19950203 Ver 1_Complete File_19950227

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF
January 23, 1996
Regulatory Branch
Action ID. 199201219 and Nationwide Permit Number 14 (Road J ?S02<11
Crossing)and Number 26 (Headwaters and Isolated Waters) W// ?O
0+4 ti? 91996
Mr. H. Franklin Vick, P.E., Manager
Planning and Environmental Branch /
North Carolina Department of Transportation
Division of Highways
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Dear Mr. Vick:
Reference our September 12, 1995, letter confirming
Department of the Army authorization to discharge fill material
in 25.32 acres of jurisdictional waters of the United States,
including 17.83 acres of wetlands located adjacent to Shepherds
Branch and other tributaries of Contentnea Creek. The approved
discharge of fill material was associated with the construction
of the first segment of the proposed U.S. 264/Wilson Bypass,
located west of the City of Wilson, in Wilson County, North
Carolina (TIP Project R-1023AA, State Project No. 8.T340302).
Our confirmation was subject to a Special Condition which
required that a complete and final compensatory wetland
mitigation plan be submitted and approved by this office.
Reference is also made to your letters of November 30, 1995,
and January 16, 1996, in which you provided justification for the
use of the remaining acreage at the "Seven Springs" (Lane Farms,
Incorporated) mitigation site to compensate for the unavoidable
wetland losses associated with this project. We have reviewed the
information which also described your search for alternative
mitigation sites, and have determined that it is acceptable for
you to use the remaining credits in the Seven Springs site (12.6
acres) to compensate for the unavoidable jurisdictional wetland
losses associated with TIP R-1023AA. You have now complied with
the Special Condition contained in our September 12, 1995, letter
and the proposed work is therefore authorized by the subject
Nationwide Permits and may precede, provided it is accomplished
in strict accordance with the general conditions contained in our
earlier correspondence and provided that you implement the
proposed compensatory wetland mitigation plan in its entirety.
Questions or comments may be addressed to Mr. Eric Alsmeyer
of my Raleigh Field Office regulatory staff, at telephone
[phone], extension 23.
Sincerely,
Michael D. Smith
Chief, Northern Regulatory Section
Enclosure
Copies Furnished (without enclosure):
Mrs. Stephanie Briggs
Planning and Environmental Branch
North Carolina Department of Transportation
Division of Highways
Post Office Box 25201
Raleigh, North Carolina 27611-5201
l/r. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
R-1023
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/0 2-3

REPLY TO
ATTENTION OF
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
January 23, 1996
r
5 0"
li,_ I r
Action ID. 199201219 and Nationwide Permit Number 14 (Road
Crossing)and Number 26 (Headwaters and Isolated Waters)
rooo?"E I V 6
Mr. H. Franklin Vick, P.E., Manager Planning and Environmental Branch
North Carolina Department of Transportation 5,q
Division of Highways AN 2 ''?'
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Dear Mr'. Vick.
Reference our September 12, 1995, letter confirming
Department of the Army authorization to discharge fill material
in 25.32 acres of jurisdictional waters of the United States,
including 17.83 acres of wetlands located adjacent to Shepherds
Branch and other tributaries of Contentnea Creek. The approved
discharge of fill material was associated with the construction
of the first segment of the proposed U.S. 264/Wilson Bypass,
located west of the City of Wilson, in Wilson County, North
Carolina (TIP Project R-1023AA, State Project No. 8.T340302).
Our confirmation was subject to a Special Condition which
required that a complete and final compensatory wetland
mitigation plan be submitted and approved by this office.
Reference is also made to your letters of November 30, 1995,
and January 16, 1996, in which you provided justification for the
use of the remaining acreage at the "Seven Springs" (Lane Farms,
Incorporated) mitigation site to compensate for the unavoidable
wetland losses associated with this project. We have reviewed the
information which also described your search for alternative
mitigation sites, and have determined that it is acceptable for
you to use the remaining credits in the Seven Springs site (12.6
acres) to compensate for the unavoidable jurisdictional V;etlard
losses associated with TIP R-1023AA. You have now complied with
the Special Condition contained in our September 12, 1995, letter
and the proposed work is therefore authorized by the subject
Nationwide Permits and may precede, provided it is accomplished
in strict accordance with the general conditions contained in our
earlier correspondence and providzxl -hfiat you ifi?t?lem ::it the
proposed compensatory wetland m:.ti._gation plan iu its entirety.
Questions or comments may be addressed to Mr. Eric Alsmeyer
of my Raleigh Field office regulatory staff, at telephone
[phone], extension 23.
Sincerely,
v
Michael D. Smith
Chief, Northern Regulatory Section
Enclosure
Copies Furnished (without enclosure):
Mrs. Stephanie Briggs
Planning and Environmental Branch
North Carolina Department of Transportation
Division of Highways
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Mr. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
GENERAL CONDITIONS
1. Navigation. No activity may cause more than a minimal adverse effect on
navigation.
2. Proper Maintenance. Any structure or fill authorized shall be properly
maintained, including maintenance to ensure public safety.
3. Erosion and Siltation Controls. Appropriate erosion and siltation
controls must be used and maintained in effective operating condition during
construction, and all exposed soil and other fills must be permanently
stabilized at the earliest practicable date.
4. Aquatic Life Movements. No activity may substantially disrupt the
movement of those species of aquatic life indigenous to the waterbody,
including those species which normally migrate through the area, unless the
activity's primary purpose is to impound water.
5. Equipment. Heavy equipment working in wetlands must be placed on mats or
other measures must be taken to minimize soil disturbance.
6. Regional and Case-by-case Conditions. The activity must comply with any
regional conditions which may have been added by the Division Engineer and any
case specific conditions added by the Corps.
7. Wild and Scenic Rivers. No activity may occur in a component of the
National Wild and Scenic River System; or in a river officially designated by
Congress as a "study river" for possible inclusion in the system, while the
river is in an official study status. Information on Wild and Scenic Rivers
may be obtained from the National Park Service and the U.S. Forest Service.
8. .Tribal Rights. No activity or its operation may impair reserved tribal
rights, including, but not limited to, reserved water rights and treaty
fishing and hunting rights.
9. Water Quality Certification. In certain states, an individual state
water quality certification must be obtained or waived.
10. Coastal Zone Management. In certain states, an individual state coastal
zone management consistency concurrence must be obtained or waived.
11. Endaangirad Species. No activity is authorized under any NWP which is
likely to jeopardize the continued existence of a threatened or endangered
species or a species proposed for such designation, as identified under the
Federal Endangered Species Act, or which is likely to dent=oy or adversely
modify the critical habitat of such species. ;don-Fede=al permitte_s s•rall
notify the District Engineer if any listed species or critical habitat might
be affected or is in the vicinity of the project and shall net begin work on
the activity until notified by the District Engineer that the requirements of
the Endangered Species Act have been satisfied and that the activity is
authorized. Information on the location of threatened and endangered species
can be obtained from the U.S. Fish and Wildlife Service and National Marine
Fisheries service.
12. Historic Properties. No activity which may affect Historic Properties
listed, or eligible for listing, in the National Register of Historic Places
is authorized, until the District Engineer has complied with the provisions of
33 CFR 325, Appendix C. The prospective permittee must notify the District
Engineer if the authorized activity may affect any historic properties listed,
determined to be eligible, or which the prospective permittee has reason to
believe may be eligible for listing on the National Register of Historic
Places, and shall not begin the activity until notified by the District
Engineer that the requirements of the National Historic Preservation Act have
been satisfied and that the activity is authorized. Information on the
location and existence of historic resources can be obtained from the State
Historic Preservation Office and the National Register of Historic Places (see
33 CFR 330.4(g)).
13. Notification.
a. where required by the terms of the 'MiP, the prospective permittee
must notify the District Engineer as early as possible and shall not begin the
activity:
(1) until notified by the District Engineer that the activity may
proceed under the NWP with any special conditions imposed by the District or
Division Engineer; or
(2) if notified by the District or Division Engineer that an
individual permit is required; or
(3) Unless 30 days have passed from the District Engineer's receipt
of the notification and the prospective permittee has not received notice from
the District or Division Engineer. Subsequently, the permittee's right to
proceed under the MJP may be modified, suspended or revoked only in accordance
with the procedure set forth in 33 CFR 330.5(d)(2).
b. The notification must be in writing and include the following
information and any required fees:
permittee;
(1) Name, address and telephone number of the prospective
(2) Location of the proposed project;
(3) Brief description of the proposed project; the project's
purpose; direct and indirect adverse environmental effects the project would
cause; any other M4P(s), regional general permit(s) or individual permit(s)
used or intended to be used to authorize any part of the proposed project or
related activity;
(4) where required by the terms of the YJP, a delineation of
affected special aquatic sites, including wetlands; and
5) A statement that the prospective per:u ttee has contacted;
(a) The USE74S/NMFS regarding the presence of any Federally
listed (or proposed for listing) endangered or threatened species or critical
habitat in the permit area that may be a_'feczed by the proposed project; and
any available information provided by those agencies. (The prospective
permittee may contact Corps District Offices for US `?iS/N;rFS agency contacts
and list of critical habitat.)
(b) The SHPO regarding the presence of any historic properties
in the permit area that may be affected by the proposed project; and the
available information, if any provided by that agency.
14. Water Supply Intakes. No discharge of dredged or fill material may occur
in the proximity of a public water supply intake except where the discharge is
repair of the public water supply intake structures or adjacent bank
stabilization.
15. shellfish Production. No discharge of dredged or fill material may occur
in areas of concentrated shellfish production, unless the discharge is
directly related to a shellfish harvest activity authorized by nationwide
permit.
16. Suitable Material. No discharge of dredged or fill material may consist
of unsuitable material (e.g., trash, debris, car bodies, etc.) and material
discharged must be free from toxic pollutants in toxic amounts.
17. Mitigation. Discharges of dredged or fill material into waters of the
United States must be minimized or avoided to the maximum extent practicable
at the project site (i.e., on-site), unless the District Engineer has approved
a compensation mitigation plan for the specific regulated activity.
18. Spawning Areas. Discharges in spawning areas during spawning seasons
must be avoided to the maximum extent practicable.
19. obstructions of High Flows. To the maximum extent practicable,
discharges must not permanently restrict or impede the passage of normal or
expected high flows or cause the relocation of the water (unless the primary
purpose of the fill is to impound waters).
20. Adverse Impacts from Impoundments. If the discharge creates an
impoundment of water, adverse impacts on the aquatic system caused by the
accelerated passage of water and/or the restriction of its flow shall be
minimized to the maximum extent practicable.
21. Waterfowl Breeding Areas. Discharges into breeding areas for migratory
waterfowl must be avoided to the maximum extent practicable.
22. - Removal of Temporary Fills. Any temporary fills must be removed in their
entirety and the affected areas returned to their preexisting elevation.
GC?N
NATIONWIDE PERMIT # 12: UTILITY LINE BACKFILL AND BEDDING. AUTHORIZES
DISCHARGES OF MATERIAL FOR BACKFILL OR BEDDING FOR UTILITY LINES, INCLUDING
OUTFALL AND INTAKE STRUCTURES, PROVIDED THERE IS NO CHANGE IN ?RECONSTRUCTION
CONTOURS. UTILITY LINE IS ANY PIPE OR PIPELINE FOR THE TRANSPORTATION OF ANY
GASEOUS, LIQUID, LIQUEFIABLE, OR SLURRY SUBSTANCE, FOR ANY PURPOSE, AND ANY
CABLE, LINE, OR WIRE FOR THE TRANSMISSION FOR ANY PURPOSE OF ELECTRICAL
ENERGY, TELEPHONE AND TELEGRAPH MESSAGES, AND RADIO AND TELEVISION
COMMUNICATION. DOES NOT AUTHORIZE ACTIVITIES WHICH DRAIN A WATER OF THE U.S.,
SUCH AS DRAINAGE TILE. SECTION 404 ONLY.
STATUS IN NORTH CAROLINA: ISSUED.
INFORMATION :
1. ALL UTILITY LINES MUST BE COMPLETELY BURIED. THIS NATIONWIDE PERMIT
DOES NOT AUTHORIZE UTILITY LINES THAT ARE NOT COMPLETELY BURIED.
2. THIS NATIONWIDE PERMIT DOES NOT AUTHORIZE USE OF FILL MATERIAL FOR
PERMANENT ACCESS CORRIDORS.
NATIONWIDE CONDITIONS: STANDARD GENERAL CONDITIONS AND THE FOLLOWING SPECIFIC
CONDITIONS.:
1. MATERIAL RESULTING FROM TRENCH EXCAVATION AND MAY BE TEMPORARILY
SIDECAST INTO WATERS OF THE U.S. PROVIDED THAT THE MATERIAL IS NOT PLACED
IN SUCH A MANNER THAT IT IS DISPERSED BY CURRENTS OR OTHER FORCES AND MUST
BE REMOVED WITHIN THREE MONTHS.
2. THE AREA OF WATERS OF THE U.S. THAT IS DISTURBED MUST BE LIMITED TO
THE MINIMUM NECESSARY TO CONSTRUCT THE UTILITY LINE.
3. IN WETLANDS, THE TOP 6" TO 12" OF THE TRENCH SHOULD GENERALLY BE
BACKFILLED WITH TOPSOIL FROM THE TRENCH.
4. EXCESS MATERIAL MUST BE REMOVED TO UPLAND AREAS IMMEDIATELY UPON
COMPLETION OF CONSTRUCTION.
5. ANY EXPOSED SLOPES AND STREAMBANKS MUST BE STABILIZED IMMEDIATELY UPON
COMPLETION OF THE UTILITY LINE.
REGIONAL CONDITIONS:
1. APPLICANTS MUST NOTIFY THE DISTRICT ENGINEER AND RECEIVE FROM THE
DISTRICT ENGINEER WRITTEN APPROVAL PRIOR TO STARTING WORK.
2. THE TEMPORARY PLACEMENT OF EXCAVATED OR FILL MATERIAL IN WATERS OR
j;.TLANDS WILL BE FOR THE ABSOLUTE MINIMUM PERIOD OF TIME NECESSARY TO
ACCOMPLISH THE WORK.
3. STABILIZATION IS REQUIRED IMMEDIATELY ON COMPLETION OF EACH INDIVIDUAL
CROSSING.
4. STORK PLANS MUST BE PROVIDED AND MUST BE SIZED TO 8 1/2 BY 11 INCHES.
5. RESTORATION PLAITS ;".UST BE SUBMITTED TO THE DISTRICT EINGINcE'R
DESIGNATING A TIT; : TABLE FOR RESTORATION.
401 CERTIFICATION DETERMINATION: GENERAL CERTIFICATION ISSUED, BUT
CCNDITIONED AS FOLLOt•TS :
1 . tall'. iTEN CONCU IKENCE IS REQUIRED FRC?i NCDE:i.
. THE CONSTRUCTION CORRIDOR IS LIMITED TO 40 FEET IN WIDTH AND MUST BE
;:INIMIZED TO THE MAXIMUM EXTENT PRACTICABLE.
3. PERMANENTLY MAINTAINED ACCESS CORRI ORS SHALL BE RESTRICTED TO THE
NINIMUM WIDTH PRACTICABLE AND MAY NOT r.:;:CEED 10 FEET IN WIDTH EXCE^T IN
LCCATIONS SPECIFIED Otd ii :::'S FOR VEHTCULP R ACCESS PURPOSES OR AT I.1 Z111 HOLE
LOCATIONS.
NATIONWIDE PEP== # 16: HEADWA= iS ?"ttlM ISOL,== W AM= DIS3ARGEi.
AUTHORIZES DISCHARGES OF DREDGED OR FILL MATERIAL, INTO HEADWATERS IM ISOLATED
WATERS. SECTION 404 ONLY.
= TDB IZ; NORTH: C.ARAL=Mz ISSUED III PART; DEII= WITHCUT PREJUDICE IN PART.
Ha-l"Zofm=m CONDITIONS: STANDARD GZNE,RAL CONDITIONS AIM THE FOLLOWING SPECIFIC
C)ImITIONS:
1. TEO DISCHARGE DOES NOT CAUSE THE LOSS OF MORE THAN 10 ACRES OF WATERS
OF THE' U.S. FOR TSE PURPOSE' OF THIS NATIONWIDE PERMIT, THE ACREAGE OF
LOSS OF WATERS OF THE U.S. INCLUDES THE FILLED AREA PLUS WATERS OF TEE.
U.S. THAT ARE ADVERSELY AFFECTED BY FLOODING, ERCAVATION, OR DRAINAGE AS A
RESULT OF THE•PROJECT.
2. A 30-DAY NOTIFICATION TO TH: DISTRICT ENGINEER IS REQUIRED' IT THE
DISCHARGE: MOLD CAUSE THE LOSS OF WATERS OF THE U.S. GREATER THAN ONE:
ACRE. FOR DISCHARGES IN SPECIAL AQUATIC SITES, INCLUDING WETLANDS, THE
NOTIFICATION MUST INCLUDE A DELINEATION CF AFFECTED SPECIAL.. AQUATIC SITES
LNCLUDING WETLANDS.
3- THE: DISCHARGE-, INCLUDING ALL ATTENDANT FEATURES, BOTH TEMPORARY AND
PERMANENT, IS PART OF A SIN^ AND COMPLETE PROJECT.
R=iI0N L CONDITIONS: NONE.
401 "w "T? 1=10N DE I019. GENERAL CERTIFICATION IS DEN2rD FOR
FILLS GREATER TE N ONE ACRE IN SA,. TROUT, Wir, ORW, WS-Z AND WS-11 WATERSHEDS.
GZEHAL CZR=MC7TION ISSUED IN ALL OTHER WATERS FOR FILLS OF NOT DARE THAN. 10
ACRES AND IN THOSE WATERSHEDS SPECIFIED ABOVE FOR FILLS OF NOT MORE THAN ONE
ACRE,. BUT CONDITIONED AS FOLLOWS:
1- WRITTSIi CONCURRENCE IS REQUIRED FROM THE NCUEI1 FOR ALL PROPOSED FILLS
OF GRZA'r'?R' MlaN ONE-THIRD ACRE-
Z- ESTABLISHED SEDIMENT AND ERCSION COIiTROL PRACTICES ARE: UTILIZED TO
PREVENT VIOLATIONS OF THE APPROPRIATE TURBIDITY WATER QUALIT- STANDARD (SO
IMS IN STREAMS AIM RIVERS NOT' DESIG."iATED' AS TROUT BY NCDEM; 25 NTUS IN
i.LL SAL WATER CLASSES AIM ALL LAKES' AND RESERVOIRS; ANU la =S• INt TROUT'
NITERS) -
3_ MEASURES SHALL BE: TA=f TO PR =Vr LIVE' OR FRESH CONCR= FROM COMING.
114TC CONTACT Yi"= WATERS OF = ST.,TE U;ITIL THE CONCRET HAS HARDENED-
4- ADDITIONAL SITE-SPECIFIC:CONDITICNS MAY BM ADDED TO PROPOSED PROJECTS-
Gi THAN ONE-THIRD ACRE: ZZIPACT TO MiSURE COMPLIANCE WITH AL7i
eL!?SICABLZ- WATER QUALITY AND F.YUMiT STIVMARDS.
. CC`.'.CUR2ENC FRCK NCDEU rr-aZ: C^1 -11 'ICATIOIF APPLIES. TO ;.kiT
i7IV"i; 7:?L VllCJECT SHALL Eo°?I:*1: ^.."?R ;:'?•F2S F_tCIi ??= :. MY-'T OT' .. =
LZTTLrR YRCld IiCJEH-
CC rZ.'•''TZ--.. DEZ"-"!mmXIO3: CCUSIST l-Z IN COASTAL. AR! 7% SUEJEC'-" '!'a THE
iv=.T.^.;+i2iG G^.IiD?'T_GidSs
:'MT+ ZrI.L z:ATr:?.Izir. an'1 c ..L? _..,:..,3,111 KUSI: -•-•. ?.., f;
U'LA2 C SoQRCa7-
2. U--Z OB' THIS N1?,TION::7I7'?I PE42IIT Fv.' 672=E DISFCSA 7. ,CII._._.., 0 s:u1
i,UTHORIZED.
3. IF THE' PROPOSED ACTIVITY IS WITHIN THE NORTH CAROLINA COASTAL AREA AND
THE ACTIVITY WILL RESULT IN THE LOSS OF WATERS'OF THE UNITED STATES
GREATER THAN 1/3 OF AN ACRE, THE APPLICANT MUST RECZ= WRITTEN
=ICDRRENCZ FROM THS NCDMi THAT THE ACTIVITY IS CONSISTENT WITH THE NORTH
CAROLMU COASTAL MANAGM=rr PRDGRAM_
4. SHOULD' ALL OR PART OF THE: DEVELOPMENT ACTIVITY BE LCCATED WITHIN AN
AREA OF`ZNVIRONMMML CONCH (AEC) AS DESIGNATE BT THE NORTH CAROLINA
COASTAL. RESOURCES COMMISSION, A COASTAL AREA MANAGEMENT AC-- (CAMA) P..RMIT
IS REQUIRED. FROM THE NCDCM UNLESS THE APPLICANT IS A FEDERAL AGFI. ICY. 17
THE APPLICANT IS A FEDERAL AGENCY AND ALL OR PART OF THE DEVELOPMENT'.
ACTIVITY IS LOCATED WITHIN AN AEC, A CONSIST°3iCY DETERmnmTION PURSUANT TO.
1S CZR 930 MUST BE PROVIDED TO THE NCOCI AT LEAST 90 DAYS BEFORE THE ONSET
OF THE PROPOSED ACTIVITY.
r "
^-ir Z,.,?zp1
Iv ', t _sl
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARR.ETT JR.
GOVERNOR P.O. BOX 25201. RALEIGH. N.C 27611-5201 SECRETARY
November 30, 1995
Mr. Eric Alsmeyer
Regulatory Field Office
U. S. Army Corps of Engineers
6512 Falls of the Neuse Road, Suite 105
Raleigh,-North Carolina 27615
Dear Mr. Alsmeyer:
Subject: Wilson County, First segment of the Wilson By-Pass Project, TIP No. R-1023AA,
Federal Aid Project No. F-38-1(54), State Project No. S. 1340301, USACOE
Action ID No. 199201219
This letter supersedes our August 9,1995 letter concerning compensatory mitigation for
the above referenced project. Our revised proposal is to reduce ("buy down") the overall wetland
impacts by mitigating only for the high valued wetlands (riverine wetlands) affected by the
project. Based on our verbal agreement, we plan to use credits from the Seven Springs site (26.69
acres) as mitigation for the first segment of the Wilson Bypass. The Seven Springs Mitigation Site
is located within the Walnut Creek floodplain approximately 2 miles north of Seven Springs in
Wayne County. Both the wetland impacts associated with the Wilson By-Pass and the mitigation
site are found within the Neuse River drainage basin. However, based on the USGS Hydrologic
Unit Map (1974) the Seven Springs site is not located within the same sub-basin as the By-Pass
project. The mitigation site is found within the adjacent drainage sub-basin to the south. NCDOT
has recently purchased a conservation easement for this 26.69 acre mitigation site. A copy of the
purchase agreement is enclosed for your review.
NCDOT has submitted copies of the Seven Springs mitigation plan to the Corps of
Engineers for review. As discussed in the report, the majority of this plan was implemented two
years ago and based on the monitoring data has been highly successful. The only items remaining
to be completed are to plug the perimeter ditches, install two monitoring wells and two culverts,
and further monitor the sites success.

. f

This site has also been designated for use as mitigation for R-2422 in Wayne county.
NCDOT has agreed to mitigate for the 4.7 acres of wetland impacts associated with R-2422 at a 3
to 1 ratio (14.1 acres). This will leave 12.6 acres of mitigation credit remaining to be used for the
Wilson Bypass.
Based on our verbal agreement, we propose providing mitigation only for four high value
wetland sites which include; Site 2 (0.3 acres),Site 20 (1.5 acres),Site 26 (0.7 acres) and Site 28
(1.7 acres) for a total of 4.2 acres. These acreage's are based on the initial Nationwide permit
application package (June 9, 1995) and the June 27, 1995 letter addressing additional questions
concerning wetland impacts. We propose to mitigate for these high value wetland impacts at a 3
to 1 ratio (12.6 acres). As a result, all of the remaining credits within the Seven Springs site would
be used toward the bypass project (R-1023AA).
It is important to note that although the initial Gurley tract mitigation proposal has been
rescinded, NCDOT has contracted with ESI to complete the final mitigation plan for the site. This
plan will be implemented once it is approved by the agencies and the site will be available for use
as mitigation for future segments of the Wilson Bypass.
As a result of this modified proposal, it is NCDOT's opinion that it will provide adequate
compensation to ensure that the project will not "result in more than minimal adverse
environmental effects either individually or cumulatively" (33 CFR 330) and therefore, meets the
condition of the Nationwide Permit recently issued for the project. If you have any questions
concerning this information, please do not hesitate to call Scott P. Gottfried at 919-733-3141,
Est. 307.
Sincerely,
H. ranklin Vick, P.E., Manager
Planning and Environmental Branch
HFV/plr
Enclosures
cc: District Engineer, COE Wilmington

r
Mail alter mcurdtng tu: bls. Elaine A. Humphreys, Atturuey Ucucrul's Uttix, rust Uiux tiuN a?ut, cinci5u, NUlln t_aruutla _duu
NORTH CAROLINA
WAYNE COUNTY CONSERVATION EASEMENT
THIS CONSERVATION EASEMENT ("Conservation Easement") made this
30th day of November, 1995 by and between LANE FARMS, INC., a North Carolina
corporation with an address of P.O. Box 1179, Goldsboro, North Carolina, 27530 ("Grantor")
and NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, an agency of the State
of North Carolina, with an address of Post Office Box 25201, Raleigh, North Carolina, 27611-
5201 ("Grantee").
The designation Grantor and Grantee as used herein shall include said parties,
their successors and assigns, and shall include singular, plural, masculine, feminine or neuter
as required by context.
RECITALS
J
WHEREAS, Grantor owns in fee simple approximately twenty-six and sixty-nine
one-hundredths (26.69) acres of certain real property situate, lying and being in the town of
Seven Springs, Wayne County, North Carolina, and more particularly described in Exhibit A
attached hereto and incorporated herein ("Property").
WHEREAS, Grantee is an agency of the State of North Carolina whose purposes
include the preservation and conservation of open space and natural areas for conservation and
wetland mitigation purposes; is authorized by the laws of the State of North Carolina to accept,
hold and administer conservation easements; possesses the authority to accept and is willing to
accept this Conservation Easement under the terms and conditions hereinafter described;
WHEREAS, Grantor and Grantee recognize the conservation value of the Property
in its present state as a scenic, natural and rural area that has not been subject to significant
development and as a significant area that provides a "relatively natural habitat for fish, wildlife,
or plants or similar ecosystem" as that phrase is used in § 170(h)(4)(A)(ii) of the Internal
Revenue Code, including the following natural communities: Palustrine, forested, broad/needle-
leafed deciduous, semi-permanently flooded wetland and the following plant and animal species
of special concern: Mammalian species - white-tailed deer, raccoon, opossum, gray squirrel,
mink otter, beaver colonies, and muskrat; Plant species - water oak, sweet gum, river birch, red ! .
maple, swamp chestnut oak, cherry bark oak, cypress, and green ash;
WHEREAS, Grantor and Grantee further recognize the conservation and open
space value of the Property in its present state, the preservation of which (a) is pursuant to state
and federal local government policy and will provide for the scenic enjoyment of the general
public and (b) will yield significant public benefit, as evidenced by:
(1). the values and functions of the Property as a high quality wetland;
(2). the location of the Property near the Neuse River;
-? (3). the fact that development of the Property would impair the natural,
historic, scenic and rural character of the Property and surrounding area;
i
Page 1
i.

