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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
Bill Ross, Secretary
Kerr T. Stevens, Director
Mr. William D. Gilmore, P.E., Manager
Planning and Environmental Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina, 27699-1548
/ 091WAA • 21
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 2, 2001
DWQ No. 000801
Wilson County
Re: Proposed widening of NC 42 from I-95 to SR 1165 in Wilson County, State Project No. 8.1340801,
TIP Project No. U-3472.
APPROVAL of Neuse Buffer Rules AUTHORIZATION CERTIFICATE with ADDITIONAL
CONDITIONS
Dear Mr. Gilmore,
Attached hereto is a modification to original 401 Water Quality Certification issued for DWQ project number
000801 issued to the North Carolina Department of Transportation on November 6, 2000. The project shall be
constructed according to the 401 Water Quality Certification issued November 6, 2000, your application for
modification dated April 25, 2001, and any conditions listed below. This approval shall act as your
Authorization Certificate as required within the Neuse River Riparian Area Protection Rules (15A NCAC 2B
.0233). In addition, you should get any other required federal, state or local permits before you go ahead with
your project including (but not limited to) Sediment and Erosion Control. It should be noted the modification
is applicable only to the additional proposed activities. All the authorized activities and conditions of
certification associated with the original Water Quality Certification dated November 6, 2000, and all other
corresponding modifications still apply except where superceded by this certification.
This approval is only valid for the purpose and design that you described in your application for modification
dated April 25, 2001. If you change your project, you must notify us and you may be required to send us a
new application. If the property is sold, the new owner must be given a copy of this authorization and
approval letter and is thereby responsible for complying with all conditions. For this approval to be valid, you
must follow the conditions listed below.
? As builts for the entire NC 42 project (U-3472) shall be submitted to the NC Division of Water Quality no
later than 3 months after the construction of the project is completed.
If you do not accept any of the conditions of this authorization, 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 authorization and its conditions are final and
binding unless you ask for a hearing.
Non-Discharge Branch Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27669-1621
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
Page 2 of 2
This letter completes the review of the Division of Water Quality under the "No Practical Alternatives"
determination required in 15A NCAC 2B .0233(8). If you have any questions, please contact John Hennessy
at 919-733-5694.
Sincerely,
Cc: US Army Corps of Engineers Raleigh
DWQ Raleigh Regional Office
File Copy
Central Files
Stevens
Fie] ffice
C:\ncdot\TIP U-3472\wqc\000801 buffer authorization.doc
a STATE o
?LNT ?' t V ,?? S
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
January 17, 2002 w`
Jffl?l 3 0 21002
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27615
Subject: Request for Authorization for Temporary Dewatering Associated with
Bridge Demolition and Removal on NC 42 in Wilson, North Carolina.
TIP Project U-3472, Project No. 8.1340801, USACE Action ID No.
199820167 and DENR/DWQ Project No. 000801.
Dear Mr. Alsmeyer:
On October 23, 2000, the United States Army Corps of Engineers (USACE) authorized
Section 404 Nationwide Permits (NWP) 3 and 14, and Regional General Permit 31
(Action ID #199820167, 20012033, 20012034) for the subject project. However, it has
come to our attention that the permits did not include authorization for temporary
dewatering impacts associated with the removal of the existing bridge on Bloomery
Swamp, located at Station 85+25. The construction of this project is currently underway,
and in order to remove the existing bridge, temporary dewatering is required in order to
meet OSHA safety requirements.
On October 31, 2000, the North Carolina Division of Water Quality (DWQ) issued
corresponding Section 401 Water Quality Certifications (WQC) # 3114, 3289 and 3290
(WQC Project # 000801) to the North Carolina Department of Transportation (NCDOT)
for the subject project. WQC #3114, for Temporary Construction, Access and
Dewatering, corresponds to NWP 33. All conditions of the WQC and the NWP will be
met during the proposed dewatering activity.
By copy of this letter, NCDOT requests authorization under NWP 33, Temporary Access
and Dewatering, in order to accommodate the temporary impacts associated with removal
of the existing bridge on Bloomery Swamp on the subject project. The estimated total
impacts are 303.32 square meters (3369 square feet, or 0.077 acres) of temporary
dewatering for less than 7 consecutive working days.
Post Office Box 3165, Wilson, North Carolina 27895-3165
The location of the proposed temporary dewatering area is shown on a general site
vicinity map and on an excerpt from the USGS Wilson N.C. Topographic Quadrangle
map. The site is also shown on a plan view construction plan. (See attached figures.)
Project Design
The temporary cofferdam structure ("Portadam") consists of a freestanding steel support
system and impervious fabric membrane. The welded tubular steel framework support
and flexible waterproof membrane allow easy installation, and can support up to 9.5 feet
depth of water. The use of this method allows in-water construction in dry conditions,
without the need for excavation or fill, costly pile driving equipment or sandbag dikes.
Water from the dewatered construction area will be pumped out to either a "Silt Bag" or
to a nearby existing hazardous material spill basin.
Temporary Impacts to Wetlands
No temporary impacts to wetlands are anticipated as a result of the proposed action.
Impacts to Surface Waters and Riparian Buffers
The subject site is located in the Neuse River Basin, in Bloomery Swamp at NC
42. There are no additional impacts to surface waters that were not accounted for in the
original permits. No additional temporary or permanent impacts to riparian buffers are
anticipated as a result of the proposed temporary dewatering. Water from the dewatered
area will be pumped to a silt bag and removed, or to the existing hazardous material spill
basin, and removed.
Waters of the U.S. Mitigation
Avoidance: The temporary nature of the proposed impacts will avoid any
significant permanent impacts to wetlands. All wetlands or surface waters not affected by
the project will be protected from unnecessary encroachment. No staging of construction
equipment or storage of construction supplies will be allowed in or near adjacent or
nearby wetlands or surface waters.
Minimization: The entire temporary cofferdams will be removed upon
completion of the dewatering. Information on the "Portadam" structure is enclosed with
this application. Sedimentation and erosion control Best Management Practices for the
protection of wetlands and surface waters will be enforced during project construction.
Continued coordination will occur with the contractor and the Environmental Officer
during construction to minimize impacts to waters of the U.S. at these sites.
Compensatory Mitigation: Construction of the project will result in 0.007 acres
of temporary impacts to stream channel during the temporary removal and dewatering
activities. The temporary "Portadam" cofferdam structure and the demolished bridge will
be entirely removed upon completion. No compensatory mitigation is required at this
time.
Regulatory Review
The subject project has been reviewed for potential impacts to any federally listed
threatened or endangered species, and written concurrence granted by the United States
Fish and Wildlife Service to proceed. No additional impacts are anticipated as a result of
the subject action.
Request for Permit Modification
It is requested that these activities be authorized under NWP 33, Temporary
Dewatering and Access, in order to accommodate the temporary impacts associated with
removal of the existing bridge on Bloomery Swamp on the subject project. The estimated
total impacts are 303.32 square meters (3369 square feet, or 0.077 acres) of temporary
dewatering for less than 7 consecutive working days.
By copy of this application, the NCDOT is also providing the NC Division of Water
Quality with courtesy notification of the 401 Water Quality Certification #3114, which
does not require written concurrence and was issued with original permit. If you have
any questions or need any additional information, please contact Ms. Robin Little at (252)
237-6164.
Sincerely,
Trogdon, III, P.E.
Engineer
cc: Mr. David Franklin, USACE, NCDOT Coordinator
Mr. Jolm Dorney, Division of Water Quality
Mr. David Cox, NCWRC
Mr. Garland Pardue, USFWS
Ms. Wendi Oglesby Johnson, P.E., Division 4 Construction Engineer
Mr. Kevin Bowen, P.E., Resident Engineer
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Mr. Jim Trogdon, III, PE, Divison Engineer
Mailing Address: P.O Box 3165
Wilson, NC 27895-3165
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:[e-mail]
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Ms. Robin M. Little
Company Affiliation:
Mailing Address:
NCDOT
P.O. Box 3165
Wilson, N.C. 27895-3165
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: rmlittlep
/dot.state.ne.us
Page 5 of 13
III. Project Information
4
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Temporary Dewatering, Bloomery Swamp, NC 42, Wilson County
2. T.I.P. Project Number or State Project Number (NCDOT Only): U-3472,8.1340801
3. Property Identification Number (Tax PIN):
Directions to site (include road numbers, landmarks, etc.): NC 42, approx. miles west of
Wilson, at Bloomery Swamp
Location
County: Wilson Nearest Town:_
Subdivision name (include phase/lot number): NA
5. Site coordinates, if available (UTM or Lat/Long): UTM 18 230834E 3958946N - WILSON
quad
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application: Rural
residential/agricultural/undeveloped
7. Property size (acres): NA
S. Nearest body of water (stream/river/sound/ocean/lake): Bloomery Swamp
9. River Basin: Neuse River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://h2o.car.state.nc.us/admin/maps/.)
Wilson
Page 6 of 13
10. Describe the purpose of the proposed work: Temporary dewatering for bridge removal.
11. List the type of equipment to be used to construct the project: "Portadam" temporary
cofferdam, "Silt bag" pump and hazmat spill detention basin, crane and jackhammer.
12. Describe the land use in the vicinity of this project: Undeveloped/agricultural/rural
residential
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
U-3472, 8.1340801,USACE Action ID No. 199820167, 20012033, 20012034, for NWP 3, 14,
GP31, issued Oct.23, 2000. DWQ Project No. 000801, Water Quality Certification # 3114, 3289
3290, issued Oct. 31. 2000.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
NA
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
Page 7 of 13
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

List each impact separately and tdenuly temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains arc identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps arc available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fcma.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltNvatcr marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: NA
Total area of wetland impact proposed: NA
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Stn 85+25 Temporary
dewatering 47 Bloomery Swamp 44 Perrennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Page 8 of 13

3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Cumulative impacts (linear distance in feet) to all streams on site: 47 linear feet
Open Water Impact
Site Number
(indicate on ma
( p)
Type of Impact* Area of
Impact

(acres)
(if Name applicable) Wateplicabllee) Type of Waterbody
(lake, pond, estuary, sound,

bay, ocean, etc.)

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream E] wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Temporary cofferdams are portable steel frames with membrane to hold back water. Water
from dewatered work area will be pumped to Silt bag or existing detention basin. Impacts will
be minimized from typical temproary channel diversion or metal cofferdams or sandbags by the
use of "Portadam".
Page 9 of 13

VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
NA
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.ushvrp/index.htm. If
Page 10 of 13
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
IX.
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes [_1 No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 0 3
Page 11 of 13
2 I 0 I 1.5
Total 0
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
NA
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
NA
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes [J No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Page 12 of 13
App
(Age

lnt/Agent's Signature . Date
s signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
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PAGE 05
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STEEL RETAIi?ED WATER UP TO 9,S FEET DEEP
SUPPORT rFABRIC NEMBRANE
FRAME ?
VNOBSTRUCTED
WORK AREA /.
IMPERVIOUS
BED
SEALING
LOADING SHEET
NATUMAL HLO MATLRIAL• /', •<t :' `.r:.'!,^.. •?i^. . ?•, ',7 .
INSTALLATION OF FRAMES

PLACING MEMBRANE
DE-WATERING BY PUMPING
The Portadam® system utilizes the mechanical, resistive and flexible properties of modern synthetic
fabrics to provide both temporary and semi-permanent barriers for fluid impoundment and control.
The system support members are designed to transfer fluid loading to a near vertical downward
load, thereby permitting installation on solid impenetrable foundations while eliminating the need for
internal bracing which obstructs the work area. In contrast with driven sheet piling, this structure
literally free-stands on the existing bed, eliminating the need for pile driving equipment, crossbracing
and anchorage. Hydraulic loading on the membrane assists sealing and stability of the entire
structure.
PW
IT•

See Portadam article on "Construction Site Turbidity Containment Alternative" in May/June 2000
issue of Land and Water Magazine and Project Profile Feature article titled "Pipe Crews Keep Dry
Whip Working in River" in May/June 2000 issue of Erosion Control Magazine.
2of3 1/161024:33 PM

T O N 2

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1 of 2 1/17/02 3:25 PM
0- _...2000.._- 4000 6000 8000
I - i
meters'
0 2.0 4.0
miles I I I
?Ty- .?STN;o
N d yAV
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR
SECRETARY
January 17, 2002
JAPJ 3 0
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office'
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27615
Subject: Request for Authorization for Temporary Dewatering Associated with
Bridge Demolition and Removal on NC 42 in Wilson, North Carolina.
TIP Project U-3472, Project No. 8.1340801, USACE Action ID No.
199820167 and DENR/DWQ Project No. 000801.
Dear Mr. Alsmeyer:
On October 23, 2000, the United States Army Corps of Engineers (USACE) authorized
Section 404 Nationwide Permits (NWP) 3 and 14, and Regional General Permit 31
(Action ID #199820167, 20012033, 20012034) for the subject project. However, it has
come to our attention that the permits did not include authorization for temporary
dewatering impacts associated with the removal of the existing bridge on Bloomery
Swamp, located at Station 85+25. The construction of this project is currently underway,
and in order to remove the existing bridge, temporary dewatering is required in order to
meet OSHA safety requirements.
On October 31, 2000, the North Carolina Division of Water Quality (DWQ) issued
corresponding Section 401 Water Quality Certifications (WQC) # 3114, 3289 and 3290
(WQC Project # 000801) to the North Carolina Department of Transportation (NCDOT)
for the subject project. WQC #3114, for Temporary Construction, Access and
Dewatering, corresponds to NWP 33. All conditions of the WQC and the NWP will be
met during the proposed dewatering activity.
By copy of this letter, NCDOT requests authorization under NWP 33, Temporary Access
and Dewatering, in order to accommodate the temporary impacts associated with removal
of the existing bridge on Bloomery Swamp on the subject project. The estimated total
impacts are 303.32 square meters (3369 square feet, or 0.077 acres) of temporary
dewatering for less than 7 consecutive working days.
Post Office Box 3165, Wilson, North Carolina 27895-3165
The location of the proposed temporary dewatering area is shown on a general site
vicinity map and on an excerpt from the USGS Wilson N.C. Topographic Quadrangle
map. The site is also shown on a plan view construction plan. (See attached figures.)
Project Design
- The temporary cofferdam structure ("Portadam") consists of a freestanding steel support
system and impervious fabric membrane. The welded tubular steel framework support
and flexible waterproof membrane allow easy installation, and can support up to 9.5 feet
depth of water. The use of this method allows in-water construction in dry conditions,
without the need for excavation or fill, costly pile driving equipment or sandbag dikes.
Water from the dewatered construction area will be pumped out to either a "Silt Bag" or
to a nearby existing hazardous material spill basin.
Temporary Impacts to Wetlands
No temporary impacts to wetlands are anticipated as a result of the proposed action.
Impacts to Surface Waters and Riparian Buffers
The subject site is located in the Neuse River Basin, in Bloomery Swamp at NC
42. There are no additional impacts to surface waters that were not accounted for in the
original permits. No additional temporary or permanent impacts to riparian buffers are
anticipated as a result of the proposed temporary dewatering. Water from the dewatered
area will be pumped to a silt bag and removed, or to the existing hazardous material spill
basin, and removed.
Waters of the U.S. Mitigation
Avoidance: The temporary nature of the proposed impacts will avoid any
significant permanent impacts to wetlands. All wetlands or surface waters not affected by
the project will be protected from unnecessary encroachment. No staging of construction
equipment or storage of construction supplies will be allowed in or near adjacent or
nearby wetlands or surface waters.
Minimization: The entire temporary cofferdams will be removed upon
completion of the dewatering. Information on the "Portadam" structure is enclosed with
this application. Sedimentation and erosion control Best Management Practices for the
protection of wetlands and surface waters will be enforced during project construction.
Continued coordination will occur with the contractor and the Environmental Officer
during construction to minimize impacts to waters of the U.S. at these sites.
Compensatory Mitigation: Construction of the project will result in 0.007 acres
of temporary impacts to stream channel during the temporary removal and dewatering
activities. The temporary "Portadam" cofferdam structure and the demolished bridge will
be entirely removed upon completion. No compensatory mitigation is required at this
time.
Regulatory Review
The subject project has been reviewed for potential impacts to any federally listed
threatened or endangered species, and written concurrence granted by the United States
Fish and Wildlife Service to proceed. No additional impacts are anticipated as a result of
the subject action. -
Request for Permit Modification
It is requested that these activities be authorized under NWP 33, Temporary
Dewatering and Access, in order to accommodate the temporary impacts associated with
removal of the existing bridge on Bloomery Swamp on the subject project. The estimated
total impacts are 303.32 square meters (3369 square feet, or 0.077 acres) of temporary
dewatering for less than 7 consecutive working days.
By copy of this application, the NCDOT is also providing the NC Division of Water
Quality with courtesy notification of the 401 Water Quality Certification #3114, which
does not require written concurrence and was issued with original permit. If you have
any questions or need any additional information, please contact Ms. Robin Little at (252)
237-6164.
Sincerely,
H. Trogdon, III, P.E.
ion Engineer
cc: Mr. David Franklin, USACE, NCDOT Coordinator
Mr. John Dorney, Division of Water Quality
Mr. David Cox, NCWRC
Mr. Garland Pardue, USFWS
Ms. Wendi Oglesby Johnson, P.E., Division 4 Construction Engineer
Mr. Kevin Bowen, P.E., Resident Engineer
Office Use Only: Form Version October 2001
USACE Action ID No. D`VQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mr. Jim Trogdon, III, PE, Divison Engineer
Mailing Address: P.O Box 3165
Wilson, NC 27895-3165
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: jtrogdongdot.state.nc.us
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Ms. Robin M. Little
Company Affiliation:
Mailing Address:
NCDOT
P.O. Box 3165
Wilson, N.C. 27895-3165
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: rmlittle(a-,)dot.state. nc.us
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
-landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
Name of project: Temporary Dewatering, Bloomery Swamp, NC 42, Wilson County
2. T.I.P. Project Number or State Project Number (NCDOT Only): U-3472,8.1340801
3. Property Identification Number (Tax PIN):
4. Location
County: Wilson Nearest Town: Wilson
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.): NC 42, approx. miles west of
Wilson, at Bloomery Swamp
5. Site coordinates, if available (UTM or Lat/Long): UTM 18 230834E 3958946N - WILSON
quad
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application: Rural
residentiaUagricultural/undeveloped
7. Property size (acres): NA
8. Nearest body of water (stream/river/sound/oceatVlake): Bloomery Swamp
9. River Basin: Neuse River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
Page 6 of 13
10. Describe the purpose of the proposed work: Temporary dewatering for bridge removal.
11. List the type of equipment to be used to construct the project: "Portadam" temporary
cofferdam, "Silt bag" pump and hazmat spill detention basin, crane and jackhammer.
12. Describe the land use in the vicinity of this project: Undeveloped/agricultural/rural
residential
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
U-3472, 8.1340801,USACE Action ID No. 199820167, 20012033, 20012034, for NWP 3, 14,
GP31, issued Oct.23, 2000. DWQ Project No. 000801, Water Quality Certification # 3114, 3289
3290, issued Oct. 31, 2000.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
NA
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
Page 7 of 13
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet. -
l. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

LAJI caul 1111pacL acparaicty and tdennry temporary impacts. impacts tnciude, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://NvtvNv.fcma.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: NA
Total area of wetland impact proposed: NA
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Stn 85+25 Temporary
dewatering 47 Bloomery Swamp 44 Perrennial

List cacn impact separatery and identify temporary impacts. impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
xvww.mapquest.com, etc.).
Page 8 of 13
Cumulative impacts (linear distance in feet) to all streams on site: 47 linear feet
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands F? stream Ej wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stortnwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Temnorarv cofferdams are uortable steel frames with membrane to hold back water. Water
from dewatered work area will be pumped to Silt bag or existing detention basin. Impacts will
be minimized from typical temproary channel diversion or metal cofferdams or sandbags by the
use of "Portadam".
Page 9 of 13
VIII. Mitigation
- DWQ - In accordance -with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in detennining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing 1OLZes Of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://l12o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
NA
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If
Page 10 of 13
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
IX.
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes F? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes F-I No ?
Y. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes F? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact Multiplier Required
(square feet) Mitigation
I 0 3
Page 11 of 13
2 0 1.5
Total 0
Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
NA
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
NA
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes [:] No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Page 12 of 13

[nt/Agent's Signature . Date
s signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
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01/15!2002 17:30 2524532401
Portadam portable cofferdam system
PAGE 05
http://Ivw'%v.ponadacn.camlpol WA=htm
RETAINED MATER UP TO 9.S FEET DEEP
STEEL
SUPPORT FABRIC I`.1EMBRANE
FRAME --
UNOBSTRUCTED
WORK AREA ,e!
IMPERVIOUS
BED
SEALING
LOADING SHEET
'? .. Ilr NATUNRL OLO MATLKIAL• .?• ??• A?,•'. •r ` ,f '.?•?`?,.'`? ..??_ .•?' .??
INSTALLATION OF FRAMES

PLACING MEMBRANE

The Portadam® system utilizes the mechanical, resistive and flexible properties of modern synthetic
fabrics to provide both temporary and semi-permanent barriers for fluid impoundment and control.
The system support members are designed to transfer fluid loading to a near vertical downward
load, thereby permitting installation on solid impenetrable foundations while eliminating the need for
internal bracing which obstructs the work area. In contrast with driven sheet piling, this structure
literally free-stands on the existing bed, eliminating the need for pile driving equipment, crossbracing
and anchorage. Hydraulic loading on the membrane assists scaling and stability of the entire
structure.

DE-WATERING BY PUMPING

See Portadam article on "Construction Site Turbidity Containment Alternative" in May/June 2000
issue of Land and Water Magazine and Project Profile Feature article titled "Pipe Crews Keep Dry
While Working in River" in May/June 2000 issue of Erosion Control Magazine.
? or3
!/16'02 4:33 PM
?? ? c o m
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1 o172 1/17/02 3:25 PM
_ 0 2000 4000 6000 6000
meters I - I
02.0 4.0
miles I I I
-.' /

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
April 25, 2001
Wetlands/401 Unit
NC Division of Water Quality
1621 Mail Service Center
Raleigh, NC 27699-1621
Attn: Mr. John Dorney
Dear Sir:
LYNDo TIPPETT
SECRETARY
Subject: Request for modification of Neuse Buffer Authorization for improvements to NC
42 in Wilson County. TIP U-3472. DWQ Project No. 000801.
Per conversations between staff from NCDOT Hydraulics Unit, Project Development and
Environmental Analysis Branch, and Division 4 Construction Unit, and NCDWQ Wetlands/401
Unit, during a meeting held on April 12, 2001, NCDOT requests a modification to the previously
issued Neuse Buffer Authorization for the subject project.
The modification pertains to Site 2 (see attached revised permit drawing). NCDOT
wishes to retain the portion of the grassed swale located in front of the agriculture field on the
south side of NC 42 (approximate St. 20+70) ending approximately 43 ft west of the Fulghum
property line. From this point, stormwater will be carried by means of a 750 mm pipe under the
berm for the curb and gutter discharging at the stream located at St. 21+40. Roadway drainage
from the north side of this site will be re-directed to the grassed Swale on the north side of the
road before entering the stream.
Thank you for your assistance in this matter. If you have any questions, please contact
Mr. Chris Rivenbark at [phone]. Your prompt action is greatly appreciated.
Sincerely,
-44 C-P 6,04. 'A
William Gilmore, P.E., Branch Manager
Project Development and Environmental Analysis
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENTAND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: W1=.DOH.DOT.STATE.NC.US RALEIGH NC
RALEIGH NC 27699-1548
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
LYNDO TIPPETT
SECRETARY
April 25, 2001
Wetlands/401 Unit
NC Division of Water Quality
1621 Mail Service Center
Raleigh, NC 27699-1621
Attn: Mr. John Dorney
Dear Sir:
Subject: Request for modification of Neuse Buffer Authorization for improvements to NC
42 in Wilson County. TIP U-3472. DWQ Project No. 000801.
Per conversations between staff from NCDOT Hydraulics Unit, Project Development and
Environmental Analysis Branch, and Division 4 Construction Unit, and NCDWQ Wetlands/401
Unit, during a meeting held on April 12, 2001, NCDOT requests a modification to the previously
issued Neuse Buffer Authorization for the subject project.
The modification pertains to Site 2 (see attached revised permit drawing). NCDOT
wishes to retain the portion of the grassed swale located in front of the agriculture field on the
south side of NC 42 (approximate St. 20+70) ending approximately 43 ft west of the Fulghum
property line. From this point, stormwater will be carried by means of a 750 mm pipe under the
berm for the curb and gutter discharging at the stream located at St. 21+40. Roadway drainage
from the north side of this site will be re-directed to the grassed swale on the north side of the
road before entering the stream.
Thank you for your assistance in this matter. If you have any questions, please contact
Mr. Chris Rivenbark at [phone]. Your prompt action is greatly appreciated.
Sincerely,
-44 C-P 6ek- 'A
William Gilmore, P.E., Branch Manager
Project Development and Environmental Analysis
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE. WWW.DOH.DOT.STATE.NC.US RALEIGH NC
RALEIGH NC 27699-1548
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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
DIVISION OF WATER QUALITY
April 23, 2001
Memorandum To: John Hennessy
From: Todd St. John
Subject: NC 42P'Grand Canyo "
Wilson County
have reviewed the proposed plan revisions and make the following recommendation:
One side of the road there is approximately 5 acres of agricultural filed tributary to 325' of grassed
swale. The BMP Manual calls for 100 feet per acre draining to it w/o specifying impervious vs.
pervious. All of this drainage is currently pervious. The grassed swale should provide some nitrogen
removal. We should consider at least 3.25 acres to be treated via the Swale. None of this acreage
"has to" be treated. It is currently draining to a road side ditch of undetermined treatment value. The
swale will have check dams which will add some additional detention. The other side of the road has
two swales in series. The swales receive runoff from 3 acres of roadway and residential area. The
aggregate length is 240 feet. Most of the roadway and existing residential drainage does not require
treatment, only the new impervious area. Normally, we require a BMP to treat the acreage draining to
it. However, rather than having the applicant by-pass the swale, it seems more beneficial for the
swale to receive the runoff. This is because the swale should be able to hydraulically handle the
runoff and would still treat the most of the initial portion of the "first flush". This Swale also has check
dams. I consulted with Bob, and he believes we can issue an approval w/o a variance from the rules.
As such, due to the circumstances of avoiding building a large swale almost literally to someone's
door step, I recommend we issue an approval based on the attached design.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
non inn 400 i.,t,, __% n+n ?4c cen, ia...A ti.....ntin........... •.. .... .... b........N......1..I
APR-20-2001 16:22 NCDOT 919 250 4108 P.01i03
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
HYDRAULICS UNIT
FACSIMILIE TRANSMITT L COV R SHEEP
* * [SATE:
OR TIC
Please deliver the following pages to:
Name:
Of:
S?
This facsimilie is being sent by:
Name:

Fax Number Called: - L?
REMARKS:

l ? -

IF YOU DO NOT RECEIVE ALL PAGES CLEARLY, CALL BACK AS SOON AS POSSIBLE
Our Telephone Number is: [phone] Our FAX No. is: [phone]
PLEASE COUNT PAGES, (INCLUDING COVER SHEET) TOTAL. NUMBF--R
PAGES
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a STATE
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
October 12, 2000
NC Division of Water Quality
Wetlands Unit
1621 Mail Service Center
Raleigh, NC 27699-1621
ATTN: Mr. John Hennessy
NCDOT Coordinator
Dear Sir:
DAVID MCCOY
SECRETARY
Subject: Revised designs for grass lined swales for improvements to NC 42 from a
from Interstate 95 to SR 1165 (Forest Hills Road) in Wilson County. TIP
No. U-3472.
Please see the attached designs for Sites 2 and 3 for the subject project. These drawings
show the location of the grass lined swales as described by your office. Please review
these designs and notify our office if you approve. It is essential that a decision is made
regarding this project as quickly as possible.
Please contact Mr. Bruce Ellis at [phone] or Mr. Jay Twisdale with NCDOT
Hydraulics Unit at [phone] if you have any questions. Thank you for your
assistance.
Sincerely, rr_
V. C./t
Jw, William D. Gilmore, P.E., Manager
Project Development and Environmental Analysis Branch
WDG/mcr
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1548 MAIL SERVICE CENTER
RALEIGH NC 27699-1548
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: MVIV DON. DOT. STATE. NC. US
?omli S0 k / leA'l
Cc P?i?
40,
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC 27611

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4701 tl00 999'"l

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
t k,`
C -
[EA7T-?
k / DC,
t?\' James B. Hunt, Jr., Governor 1
Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
9. Compensatory mitigation for impacts to Neuse Riparian Buffers shall be provided for as described
below.
Zone of
Impact Impacts
(Acres) Replacement
Ratio Total Acres of
Mitigation
Required
Zone 1 1.35 3:1 4.06
Zone 2 0.46 1.5:1 0.69
Total 4.75
Mitigation for unavoidable impacts to 4.75 acres of Neuse Riparian Buffers shall be provided at the
Wiggins Mill Mitigation Site and debited from the available credits on the site. The NCDWQ shall be
submitted a debit/credit ledger that displays total approved buffer credits and debits for the site no
later than 60 days after the date of the 401 Water Quality Certification.
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 hearine.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone John Dorney at 919-733-1756.
Sincerely,
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File Copy
Central Files
c:AncdotATIP U-:-172\wgcAt100501wgc.doc
\Vetlands/301 Unit 1631 Mail Service Center Raleigh, North Carolina 37699-1621
Telephone [phone]S6 FAX [phone]
An Equal Opportunity Attinnatice Action Employer 50% rccycled/101.r post consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
O Q
? DD IE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 6,2000
Wilson County
DWQ Project No. 000801
TIP U-3472
APPROVAL OF 401 Water Quality Certification and ADDITIONAL CONDITIONS and Neuse
River Buffer Rules
Mr. William D. Gilmore, P.E., Manager
Planning and Environmental Branch
North Carolina Department of Transportation
P.O. Box 25201
Raleigh, NC, 27611-5201
Dear Mr. Gilmore:
You have our approval, as described in your application dated June 1, 2000, and the subsequent addendums
dated August 25, 2000, and October 12, 2000, and in accordance with the attached conditions and those
listed below, to place fill material in 1.92 acres of wetlands and 998 linear feet of streams as described
below.
Site No. DWQ Total Total Wetland DWQ General Corps Permit
Index Stream Impacts (Acres) Certification Number
Number Impacts Number
Riverine Non-
Riverine
l 0.1s 3289 NW 14
27-86-(4.5) 154.3 3259, 3290 NW 14, NW 3
Linear Feet
3 27-86-45) 183.7
Linear Feet 32S9 GP198200031
4 0.39 3289 NW 14
5 0.33 3289 NW14
6 27-86-(5.7) 316.5
Linear Feet 0.29 3259 NW 14
S 0.70 32S9,3114 NW 14, NW 33
We understand the purpose of your project is to widen and improve NC 42 in Wilson County. The project
should be constructed in accordance with your application dated June 1, 2000 and subsequent addendums
dated August 25, 2000 and October 12, 2000. After reviewing your application, we have decided that this
fill is covered by General Water Quality Certification Numbers 3114, 3259, and 3290 as described above.
This certification corresponds to the Nationwide Permit Numbers 3, 14, 33, and General Permit 31 issued
by the Corps of Engineers. This approval is also valid for the Neuse River buffer rules (15A NCAC 2B
Wetlands/101 Unit 1631 `fail Service Center- Raleigh, North Carolina 37699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Allirtnati%'e Action Employer 501ia recyclcLi/ )'r:' post consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
i
f ti
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
.033). In addition, you should acquire any other federal, state or local permits before you proceed with your
project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations. This approval will expire when the accompanying 404 permit expires unless
otherwise specified in the General Certification.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change, you must notify the DWQ and submit a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby
responsible for complying with all the conditions. If total wetland fills for this project (now or in the future)
exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). ). This approval shall
expire with the corresponding Nationwide Permit expires or as otherwise provided in the General
Certification. For this approval to be valid, you must follow the conditions listed in the attached
certification and any additional conditions listed below.
1. Stormwater shall be directed to sheettlow at nonerosive velocities through the protected stream buffers,
except for sites 2 and 3. The design submitted for these sites is approved as described in your
correspondence dated October 12, 2000.
2. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of
Completion Form" to notify DWQ when all work included in the 401 Certification has been completed.
The responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the
Division of Water Quality upon completion of the project.
3. Compensatory mitigation for impacts to wetlands shall be done for 3.7S acres (1.S9 acres of impacts
requiring mitigation at a replacement ratio of 2:1) of jurisdictional wetlands. 1936 linear feet of
streams shall be provided at the Wiggins Mill Mitigation Sites as follows:

Mitigation Site
Habitat Acres of NVL
Debited Linear Feet of
Streams
Wisains Mill
Non-Riverine 0.44
Streams 1109

Gurley Riverine Bottomland
Hardwood 2.07
Non-Riverine
Bottomland Hardwood 0.59
'total 3.10 1109
Wetlands/401 Unit 1621 Mail Sen ice Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
%n Equal Opportunity.%Ilirmatisc Action Employer 5W rccycled/Itl"o post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality

James B. Hunt, Jr., Governor l .`` ?1 : Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
4. Hazardous Spill Catch Basins shall be required for the Bloomery Swamp Crossing.:. The final designs
for the Hazardous Spill Catch Basins shall be submitted to the North Carolina Division of Water
Quality 401 Wetlands Unit prior to beginning construction. As-builts for the basins shall be submitted
to the North Carolina Division of Water Quality 401 Wetlands Units no later than 30 days after the
construction is completed.
5. Prior to any construction activities, the NCDOT shall submit a maintenance plan for the hazardous spill
catch basin associated with the project. The NCDOT shall be required to implement the maintenance
plan for the life of the road.
6. Pursuant to NCACI5A 2B.0233(6), sediment and erosion control devices shall not be placed in Zone 1
of any Neuse Buffer without prior approval by the NCDWQ. At this time, the NCDWQ has approved
no sediment and erosion control devices in Zone 1 anywhere on this project. Moreover, sediment and
erosion control devices shall be allowed in Zone 2 of the buffers provided that Zone 1 is not
compromised and that discharge is released as diffuse flow.
7. A delay of entry requirement is in effect for Site 2 (station number 21+00 to 22+00) and Site 3 (Station
number 33+00 to 34+00). For these areas, no work shall be performed prior to the NCDOT obtaining
appropriate right-of-way. Activities elsewhere on the project are authorized upon the effective date of
this Certification.
8. Impacts to Neuse Riparian Buffers is authorized as described below:
Site Zone 1
Impacts Zone 3
Impacts Total Impacts Total Acres of
Mitigation
Required
2 0.37 0.11 0.48 1.28
3 0.18 0.17 0.65 1.70
4 0.22 0.10 0.32 N/A
6 0.29 0.06 0.35 0.96
7 0.21 0.13 0.33 0.81
8 0.12 0.09 0.21 N/A