WHEREAS, the U.S. Army Corps of Engineers (the "Corps") has reviewed and
approved the use of the Property to mitigate unavoidable wetlands impacts detailed in Grantee's
§ 404 permit application;
WHEREAS, Grantor is willing to grant a perpetual Conservation Easement over
the approximately twenty-six and sixty-nine one-hundredths (26.69) acres, the Property, thereby
restricting and limiting the use of the Property on the terms and conditions and for the purposes
hereinafter set forth, Grantor unconditionally and irrevocably hereby grants and conveys unto
Grantee, its successors and assigns, forever and in perpetuity a Conservation Easement of the
nature and character and to the extent hereinafter set forth, over the Property, together with the
right to preserve and protect the conservation values thereof; and
WHEREAS, Grantor consents to Grantee transferring or assigning this
Conservation Easement over the approximately twenty-six and sixty-nine one-hundredths (26.69),
acres to the North Carolina Coastal Land Trust ("NCCLT"), a non-profit corporation whose
purposes include the preservation and conservation of open space and natural areas for
conservation, aesthetic, scenic, scientific, charitable, recreational or educational purposes, or to
any other 501(c) entity after receipt of written notification by the Corps that Grantee has fulfilled
the requisite conditions of the monitoring period of Grantee's § 404 permit.
ARTICLE I
PURPOSES
The purposes of this Conservation Easement are to preserve and protect the
conservation values of the Property and to maintain permanently the dominant woodland, scenic,
and natural character of the Property. To achieve these purposes, the parties hereto agree to the
conditions and restrictions set forth hereunder.
ARTICLE II
DURATION OF EASEMENT
This Conservation Easement shall be perpetual. It is an easement in gross, runs
with the land and is enforceable by Grantee against Grantor, Grantor's successors and assigns,
lessees, agents and licensees. ,
ARTICLE III
PROHIBITED AND RESTRICTED ACTIVITIES
Any activity on, or use of, the Property inconsistent with the purposes of this
Conservation Easement is prohibited. The Property shall be maintained in its natural, scenic and
open condition and restricted from any development that would significantly impair or interfere
with the conservation values of the Property.
Without limiting the generality of the foregoing, the following activities and uses
are expressly prohibited, restricted or reserved as indicated hereunder:
Page 2
A. Disturbance of Natural Features. Any change, disturbance, alteration or
impairment of the natural, scenic, and aesthetic features of the Property or any introduction of
non-native plants and/or animal species is prohibited unless the Grantee shall give its prior
written consent or unless otherwise expressly permitted herein. All horseback riding, and
operation of motorcycles, all-terrain vehicles, and any other types of mechanized vehicles shall
be restricted to roadways, trails, and paths located on the Property.
. B. Construction and Residential Use. There shall be no constructing or
placing of any building, mobile home, asphalt or concrete pavement, bill board or other
advertising display, antenna, utility pole, tower, conduit, line, pier, landing, dock or any other
temporary or permanent structure or facility on or above the Property except as permitted by the
Grantee with prior written consent and written approval by the Corps. Residential use of the
Property is prohibited. Grantor expressly reserves the right to maintain, repair, improve, alter
internally and/or externally, reasonably enlarge, modernize, demolish and reconstruct the,
existing hunting camp adjacent to the Property; provided, however, such activity does not result
in the creation of a hunting camp on the Property. Furthermore, Grantor expressly reserves the
right to maintain and repair the existing road located on the Property.
C. Industrial and Commercial Use. Industrial and commercial activities,
including any right of passage used in conjunction with commercial or industrial activity are
prohibited on the Property, except for hunting, and fishing which are expressly reserved by
Grantor, as provided in subsequent paragraphs hereunder.
D. Agricultural, Grazing and Horticultural Use. Agricultural, grazing, and
horticultural use of the Property is prohibited; provided, however, that hunting and fishing
activities may be continued.
E. Silvicultural Use and Land Clearing. There may be no destruction or
cutting of trees or plants on the Property, except as provided herein. The Grantor expressly
reserves the right to preserve the natural values of the Property against imminent hazard,
disease, or fire, and to control burn, salvage, or cut vegetation for the purpose of protecting and
maintaining the natural values of the Property, in the event of an emergency, subject to prior
approval of the Grantee and the Corps.
F. Hunting _and Fishing. Grantor expressly reserves the right to hunt 4nd fish
on the Property and have access to the Property for the purpose of hunting and fishing on
adjacent property of Grantor, together with the right to lease such rights to third parties and the
right to construct, maintain, and replace deer stands on the Property and adjacent property of
Grantor; provided these activities do not impair the protection and conservation of any animal
habitat or other conservation values of the Property.
G. Signage. Display of billboards, signs or advertisements is prohibited on
or over the Property, except the posting of no trespassing signs, for sale or lease signs, signs
identifying the conservation values of the Property, or other permitted use of the Property and/or
signs identifying the Grantor as own-.r of the Property and Grantee as the holder of a
conservation easement on the Property.
Page 3
H. Dumping or Storage. Dumping or storage of soil, trash, ashes, garbage,
waste, abandoned vehicles, appliances, machinery, or hazardous substances, or toxic or
hazardous waste, or any placement of underground or aboveground storage tanks or other
materials on the property is prohibited.
I. Mineral Use, Excavation, Dredging. There shall be no filling, excavation,
dredging, mining or drilling; no removal of topsoil, sand, gravel, rock, peat, minerals or other
materials, and no change in the topography of the land in any manner on the Property nor shall
there be any activities conducted on the property or on adjacent property if owned by Grantor
which could cause erosion or siltation on the Property.
J. Water Qualitv and Drainage Patterns. There shall be no pollution,
alteration, depletion or extraction of surface, natural water courses, subsurface water including
the Neuse River or its tributaries, subsurface water of any other water bodies. There shall be,
no activities conducted on the Property that would be detrimental to water purity or any of the
plants or habitats within the Property or that would alter natural water levels, drainage,
sedimentation and/or flow in or over the Property, or cause soil degradation or erosion. Diking,
dredging, alteration, draining, filling or removal of wetland is prohibited.
K. Roads. Grantor expressly reserves the right to maintain and repair any
existing dirt roads.
L. Transferable Development and Mitigation Pro'e? cts. No part of the
Property may be included as part of the gross area of other real property for purposes of
determining density, lot coverage, or open space requirements under applicable laws governing
land use and building density, nor may any development right extinguished or encumbered by
this Conservation Easement be transferred to any other lands, or to any other person or entity
pursuant to any transferable development right plans. However, the Property or any part thereof
may be included in a mitigation bank or encumbered or made subject to agreement by the
Grantor and Grantee as part of a mitigation project for the restoration of wetlands on site or for
mitigation for unavoidable wetland impacts created by Grantee on other real property.
ARTICLE IV
GRANTOR'S ADDITIONAL RESERVED RIGHTS
The Grantor to its successors, assigns, invitees and licensees hereby reserves the
right to quiet enjoyment of the Property, the right to ingress and egress to the Property and all
adjacent property of the Grantor, the right to continue such uses as exist as of the date of this
grant not inconsistent with this Conservation Easement and the right to sell, transfer, gift or
otherwise convey the Property, in whole or in part, provided such sale, transfer or gift
conveyance is subject to the terms of this Conservation Easement and written notice is provided
to Grantee in accordance with the provisions herein below.
ARTICLE V
GRANTEE'S RIGHTS
The Grantee is hereby granted the right, but not the obligation, to develop a
management plan for rare plant or animal species in the event that they are found to exist on the
Page 4
property together with the right to implement said plan, at the Grantee's expense (including but
not limited to fencing and prescribed burns) and the right to use the Property for educational,
scientific and charitable purposes consistent with the conservation purposes and reserved rights
of Grantor set forth in this Conservation Easement (including but not limited to construction and
maintenance of interpretative walkways, nature trails and supervised field trips), provided that
the design and location of any construction shall be subject to the approval of Grantor and the
Corps approval, which shall not be unreasonably withheld. Grantee is granted the right to
identify, preserve and protect in perpetuity the existing condition of the Property. Grantee and
the Corps are also granted the right to enter the Property during normal business hours for
purposes of monitoring the terms of this Conservation Easement and monitoring mitigation status
of the Property, and perform any additional mitigation required by the Corps. Grantee has
elected not to provide notice to Grantor of their entry on the Property.
ARTICLE VI
ENFORCEMENT AND REMEDIES
A. Upon any breach of the terms of this Conservation Easement by Grantor,
its agents, successors, or assigns, which comes to the attention of the Grantee, the Grantee shall
notify the Grantor in writing of such breach. The Grantor shall have ninety (90) days after
receipt of such notice to undertake actions that are reasonably calculated to promptly correct the
conditions constituting such breach. If the breach remains uncured after ninety (90) days, the
Grantee may exercise any or all of the following remedies:
1. Institute suits to enjoin any breach or enforce any covenant by temporary
and/or permanent injunction either prohibitive or mandatory and/or to
recover any damages from injury to any conservation values protected by
this Conservation Easement, including damages for the loss of scenic,
aesthetic, historic or environmental values and attorneys fees if Grantee
prevails; and
2. Require that the land be restored promptly to the condition required by
this Conservation Easement.
B. The Grantee has the right to prevent any activity on or use of the Property
that is inconsistent with the purpose of this Conservation Easement. Grantee's remedies shall
be cumulative and shall be in addition to any other rights and remedies available to Grantee at
law or equity. If Grantee, in its sole discretion, determines that circumstances require
immediate action to prevent or mitigate significant damage to the conservation values of the
Property, the Grantee may pursue its remedies without prior notice to Grantor, but shall exercise
reasonable efforts to notify Grantor.
C. No failure on the part of Grantee to enforce any covenant or provision
hereof shall discharge or invalidate such covenant or any other covenant, condition, or provision
hereof or affect the right to Grantee to enforce the same in the event of a subsequent breach or
default.
Paige
D. Nothing contained in this Conservation Easement shall be construed to
entitle Grantee to bring any action against Grantor for any injury or change in the Property
resulting from causes beyond the Grantor's control, including, without limitation, fire, flood,
storm, war, acts of God or third parties, except Grantor's lessees or invitees; or from any
prudent action taken in good faith by Grantor under emergency conditions to prevent, abate, or
mitigate significant injury to life, damage to property or harm to the Property resulting from
such causes, in accordance with the provisions of Paragraph III.E. hereunder.
ARTICLE VII
MITIGATION COSTS
The Grantor has provided for the mitigation of the Property and all costs incident
thereto to permit the Property to qualify as mitigation property for Grantee's § 404 Permit. The
Grantor will also add to the Property two (2) shallow monitoring wells consisting of slotted PVC,
pipe two and one-half (2.5") inches in diameter to a thirty (30") inch depth; plug two (2)
ditches; and create two (2) culverts, upon receipt of the location and specification of same from
the Corps. The parties agree that any future mitigation costs incurred as a result of a violation
of Article III shall be compensable pursuant to Article VI hereunder. Grantee agrees that any
other future costs associated with the mitigation, monitoring, or monitoring of mitigation status
shall be the sole responsibility of Grantee.
ARTICLE VIII
PUBLIC ACCESS
The granting of this Conservation Easement does not convey to the public the
right to enter the Property for any purpose whatsoever.
ARTICLE IX
EXHIBIT. DOCUMENTATION AND TITLE
A. Legal Description. Exhibits A, Legal Description, and Exhibit B, sketch
of Property, are attached hereto and made a part hereof by reference.
B. Wetland Mitigation Plan. The parties acknowledge that the Wetland
Mitigation Plan ("Plan") dated September 6, 1,995, as amended, a copy of which is on file at the
offices of the Grantee, accurately establishes the uses, structures, historic and conservation
values and condition of the Property and buildings located thereon as the date hereof.
C. Title. The Grantor covenants and represents that the Grantor is the sole
owner and is seized of the property in fee simple and has good right to grant and convey the
aforesaid Conservation Easement; that the property is free and clear of any and all
encumbrances, except easements and leases of record or in effect by prescriptive right as of the
date hereof and Grantor covenants that the Grantee shall have the use of and enjoy all of the
benefits derived from and arising out of the aforesaid Conservation Easement.
ARTICLE X
yiiSCELLANEOUS
Page 6
A. Subsequent Transfers. Grantor consents to the transfer or assignment by
Grantee, its successors and assigns, to the NCCLT or any other 501(c) entity after receipt of
written notification by the Corps the Grantee has fulfilled the requisite conditions of Grantee's
§ 404 permit. Grantor agrees that it, its successors or assigns, will notify Grantee in writing of
the names and addresses of any party to whom the Property, or any part thereof, is to be
transferred at or prior to the time said transfer is consummated. Grantor, its successors and
assigns, further agree to make specific reference to this Conservation Easement in a separate
paragraph of any subsequent lease, deed, or other legal instrument by which any interest in the
Property is conveyed.
B. Conservation Purpose.
1. Grantee, for itself, its successors and assigns, agrees that this
Conservation Easement shall be held exclusively for conservation
purposes, as defined in 26 U.S.C. § 170(h)(4)(a).
2. Grantor and Grantee agree that the conveyance of this
Conservation Easement gives rise to a property right, immediately
vested in the Grantee, with a fair market value equal to the
proportionate value that the Conservation Easement bears to the
value to the Property as a whole.
That proportionate value of the Grantee's property rights shall
remain constant. If a change in conditions occurs which makes
impossible or impractical the continued protection of the Property
for conservation purposes, the restrictions contained herein may be
extinguished by judicial proceeding or by mutual consent of the
parties hereto, provided such consent is in writing duly executed
by the parties and recorded in the Wayne County Registry. Upon
a subsequent sale, exchange or involuntary conversion of the
Property, the Grantee shall be entitled to a portion of the proceeds
at least equal to that proportionate value of the Conservation
Easement. The Grantee shall use its share of the proceeds in a
manner consistent with the conservation purposes set forth herein.
3. Whenever all or part of the Property is taken in exercise of
eminent domain by public, corporate, or other authority so as to
i abrogate the restrictions imposed by this Conservation Easement,
the Grantor and the Grantee shall join in appropriate actions at the
!i time of such taking to recover the full value of the taking and all
i? incidental or direct damages resulting from the taking, which
proceeds shall be divided in accordance with the proportionate
value of the Grantee's and Grantor's interests as specified above;
I? all expenses including attorney's fees incurred by the Grantor and
?I Grantee in this action`_' shall be paid out of the recovered proceeds,
if any, to the extent not otherwise paid by the condemning
authority.
?i
Page 7
4. The Grantor and Grantee agree that the terms of this Conservation
Easement shall survive any merger of the fee and easement
interests in the Property.
5. The parties hereto recognize and agree that the benefits of this
Conservation Easement are in gross and assignable provided,
however that the Grantee hereby covenants and agrees, that in the
event it transfers or assigns this Conservation Easement, the
organization receiving the interest will be a qualified holder under
N.C.G.S. 121-34 et seq. and an eligible donee, as defined in 26
U.S.C. § 170(h)(3) and the regulations promulgated thereunder,
which is organized or operated primarily for one of the
conservation purposes specified in 26 U.S.C. § 170(h)(4)(A), and
Grantee further covenants and agrees that the terms of the transfer,
or assignment will be such that the transferee or assignee will be
required to continue out in perpetuity the conservation purposes
which the contribution was originally intended to advance, set
forth in Article I herein.
6. The Grantor agrees to pay any real estate taxes or other
assessments levied on the Property.
C. Construction of Terms. This Conservation Easement shall be construed
to promote the purposes of the North Carolina enabling statute set forth in N.C.G.S. 121-34 et
seq., which authorizes the creation of Conservation Easements for purposes including those set
forth herein, and the conservation purposes of this Conservation Easement, including such
purposes as are defined in 26 U.S.C. § 170(h)(4)(A).
D. Entire Agreement. This instrument sets forth the entire agreement of the
parties with respect to the Conservation Easement and supersedes all prior discussions,
negotiations, understandings or agreements relating to the Conservation Easement. If any
provision is found to be invalid, the remainder of the provisions of this Conservation Easement,
and the application of such provision to persons or circumstances other than those as to which
is found to be invalid, shall not be affected thereby.
E. Recording. Grantee shall record this instrument and any amendment hereto
in timely fashion in the Wayne County, North Carolina, Registry and may re-record it at any
time as may be required to preserve its right under this Conservation Easement.
F. Hazardous Waste. The Grantor covenants and represents that, to the best
of Grantor's knowledge, no hazardous substance or hazardous or toxic waste exists nor has been
generated, treated, stored, used, disposed of, or deposited in or on the Property, and that there
are not now any underground storage tanks located on the Property and agrees to indemnify and
hold harmless the Grantee against any claims, liabilities, damages, losses and costs arising from
!I any such event, occurrence or condition at any time, except as caused by Grantee, its agents or
assigns, or by third parties who were not agents, contractors, lessees, or invitees of Grantor.
Page 8
G. Notices. Any notices given under this Conservation Easement shall be in
writing and shall be delivered by depositing same in the U.S. Mail, certified, return receipt
requested, postage prepaid and addressed to the parties as set forth above, or to such other
addresses such party may establish in writing to the other, pursuant to this Notice provision.
H. Amendments. Grantor and Grantee are free to jointly amend this
Conservation Easement in writing to meet changing conditions, provided that no amendment will
be allowed that is inconsistent with the purposes of this Conservation Easement and Corps
approval has been granted. The Corps agrees not to unreasonably withhold approval of any
amendment. Such amendment(s) shall be effective upon recording in the Wayne County, North
Carolina, Registry.
I. Severability. Should any provision of this Conservation Easement be
declared by any tribunal of competent jurisdiction to be illegal, invalid or unenforceable, the,
legality, validity, and enforceability of the remaining parts, terms or provisions shall not be
affected thereby, and said illegal, unenforceable, or invalid part, term, or provision shall be
deemed not to be a part of this Conservation Easement.
J. Governinii Law. This Conservation Easement shall be governed by and
construed in accordance with the laws of the State of North Carolina.
K. Headings. The headings contained in this Conservation Easement are for
reference purposes only and shall not affect the meaning or interpretation hereof.
TO HAVE AND TO HOLD unto NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION, its successors and assigns, forever. The covenants agreed to and the
terms, conditions, restrictions and purposes imposed as aforesaid shall be binding upon Grantor,
its successors and assigns, and shall continue as a servitude running in perpetuity with the
property.
IN WITNESS WHEREOF, the parties hereto have set their-hand and seals and
caused these presents to be executed in their respective names by authority duly given, and their
corporate seal affixed, the day and year above first written.
GRANTOR:
LANE FARMS, INC., a North Carolina
Corporation
(Corporate Seal)
By:
William D. Lane, President
Page 9
ATTEST:
Michaei T dd Lane, Secretary
GRANTEE:
(Corporate Seal)
ATTEST:
Pauline Wright
Secretary to the Board of
Transportation and Custodian of the
Seal of the Department of Transportation
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION, a agency of the State
of North Carolina
4T- n . &w; Jr.
Manager
Right-of-Way Branch
APPROVED AS TO FORM:
(SEAL)
ki, Madd ey
t Attorney Genera
Page 10
NORTH CAROLINA
WAYNE COUNTY
I,c? a,-fi(O-a-4 a Notary Public of County, North Carolina,
do hereby certify that Michael Todd Lane personally appeared before me this day and
acknowledged that he is the Secretary of Lane Farms, Inc., a North Carolina corporation, and
that by authority duly given and as the act of the corporation the foregoing instrument was
signed in its name by its President, sealed with its corporate seal and attested by himself as its
secretary.
Witness my hand and notarial seal this thejq/'k day of 19 53-
M y coniinIssi0n, expires:
14
?? i•? r •, 044. ?>'
NORTH CAROLINA
WA`ti? COUNTY
(.v kJ5
(Notary Public)

This the p day of , 1995, personally appeared before me,
,. a Notary Public in and for said State and County, Pauline
Wright, who by me duly sworn, says that she knows the Seal of the Department of
Transportation and is acquainted with John B. Williamson, Jr., who is Manager of the Right-of-
Way Branch of the Division of Highways of said Department, and that she, the said Pauline
Wright, is the Secretary to the Board of Transportation and Custodian of the Seal of the
Department of Transportation, saw said Manager of the Right-of-Way Branch sign the foregoing
instrument, that she, the said Pauline Wright, is the Secretary to the Board of Transportation and
Custodian of the Seal of the Department of Transportation, affixed said Seal to.said instrument
and-.signed,her..-name in attestation of the execution thereof in the presence of said Manager of
the Rfdi t-of ,Way'?Branch.
Witness my hand and seal this the ?01Lt day of 1995.
Notary Public
My Commission Expires:

Page 11
EXHIBIT A
PROPERTY DESCRIPTION
BEGINNING AT AN IRON STAKE, THE SOUTHWESTERN MOST CORNER OF THE
FRANCES IDA J. GREENE PROPERTY AS DESCRIBED IN THE DEED BOOK 1119,
PAGE 424, A COMMON CORNER OF SAID GREENE PROPERTY AND LANE FARMS,
INC. AS DESCRIBED IN DEED BOOK 966, PAGE 775. FOURTH TRACT; THENCE
FROM SAID BEGINNING N 61 ° 56'39" W 273.62 FEET TO AN IRON STAKE; THENCE
S 67° 14' 03" W 88.07 FEET TO AN IRON STAKE; THENCE N 28° 06' 54" W 385.0$
FEET TO AN IRON STAKE; THENCE N 05 ° 13' 20" E 655.63 FEET TO AN IRON
STAKE; THENCE N 17° 33' 13" E 353.93 FEET TO AN IRON STAKE. THENCE N 45°
49' 57" E 249.53 FEET TO AN IRON STAKE, SAID STAKE HAVING N.C. GRID
COORDINATES OF Y - 557,838.61991 AND X - 2,336,190.68889; THENCE CONTINUED
N 45 ° 49'57" E 14.33 FEET TO A POINT IN THE LINE OF THE NANCY G. FARNETANI
PROPERTY AS DESCRIBED IN DEED BOOK 1452, PAGE 217; THENCE WITH THE
FARNETANI LINE, TO AND WITH THE GREENE LINE S. 47° 39' 51" E 1193.00 FEET
TO AN IRON STAKE; THENCE S 42° 20' 09" W 1089.00 FEET TO THE POINT OF
BEGINNING. THIS BEING APPROXIMATELY 26.69 ACRES.
\wpdocs\48050ce. fin: 113095
Page 12
5TATj
3
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GOVERNOR P.O. BOX 25201, RALEIGH. N.G 27611-5201 SECRETARY
January 16, 1995
Mr. Eric Alsmeyer
Regulatory Field Office
U. S. Army Corps of Engineers
6512 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina 27615
Dear Mr. Alsmeyer:
Subject: Wilson County, First segment of the Wilson Bypass Project, TIP No. R-1023AA,
Federal Aid Project No. F-38-1(54), State Project No. 8.1340301, USACOE
Action ID No. 199201219
Pursuant to your recent request, this correspondence is provided as justification for
NCDOT's proposal to utilize the Seven Springs Wetland Mitigation site as compensatory
mitigation for the above referenced project and will also discuss NCDOT's mitigation alternative
analysis completed for the project. Based on our November 30, 1995 letter our current proposal
is to reduce ("buy down") the overall wetland impacts associated with the project by mitigating
only for the high-value wetlands (riverine wetlands) effected.
The search for mitigation started in March of 1994. The initial goal of this search was to
identify property that would provide mitigation for the entire Wilson Bypass project. The
estimated area of wetland impacts utilized for the search was 112 acres.
The search began with an on-site analysis which revealed two potential mitigation sites
(Flowers borrow pit and Wilson Landfill). However, further review concluded that the Flowers
Property was to small to meet our goals and would not be economically feasible. The Wilson
landfill was also dropped from consideration because of cost and size of the property. Table 1
provides additional information regarding these properties.
Once all on-site possibilities had been evaluated and considered no longer feasible,
NCDOT begin searching off-site for potential mitigation opportunities including Wilson, Greene
and Wayne counties. It is important to note that during this time NCDOT was evaluating all
potential mitigation sites within the same watershed and physiographic region as the impacts. The

requirement to find suitable mitigation within the same sub-basin as the impacts had not been
stated at the time. As a result of recent COE concerns, the following discussion concerning
NCDOT off-site mitigation alternatives will only include those sites identified within the same
sub-basin as the project.
Nine sites were initially identified and evaluated (see Table 1). The Crocker, Woodward
and Edmundson tracts were dropped from consideration after a site visit with the COE (Jean
Manuele). It was determined that these sites were not feasible due to limited acreage,
hydrological limitations, and failure to provide riverine mitigation. An additional property
(Exxum borrow pit) was evaluated by the COE and was determined to be jurisdictional waters of
the US. As a result, this property was also no longer considered.
Additional properties evaluated included the Eagles, Lancaster, Speight, Aycock, and
Gurley properties. The Eagles site is bisected by a pipeline which has problems with access, and
hydrology and vegetative re-establishment. The Lancaster and Speight properties were
determined to be either too small or to have no riverine restoration potential. The Aycock tract,
although large, would not provide any riverine mitigation; therefore, it was no longer considered.
The Gurley tract was not identified until April 1995. After initial studies this property was
recommended for acquisition (June 1995) because it would meet our initial goals. A preliminary
mitigation plan was developed for the property and submitted for review by the agencies.
However, based on agency comments it was apparent that NCDOT would be unable to provide a
final mitigation plan for the site in time to meet the schedule for the project.
Therefore, additional alternatives were evaluated to ensure that the first segment of the
project could meet the schedule. It is important to note that the initial goal of the mitigation
search has changed from finding suitable mitigation for the entire project to satisfying mitigation
requirements for the first segment of the project. The main goal of the search was to find
appropriate mitigation that would satisfy the requirement of the COE Nationwide Permit that had
been issued for the project. The Seven Springs site appears to be the only alternative that will
meet the mitigation requirement and allow project construction to begin.
If you have any questions concerning this information, please do not hesitate to call
Scott P. Gottfried at 919-733-7844, Ext. 307.
Sincerely,
in Vick, ZP, ger
Planning and Environmental Branch
HFV/plr
Enclosures
cc: District Engineer, COE Wilmington
Mike Smith, COE Raleigh
Table 1: Mitigation Sites
SITES ACREAGE MITIGATION
POTENTIAL CONSTRAINTS
Flowers 10 Bl Hdwd small, cost
Wilson Landfill 15 Bl Hdwd small, cost
Crocker +15 Wet Flat small, no riverine
Woodward +15 Wet Flat small, no riverine
Edmundson +15 Wet Flat small, no riverine
Exxum 55 Wverine, BL Hdwd cost
Eagles 50 Wet Flat pipeline, no riverine
Lancaster 15 BI Hdwd small, no riverine
S ei Tht 20 Riverine small
Aycock 175 Wet Flat no nverine
Gurley 170 BI Hdwd none
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A, Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Mr. Franklin Vick
Planning and Environmental Branch
NC DOT
P. O. Box 25201
Raleigh, N.C. 276011-5201
Dear Mr. Vick:
4 0 o
®f ---0
S:,ptember 22, 1995
Wilson County
DEM Project # 95203
a n
You have our approval to place fill material in 25.32 (17.83 acres of wetlands) acres of wetlands
or waters for the purpose of constructing a portion of the Wilson Bypass at Wilson, as you described
in your application dated June 9, 1995, June 27, 1995 and August 9, 1995. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Numbers
2671 and 2732. These certifications allow you to use Nationwide Permit Numbers 26 and 14 when
they are issued by the Corps of Engineers.
This approval is only valid 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.
For this approval to be valid, you must follow the conditions listed in the attached certification. An
additional condition is that a compensatory wetland mitigation plan must be submitted to DEM and
approved by this office before constriction begins. In addition, you should get nay other federal, state
or local permits before you go ahead with your project.
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 which 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 Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DEM Regional Office
Mr. John Domey
Central Files
Scott Gottfried, DOT
Sincerely,
ston oward, Jr. P. .
95203.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX 919=733-2496
An Equal Opportunity Affirmative Action Employer 50% recycled/ 1096 post-consumor paper
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REPLYTO
ATMUMN QE
DEPARTMEUT OF THE ARMY
WILMINGTON 013TWC71 COZPS OF C;IGCIEEn3
P.O. EOX I ago
WILMINGTON. NORTH CAROLINA 2a402.1 BW
Saptembor 12, 1995
Regulatory Branch
Action ID. 199201719 and Nationwida Parmit Numbarn 14 (Road Crouning)
and 26 (Eioadwatora and Toolated Waters)
Mr, H. Franklin Vick, Manager
Planning and Environmental Branch
North Carolina Dopartment of Transportation
Divipion of I11911ways
P.O. Box 25201
Raleigh, North Carolina 27611-5201
Dear Mr. Vick:
?* ,gi45J{
Reference your application of June 9, 1995, subsequently revised on
June 27, 1995 and August 9, 1995, for Department of the Army authorization to
diachavgo fill material, causing the Iona of a total of 25.32 aeras of waters
or the United Staters, including 17,03 acroa of wetlands 114.72 acres
filled/drained and 0.91 acre excavated) adjacent to Shepherds Branch and other
tributaries to Contentnea Croak, for. the construction of the first segment of
tho propoaad U.S. 244 Wiloon Bypass, west of tlilson, wilnon County, North
Carolina (TIP Project R-1023AA, State Project No. O.T340302).
For the purposes of the Corps of Engincors" Regulatory Program, Title
33, Code of Federal Regulations (CPR), Part 330.6, publiahad in the Federal
Rog?atar on November 22, 1991, liato nationwide permits. Authorization was
provided, pursuant to Section 404 v[ the Clean Water Act, for diochargca of
dredged or fill material into headwaters and isolated watts.
Authorisation, pursuant to Section 10 of the Rivera and Harborn Act of
x.099 and section 404 of the Clcan Dater Act, wan also provided for fills for
roads eroaaing waters of the United states (including wetlands and other
special aquatic aitea) provided;
a. The width of the fill is limited to the minimum necessary for the
actual crooaingj
b. The fill placed in waters of the United States is limited to a
filled area of no mono than one-third acre. Furthermore, no more than a total
of 200 linear foot of tho fill for the roadway can occur in spacial aquatic
uitaa, including wetlandal
c. The crooning is culverted, bridged or othorwiso donignad to pravent
the r4striatlW of, and to withstand, expected highflowo and the movement.of
aquatic organiamaj
Printed en P&cye&4 Pip„

zed 82T9 :ON _13i nN3 R J I NNd-d i0Q ON : Q I 92:O T G3M SS , -Od-d3S
II . .
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d. The crossing, including all attendant zoaturaa, both temporary and
parmanent, io part of a oinglc and edssrylCto project for crvzaing of a waticr of
the 'United 3tatcaj and
e. Ivor sills in spacial aquatic sites, including wetlands, the
pormittee notifies the District Ungineor in accordance with tho ,11otification"
gonrral condition.
Your work is authorized by those nationwide permits provided you receive
a section 401 water quality certification from the ITorth Carolina Division of
Environmental Managemant, and provided it is accompliahod in atriat aeeordanco
with your submitted plana, the enclosed general conditiona, and tho following
special condition:
Puraunnt to Titla 33CVRF Appendix A to Dart 330, itationuida permit
condition 13(d), a co Plata, sinal componnatory uatland mitigation plan,
that will raduca tho advorao ottocto to the salnimal level, oust bo
submitted and approved by this office. Ho cork racy proceed within
avatars of the Unitad 9tataa, including watlanda, without thin approvad
mitigation plan.
You should contact Mr. John Dorney, telephone [phone], regarding
water quality certification. Theac nationwide permits do not relieva you of
tho roopoualbiliEy to obtain othur required State or local approvalu.
This veriticucion will be valid until the nationwide permit iv modified,
raissued or revoked, which will occur prior to January 21, 1997. It is
incumbent upon you to remain informed of changes to the nationwide pcrmitsl,
which will be announced by public notioa when they occur. if you com.monco, or
are under contract to commence, thin activity befora the dato tho nationwide
permit is modified or revoked, you will have twslva montha from tho data of
the modification or revocation to complete the activity under the present
torma and eanditiona of thisa nationwide permit-
Thlo authorization is only valid Car the work dealt ib4d above. Pleanc
note. that a comploto analysis of the impacts aaaoeiated with the U.S. 264
Bypass? Around Wilson, including related activiEies authorized by nationwide
parmita, will be included in any individual permit documentation developed for
thin Srojoot.
E0d BET9 :ON -131 nN3 q 9INNH-Id lOQ ON:QI LE:OT CBM SS,-Od-d35

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Questions or comments may bo addressed to Mr. Eric Alamayor of my
Raleigh field office regulatory ataff, at telephone [phone], extension
33.
Sincerely,
G. Nayno Wright
Chief, Regulatory Branch
Rnclaoura
Copies Furnionea (without enclosure)
V Mr. Scott cottfriod
Planning and Environmantal Dtanch
North Carolina Deparkmcat of
Tr=uportation Division of Highways
P.O. Box 25201
Raleigh, North Carolina 27611-5201
Mr. kToun Dornoy
Stator Quality Section
Division of anvironmental Mgmt.
Ilorth Carolina Dopartmont of
environment, Health and
Natural Resources
Poot Office Box 29535
Rnlaigh, lie 77G2G-0535
ff :ON X31 AN3 q 9I NNU-1d 10a ON c a I SE : 0 Z mM S6 s -0E-d3S--
r N. C. llhPAIt'I'MENT OF TRANSPOPTATION

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ACTION
L..1 NOTE AND FILE PER OUR CONVERSATION
? NOTE AND RETURN TO ME FLR YOUR REQUEST
? RETURN WITH MORE DETAILS FOR YOUR APPROVAL
? NOTE AND SEE ME ADOUT THIS FOR YOUR INFORMATION
C PLEA5E ANSWER _J FOR YOUR COMMENTS
? PREPARE REPLY FUH MY SIGNATURE r' SIGNATURE
n TAKE APPROPRIATE ACTION ? INVESTIGATE AND REPORT
COMMENTS:

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT. JR. DIVISION OF HIGHWAYS
GovewNoR P.O. BOX 25201. RALEIGH. N.C. 27611-5201
July 27, 1995
Ms. Jean Manuele v 1 I
Regulatory Field Office
U.S. Army Corps of Engineers
6512 Falls of the Neuse Road Suite 105
Raleigh, North Carolina
Dear Ms. Manuele:
Subject: Wilson County, First segment of the Wilson Bypass Project, TIP No.
R-1023 AA, Federal Aid Project No. NHF-38-1(66), State Project No.
8.T340305, USACOE Action ID No. 19920219
The following is in response to your recent correspondence regarding the Nationwide Permit
application for the above referenced project. As discussed in our June 27, 1995 letter we will
submit a modified proposal that will reduce wetland impacts through compensatory
mitigation. A mitigation plan is in the process of being prepared for the Gurley tract located
adjacent to Nahunta Swamp a tributary of Contentnea Creek in Greene County. This
information will be submitted to your office by August 10, 1995 for your review. If you have
any questions concerning this letter, please do not hesitate to call Scott P. Gottfried at 919-
733-3141, Ext. 307.
Sincerely,
H. Franklin Vick, P.E., Manager
Planning and Environmental Branch
HFV/plr
Enclosures
cc: District Engineer, COE Wilmington
John Dorney, DEM
Kelly Barger, P.E., Project Management Unit
Don Morton, P.E., HighwayDesign Branch
A.L. Hankins, P.E., Hydraulics
D.R. Dupree, P.E., Division 4 Engineer
Charles Cox, P.E., Project Planning Engineer

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.u
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS R. SAMUEL HUNT 111
GOVERNOR P.O. BOX 25201, RALEIGH, N.G 27611-5201 SECRETARY
August 9, 1995
F _ c?
P,UG 01-r
Ms. Jean Manuele _ --
Regulatory Field Office
U.S. Army Corps of Engineers
6512 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina 27615
Dear Ms. Manuele:
Subject: Wilson County, First segment of the Wilson By-Pass Project, TIP No. R-1023AA,
Federal Aid Project No. F-38-1(54), State Project No. 8.1340301, USACOE
Action ID No. 199201219
Please find enclosed a copy of the Mitigation Plan for the above referenced project.
Pursuant to the your agency's July 21, 1995 letter, this plan is to modify and supplement our
current Pre-Construction Notification that is being processed by your office. The proposed plan
will compensate for wetland impacts associated with the first segment of the Wilson By-Pass
project by providing wetland restoration, enhancement and preservation on approximately 190
acres of property along Nahunta Swamp in Greene County. Based on this information the
mitigation site offers opportunities for providing both riverine and nonriverine wetland mitigation
which are the type wetland impacts associated with the project.
The implementation of the enclosed plan will provide compensatory mitigation for all
impacts associated with this project. The remaining credits are expected to be available for
unavoidable wetland impacts associated with future segments of the Wilson Bypass.
As a result of this modified proposal, it is NCDOT's opinion that the impacts associated
with this project will not "result in more than minimal adverse environmental effects either
individually or cumulatively" (33 CFR 330). Therefore NCDOT request that the project still be
D

2
permitted under Nationwide Permits. If you have any questions concerning this information,
please do not hesitate to call Scott P. Gottfried at 919-733-3141, Ext. 307.
Sincere ,
H. Franklin Vick, P.E., Manager
Planning and Environmental Branch
HF V/sg
Enclosures
cc: District Engineer, COE Wilmington
Mr. Eric Galamb, DEM
USFWS
David Cox, WRC
i
?I AUG 0
MITIGATION PLAN
N.C. DEPARTMENT OF TRANSPORTATION
FIRST SEGMENT OF THE WILSON BYPASS
TRAFFIC IMPROVEMENT PROJECT (TIP): R-1023AA
WILSON COUNTY, NORTH CAROLINA
Prepared for:
The North Carolina Department of Transportation
Raleigh, North Carolina
Prepared by:
Environmental Services, Inc.
1318 Dale Street, Suite 220
Raleigh, North Carolina 27605
August 1995
TABLE OF CONTENTS
Page
LIST OF FIGURES ...................................................ii
LIST OF TABLES .................................................. iii
1.0 INTRODUCTION ...............................................1
1.1 Methodology ....................................... 1
2.0 IMPACTED WETLAND RESOURCES ................................. 4
3.0 MITIGATION POLICY ........................................... 9
4.0 MITIGATION SITE ............................................ 11
4.1 General ..........................................11
4.2 Existinc Conditions .................................. 11
4.2.1 Pant Communities ............................. 11
4.2.2 Soils ....................................... 15
4.2.3 Geology and Hydrogeology ................... '.... 15
4.2.4 Jurisdictional Wetlands .......................... 19
5.0 MITIGATION PLAN ............................................ 21
5.1 Wetland :: ;ydrological Restoration ......................... 21
5.2 Plant Community Restoration ............................ 22
5.2.1 Planting Plan ................................. 23
5.2.2 Planting Program .............................. 23
5.3 Wetland Soil Restoration ............................... 23
6.0 MONITORING PLAN ........................................... 27
6.1 Hydrolcgy Monitoring ................................ 27
6.2 Hydrolcgy Success Criteria ............................ 27
6.3 Vegetaion ....................................... 27
6.4 Vegeta_ion Success Criteria ............................ 28
7.0 WETLAND MITIGATION POTENTIAL ............................... 29
8.0 DISPENSATION OF FROPERTY ................................... 31
9.0 REFERENCES CITED ...........................................32
LIST OF FIGURES
Page
Figure 1 - Project Site Location (R-1023AA) ............................. 2
Figure 2 - Nahunta Swamp Mitigation Site .............................. 12
Figure 3 - Plant Communities ....................................... 13
Figure 4 - Natural Resource Conservation Service (NRCS) Soil Survey .......... 16
Figure 5 - Hydrologic Pathways .................................. 18
Figure 6 - Jurisdictional Wetland Estimates ............................. 20
Figure 7 - Example of Community Types for Wetland
Restoration and Enhancement Plantings ........................ 25
Figure 8 - Potential Wetland Mitigation Credit ........................... 30
LIST OF TABLES
Pace
Table 1 - Wetland Impacts by Class ...................................
Table 2 - Example of Target Community Types and Species
for Wetland Restoration and Enhancement Planning ................ 2=
Table 3 - Mitigation Credit Potential .......................... ...... 29
MITIGATION PLAN
N.C. DEPARTMENT OF TRANSPORTATION
FIRST SEGMENT OF THE WILSON BYPASS
TRAFFIC IMPROVEMENT PROJECT (TIP): R-1023AA
WILSON COUNTY, NORTH CAROLINA
1.0 INTRODUCTION
The North Carolina Department of Transportation (NCDOT) proposes to construct a US 264
bypass around the town of Wilson, in Wilson County, North Carolina. This proposed 21
kilometer (13 mile) project entails highway construction on new location-extending from the
approach of US 264 to US 264A to the US 264 merge with NC 58 southeast of Wilson. The
environmental impacts of this project were studied in an Environmental Impact Statement (EIS)
(NCDOT 1991). This document evaluated several alternatives, including a no-build option, and
several bypass corridors south of the town of Wilson. Subsequently, the preferred alternative
was selected to avoid and minimize wetland impacts while considering public need and travel
safety.
The first segment of the Wilson Bypass entails construction of a four-lane divided highway
extending approximately 5.3 kilometers (3.3 miles) from the western end of the proposed
alignment at US 264A to just east of SR 1 136 (Figure 1). A Section 404 permit application
was submitted in May, 1994 for 7.2 hectares (17.8 acres) of wetland impacts associated with
development of the initial segment. This mitigation plan has been developed to propose a
mitigation strategy for dealing with these anticipated wetland losses. Information contained
in this report is intended to supplement and support NCDOT's Section 404 permit application
and request for 401 Water Quality Certification.
1.1 Methodology
Wetlands within the project corridor were initially mapped and classified in 1991 by NCDOT
personnel as part of the EIS. Wetlands were identified based upon parameters outlined in the
"Federal Manual for Identifying and Delineating Jurisdictional Wetlands (89 Manual)"(FICWD ,
1989). Subsequently, wetlands were revisited in 1995 by NCDOT personnel to conform
jurisdictional mapping to wetland parameters enumerated in the "Corps of Engineers Wetland
Delineation Manual (87 Manual)" (DOA 1987). Wetlands were classified using the U.S. Fish
and Wildlife Service (USFWS) manual, Classification of Wetlands and Deepwater Habitats of
the United States" (Cowardin et al. 1979).
1
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US 264 Wilson Bypass
(R 1023 AA)
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Figure-.
Environmental _ + -•? ?,
Services, Inc Site location
1313 Dale Street Fir Segment ent of the US 264 Project: ER94018.10 , 7-?7?. ? ?''. ?? ? :?,,I• ?
- r IJ
Suite 220 W113on Bypass t ,^ -}?' ?-- `•
Raleigh, NC 27605 Wilson County, NC t
Date: August 1995 /` -- i

During wetland evaluations, the Department of Environmental Management (DEM) Wetland
Rating System was employed to characterize wetland quality relative to DEM standards (DEM
1993). The primary use of this rating system is as a tool for making decisions regarding 401
Water Quality Certification by DEM. The rating system uses a stepdown key to rate 10 values
of wetlands including: 1) water storage; 2) bank/shoreline stabilization; 3) pollutant removal;
4) sensitive watershed; 5) travel corridor; 6) special ecological attributes; 7) wildlife habitat;
8) aquatic life value; 9) recreation/education; and 10) economic value. Wetland values within
each category are combined to generate a total score on a 100 point scale. Lower scores
denote a wetland site considered less important for protection of water quality and other
wetland values.
Design specifications and avoidance/minimization issues for the Wilson Bypass initial segment
were addressed in the Section 404 permit application and in the EIS. Secondary impacts to
wetlands through roadside ditching and clearing were also..quantified and added to anticipated
wetland impacts (Letter from NCDOT to the U.S. Army Corps of Engineers (COE); dated
6/27/95).
In the spring of 1995, NCDOT performed a search for suitable wetland mitigation sites within
the Wilson Bypass region. Subsequently, a preferred mitigation site was identified within
Nahunta Swamp near the Wayne County/Greene County line in eastern North Carolina. ESI
scientists performed preliminary field investigations in July 1995, including cursory
hydrological evaluations, general confirmation of Natural Resource Conservation Service soil
survey map units (USDA 1980), evaluation of on-site resources and existing jurisdictional
status of the tract. Subsequently, this compensatory mitigation strategy has been developed
to provide compensation for direct and indirect impacts to approximately 7.2 hectares (17.8
acres of wetlands impacted by R-1023AA.
3
2.0 IMPACTED WETLAND RESOURCES
Approximately 7.2 hectares (17.8 acres) of wetlands may be directly impacted along the 5.3
kilometer (3.3 mile) segment of the proposed US 264 Wilson Bypass. Impacted wetland types
within the project corridor have been grouped into riverine/bottomland wetlands and
nonriverine/interstream wetlands for descriptive purposes. Wetland classes and primary
wetland types within proposed construction limits are quantified in Table 1. Table 1 also
depicts Division of Environmental Management (DEM) wetland rating system average scores
for the riverine and nonriverine wetland classes. A total of 19 wetland crossings were
evaluated using the DEM system.
TABLE 1: Wetland Impacts by Class
Nonri verine Wetland Class Nonriverine Wetland Class Riverine Wetland Class

Palustrine forested and Palustrine emergent; Palustrine forested,
Wetland palustrine shrub-scrub, temporarily to permanently broad-leaved deciduous;
Type broad-leaved deciduous ! flooded, excavated; temporarily to TOTAL
(needle-leaved evergreen); PEM1Ax and PEM1Hx seasonally flooded;
temporarily flooded; PF01A and PF01C
PF01 A, PF01 /4A, PSS 1 /4
Area Impacted
hectare (acre) 4.6 (11.3) 0.9 (2.2) 1.7(4.3) 7.2
(17.8)
DEM # of sites sampled: 11 # of sites sampled: 3 .. of sites sampled: 5
Wetland Rating Range: 12-16 Range: 12-63 Range: 40-73 r
Average (mean): 13 Average (mean): 34 Average (mean): 60
System
A brief description of affected wetland types is provided. Although no detailed wetland
functional assessment was performed, a brief description of wetland functions discerned from
the DEM wetland rating process and wetland characterizations is provided.
Nonriverine Wetlands: Palustrine forested and shrub-scrub, broad-leaved deciduous/(needle-
leaved evergreen), temporarily flooded wetlands (PF01A, (PF0114A), PSS1/4A)
Impacts to nonriverine pine/hardwood forested wetlands (4.6 hectares (11.3 acres)) represent
a majority of wetland impacts associated with this segment of the Wilson Bypass. For
descriptive purposes, wetland types include all successional stages of nonriverine wet
hardwood forests and wet hardwood/pine mixed forest intergrades. These wetlands are
positioned along the center of interstream tracts which are temporarily saturated or inundated
during early portions of the growing season. Interstream wetlands are typically located within
farmed landscapes or road networks and exhibit limited forest connectivity with
riverine/bottomland corridors. Interstream wetlands exhibit indications of disturbance such as
4
antecedent farming, direct or indirect drainage, and systematic logging. Included within this
wetland class is minimal acreage of palustrine, shrub scrub, broad leaved deciduous/needle-
leaved evergreen, temporarily flooded wetlands (PSS1/4A). This community represents
interstream wetland forest which has been clear cut in the last 15 years.
Soil types within interstream wetlands include the Rains (Typic Ochraquults), Grantham (Typic
Paleaquults), and Toisnot (Typic Fragiaquults) series (USDA 1983). These soils are nearly
level, poorly drained, with the seasonal high water table at or near the surface. Permeability
is moderate to slow with perching of rainwater and ponding most likely upon a fragipan within
the Toisnot soil map unit. The fragipan consists of a compact, brittle layer between the depths
of 25 and 56 inches. When drained, The Rains and Grantham series are well suited for
agriculture. Within the Toisnot series, fragipan depth and thickness limits drainage potential
required for agricultural production.
Characteristic tree species include sweet gum (Liquidambar styraciflua), tulip poplar
(Liriodendron tulipifera), sweet bay (Magnolia virginiana), red maple (Acer rubrum), water oak
(Quercus nigra), and loblolly pine (Pious taeda). Common understory/shrub elements include
swamp red bay (Persea palustris), highbush blueberry (Vaccinium corymbosum), horsesugar
(Symplocus tinctoria), American holly (//ex opaca) and sweet pepperbush (Clethra alnifolia).
Ground cover species include partridge berry (Mitchella repens), switch cane (Arundinaria
gigantea), beauty berry (Callicarpa americana), cinnamon fern (Osmunda cinnamomea), and ink
berry (Ilex glabra).
Nonriverine forested wetlands, when compared to riverine systems, appear to exhibit relatively
low value for performance of most physical wetland functions as indicated by the DEM
wetland ratings. The DEM wetland ratings, which weight physical processes, ranged from 12
to 16 out of 100 possible points. Expected physical functions include long-term water storage
during periods of groundwater drawdown, moderation of groundwater flow/movement within
the watershed, and attenuation of surface runoff into streams and agricultural (slope) areas
of lower landscape position (Adamus et al. 1991). In essence, relatively undisturbed
nonriverine wetlands may act as effective retention areas for rainfall and potentially
groundwater. Stored water is then released in moderation through subsurface flow or first
order stream flow towards the lower watershed.
The ability of impacted interstream wetland resources to perform physical wetland functions
appears to be degraded by adjacent land use practices. Channelization of first order streams
and fragmentation within farm fields surrounding interstream wetlands has accelerated the
transport of stored water and rainfall from these interstream flats, into downstream areas.
Ditching has also lowered the seasonal high water table to marginal wetland levels in some
5
areas. Evidence of above ground hydrology within these systems is limited to isolated, very
small pockets which fill with water during winter and early spring. Therefore, the primary
function of interstream wetland areas may be to support biotic resources in the region which
are dependent upon forested wetlands for survival.
Interstream wetlands often provide a large majority of remaining forested habitat for native
wildlife (Adamus and Stockwell 1983). Interstream wetlands represent a substantial
component of remaining forest acreage within the coastal plain of North Carolina. Most
uplands and historical wetland areas in the region are currently farmed. Therefore, the
maintenance of species distributions and abundance is dependent, in part, upon intact
nonriverine wetlands. Habitat value of interstream wetlands, when interspersed and connected
with bottomland systems, is considered important to maintenance of characteristic wildlife
guilds (USFWS 1981). No net loss of interstream wetland function and connectivity for
wildlife in the region should assist in maintaining species distributions and abundance.
Evaluations of aerial photography indicate that impacted nonriverine wetlands exhibit low to
moderate connectivity with regional bottomland corridors. The proximity of these areas to the
Contentnea Creek corridor may provide for movement (genetic or migratory) of regional wildlife
guilds capable of traversing open fields and road corridors. However, the fragmentation of
impacted interstream wetlands within the farmed landscape limits travel and migration for
many wildlife populations such as black bear (Ursus americana). Further reductions in wildlife
value for reptile and amphibian reproduction may have-resulted from partial drainage of these
tracts and reductions in surface inundation within depressional areas during the early growing
season. Extensive clear-cutting and selective. harvesting have further altered the spatial
habitat structure these wetlands once provided to area wildlife. Mitigation requirements to
provide no net loss of function should include restoration of spatial habitat structure within a
contiguous nonriverine wetland area that exhibits connectivity to a regional wildlife corridor.
Nonriverine Wetlands: Palustrine emergent, persistent, temporarily to permanently flooded,
excavated (PEM 1 Ax and PEM 1 Hx)
Approximately 0.9 hectares (2.2 acres) of palustrine emergent wetlands occur within man-
made structures such as borrow ponds and/or incidental impoundments. These systems are
nonriverine in function and occur along broad slopes positioned between interstream flats and
bottomland systems.
Soils consist primarily of the Udorthents series characteristic of areas where the soil solum and
portions of underlying parent material have been removed. The soil surface is often
characterized by sediments and nutrients imported by runoff from pond spoil banks, adjacent
farmland, and/or roadway corridors. The sediments are intermixed with coarse marine
6
sediments which constitute the predominant parent material in the Wilson Bypass area. In
some instances, underlying granite bedrock is exposed in borrow pits excavated for coarse
sand and gravel.
The plant communities which inhabit palustrine emergent systems are adapted to varying
degrees of inundation. Characteristic species include cattail (Typha latifolia), bullrush (Scirpus
cyperinus), soft rush (Juncus effusus, Juncus sp.), blackberry (Rubus sp.), smartweed
(Polygonum sp.), sedge (Carex sp.), flat sedge (Cyperus sp.), spikerush (Eleocharis sp.), lizard
tail (Saururus cernuus), and occasional black willow (Sa/ix nigra). Plant species diversity tends
to be relatively high within palustrine emergent communities.
These systems tend to perform limited physical wetland function. For the most part, these
wetland communities represent perturbations in the landscape; hydric conditions appear to
have been. caused by human disturbances. Because of the small size, altered hydrogeology,
and isolated nature of borrow ponds, physical functions such as sediment stabilization,
sediment/toxicant retention, nutrient removal/transformation and flood flow alteration are
considered minimal. In some cases, the presence of borrow ponds and surrounding soil
disturbance may actually increase the quantity of sediments and overland runoff in lower
landscape areas.
DEM wetland ratings ranged from 12 to 63 for the three borrow ponds potentially impacted
by the road corridor. One PEM site rated relatively high during the wetland rating process
(score 63, See table 1 and Section 404 permit application). This system may support a
stabilized borrow pond and palustrine emergent community that is positioned between
farmfields and stream corridors. The system may intercept overland runoff and associated
sediments before these pollutants enter the stream. Therefore, protection of water quality
may increase the wetland value of this borrow pond.
Biological wetland function in impacted palustrine emergent systems is expected to be limited
due to the small size, disturbed soil substrate, and isolated nature of the systems. Although
these wetlands may provide occasional food and cover for passerine birds, wildlife usage is
considered minimal. Proposed replacement of wetland function within impacted borrow ponds
consists of stringent erosion and sediment control adjacent to wetlands, use of best
management practices (BMPs), and consolidation of wildlife function within a contiguous
nonriverine wetland mitigation area.
Palustrine forested, broad-leaved deciduous, seasonally flooded wetlands (PF01 C)
Impacted riverine/bottomland wetlands are concentrated within the floodplain of Shephards
Branch and several minor tributaries. Approximately 1.7 hectares (4.3 acres) of bottomland
7
wetlands may be impacted at these stream crossings. These systems are riverine in character
and support bottomland wetland functions associated with the interface of surface and
groundwater systems. Expression of wetland function in bottomland systems is often
correlated to overbank flooding and related hydrodynamics.
Hydric soil types occurring in these alluvial systems consist primarily of the Bibb loam (Typic
Fluvaquents) (USDA 1983). These are poorly drained, floodplain soils characteristic of major
streams in the region. The seasonal high water table is at a depth of 6 to 18 inches with the
map unit subject to frequent overbank flooding.
Character canopy species include sweet gum (Liquidambar styraciflua), red maple (Acer
rubrum), tulip poplar (Liriodendron tulipifera), willow oak (Quercus phellos), river birch (Betula
nigra), and loblolly pine (Pinus taeda). Understory species include sweet bay (Magnolia
'virgihiana), Carolina _ash (Fraxinus caroliniana), privet (Ligustrum sinense), switch cane
(Arundinaria gigantea), and sweet pepper bush (Clethra alnifolia). Netted-chain fern
(Woodwardia areolata), lizard's tail, false nettle (Boehmeria cylindrical, and Japanese
honeysuckle (Lonicera japonica) represent common groundcover components..
PF01 C wetlands are functionally valuable ecosystems. Because of their position in the
landscape (i.e. interspersed between agricultural fields and stream channels), these bottomland
communities act as major receptors of upland runoff (Cooper et al. 1986, Peterjohn and Correll
1984)). As such, important biogeochemical functions performed by floodplains which dissect
agricultural regions include removal of elements and compounds, retention of particulates (farm
sediments), organic carbon export, and nutrient cycling (Brinson et al. 1994).
Bottomland ecosystems provide valuable habitat for biotic resources in the region. Habitat
value of bottomland forests, especially for migrating and wintering species, is considered
important to maintenance of characteristic wildlife guilds and migratory species. Vegetational
diversity and aquatic affiliation offer all the necessary components (food, water, cover) needed
to support a variety of mammals and birds. In addition, seasonal inundation provides ideal
habitat opportunities for waterfowl, such as wood ducks, as well as a variety of reptiles and
amphibians.
Compensatory mitigation for unavoidable bottomland losses should entail in-kind replacement
of lost wetland function associated with riverine dynamics. Target replacement functions may
include retention of particulates, removal of elements and compounds, organic carbon export,
dynamic surface water storage, long-term surface water storage, and energy dissipation.
8
3.0 MITIGATION POLICY
Mitigaton for wetland losses from the proposed project is recommended in accordance with
Section 404(b)(1) Guidelines of the Clean Water Act (40 CFR 230), mitigation policy mandates
articulated in the COE/EPA Memorandum of Agreement (MOA; Page and Wilcher 1990),
Executive Order 11990 (42 FR 26961 (1977)), U.S. Fish and Wildlife Service (USFWS)
mitigation policy directives (46 FR 7644-7663 (1981)), and Federal Highway Administration
(FHW„) stepdown procedures (23 CFR 777.1-777.11). Mitigation has been defined in
National Environmental Policy Act (NEPA) regulations to include efforts which: a) avoid; b)
minimize; c) rectify; d) reduce or eliminate; or e) compensate for adverse impacts to the
envirc,invent (40 CFR 1508.22 (a-e)).
Section 404(b)(1) Guidelines, the COE/EPA MOA, and Executive Order 11990, stress
avoidance and minimization as primary considerations for protection of "waters of the United
States." Practicable alternatives must be fully evaluated before compensatory mitigation can
be discussed.
USFWS policy also emphasizes avoidance and minimization. However, for unavoidable losses,
USFVrS recommends that mitigation efforts be correlated with value and scarcity of the habitat
at risk. Habitat is classified into four Resource Categories based on decreasing importance and
value. with subsequent decreases in mitigation planning objectives (46 FR 7657-7658). The
forested wetlands in the project corridor would be considered Resource Category 2 (riverine
systems) or 3 (nonriverine systems) (high to moderate value), requiring a mitigation goal of no
net Icss of habitat (compensation through replacement of lost habitat function). Methods used
to achieve this goal include: the physical modification of replacement habitat to convert it to
the type that is lost, restoration or rehabilitation of previously altered habitat, increased
man&gement of similar replacement habitat so that in-kind value of the lost habitat is replaced,
or a combination of these measures.
FHWA policy stresses that all practicable measures should be taken to avoid or minimize harm
to wetlands which will be affected by federally funded highway construction. A sequencing
(ste-down) procedure is recommended in the event that avoidance is impossible. First,
consideration must be given to providing for mitigation within highway right-of-way limits,
gene ally through enhancement, restoration, or creation. Mitigation employed outside of the
high%vay right-of-way must be reviewed and approved on a case-by-case basis. Measures
should be designed "to reestablish, to the extent reasonable, a condition similar to that which
would have existed if the project were not built" (23 CFR 777.9(b)).
9
.e
Existing policy guidelines on mitigation sequencing have been employed for this project.
Measures to avoid, minimize, reduce, and eliminate wetland impacts have been employed
where feasible. NCDOT's efforts at impact avoidance and minimization are more fully
addressed in the Section 404 permit application and in the EIS.
Compensatory mitigation is proposed for all unavoidable impacts resulting from roadway
construction associated with the initial segment of the Wilson Bypass. Replacement of lost
wetland functions is considered paramount.
Mitigation banking - Mitigation banking may be considered as an integral part of this mitigation
project. After debiting for R-1023AA impacts, remaining credits from the Nahunta Swamp
site, if available, are expected to be "banked" for future use by NCDOT. This plan has been
formulated under recent guidance for the use and operation of mitigation banks (60 FR 12286-
12293, 1995) in order to facilitate the banking process. Mitigation banking is recognized as
a potential benefit in facilitating the permit process and providing more effective mitigation for
impacted wetlands.
10

4.0 MITIGATION SITE
4.1 General
The Nahunta Swamp mitigation site is being proposed to provide compensatory mitigation
needs for R-1023AA. The preliminary mitigation study area encompasses approximately 80
hectares (195 acres); however, the final acreage of the site will be dependent upon landowner
negotiations and the extent of wetland functional replacement available within the area. The
Nahunta Swamp site is located at the intersection of SR 1058 and Nahunta Swamp in western
Greene County, North Carolina. Figure 2 depicts the mitigation site overlaid upon U.S.
Geological Survey (USGS) topographic mapping.
The study area is interposed at the confluence of Beaver Branch and Nahunta Swamp. The
mitigation area contains primary and secondary floodplain terraces associated with both stream
corridors. Surface and groundwater hydrologic interactions are expected to be complex at the
confluence and also expected to interact with SR 1058, which transects the site. The site is
primarily riverine in historic condition and provides the potential to restore characteristic
riverine wetland function. The site may be used to compensate for riverine wetland impacts
associated with the proposed Wilson Bypass corridor.
Environmental Services, Inc. (ESI) personnel visited the mitigation site on July 17, 20, and 31,
1995 to evaluate existing plant communities and perform cursory assessments of soil and
hydrogeological conditions. Jurisdictional wetlands, degraded or eliminated wetlands, and
uplands were mapped on 1993 aerial photography based primarily on NRCS soil map units and
the extent and arrangement of ditches on the site. Subsequently, existing conditions were
described and a mitigation planning strategy developed to discern wetland mitigation potential.
4.2 Existing Conditions
4.2.1 Plant Communities
Distribution and composition of plant communities reflect landscape-level variations in
topography, soils, hydrology, and past or present land use practices. Communities identified
on the site include upland hardwood forest, agricultural fields on hydric soils, agricultural fields
on non-hydric soils, early successional forest on artificially drained hydric soils, and remaining
swamp forest immediately adjacent to Nahunta Swamp and Beaver Branch. Figure 3 depicts
the plant community map units on recent aerial photography.
Upland hardwood forest and successional forest regeneration occurs within upland portions
of the site. Mixed mesophytic hardwoods such as northern red oak (Quercus rubra), American
beech (Fagus grandifolia) swamp chestnut oak (Quercus michauxii), white oak (Quercus alba),
and mockernut hickory (Carya tomentosa) reside upon relic levies in the southern section of
the mitigation area. Elevated upland ridges in western and northern sections of the site
support more xeric community elements including southern red oak (Quercus falcata), black
11

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Services, Inc_ Site Location
1318 Dale Street Nahunta Swamp Mitigation Study Area Drawn 8y: JM Scalc: 1 In = 2067 Ft
Suite 220 Greene County. NC
Raieigh, NC _7605
Chcckcd By: JWD Dam: AugtFOt 1995
' ? 7
\1
oak (Quercus velutina), sassafras (Sassafras albidum), loblolly pine (Pinus taeda), and black
cherry (Prunus serotina).
Successional areas occupy effectively drained land on poorly, to very poorly drained hydric
soils. This area appears to support old-field succession or portions of the system may have
been clear-cut in the last 15 years. The high density of vegetation makes cursory evaluation
of interior community dynamics difficult. In areas within 30 meters (100 feet) of numerous
ditches, river birch (Betula nigra) often represents a majority of the developing tree canopy.
These monotypic patches of river birch range from 10 to 15 feet in height. Saplings of red
maple, eastern red cedar (Juniperus virginiana), swamp black gum (Nyssa biflora), sweet gum,
loblolly pine, and pond pine (Pinus serotina) were also observed as interior stems under 20 feet
tall. Dense herbaceous vegetation has restricted tree growth and includes an almost
impenetrable thicket of pioneer species such as black berry (Rubus spp.), greenbrier (Smilax
spp.), muscadine (Vitis rotundifolia), switch cane, dog fennel (Eupatorium capillifolium), asters
(Aster spp.), devil's walking stick (Aralia spinosa), Virginia creeper (Parthenocissus
quinquefolia), pokeweed (Phytolacca americana), winged sumac (Rhus copallina), and
impatiens (Impatiens capensis).
Agricultural fields occupy eastern and northern peripheries of the mitigation site. Agricultural
fields on hydric soils occur adjacent to SR 1058 and support varying degrees ,of organic soil
content and sporadic relic fluvial layers. Agricultural fields on non-hydric soils occupy a relic
levy adjacent to Nahunta Swamp and a broad convex ridge in the northern extreme of the site.
The complexity of soil and hydrologic interactions within prior converted farmland is difficult
to evaluate based on cursory field assessments. In addition the presence of the SR 1058
roadway fill and roadside ditch make evaluations of historic topographic and community
gradients unclear. Detailed topographic surveys, and hydrological studies may be required to
discern the historic community patterns in these areas.
Swamp forest fringes persist along the primary floodplains of Nahunta Swamp and Beaver
Branch. These areas appear to sustain periodic overbank flooding and reduced groundwater
inputs. Incoming groundwater appears to have been diverted from the floodplain into
numerous ditches and shunted directly into the stream channel. Canopy species observed
during preliminary assessments include sycamore (Platanus occidentalis), river birch, swamp
black gum, red maple, laurel oak (Quercus laurifolia), overcup oak (Quercus lyrata), cherrybark
oak (Quercus pagoda), Carolina ash, green ash (Fraxinus pennsylvanica), and American elm
(Ulmus americana). Based on the presence of stumps in the map unit, cypress may have been
systematically logged from the community. Understory and groundcover species include
character species such as dog hobble (Leucothoe axillaris), sweet pepper bush, highbush
blueberry (Vaccinium corymbosum), false nettle (Boehmeria cylindrica), lizard tail, impatiens,
and switch cane.
i
14
A 1
4.2.2 Soils
The primary soil-landform association on the mitigation site consists of the Bibb-Johnston-
Kinston complex associated with the primary and secondary floodplain terraces, stream levies,
and feeder tributaries of Nahunta Swamp (USDA 1980). Figure 4 depicts Natural Resource
Conservation Service (NRCS) hydric and non-hydric soil map units overlaid upon recent aerial
photography. Soil types include the Johnston series (Cumul/c Humaquepts), the Paxville series
(Typic Umbraquults), the Lumbee series (Typic Ochraquu/ts), the Pactolus series (Aquic
Quartzipsamments), and the Blanton series (Grossarenic Paleudults).
Soil texture within most of the site ranges from loam to sand of moderate to rapid permeability
In undrained condition, the seasonal high water table varies along the topographic gradient
from surface flooding to more than 2 meters (6 feet) below the soil surface.
Hydric soils are defined as "soils that are saturated, flooded, or ponded long enough during the
growing season to develop anaerobic conditions in the upper part (USDA 1987). NRCS
mapping (Figure 4) identifies hydric soils within the primary floodplains of Nahunta Swamp and
Beaver Branch in southern, eastern, and central portions of the mitigation site (Cumulic
Humaquepts, Johnston series). Areas further north of Nahunta Swamp support poorly drained
to very poorly drained, hydric soils (Umbraquults, Paxville series; Ochraquults, Lumbee series)
associated with a secondary stream terrace and small tributary between the' confluence of
Beaver Branch and Nahunta Swamp.
Several upland areas in the mitigation area support moderately well drained, non-hydric soils.
Upland systems include a narrow stream bank/levy system supporting the Pactolus series and
a broad, convex ridge supporting Blanton, Cowarts, and Wagram soils.
4.2.3 Geology and Hydrogeology
Geology
The subject site is located within the
Physiographic Province. The topograp
relatively flat stream valleys, and low t
predominantly underlain by sediment
consisting of fossiliferous clay with v
shell material concentrated in lense
Formations are also present along a no
of Contentnea Creek as it flows towa
The mitigation site is wedge
Beaver Branch on the east.
entral to. western portion of the Inner
/ of the Inner Coastal Plain is character
rolling hills. The surficial soils of Greer
of the Yorktown Formation, which is
ying amounts of fine-grained sand, blu!
(Brown 1985). The Cape Fear and
hwest to southeast trending belt that fo
the Neuse River.
shaped, and bounded by Nahunta Swamp on
The surficial soils consist of alluvial sediments
marine sediments typical of the region. Surficial soil types are discussed in
Based upon the USGS topographic map, total relief within the mitigation
)astal Plain
d by broad
County are
;scribed as
gray, with
lack Creek
ivs the path
the south and
and weathered
Section 3.2.2.
study area is
15

approximately 3.5 meters 0 2 ft). The estimated thickness of the surficial sediments is 4.5
to 6 meters 0 5 to 20 ft).
Regional groundwater flow in the Coastal Plain generally flows in a down dip direction, which
generally trends southeast in North Carolina. The rivers generally flow from northwest to
southeast in the Coastal Plain, roughly paralleling the dip direction. Shallow groundwater
occurs under unconfined conditions within 1.5 meters (5 feet) of the surface in much of the
region, as evidenced by the large expanses of hydric soils, and the extensive use of drainage
systems in agricultural fields.
The local hydrology is controlled by three facto
intervention. Under unconfined conditions groundwe
the land flowing from northern and western portion
Beaver Branch to the south and east. Groundwater
feet) of the surface in a series of six exploratory bor
July 1995. The soils onsite are conducive to rapii
hydraulic conductivities (35-50 cm/hr). Human imp
numerous drainage ditches, channelization and possib'
construction of several roads, including SR 1058, in t
the arrangement of ditches and channelized stream
preliminary investigations.
-s, topography, geology, and human
ter generally follows the topography of
of the site into Nahunta Swamp and
was encountered within 1.5 meters (5
ngs performed during a site visit on, 31
1 infiltration and exhibit relatively high
icts on the site include construction of
e diversion of stream segments, and the
ne immediate vicinity. Figure 5 depicts
segments identified on the site during
Approximately 3,300 linear meters (10,000 ft.) of ditches or channe
are identified on the site (Figure 5t. The drainage ditches and/or c
placed primarily along drainageways and stews ranging from approxi
ft.) to 200 meters (600 ft) apart. Ditches and canals range from apr
in northern portions of the site to approximately 5 feet deep at cc
Swamp.
i stream segments
elized streams are
fly 30 meters 0 00
mately 1 foot deep
snce with Nahunta
Stream and groundwater drainage on the site is predominantly southward towards Nahunta
Swamp, however drainage on the eastern edge of the site appears to flow towards Beaver
Branch, a tributary of Nahunta Swamp. USGS topographic mapping and National Wetland
Inventory (NWI) mapping places the primary Beaver Branch drainageway through the center
of the mitigation site (Figure 2). NRCS soil surveys also indicate a floodplain map unit
(Johnston series) extending through the site center from Nahunta Swamp north towards
Beaver Branch (Figure 4). Available resources indicate that stream flow within Beaver Branch
may have been diverted off the mitigation site and shunted along the eastern edge of SR
1058. Detailed topographic mapping, groundwater modeling, and stream modeling will be
performed to accurately locate hydrologic pathways and potential for stream redirection
strategies.