Total 1.69 0.65 3.34 4.75
Wetlands/101 Unit 1621 Mail Service Center Raleigh, North Carolina 37699-1621
Telephone [phone] FAX [phone]
An Equal opportunity Aflinnatke Action Employer 50% recycled/ 10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
I LJ?
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
ROAD CROSSING CERTIFICATION GENEILAL CERTIFICATION FOR PROJECTS
ELIGIBLE FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 14 (ROAD
CROSSINGS), REGIONAL GENERAL PERMIT 198200031 AND NEUSE/TAR-
PAMLICO/RANDLEMAN BUFFER RULES
This General Certification is issued in conformity with the requirements of Section 401, Public Laws 92-
500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ)
Regulations in 15A NCAC ?H, Section .0300 and 15A NCAC 2B .0200 for the discharge of till material to
waters and wetland areas as described in 33 CFR 330 Appendix A (B) (14) of the Corps of Engineers
regulations (i.e., Nationwide Permit No. 14 and Regional General Permit 198200031) and for the Neuse,
Tar-Pamlico and Randleman Buffer
Rules (15A NCAC 2B .0233, .0239 and .0250). The category of activities shall include any fill activity for
road crossing and is limited to till less than one-third of an acre. This Certification replaces Water Quality
Certification Number 2177 issued on November 5, 1987, Water Quality Certification Number 2666 issued
on January 21, 1992, Water Quality Certification Number 2732 issued on May 1, 1992 and Water Quality
Certification Number 3103 issued on February 11, 1997. This WQC is rescinded when the Corps of
Em_ineers re-authorizes Nationwide
Permit 14 or Regional General Permit 198200031 when deemed appropriate by the Director of the DWQ.
The State of North Carolina certifies that the specified category of activity will not violate applicable
portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-300 and 95-217 if conducted in
accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Proposed till or substantial modification of wetlands or waters (including streams) under this General
Certification requires application to and prior written concurrence from the Division of Water Quality;
2. In accordance with North Carolina General Statute Section 143-215.3D(e), any application for a 401
Water Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit,
one payment to both agencies shall be submitted and will be the higher of the two fees;
3. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for impacts to
streams and/or wetlands. In addition, buffer mitigation may be required for any project with Buffer
Rules in effect at the time of application. A determination of buffer, wetland and stream mitigation
requirements shall be made for any Certification for this Nationwide Permit. The most current design
and monitoring protocols from DWQ shall be followed and written plans submitted for DWQ approval
as required in those protocols;
4. For any project involving a stream re-alignment, a stream relocation plan must be included with the 101
application for written DWQ approval. Relocated stream designs should include the same dimensions,
patterns and profiles as the existing channel, to the maximum extent practical. The new channel should
be constructed in the dry and water shall not be turned into the new channel until the banks are
stabilized. Ve-etation used for bank stabilization shall be limited to native woody species, and should
include establishment of a 30 foot wide wooded and an adjacent 20 trot wide vegetated buffer on both
sides of the relocated channel to the maximum extent practical. A transitional phase incorporating coir
Wetlands/301 Unit 1621 Mail Scrn'ice Canter Ralcigh. North Carolina 27699-1621
Telephone [phone]S6 FAX [phone]
An &lual Opportunity Atlirmame Aaiun Employer 501,;, recycled/101;c post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
r
o F
- ? r
I
J
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
fiber and seedling establishment is allowable. Also, rip-rap may be allowed if it is necessary to maintain
the physical integrity of the stream, but the applicant must provide written justification and any
calculations used to determine the extent of rip-rap coverage requested. If suitable stream tnitigation is
not practical on-site, then stream impact will need to be mitigated elsewhere;
Impacts to any stream length in the Neuse, Tar-Pamlico and Randleman River Basins requires written
concurrence from DWQ in accordance with 15A NCAC 213.0233, 15A NCAC 2B .0259 and.0250 and
I5A NCAC 2H .0500. New development activities located in the protected 50-foot wide riparian areas
(whether jurisdictional wetlands or not) within the Neuse, Tar-Pamlico and Randleman River Basins
shall be limited to "uses" identified within and constructed in accordance with I5A NCAC 2B .0233,
15A NCAC 2B .0259 and .0250. All new development shall be located, designed, constructed, and
maintained to have minimal disturbance to protect water quality to the maximum extent practicable
through the use of best management practices. Activities listed as "exempt" from these rules do not need
to apply for written concurrence under this Certification;
Placement of culverts and other structures in waters, streams, and wetlands must be placed below the
elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown to
DWQ that providing passage would be impractical. Design and placement of culverts and other
structures includin?(T temporary erosion control measures shall not be conducted in a manner that may
result in dis-equilibrium of wetlands or stream beds or banks, adjacent to or upstream and down stream
of the above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ. Additionally, when roadways, causeways or other till
projects are constructed across FEMA-designated tloodways or wetlands, openings such as culverts or
bridges must be provided to maintain the natural hydrology of the system as well as prevent constriction
of the floodw•ay that may result in destabilization of streams or wetlands;
7. If this Certification is used to access building sites, all lots owned by the applicant must be buildable
without additional till beyond that allowed under other General Certifications. Deed restrictions must be
placed on the remaining wetlands and streams on these lots to restrict future wetland and stream fill.
DWQ shall be sent copies of all deed restrictions applied to these lots;
That appropriate sediment and erosion control practices which equal or exceed those outlined in the
most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual"
or the "North Carolina Surface Mining Manual" whichever is more appropriate (available from the
Division of Land Resources (DLR) in the DENR Regional or Central Offices) shall be in full
compliance with all specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to assure compliance with the appropriate
turbidity water quality standard;
9. All sediment and erosion control measures placed in wetlands or waters shall be removed and the natural
grade restored within two months after the Division of Land Resources has released the project;
10.Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the
state until the concrete has hardened;
Wetlands/401 Unit 1621 `tail Service Center Ralei_h, North Carolina 27699-1621
Telephone [phone]S6 PAX 733-99_59
An Equal Opportunity Al irmative Action Employer 501',? recycled/105 post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
:? Dc[E
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
I I.This Certification shall be utilized for roads from natural high ground to natural high ground. The
Certification for Nationwide Permit 1S may not be used in conjunction with this Certification to create
high around for road access;
12. If an environmental document is required, this Certification is not valid until a Finding of No Significant
Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse. All water quality-
related conditions of the FONSI or ROD shall become conditions of this Certification;
13. That additional site-specific conditions may be added to projects proposed under this Certification in
order to ensure compliance with all applicable water quality and effluent standards;
14. When written concurrence is required, the applicant is required to use the enclosed "Certification of
Completion Form" to notify DWQ when all work included in the 401 Certification has been completed;
15.Concurrence from DWQ that this Certification applies to an individual project shall expire three years
from the date of the cover letter from DWQ or on the same day as the expiration date of the
corresponding Nationwide Permit 14 and Regional General Permit 198200031 whichever is sooner.
Non-compliance with or violation of the conditions herein set forth by a specific fill project may result in
revocation of this Certification for the project and may also result in criminal and/or civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for individual certification for any project in this category of activity, if it is determined that the
project is likely to have a significant adverse effect upon water quality or degrade the waters so that existing
uses of the wetland, stream or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a Certification
decision if deemed in the public's best interest by the Director of the North Carolina Division of Water
Quality.
Effective date: 1 June 2000
DIVISION OF WATER QUALITY
By
I
Steve . Zr
irector
WQC # 3239
Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone]S6 FAX [phone]
An Equal Opportunity Aftirmatke Action Emplo%er 50% rccycled/101.r. post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
DWQ Project No.: County:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 301 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate to
the 401/Wetlands Unit, North Carolina Division of Water Quality, 1621 Mail Service Center,
Raleigh, NC, 27699-1621.This form may be returned to DWQ by the applicant, the applicant's
authorized agent, or the project engineer.It is not necessary to send certificates from all of these.
Applicant's Certification
1, , hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed
to be built within substantial compliance and intent of the 401 Water Quality Certification and
Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature: Date:
Agent's Certification
1, , hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed
to be built within substantial compliance and intent of tlic 401 Water Quality Certification and
Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature: Date:
If this project was designed by a Certified Professional
1, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, ect.) in the State of North Carolina, having been
authorized to observe (periodically, weeldy, full time) the construction of the project, for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 101 Water Quality Certification and Buffer Rules, the approved plans
and specifications, and other supporting materials.
Signature Registration No.
Date
_ e
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality • Wetlands/401 Unit
1621 Mail Service Center • Raleigh NC 27669-1621 :Telephone [phone] • FAX # [phone]
An Equal Opportunity Affirmative Action Employer
500% recycled/10% post consumer paper
(JVv 6 vl
9
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
i
(D
James B. Hunt, Jr., Governor A Z,
DD IE
Az [fl
Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
9. Compensatory mitigation for impacts to Neuse Riparian Buffers shall be provided for as described
below.
Zone of
Impact Impacts
(Acres) Replacement
Ratio Total Acres of
;Mitigation
Required
Zone 1 1.35 3:1 4.06
Zone 2 0.46 1.5:1 0.69
Total 4.75
Mitigation for unavoidable impacts to 4.75 acres of Neuse Riparian Buffers shall be provided at the
Wiggins Mill Mitigation Site and debited from the available credits on the site. The NCDWQ shall be
submitted a debit/credit ledger that displays total approved buffer credits and debits for the site no
later than 60 days after the date of the 401 Water Quality Certification.
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. 276 1 1-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File Copy
Central Files
c:\ncdot\TII' U-3472\wqc\000301wgc.doc
Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] Ft \X 733-9959
An Equal Opportunity Affirmative Action Employer 501: recycled/10% post consumer paper
lSSIf- -a
-ov
ItIll
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
0
DD [E I
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 6, 2000
Wilson County
DWQ Project No. 000801
TIP U-3172
APPROVAL OF 401 Water Quality Certification and ADDITIONAL CONDITIONS and Neuse
River Buffer Rules
Mr. William D. Gilmore, P.E., Manager
Planning and Environmental Branch
North Carolina Department of Transportation
P.O. Box 25201
Raleigh, NC, 27611-5201
Dear Mr. Gilmore:
You have our approval, as described in your application dated June 1, 2000, and the subsequent addendums
dated August 25, 2000, and October 12, 2000, and in accordance with the attached conditions and those
listed below, to place fill material in 1.89 acres of wetlands and 998 linear feet of streams as described
below.
Site No. DWQ Total Total Wetland DWQ General Corps Permit
Index Stream Impacts (Acres) Certification Number
Number Impacts Number
Riverine Non-
Riverine
1 0.18 3289 NW 14
2 27-86-(4.5) 154.3 3289, 3290 NW 14, NW 3
Linear Feet
3 27-86-(4.5) 183.7
Linear Feet 3289 GP198200031
4 0.39 3289 NW 14
5 0.33 3289 NW 14
6 27-86-(5.7) 216.5
Linear Feet 0.29 3289 NW 14
3 0.70 3389. 311.1 NW 14, NW 33
We understand the purpose of your project is to widen and improve NC 42 in Wilson County. The project
should be constructed in accordance with your application dated June 1, 2000 and subsequent addendums
dated August 25, 2000 and October 12, 2000. After reviewing your application, we have decided that this
till is covered by General Water Quality Certification Numbers 3114, 3289, and 3290 as described above.
This certification corresponds to the Nationwide Permit Numbers 3, 14, 33, and General Permit 31 issued
by the Corps of Engineers. This approval is also valid for the Neuse River buffer rules (15A NCAC 2B
Wetlands/401 Unit 1621 Mail Service Center Ralcigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50`c rec)cled/10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality

II
James B. Hunt, Jr., Governor
D` A 2
Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
.033). In addition, you should acquire any other federal, state or local permits before you proceed with your
project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations. This approval will expire when the accompanying 104 permit expires unless
otherwise specified in the General Certification.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change, you must notify the DWQ and submit a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby
responsible for complying with all the conditions. If total wetland tills for this project (now or in the future)
exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). ). This approval shall
expire with the corresponding Nationwide Permit expires or as otherwise provided in the General
Certification. For this approval to be valid, you must follow the conditions listed in the attached
certification and any additional conditions listed below.
1. Stormwater shall be directed to sheetflow at nonerosive velocities through the protected stream buffers,
except for sites 2 and 3. The design submitted for these sites is approved as described in your
correspondence dated October 12, 2000.
2. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of
Completion Form" to notify DWQ when all work included in the 101 Certification has been completed.
The responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the
Division of Water Quality upon completion of the project.
3. Compensatory mitigation for impacts to wetlands shall be done for 3.09 acres (1.39 acres of impacts
requiring mitigation at a replacement ratio of approximately 2:1) of jurisdictional wetlands. 1109
linear feet of streams shall be provided at the Wiggins Mill Mitigation Sites as follows:

Mitigation Site
Habitat Acres of WL
Debited Linear Feet of
Streams
Wieains Mill
Non-Riverine 0.43
Streams 1109

Gurley Riverine Bottomland
Hardwood 2.07
Non-Riverine
Bottomland Hardwood 0.59
Total 3.09 1109
Wetlands/401 Unit 1621 %Iail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone]S6 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50?c recycled/l0% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
17
o
9
James B. Hunt, Jr., Governor
Bill Holman, Secretary NORTH CAROLINA DEFARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
4. Hazardous Spill Catch Basins shall be required for the Bloomery Swamp Crossing. The final designs
for the Hazardous Spill Catch Basins shall be submitted to the North Carolina Division of Water
Quality 401 Wetlands Unit prior to beginning construction. As-builts for the basins shall be submitted
to the North Carolina Division of Water Quality 401 Wetlands Units no later than 30 days after the
construction is completed.
5. Prior to any construction activities, the NCDOT shall submit a maintenance plan for the hazardous spill
catch basin associated with the project. The NCDOT shall be required to implement the maintenance
plan for the life of the road.
6. Pursuant to NCACI5A 2B.0233(6), sediment and erosion control devices shall not be placed in Zone 1
of any Neuse Buffer without prior approval by the NCDWQ. At this time, the NCDWQ has approved
no sediment and erosion control devices in Zone 1 anywhere on this project. Moreover, sediment and
erosion control devices shall be allowed in Zone 2 of the buffers provided that Zone 1 is not
compromised and that discharge is released as diffuse flow.
7. A delay of entry requirement is in effect for Site 2 (station number 21+00 to 22+00) and Site 3 (Station
number 33+00 to 34+00). For these areas, no work shall be performed prior to the NCDOT obtaining
appropriate right-of-way. Activities elsewhere on the project are authorized upon the effective date of
this Certification.
8. Impacts to Neuse Riparian Buffers is authorized as described below:
Site Zone 1
Impacts Zone 2
Impacts Total Impacts Total Acres of
`litigation
Required
2 0.37 0.11 0.48 1.28
3 0.48 0.17 0.65 1.70
4 0.22 0.10 0.32 N/A
6 0.29 0.06 0.35 0.96
7 0.21 0.12 0.33 0.81
8 0.12 0.09 0.21 N/A