17 i

j I 1

( ? I

In addition to Beaver Branch and Nahunta Swamp, a small unnamed tributary, and a stream
head depression provide stream and floodplain dynamics within the mitigation area. A small
unnamed tributary enters the mitigation area along the western site boundary. This stream has
been channelized throughout a majority of its course but appears to have supported overbank
flooding and a backwater floodplain near its confluence with Nahunta Swamp.
A stream head depression and relic channel may occur within the northern extent of the NRCS
Johnston soil map unit (Figure 4). The density of successional vegetation made evaluation of
this system difficult during preliminary field studies. However, a seasonally to semi-
permanently saturated flat to depressional pocket was encountered at the base of a
pronounced toe slope. This system may be a groundwater fed depression that historically
supplied surface water to the mitigation site. Aerial photography indicates that a ditch
currently extends from this area to Nahunta Swamp.
4.2.4 Jurisdictional Wetlands -
Jurisdictional wetlands were evaluated from cursory field surveys, NRCS soil map units, and
interpretation of ditch arrangements within the study area. Potential jurisdiction was evaluated
relative to the criteria set forth in the COE Wetlands Delineation Manual (DOA 1987).
Estimates of jurisdictional extent are depicted in Figure 6. Jurisdictional wetlands most likely
persist within the lower floodplains of Nahunta Swamp and Beaver Branch. Remaining hydric
soil areas support systematic drainage and are not expected to maintain wetland hydrology as
defined in the 1987 wetland delineation manual. Jurisdictional open waters are expected to
persist within the drainage canals and ditches.
19

5.0 MITIGATION PLAN
5.1 Wetland Hydrological Restoration
Additional studies will be necessary to define the limits of hydrological influence on the subject
property. Even so, certain restoration techniques can be employed to restore wetland
hydrological integrity of the site regardless of the extent of current degradation.
The current COE criterion for wetland hydrological restoration is saturation of the soil to within
30 cm (12 inches) of the surface for 5%, or in some instances 12.5% percent of the growing
season. Additional hydrological restoration goals include reintroduction of surface and
floodplain hydrology to restore diversity within the Nahunta Swamp wetland complex. Based
upon NRCS data, the average growing season for Greene County is 242 days. Using the 5%
standard, 12 consecutive days of water at or near the surface will meet wetland hydrology
criteria. Under the 12.5% standard, 30 consecutive days-would be required to meet wetland
hydrology criteria (USDA 1980). The extent of hydric soils and historic stream contours
suggests that wetland hydrology criteria and mitigation goals are achievable on the mitigation
site.
Based on cursory field analysis and available information, wetland hydrological restoration
would require backfilling of ditches, construction of cross-sectional clay dikes, floodplain
restoration along channelized and/or diverted stream segments, provisions to avoid impacts
to adjacent properties, and modifications to prevent inundation or de-stabilization of SR 1058.
The ditches on the site (Figure 5) will be back-filled in a manner to minimize the former ditches
serving as pathways for preferential migration of groundwater. Failure to minimize preferential
migration will allow the former canals to function as french drains and short circuit the
groundwater flow at the site thereby jeopardizing restoration efforts. Construction of cross-
sectional clay dikes, mixing of bentonite or montmorillonite clays, and monitoring of post-fill
hydraulic conductivity of deposited material will be implemented to minimize preferential flow.
The filling of the ditches will both increase infiltration by increasing sheet flow across the
surface, and delay loss of infiltrated water through artificial drainage.
Along with backfilling the existing drainage system, channelized and/or relocated stream
segments may be modified to reintroduce overbank flow dynamics. During the course of field
investigations, several drainage features were encountered in the southwest portion of the site
which appear to be channelized streams. Partial filling, dechannelization, and/or weir
installation will facilitate reintroduction of overbank flooding, decrease erosion and sediment
loads, and reduce flow velocity of water in the stream channel. The frequency, duration, and
extent of overbank flooding which might be achieved cannot be forecast within the scope of
21
this study. The soil survey indicates that soils typical of floodplains are present at the site.
Additional detailed study is recommended to forecast the area which would be subject to
renewed flooding.
Available resources indicate that the primary Beaver Branch drainageway may have historically
passed through the center of the mitigation site (Figure 2). Currently, the stream is contained
to the east of SR 1058. Re-diversion of historic stream flow onto the mitigation site will be
investigated during hydrological modeling and implementation planning. Detailed topographic
mapping, groundwater modeling, and stream modeling will be performed to accurately locate
hydrologic pathways and to aid in planning for stream restoration efforts.
Levee construction along restored stream segments will be incorporated as needed to restore
backwater areas to native condition. Constructed levees are expected to reproduce the
functions-of a_natural levee by delaying the recession of flood waters back into the channel,
thus extending the period of water storage within the floodplain. As needed, openings in the
levee will be constructed to facilitate the desired frequency of diversion of flood waters onto
the site. Restoration of stream dynamics within channelized tributaries will be studied through
appropriate stream gauge placement and stream/groundwater modeling.
Restoration of wetland hydrological criteria on the subject site may be achieved with minimal
impact on adjacent properties. However, more detailed studies need to be conducted to more
accurately forecast the acreage and the impacts of restoration.
The proximity of SR 1058 to the wetland restoration area and the lack of relief between the
road and Beaver Branch makes it difficult to assess the impact of modifying or culverting
roadside ditches and farm field ditches within the scope of this study. Additional detailed
study is recommended to assess the impacts of hydrological alterations on both SR 1058 and
Beaver Branch.
5.2 Plant Community Restoration
Restoration of wetland forested communities will provide habitat for area wildlife and allows
development and expansion of characteristic wetland dependent species across the landscape.
Ecotonal changes between community types developed through a landscape approach to
wetland community restoration contribute to area diversity and provide secondary benefits,
such as enhanced feeding and nesting opportunities for mammals, birds, amphibians, and other
wildlife.
Reference Forest Ecosystem (RFE) data, field soil mapping, review of available literature,
ecosystem classification methodology, and predictions based on hydrological models will be
22
used to develop the final plant community associations that will be promoted during
community restoration activities. Community types proposed for restoration are discerned
from NRCS soil map units, and steady state structure described in Classification of the Natural
Communities of North Carolina (Schafale and Weakley 1990).
Table 2 and Figure 7 depict an example of the potential target community types and selected
species for planting within portions of each NRCS soil map unit. The final planting plan will
be dependent upon field soil mapping, hydrological model predictions, ecosystem classification
methodology, and RFE data. Communities potentially restored or enhanced include: 1) Coastal
Plain riverine swamp forest, blackwater subtype (Johnston soil map unit, Figure 4); 2) Coastal
Plain bottomland hardwood forest (Pactolus and Lumbee soil map unit); 3) stream head
Atlantic white cedar forest (Johnston soil map area in northern extreme); 4) wet hardwood
forest (wetland/upland transitions); and 5) mixed mesophytic to dry-mesic hardwood forest
(non-hydric-soil units). Stream. habitat and associated stream-side micro-communities such as
Coastal Plain levy forest inclusions may also be restored or enhanced on the site as a result
of restoration efforts.
5.2.1 Planting Plan
A planting plan is proposed for the mitigation areas to reestablish wetland community patterns
across the landscape. The plan consists of: 1) acquisition of available wetland species; 2)
implementation of proposed surface topography improvements; and 3) planting of selected
species on site.
The species selected for planting will be dependent upon the availability of local seedling
sources at the time of planting and the results of ecological analyses. Target planting densities
and total stems needed by species will be designed according to COE bottomland hardwood
forest mitigation guidelines (DOA 1993).
5.2.2 Planting Program
Bare root seedlings of tree species will be planted on 8-foot (2.4 m) centers (680 trees/acre)
within the specified map areas. In restoration areas, species at desired relative densities will
be alternated within adjacent centers whenever feasible. Planting will be performed between
December 1 and March 15 to allow plants to stabilize during the dormant period and set root
during the spring season. Removal or control of competing nuisance vegetation will be
implemented as necessary to facilitate adequate survival of target wetland and upland plants.
5.3 Wetland Soil Restoration
Land use practices have impacted soil characteristics on the mitigation site. Impacts include
the minimization of hydric conditions in upper soil horizons, the reduction in organic matter
23
w
TABLE 2
EXAMPLE OF TARGET COMMUNITY TYPES AND SPECIES FOR
WETLAND RESTORATION AND ENHANCEMENT PLANNING
1. Coastal Plain Riverine Swamp Forest (blackwater subtype) (Johnston soil map unit, Figure 4)
1. Bald Cypress (Taxodium distichum)
2. Tupelo Gum (Nyssa aquatica)
3. Swamp Black Gum (Nyssa biflora)
4. Swamp Cottonwood (Populus heterophylla)
5. Swamp Hickory (Carya aquatica)
6. Carolina Ash (Fraxinus caroliniana)
7. Laurel Oak (Quercus laurifolia)
II. Bottomland Hardwood Forest (blackwater subtype) (Lumbee, Pactolus, Paxville sol, map unit)
1. Laurel Oak (Quercus laurifolia)
2. Overcup Oak (Quercus lyrata)
3. Green Ash (Fraxinus pennsylvanica)
4. Cherrybark Oak (Quercus pagoda)
5. Willow Oak (Quercus phellos)
6. Yellow Poplar (Liriodendron tulipifera)
7. American Elm (Ulmus americana)
8. Atlantic White Cedar (Chamaecyparis thyoides)
III. Stream Head Atlantic White Cedar Forest (Johnston soil map unit)
1. Atlantic White Cedar (Chamaecyparis thyoides)
IV. Wet Hardwood Forest (wetland/upland transitional areas)
1. Willow Oak (Quercus phellos)
2. Swamp Chestnut Oak (Quercus michauxil)
3. Water Oak (Quercus nigra)
4. Laurel Oak (Quercus laurifolia)
5. Cherrybark Oak (Quercus pagoda)
6. Yellow Poplar (Liriodendron tulipifera)
V. Mixed Mesophytic to Dry-Mesic Hardwood Forest (Blanton, Wagram, Cowarts soil map units)
1. Water-Oak (Quercus nigra)
2. Swamp chestnut oak (Quercus michauxii)
3. White oak (Quercus alba)
4. Mockernut Hickory (Carya tomentosa)
5. American beech (Fagus grandifolia)
6. Black Walnut (Juglans nigra)
7. Southern Red Oak (Quercus falcata)
8. Pignut Hickory (Carya glabra)
24

content through accelerated decomposition, excavation and periodic cleaning of drainage
ditches, and the elimination of surface microtopography in agricultural areas.
The filling of canals and ditches as proposed during hydrological restoration should serve to
reintroduce hydric soil conditions and halt the long-term reductions in organic matter content.
Further soil remediation tasks include reestablishment of surface microtopography, and
construction of natural levee formations, as needed, within former floodplains on the mitigation
site.
Undisturbed wetlands of similar type to the mitigation area often exhibit complex surface
microtopography. Small concavities, swales, exposed root systems, and hummocks
associated with vegetative growth and hydrological patterns are usually common. Large
woody debris and partially decomposed litter provide additional complexity across the wetland
soil surface. Efforts to advance the development of characteristic surface roughness will be .
implemented on the mitigation site.
Levee construction along restored stream segments will be incorporated as needed to restore
natural soil banks adjacent to channelized. streams. This soil remediation task will facilitate
reintroduction of stream bank micro-communities and potentially reproduce the functions of
a natural levee by delaying the recession of flood waters back into the channel.
26
I ' r
6.0 MONITORING PLAN
Monitoring of wetland restoration and enhancement efforts will be performed until success
criteria are fulfilled. Monitoring is proposed for two wetland components, vegetation and
hydrology. Wetland soils currently exist within restoration areas and monitoring is not
considered necessary to verify hydric soil requirements for a jurisdictional determination.
6.1 Hydrology Monitoring
While hydrological modifications are being performed on the site, surficial monitoring wells will
be designed and placed in accordance with specifications in U.S. Corps of Engineers', Installing
Monitoring Wells/Piezometers in Wetlands (WRP Technical Note HY-IA-3.1, August 1993).
Monitoring wells will be set to a depth 60 centimeters (24 inches) below the soil surface.
Monitoring wells will be imbedded within vegetation sampling plots_to provide-representative
coverage within each of the vretland ecosystem types-. Ecosystem types support similar soils,
landform, and target community structure. Hydrological sampling will be performed throughout
the growing season at intervals necessary to satisfy the hydrology success criteria within each
community restoration area (EPA 1990).
In order to substantiate the extent of floodplain restoration, stream gauge data will be used,
if needed, to determine the elevational reach and frequency of overbank flooding events.
6.2 Hydrology Success Criteria
Target hydrological characteristics include saturation or inundation for at least 12.5% of the
growing season at lower landscape positions, during average climatic conditions. Upper
landscape reaches may exhibit surface saturation/inundation between 5 °,o and 12.5 % of the
growing season based on ,veil data. These 5%-12.5% areas are expected to support
hydrophytic vegetation. If vretland parameters are marginal as indicated by vegetation and
hydrology monitoring, a jurisdictional determination will be performed in the questionable area.
Stream gauge data, including flood event frequency and the elevation of each flood event, will
be utilized to substantiate the area of floodplain restoration. Stream gauge monitoring and
floodplain area calculations will require average climatic condition including an average
distribution of peak storm events.
6.3 Vegetation
Restoration monitoring procedures for vegetation are designed in accordance with EPA
guidelines enumerated in Mitigation Site Type (MIST) documentation (EPA 1990) and COE
27
Compensatory Hardwood Mitigation Guidelines (DOA 1993). A general discussion of the
restoration monitoring program is provided.
After planting has been completed in winter or early spring, an initial evaluation will be
performed by the agent to verify planting methods and to determine initial species composition
and density. Supplemental planting and additional site modifications will be implemented, if
necessary.
During the first year, vegetation will receive cursory, visual evaluation on a periodic basis to
ascertain the degree of overtopping of planted elements by nuisance species. Subsequently,
quantitative sampling of vegetation will be performed between August 1 and September 31
after each growing season until the vegetation success criteria is achieved.
During quantitative vegetation sampling in early fall of the first year;- sample plots will be
randomly placed within each restored ecosystem type. Sample plot distributions will be
correlated with hydrological monitoring locations to provide point-related data on hydrological
and vegetation parameters. In each sample plot, vegetation parameters to be monitored
include average tree height, species composition, density, and basal area. Visual observations
of the percent cover of shrub and herbaceous species will also be recorded.
6.4 Vegetation Success Criteria
Success criteria have been established to verify that the wetland vegetation component
supports community components necessary for a jurisdictional determination. Additional
success criteria are dependent upon the density and growth of characteristic forest species.
Specifically, a minimum mean density of 320 characteristic tree species/acre must be surviving
for at least 3 years after initial planting. At least five character tree species must be present,
and no species can comprise more than 20% of the 320 stem/acre total. Supplemental
plantings will be performed as needed to achieve the vegetation success criteria.
No quantitative sampling requirements are proposed for herb and shrub assemblages as part
of the vegetation success criteria. Development of a swamp forest canopy over several
decades and restoration of wetland hydrology will dictate the success in migration and
establishment of desired wetland understory and groundcover populations. Visual estimates
of the percent cover of shrub and herbaceous species and photographic evidence will be
reported for information purposes.
28

7.0 WETLAND MITIGATION POTENTIAL
Restoration and enhancement strategies at the Nahunta Swamp site will be designed to restore
a riv=nine wetland complex which supports an array of native plant, wildlife, and stream
communities. Activities are expected to restore or enhance important physical wetland
functions including organic carbon export, removal of elements and compounds, nutrient
cycling, and retention of particulates.. Provisions for overbank flooding and dynamic surface
water storage are also in planning stages. In addition, the location of the mitigation site at the
conrfuence of Beaver Branch and Nahunta swamp will provide spatial wetland habitat structure
witli7n a regional wildlife corridor.
Wetland restoration will restore wetland/upland ecotonal habitat. The wetland/upland edge
is among the most diverse and productive environments for wildlife (Brinson et al 1981).
Simultaneously,-riparian transport of groundwater into the bottomland system will be enhanced
through protection and reforestation of upland buffers adjacent to the wetland complex.
Therefore, protection and reforestation of proximal upland buffers and upland/wetland
ecotones on the mitigation site is considered an integral part of wetland functional gain and
generated mitigation credit. However, upland areas in the northern extreme of the mitigation
site may not generate mitigation credit through wetland enhancement.
Based on cursory evaluations of mitigation potential, the Nahunta Swamp Mitigation area
appears to provide opportunities for a mixture of wetland restoration and enhancement along
wit,. restoration of wetland/upland ecotones. Table 3 and Figure 8 depict the estimated areas
exh:oiting potential for wetland mitigation credit.
Table 3: Mitigation Credit Potential
Area
Mitigation Activity hectare acre
Wetland Restoration 28 68
Wedand Enhancement 25 62
Wetland/Upland Ecotone Restoration 8 20
Remaining Upland Area 16 40
TOTAL 77 190
* :ne SR 1058 Right-of-Way comprises approximately five acres of the total 195 acre mitigation study area.
This mitigation plan is expected to provide ample mitigation credit for riverine wetland impacts
associated with R-1023AA. Approximately 17.8 acres of wetlands may be impacted during
construction. After debiting for R-1023AA, additional credits are expected to remain for
unavoidable wetland impacts associated with future segments of the Wilson Bypass.
29
q I
• . 1
10 8.0 DISPENSATION OF PROPERTY

NCDOT is in the process of soliciting conservation groups and natural resource agencies for
final dispensation of properties. However, until an acceptable agreement can be reached with
an appropriate recipient of the property, ownership of the mitigation site will remain with
NCDOT. NCDOT will also remain responsible for meeting success criteria established in the
mitigation plan. Stipulations will be incorporated into the deed upon transfer to a recipient to
insure that the property remains as conservation land in perpetuity.
wptext\esi\project194er018.10/final/gurley.rpt
y
31
11 , 14 9.0 REFERENCES CITED

Adamus P.R., L.T. Stockwell, E.J. Clairain Jr., M.E. Morrow, L.P. Rozas, R.D. Smith. 1991.
Wetland Evaluation Technique (WET), Volume 1: Literature Review and Evaluation
Rationale. Wetlands Research Progra-n Technical Report WRP-DE-2. U.S. Army Corps
of Engineers Waterways Experiment Station. Vicksburg, MS.
Adamus P.R., L.T. Stockwell. 1983. A Method for Wetland Functional Assessment, Volume
1. Critical Review and Evaluation Concepts. Federal Highway Administration Report
no. FHWA-IP-82-23. U.S. Department of Transportation, Washington, D.C.
Brinson, M.M., F.R. Hauer, L.C. Lee, R.P. Novitzki, W.L. Nutter, and D.F. Whingham. 1994.
Guidebook for Application of Hydrogeomorphic Assessments to Riverine Wetlands. The
National Wetlands Science Training Cooperative. Seattle, WA.
Brinson M., B. Swift, R. Plantico, J. Barclay. 1981. Riparian Ecosystems: Their ecology and
status. U.S. Fish and Wildlife Service FWS/OBS 81/17
Brown, Philip M., et al, 1985, Geologic Map of North Carolina, North Carolina Department
of Natural Resources and Community Development, 1-.500,000 scale.
Cowardin, L.M., V. Carter, F. C. Golet, and Edward T. Laroe. 1979. Classification of Wetland
and Deepwater Habitats of the United States. Fish and Wildlife Service, U.S.
Department of Interior.
Department of the Army (DOA). 1993 (unpublished). Corps of Engineers Wilmington District.
Compensatory Hardwood Mitigation Guidelines (12/8/93).
Department of the Army (DOA). 1987. Corps of Engineers Wetland Delineation Manual.
Tech. Rpt. Y-87-1, Waterways Experiment Station, COE, Vicksburg, Mississippi.
Federal Interagency Committee for Wetland Delineation (FICWD). 1989. Federal Manual for
Identifying and Delineating Jurisdictional Wetlands. U.S. Army Corps of Engineers,
U.S. Environmental Protection Agency, U.S. Fish and Wildlife Service, and U.S.D.A.
Soil Conservation Service, Washington, D.C. Cooperative Technical Publication.- 76
pp. plus appendices.
Page, R.W. and L.S. Wilcher. 1990. Memorandum of Agreement Between the EPA and the
DOE Concerning the Determination of Mitigation Under the Clean Water Act, Section
404(b)(1) Guidelines. Washington, DC.
32
: Aq
U.S. Department of Agriculture (USDA). 1983. Soil Survey of Wilson County, North Carolina,
USDA Natural Resource Conservation Service.
U.S. Department of Agriculture (USDA). 1980. Soil Survey of Greene County, North Carolina,
USDA Natural Resource Conservation Service.
U.S. Department of Agriculture (USDA). 1987. Hydric Soils of the United States. In
cooperation with the National Technical Committee for Hydric Soils, USDA Natural
Resource Conservation Service.
U.S. Fish and Wildlife Service (USFWS). 1981. Habitat Evaluation Procedures Workbook.
National Ecology Research Center.
33
DEPARTMENT OF THE ARRAY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF
September 12, 1995
Regulatory Branch
Action ID. 199201219 and Nationwide Permit Numbers 14 (Road Crossing)
and 26 (Headwaters and Isolated Waters)
Mr. H. Franklin Vick, P.E., Manager
Planning and Environmental Branch
North Carolina Department of Transportation
Division of Highways
P.O. Box 25201
Raleigh, North Carolina 27611-5201
Dear Mr. Vick:
Reference your application of June 9, 1995, subsequently revised on
June 27, 1995 and August 9, 1995, for Department of the Army authorization to
discharge fill material, causing the loss of a total of 25.32 acres of waters
of the United States, including 17.83 acres of wetlands (16.72 acres
filled/drained and 0.91 acre excavated) adjacent to Shepherds Branch and other
tributaries to Contentnea Creek, for the construction of the first segment of
the proposed U.S. 264 Wilson Bypass, west of Wilson, Wilson County, North
Carolina (TIP Project R-1023AA, State Project No. 8.T340302).
For the purposes of the Corps of Engineers' Regulatory Program, Title
33, Code of Federal Regulations (CFR), Part 330.6, published in the Federal
Register on November 22, 1991, lists nationwide permits. Authorization was
provided, pursuant to Section 404 of the Clean Water Act, for discharges of
dredged or fill material into headwaters and isolated waters.
Authorization, pursuant to Section 10 of the Rivers and Harbors Act of
1899 and Section 404 of the Clean Water Act, was also provided for fills for
roads crossing waters of the United States (including wetlands and other
special aquatic sites) provided:
a. The width of the fill is limited to the minimum necessary for the
actual crossing;
b. The fill placed in waters of the United States is limited to a
filled area of no more than one-third acre. Furthermore, no more than a total
of 200 linear feet of the fill for the roadway can occur in special aquatic
sites, including wetlands;
C. The crossing is culverted, bridged or otherwise designed to prevent
the restriction of, and to withstand, expected highflows and the movement of
aquatic organisms;
Pnnted on Recycled Paper
%aor
-2-
d. The crossing, including all attendant features, both temporary and
permanent, is part of a single and complete project for crossing of a water of
the United States; and
e. For fills in special aquatic sites, including wetlands, the
permittee notifies the District Engineer in accordance with the "Notification"
general condition.
Your work is authorized by these nationwide permits provided you receive
a Section 401 water quality certification from the North Carolina Division of
Environmental Management, and provided it is accomplished in strict accordance
with your submitted plans, the enclosed general conditions, and the following
special condition:
Pursuant to Title 33CFR, Appendix A to Part 330, Nationwide permit
condition 13(d), a complete, final compensatory wetland mitigation plan,
that will reduce the adverse effects to the minimal level, must be
submitted and approved by this office. No work may proceed within
waters of the United States, including wetlands, without this approved
mitigation plan.
You should contact Mr. John Dorney, telephone [phone], regarding
water quality certification. These nationwide permits do not relieve you of
the responsibility to obtain other required State or local approvals.
This verification will be valid until the nationwide permit is modified,
reissued or revoked, which will occur prior to January 21, 1997. It is
incumbent upon you to remain informed of changes to the nationwide permits,
which will be announced by public notice when they occur. If you commence, or
are under contract to commence, this activity before the date the nationwide
permit is modified or revoked, you will have twelve months from the date of
the modification or revocation to complete the activity under the present
terms and conditions of this nationwide permit.
This authorization is only valid for the work described above. Please
note that a complete analysis of the impacts associated with the U.S. 264
Bypass around Wilson, including related activities authorized by nationwide
permits, will be included in any individual permit documentation developed for
this project.
-3-
Questions or comments may be addressed to Mr. Eric Alsmeyer of my
Raleigh Field Office regulatory staff, at telephone [phone], extension
23.
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Copies Furnished (without enclosure):
Mr. Scott Gottfried
Planning and Environmental Branch
North Carolina Department of
Transportation Division of Highways
P.O. Box 25201
Raleigh, North Carolina 27611-5201
Mr. John Dorney
Water Quality Section
Division of Environmental Mgmt.
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 29535
Raleigh, NC 27626-0535
/ PcIl
J
Regulatory Branch
Action ID. 199201219
July 21, 1995
Mr. H. Franklin Vick, P.E.
Manager, Planning and Environmental Branch
North Carolina Department or Transportation
Division of Highways
P.O. Box 25201
Raleigh, north Carolina 27611-5201
Dear Mr. Vick:
Reference your application of
provided by your letter of
June 27, 1995, for Department of the
material within waters of the United
approximately 25.3 acres of wetlandn
construction of the first ucgment of
wart of Nilson, Wilson County, North
Project No. 8.T340302).
Juno 9, 1995, and
Army authorization
States, causing ad
adjacent to Shepha
the proposed U.S.
Carolina (TIP Prpj
Tho advorao impacts to jurlsdictiona). wotlanda and
result from your proposed excavation and fill activities ;
the average acreage of wetlands impacts generally consider
normally authorized through our naticnvrido general permit
and complete project. The proposed cork would directly ii
hardwood and pine scrub-shrub wetlands which have signifi,
providing wildlife, waterfowl, and aquatic organiz;m habit
sediments and pollutants, and providing floodwater detent:
especially significant for those wetlands associated with
(Oitca 20 and 20).
Via havo doto3:mLued that, bnnod on tho information y(
vita inspection conduotad by 212. Joao 12anuola of zpy Rojo.'
regulatory staff on April 12, 1995, your proposed project,
adverse irpacto to 17.83 acran of watlanda and 7,49 acres
would cauoo graatar than sainizaal advorao i=paota to tho c3
be authorized under Itationvidu Permit as prouently propom
to further pursue Department of tho Army permit authorizal
options of either applying for an individual Depart=nt o1
3aodifying your pranant proposal to raduco i=pacta. A mod:
rcducoa votland impacts could be aubnittad as a Pro-conau
and mould be procassriad in accordaaca with tho aatabliohad
Reduction of wotltand impacts can be acco=Diiahod through 4
minimization, or through co--panaatory mitigation of uaavo:
L=yacta. =f mitigation is included in your zodiflod propc
dotailn of the mitigation plan 3;uat bo autaitt©d with tho
a ronitorinrd plan and auccoaa critaria.
JUL 2 5 1995
EIGU ATORY CRANO
information
discharge fill.
o impacts to
Branch, for the
Wilson Bypaua,
R-10231111, State
taro which will
gnificantly exceed
d to be minimal and
roceso for a single
act pal.ustrine
nt functions in
, filtering
n. Thio is
hepherda Branch
L have oubzittod and
h r1old office
resulting in
f surface gyrators,
iron=nt and cannot
Should you wish
on, you havo the
the Aripy porzait or
Lod proposal uhich
ction Ilotification
rocaduroo.
roida nco or
'.able outland
al, all tin.-a
roponal, including
ZO'd 61=91 966T'LZ'LO ' AdOltlln938 H9I31US W03J
-2-
Questions or comments may be addreaaed to Mr. Eric
Field Office, telephone [phone], extension 23.
Sincerely,
MRIL
G. Wayne trright CESAI
Chief, Regulatory Branch
Copies Furnished:
Mr. Nicholas L. Graf, P.B.
Division Administrator
Federal Highway Administration
310 New Born Avenue, Room 410
Raleigh, Itorth Carolina 27601
Mr. John Dorney
Water Quality section
Division of Rnvircr=antal Managem¢nt
North Carolina Department of
Environment, Health and
Natural Reaourcca
Post Office Box 27687
Raleigh, North Carolina 27611-7687
, Raleigh Regulatory
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N. C. DEPARTMENT OF TRANSPORTATION
DATE
.
TRANSMITTAL SLIP /

T i ---. REF. Nom. OR ROOM, 13LDG.

FROM: J R.I. NO. OR ROOM, ULDG.
ACTION
? NOTE AND FILE ? PER OUR CONVERSATION
? NOTE AND RETURN TO ME ? PER YOUR REQUEST
? RETURN WITH MORE DETAILS ? FOR YOUR APPROVAL
? NOTE AND SEE ME A13OUT THIS ? FOR YOUR INFORMATION
? PLEASE ANSWER ? FOR YOUR COMMENTS
? PREPARE REPLY FOR MY SIGNATURE ? SIGNATURE
? TAKE APPROPRIATE ACTION ? INVESTIGATE AND REPORT
COMMENTS:
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS
GOVERNOR P.O. BOX 25201. RALEIGH. N.C. 27611-5201
June 27, 1995
Ms. Jean Manuele
RECEIVED
Regulatory Field Office
U.S. Army Corps of Engineers
6512 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina 27615
Dear ;?Is. Manuele:
R. SAMUEL HUNT III
SECRETARY
JUN 3 01995
EtJV!RONM iyTAL u ichiCE°
Subject: Wilson County, First segment of the Wilson Bypass Project, TIP No. R-1023AA,
Federal Aid Project No. NHF-38-1(66), State Project No. S.T340305, USACOE
Action ID No. 199201219
The following is in response to the questions raised during the agency meeting on June 15
concerning the Wilson Bypass project. The first question pertained to the clearing limits that are
proposed for the project, specifically within the ramp loops for the interchange at I-95. The plans
and construction specifications for the project states that the contractor will use "method 3" when
clearing for the roadway and ramp loop C (both inside and outside). Method 3 requires an
additional 10 feet of clearing outside of the slope stakes (Cut and Fill limits). The project plans
show that an additional 1.88 acres of wetland impacts will result from this additional clearing (see
Table 1). The areas within loop ramps A, B, and D at I-95 will be cleared; however, clearing these
areas will not result in any additional wetland impacts.
The second question related to the anticipated impacts resulting from the proposed ditch
at site 34. The enclosed R-2208 report was completed to determine the impacts from the ditches
associated with that project. This study concluded that a two foot ditch would result in a 62 foot
zone of influence (ZOI) for Portsmouth soils and a 77 foot ZOI for Roanoke soils. Grantham soils
are found throughout site 34 which is similar to both series studied during the R-2208 project. As
a result, we propose that for the Wilson project we utilize the 77 foot ZOI for the ditch at site 34.
Based on a 500 foot long 2 foot deep ditch with a 77 foot ZOI, an additional impact of 0.88 acres
is likely to occur.
?
?
k;g
'M
2
Tile final question concerned the grading (cut) at site 34 to build the roadway. The cross-
sections (copy enclosed) show that the cut will only be I to 1.5 feet below existing grade. The
roadway cut blends into the side ditch. The pavement for the roadway will cover the cut area and
act as a barrier to prevent drainage of the adjacent wetlands. As a result, any impacts to wetlands
should not extend beyond the 77 foot ZOI created by the roadside ditch.
Based on this additional information it is anticipated that the project will result in 17.83
acres of wetland impacts (16.72 acres filled/drained and 0.91 acres excavated). NCDOT will
provide compensation for these impacts during the construction contract. NCDOT mitigation staff
has already identified a 90 acre site on the Wayne/Green County line along Nallunta Swamp (see
enclosed map) and are in the process of acquiring a 12 month option. The property consists of 30
acres of agriculture land and 60 acres of forest. Preliminary research indicates that approximately
20 acres of the farmland can be restored, 30 acres of the forest can be enhanced and the remaining
30 acres can be preserved.
In light of the current mitigation proposal, it is still NCDOT's opinion that the impacts
associated with this project will not "result in more than minimal adverse environmental effects
either individually or cumulatively" (33 CFR 330). Therefore, NCDOT requests that with the
commitment to provide mitigation concurrently with the construction contract, the project be
permitted under Nationwide Permits. If you have any questions concerning this information,
please do not hesitate to call Scott P. Gottfried at 919-733-3141, ext. 307.
Sincere ,
H. Franklin Vick, P.E., Manager
Planning and Environmental Branch
HFV/plr
Enclosures
cc: District Engineer, COE Wilmington
Mr. John Dorney, DEM
Mr. Kelly Barger, P.E., Project Management Unit
Mr. Don iVlorton, P.E., Highway Design Branch
Mr. A. L. Hankins, P.E., Hydraulics
Mr. D. R. Dupree, P.E., Division 4 Engineer
Mr. Charles Cox, PE, Project Planning Engineer
3
Table I - Additional Wetland impacts From Clearing (acres)
Site No. Orig. Impact Add. Impact Total
2 0.23 0.09 0.32
5 0.12 0.02 0.14
6 0.02 0.04 0.06
7 0.08 0.03 0.11
14 0.08 0.02 0.10
17 0.18 0.01 0.19
20 1.37 0.19 1.56
23 2.45 0.24 2.69
25 2.57 0.35 2.92
26 0.66 0.05 0.71
28 1.54 0.20 1.74
34 3.52 0.61 4.13
57 0.18 0.03 0.21

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NORTH CAROLINA DEPARTMENT CF TR .NSPCRTATICN
`?? •'nt l,,, DIVISION Cc H1GH`,VsYS-?'rNN1NG AND RE:EARCH 6RANCH
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JAMES B. HUNT JR.
GOVERNOR
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
P.O. BOX 25201. RALEIGH. N.C. 27611-5201
June 27, 1995
Ms. Jean Manuele
Regulatory Field Office
U.S. Army Corps of Engineers
6512 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina 27615
Dear Ms. Manuele:
R. SAMUEL HUNT III
SECRETARY
Subject: Wilson County, First segment of the Wilson Bypass Project, TIP No. R-1023AA,
Federal Aid Project No. NHF-38-1(66), State Project No. 8.T340305, USACOE
Action ID No. 199201219
The following is in response to the questions raised during the agency meeting on June 15
concerning the Wilson Bypass project. The first question pertained to the clearing limits that are
proposed for the project, specifically within the ramp loops for the interchange at I-95. The plans
and construction specifications for the project states that the contractor will use "method 3" when
clearing for the roadway and ramp loop C (both inside and outside). Method 3 requires an
additional 10 feet of clearing outside of the slope stakes (Cut and Fill limits). The project plans
show that an additional 1.88 acres of wetland impacts will result from this additional clearing (see
Table 1). The areas within loop ramps A, B, and D at I-95 will be cleared; however, clearing these
areas will not result in any additional wetland impacts.
The second question related to the anticipated impacts resulting from the proposed ditch
at site 34. The enclosed R-2208 report was completed to determine the impacts from the ditches
associated with that project. This study concluded that a two foot ditch would result in a 62 foot
zone of influence (ZOI) for Portsmouth soils and a 77 foot ZOI for Roanoke soils. Grantham soils
are found throughout site 34 which is similar to both series studied during the R-2208 project. As
a result, we propose that for the Wilson project we utilize the 77 foot ZOI for the ditch at site 34.
Based on a 500 foot long 2 foot deep ditch with a 77 foot ZOI, an additional impact of 0.88 acres
is likely to occur.

Tile final question concerned the grading (cut) at site 34 to build the roadway. The cross-
sections (copy enclosed) show that the cut will only be 1 to 1.5 feet below existing grade. The
roadway cut blends into the side ditch. The pavement for the roadway will cover the cut area and
act as a barrier to prevent drainage of the adjacent wetlands. As a result, any impacts to wetlands
should not extend beyond the 77 foot ZOI created by the roadside ditch.
Based on this additional information it is anticipated that the project will result in 17.83
acres of wetland impacts (16.72 acres filled/drained and 0.91 acres excavated). NCDOT will
provide compensation for these impacts during the construction contract. NCDOT mitigation staff
has already identified a 90 acre site on the Wayne/Green County line along Nallunta Swamp (see
enclosed map) and are in the process of acquiring a 12 month option. Tile property consists of 30
acres of agriculture land and 60 acres of forest. Preliminary research indicates that approximately
20 acres of the farmland can be restored, 30 acres of the forest can be enhanced and the remaining
30 acres can be preserved.
In light of the current mitigation proposal, it is still NCDOT's opinion that the impacts
associated with this project will not "result in more than minimal adverse environmental effects
either individually or cumulatively" (33 CFR 330). Therefore, NCDOT requests that with the
commitment to provide mitigation concurrently with the construction contract, the project be
permitted under Nationwide Permits. If you have any questions concerning this information,
please do not hesitate to call Scott P. Gottfried at 919-733-3141, ext. 307.
Sincere
H. Franklin Vick, P.E., Manager
Planning and Environmental Branch
HFV/plr
Enclosures
cc: District Engineer, COE Wilmington
Mr. John Dorney, DEM
Mr. Kelly Barger, P.E., Project Management Unit
Mr. Don Morton, P.E., Highway Design Branch
Mr. A. L. Hankins, P.E., Hydraulics
Mr. D. R. Dupree, P.E., Division 4 Engineer
Mr. Charles Cox, PE, Project Planning Engineer
3
Table 1 - Additional Wetland Impacts From Clearing (acres)
Site No. Orig. Impact Add. Impact Total
2 0.23 0.09 0.32
5 0.12 0.02 0.14
6 0.02 0.04 0.06
7 0.08 0.03 0.11
14 0.08 0.02 0.10
17 0.18 0.01 0.19
20 1.37 0.19 1.56
23 2.45 0.24 2.69
25 2.57 0.35 2.92
26 0.66 0.05 0.71
28 1.54 0.20 1.74
34 3.52 0.61 4.13
57 0.18 0.03 0.21
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NORTH CAROLINA
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
n7 \ ••w J DIVISiCN C. HIGH3,VAYS-?',_ANNING AND RE-EARCH oRANCH
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STATE OF NORTH CAROLINA
DMA RTvIENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOK
P.O. BOX 25201. RALEIGH. N.C. 27611-5201
June 9, 1995
Ms. Jean Manuele
Regulatory Field Office
U. S. Army Corps of Engineers
6512 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina 27615
Dear Ms. Manuele:

R. SAMUEL HUNT I I I
SECRETARY
2 1995
SUBJECT: Wilson County, First Segment of the Wilson By-Pass Project, TIP No.
R-1023AA, Federal Aid Project No. F-38-1(54), State Project No.
8.1340301, USACOE Action ID No. 199201219.
Please find enclosed a copy of the permit application, drawings, and
wetland classification and quality analysis for the above referenced project.
This application package is for the,first,segment of the project which begins
at US 264 west of Wilson and ends east of Interstate 95 at SR 1136. The
project includes a four lane divided highway with interchanges at US 264 and
I-95.
,,The project will impact 14.87 acres of wetlands and 7.49 acres of
surface waters (see sheets 36-38). As you will recall two wetland sites (22
and 30, totaling .99 ac.) were determined to be non-jurisdictional during the
April 12 agency site meeting. Measures have been taken to avoid and minimize
impacts to wetlands and waters. In April of last year NCDOT's Design Unit
completed a study to determine if wetland impacts could be minimized by
reducing median widths. Based on this study your agency agreed that "the
differences in wetland impacts between 0, 46, and 60-foot wide medians are
minimal" (August 16, 1994 COE Letter).
On several occasions, including the April 12 agency site visit, the
issue of roadside ditches was raised. NCDOT's Hydraulics Unit reviewed the
plans and has removed all ditches in wetlands except for site 34 (see sheet
35 of 39). However, based on the cross-sections for the project this ditch
will only be 1 to 2 feet deep with 2:1 side slopes. This ditch is necessary
for drainage because the road will be cut below grade at this location. All
other excavation in wetlands, indicated as elimination of wetlands on permit
drawings, will be the result of installation of culvert pipes, cutting below
grade, or stream relocation.

} June 9, 1995
Page 2
It is NCDOT's opinion that these impacts will satisfy the criteria of a
Nationwide or Regional Permit. To assist in your review of the project we
have performed a wetland classification and quality analysis (see enclosed
report) for all wetland sites impacted by the project.
The wetlands were analyzed using the numerical rating system (0-100,
with 100 being the highest value) developed by the Division of Environmental
Management. Fifteen wetland sites (14.56 acres) were inspected and
classified during the field study. Sites 25 and 28 required several sampling
points because of different vegetation or moisture regime. An additional
seven sites (0.31 acres) were evaluated from the roadway plans and determined
to be of low quality due to their location and minimal size.
The quality analysis revealed that 14 of the 19 data points (11.52
acres) are rated below 40. The remaining five sample points (3.04 acres) are
rated between 59 and 73 with only one site above 70. The results of the
study indicates that 800 (11.83 acres) of the wetlands impacted by the
project are below average quality and the remaining 20% are only slightly
above average quality. The field study also revealed that many of the
wetlands that will be impacted by the project are either isolated, have been
disturbed, are at the head of a drainageway, or have been harvested.
As discussed above, an estimated 7.49 acres of waters will also be
impacted by the project. However, the majority of these impacts (5.25 acres)
will occur when the farm pond east of I-95 is drained. As you will recall,
this pond has already been partially drained.
It is NCDOT's opinion that the impacts associated with this project will
not result in more than minimal adverse environmental effects either
individually or cumulatively (33 CFR 330): Therefore, NCDOT requests that
the project be authorized under Nationwide Permits. If you have any
questions concerning this information, please do not hesitate to call Scott
P. Gottfried at 919-733-3141, ext. 307.
rncer y,
klin Vi ck, P. E., Manager
Planning and Environmental Branch
SPG/rfm
Enclosures
cc: District Engineer, COE Wilmington
Mr. John Parker, DEM
Mr. Kelly Barger, P. E. Project Management Unit
Mr. Don Morton, P. E., Highway Design Branch
Mr. A. L. Hankins, P. E., Hydraulics
Mr. D. R. Dupree, P. E., Division 4 Engineer
Mr. Charles Cox, P. E., Project Planning Engineer
1%ss
4
STATE OF NOKTH CAROLINA
DEPARTMENT OF TANSPORTATION
JAMES B. HUNT. )R. DIVISION OF HIGHWAYS R. SAMUEL HUNT III
GOVERNOR P.O. BOX 25201. RALEIGH. N.C. 27611-5201 SECRETARY
0 '. June 1.99
MEMORANDUM TO: Stenhanie Briggs. Permits Supervisor

I' =:o Permits ana "i -ation nit
_ ;) _ CC.. ,. _ . `:'.!^e ^.: a _
0101021s

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I- rj M" ri
SUBJECT: ass ication a:1'? i?L'ca i 1L;'• 1na_ 'Sig 0
Ce . i'a Id S i .es tot p r ^! ocsed it ti' _cn
ti5 _1'0111 eSltitin'T US -, west of ?i

ATTLNTION: Cott '3 o..1,ri_... nator
1 15 !le!'?C: Anci.;l!'! _".c :UCe_ _T110i.:!:'.. , _C:1 ? O. 15
anaiv zinz ii71)act5 to jurisdi:i1-bnai VetiAr.(is for the 7)1'0 1)CS d
US 26' Bypass of `Xiison. section AA trom eNistin^ US b- to
just east of S1. Sites xere visited on 1- `"ay 119_; by
I)ioloaists Phiilin Todd and S,cctt Gott:ried as weii as
engineer trainee Aileen Sc6tt.
if The fcllowing tabie (Tabie li includes a quality
'Ina .. s 5 of we lanes im,)act d by th_ propc;sea pr.,ie c: as \:e
as site classi*."ications and hectare (acre) imnacts ner site.
Stud' area wetiands are analyzed usinc a numerical rating
system (0-!00 kith 100 be ins the hi2hzest value) deveioned, by
the Division of Environmental 'Iana!zement (DE` .I) .o ??au? e
wetland quality. This wetland ritins! system (Fourth Version)
emphasizes water storage. band:/ shoreline stabilization.
pollutant removal and aauatic life values. Other wetland
attributes considered in this rating system include wildlife
habitat and recreational/educational vaiues.
The second mechanism used to describe wetlands in the.
project study area involves a classification system deveioped
by Cowardin. et al (1979). This system provides a uniform
approach in describing concepts and terms used in classifying
eco Io,ica I ta:ca found wit h i n a wetland syst?;n..
?a c?
Tab!e- 1 • ivrt lan,i ("?ua1 it, assessr: _nt
LOCATION DE`,t COWARD I N AREA IMPACTED
Site 02 63 PFO1C 0.01 (0.23)
Site 05 16 PFO1/4A 0.0-5 (0.12)
Site 12 . 12 PFO-'A 0.0; (0.OS)
Site 1 11 0Fri IA 0.0 (0. 1S)
Site 20 40 71 F0 IC 0.5 : (1.3-)
Site 33 1? PSS6.-\ 0.95 (2.115)
Site '= !-':U1A 0•_-'. (0.36)
Site _'_:\ SS 1/4.-\ O. I I i (0.111)
Site 2:B 12 PE\1IA 0.21 (0.52)
Si e _.7 C ?C? I -"I_.-\ 0. (1 .03 )
Site _D 63 0.24 (0.611
Site ?b -3 PFOIA 0.26 (0.66)

Site 31 1- P-01l, 0.3S (0.96)
Site '1 PSS4/6:\ 1.=1 (3.52)
site 0.0? (0.051
Site -0 0. l0.-'9)
Site 5, =?Fu:A 1
oLe a,u?s reCOr .eG c:_
pa lustrine . emer^ent persise,Lat =r:euGUs
?FO=palustrine. forested , A=temnorariI flooded
PSS=palustrine. scrum/shr ub (_=seasona!ly flooded
1=broad-leaved deciduous i.=permanent 1%. flooded
-l=ever.oreen '
denotes tha t site is now cleared an(, the Cowardin
classification signifies the site prior to disturbance.
Other sites are not classified but _iven a bri,.f
description. These impacts are considered minim?I with the
maximum amount of jurisdictionai wetl-.nd impact totaling 0.12
ha (0.31 ac). Site 6 is a small, isoiaLed wetland adjacent
to an existing roadway. Site " is a non-forested wetland
Swale located along the roadside. Sites 3 3S. 42 and 46
are roadside drainage ditches. Site 47 involves impacting an
isolated wetland adjacent to a barn. Sites not mentioned in
this memorandum are surface water impacts.
c: V. Charles Bruton, Ph.D., Unit Head
Hal Bain. Environmental Supervisor
File: R-1023
NOTIFICATION FORM
INFORMATION SHEET
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
A. NOTIFICATION TO THE CORPS OF ENGINEERS DISTRICT ENGINEER. (REFER TO
ITEM B. BELOW FOR DIVISION OF ENVIRONMENTAL MANAGEMENT APPLICATION RE-
QUIREMENTS AND SPECIFICALLY NOTE NWP 26 DIFFERENCE.)
Certain nationwide permits require notification to the Corps of Engineers before work can proceed. They are as follows:
NWP 5 (only for discharges of 10 to 25 cubic yards)
NNVP 7
NWP 13 (only for stabilization activities in excess of 500 feet in length or greater than an average of one cubic yard
per running foot)
NWP 14 (only for fills in special aquatic sites, including wetlands, and must include a delineation of affected special
aquatic sites)
NNW 17
;MVP IS (required when discharge exceeds 10 cubic yards or the discharge is in a special aquatic site and must include
a delineation of the affected special aquatic site, including wetlands)
NWP 21 (must include a delineation of affected special aquatic sites, including wetlands)
NWP 26 (only for greater than 1 acre total impacts and must include a delineation of affected special aquatic sites,
including wetlands)
NWP 33 (must include a restoration plan of reasonable measures to avoid and minimize impacts to aquatic resources)
NWP 37
NWP 38 (must include a delineation of affected special aquatic sites, including wetlands)
For activities that may be authorized by the above listed nationwide permits that require notification, the
applicant shall not begin work
a. Until notified that the work may proceed under the nationwide permit with any special conditions imposed by
the District Engineer, or ,
b. If notified that an individual permit may be required, or
e. Unless 30 days (calendar) have passed from the time a complete notification is received by the District Engineer
and`rio notice has been received from the District Engineer, and required state approvals have been obtained.
Required state approvals include: 1) a Section 401 water quality certification if authorization is requested for a
discharge of dredged or fill material, and 2) an approved coastal zone management consistency determination if
the activity will affect the coastal area. ;
Use of NWP 12 also requires notification to the District Engineer, but work may not begin until written
concurrence is received from the District Engineer. The time periods described above do not apply.
Furthermore, requirements to notify the U.S. Fish and Wildlife Service (USFWS), the National Marine
Fisheries Service (NMFS), and the State Historic Preservation Office (SHPO), as indicated below and on the
notification form, do not apply.
B. APPLICATION TO DEM FOR NATIONWIDE PERMIT SECTION 401 CERTIFICATION.
Certain nationwide permits require an application to DEM in order to obtain Section 401 water quality certification.
T7rey are NWP 6, NWP 12, NWP 15, NWP 16, NWP 17, NWP 21, NWP 33, NWP 34, NWP 38, and NWT 40.
Certain nationwide permits were issued general certifications and require no application. They are NWP 3, NWP 4,
NWP 5, NWP 7, NWP 20, NWP 22, NWP 23 (requires notification to DEIM), NWP 25, NWP 27, NWP 32, NWP 36,
and NWP 37.
The following nationwide permits were issued general cerifrcations for only limited activities: NWP 13 (for projects
less than 500 feet in length), NWT 14 (for projects that impact waters only), NWT 18 (for projects with less than 10
cubic yards of fill in waters only), and NWP 26 (for projects with less than or equal to one-third acre fill of waters or
wetlands). Projects that do not meet these ='terna require application for Section 401 water quality certifications.
C. NOTIFICATION/APPLICATION PROCEDURES.
The attached form should be used to obtain approval from the Corps of Engineers and/or the N.C. Division of
Environmental Management as specified above. The permittee should make sure that all necessary information is
provided in order to avoid delays. One copy of the completed form is required by the Corps of Engineers and seven
copies are required by DEM. Plans and maps must be on 8 1/2 x 11 inch paper.
Endangered species requirement: For Corps of Engineers notifications only, applicants must notify the U.S. Fish and
Wildlife Service and/or the National Marine Fisheries Service regarding the presence of endangered species that may
be affected by the proposed project.
U.S. FISH AND WILDLIFE SERVICE
RALEIGH FIELD OFFICE
P.O. Box 33726
Raleigh, NC 27636-3726
Telephone [phone]
NATIONAL MARINE FISHERIES SERVICE
HABITAT CONSERVATION DIVISION
Pivers Island
Beaufort, NC 28516
Telephone [phone]
Historic resources requirement: For Corps of Engineers notifications only, applicants must notify the State Historic
Preservation Office regarding the presence of historic properties that may be affected by the proposed project.
STATE HISTORIC PRESERVATION OFFICE
N.C. DIVISION OF ARCHIVES AND HISTORY
109 East Jones Street
Ralei-h, NC 27601
Telephone [phone]
Information obtained from these agencies should be forwarded to the Corps.
,,
??f
DENT ID: ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit n):
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH,
P.O. Box 1890 AND NATURAL RESOURCES
Wilmington, NC 28402-1890 P.O. Boy 29535
ATTN: CESAW-CO-E Raleigh, NC 27626-0535
Telephone [phone] ATTN: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. Owners Name: North Carolina Department of Transportation; Planning & Environmental Branch
?. OwnersAddress: P. 0. Box 25201; Raleigh, NC 27611
3. Owners Phone Number (Home): --- (Work); [phone]
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
H. Franklin Vick, P.E.
Manager
5. Location of work (MUST ATTACH MAP). Counry: _
dearest Town or City: Wilson
Specific Location (Include road numbers, landmarks, etc.):
See Site Map
r
6. Name of'Closest Stream/River: Shephards Branch
. River Basin: Contentnea Creek
3. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES ( ] NO [X]
9. Have any Section 404 permits been previously requested for use on this property? YES ( J NO (X ]
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site:
22.4 acres
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: _
Drained: _
_
Flooded:
Excavated:
, Wilson
16.7 acres
4.6 acres
0.0 acre
1.0 acre
Total lmpac:ed: 22.4 acres
12. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only): (See Individual Drawings)
Proposed construction of Wilson Bypass from existing US 264 West of Wilson to East of
SR 1136. A four lane divided highway with interchanges at US 264 and I-95.
13. Purpose of proposed work: Public Highway
14. State reasons why the applicant believes that this activity must be carried out in wetland. Also,,note measures
taken to minimize wetland impacts. This is the preferred alternative. Minimization measures
included median width reduction and elimination of ditches in wetlands.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service
(NMFS) regarding the presence or any Federally listed orproposed for listing endangered or threatened species or critical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES [ X] NO[
J
RESPONSES FROM THE USFWS AND/OR NIvIFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic
]
properties in the permit area which may be affected by the proposed project? Have you done so? YES [X ] NO(
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DE`i:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required for this project, attach copy.
E. What is land use of surrounding property? Predominately farmland: some rural
F. If applicable, what is proposed method of sewage disposal? N/A Owner's Signature Date
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Chocowini
clack lack
N.C. DEPART).{ENT OF TRANSPORTATION
DMSION OF HIGHIVAYS
WILSON COUNTY
STATE PROJECT 5.T340302 (R-1023AA)
PROPOSED US 204 BYPASS FROM IXIS7NG
US 204 WEST OF WILSON TO EAT OF SR 1136
SHEET I OF Oj?• UAY 31, 1004
SCALE
0 5 10 20 30 SCALE OF MILS ONE INCH EQUALS APPROX. 13 MILLS
SCALE OF KILOMETERS ONE INCH EQUALS APPROX. 2I KILOMETERS
0 10 2U )0 4U 43 I MILE IS EQUAL TO 1 . l'Q7 KILO MCTCRS
Vl,
o, 13 I I ??
00
2 i 3 0 ?0
G9
?-
US 264
70
_ ?.
RALEIGH / f'1
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17
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U
N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
WILSON COUNTY
STATE PROJECT a.T340302 (R-1023AA)
PROPOSED US 204 QYPASS FROM EMMNC
HORIZONTAL SCALE US 204 WEST OF ML;OH TO EASE OF SR 1IN
500 0 1000
SCULL: t' - 1000
sHt:.r 2 OF ?'1 MY 31, 1004
5)TE J,/AP
. . , , v i L- - r?i Ii-'Yu
N.C. DEPARTMENT OF TRANSPORTATION
OMSION OF HICH1YAYS
WILSON Ccutm
STATE: PROJECT 3 lj?-0302 (R-1023M)
PROROSM U3 :!C4 MTArs FROM rx=,,NC
EORIZORTAL SCALE US 264 IYEST OF 1;1LSON TO EIST OF SR 1136
500 0 500 (000
•??.? s.ti_?. ?_., SGT: 1' - t000
sxca 3 OF 29 my 31, 1004

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SITE f •"iP.P
THIS SITE HAS BEEN DELETED AS OF 4-26-95.1

155/ ? ??
38
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30
HORIZOITAL SCALE
500 0 ,;OO 1000
°

POT
POT 67+62..1q -Y4-' O'LT.=
POT 704.17-SO -YS- 2-0'RI.
N.C.- DEPARTMENT OF TRANSPORTATION
DMSION OF HICMMYS
WILSON COUNTY
STATE PROJECT O.T3/-0302 (R-102344)
PROPOSM US :G4 Dr. A?,S FROM =MN.-
US 2vr 1'(1:5T OF 111L;OY TO 5ksr or SR 1135
SGlL: i' - 1000
S EZ c}- G 3.9 m.w 31, 1004
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STD. PIPE OUTLET
SPECIAL 2' BASE DITCH-,
1
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L] ] .] DafoTES FILL IN lYE7 mom
DUOIES ?=!AiIC6 Of FULEDS
CORIZORTAL SCALE
50' 25' o' 50, i CA'
11 Q- ^
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HORIZOITAL SCALE VERTICAL SCALE
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SEe,7710/,J A-/9
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HORIZOITAL SCALE
VERTICAL SCALE
6I
_/76 I
/Ga
N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
® DENaTES FILL IN WETLANDS
? f f DEIOTES IETLAIDS
WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023AA)
PROPOSED US 20,4 UYPASS FROM EX=NG
US 264 WEST OF WILSON TO EAST OF SR 1136
Slim 6 OF 3q MAY 91 1994
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N.C. DEPARTMENT OF TRMI5PORTATION
DIVISION OF HIGHWAYS
SSB WILSON COUNTY
STATE PROJECT 8.T34OZ02 (R-1023AA)
PROPOSED US 254 M`PASS FROM DaSM4C
?+ US 264 WEST OF WILSON TO. EXIST OF SR 1130
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MOTES YETLUDS
VERTICAL SCALE HORIZORTAL SCALE
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N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HICKNAYS
WILSON COUNTY
STATE PROJECT 3.T3- 302 (R-1023AA)
PROPOSED US 204 MASS FROM DQSTINC
US 204 WEST OF YAL50N TO EAST OF 53 1130
SHEET q OF •3q Lm 31, 1024
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® DE24OTM FILL IN WERA CJS
DENOTES ELI2UATI09 OF dETLVDS
QOAIZOITAL SCALE
:41 23, 0' S0' 7O0'
X
DAYID FAAW rR COMPS
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DD 1716 1-9 JJ.1
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N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
J, DENOTES YETLILKDS
WILSON COUNTY
DENOTES FILL IN wolMos STATE PROJECT 8.7340302 (R-1023M)
T' DENOTES ELIHIBATI08 OY XET1,UDS
PROPOSED US 2054 l3'fP/t:., FROM IX;STINC
VERTICAL SCALE EORIZOITAL SCALE US 204 WEST of mLSOH TO EAST Of SR 11M
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g DIVISION OF HIGHWAYS
WILSON COUNTY
99'0 + STATE PROJECT 8.T340302 (R-1023AA)
I? .>z
PROPOSED US 204 BYPASS FROM EXISTING
I( US 204 WEST OF WILSON TO EAST OF SR 1130
SOLE: 1' - 100'
- t1i, i 12 OF 3? WAY 31 T 1994
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DIVISION OF HIGHWAYS
WILSON COUNTY
! STATE PROJECT B.T340302 (R-1023AA)
PROPOSED US 26+ E1 wzs FROM DCl.5T1NG
US 264 WEST OF WILSON TO EAST OF SR Iim
S41M OF 7? IAAY 311 1094
PROPOSED RIGHT OF WAY
SITE 2? 20 a
`` EDGE OF WETLANDS
JAMES JOE"FLO?rERS
EDGE OF WETLANDS IV \ Q
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s 7E' N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
WILSON COUNTY
® DENOTES FILL IN WETLANDS STATE PROJECT 8.T340302 (R-1023AA)
DUOTES F.LI2tIIATI01 Of WEIL.IDs
PROPOSED US 264 ElYPASS FROM EX1571NC
HORIZOITAL SCALE US 264 `NEST of YAL50H TO EAST OF SR 1136
w 25' 0' 50' 100'
SCAM 1' - 100'
SHEET 14- OF 39 MAY31, 1994
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PROPOSED WOVEN WIRE FENC.E
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N.C. DEPARTI.IEN1. OF TRANSPORTATION
DMSION OF HIGHWAYS
WILSON COUNTY
®i DENOTES FILL IN WE1NJDS STATE PROJECT 8.7340302 (R-1023AA)
HORIZOIYAL SCALE PROPOSED US 204 MASS FROV CaST1Nc
US 264 WEST OF WILSON TO EAST OF SR 1136
50' 25' 0' S0' 100'
SCALE: 1' - 100'
57iEET 15 OF 31 11AY 311 1 8 4

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DKIOTKS ELPAIIIATIOI OI 1 TIMDS
a S' /v ' 50 `
VERTICAL SCALE HO&IZOITAL SCALE
N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIWAYS
WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023AA)
PROPOSM US 204 DYPASS FROM EXtSnNG
US 264 WEST CF WILSON TO EAST OF SR 1138
sHm 17 of 34 uAY 317 1994
o 1
T 9+75.00 -Y4- -Y SPE
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PR0P0;;Ep RIGHT OF WAY
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+ P! 9 PG to 6. /?yQS Jos rLOIZRS
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I`•'••?r;'.' DENOTES ELIHIIATIOH OF YETLAHDS
SATE 2?
® DENOTES FILL IN WETUWOS
® MOTES FILL BELOI O.m. f
HORIZOITAL SCALE'S
50' 25' 0' 50' 100'
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGMAYS
WILSON COUNTY
STATE PROJECT B.T340302 (R-1023AA)
PROPOSED US 264 MVASS FROM EXISTING
US 264 VeMT OF W1LSON TO EAST Of SR 1136
SCALP. 1' - 100'

/utov 114 c? ?Z?f3ioo / vo /la 00
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VERTICAL SCALE HOBIZOITAL SCALE
50' 25' 0' w 100•
JS40' 1
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p,?UPD??D CXT?NSIQN
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HORIZONTAL SCALE
So' ?S' a' 2.5

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HORIZONTAL SCALE
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Flu &--L4ti Q ?Dln/f)ILY M611 W*Tap
VERTICAL SCALE 3U
a' s iIJ "
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ova