Total 1.69 0.65 2.34 4.75
Wetlands/301 Unit 1621 'Mail Service Center Raleigh. North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 501;o reeycleil/10`'o post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
4
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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
ROAD CROSSING CERTIFICATION GENERAL CERTIFICATION FOR PROJECTS
ELIGIBLE FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 14 (ROAD
CROSSINGS), REGIONAL GENERAL PERMIT 198200031 AND NEUSE/TAR-
PAiVILICO/RANDLEMAN BUFFER RULES
This General Certification is issued in conformity with the requirements of Section 401, Public Laws 92-
500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ)
Regulations in 15A NCAC 2H, Section.0500 and 15A NCAC 2B .0200 for the discharge of fill material to
waters and wetland areas as described in 33 CFR 330 Appendix A (B) (14) of the Corps of Engineers
regulations (i.e., Nationwide Permit No. 14 and Regional General Permit 198200031) and for the Neuse,
Tar-Pamlico and Randleman Buffer
Rules (15A NCAC 2B .0233, .0259 and .0250). The category of activities shall include any fill activity for
road crossing and is limited to till less than one-third of an acre. This Certification replaces Water Quality
Certification Number 2177 issued on November 5, 1987, Water Quality Certification Number 2666 issued
on January 21, 1992, Water Quality Certification Number 2732 issued on May 1, 1992 and Water Quality
Certification Number 3103 issued on February 11, 1997. This WQC is rescinded when the Corps of
Engineers re-authorizes Nationwide
Permit 14 or Regional General Permit 198200031 when deemed appropriate by the Director of the DWQ.
The State of North Carolina certifies that the specified category of activity will not violate applicable
portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217 if conducted in
accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Proposed till or substantial modification of wetlands or waters (including streams) under this General
Certification requires application to and prior written concurrence from the Division of Water Quality;
2. In accordance with North Carolina General Statute Section 143-215.3D(e), any application for a 401
Water Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit,
one payment to both agencies shall be submitted and will be the higher of the two fees;
3. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for impacts to
streams and/or wetlands. In addition, buffer mitigation may be required for any project with Buffer
Rules in effect at the time of application. A determination of buffer, wetland and stream mitigation
requirements shall be made for any Certification for this Nationwide Permit. The most current design
and monitoring protocols from DWQ shall be followed and written plans submitted for DWQ approval
as required in those protocols;
4. For any project involving a stream re-alignment, a stream relocation plan must be included with the 401
application for written DWQ approval. Relocated stream designs should include the same dimensions,
patterns and profiles as the existing channel, to the maximum extent practical. The new channel should
be constructed in the dry and water shall not be turned into the new channel until the banks are
stabilized. Vegetation used for bank stabilization shall be limited to native woody species, and should
include establishment of a 30 toot wide wooded and an adjacent 20 foot wide vegetated buffer on both
sides of the relocated channel to the maximum extent practical. A transitional phase incorporating coir
Wetlands/401 Unit 1621 Mail Service Center Raleigh. North Carolina 27699-1621
Telephone [phone]S6 FAX [phone]
An Equal Opportunity Alfirmative Action Employer 50% recycled/ 10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
f
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
fiber and seedling establishment is allowable. Also, rip-rap may be allowed if it is necessary to maintain
the physical inte;_grity of the stream, but the applicant must provide written justification and any
calculations used to determine the extent of rip-rap coverage requested. If suitable stream mitigation is
not practical on-site, then stream impact will need to be mitigated elsewhere;
5. Impacts to any stream length in the Neuse, Tar-Pamlico and Randleman River Basins requires written
concurrence from DWQ in accordance with 15A NCAC 213.0233, 15A NCAC 2B .0259 and .0250 and
15A NCAC 2H.0500. New development activities located in the protected 50-foot wide riparian areas
(whether jurisdictional wetlands or not) within the Neuse, Tar-Pamlico and Randleman River Basins
shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 2B .0233,
15A NCAC 2B .0259 and .0250. All new development shall be located, designed, constructed, and
maintained to have minimal disturbance to protect water quality to the maximum extent practicable
through the use of best management practices. Activities listed as "exempt" from these rules do not need
to apply for written concurrence under this Certification;
6. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the
elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown to
DWQ that providing passage would be impractical. Design and placement of culverts and other
structures including temporary erosion control measures shall not be conducted in a manner that may
result in dis-equilibrium of wetlands or stream beds or banks, adjacent to or upstream and down stream
of the above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ. Additionally, when roadways, causeways or other fill
projects are constructed across FEMA-designated tloodways or wetlands, openings such as culverts or
bridges must be provided to maintain the natural hydrology of the system as well as prevent constriction
of the tloodway that may result in destabilization of streams or wetlands;
7. If this Certification is used to access building sites, all lots owned by the applicant must be buildable
without additional till beyond that allowed under other General Certifications. Deed restrictions must be
placed on the remaining wetlands and streams on these lots to restrict future wetland and stream till.
DWQ shall be sent copies of all deed restrictions applied to these lots;
That appropriate sediment and erosion control practices which equal or exceed those outlined in the
most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual"
or the "North Carolina Surface Mining Manual" whichever is more appropriate (available from the
Division of Land Resources (DLR) in the DENR Regional or Central Offices) shall be in full
compliance with all specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to assure compliance with the appropriate
turbidity water quality standard;
9. All sediment and erosion control measures placed in wetlands or waters shall be removed and the natural
grade restored within two months after the Division of Land Resources has released the project;
10. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the
state until the concrete has hardened;
Wetlands/301 Unit 1621 Mail Service Center Raleigh. North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50170 recycIc l/10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
4 Q
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9 L.L1_1 _.: l UR
NORTH CAROLINA DEFARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
I I.This Certification shall be utilized for roads from natural high ground to natural high ground. The
Certification for Nationwide Permit 18 may not be used in conjunction with this Certification to create
high aground for road access;
12.If an environmental document is required, this Certification is not valid until a Finding of No Significant
Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse. All water quality-
related conditions of the FONSI or ROD shall become conditions of this Certification;
13. That additional site-specific conditions may be added to projects proposed under this Certification in
order to ensure compliance with all applicable water quality and effluent standards;
14. When written concurrence is required, the applicant is required to use the enclosed "Certification of
Completion Form" to notify DWQ when all work included in the 401 Certification has been completed;
15. Concurrence from DWQ that this Certification applies to an individual project shall expire three years
from the date of the cover letter from DWQ or on the same day as the expiration date of the
corresponding Nationwide Permit 14 and Regional General Permit 198200031 whichever is sooner.
Non-compliance with or violation of the conditions herein set forth by a specific fill project may result in
revocation of this Certification for the project and may also result in criminal and/or civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for individual certification for any project in this category of activity, if it is determined that the
project is likely to have a significant adverse effect upon water quality or degrade the waters so that existing
uses of the wetland, stream or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a Certification
decision if deemed in the public's best interest by the Director of the North Carolina Division of Water
Quality.
Effective date: 1 June 2000
DIVISION OF WATER QUALITY
By
Kerr T. Stevens
Director
WQC # 3289
Wetlands/ 401 Unit 1621 Mail Service Center Raleigh. North Carolina 27699-1621
Telephone [phone]S6 FAY 733-9959
An Equal Opportunity Affirmative Action Employer 50% recycfed/1017o post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
DWQ Project No.:
Applicant:
4 ©® ?.
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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
County:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 301 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC,
27699-1621. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the
project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 101 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Date:
Engineer's Certification
Partial Final
I, as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in
Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
,z
4 p o
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L.•f
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature
Registration No.
Date
Wetlands/401 Unit 1621 Mail Service Center Raleigh. North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal opportunity Atfirmative Action Employer 50`,o recycled/10% post consumer paper
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S-I'A I'D-: of., NOR"1,11 CARULINA
DE IARI'MEN-I' Ol?'I'RANSPOR"I-A'I'ION
,,.,JANik:S-, I WN I JR. PA). ISOX 25201. RA1,I:1611. N.C. 27611-5201
1; r-
- I
1.
- I
U.S. Airmy Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Nel1Se Road
Suite 120
Raleigh, NC 27615
ATTN: Mr. Eric Alsmeyer
NCDOI' Coordinator
Dear Sir:
AUgIISt 25, 2000
D),\vlu NICCOY
51:C'RI I'ARY
00030l
SUBJECT: SUPPLEMENTAL INFORMATION TO TILE PERMIT APPLICA'T'ION FOR
WIDEN[ IN WILSON COUNTY. TIP U-3=172.
Attached is a supplement to the application packet for the subject project. NCDOT
proposes to widen NC 42 from a two-lane roadway to a multi-lane facility from Interstate 95 to
SR 1 165 (Forest [fills Road) in Wilson. This Supplement provides quantities for additional
temporary impacts to surface waters and riparian buffers not previously submitted. At the
request of USAGE and NCDWQ, updated tables detailing the sources ofcompensatory
mitigation for the project are also provided. Information describing the effects of raising the
elevation of the roadway to reduce impacts to Neuse riparian buflers is also detailed below.
Jurisdictional Surface Waters. In order to construct the bridge over Bloomery Swamp
(Site 8), a temporary workpad will need to be utilized. The placement of this workpad will result
in the temporary fill ol'0.03 ac. of'surface water and 0.05 ac. ofriparian buffer (0.03 ac. Gone 1,
0.02 ac Zone 2). The workpad will be constructed by placing Class If rip rap on a geo-textile
fabric. Both the rip rap and gco-textile fabric will be removed after construction is completed
and the riparian buffer adjacent to the stream will be revegetated.
Mitigation - Jurisdictional Wetlands. The project will impact 1.89 acres of jurisdictional
wetlands. NCDOT proposes to offer 0.43 ac. of non-riverine wetland restoration at a 2:1 ratio
from the Wiggins Mill Mitigation Site in Wilson County. NCDOT proposes to offer the
remaining 2.07 ac. of riverine wetland restoration at a 1.5:1 ratio (per the mitigation plan) and
0.59 ac. of non-riverine wetland restoration at a 2:1 ratio from the Gurley Mitigation Site in
Green County.
Mitigation - Surface Waters. Four stream crossings will have impacts that exceed 150
linear feet (Sites 2, 3, 4, and 6) however, only three crossings (Sites 2, 3, and 6) will impact
perennial, biologically significant streams. NCDOT proposes to offer 1,109 linear ft of stream
restoration from the Wiggins Mill Mitigation Site for these three impacts.
'T'able 1. Led(er for (lie WiLY-ins Mill Mitigation Site
Stream Restoration
(Linear Feet) Riparian Buffer
Mitigation(acres)
Beginning amount 7,020 11.31
Debited for TIP R-1023 A13 & B 2,284 --
Debitcd For TI P R-1030 3,380 --
Debited for TI P U-3472 1,109 4.75
Remaining amount 247 6.56
"fable 2. LFdger for the Wim!ins Mill Mitigation Site
Bottomland Hardwood
(Riverine acres)
Ratio 1:1 Bottomland Hardwood
(Non-Riverine acres)
Ratio 1:1
Beginning amount . 45.00 39.00
Debited for TIP R-1030 18.00 34.04
Debited liar TIP U-3472 --- 0.44
Remaining amount 27.00 4.52
Table 3. Ledger for the Garlev Mitigation Site
Bottomland Hardwood
(Riverine acres)
Ratio 1.5:1 Bottomland Hardwood
(Non-Riverine acres)
Ratio 2:1
Beginning amount 48.6 56.2
Debited for TIP R-525 D 1.48 1.08
Debited for TIP R-1023 AB & 13 15.47 34.58
Debited for TIP B-3070 1.19 ---
Debited for TIP R-2001 B --- 8.29
Debited for TIP R-2719 BA --- 7.9
Debited for TIP R-525 G --- 3.76
Debited for TIP U-3472 2.07 0.59
Debited for TIP R-1030 18.56 ---
Remaining amount 9.83 0.0
NCDOT requests that the following information be included in the NCDWQ "Finding of
Fact" as required for the consideration of a Minor Variance for impacts to Neuse Riparian
E3uff'crs. As currently designed, the project would have two stormwatcr ditches through riparian
buffers and directly discharging into surface waters. NCDOT was asked to provide information
that explained the results of increasing the elevation in the two areas where the stormwater
ditches are located. This information is provided below.
2
NCDOT Design Services estimated the total cost of raising the grade is $400,000, which
includes 15% F & C. The estimate included additional till, extending pipes, a double barrel
culvert, and full depth pavement verses wedging. Once the fill gets to a certain depth, full depth
pavement is used which also increased the cost.
NCDOT Right of Way provided the status Of the parcels which would be aftected by raising
the grade through the two buffer locations. All six parcels that would be impacted have been
settled. Raising the grade on parcel 6 would be a definite relocation, which would take 8-10
months. This would mean a delay of entry on that parcel The right of way agent feels going
back and getting additional casements Could nlean condemnation. At the first location, we
impact parcel 6 by impacting the well at -L- Sta. 18+64 (Rt.). A "Do Not Disturb" note had been
placed on the designs, but raising the grade would impact the well due to it's location on tile
slope stake line. This means the property owner will have to be compensated for a new well in
addition to the easement.
Parcel 8 at -L- Sta. 22+20 (Lt.) would now involve taking the house. It was outside ofthe
easement before, however raising the elevation would impact the home. Also a barn at -I..- Sta.
22+20 (Rt.) would be impacted. There are 10 parcels which will be affected in order to maintain
an 80 knl/h -V value. Most of the parcels are settled or in condemnation.
The following is a summary of the impacts to raising the grade:
I ) The additional construction Cost to raise the grade at the 2 locations was estimated to be
+$400,000.
2) The change in grade results III second takings on six parcels already settled. One of the
second takings would result in a relocation. It Is the Division Right of Way Agent's
opinion that any ofthe additional takings would result in condemnation.
3) Impacts to surface waters would increase by 20 ft and approximately 2000 ft'
(0.05 ac) of additional riparian buffers would occur.
4) The project would be delayed 5-10 months.
The previous permit application requested Section -104 Nationwide: Permits 14, 3, and
General Permit 31. It is requested that the temporary impacts to surface waters (Site 8) be
permitted under Nationwide Permit 33. By copy of this letter, NCDOT is also requesting a 401
General Water Quality Certification from the NCDWQ. If you have any questions or need any
additional information, please contact Mr. Chris Rivenbark at (919) 733-95 13.
Sincerely,
?ZlC William D. Gilmore, P.E., Manager
Project Development and Environmental Analysis Branch
WDG/tiler

cc: Mr. David Franklin, COE
Mr. John Dorncy, NCDWQ
Mr. David Cox, NCWRC
Mr. Garland PardUC. I JSFWS
N{rs. Dcbbie Barbour, P.E., Desion Services
Mr. Calvin LCLoctt. P.E., Procraiil Design
Mr. John Alford. P.E., Roadway Design
Mr. A. L. Flankins, P.E., Ilydraulics
Mr. Tim Roundtrce. P.l .. StructUrc Design
Mr. Randy Wisc. P.l... Roadside Environmental
Mrs. Wendy OgIsbec, P.E.. Division 4 (nbincer
4
DE:t•1 TD:
ED:
N:1T[ONWIDE PERMIT REQUESTED (PRO':?[DE: HATI(XIWID'E PERMIT II) : 14, 3, GP31
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET).
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL
MANAGEMENT (SEE AGENCY ADDRESSES S11EET). PLEASE PRINT.
1. OWNERS NAME: N.C. Dept of Transportation, PD&EA
2. MAILING ADDRESS: 15,18 Mail Service Center
SUBDIVISION NAME:
CITY: Raleigh STATE: NC ZIP CODE: 27699
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK): 919-733-3141
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE: CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER:
Bill Gilmore, P.E. Manager
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS
TOPOGRAPHIC MAP OR AERIAL PI{OTOGRAPHY WITH SCALE):
COUNTY: Wilson NEAREST TOWN OR CITY: Wilson
I
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.
NC 42 Erom I-95 Lo SR 1165 (Forest Hills Drive)
6. IMPACTED OR NEAREST STREAM/RIVER: Bloomery Swamp, Shepards Branch
RIVER BASIN: Neuse
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW),
WATER SUPPLY (WS-I OR WS-II)? YES [ ] NO [XJ IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)?YES[ ] NO[X]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO (XI IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL, INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [X] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 94.
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT
SITE:
2.0
2
10a. NUMBER OF ACRES OF TIETLANDS IMPACTED BY THE, PROPOSED PROJECT BY:
FILLING: 1.51 EXCAVATION: 0. 17

FLOODING:
DRAINAGE:
OTHER: Undercut 0.02, Mech.Clearing 0.19
TOTAL ACRES TO BE IMPACTED: 1.89
1Ub. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: varies (see Ann IirAtinn I PT AFTE
WIDTH BEFORE (based on normal high water contours)
WIDTH AFTER: varies (see application) FT
R. n
n/a FT
AVERAGE DEPTH BEFORE: varies (see application) FT AFTER: n/a
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER: Temporary fill (0.05 acre)
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY) :
Crane, bull dozers, heavy duty trucks
13. PURPOSE OF PROPOSED WORK:
Public transportation
FT
3
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY RUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
Widening of the existing highway will require till in some wetlands
within the project area. Slopes in jurisdictional wetlands will be
at 2:1.
I5. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) 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 AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: see EA (ATTACH RESPONSES FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: see FA
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE
OF PUBLIC (STATE) LAND?
YES [X] NO [ ] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN
ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH
CAROLINA ENVIRONMENTAL POLICY ACT?
YES [X) NO ( J see EA
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [X] NO ( ) see EA
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4
PROPERTY OWNER
SITE " OWNER'S NAME ADDRESS
SITE 1 [ASH LEE HARRISON 1625 %IIDDLESEX RD.
WILSON, NC 26105
.. .. ...............................
..............................
JANE BOYKIN BARBEE ........
8" RALEIGH RD
WILSON. NC 27843
SITE 2 DONALD GRAY PULCHUM 5439 NC 42 W
WILSON, NC 27893
SITE 3 GURNEY CARROLL DEANS S218 NC 42 W
WILSON, NC 27693
......... ................................
..
..............................
JUDY D. WADSWORTH .
61 WILDWOOD CIRCLE
FLETCHER. NC 28732
.......................................
.
..............................
JERRY O.HOWELL ...
..
I= NC 42 W

.............................. WILSON.NC 27893
.............................................
MARY ANN LBOTIIN $207 NC 42 W
WILSON.NC 27695
SITE 4 RUBY S.BOYKIN 13" TAMHAVEN LANE
.. ANN B. M.CONNELL MIDLOTHIAN. VA 23113
...............
.
..............................
PHILLIP WILLIAMSON .
............................
4716 BARTWOOD DR.
RALEIGH. NC 27413
SITE S WILLIAM LILES 1709 BOXBURG DR.
WILSON.NC 276"
..............................
WILLIAM R. W M.LIAMSON .............................................
P.O. BOX 3508
WILSON.NC 27693
..............................
GEORGE M.JOYNER .............................................
$014 NC 42 W
WILSON, NC 276"
SITE 4 WILLIAM LILES 1709 BOXBURG DR.
WILSON.NC 276"
.....
..
..............................
MILTON WELLLAMSON .
.....................................
4144 NC 42 W
SADIE WILLIAMSON WILSON.NC 278"
SITE 7 DAVID MOORE 2004 ELLINGTON DR.

..
.....
................
. WILSON.NC 27694
.........................................
...
..
.
..
.
WILLIAM LILES .
1709 BOXBURG DR.

.............................. WILSON. NC 27693
.............................................
JOSEPH WATSON 3600 BROWNING PLACE.
RALEIGH. NC 27409
SITE 6 AJ. NICHOLS 702 GLENDALE DR.

.............................. WILSON. NC 27893
.............................................
WILEY T. WILLiAM.SON.JR. ROUTE 4 - BOX U41L
NASHVILLE-NC 276"
N. C. DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
PROJECT: 81340801 - U-U72
SHEET 13 OF 13 FEB UA Y 2000

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SITE MAP
95
ajll(1
SITE,
BE PR JECT
Lambs 42 i
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Filmore
S 2
\ TE 3 -
Scotts l 95
SITE 4
^SITE S _
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J
ESERVOIR ?o
END ?
301 a PROJEC , --/
Q
Dixie WILSON A r7 \ I
17 N. C. DEPT. OF TRANSPORTATION
264 DIVISION OF HIGHWAYS
l?y \ WILSON COUNTY
C ?/ PROJECT: 8.1340801 U-3472
1941
? qp
264
I o \ ? / 301
SHEET 3 OF 13 FEBRUARY 2000
LEGEND
---WLB-- WETLAND BOUNDARY
X LIVE STAKES
X
X
X
X
WETLAND c2D BOULDER
DENOTES FILL IN --- COIR FIBER ROLLS
® WETLAND
5 ADJACENT PROPERTY OWNER
® DENOTES FILL IN OR PARCEL NUMBER
SURFACE WATER
® DENOTES FILL IN
PROPOSED BRIDGE
SURFACE WATER
(POND)
® DENOTES TEMPORARY
FILL IN WETLAND PROPOSED BOX CULVERT
DENOTES EXCAVATION
® IN WETLAND PROPOSED PIPE CULVERT

E?M DENOTES TEMPORARY (DASHED LINES DENOTE
FILL IN SURFACE WATER EXISTNG STRUCTURES)
•. ?• • • DENOTES MECHANIZED
• CLEARING
0
SINGLE TREE
f- ?- FLOW DIRECTION
TB__ TOP OF BANK
- - WE EDGE OF WATER
C PROP. LIMIT OF CUT
-F PROP. LIMIT OF FILL
-?- PROP. RIGHT OF WAY
NG NATURAL GROUND
- PL - PROPERTY LINE
-TOE- TEMP.DRAINAGE
EASEMENT
-POE- PERMANENT DRAINAGE
EASEMENT
-EAB- EXIST. ENDANGERED
ANIMAL BOUNDARY
-EPB- EXIST. ENDANGERED
PLANT BOUNDARY
WOODS LINE
t7m?

DRAINAGE INLET
ROOTWAD
VANE
RIP RAP
RIP RAP ENERGY
OISSIPATOR BASIN
-- - WATER SURFACE
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
PROJECT: 8.1340801 - U-3472
VICINITY N1 A
LAW
?r WILSON
L -? : ..
i
- ?_
U ? '\ C
PRO/ACTS ,
! - \
LO CATi
oh N. C. DEPT. OF TRANSPORTATION
A! DIVISION OF HIGHWAYS
• Lu A - -
` r Y WILSON COUNTY
a
PROJECT; 8.1340801 U-3472
iCAU
SHEET 1 OF 13 FEBRUARY 1000
13. THE FOLLOWING ITEMS SHOULD BE INCLUDED WL'I'H THIL? APPLICF,TION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAE' SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERT'C (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21,
26, 29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE
PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 RICE{ EQUALS
50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
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. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
Residential and agriculture
t. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
N/A
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
/l C
OWNER'S/AGENT'S SIGNATURE
i
DATE
(AGENT'S SIGNATURE VALID ONLY
IF' AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
5
I
n ySENt a?
? o o OAA V O •
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201. RALEIGH, N.C. 27611-5201 DAVID MCCOY
GOVERNOR SECRETARY
June 1, 2000
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road
Suite 120
Raleigh, NC 27615
ATTN: Mr. Eric Alsmeyer
NCDOT Coordinator
Dear Sir:
i
SUBJECT: NATIONWIDE PERMITS 14, 3, AND GENERAL PERMIT 31
APPLICATION TO WIDEN NC 42 IN WILSON COUNTY. TIP U-3472.
Attached is the application packet for the subject project. NCDOT proposes to
widen NC 42 from a two-lane roadway to a multi-lane facility from Interstate 95 to SR
1165 (Forest Hills Road) in Wilson. The project is approximately 5.2 miles in length. A
four-lane divided roadway using a 18.0 ft median is proposed from Interstate 95 to the
future US 264 interchange. A five-lane facility with curb and gutter is proposed from US
264 to SR 1165 (Forest Hills Road). The proposed right-of-way ranges from 100 ft to
170 ft for the project. The analysis of alternatives and the environmental impacts are
discussed in an Environmental Assessment and Finding Of No Significant Impact signed,
December 7, 1998 and July 8, 1999, respectively.
ENVIRONMENTAL IMPACTS
Jurisdictional Wetlands. The project will impact five wetlands and five surface
waters. Wetland delineations were conducted by NCDOT biologists using the criteria
specified in the 19871987 Cotes of Engineers Wetland Delineation Manual. Engineers Wetland Delineation Manual. Wetlands were
verified by the United States Army Corps of Engineers (USACE) on September 8, 1999.
In addition, the Division of Water Quality (DWQ) rating system was applied to each
wetland site. Each wetland was also classified according to the United States Fish and
Wildlife Service wetland classification (Cowardin, 1979) system. Table 1 shows the
wetland communities, quality analysis, and acres of impact for each while Table 2
itemizes the surface water impacts.
7?0 -0
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i
TABLE 1. U-3472 Wetland Communities, Quality Analysis, ana i otai impacts
P,j 4
Site Cowardin
Classification DWQ
Rating Riverine Acres
Impacted Non-Riverine Acres
Impacted
1 PF04/1 A 41 0.18
4 PFO 1 C 27 0.39
5 PFO1C 18 0.33
F 6 PFO 1 C 44 0.29
8 PFO1 C 61 0.70
TOTAL 1.38 0.51
PF04/1 A- Pnimtrine Fnrected Needle-Leaved/ Rmad-heaved Temnorarilv Flooded
PFO I C - Palustrine Forested Broad-Leaved Deciduous Seasonally Flooded
The wetland vegetation was similar throughout the project. The forested sites
(PFO1 C) supported basically the same vegetation, but in different successional stages.
The herbaceous and vine layers contain sedges (Cyperus spp.), soft rush (Juncus effusus),
giant cane (Arundinaria gigantia), and smartweed (Polygonum sp.). Tree species
included black willow (Salix nigra), sweet gum (Liquidambar styraciflua), red maple
(Ater rubrum), loblolly pine (Pinus taeda) and water oak (Quercus phellos).
The "Acres Impacted" columns in Tables l reflects permanent fill, excavation,
and undercut mechanized clearing in wetlands and are further itemized in the summary
sheet (sheet 12 of 13). The total wetland impacts for the project are 1.89 acres. Method
III clearing, which is clearing 10 ft beyond the fill slope stakes, will be used throughout
the project. Due to design constraints imposed by elevation, sites 1 and 8 had to be
designed with ditches cut into, but not through the wetlands. This is expected to increase
flow into the wetlands, therefore will not have a draining effect on these wetlands. These
impacts were included with excavation totals for the footprint of the ditch only. Since,
highway runoff is being directed into these wetlands therefore adding waterflow through
non-erosive forces, the wetlands will not be drained as a result of the proposed project.
Jurisdictional Surface Waters: Table 2 lists the linear feet of channel loss for each
stream determined to be jurisdictional and requiring mitigation. Details for all
jurisdictional impacts are also listed on the summary sheet with the permit drawings
(sheet 12 of 13). The total impacts for jurisdictional surface waters associated with the
project is 997.3 linear feet. Compensatory mitigation will be offered for 554.5 linear feet.
2
1
TABLE 2. U-3472 Surface Water Impacts Requiring Mitigation
Site Water Body DWQ Index Total Structure Permit
Number Impacts Type
(linear ft)
2 Unnamed tributary to 27-86-(4.5) 154.3 pipe NWP 14
Contentnea Creek culvert
3 Unnamed tributary to 27-86-(4.5) 183.7 box GP 31
Contentnea Creek culvert
6 Shepard's Branch 27-86-(5.7) 216.5 box NWP 14
culvert
TOTALS 554.5
? P DO,,
The totals provided in Table 2 do not include 200 ft of channel clean-out at Site 2.
We request that this activity be permitted under a NWP 3 for maintenance of an existing
structure. The work done at this site will remove sediment deposited in the channel,
provide more stable banks as-well-as revegetation along the banks. Therefore, we are not
proposing compensatory mitigation for this activity.
The N.C. Division of Water Quality has requested the installation of hazardous
spill catch basins at the Bloomery Swamp crossing due to the location of the project
which lies in a protected water supply. The Bloomery Swamp crossing will be crossed
by a bridge (NW 14) and will not require a causeway during construction. NCDOT's
Best Management Practices (BMP) for the Protection of Surface Waters will be strictly
enforced throughout the construction stage of the project. Design Standards in Sensitive
Watersheds .0024 NCAC Title 15A. provisions to preclude contamination by toxic
substances must be strictly enforced.
Threatened And Endangered Species. The following species are listed as
threatened or endangered in the respective counties: A Biological Conclusion of No
Effect has been reached for each of the following species. Concurrence from the US Fish
and Wildlife Service was issued for red-cockaded woodpecker and Michaux's sumac on
April 27, 1999 and for dwarf wedge mussel on May 16, 2000.
• Red-cockaded woodpecker (Picoides borealis). Endangered.
• Dwarf wedge mussel (Alasmidonta heterodon). Endangered.
• Michaux's sumac (Rhus michauxii). Endangered
Cultural Resources. There is one historic site, the Contentnea Primitive Baptist
Church, that was found to be eligible for the National Register of Historic Places. The
project will not require the acquisition of property within the historic boundaries of the
church. The project, as proposed, will cause no adverse effect on the historic property.
This determination was issued by the State Historic Preservation Office (SHPO) on April
23, 1999. There is one known archaeological site, 31 WL224, within the proposed project.
A site evaluation has being conducted and results have been forwarded to SHPO.
7A
Concurrence from SHPO has not been received as of the date of the permit application,
however this correspondence will be provided to the appropriate agencies when it
becomes available.
Avoidance. The NCDOT is committed to incorporating all reasonable and
practicable design features to avoid and minimize wetland impacts, and to provide full
compensatory mitigation of all remaining wetland impacts. Avoidance measures were
taken during the planning and EA/FONSI phases; minimization measures were
incorporated as part of the project design.
AVOIDANCE: All wetland areas not affected by the project will be protected
from unnecessary encroachment.
1. No staging of construction equipment or storage of construction supplies will
be allowed in wetlands or near surface waters.
2. The bridge over Bloomery Swamp (Site 8) will be lengthened by 65.6 ft
compared to that of the existing span.
MINIMIZATION: Minimization includes the examination of appropriate and
practicable steps to reduce the adverse impacts. Minimization techniques were
implemented as follows:
1. Slopes: Fill slopes in wetlands are at a 2:1 ratio.
2. Best Management Practices: Strict enforcement of sedimentation and erosion
control Best Management Practices (BMP) for the protection of surface waters
and wetlands will be enforced.
3. Existing Facility: NC 42 is an existing facility which will be widened as
opposed to new location.
4. Channel Clean-out: Site 2 has 200 ft of channel clean-out to remove sediment
deposit to ensure adequate drainage on the property upstream of the structure.
This section of the stream will also be revegetated after bank stabilization is
completed.
Mitigation - Jurisdictional Wetlands. The project will impact 1.89 acres of
jurisdictional wetlands. NCDOT proposes to offer 3.78 ac for wetland mitigation from
Wiggins Mill Mitigation Site in Wilson County. Resource agencies have reviewed the
mitigation plan. There are 4.96 acres of Bottomland Hardwood (Non-Riverine) wetlands
and 8.44 acres of Bottomland Hardwood (Riverine) wetlands available from this site.
Tables 3 and 4 reflect a full accounting of the site.
4
1
Mitigation - Surface Waters. Four stream crossings will have impacts that exceed
150 linear feet (Sites 2, 3, 4, and 6) however, only three crossings (Sites 2, 3, and 6) will
impact perennial, biologically significant streams. NCDOT proposes to offer stream
restoration from the 1,936 linear ft available from the Wiggins Mill Mitigation Site for
these three impacts.
Table 3. Ledger for the Wiggins Mill Mitigation Site
Stream Restoration
(Linear Feet) Riparian Buffer
Mitigation(acres)
Beginning amount 7,600 17.45
Debited for TIP R-1023 AB & B 2,284 --
Debited for TIP R-1030 3,380 --
(Proposed )Debited for TIP U-3472 1,109 4.75
Remaining amount 827 12.70
Table 4. Ledger for the Wiggins Mill Mitigation Site
Bottomland Hardwood
(Riverine acres) Bottomland Hardwood
(Non-Riverine acres)
Beginning amount 45.00 39.00
Debited for TIP R-1030 36.56 34.04
(Proposed) Debited for TIP U-3472 2.76 1.02
Remaining amount 5.68 3.94
Neuse Riparian Buffer Rules. This project is subject to the Neuse River Riparian
Buffer Rules. Four crossings will impact greater than one third of an acre of riparian
buffer (Sites 2,3,6, and 7). Using the multiplier for mitigation impacts to Zone 1 [impacts
X 3) and Zone 2 (impacts X 1.5) yields 4.06 ac and 0.69 ac respectively]. NCDOT
proposes to offer buffer mitigation from the Wiggins Mill Mitigation Site. Impacts to
Zones 1 and 2 are shown on the plan sheets and are quantified in the Table 5.
Table 5. Summary of Impacts to Neuse Riparian Buffer Zones
Site Zone 1 impacts (ac) Zone 2 impacts (ac) Total Impacts (ac) Total Mitigation
Required (ac)
2 0.37 0.11 0.48 1.28
3 0.48 0.17 0.65 1.70
4 0.22 0.10 0.32 N/A
6 0.29 0.06 0.35 0.96
7 0.21 0.12 0.33 0.81
8 0.12 0.09 0.21 N/A
Total 1.69 0.65 2.34 4.75
It is requested that these activities will be permitted under Section 404
Nationwide Permits 14, 3 and General Permit 31. By copy of this letter, we are also
requesting a 401 General Water Quality Certification as well as an Authorization
Certificate for Neuse Riparian Buffer impacts from the NC Division of Water Quality.
Please find attached a copy of the check to the NC Division of Water Quality for the 401
G
Certification fee in the amount of $475.00. If you have any questions or need any
additional information, please contact Mr. Chris Rivenbark at [phone].
Sincerely,
William D. Gilmore, P.E., Manager
Project Development and Environmental Analysis Branch
WDG/mcr
cc: Mr. David Franklin, COE
Mr. John Dorney, NCDWQ
Mr. David Cox, NCWRC
Mr. Garland Pardue, USFWS
Mrs. Debbie Barbour, P.E., Design Services
Mr. Calvin Leggett, P.E., Program Design
Mr. John Alford, P.E., Roadway Design
Mr. A. L. Hankins, P.E., Hydraulics
Mr. Tim Roundtree, P.E., Structure Design
Mr. Randy Wise, P.E., Roadside Environmental
Mrs. Wendy Oglsbee, P.E., Division 4 Engineer
Mr. Jeff Ingham, P.E., PD & EA
6