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VERTICAL SCALE
DENOTES YETLUDS
® DENOTES FILL IN WETUNOS
DENOTES FILL DaDW OROINAIRY MCH WATER
DENOTES ELIMINATION OF WETLANDS
/'/b?
_ .? . _1rJL -L
5ir? ?1a.2?
N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023M)
PROPOSED US 204 ErrPISS FROM EXJSTINC
US 264 WEST OF WILSCH TO EAST OF SR Ilyj
I._
c30 Z, .
I
MEET 20 OF 3? ANY 31, 1994
N,*).5a,j Cowvey ?uPGrf'itS
p DD 1454 P( 366
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+90.12 -F
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EST, 9 g0 Q
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EST ?D4 TOttS
N 100' 100' rcr N j PROP ; 1 EST, 4" SY
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------ ----- 7 ----------- -- ---------- - ------------
SPECIAL MEDIAN DITCH ------
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DENOTES ELIMINATIC14 OF WETLANDS.
DENOTES FILL IN WEnmDS
D%IOUS PILL BEL0I O.H.T. -
HOflIZOIiAL SCALE
SO' 25' 0' 50' 100'
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® DENOTES VETLANDS
VERTICAL SCALE HORIZONTAL SCALE
[J S' / 6 1 50' 25' 0' 50' 100'
AGO L? i? v ioU So
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?i'A. Z! ?7 Cc /1 r> I 41 / 1. U. C..
I?lUr27?ED ?T=?r?/cIJ ? ? ?? ? ?
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HORIZOYTAL SCALE
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Ba'u ?0
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HORIZOYTAL SCALE
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VERTICAL SCALE
a? 1 ? io

qo' 20' o . 26 ",P- l'
j7p, ??¢t vU CaGL.'f'D!? o?h?ETLA?l05
v
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Jt J/ ? ?EYOTES YETLAYDS
DEVOTES ELIMIYATIOY 0e YETLAYDS
i / DENOTES FlLL IN WETLMOS
DENOTa FILL [lEILW ORCMNAY HCH WINTER
VERTICAL SCALE K- k
a? S? is
S l T? Nv. 2 S
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIMYAYS
WILSON COUNTY
STATE PROJECT 6.T340302 (R-1023M)
PROPOSED US 204 MPASZ; FFOU E =T.NO
US 204 WEST OF WILSON TO EAST OF SR 11M
SHAT 2- 3 OF 1A. ALLY 31, 1994
O d
SPII`1r5 ?oG FLoI?RS COL ,? ?? ?s tr 0 0 :? ©C O
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:;r..111E ?.. • .._ I?G?f! ' ' ,? •? I '!ice 1 t
IX
PROP. 5:.OPL- 5,AKE LINE fl t\ ?4 y/? 1 I ?' W/ GLA°?5'6' STL1: r
+(ILiEP,F-Aertc
FUNN`Ll.. /F?v,J {`l,o 17?I.^ W' CS
12" G. O. P I PL h/
110005 '??' ------ N.C. DEPARTMENT OF TRANSPORTATION
Si IG 29 DIVISION OF HIGHWAYS
WILSON COUNTY
DENOTES FILL IN SURFACE RATERS STATE PROJECT 8.7340302 ' (R-1023AA)
DENOTES ELIHIIATIOI OF SUF.FACE ffATERS PROPOSED US 204 MASS FROM EXISTING
HORIZOITAL SCALE US 204 WEST OF WILSON TO EAST OF SR 1130
rA' 25' 0' 50' 100'
CALF 1? 100'
AD
q O i,
l;
/ TRN 65
e4 y
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9
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® DENOTES FILL IN WETLANDS
DgIOi&S ZLI2iIIATIOI OF Y&TLAIDS
HORIZOITAL SCAL&
50' 25' 0' S0' 100'
+30
120
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THIS SITE HAS BEE N' DELETED AS OF 4-26-95
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No. 2,9
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VERTICAL SCALE
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HORIZOITAL SCALE
N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HICHRAYS
WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023AA)
PROPOSED US 204 MASS FROM E?OST=
US 264 K=T OF WILSON TO EAST OF SR 1136
JV?L 1, ? 100'
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DRIOTES ELIHIIATIOI Of VETLAIDS
® DENOTES FILL IN WETIMOS
DEIOIRS IETLAIDS
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HK? WAYS
WILSON COUNTY
STATE PROJECT 8.7340302 (R-1023AA)
PROPOSED US 20-4 WPA.S FROM DU T1NC
US 264 WEST OF WILSON TO EAST OF SR 1130
SHEET 2-7 OF 3q WAY 31 , 1994
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QORIZONYAL SCALE
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VERTICAL SCALE HORIZ00AL SCALE
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N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HKA-T iAYS
WILSON COUNTY
STATE PROJECT S.T340302 (R-1023M)
PROPOSED US 264 BYPASS FROM EX=NC
US 264 WEST OF WILSON TO EAST OF SR 1136
SOA1E 1' - 100'
SHEET 29 of 3 1 UAY 31, 1994
/ PROP;;
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N.C. DEPARTb1ENT OF TRANSPORTATION
y Jr DENOTES WEILANDS DMSION OF HIGHWAYS
® DENOTES RLL IN WEMMOS WILSON COUNTY
STATE PROJECT S.T340302 (R-1023AA)
HORIZONTAL SCALE PROPOSED US 204 BYPASS FRGA ExLSnNc
US 264 WEST OF WILSON TO FAST OF SR 1130
:A' 23' 0' 50' 100'
SCJLE: 1' - 100'
SL-HEET 30 OF ?ja wAY 31) 1994
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MOTES MUDS
DENOTES FILL IN WETLANDS
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HORIZOITAL SCALE
50' 25' 0' SO' 1 DO'
N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023AA)
PROPOSED US 204 DYYASS FROM EXISTING
US 264 WEST OF WILSON TO EAST OF SR 1136
SOALF: 1' - 100'
SHE-7 31 OF 24- LAAY 317 1994
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N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023AA)
PROPOSED US 264 BYPASS FROM EXlST1NC
US 264 WM OF WILSON TO EAST OF SR 1136
SC14E: 1' - 100'
SHEET 32 OF 3q MAY 31, 1994
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VERTICAL SCALE
HORIZONTAL SCALE
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J N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGMVAYS
WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023M)
PROPOSED US 254 BYPASS FROM EX-MNG
US 264 WEST of MLSOM TO EAST of SR 1136
1 SCA - 1' - 100'
SH cT 34 OF 39 VAY 3I 1094
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DENOTES FILL IN WE 1ANDS
O MOTES VEMUiDS
VERTICAL SCALE HORIZOITAL SCALE
ZOn
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
STATE PROJECT 8.17340302 (R-1023AA)
PROPOSED US 284 m?ASS FROM EXISTING
US 284 WEST OF WILSON TO DST OF SR 1138
Slim 3 5 OF mAy 317 1994
FILL ELiHIYATI01 FILL ELIl'IImia FILL
IH OF IH OF BRLOW TOTAL
SITE STATIOY STP,UCTM WETWDS WETLA H SURFACE WATERS SURFACE WATERS O.H.X. FILL
(ac.) (ac.) (ac.) (ac.) (c.Y.) (c.Y.)
1 -L- 871+50 to 881+50 Lt. 0 0 0.06 0 0 633
2 RP'B'(264) 12+75 to 16+60 36'RCP 22 3.31 0 0 0 932
3 -L- 895+03 to -Y- 32+50 0 3 0.20 0 0 2260
4 -L- 884+03 to RP'B'(264) 19+50 0 0 0.22 0 0 2783
5 -Y- 53+00 0.12 0 0.04 0 0 2150
6 -Y- 57+75 to 58+85 Rt. 0 0.02 0 0 0 0
7 -Y- 61+70 to 62+90 Rt, 0.08 0 0 0 0 00
8 -Y1- 31+03 to 43+00 24'RCP 0 0 0.06 0.03 0 270
9 -Yl- 25+50 to 28+00 18', 21-RCP 0 0 0.02 0 0 170
10 -Y1- i0+00 to 22+50 0 0 0.09 0.01 0 923
11 -Y- 17+30 to 30+00 Lt. 0 0 0.09 0 0 1390
12 -Y- 21+25 Rt. 18'RCP 0 0 0 0.002 0 0
13 RP'B'(264) 33+25 Lt. 18'CONC 0 0 0.01 0 0 75
14 -L- 911+60 to 912+70 18'RCP 0.08 0 0.07 3.03 0 670
15 -L- 916+70 0 0 0.01 0.01 0 60
16 t -L- 922+00 '42'RCP 0 0 0.01 0 0 370
17 -L- 925+50 0.18 0 0 0 0 4000
18 -L- 928+90 18'RCP 0 0 0.02 0 0 450
19 -L- 938+50 36', 36'CS 0 0 0.12 0 0 1800
20 ` -L- 954+50 to 962+75 24 'RCP, 7x5 RCBC 1.34 0.03 0 0 63 41000
21 -L- 967+00 24'CONC 0 0 0,08 0 0 550
' DENOTES TEAT A PEPYIT DRAWING HAS BEER CREATED
N.C.. DEPARTMENT OF TRANSPORTATION
OMSION OF NICHWAYS
WILSON COUNTY
STATE PROJECT B.T340302 (R-1023M)
PROPOSED US 204 M?"- MOM EMS71NC
US 204 1YEST OF 151LSON TO FAST OF SR 1136
SH,E L -T ^^?? Of 39 MAY N. 1J94
FILL ulmiHLTIOE FILL ELILI MOZ FILL
Il of IH OF BELOW TOTAL
SITE STATIOI STRUCTURE ML.'LRDS WETLANDS SURFACE WATERS SURFACE PATERS O.R.W. FILL
(ac.) (ac.) (ac.) (ac.) (c.Y. ) (c.Y. )
22 ' -L- 913+00 to 915+40 Rt. 'HIS S[TE HAS SEEN DELETED AS OF 4-26-75
23 ' -L- 983+50 to 10+80 18', 18-RCP 2.45 0 0 0 0 18000
24 ' RP'B'(I-95) 15+40 to 16+80 0 0.36 0 0 0 0
25 ' RP'8'(I-95) 17+C3 to 26+25 30', 30'RCP 2.57 0 0 0 0 19103
26 ' COLL'BC' 10+00 to 21+50 2@66'CONC 0.62 0.04 3 0 17 5200
27 COLL'AD' 11+50 to 21+50 Lt. 0 0 0.07 0 0 440
28 ' COLL'AD' 21+15 to 30+60 2@66'CONC 1.47 0.07 0 0 75 12100
29 ' RP'A'(1-95) 30+13 to 34+03 30'RCP 0 0 0.65 4.6 0 5908
30 ' RP'A'(I-95) 27+60 to 30+00 THIS SITE HAS BEEN DELETED PS OF 4 ?S-95
31 ' -L- 33+80 to 36+75 0.96 0 0 0 0 37500
32 COLL'P.D' 30+50 to 60+00 0 0 0.20 0 0 2920
33 COLL'8C' 20+50 to 61+50 0 0 0.20 0 0 2303
34 ' RP'C' 18+50 to 35+70 24'RCP 3,18 0.34 0.03 0 0 10030
35 COLL'AD' 50+00 to 51+55 Lt. 30'RCP 0.04 0.01 0 0 0 133
36 COLL'AD' 55+0O Lt. 30'CONC 0 0 0.01 0 0 100
37 COLL'AD' 62+50 to -Y6- 15+00 Lt. 0.07 0 0.04 0.02 0 363
38 COLL'EC' 64+50 to -Y6- 25+30 0.08 0 0.08 0 0 263
39 RP'D'(I-95) 20+35 24'RCP 0 0 0.03 0 0 170
40 -L- 40+40 to 42+35 Rt. 0.29 0 0 0 0 9300
41 RP'A' 22+20 0 0 0.01 0 0 150
' DENOTES TUT A PERHIT DRAWING HAS BEEN CREATED
FILL ELIMAH01 FILL El 2KI%ATiOI FILL
II OF Ii OF BELOW TOTAL
SITE STATIOY STRUCTURE WETL.'LSDS WETLAFDS SURFACE WATERS SURFACE WATERS O.H.X. FILL
(ac.) (ac.) (ac.) (ac.) (c.y.)
42 -Y7- 9+00 to 15+50 Lt. 0.03 a 0.01 0.01 0 130
43 -Y7- 12+0a to 21+50 0 0 0.04 0 0 140
44 -Y7- 21+30 24'COHC 0 0 0.01 0 0 170
45 -Y7- 21+50 to 29+75 Lt. 0 0 0.04 0 0 610
46 -L- 57+70 to 60+50 181COYC 0 0.02 0 0.01 0 0
47 -L- 60+50 Lt. 0 0.01 0 0 0 0
48 -L- 62+75 to 64+25 54'RCP 0 3 0.03 0 a 660
49 -Y7- 30+20 301COYC 0 0 0.01 0 0 450
50 -Y1- 3000 to 45+50 0 0 0.07 0 0 1150
51 -Y7- 28+50 to 40+50 Lt. 0 0 0.05 0 0 180
52 -Y7- 36+80 18'P,CP 0 0 0.002 0 0 10
53 -Y7- 39+50 24'COKC 0 . 0 0.003 0 0 20
54 -Y7- 61+00 to 68+50 0 0 0.03 0 0 110
55 -Y7- 62+00 to 68+00 Lt. 0 0 0.03 0 0 130
56 47- 64+00 H48'COWC 0 0 0.01 0 0 120
r
57 -Y1B REV- 16+80 to 18+50 30'RCP 0.18 0 0.0x4 0 0 870
TOTALS :3.36 0.31 2.77 4.72 155 1 a a 7 6 5
N.C. DEPARTMENT OF TRANSPOWATION
DMSION OF HIGHIYAYS
WILSON COMly
STATE PROJECT 3.T34,0302 (R-1023M)
PROPOSED US 264 MWLS FROM DIJS7ni4c
US 204 V=j OF IMLON TO Farr of SR 1IN
"P.M 36 OF 3 / MY 31, 1004
? ADDRESSES
1. Korth Carolina Department of Transportat,on
P.0. Box 25201
Raleigh, KC 21611-5201
2. William McKinley Finch
Route 1 Box 13
Sias, KC 21880
3. David William Compe
THIS SITE HAS BEEN DELETED AS OF 4-26-95
Falls Church, VA 22041
4. J. Hoover Lama, Jr,
Route 2 Box 325
613 City, KC 27822
5. Stella Flowers Wiqqs Walker
Route 2 Box 698
Wilson, RC 27822
6. James Joe Flowers
Route 2 Box 8,14
Wilson, KC 27393
7. Ruby D, Langston
78"32 Deforest Drive
Chesapeake Beach, HD 20732
B. Wiliam T. Daniel
Route 2 Box 639
Wilson, WC 27893
9. Wilson County Properties
P.0. Box 3775
` Wilson, KC 21993
10. Joyce S. Williamson
Route 2 Box 537A
Wilson, KC 27893
11. Oise Coleman
Route 1
Lucama, KC 27651
12. Drab T. Williamson, Jr.
Route 2 Box 537A
Wilson, WC 27893
13. Stephen Coleman, Heirs
Route 1 Box 235
Lucama, KC 27651
y. surf .,,s
J J gIt

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
)AMEs B. HUNT )R. R. SAMUEL HUNT I I I
GOVERNOK P.O. BOX 25201, RALEIGH, N.C. 27611-5201 SECRETARY
June 9, 1995
Ms. Jean Manuele
Regulatory Field Office
U. S. Army Corps of Engineers
6512 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina 27615
Dear Ms. Manuele:
SUBJECT: Wilson County, First Segment of the Wilson By-Pass Project, TIP No.
R-1023AA, Federal Aid Project No. F-38-1(54), State Project No.
8.1340301, USACOE Action ID No. 199201219.
Please find enclosed a copy of the permit application, drawings, and
wetland classification and quality analysis for the above referenced project.
This application package is for the,first,segment of the project which begins
at US 264 west of Wilson and ends east of Interstate 95 at SR 1136. The
project includes a four lane divided highway with interchanges at US 264 and
I-95.
' The project will impact 14.87 acres of wetlands and 7.49 acres of
surface waters (see sheets 36-38). As you will recall two wetland sites (22
and 30, totaling .99 ac.) were determined to be non-jurisdictional during the
April 12 agency site meeting. Measures have been taken to avoid and minimize
impacts to wetlands and waters. In April of last year NCDOT's Design Unit
completed a study to determine if wetland impacts could be minimized by
reducing median widths. Based on this study your agency agreed that "the
differences in wetland impacts between 0, 46, and 60-foot wide medians are
minimal" (August 16, 1994 COE Letter).
On several occasions, including the April 12 agency site visit, the
issue of roadside ditches was raised. NCDOT's Hydraulics Unit reviewed the
plans and has removed all ditches in wetlands except for site 34 (see sheet
35 of 39). However, based on the cross-sections for the project this ditch
will only be 1 to 2 feet deep with 2:1 side slopes. This ditch is necessary
for drainage because the road will be cut below grade at this location. All
other excavation in wetlands, indicated as elimination of wetlands on permit
drawings, will be the result of installation of culvert pipes, cutting below
grade, or stream relocation.
3
June 9, 1995
Page 2
It is NCDOT's opinion that these impacts will satisfy the criteria of a
Nationwide or Regional Permit. To assist in your review of the project we
have performed a wetland classification and quality analysis (see enclosed
report) for all wetland sites impacted by the project.
The wetlands were analyzed using the numerical rating system (0-100,
with 100 being the highest value) developed by the Division of Environmental
Management. Fifteen wetland sites (14.56 acres) were inspected and
classified during the field study. Sites 25 and 28 required several sampling
points because of different vegetation or moisture regime. An additional
seven sites (0.31 acres) were evaluated from the roadway plans and determined
to be of low quality due to their location and minimal size.
The quality analysis revealed that 14 of the 19 data points (11.52
acres) are rated below 40. The remaining five sample points (3.04 acres) are
rated between 59 and 73 with only one site above 70. The results of the
study indicates that 80% (11.83 acres) of the wetlands impacted by the
project are below average quality and the remaining 20% are only slightly
above average quality. The field study also revealed that many of the
wetlands that will be impacted by the project are either isolated, have been
disturbed, are at the head of a drainageway, or have been harvested.
As discussed above, an estimated 7.49 acres of waters will also be
impacted by the project. However, the majority of these impacts (5.25 acres)
will occur when the farm pond east of I-95 is drained. As you will recall,
this pond has already been partially drained.
It is NCDOT's opinion that the impacts associated with this project will
not result in more than minimal adverse environmental effects either
individually or cumulatively (33 CFR 330)'. Therefore, NCDOT requests that
the project be authorized under Nationwide Permits. If you have any
questions concerning this information, please do not hesitate to call Scott
P. Gottfried at 919-733-3141, ext. 307.
?t rSincer y,
klin Vick, P. E., Manager
Planning and Environmental Branch
SPG/rfm
Enclosures
cc: District Engineer, COE Wilmington
Mr. John Parker, DEM
Mr. Kelly Barger, P. E. Project Management Unit
Mr. Don Morton, P. E., Highway Design Branch
Mr. A. L. Hankins, P. E., Hydraulics
Mr. D. R. Dupree, P. E., Division 4 Engineer
Mr. Charles Cox, P. E., Project Planning Engineer
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT. JR. DIVISION OF HIGHWAYS R. SAMUEL HUNT III
GOVERNOR P.O. BOX 25201. RALEIGH. N.C. 27611-5201 SECRETARY
'J '. June 199:
MEMORANDUM TO: Stephanie Brig-s. Permits Suoervisor

.
l'ROM P:rmits _tinr `.,i:'_^ation rni:

_ :) o'_';' i=t _ . 0'.": a _

LJ 01021St

SUBJECT: assi iCation all' 0Uca iLv na1ysi5 o
C :i"a :ld S i,es o. i,.,a Id , i S _o-)• !';ii . cn
?.n:lss rctn exi?_ir.c C5 ?, est of V,

ATTL;lTION Cott' tot iri..... !=_1':r.:_, ar
niS !.t I!-C:711,.!;'.: e? _!Zll ?a- us .? :n
anaivzin_ i:an,?cts to j1risdi^tipr.ai «'-tiar:cis for t7e
LS 2?54 Bypass of Wiison. 5ectian AA from existina US '0- to
Just east of ?. 1 ?. Sites were visited on 17 `-fay' L995 by
'?ioloaists Phillip Todd and Scott Gott?ried as we II as
engineer trainee Aileen Sc6tt.
if The foi towing table (Tabie 1) incluc.es a guaiity
;anaivsis of wetlands impacted b.: the proposed protect as well
as site classifications and hectare (acre) im-)acts per site.
Stud' area wet' Lands are anal,, ed usinz a numerical ratin^
system (0-100 with 100 being the hi27htest vaiue) developed b;'
the Division of Environmental `Ianagement (DE`•I) to ?zau?,t
wetland auality. This wetland ratink sN-stem (Fourth Version)
emphasizes water storage. bank/ shoreline stabilization.
pollutant removal and aquatic life vaiues. Other wetland
attributes considered in this rating system include wildlife
habitat and recreational/educational vaiues.
The second mechanism used to describe wetlands in the.
Project study area involves a classification s}stem developed
by Cowardin. et at (1979). This system provides a uniform
approach in describing concepts and terms used in classifying
eco lo,ica I tala found within a wetland svstem..

11?L idii l ' !:1! It; nt
LOCAT I OPT DE`.1 COWARD I N AREA IMPACTED
Site 02 63 PFO1C 0.09 (0.23)
Site 0: 16 PFO1/4A 0.05 (0.13)
Site 1= 1? PF0 1 -,. 0.03 (0.05)
Site 1 11 PF01A 0.G (0.15)
Site 20 40 ! :Oi.. 0.55 (1.3-)
Site 13 i? PSS6A 0.95 (_'.'.`)
Site 14 T-170 1A 0- i (0.361
Site 25A 1- PSS1/1A 0.16 (0.4_)
Site ;B 12 PE>11A 0.21 lU.52
Site _?c_ .5 -`.11A 0. ''_ (_.03)
Site ?_`D 63 ri 0. 4 (0.61
Site 26 3 ?F(DIA 0.2o (0.661

Site 31 1 1" 01A 0.35 (0.96)
site ?,1 PSS4/6A 1.=1 13.50
Site
Site -10 __ (0.
Site 1Y ??u:A l .0- 1 iI .:6 )
?V,OL.° Va!LI°S I'o'?Or l.ccl_ .
1)E,,1i=palLis trine . emer_(:nL perslst,ert G=C.eCLOUs
PFO=palustrine. forested A=temporarily flooded
PSS=palustrine, scrui)/shr ub, (_=seasonally flooded
1=broad-leaved deciduous H=permanently flooded
'=ever`reen
denotes that site i5 now cleared and the Cowardin
classification signifies the site prior to disturbance.
Other sites are not classified. but ^iven a bri-.f
description. These impacts are considered minim^.l with the
maximum amount of jurisdictional wetl=.nd impact total ina 0.1?
ha (0.31 ac). Site 6 is a small, isoiated wetland adjacent
to an existing roadway. Site - is a non-forested wetland
swale located along the roadside. Sites 37. 3S. Y2 and 46
are roadside drainage ditches. Site 4 involves impacting an
isolated wetland adjacent to a barn. Sites not mentioned in
this memorandum are surface water impacts.
c: V. Charles Bruton, Ph.D., Unit Head
Hal Bain. Environmental Supervisor
File: R-1023
NOTIFICATION FORM
INFORMATION SHEET
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
A. NOTIFICATION TO THE CORPS OF ENGINEERS DISTRICT ENGINEER. (REFER TO
ITEM B. BELOW FOR DIVISION OF ENVIRONNLENTAL NIANAGEMENT APPLICATION RE-
QUIREMENTS AND SPECIFICALLY NOTE NWP 26 DIFFERENCE.)
Certain nationwide permits require notification to the Corps of Engineers before work can proceed. They are as follows:
NWP 5 (only for discharges of 10 to 25 cubic yards)
NWP7
NWP 13 (only for stabilization activities in excess of 500 feet in length or greater than an average of one cubic yard
per running foot)
NWP 14 (only for fills in special aquatic sites, including wetlands, and must include a delineation of affected special
aquatic sites)
NWP 17
,N'VP 1 g (required when discharge exceeds 10 cubic yards or the discharge is in a special aquatic site and must include
a delineation of the affected special aquatic site, including wetlands)
NWP 21 (must include a delineation of affected special aquatic sites, including wetlands)
NWP 26 (only for greater than 1 acre total impacts and must include a delineation of affected special aquatic sites,
including wetlands)
NWP 33 (must include a restoration plan of reasonable measures to avoid and minimize impacts to aquatic resources)
N`'WP 37
NWT 38 (must include a delineation of affected special aquatic sites, including wetlands)
For activities that may be authorized by the above listed nationwide permits that require notification, the
applicant shall not begin work
a. Until notified that the work may proceed under the nationwide permit with any special conditions imposed by
the District Engineer, or
b. If notified that an individual permit may be required, or
c. Unless 30 days (calendar) have passed from the time a complete notification is received by the District Engineer
and`rio notice has been received from the District Engineer, and required state approvals have been obtained.
Required state approvals include: 1) a Section 401 water quality certification if authorization is requested for a
discharge of dredged or fill material, and 2) an approved coastal zone management consistency determination if
the activity will affect the coastal area. ?
Use of NWP 12 also requires notification to the District Engineer, but work may not begin until written
concurrence is received from the District Engineer. The time periods described above do not apply.
Furthermore, requirements to notify the U.S. Fish and Wildlife Service (USFWS), the National Marine
Fisheries Service (NMFS), and the State Historic Preservation Office (SHPO), as indicated below and on the
notification form, do not apply.
B. APPLICATION TO DEM FOR NATIONWIDE PERMIT SECTION 401 CERTIFICATION.
Certain nationwide permits require an application to DEM in order to obtain Section 401 water quality certification.
lbey are NWP 6, NWP 12, NWP 15, NWP 16, NWP 17, NWP 21, NWP 33, NWP 34, NWP 38, and NWP 40.
Certain nationwide permits were issued general certifications and require no application. They are NWP 3, NAT 4,
NWP 5, NWP 7, NWP 20, NWP 22, NNVP 23 (requires notification to DEM), NWP 25, NWP 27, NWP 32, NWP 36,
and NWP 37.
1 he following nationwide permits were issued general certifications for only limited activities: NWP 13 (for projec'Z
less than 500 feet in length), NN P 14 (for projects that impact waters only), NR'P 18 (for projects with less than 10
cubic yards of fill in waters only), and NWP 26 (for projects with less than or equal to one-third acre fill of waters or
wetlands). Projects chat do not meet these crt.ria require application for Section 401 water quaiiry certifications.
C. NOTIFICATION/APPLICATION PROCEDURES.
The attached form should be used to obtain approval from the Corps of Engineers and/or the N.C. Division of
Environmental Management as specified above. The permittee should make sure that all necessary information is
provided in order to avoid delays. One copy of the completed form is required by the Corps of Engineers and seven
copies are required by DEM. Plans and maps must be on 8 1/2 x l l inch paper.
Endangered species requirement: For Corps of Engineers notifications only, applicants must notify the U.S. Fish and
Wildlife Service and/or the National Marine Fisheries Service regarding the presence of endangered species that may
be affected by the proposed project.
U.S. FISH AND WILDLIFE SERVICE
RALEIGH FIELD OFFICE
P.O. Box 33726
Raleigh, NC 27636-3726
Telephone [phone]
NATIONAL MARINE FISHERIES SERVICE
HABITAT CONSERVATION DIVISION
Pivers Island
Beaufort, NC 28516
Telephone [phone]
Historic resources requirement: For Corps of Engineers notifications only, applicants must notify the State Historic
Preservation Office regarding the presence of historic properties that may be affected by the proposed project.
STATE HISTORIC PRESERVATION OFFICE
N.C. DIVISION OF ARCHIVES AND HISTORY
109 East Jones Street
Raleigh, NC 27601
Telephone [phone]
Information obtained from these agencies should be forwarded to the Corps.

rtr
DEM ID
ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit ?):
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH,
P.O. Box 1890 AND NATURAL RESOURCES
Wilmington, NC 28402-1890 P.O. Bor. 29535
ATTN: CESAW-CO-E Raleigh, NC 27626-0535
Telephone [phone] ATTN: MR. jOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. Owners Name
North Carolina Department of Transportation; Planning & Environmental Branch
=. Owners Address: P. 0. Box 25201; Raleigh, NC 27611
3. Owners Phone Number (Home): --- (Work):
[phone]
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
H. Franklin Vick, P.E.
Manager
5. Location of work (MUST ATTACH MAP). County:
Nearest Town or City: Wilson
Specific Location (Include road numbers, landmarks, etc.):
See Site Map
t
5. Name of'Closest Stream/River: Shephards Branch
. River Basin: Contentnea Creek
3. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES [ ] NO (X]
?. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO (X]
If yes, explain.
'0. Estimated total number of acres of waters of the U.S., including wetlands, located on project site:
22.4 acres
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: -
Drained: _
Flooded: _
Excavated:
Wilson
16.7 acres
4.6 acres
0.0 acre
1.0 acre
Total Impacted: 22.4 acres
12. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only): (See Individual Drawings)
Proposed construction of Wilson Bypass from existing US 264 West of Wilson to East of
SR 1136. A four lane divided highway with interchanges at US 264 and I-95.
13. Purpose of proposed work: Public Highway
14. State reasons why the applicant believes that this activity must be carried out in wetland. Also, ,tote measures
taken to minimize wetland impacts. This is the preferred alternative. Minimization measures
included median width reduction and elimination of ditches in wetlands.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service
(NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES [ X] INTO [ ]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic
properties in the permit area which may be affected by the proposed project? Have you done so? YES [X ] NO[
J
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DE\i:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required for this project, attach copy.
E. What is land use of surrounding property? Predominately farmland-, some rural
F. If applicable, what is proposed method of sewage disposal? n? a
S
61V?
Owner's Signature Date
xt
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33
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SCALE
0 5 10 20 30 SCALE Of MMES ONE INCH EQUALS APPROX. 13 MACS
ONE INCH EQUALS APPROX. 21 KILOMETERS
10 2U JO 40 43 SCALE OF KILOMETERS
I MILE IS EQUAL TO LEM KILOMETERS
I C I N I T \( ? /l A P N.C. DCPA RENT OF TRANSPORTATION
DMSION OF HIGMVAYS
WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023AA)
PROPOSED US 21 MTASS FROM oar 1,rc
US 26: VIZST OF VeIL,OK N EAlST OF SR 1136
SHOT I OF ?j 1AAY 31, 1994
TO
RALEIGH
r
N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHIYAYS
WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023M)
PROPOSED US 264 DYPAS.^, FROM EXISTING
HOHIZOXTAL SCAL& US 264 NEST OF 1111;On TO EA-')T OF SR 1IN
500 0 ,0n 1000
SCULL: 1' - 1000
SHEET 2 OF ?? my 31, 1094
S i?F M/ P;
5)TE 1,iAP

N.C. DEPMT>.IENT OF TRANSPORTATION
OMSION OF HICMVAYS
WILSON COUNTY
STATE PROJECT 1-34-0302 (R-1023.M)
PROPOSED U3 204 D-T?",- FROM IX1TNC
HORIZONTAL SCALE US 2c4 WEST OF 1',1L;ON TO V,-jr OF SR 1136
500 0 560 1000
SCALE: 11 - 1ooo?
SHCET 3 OF 2q LLky 31, 1004
SITE i"A°
THIS SITE HAS BEEN DELETED AS OF 4 - 2 6 - 9 5.
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/ II DIV SION OF HICHWIAYS
?III,n N71LSON COUNTY
cn
?I II STATE PROJECT C.T340302 (R-1023.x.',)
?? ?t 30 PROPCSCD US 20-? O ID= FROM EXIsm4c.
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LORNOITAL SCALE
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N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
WILSON COUNTY
STATE PROJECT 3.T340302 (R-1023x+.1)
PROPOSED US 2Cr4 MASS FROM EXISTING
US 204 YfEST OF Yi1LSON TO EAST Of SR 111,33
SO?L_- 1' = 109'
SHEET 5 OF ^9 MAY31, 1V9:
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S96 WILSON COUNTY
xj STATE PROJECT 8.T340302 (R-1023M)
PROPOSED US 264 MASS FROM EXISTING
US 234 'AE ST OF WILSON TO. EAST OF SR I IM
SOA -'- I' 0 100'
SHEET 7 OF 3 9, VAY31, 1994 .