000801
DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 14, 3, GP31
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET).
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL
MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: N.C. Dept of Transportation, PD&EA
2. MAILING ADDRESS: P.O. Box 25201
SUBDIVISION NAME:
CITY: Raleigh STATE: NC ZIP CODE: 27611
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK): 919-733-3141
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER:
Bill Gilmore, P.E. Manaqer
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS
TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Wilson NEAREST TOWN OR CITY: Wilson

I
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
NC 42 from I-95 to SR 1165 (Forest Hills Drive)
6. IMPACTED OR NEAREST STREAM/RIVER: Bloomery Swamp, Shepards Branch
RIVER BASIN: Neuse
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW),
WATER SUPPLY (WS-I OR WS-II)? YES [ ] NO [X] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)?YES[ ] NO[X]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [X] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [X] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND:
.5
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT
SITE:
2.0
2
1
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 1.51 EXCAVATION: 0.17
FLOODING: OTHER: Undercut 0.02, Mech.Clearing 0.19
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 1.89
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: varies (see application) FT AFTER: n/a
WIDTH BEFORE (based on normal high water contours):
WIDTH AFTER: varies (see application) FT
n/a FT
AVERAGE DEPTH BEFORE: varies (see application)FT AFTER: n/a
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY):
Crane, bull dozers, heavv dutv trucks
13. PURPOSE OF PROPOSED WORK:
Public transportation
FT
3
1
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
Widening of the existing highway will require fill in some wetlands
within the project area Slopes in jurisdictional wetlands will be
at 2.1.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) 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 AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: see EA (ATTACH RESPONSES FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: see EA
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE
OF PUBLIC (STATE) LAND?
YES [X] NO [ ] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN
ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH
CAROLINA ENVIRONMENTAL POLICY ACT?
YES [X] NO [ ] see EA
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [X] NO [ ] see EA
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4

18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21,
26, 29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE
PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS
50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
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. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
Residential and agriculture
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
N/A
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/AGENT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
-?ojo
DATE
5
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SHEET 1 OF 13 FEBRUARY 2000
11
LEGEND
--WLB- WETLAND BOUNDARY
XXXXX
CD
LIVE STAKES
* WETLAND
L
® DENOTES FILL IN
WETLAND
® DENOTES FILL
SURFACE WATER
R
® DENOTES FILL IN
SURFACE WATER
(POND)
® DENOTES TEMPORARY
FILL IN WETLAND
® DENOTES EXCAVATION
IN WETLAND
DENOTES TEMPORARY
W
FILL IN SURFACE WATER
• DENOTES MECHANIZED
• CLEARING
E- F FLOW DIRECTION
TB? TOP OF BANK
- - WE EDGE OF WATER
C PROP. LIMIT OF CUT
-F PROP. LIMIT OF FILL
A- PROP. RIGHT OF WAY
NG ND
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- PL - PROPERTY LINE
- TDE - TEMP. DRAINAGE
EASEMENT
-PDE- PERMANENT DRAINAGE
EASEMENT
-EAB- EXIST. ENDANGERED
ANIMAL BOUNDARY
-EPB- EXIST. ENDANGERED
PLANT BOUNDARY
0 - - - WATER SURFACE
BOULDER
COIR FIBER ROLLS
O ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
T:::? PROPOSED BRIDGE
PROPOSED BOX CULVERT
PROPOSED PIPE CULVERT
(DASHED LINES DENOTE
EXISTNG STRUCTURES)
0 SINGLE TREE
r^L r"L?`l-r"Lr"L WOODS LINE
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0
DRAINAGE INLET
ROOTWAD
VANE
RIP RAP
RIP RAP ENERGY
DISSIPATOR BASIN
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
PROJECT: 8.1340801 - U-3472
SITE MAP
95 _ ? J ?- allJll J
SIy
BEG PR JECT
42 i I
Lambs I -* a? O
Crossroads ?
Filmore
ITE 2 ?
Scotts 3 95 1
ITE 4
SHE 5 ,
Branch
SITE > r ??
MMAAD SITES
SURFACE WATER I
sITTiS IL ' ,
SITE17
42
WIGGINS SITE 264
MILL - ` j
ESERVO/R
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264 N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
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301
SHEET 3 OF 13 FEBRUARY 20001

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PROPERTY OWNER
SITE " OWNER'S NAME ADDRESS
SITE 1 LASH LEE HARRISON 462S MIDDLESEX RD.
W ILSON, NC 28106
............................
.
......................• .......
JANE BOYKIN BARBEE .
.......... .
806 RALEIGH RD
WILSON,NC 27893
SITE 2 DONALD GRAY FULCRUM 5139 NC 42 W
WILSON, NC 27893
SITE 3 GURNEY CARROLL DEANS 5218 NC 42 W
WILSON, NC 27893
...............................
.................................
JUDY D. WADSWORTH ...........
61 WILDWOOD CIRCLE
FLETCHER. NC 28732
...................................
.
.................................
JERRY O.HOWELL .....
.
S23S NC 42 W

.... WILSON, NC 27893
......................... ...........
.............................
MARY ANN L BOYLIN 5207 NC 42 W
WILSON.NC 27693
SITE 4 RUBY S.BOYKIN 1390 TAMHAVEN LANE
./.ANN B.M.CONNELL MIDLOTHIAN,VA 23113
..................
............................••--.
PHILLIP WILLIAMSON .......................
4716 BARTWOOD DR.
RALEIGH, NC 27613
SITE S WILLIAM LILES 1709 BOXBURG DR.
WILSON, NC 27893

.....
...........
.................................
WILLIAM R. WILLIAMSON ...................... ...
P. 0. BOX 3608
WILSON, NC 27893
.....
.
.................................
GEORGE M. JOYNER .
.............................. ....
SOIL NC 42 W
WILSON, NC 27993
SITE 6 WILLIAM LILES 1709 BOXBURG DR.
WILSON,NC 27893
. --• --.... .................................
MILTON WILLIAMSON 4164 NC 42 W
SADIE WILLIAMSON WILSON, NC 27893
SITE 7 DAVID MOORE 2004 ELLINGTON DR.