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N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGKNAYS
WILSON COUNTY
STATZ PROJECT 8.T3h0302 (R-1023AA)
PROPOSED US 2G4 OYP/---S FROM EQSnNG
US 204 WEST OF WILSON TO EAST OF S.4 1130
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N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
DEROTES YETLUDS
WILSON COUNTY
D040TES FILL IN WET"iDS
STATE PROJECT 3.T340302 (R-1023M)
JJT DEYDTES ELLUNATIOH 0: YET1•ASDS PnPOSM US eat M? SS FROM IX1snNC
VERTICAL SCALE HORIZOITAL SCALE US gas WEST OF WILSON TO EAST OF SR 11M
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gat ^ DMSION OF HIGHWAYS
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WILSON COUNTY
99.0 + STATE PROJECT 3.T,3440302 (R-1023AA)
if ,tr
PROPOSED US 204 GYPASS FROM Mj-nNG
US 204 WEST OF WILSON TO EAT OF SR 1130
SCGL_ 1' - 100'
SHEET 12 OF `3? MAY317 1994
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O DIVISION OF HIGWIAYS
WILSON COUNTY
! STATE PROJECT 3.T340302 (R-1023AA)
PROPOSED US 264 BYPASS FROM alSTING
US 264 WEST OF W'ISON TO EAST OF SR 1136
St1EET 3 OF 7? VAY 31, 1994
L
PROPOSED RIGHT OF WAY
EDGE OF WETLAN
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JAMES JOE FLO
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N.C. DEPART1dENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
7i DENOTES FILL IN WEMNDS STATE PROJECT 8.T340302 (R-1023AA)
HORIZOIiAL SCALE - PROPOSED US 264 M?AS:S FROM D=nNG
US 264 WEST OF WILSON TO EAST OF SR 1136
50' 25' 0' 50' 100'
SCALE: 1' - 100'
SHEET 15 OF ? { UAY 311 1994
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YKITICAL SCALE HOAIZOITAL SCALE
N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
WILSON COUNTY
STATE PROJECT 8.7340302 (R-1023AA)
PROPOSED US 204 BYPASS FROM EXISTING
US 264 WEST OF WILSON TO EXST OF SR 1138
SHEET 17 OF 34- VAY 317 1994
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G G 2 / - DIVISION OF HQiVAYS
•J ` CQ WILSON COUNTY
® DENOTES FILL IN WETLANDS
STATE PROJECT 8.7340302 (R-1023AA)
® MOM IILL BROT O.H.T. PROPOSED US 204 BYPASS FROW EXISTING
HO&IZOtidL SCdLE US 204 WEST Of VALSON M FAST Of SA 11-36
50' 25' 0' S0' 100'
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SHEET 8 OF ?q "Y 31 F 1294
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N.C. DEPARTMENT OF TRANSPORTATION
OMSION OF HIGHWAYS
DEIOTES W37LAIDS
WILSON COUNTY
® DENOTES Flu IN WETLANDS STATE PROJECT 8.T340302 (R-1023.M)
DENOTES FILL DELGtf ORDINARY F7GH WATER PROPOSED US 264 DYPASS FROU DCJS NG
DENOTES ELIMINATION OF WETLANDS US 204 NEST OF WILSON TO EAST OF SR 1130
SHEET 20 OF 139 MAY 31r 1994
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DENOTES FILL IN WETLANDS
?1 D®OiBS FILL B?OI O.H.X.._ ? . -
-' HO&IZOITAL SCALE
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DMSION OF HIGHWAYS
WILSON COUNTY
® DE80TES KE[LAgDS STATE PROJECT 8.T340302 (R-1023M)
VERTICAL SCALE HORIZOITAL SCALE PROPOSED US 264 13YPASS FROV EXISTING
US 264 WEST OF WILSON TO EAST OF SR 1130
d S ' a 50' 25' 0' S0' 100'
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DENOi>~i FILL IN WETLANDS
DENOTES FILL 0.0W ORD'.t1MY "CH WATER
VERTICAL SCALE

5 l 7"E Nv . 2 S
N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGh[WAYS
WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023M)
PROPOSED US 204 UYPASS FROM DuSTWG
us 214 WEST of WILSON TO EA5T OF sR 1110
5.4EET 2:3 OF ?A MY 31, 1924
PROP. 5L.OPL• 5TPKE LINE
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DEXOTES =u IATICI OF SURFACE PATERS
HORINITAL SCALE
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N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
WILSON COUNTY
STATE PROJECT B.T340302 •(R-1023AA)
PROPO?'m US 2G4 BYPASS FROM DUSTING
US 204 WEST of WILSON TO EAST Of SR 11-30
SCALE 1 * - 100'
SHEET Z4 OF 3q MAY 31 , 1994
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PERTICAL SCALE HORISOITAL SCALE
01
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N.C. DEPARTMENT OF TRANSPORTATION
DNISION OF HIGHNAYS
WILSON COUNTY
STATE PROJECT 8.7340302 (R-1023AA)
PROPOSED US 204 MASS FROM EXISTING
US 264 WMT OF W SON TO^^EAST OF SR 1136
SCALr .. I' - 100'
SHEET 2 6 CF 3? 1lAY 31 , 1994
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VERTICAL SCALE

N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HK;HWAYS
WILSON COUNTY
STATE PROJECT 8.7340302 (R-1023AA)
PROPOSED US 264 "ASS FROM EX=NG
US 204 WEST OF WILSON TO EAST Of SR 1136
I 12 JOYCE S. WILLMMS?
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UORIZOATAL SCALE
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VERTICAL SCALE RORIZOIYAL SCALE
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N.C. DEPAM IMENT OF TRANSPORTATION
WSION OF HIGMAYS
WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023M)
PROPOSED US 264 BYPASS FROM EX=NC
US 264 WEST OF WILSON TO EAST OF SR 1136
SCAL, 1' - 100'
SHEET 2q OF 3 1 mAY 31 ,, 1894
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5jr? ??r N.C. DEPARTMENT OF TRANSPORTATION
y DEIOTES KETLAIDS DMSION OF HIGHYIAYS
WILSON
DENOTES FILL IN WER.ANDS COUNTY
®
STATE PROJECT 8.T3440302 (R-1023AA)
H O R I Z O I T A L SCALE PROPOSED US 204 GYPIS5 FROM EXJST1Nc
US 264 WEST OF WILSON TO EAST OF SR 1130
50, 25, o• 50• 1Oo•
scaLE t' - 1 Go,
SHEET 30 OF ^?Q 1NY 312 1994
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WILSON COUNTY
DENOTES FILL IN wETLANOS STATE PROJECT 8.T340302 (R-1023M)
® DEIOTES nDMATIOI OF IrbTLAIDS .
PROPOSED US 264 BYPASS FROM EXISTING
HORIZOITAL SCAL E US 264 WEST of MLSON To EAST OF SR 1136
50' 25' 0' 50' 100'
,.
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SHEET 1 OF 2?4- my 317 1994
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DENOTES ELIMINATION OF M%TLANDS .
HORIZONTAL SCALE
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WILSON COUNTY
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PROPOSED US 2a4 OYPASS FROM D:=N0
US 264 WEST OF WILSON TO EAST OF SR 11M
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4
,V,C'VPf?ED ?YGI?F)
?![7. FGI?GWnY c?iTc.l-I
St_.C7/U?I p-p ?c..??/??/f?T/air o? ?????.n??ry
DF%OUS' ELDOATIO1 OF V'STLAEDS
F DENOTES FILL IN WE LMOS
O MOTES HTLUIDS
VERTICAL SCALE HORIZOITAL SCALE
/o/ Ap 0' /D' z0?
--r
N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
WILSON COUNTY
STATE PROJECT B.T340302 (R-1023M)
PROPOSED US 204 BYPASS FROM DUSTING
US 204 WEST OF VILSON TO E/.ST OF SR 1130
SHEcf 35 OF ?lq ?kY 317 1sa4
FILL
IN
SITE STATION STRUCTM YETLANDS
(ac.)
1 -L- 871+50 to 881+50 Lt. 0
2 RP'B'(264) 12+75 to 16+60 36'RCP .22
3 -L- 885+00 to -Y- 32+50 0
4 -L- 684+00 to RP'B'(264) 19 +50 0
5 -Y- 53+00 0.12
6 -Y- 57+75 to 58+85 Rt. 0
7 -Y- 61+70 to 62+90 Rt. 0.08
8 -Yl- 31+00 to 43+00 24'RCP 0
9 -Yl- 25+50 to 28+03 18', 24-RC? 0
10 -Y1- i0+00 to 22+50 0
11 -Y- 17+30 to 30+00 Lt. 0
12 -Y- 21+25 Rt. 18'RC? 0
13 RP'B'(254) 33+25 Lt. 181CONC 0
14 -L- 911+60 to 912+70 18'RCP 0.08
15 -L- 916+70 0
16 -L- 922+00 ' 42'RCP 0
17 -L- 925+50 0.18
18 -L- 928+90 18'RCP 0
19 -L- 938+50 36', 36-CS 0
20 ` -L- 954+50 to 962+75 24'R CP, 1x5 RC8C 1.34
21 -L- 967+00 241CONC 0
' DENOTES THAT A PEMIT DRAPING HAS BEEN CREATED
ELIllIIIATIOI FILL RLIMATIG.7 FILL
OF Ili - OF BELOY TOIAL
WETLANDS SURFACE WATERS SURFACE WATERS O.B.Y. FILL
(ac.) (ac.) (ac.) (c.Y.) (c.y.)
0 0.06 0 0 603
0.31 0 0 0 902
@ 0.20 0 0 2260
0 0.22 0 0 2780
0 0.04 0 0 2153
0.02 0 0 0 0
0 0 0 0 90
0 0.06 0.03 0 270
0 0.02 0 0 170
@ 0.09 0.01 0 920
0 0.09 0 0 1390
0 0 0.002 0 0
0 0.01 0 0 75
0 0.07 0.03 0 670
0 0.01 0.01 0 60
0 0.01 0 0 370
@ 0 0 0 4000
0 0.02 0 0 450
0 0.12 0 0 180@
0.03 0 0 63 41000
0 0.08 0 0 550
N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
WILSON COUNTY
SATs PROJECT O.T340302 (R-1023AA)
PROPOSED US 254 OVA= FROM Exism4C
US 254 mm or mLSON TO DST OF SR 11:6
SHEET ^^, (0 OF 3 q MAY -It. 1004
FILL uLIHIMI01 FILL ELIH lAlIL10 FILL
II OF IH OF BELOY TOTAL
SITE STATIOI STRUCTURE YETLAN S YETLAYDS SURFACE WATERS SURFACE HATERS O.H.Y. FILL
(ac.) (ac.) (ac.) (ac.) (c.Y.) (c.y.)
22 ' -L- 913+00 to 975+40 Rt. THIS SITE HAS BEEN DELETED AS OF 4-26-95
23 ' -L- 983+50 to 10+80 18', 18'RCP 2.45 0 0 0 0 18020
24 ' RP'B'(I-95) 15+40 to 16+80 a 0.36 0 0 0 0
25 ' RP'8'(I-95) 17+00 to 26+25 30', 30'RCP 2.57 0 0 0 0 13703
26 ` COLL'BC' 10+00 to 21+50 2e66'CONC 0.62 0.04 3 0 17 5200
27 COLL'AD' 11+50 to 21+50 Lt. 0 0 0.07 0 0 440
28 ` COLL'AD' 21+15 to 30+60 2@66'CONC 1.47 0.07 0 0 75 12100
29 ' RP'A'(I-95) 30+10 to 34+00 301RCP 0 0 0.65 4.6 0 5900
30 ' RP'A'(I-95) 21+60 to 30+00 ?HIS SITE HAS BEEN DELETED AS OF 4 26-45
31 ' -L- 33+80 to 36+15 0.96 0 0 0 0 37500
32 COLL'AD' 30+50 to 6a+00 0 0 0.20 0 0 2900
33 COLL'8C' 20+50 to 61+50 0 0 0.20 0 0 2303
34 ' RP'C' 18+50 to 35+70 24'RCP 3,18 . 0.34 0.03 0 0 10000
35 COLL'AO' S0+00 to 51+55 Lt. 33'RCP 0.04 0.01 0 0 0 133
36 COLL'AD' 55+00 Lt. 301CONC 0 0 0.01 0 0 100

37 r
COLL'AO' 62+50 to -Y6- 15+00
Lt.
0.07
0
0.04
0.02
0
360
38 COLL'BC' 64+SO to -Y6- 25+00 0.08 0 0.0E 0 0 263
39 RP'D'(I-95) 20+35 24'RCP 0 0 0.03 0 0 170
40 -L- 40+40 to 42+35 Rt. 0.29 0 0 0 0 9303
41 RP'A' 22+20 0 0 0.01 0 0 150
' DENOTES THAT A PE!{iT DRIVING HAS BEEN CREATED
FILL ELIMATH01 FILL 11ININATH01 FILL
II OF II OF BELOW TOTAL
SITE STAT101 STRUCTURE XETLAIDS XETLUDS SURFACE RATERS SURFACE WATERS O.H.X. FILL
(ac.) (ac.) (ac.) (ac.) (c.y.) (c.y.)
42 -Y7- 9+00 to 15+50 Lt. 0.03 0 0.01 0.01 0 130
43 -Y7- 12+00 to 21+S0 0 0 0.04 0 0 140
44 -Y7- 21+30 24'COHC 0 0 0.01 0 0 170
45 -Y7- 21+50 to 29+75 Lt. 0 0 0.04 0 0 610
46 -L- 57+70 to 60+50 181CHYC 0 0.02 0 0.01 0 0
47 -L- 60+50 Lt. 0 0.01 0 0 0 0
48 -L- 62+75 to 64+25 54'RCP 0 0 0.03 0 0 660
49 -Y7- 30+20 301COHC 0 0 0.01 0 0 450
50 -Y1- 30+00 to 45+50 0 0 0.07 0 0 1150
51 47- 28+50 to 40+50 Lt. 0 0 0.06 0 0 180
52 -Y7- 36+80 18'RCP 0 0 0.022 0 0 10
53 -Y7- 39+50 24'CONC 0 0
. 0.003 0 0 20
54 -Y7- 61+00 to 68+50 0 0 0.03 0 0 110
55 -Y7- 62+00 to 6N O Lt. 0 0 0.03 0 0 130
56 -Y1- 64+00 3@48'C09C 0 0 0.01 0 0 120

57 -Y1B REV- 16+80 to 18+50 30'RCP 0.18 0 0.004 0 0 870
TOTALS 3.3 6 0 .31 2.11 4.72 155 18 9 7 6 5
N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
WILSON COUNTY
STATE PROJECT 3.T34-0302 (R-1023AA)
PROPOSED US 204 IIMPA= FROM EY'.1SnNC
US ZG4 vaST OF 111LSOK TO FAST OF SR 11,16
SHELT 36 OF 3 j itky 31, ,004
V . --
ADDR_SScS
1. North Caroliaa OepaItmeat or tIaSSDOltctlvi
P.O. 3 o x 25201
Raleigh, NC 21611-5:01
2. Williaa XcKialey Finch
Route 1 Boy 13
Sias, 4C 27880
3. David William Compe
THIS SITE HAS BEEN DELETED"AS OF 4-26-95
Faiis C*urch, GA 22'041
4. J. Hoover Laam, Jr.
Route 2 Box 325
61a City, NC 27822
5. Stella Flowers Wiggs Walker
Rouse 2 Box 698
Wilson, NC 27622
6. Janes Jae Flowers
Route 2 Box 834
Wilson, NC 27393
7. Ruby D. Langston
1832 Deforest Drive
Chesapeake Beach, F.0 20732
8. Williaa ',. Daniel
Route 2 Box 63:
Wilson, HC 2789.3
9. Wilson County Properties
?.0. Box 3115
Wilson, NC 27891,
10. Joyce S. iilliasson
Route 2 Box 537A
Wilson, NC 27893
11. Oise Coleaan
Route 1
Lucaaa, NC 21651
12. Urab T. Williaason, Jr.
Route 2 Box 537A
Wilson, NC 27893
13. Stephen Coieaan, Heirs
Route 1 Box 235
Lucaaa, NC 27651
N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGhVAYS ' .
WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023AA)
PROPOSED US 264 BYPASS FROM EXISTING
US 264 WEST OF Y LSON TO EAST OF SR 1136
'Ha 7 ?? OF 3q jY':5 I, 1 94
N. C. I)EPARTIIENT OF TRANSPORTATION

TRANSMITTAL SLIP DATE
--? / C L.
TO:
1 It L???r.Qd?n1
?- RLF. NJ. OR ROOM, BLDG.
a-1(r In .
FROM: I RLF. NO. OR ROOM, DLDG.

ACTION
? NOTE AND FILE ? PER OUR CONVERSATION
? NOTE AND RETURN TO ME ? PER YOUR REQUEST
? RETURN WITH MORE DETAILS ? FOR YOUR APPROVAL
? NOTE AND SEE ME ABOUT THIS ? FOR YOUR INFORMATION
? PLEASE ANSWER ? FOR YOUR COMMENTS
? PREPARE REPLY FOR MY SIGNATURE ? SIGNATURE
? TAKE APPROPRIATE ACTION ? INVESTIGATE AND REPORT
COMMENTS:
I ?? I .
I
? ?1J-.li C
STATE OF NORTH CAROLINA
DEPARTMENT OF TPANSPORTATION
JAMES B. HUNT. )R. DIVISION OF HIGHWAYS SAM HUNT
GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 SECRETARY
July 11, 1994
U.S. Army Corps of Engineers
Regulatory Field office
6512 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina 27615
Attention: Jean Manuele
Subject: Wilson County, US 264 Bypass, State Project No.
3.1340301, TIP No. R-1023AA.
Dear Ms. Manuele:
During the June 16, 1994, Permit Review meeting, the
North Carolina Department of Transportation requested
concurrence from your office for the proposed "useable
segments" as shown in the preliminary plans. We understand
that your definition of "useable segment" includes a
functional segment from intersection to intersection, with
some leeway for any safety concerns.
Our present preliminary plans show R-1023AA extending
beyond the intersection with Interstate 95 to approximately
700 feet (213 m.) beyond the centerline of the proposed SR
1136 overpass (near Station 60 on Sheet 13 of the preliminary
plans, see also Project Breakdown Map). NCDOT Design
Services staff designed the road to be brought down to grade
at the terminus and also were able to complete drainage
control at that point. This prevents erosion, and also
allows for convenient and thus less costly start-up for the
contractor on the following section. The proposed work on the
overpasses for SR 1136 over I-95 and over the proposed bypass
will be completed more efficiently and quickly by including
both in the AA section, resulting in less traffic disruption
and less compromise of public safety.
Due to the intensive wetland review by NCDOT and
scrutiny by the review agencies during the alternatve
selection process, NCDOT proposes that although the end of
project as shown beyond I-95 may not meet the functional
utility definition, the preliminary plans be approved as
shown for the above reasons.
On July 5, 1994, preliminary plans were submitted to you
for the subject project. The plans included shaded areas of

impacted wetlands to aid in the discussion of minimization
and avoidance. We had discussed the median width issue at the
June 16, 1994 Permit Review Meeting, and also need
concurrence from you on the median widths and avoidance
within the selected altenative corridor as shown in the
preliminary plans. We discussed the minor differences in
acreages of wetland impacts between the 0, 46 and 60 foot
median widths and agreed that the 60 foot median would be
acceptable as long as it did not preclude decreasing the
width in future sections (AB, BA and BB). We also agreed that
shifting the centerline within the corridor did not change
the impact acreages signicantly, due to the configuration of
the wetland areas, as shown in the preliminary plans.
On June 15, 1994, we visited several proposed mitigation
sites, which we agreed had good potential for mitigating the
impacts of R-1023AA. At this time, NCDOT is proceeding with
investigations of these sites by surveying relative
elevations and delineating hydric soil and wetland
boundaries.
We have also requested that a joint site visit be made
to review the staked alignment and the proposed mitigation
sites, which has tentatvely been scheduled with you on August
24, 1994. We hope to have more information on the mitigation `y
sites before the August Permit Review meeting.
We appreciate the level of effort from your office in
resolving these issues and await concurrence from you on the
proposed preliminary plans as submitted. Please contact Robin
Little at 733-3141 if you have any questions.
Sincerely,
.D?
B. 'Q u' n, P.E.
Assistan Branch Manager
Planning and Environmental Branch
rml/bjo
enc
cc: Dennis Pipkin, P.E., Permits and Mitigation
Charles Bruton, Ph.D., Environmental Unit
Charles Cox, P.E., Project Engineer
Wilson Stroud, P.E., Project Planning
Lubin Prevatt, P.E., Asst. Branch Manager
Davidian Byrd, P.E., Design Services
Eric Galamb, DEM-DEHNR
David Cox, NCWRC
David Dell, USFWS
Ron Sechler, NMFS

R-1023AA US 264-WILSON BYPASS 5/94
WETLAND IMPACT COMPARISON
AREA NUMBER 60-FOOT MEDIAN 46-FOOT MEDIAN 0-FOOT MEDIAN
(RECOMMENDED)
1 0.07 AC 0.03 AC 0.01 AC
2 0.19 AC 0.17 AC 0.15 AC
3 1.44 AC 1.15 AC 0.95 AC
4 0.37 AC 0.32 AC 0.26 AC
5 2.46 AC 2.12 AC 1.70 AC
6 0.36 AC 0.36 AC 0.36 AC
7 1.01 AC 1.01 AC 1.01 AC
8 0.33 AC 0.33 AC 0.33 AC
9 0.01 AC 0.01 AC 0.01 AC
TOTAL: 6.24 AC 5.50 AC 4.78 AC
Note: 1. Refer to design plans for locations of wetlands.
2. These impacts refer to mainline only; no y-line
impacts were included.
,'? R a.: 1 c 'J f
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT. JR. DIVISION OF HIGHWAYS
GOVERNOR P.O. BOX 25201, RALEIGH. N.C. 27611-5201
July 11, 1994
U.S. Army Corps of Engineers
Regulatory Field Office
6512 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina 27615
Attention: Jean Manuele
Subject: Nilson County, US 264 Bypass, State Project No.
3.1340301, TIP No. R-1023AA.
Dear Nts. 114anue 1 e :
SAM HUNT
SECRETARY
During the June 16, 1994, Permit Review meeting, the
North Carolina Department of Transportation requested
concurrence from your office for the proposed "useable
segments" as shown in the preliminary plans. We understand
that your definition of "useable segment" includes a
functional segment from intersection to intersection, Nvith
some leeway for any safety concerns.
Our present preliminary plans show R-1023AA extending
beyond the intersection with Interstate 95 to approximately
700 feet (213 m.) beyond the centerline of the proposed SR
1136 overpass (near Station 60 on Sheet 13 of the preliminary
plans, see also Project Breakdown Map). NCDOT Design
Services staff designed the road to be brought down to grade
at the terminus and also were able to complete drainage
control at that point. This prevents erosion, and also
allows for convenient and thus less costly start-up for the
contractor on the following section. The proposed work on the
overpasses for SR 1136 over I-95 and over the proposed bypass
will be completed more efficiently and quickly by including
both in the AA section, resulting in less traffic disruption
and less compromise of public?safety.
Due to the intensive wetland review by NCDOT and
scrutiny by the review agencies during the alternatve
selection process, NCDOT proposes that although the end of
project as shown beyond I-95 may not meet the functional
utility definition, the preliminary plans be approved as
shown for the above reasons.
On July 5, 1994, preliminary plans Nvere submitted to you
for the subject project. The plans included shaded areas of
CDx
??I?b

r
impacted wetlands to aid in the discussion of minimization
and avoidance. We had discussed the median width issue at the
June 16, 1994 Permit Review Meeting, and also need
concurrence from you on the median widths and avoidance
within the selected altenative corridor as shown in the
preliminary plans. We discussed the minor differences in
acreages of wetland impacts between the 0, 46 and 60 foot
median widths and agreed that the 60 foot median would be
acceptable as long as it did not preclude decreasing the
width in future sections (AB, BA and BB). We also agreed that
shifting the centerline within the corridor did not change
the impact acreages signicantly, due to the configuration of
the wetland areas, as shown in the preliminary plans.
On June 15, 1994, we visited several proposed mitigation
sites, which we agreed had good potential for mitigating the
impacts of R-1023AA. At this time,.NCDOT is proceeding with
investigations of these sites by surveying relative
elevations and delineating hydric soil and wetland
boundaries.
We have also requested that a joint site visit be made
to rev'ew the staked alignment and the proposed 11 iga i
-ffe`s, w i has tentatvely been scheduled with u on August
24, 1994. e hope to have more information on the mitigation
e ore the August Permit Review meeting.
We appreciate the level of effort from your office in
resolving these issues and await concurrence from you on the
proposed preliminary plans as submitted. Please contact Robin
Little at 733-3141 if you have any questions.
Sincerely,
-D?
B. 'Qu' n, P.E.
Assistant Branch Manager
Planning and Environmental Branch
rml/bjo
enc
cc: Dennis Pipkin, P.E., Ptrmits and Mitigation
Charles Bruton, Ph.D., Environmental Unit
Charles Cox, P.E., Project Engineer
Wilson Stroud, P.E., Project Planning
Lubin Prevatt, P.E., Asst. Branch Manager
Davidian Byrd, P.E., Design Services
Eric Galamb, DEM-DEHNR
David Cox, NCWRC
David Dell, USFWS
Ron Sechler, NNIFS

R-1023AA. US 264-WILSON BYPASS 5/94
WETLAND IMPACT COMPARISON
AREA NUMBER 60-FOOT MEDIAN 46-FOOT MEDIAN 0-FOOT MEDIAN
(RECOMMENDED)
1 0.07 AC 0.03 AC 0.01 AC
2 0.19 AC 0.17 AC 0.15 AC
3 1.44 AC 1.15 AC 0.95 AC
4 0.37 AC 0.32 AC 0.26 AC
5 2.46 AC 2.12 AC 1.70 AC
6 0.36 AC 0.36 AC 0.36 AC
7 1.01 AC 1.01 AC 1.01 AC
8 0.33 AC 0.33 AC 0.33 AC
9 0.01 AC 0.01 AC 0.01 AC
TOTAL: 6.24 AC 5.50 AC 4.78 AC
Note: 1. Refer to design plans for locations of wetlands.
2. These impacts refer to mainline only; no y-line
impacts were included.
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IIAQ
s t~t s
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT, JR.
GOVERNOR
DIVISION OF HIGHWAYS
P.O. BOX 25201, RALEIGH, N.C. 27611-5201
February 23, 1995
Ms. Jean Manuele
Regulatory Field Office
U.S. Army Corps of Engineers
6512 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina 27615
Dear Ms. Manuele,

R. SAMUEL HUNT III
S EC RETARY
RECEIVED
FEB 2 719951
ENVIRONb1ENTAL SCIENCES
RRd w'w
SUBJECT: Wilson County, First segment of the Wilson Bypass Project,
TIP No. R-1023AA, Federal Aid Project No. F-38-1(54),
State Project No. S. 1340301, USACOE Action ID No. 199201219
Pursuant to our recent telephone conversation, this correspondence is to confirm the
joint site visit concerning the above referenced project on Thursday March 23 at 8:30 A.M.
As discussed, we will meet at the BP gas station on US 264 east of the Interstate 95
interchange. The purpose of the meeting will be to review wetland impact sites and discuss
permitting issues associated with this segment and future phases of the project. Please find
enclosed a draft copy of the permit application and drawings for your review.
If you have any questions concerning this information, please do not hesitate to call
Scott P. Gottfried at 919-733-3141.
Sincerely,
Stephanie Briggs, Supervisor
Permits Unit
Enclosures
cc: Mr. Eric Galamb, DEHNR-DEM
Mr. Ron Sechler, NNIFS, Beaufort
Mr. David Dell, USFWS
Mr. David Cox, NCWRC
Mr. Charles Cox, PE, Project Engineer
Mr. Randy Turner, NCDOT P&E
V-W
.y ,
:widc Pzaznit Requested (Provide Nationwide Pcrmit n):
JOINT FO FOR . _ _....:: :..., .....; . ___.::. • _. ...... :
Nationwide permits that require notification to the Corps of Engineers .`-
Nationwide `
Nationwide permits that require application. for Section.401 cerLiEcation
71L.MINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
:ORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
)EPAR'I KENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH.,
'.0. Box 1890 AND NATURAL RESOURCES
3 J'ili ington, NC-2.8402-1890 P.O. Box 29535
CESAW-CO-E Raleigh, NC 27626-0535
'clcphouc [phone]• ATTN. MR. JOHN D0RNEY . .
Telephone [phone]
1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO -THE CORPS OF ENGINEERS.
4 (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF Eli V1 ONMENiAL MANAGaVEE1IT.
3E PRINT.
hers Name: i
iers Address:
lers Phone Number (Home): (Work):
pplicablc: Agcnt's name or responsi'blc corporate official, ad.dress,.phone number.. ; ,;..•
Trion of work (MUST ATTACH MAP). County: 111iL4a,y e. )UAJ7-/ (,?? 'V/C/nJ/-r/ Town or City: _ W/ LSoAl
c Location (Include road numbers, landmarks, etc.): 9
/Tc /?IAP
vi D r i ?'l?V??P T ©F l !(L /J. P ' F/zfN-
?r?ri?v?'l1?
Purpose of proposed work: ?641A ?A?
State reasons why the applicant believes that this activity must be carried out in e ands. Ali? tc measures:
., .-en to minimize wetland impacts.. 'Z415 /s
. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National- Marinc'Fishcri es'Service'-
MFS) regarding the presence or any Fed crally-listcd orproposcd for listing endangered or threatened sveci s or critical
Jitat.in the permit area that may be affected by the proposed project.. Have you done so? YES [ N0 [ ]
?SPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
You are required to contact the State Historic. Preservation Officer (SHPO) regarding the presence of historic'--
Dpertics in the pcimit area which may be affected by the proposcd project? Have you done so? YES [ NO [ J
7SPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
Additional information required by DEM:
A. Wetland delineation map showing ail wetlands, streams, and lakes on flit property. '
B. If available, represcntative.photograph of wetlands to be impacted by'project.'
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required for this project, attach copy. _.. ...:? ::-
E. -What is land use of surrounding property?62"'f etJiZ L, L?"YELUPrx1?N?• 't: f,?1F?TF-l?y Ary`/ iVl7'
F.• If applicable, what is proposcd method of sewage disposal?
Owner's Signature
' .. _ .._ - ... - _ ........., - - • -- - _. .. Date
1 ublic roponing twrdon for this coWc1ion of information is oatimalod to avoraou S hours por rosponro for the majority of ci.oa, including itw limo lor;roviowing.ins nxtens,. 7
soarching oxisting data sourcos, gathoring and maintaining the data noodod, and comploting and roviowino tho colloction of in(orma ien. App iwdons loc target or Moro wmplox f
projoctr, or thoso In ocologicafly sonsitivo aroas, could tako up to 500 hours: Sond commons rogarding this burdon osdmato or any othor =poct of this cofloction of inlorniation,:;' .;
j aw4uding suggostiona for ruducinp this burdon, to Dopanimni of Doloruo, Washington Hoadquartors Sosvico, Diroctorato for Inlorma?on Oporat;ons and Projocts, 1215',Wforson
Davis Hiotmay, Suilo 1204, Arlinoton, VA 22." 02-4002; and to Ow 01,1co of Mariagomont and Budgot, Paporwork Roductlon Projoa (0710-000.1), Washington, DC 20500. Pleaai.;:
DO NOT RETURN your complotod form to either of these addresses. Completed appllcallon must be submitted to the District Englnw having judadkllon over the">:
CAlion of the proposed activity.
i the Depa=ont of 1114 Army pormil program is authorizod by Socdon 10 of tho Rivers and Harbors Act of 1400. Soction 404 of Uw Cloan Walar Act and Soction 10.1 of 11-4 Marino,
I'roioction, Rosoarch and Sanctuaries AcL Thoso laws roquiro pormits authorizing araviiios in or affocting nw it;Wo wators of Lho Unitod Stator, tw discharbo of drodood or G(1 r
matorial Into Waters of 1114 Unitod Stator, and tho transportation of drodood maiorial for tho purpose of dumping it into ocoan wators:• Information providod on this form wiU be usod,
+ in avaluatino tfw application for a pormit Wormadon in this application is mado a mattor of public record through issuance of a public notica. Disdosurn'of Cw infamation i•,
roquostod is voluntary; however, tho data roquastod arc nocossary In ordor to communicato with tho applicant and to ovaluate tho porrnit application. If necossary intormation Is
not providod, thwpormil application cannot bo procossod nor can a pormil bo issuod.
One sot or original drawkV3 or good reproduciblo copies which show f5o location and chwactor of itw. proposed activity musl•bo attachod to this application (soo samplo drawingi*.'
and instructions) and bo su"ltod to the District Enginoor having jurisdiction ovor tho lxation of t:to proposod ac iviry.• An application that is not completod,In full will bo.roturnod
1, APPLICATION NUMBER ((o bo a:signod by Corps)
:. NAME AND ADDRESS OF APPLICANT'
?lo,?'t? C?.euziN? f??`r?Nr vF T,e?NS??rAT?oN
`. E S ET. • off . of t aGt? ApP y ;M.j
ATERDOOY AND LOCATION ON WAM--RI3O0Y WHERE ACTIVITY EXISTS OR IS PROPOSED
Tiu8u7,X7-,pa?5s . 7'?J &W7116W7 ? Ct° K /N tiJ•%sa? COVN7y
-CATION ON LAND WHERE ACTIVITY EXISTS OR IS PROPOSED
,=RESS:
STREET, ROAD, ROUTE OR OTHER DESCRIPTIVE LOCATION
L?/G s o? . L'ctun/ n/ /?C?iLTN . ?P. -TZU/ /Nfi
:OUNTY STATE ZIP CODE
C/ry X7-7 Ofheri?iSe !J,Ijo,•> ea,
_OCAL GOVERNING BODY WITH JURISDICTION VERSrrE
my portion of tho activity for which authorization is sought now complolo7 ? YES ? NO
,nswor is 'yas', give roasons, month and yoar lho activity was complotod. Indicato tho ox1zling work on the drawings.
I all approvals or eortificalions and donials rocoivod from other federal, inlorstato, state or local agencies for any structures, contrur;lion, discharges or other'
:ivities described in this application
SSUING AGENCY TYPE APPROVAL IDENTIFICATION NO. DATE OF APPLICATION DATE OF APPROVAL PATE OF DENIAL
plication is horoby mado for a pormil or pormils to authorize the octivilios doscribd heroin. I cattily that I am familiar with the information contained In tha
plication, and that to tho best of my knowledge and boliot such information is true., eomploto, and accurala. I further ccrlity that I possoss, iho authority to
dortako tho proposed activilios or.I am acting as the duly authorized agent of Iho applicant.
'GNATURE OF APPLICANT: -..:, . , DATE SIGNATURE OF AGENT DATE _
o application must be signed by the person who desires to underfake the proposed activity (applicant) or it may be signed by a,duly
'thorizod agent it tho statement in block 3 has boon fillod out and signod.
U.S.C. Soction 1001 provides that Whoever, in any manor within tho jurisdiction of any departmont or z0oncy of Tho Unitod States
owingy, and willfully falsif•,os, eo?s,-or covers" up by any trick; scheme, or dovico a matoriai fact or makes any Use, fictitious or fraudulent
ttomonts or reprozontations or makes or uses any [also writirg or document knowiN same to contain any lalso fictitious or
udulont staton=1 cr entry, shall bo f'tnod not mo(o•than 510,000 or impdronod not mono than five years, or both.
0 or C."U r'un'w 4715) •lI nni Prk ^+•1t . cx.??u?n•+r.
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0 S 10 20 70 SCALE OF MRCS ONE It" EQUALS APPROX. 13 MILES -
10--F"1•-f"'? 0 ?0 30 1 ' 0 ?S SCALE OF AILOMCTERS ONE INCA EQUALS APPROX..1 MOWERS
.
1 MILE IS EQUAL. TO I.W3 AILOMETEFS
VICINITY ?1 N.C.. DEPARMENf OF -IRANSPORTATIO 1
DMSION OF HIGhWAYS
WISION COUNTY
STATE PROJECT 0.7340302 (R71023M)
PROPOzm u5 204 DV= FROM EXISTING
us 26/, YIMT OF VZON TO EAST OF SR 1130
SHEEP I OF :'T 'my 311 1004

70
-2---
RALEIGH
SOAIZOA7AL SCALE
S00 0 ;0n 1000
N.C. • DEPARTMENT OF TRANSPORTATION
DMSION OF HIGMYAYS
VILSON COUNTY
STATE PROJECT V Z40302 (R-1023AA)
PROPOSCO US 2C4 MASS FROM CCSlNG
US ZC4 1%-ST OF ZiLSON TO EAST OF SR 11.',O
SOLE: 1' - 1000,
SHEET 2 OF ?11 mxy 31, lov4
sillE1-1PI
51T E 1,-IAP
HRIZOBZAL SCALE
5000 Soo 1000
N.C.. DEPART.(ENT OF TRANSPORTATION
DMS10N OF HIGMMYS
WILSON COUNT ,
STATE PROJCCT 3.T340302 (R-1023AA)
PROPQSLD US 2e4 M?= FROM D=NG
US 261• YtZ5T OF WILSON TO 5Wr OF SR 11ZG
SC?IIp: 1• .. 1000
5HME 3 OF 2-7 1L-ky 31, 1004

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500 0 500 1000 °
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N.C.. DEPNM(ENT OF TRANSPORTATION
OMSiON OF HICMYAYS
• WILSON COUNTY
STATE Pr4ECT 3.1340302 (R-1023AA)
0 PROPOSED US 204 QYP= FROM ExST1NG
US ZVr Vi=T of MLSOX TO EAST of SR 1130
SCNS: t' - 1000
SHEET - GF 33 mAy 31, lovi
.SECTION, SEE SHEET 4 STD. PIPE OUTLET
SPECIAL 2' BASE DITCH
LAT. 2' BASE DITCH W/ CLASS
'B" STONE tt FILTER FABRIC
EST. AB TONS Lc EST. 103 S.Y. p
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119 d b
N.C. - DEPARTMENT OF TR ANSPORTATION
DMSION OF HICHWAYS
ALSON COUNTY
® DEMO= FILL IN YfEMNDS STATE PROJECT 3.T34W02 (R-1023AA) .
DEHOiuS F,I.ILT?1iI03 0: j??E7L:DDS . PROPOSED US 204 MP= FROM EX15l1NG
aflizQA4AL SCALE Us 204 WEST of M LON TO LIk? Of. 2 IlZ0
0' 25' • of so' 100,
sc ?' m 1CO.
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aa
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PROPOSED RRMP`;f3" ?Ri1DE
I
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HOHIZOITAL SCALE- YEITICAL SCHU
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® DENOTES FILL W WETLANDS
mom umns
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N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGMAYS
.WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023M)
PROPOSED US 264 "ASS FROM DOSTM
US 264 wM OF mLSON TO Dsr OF SR 1136
0
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SHEET 6 OF 3q WAY -3 1 1994
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OMSION OF HIGHWAYS.,
so rZ WILSON COUNTY •
STATE PROJECT 8.1`340302 ; (R-1023AA)
PROPOSM.US 204 DYPASi FROM EXnNG
r+ k US 204 'WEST OF WILSON TO. EAST OF SR 11:.0
u
SCALE 1' a 100'
SHEET 7 OF '? G IIAY 31. 1004 '
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N.C.. DIDDART?.(Ca of TRANSPORTAMON
DMSION OF HIGHWAYS
• .WILSON COUNTY
STATE PROJ'LCT 8.T3?f0302 (R7102'.AA)
PROPGSm US 2C4 E VY mom M's-nuG
US 264 Y=r OF WILSON TO E%ST OF SR 11:x6
SHM t3 OF :g ASHY 31, 1404

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DMSION OF HIGHtYAYS
WILSON COUNTY
STATE PROJECT ILT340302 (R-1023AA)
PROPOSED US 2G4 DYPA.,a FROM DUSTING
US 204 rMT OF YALSON TO EA5T OF SR 1130
JEET 9 OF J q mm 31, 1094
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N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
WILSON COUNTY
• 1
STATE PROJECT 3.T340302 (R-1023M)
PROPOSED US 264 DYPAS; FROM EDC 4-nNG
US 204 WEST OF W1L50H TO FAST OF SR 1130
SHEET I OF : iVY 311 1924
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WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023AA)
PROPOSED US Z04 MASS FROM EX35i1NC
.US Z04 tSc F OF 151LON TO FAST OF SR 1134
SGLE: 1• - 100,
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DMSION OF HIGHWAYS
WILSON COUNTY
STATE PROJECT 3.T340302 (R-102W)
PROPOSm US 204 MASS FROM' DQSTINO
US 204 11>~iT OF WILSON TO EA5T OF SR 11ZrG
r
SHEET 13 OF ?? MAY 31? 1994
PROPOSED RIGHT OF WAY
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N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023AA)
PROPOSED US 234 DYPA= FROM EX=NG
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HOLIZOITAL SCALE
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N.C. DEPARTIAENT OF TRANSPORTATION
DMSION OF HIGHWAYS
WILSON COUNTY
STATE PRdJECT 8.T340302 (R-1023AA)
PROPOSED US 204 M?AS3 FROM D=NG
US 204 WEST OF MESON TO EAST OF SR 1136
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` WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023M)
PROPO;ID US 204 MASS FROM EXISi1NG
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N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
• MLSON COUNTY
STATE PROJECT B.T340302 (R-1023M)
PROPO= Us 204 M?A= Pi VA ex1.i11NG
US ZG4 n'M7. OF WILSON TO FAST OF SR 1130
SHEET 17 OF 34 mAY 31, 1994
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N.C. DEPARTMENT OF TRANSPOITTATiON
DIVISION OF HKMAYS
• . WILSON COUNTY
STATE PROJECT 8.7340302 (R-1023AA)
PROPOSED US 264 BYPASS FROM DOSTING
US 254 WEST OF WILSON TO EAST OF SR 1136
SCALF: 1' - 100'
SHEET 8 OF ?9 IAAY 311 1294
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1 sue. I r+ 4-91 c?c c,. "rte
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pcOPOS.?.D CXT?NSION ••
L? y ?X hDTltt Gr
.Z-?J5 ?; L• V r7 U-, o?D s"v
C AxoposGo 9D1?L
?. Ta
SEC,'T I oN N" N ?,cv o?Cv ?Jr;2 L.?E? •
<U
3 U HOLIZO17AL SCALE VERTICAL SCALE 3D
Soy z5,
26 226 I/0 /V
,1
. ? I
? /'?o?ooED FILC..
EDGE' `// ?//
:?C?.CJJf1L 1?IGDIf1N \? _ L/?/ /,l f?
HORIZOI<TAL SCALE
is ,
VERTICAL SCALE
DUMS HILUDS
DE NarES FILL IN WMANDS
DENOTES FILL M LW OROWRY KCH Y.ATER

H.C. DEPAMWENT OF TRANSPORTATION
DMSION OF HIGMAYS
• X(1LSON COUNTY
STATE PROJECT O.T340302 (R-1023AA)
PROPO;ED US 204 MPASS FROM E=NC
US 204 WEST OF mLSON TO EAST OF S3 11M
SY,EST 20 OF '39 MY 31, 1094
hh'JSaM eQ0,V7-Y ?uperties
9J 1456 PG 366
48.96 AC PROP. RIGliT CF wAY
+90.39 -F
?7 O 1o0'
M 23' CLASS 1 gLlq?
EST. 90 TONS
m EST. 167 s y. +81.38 +71.49 e ASS 1 FCP RAP at LICR N
EST. 270tG,
EST 4"
1 100' IO0' s>t'i PT?p SY
f N N = ?,t.r p ?
C F OP. cu
4 Q FCJOVE
2 rK uw . d •.-,...,.....
- 2 Y.L71./JA$ +
?, _____ ___-------- -- -------- ------ ----
WEM-L ------------ii
1 1
lry
I ??Q p1 , r O? 0` all Qq Qq 0e0M0100*0110eQ
l_ .
$?
wrisoa C,ocu7+y Pro?erfics Rio Es?? X0,#0 0 ?c,os S?c.\
o
O?) \ Q f3 F'?
k , tt' EIP a ® .00
Chi, AN g0°Oa 4 ?, {??? EXIST CA 13r
e ?A _ .ate S?Z? F•D• NPIPE W? ELBOW sires 28

DCNOTFS FILL IN WETLANDS
DKIOTES FILL BEMY O.H.Y.
HOEIZOITAL SCALE
50' 25' 0' so' 100•
- - - - --? _ -f ------ __.
52'07"W SID o..
N.C. DEPART1dENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
• .IYILSON COUNTY
STATE PROJECT 8.T34=2 (R-1023AA)
PROPOSED US 264 ETYPASS FROM E]QSTINC
US 264 YtEST OF MLSON TO EAST OF SR 1136
SCALY 1' - 100'
SHEET 9-1 OF 39 LAAY 31, 1994
I
20 r-v11 2y Z'LC[?i ;U

ADC: ar
C?
• ? i axaP.?EV
vv
tsn?lG
?V 2LCrln"CDI1G.
1? 0
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• I
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(L? ° ?-
I ?/?rcRfla5
PIZOPOSE'D CoGL.`LID?C7R?pE
Id .
/Vol 213
N.C. DEPAMWCNT OF TRANSPORTATION
DMSION OF. HIGHWAYS
WILSON COUNTY '
® DOTES xETL15DS STATE PROJECT 8.7340302 (R-1023M)
V)SRZICilL SCALE HOBIZOR4AL SOLE PROPO.SM US 20+ QYPASS FIROU 'US 204 YfEST OF YALSON TO FAST OF SR 113(3
',0• 251 0- 50' 100'
SCALE: 1' 100
SHM 22 OF 3'T AMY 31; 1004
24i-v v ?? I
c-?'-?
I I i 50
, o s?
7 LYE L?: /So ? /cU ` I
I
. PFOFb ED ?T1=!`I?JD/J ? ? '?? .
7'
L?,, P I ???15rlNcx ZC (oloCONG• -
- ?? I J..F/LL G??LOIJ-D,Cp1NA:L.y.1flC7HI?F?1: ?;
HORIZOITAL SCALE VERTICAL SCALE v
SOS 0 2.r v• S? /o .Ir/1' I A,
' ZS*. ...y N .+ i_-ham„n ??/??`O1? •?r?
eo?l?: ?Q ? ? ` 20 ? D • Za ??t
S7F1. 2;?tvv CoGL.'RD? ??' of J?ErL??ns .
D
LSv /5
13,'Za4.j a2oI,1?117rcy M&Y P( 7-4E
/0_
HORIZOITAL SCALE VERTICAL SCALE ??Cr/UN K- K
S?7, Nv. 20
yr •V ?r DEVOTES iiETLAIN
N.C. DEPARTMEKP OF TRA iSPORTATION
DMSION OF. HIGMYAYS
DEfiOTES EI,ItitEATIOV Oi YETLAIIDS
MLSON COUNTY
DENS FILL IN WEWDS STATE PROJECT O.T340302 (R-1023M)
DENOTES FILL DAY OROINKrf HCH V.ATFR PROPOSED US 264 DYPASS MOM EX=NO
US 204 WwT OF V1501i TO EASE OF SR 11Z'G
SHEET Z 3 OF ?A. ALLY 31, 1024
J
St?M?s hoc FcpWeRS Tot ,? ? ? Q ? ' p. ? ? f
P ?y \
?o
q .? PC?N D DRAIN \ \\
\ \ \f ?FILSFP CAUK,C,
0./W 110
PROP. L?O?L
f ? N
•Q
V"TAIL O17GN
PROP. SLOPE STAKE UNE 7 W/ Gt A55't3' S7(?.E
43. / h FILTER FACivG
Ol7GN •
??? ? ? ?` ? / /• At
LUNNEt_ WI /G ?1 • / ` Rt?W tjl?j ll,? cp C?
1,10005
51 T? 29
DENOTES FILL 11 SUHACE EATERS
DENOTES EL IATION OF •SOP.FLCS NATEpS
HORIZONTAL SCALE
?O. n. 0• 50• 100•
?V .1-
SAM ES 'JoE F1oWE?5
co u,
+301
+ 120'
/ / k?QODS N -F
?98 ? . `• 100' ??'? ' «d
• J`?• O / /' 2 'BASE
I(I ?// SPED AL DITCR' -TDE
WETLANDS
I T\ a `?+O JOYCE S. WILLIAMSM
D3 (767 PC :83
a AC
HG PLZP, • Ql?
C0NT0UR -'0 `
woµ p ra ? o? o? •
S 1 T? 3v
® DENOTES FILL IN WETIMOS
DgIOiES gLIHIEbSIOI OF YST1dIDS••"-
HOBIZOIYbL SCALE
W. 25• 0' S0' too'
? -
; ? o v zq 00 ?.8-vv Z?t? Zo; 3 Z5,,- co
r ? ? r I 1
E'LYsE I ?pGE ?/?ItINLZS
A -rL Np5
I c-oGC dF I f?Z?=a'MP`A'?C? 4?? cry
i(00
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,yirE No. 30
Nay}?
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W y DE30TES YZIL.UDS v
DE%OTES YILL I3 SDAYACE RIM
M, 29, 0, SO, 100,
YERTICAL SCALE HOBIZOITAL SCALE
//_0 I
0
N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGMIAYS
• WILSON COUNTY
STATE PROJECT 8.7340:,02 (R-1023M)
PROPOSED US 204 MASS FMM DOSM4
US 204 WEST OF MLSON TO EAST OF SR 11M
S:uE t' - t 00'
SHEET 2 G OF 3q LM 31, 1994
FD6E v? o' boo. I
ytlHTGjCS
/6/9
?00 ,PpHP'F3''Lr 95)
yTA, 30
r?oPas?D FI L L
.Gil-(? nlo. 2? (U

Sao' ¢OD' $O '
0Kf;
?srsr?Nb LAM
)
'5Ec7-IoIV L-L /
j,

?oPo=g,D DcSi6N
11?L?5 RIN?N6r Pon 0..
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/
3c

11AIAr.',O of ?5u.Jfle&J?f77-9-
,'F1LL /N -uz c Qc5 P/f3rEr?S
HORIZOITAL SCALE VERTICAL SCALE
/00 So ' u Sa o S • /o

50 `-
1 ? I
v
L o "fJ „ L i - 9s) 28fdD ,CAMP `f9 "C£-?JS? 1?
I ??re NO..,d ?,ea,?v Fjt.r? EDIrE 1,IETLt??v05
Eobc
HORIZOITAL SCALE -
?•/'? 1 DEIOTES fl-MIATIOI OF MLHDS
® DENOTEs FILL IN WETLMDS
w •v MOTES YSTLAIDS
?UMi ?A7?/af
a
N/E'T1t?NGZS
5,5e-nom M-M
?P?Gr?t? Dr r?,N
VERTICAL SCALE
N.C. DEPARTMENT OF TRANSPORTAMON
DMSION OF HKMAYS
WILSON COUNTY
STATE PROJECT C.T340302 (R-102W)
PROPOSED US 204 MASS FROM DUSTING
US 204 'NEST OF WILSON TO EAST OF SR 1130
StiEET 27 OF 3q my 31, 1994
2j?6' C It G -
i 1 1
o?
?q \ ?i ice/
L00° A a'
\ 7? $ 8+90
PROP. GUAR R I
r op?r
JOYCE S. WiLLLIMS
4, DD f?W PC T8Y
AC
S014 PA1

n
O,
? G•Q? ? 1
? ??, Ong ??
6 rr 31
DENOTES FILL IN WEMANDS
QORIZOITAL SCALE
0• 50•. 100•
i
i I
. Q I
1 y, \ o
t A co > Tr'OODS/'
1100 x
:11PE /`O Io
O?\K\ ^a O c
N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF. HIGhVAYS
WILSON COUNTY
STATE PROJECT O.T340302 . (R-1023M) .
PROPO:;rD US 204 MPA55 •I ROM W N-v
US 204 YC=T OF 1YILSON TO EAST OF Sa 11N
scan 1' - 100'
SHEET 28 OF 3"! MAY. 31, 1024

33 i OD 344CO

? 37 Oo i

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/
0
PRISED -L- CyRf?DE

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/so SECnoti 1
N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF Hr"AYS
WILSON COUNTY
DENOTES FILL IN WEMNDS STATE PROJECT 8.7340302 (R-1023AA)
® DgI0t8S Y&IL3YDS _ PROPO;FD US 204 MASS FROM D=NC
VIRTICAL SCIL& HORIZOITAL SCILK US 204 WEST OF rnLSOM TO EST OF SR IIM
W' 25- 0- 50' t D0'
. - _ scup: t' - t oa
SHEET 2q OF 3 "/ W1Y 31, IN4
PROP
?, uNG
Q 4 FwMi:wi f?\? a Q ?0
OO /f! J t2" FuNI.1GL?
c
/' DRAIrI Pip -
? PRO f: GxuARf? mat:..
tQ Q I ;D
I
WOODS //. k PaoPeuTr?\\?, p
t3 LtNr; ? ?• I
C1 J 5PGGIAt. DITG1i
d ?? Cj f ? ``5 `. C L4
??PROPoSED
St-0P- 5TAt<G 1 , I
LINE. QJ
• I QJ LtMt'f5 I
GLA-f?"r; I,TC4J I C - r
W/FI1TEA FAe)RIr-
1
?t LOOP G s3q ..JOYCE S. II'ILLUVSON ' I
N q p 2-6"GrG• , i
4 ? J
WOODS
i I
• `??`: \ ? ?,.? ? ?,, ^-•. . ?\ / y 141,
y? - - PROPOSED
SYCGIt;L 2'LASC PIfG}t J+_ _ , SWPE5TA&C. `n
\\ -"c' 0 LINE
RAMP
crts????- IZtJ1 Gt+r oc _ - _ _ _ ?'
LrniG 37 ?
--. _, _? Q------- -_'_-' _1--PPOPOrGD ?t-OPC S;AKC: t?N?
? SrEua-?'v,?sepitrrt Pa?a?SCn R ?- G
L
x_
I PROPI.R-N
x k? LjN 1?- v J v
?` W E7LAN C7 t-IM ITS =1 1DI56 COLEMAN
N.C. DEPARTMENT OF TRANSPORTATION
.j. Dams 11Emus DIVISION OF NlGMNAYS
WILSON COUNTY
® DENOTES FILL IN 1YE L.N4DS STATE PROJECT 8.T340302 (R-1=AA)
HORIZOITAL SCALK PROPOSED US 264 MASS FROM DCISTING
US 2G4 VZE T OF 1ML ON TO EAST OF SR 11M
50, 25' o• 50• too'
SCALL. 1' - i o0'
SHEET. 30 OF 59 ANY 31) 1934
pPROPERN
Q LINE \? \` ?\ \ ` \ -qO x:
CJ: c?
\-C ?o? p` C3 p
m 3 Q `* p
fl K'zr fJ?``?
WETLAND LIMITS
\ 91) `\
a tJ` b` Q p QZ , \\ Q
SAQ?po^??? j_ p,/wy©
W ET LA 1\1 DS
1 .SIG -?- O /?f F?F I Q ? ? ? ??\\? \F^?JC? ` w`\
JOYCE S. Il'lLLl VfSON \ ?c p
PROP05L•D St-0PF-5TAKZ. LINZ
-f---
_A.
r-?
o PROPERTY L1NE.-?`? : p
- yc -
?c^ j
PROP05ED FVw
ZV JL
? D?.r-,@ Colem/??
ZF?FE DENOTES YETLuDS
F
PROPER-r- Ll
.lG ;:c f UM11 r. arctcu ox,• rtt 'vr
WET LAND ?Q
?/ F . i 0 LIM?iTS
SFEGa? t1tTGN -"'T
PROPOL.1 D LOPS STAKF-
C
PROPERTY LINE -Tapir x coir w rrrrz; v
as sr f-
O ca fit m sAa c{
I 'pall Pi ta".
O.OJ AC
617-15 ?? -
DENOTES FILL IN wEiUWDS
DENOTES FTINTIATIOY OE YETLUDS
HORIZOITAL SCILE
W. 25• 0• So' 100'
N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HICKWAYS
• . WILSON COUNTY
STATE PRWECT 8.T34O302 (R-1023AA)
PROPOSED US 204 M?AS5 FROM DC1S'11NG
US 264 WM OF MLSON TO EAST OF SR 1136
Sri 1' - 100•
SHEET 31 OF ?i?+ MAY 31, 1994 .
?wac?gQ ?droOw .
O O°Q?
G0 9
y
n?
U
w
0
0
Q
W
1

DENIES MUDS
® DMOTES FILL IN Y(ET MOS
DUOIES ELTMT AN01 01 YE LAFDS _
QORIZOH4flL SCALE
50' 25' 0' 50' 100•
4+

N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
• WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023AA)
PROPOSED US 2G4 MASS MOM D=nNG
US 264 WEST OF YALSON TO EAST OF SR 1136
SCJ1Llr i' - 100'
5tim 32. OF MAY 3I, 1924
?Q 10
?T v p?, ltd
0? 49,E 1 G
T o ??. 6B
C 040.
R o ?0?
a ?S? 6 o .
4 J),
I ?
L? PROAO-S D 99VIP `, "Cs °5) G
?? 2 7
??E?v7f?o5 I .
n
PRaPO?v
Z¢"RGP
I I I I I
? I I I I I
v I _
P.?UPO??D iPF;r ?P `C" CT 9>> C?'?D? I ?D64c
WG T?flNvs
5)r,5 No . 3¢
® DEFOTES kBfLAEDS
VERTICAL SCALE HORIZONTAL SCALE
50, 23' 0' w 100'
a 1

r \ ?
0 ?
? v
W° I d-
14
1
? v I a
Q ?
I
I

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J ?
D ?Q
h 4?
Z

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W h

° I N.C. DEPARTMENT OF -TRANSPORTATION
DMSION OF HIGhWAYS:
VIILSON COUNTY .
STATE PROJECT IT340302 (R-.1 023M)
PROPOSED US 264 UYFASS FROM EXJS11NG
US 264..1%= OF Y ISCH TO LtiS( OF SR 11ZO
SC&E. 1' - 100'
SHEET 3Q OF 39 )NY 31 1004
I I I ' 1, I, I, l
(001.7' 40 „o Lo ?j 0 6O A
I I c.l ? 1 I I
OPD-?D ?JLL•
. S?cT?vN D-D .
n
In 0 ?L?. 40 2,01 40
I 11 I t I I
I?aFO?D j'l
I` P r 10 Yp1, 7L
p,?DPG?
SLE??rle)"Nj top
???T,/?' . ' DZfiO2P,S' ELIxI?bTIOH OP YR'tL',IfiDS -
® DM= FILL IN WETLANDS
DSEOTES YSiLUDS
YKETICAL SCALE HORIZOITAL SCALE
N.C. DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023AA)
PROPOSED US 26+ ENPASS FROM EXISTING
US 264 W= OF YALSON TO EAST Of SR I IM
sm T 3?J OF :/ { ?MY 36 1094
YILL ELIt ATIOI YILL ELIliIIATIOI FILL
Il OP II OF BUOY T0 ;1L
SITE STAN01 STUCTORE YETLUDS YEMUDS EOPIRE MTK.S SQRYGCE PATERS O.H.W. ML
(ac.) (ac.) (ac.) (ac.) (c.Y.) (c.Y.)
1 -L- 811+50 to 881+50 Lt. 0 0 0.06 0 0 600
2 ` RF'B'(264) 12+75 to 16+60 - 36'RCP 0.37 0.11 0 0 0 13,00
3 -L- 895+00 to -Y- 32+50 0 0 0.20 0 0 2263
4 -L- 884+00 to RP'B'(264) 19+50 0 0 0.22 0 0 2183
5 -Y- 53+00 0.12 0 0.04 0 0 2150
6 -Y- 57+75 to S8+8S Rt. 0 0.02 0 0 0 0
7 -Y- 61+70 to 62+90 Rt. 0.08 0 0 0 0 90
8 -Yl- 31+00 to 43+00 24'RCP 0 0 0.06 0.03 0 270
9 -Yl- 25+50 to 28+00 18', 24'RCP 0 0 0.02 0 0 170
10 -Yl- 10+03 to 22+50 0 0 0.09 0.01 0 920
11 -Y- 17+30 to 30+00 Lt. 0 0 0.09 0 0 1390
12 -Y- 21+25 Rt. 19'RCP 0 0 0 0.002 3 0
13 RP'B'(264) 33+25 Lt. 19'CONC 0 0 0.01 0 0 75
14 -L- 911+60 to 912+70 18'RCP 0.09 0 0.07 0.03 0 673
15 -L- 916+70 0 0 0.01 0.01 0 60
16 -L- 922+00 •42'RCP 0 0 0.01 0 0 370
17 -L- 925+50 0.18 0 0 0 0 4000
19 -L- 928+90 18'RCP 0 0 0.02 0 0 450
19 -L- 938+50 36', 36-CS 0 0 0.12 0 0 1900
20 ` -L- 954+50 to 962+75 24'RCP, 7x5 RC8C 1.34 0.03 0 0 63 41000
21 -L- 967+00 24'CONC 0 0 0.08 0 0 550
` DENOTES THAT A PEMIIT HAVING HAS BEET CREATED
/
PILL r
?" 03 PILL ELI2iI3.1' 1I0 PILL
II OY 11 OY ELM TOTAL
SITE STATIOI STRDCTDRE YETLUDS Elms SMACK kATERS EMUS YAMS O.H.E. PILL
(ac.) (ac.) (ac.) (ac.) (C-Y-) (C.Y.)
22 ' -L- 973+00 to 975+40 Rt. 0.36 0.03 0 0 0 2000
23 ' -L- 983+50 to 10+80 18', 18-RC? 2.45 0 0 0 0 18003
24 ` RP'B'(I-95) 15+40 to 16+80 0 0.36 0 0 0 0
25
I ' R2'B'(1-95) 17+00 to 26+25 30', 30*RCP 2.57 0 0 0 6 1003
16 ` COLL'BC' 10+00 to 21+50 2866'C05C 0.62 0.04 0 0 17 5200
27 COLL'AD' 11+50 to 21+50 Lt. 0 0 0.07 0 0 440
28 ` COLL'P.D' 21+15 to 30+60 2E?66'CONC 1.47 0.07 0 0 75 12100
29 ' RP'A'(1-95) 30+10 to 34+00 30'RCP 0 0 0.65 4.6 0 590
33 27+60 to 30+03 0.48 0.12 0 0 0 2500
31 ' -L- 33+80 to 36+75 0.96 0 0 0 0 37500
32 COLL'N' 30+50 to 60+00 0 0 0.20 0 0 2930
33 COLL'EC' 20+50 to 61+50 0 0 0.20 0 .0 2303
31 ` RP'C' 18+50 to 35+70 24'RCP 3.18 0.34 0.03 0 0 10000
35 CUM' 50+00 to 51+55 Lt. 30'RCP 034 0.01 0 0 0 133
36 COLL'AD' 55+03 Lt. 301C09C 0 0 0.01 D 0 IN
37 COLL'!.0' 62+50 to -Y6- 15+0 0 Lt. 0.07 0 0.04 0.02 0 360
38 COLL'BC' 64+50 to -Y6- 25+0 0 0.C8 0 3.08 0 0 260
39 RP'D'(I-95) 10+35 24'RCP 0 0 0.03 0 0 170
40 -L- 40+40 to 42+35 Rt. 0.29 0 0 0 0 9303
41 RP'A' 22+20 0 0 031 0 0 150
` MOTES TEMP A PEMIT HAHN HU BEEX CREATED
N.C.- DEPARTMENT OF TRANSPORTATION
DMSION OF HIGMYIAYS
WILSON COUNTY
STATE PROJECT 8.T340302 (R-1023M)
PROPOSM US 264 M?AZ FROM EX.-SnUG
US 264 Y,-EST OF YALSON TO ELST OF SR 11ZG
SHOT ?l or 3q 1NY gl, 1004
1
FILL ELI21Is*ITIOl fiLL 2=1IOY FIDE
Ill of lI OF BUOY TOTIL
SITE STATIOI STRQCTuRs 1iETLI5DS MLIROS SHIRE TITERS MACK >: im 0.a.x. FILL
(ac.? (ac.) (ac.) (ac.l (c.Y•) lc.Y:l
42 -Y7- 9+00 to 15+50 Lt. 0.03 0 0.01 0.01 0 130
43 -Y7- 12+00 to 21+50 0 0 0.04 0 0 140
44 -Y7- 21+30 24'COYC 0 0 0.01 0 0 170
45 -Y7- 21+50 to 29+75 Lt. 0 0 0.04 0 0 610
46 -L- 57+70 to 60+50 181COYC 0 0.02 0 0.01 0 0
47 -L- 60+50 Lt. 0 0.01 0 0 0 0
48 -L- 62+75 to 64+25 54'PICP 0 0 0.03 0 0 660
49 -Y7- 30+20 301C0;(C 0 0 . 0.01 0 0 450
50 -Y7- 30+00 to 45+50 0 0 0.07 0 0 1150
51 -Y7- 28+50 to 40+50 Lt. 0 0 0.06 0 0 183
52 -Y7- 36+80 18'RCP 0 0 0.002 0 0, 10
53 47- 39+50 24'C05C 0 0 0.003 0 0 20
54 -Y7- 61+00 to 68+50 0 0 0.03 0 0 110
55 -Y7- 62+00 to 68+00 Lt. 0 0 0.03 0 0 133
56 -Y7- 64+00 RWCONC 0 0 0.01 0 0 120
57 -Y1B REV- 16+80 to 18+50 301RCP 0,18 0 0404 0 0 870
TOTALS 14.95 1.16 2.77 4.72 155 193665
N.C.- DEPARTMENT OF TRANSPORTATION
DMSICN OF HIGHWAYS
'WILSON COUNTY
STATE PROJECT O.T3? 302 (R-1023AA)
PROPOSED US 204 DYPr= MI OM C=N0
US 2G4 lt'E,;T OF WL CH TO EAST OF SR 1136
S?1EE7 36 OF ?9 ay 31, 1004
ADDRESSES
1. Xorth Carolina Department of Transportation
P.O. Box 25201
Raleiqh, NC 27611-5201
2. Killian RcKialey Finch
Route 1 Box.13
Sias, XC 21880
3. Davia William Compe
3812 Lakeview Terrace
Falls Church, VA 22041
4. J. Hoover Lana, Jr.
Route 2 Box 325
Sla City, HC 27822
5. Stella Flowers Wiqqs Walker
Route 2 Sox 698
Wilson, NC 27822
6. Jaaes Joe Flowers
Route 2 Box 834
Wilson, IC 27893
7. Ruby 0. Langston
7332 Deforest Drive
Chesapeake Beach, RD 20732
8. William T. Daniel
Route 2 Box 639
Wilson, HC 27893
9. Wilson County Properties
P.O. Box 3775
Wilson, RC 27393
10. Joyce S. Williamson
Route 2 Box 537A
Wilson, XC 27893
11. Oise Coleman _
Route 1
Lucaaa, HC 27651
12. Drah T. Williamson, Jr.
Route 2 Box 537A
Wilson, IC 27893
13. Stephen Colenaa, Heirs
Route 1 Box 235
Lucaaa, XC 27651

N.C. DEPARTMENT OF'TRANSPORTATION
DMSION OF HIGHWAYS
WILSON COUNTY...
STATE PROJECT S.T340302 (R-'l 023M)
PROPOSM US 264 WA.SS FROM C=N0•
US 264 Yi= OF WILSOH TO EAS? OF SR 11M
SHE OF 3-t MAY SI. 1004
c? 56)?6--
5
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. 11.0. BOX 25201, RALEIGH, N.C. 27611-5201 E. NORRIS TOLSON
GOVERNOR SECRETARY
April 16, 1999
Z ;
4
MEMO TO: John Hennessey 1??
cz5c
NCDOT Coordinator
Division of Water Quality
FROM: Tanner Holland
Project Development and Environmental Analysis
SUBJECT: Wiggins Mill Wetland and Stream Mitigation Site, 95% Plan
Submittal, TIP No. R-1023, R-1030.
Attached are a copy of the design plans (95%) and the "Project Special Conditions" for
your review. A meeting to discuss the design plans with NCDOT and the resource
agencies has been scheduled for May 6, 1999. The meeting will be held in the Division
4 Conference Room in Wilson, North Carolina from 9am - lpm (3 hours of mtg + field
visit, 1 hour lunch).
Thanks again for your continued support on this project. If you have any questions,
please do not hesitate in calling me at 919-733-1200.
cc: Phil Harris, P.E., Natural Systems Unit Head
Wiggins Mill Mitigation Site
Meeting Agenda
May 4, 1999
Wilson, North Carolina
1. Description of Mitigation Plan
2. Addressing Agency Concerns
3. Plan Sheet Review
Wetland
Stream
4. Field Review
Wi ; ;ins Mill Miti ration Site
Stream Restoration:
Non-Riverine Restoration
Non-Riverine Enhancement
Riverine Restoration:
Riverine Preservation:
-TL,- C t.W i f-f e.9 W-1 I
C S ?;•n.? ?cc?
7,600 linear feet ?-
65.2 acres
4.5 acres
18 acres
1.3 acres

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