....... WILSON. NC 27896
........ ...............--...............
..... .......................
WILLIAM LILES 1709 BOXBURG DR.
WILSON, NC 27893
......................................
...................................
JOSEPH WATSON ..
3600 BROWNING PLACE.
RALEIGH. NC 27609
SITE 8 AJ. NICHOLS 702 GLENDALE DR.
WILSON, NC 27693
..................................•-
...................................
WILEY T.WILLIAMSON.JR. ....
ROUTE 4 - BOX U6E.
NASHVILLE, NC 27866
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
PROJECT. 81340801 - U-3472
SHEET 13 OF 13
State of North Carolina
Department of Environment
and Natural Resources V2
Division of Water Quality
A
James B. Hunt, Jr., Governor NCDENR
Bill Holman, Secretary Kerr T. Stevens, Director
July 11, 2000
Mr. Bill Gilmore, P.E., Manager
Planning and Environmental Branch
North Carolina Department of Transportation
P.O. Box 25201
Raleigh, North Carolina, 27611
Re: Permit Application for NC 42 in Wilson County
DWQ No. 000801; T.I.P. No. U-3472.
Dear Mr. Gilmore:
The Division of Water Quality has reviewed your submittal for a 401 Water Quality Certification for the
aforementioned project. Review of your application revealed it lacking necessary information required for
making an informed permit decision. The permit application was deficient in the following areas:
The permit application proposes to construct new ditches through protected riparian buffers at Sites 2 and 3.
As presently designed, the project would require a variance from the existing Neuse Riparian Buffer Rules
(NCAC 15A 213.0233). Prior to requesting either a minor or major variance from the referenced rules, the
DOT will need to demonstrate that no practical alternative to the present design is possible. Consequently,
the DWQ formally requests additional information that presents the engineering rationale describing why no
other alternative to the present design exists. If it is deemed that no practical alternative exists to present
design, the DWQ will work with the DOT to obtain an appropriate variance from the rules.
Therefore, pursuant to 15A NCAC 2h .0507(a)(4), we will have to place the permit application on hold until
we are supplied the necessary information. Furthermore, until the information is received by the NC
Division of Water Quality, we request (by copy of this letter) that the US Army Corps of Engineers place
the permit application on hold.
Hopefully, we can work together to expedite the processing of your permit application. If you have any
questions or require additional information, please contact John Hennessy at 919-733-5694.
Sincerely,
J n R. Dorney
ter Quality Cc i " ation Program
cc: Steve Mitchell, DWQ Raleigh Regional Office
Eric Alsmeyer, USACE
Central Files
C:AncdotA11-3472\correspondenceA000801hld.doc
Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 1014, post consumer paper
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STATE OF NORTII CAROLINA
DEPAIR"I,MENT OF TRANSPORTATION
.>w
??;lf-p I:S B. IILNI JR. P.O BOX 25-0I. R:\LI:IGII. N.C. 2761 I-i201
GoveRNOK
• t?
Army Corps of Engineers
r-Raleigh Regulatory Field Office
6508 Falls of Neuse Road
Suite 120
Raleigh, NC 27615
ATTN: Mr. Eric Alsmeyer
NCDOT Coordinator
Dear Sir:
AUgIISt 25, 2000
D-\vlu 1NI000Y
SR REi*ARY
Oo6 b'0 I
SUBJECT: SUPPLEMENTAL INFORMATION TO T[ If; PERMCf APPLICATION FOR
WIDENI I 42 IN WILSON COUNTY. TIP U-3472.
Attached is a supplement to the application packet for the subject project. NCDOT
proposes to widen NC 42 from a two-lane roadway to a multi-lane facility from Interstate 95 to
SR 1 165 (Forest [fills Road) in Wilson. -fills supplement provides quantities for additional
temporary impacts to surtace waters and riparian buffers not previously submitted. At the
request of USAGE and NCDWQ, updated tables detailing the sources ofcompensatory
mitigation for the project are also provided. Information describing the effects of raising the
elevation of the roadway to reduce impacts to Neuse riparian buffers is also detailed below.
Jurisdictional Surface Waters. In order to construct the bridge over Bloomery Swamp
(Site 8), a temporary workpad will need to be utilized. The placement of this workpad will result
in the temporary fill of 0.03 ac. of surface water and 0.05 ac. ofriparian buffer (0.03 ac. Zone 1,
0.02 ac Zone 2). The workpad will be constructed by placing Class 11 rip rap on a geo-textile
fabric. Both the rip rap and geo-textile fabric will be removed after construction is completed
and the riparian buffer adjacent to the stream will be revegetated.
Mitigation - Jurisdictional Wetlands. The project will impact 1.89 acres ofjurisdictional
wetlands. NCDOT proposes to offer 0.=43 ac. of non-riverine wetland restoration at a 2:1 ratio
from the Wiggins Mill Mitigation Site in Wilson County. NCDOT proposes to offer the
remaining 2.07 ac. of riverine wetland restoration at a 1.5:1 ratio (per the mitigation plan) and
0.59 ac. of non-riverine wetland restoration at a 2:1 ratio from the Gurley Mitigation Site in
Green County.
It
Ntitigataon - Surface Waters. lour stream crossings will have impacts that exceed 150
linear feet (Sites 2, 3, 4, and 6) however, only three crossings (Sites 2, 3, and 6) will impact
perennial, biologically significant streams. NCDOT proposes to offer 1,109 linear ft ofstreani
restoration from the Wiggins N,fill Mitigation Site for these three impacts.
Table 1. Led(-,er for the WiL,!,ius Mill miti(*ntinn
Stream Restoration
(Linear Feet) Riparian Buffer
Mitigation(acres)
Beginning amount 7,020 1 1.31
Debited for TIP R-1023 A13 & B 2,284
Debited For 'I'll, R-1030 3,380 --
Debited for I'll' U-3,172 1,109 4.75
Remaining amount 2,17 6.56
Table 2. Ledmer for the Wins=ins Mill Mitiantirnn Citn
Bottomland Hardwood
(Riverine acres)
Ratio 1:1 Bottomland Hardwood
(Non-Riverine acres)
Ratio 1:1
Beginning amount . 45.00 39.00
Debited for TIP R-1030 18.00 34.04
Debited for TIP U-3472 ___ 0 44
Remaining amount 27.00 4,52
Table 3. Ledger for the Gurlev Mitiasarinn 4itr
Bottomland Hardwood
(Riverine acres)
Ratio 1.5:1 Bottomland Hardwood
(Non-Riverine acres)
Ratio 2:1
Beginning amount 48.6 56.2
Debited for TIP R-525 D 1.48 1.08
Debited for TIP R-1023 AB & 13 15.47 34.58
Debited for TIP B-3070 1.19
Debited for TIP R-2001 B --- 8.29
Debited for TIP R-2719 BA ___ 7.9
Debited for TIP R-525 G --- 3.76
Debited for TIP U-3472 2.07 0.59
Debited for TIP R-1030 18.56 ___
Remaining amount 9.83 0.0
NCDOT requests that the following information be included in the NCDWQ "Finding of
Fact" as required for the consideration of a Minor Variance for impacts to Neuse Riparian
Buffers. As currently designed, the project would have two stormwater ditches through riparian
buffers and directly discharging into surface waters. NCDOT was asked to provide information
that explained the results of increasing the elevation in the two areas where the stormwater
ditches are located. This information is provided below.
2
NCDOT Design Services estimated the total cost of'raisin' the grade is $400,000, which
includes 15% E & C. The estimate included additional lilt, extending pipes, a double barrel
culvert, and full depth pavement verses wedging. Once the fill gets to a certain depth, full depth
pavement is used which also increased the cost.
NCDOT Right of Way provided the Scala, ofthe parcels %%hicll would be affected by raising
the grade through the two buffer locations. All six parcels that WOUld be impacted have been
settled. Raising the grade on parcel 6 would be a definite relocation, which would take 8-10
months. This would mean a delay of entry on that parcel The right of way agent feels going
back and getting additional easements could mean condemnation. At the first location, we
impact parcel 6 by impacting the well at -L- Sta. 18+64 (Rt.). A "Do Not Disturb" note had been
placed on the designs, but raising the grade would inlpact the well due to it's location on the
slope stake line. This means the property owner will have to be compensated for a new well in
addition to the easement.
Parcel 8 at -L- Sta. 22+20 (Lt.) WOUld now involve taking the house. It WaS OutSide Of the
easement before, however raising the elevation WOUld impact the home. Also a barn at -L- Sta.
22+20 (Rt.) would be impacted. "There arc 10 parcels which will be affected in order to maintain
an 80 knl/h `'k" value. Most of the parcels are settled or in condemnation.
The following is a summary of the impacts to raising the grade:
I ) The additional construction cost to raise the grade at the 2 locations was estimated to be
+$400,000.
2) The change in grade reSUlts in second takings on six parcels already settled. One of the
second takings would result in a relocation. It is the Division Right of Way Agent's
opinion that any ofthe additional takings Would result ul Condenlllatlon.
3) Inlpacts to surface waters would increase by 20 ft and approximately 2000 R'
(0.05 ac) ofadditional riparian buffers WOUld OCCUr.
4) Tile project would be delayed 8-10 months.
The previous permit application requested Section 404 Nationwide: Permits 14, 3, and
General Permit 31. It is requested that the temporary impacts to surface waters (Site 8) be
permitted under Nationwide Permit 33. By copy of this letter, NCDOT is also requesting a 401
General Water Quality Certification from the NCDWQ. If you have any questions or need any
additional information, please contact Mr. Chris Rivenbark at (919) 733-95 l3.
Sincerely,
5Z'£ William D. Gilmore, P.E., Manager
Project Development and Environmental Analysis Branch
WDG/mcr

cc: Mr. David Franklin, COL;
Mr. John Dorncy, NCDWQ
Mr. David Cox, NC WRC
Mr. Garland Pardue, i 1SFWS
Nirs. Debbie Barbour, P.E., I)esign Services
Mr. Calvin Leggett. P.E., Program Design
Mr. John Alford, P.E., Roadway Design
Mr. A. L. Hankins, P.E., Elydraulics
Mr. Tim Roundtrec, P.I.. Structure Design
Mr. Randy Wisc. P.H.. Roadside Environmental
Mrs. Wendy Oglsbce, P.E., Division 4 Engineer
4

DEN ID: CURI'? ACTION ID:
NATIONT,JIDE PERMIT REQUESTED (PRO'/[DE NATIONWIDE PERMPT I)) : 14, 3, GP31
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET).
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL
MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: N.C. DepL of Transportation, PD&EA
2. MAILING ADDRESS: 1549 Mail Service Center
SUBDIVISION NAME:
CITY: Raleiqh STATE: NC ZIP CODE: 27699
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK): 919-733-3141
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER:
Bill Gilmore, P.E. Manaqer
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS
TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Wilson NEAREST TOWN OR CITY: Wilson

1
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.
NC 42 from I-95 to SR 1165 (Forest Hills Drive)
6. IMPACTED OR NEAREST STREAM/RIVER: Bloomery Swamp, Shepards Branch
RIVER BASIN: Neuse
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SAL'T'WATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW),
WATER SUPPLY (WS-I OR WS-II)? YES [ j NO [XI IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)?YES[ I NO[Xj
7c. IF THE PROJECT IS LOCATED WITHIN A COAS'T'AL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ j NO [XI IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL, INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ j NO [Xj IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 94.5
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT
SITE:
2.0
2

l0a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 1.51 EXCAVATION: 0.17
FLOODING: OTHER.: Undercut 0.02, Mech.Clearing 0.19
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 1.89
lub. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: varies (see application) FT AFTER: n/a
WIDTH BEFORE (based on normal high water contours): n/a FT
WIDTH AFTER: varies (see application) FT
AVERAGE DEPTH BEFORE: varies (see application)FT AFTER: n/a
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER: Temporary fill (0.05 acre)
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND"?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK: INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY) :
Crane, bull dozers, heavy duty trucks
13. PURPOSE OF PROPOSED WORK:
Public transportation
FT
3
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
Widening of the existing highway will require fill in some wetlands
within the project area. Slopes i.n jurisdictional wetlands will be
at 2:1.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) 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 AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: see EA (ATTACH RESPONSES FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: see EA
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE
OF PUBLIC (STATE) LAND?
YES [X1 NO [ ] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN
ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH
CAROLINA ENVIRONMENTAL POLICY ACT?
YES [X] NO [ ) see EA
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [X] NO ( I see EA
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICA'T'ION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WE'T'LANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21,
26, 29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE
PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS
50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALEN'T'.
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. ATTACH A COPY OF' THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
Residential and agriculture
t. Ir- APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
N/A
q. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.

OWNER'S/AGENT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF' AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))

DATE
5
VICINITY A'
stray
- ?..?
I'll WiLSON
v A
aloolft
-PRO CT ?ao?wr /
LO TI/ -
ro.. rn ,
V
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
l-N• \c O BUY N E =?
` k r Y WILSON COUNTY
9
PROJECT: 8.1310801 U-5472
SCAU
_ w?
SHEET 1 OF 13 FEBRUARY 2000
LEGEND
'- WLB--? WETLAND BOUNDARY
XXXXX
LIVE STAKES C?D
WETLAND
?--W L
® DENOTES FILL IN
WETLAND
® DENOTES FILL
SURFACE WATER
R
® DENOTES FILL
SURFACE WATER
R
(POND)
® DENOTES TEMPORARY
FILL IN WETLAND
® DENOTES EXCAVATION
IN WETLAND
HNDENOTES TEMPORARY
FILL IN SURFACE WATER
•• DENOTES MECHANIZED
• CLEARING
{- ?-- FLOW DIRECTION
TB
-L- TOP OF BANK
WE EDGE OF WATER
C PROP. LIMIT OF CUT
-F PROP. LIMIT OF FILL
-?-- PROP. RIGHT OF WAY

NG - NATURAL GROUND
PL- - PROPERTY LINE
- TOE - TEMP.DRAINAGE
EASEMENT
-POE- PERMANENT DRAINAGE
EASEMENT
-EAB- EXIST. ENDANGERED
ANIMAL BOUNDARY
-EPB- EXIST. ENDANGERED
PLANT BOUNDARY
y -- - WATER SURFACE
BOULDER
-- COIR FIBER ROLLS
O ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
PROPOSED BRIDGE
PROPOSED BOX CULVERT
PROPOSED PIPE CULVERT
(DASHED LINES DENOTE
EXISTNG STRUCTURES)
0 SINGLE TREE
WOODS LINE

DRAINAGE INLET
ROOTWAO
VANE
RIP RAP
RIP RAP ENERGY
OISSIPATOR BASIN
N. C. DEPT- OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
PROJECT: 8.1540801 - U-3472
SITE MAP
ss
S7-1
BEG PR JECT
42 i
Lambs O
Crossroads
o l
Filmore
ITE 2
\ TE 3 ( -
Scotts J ,
SITE 4 95
SITE 5
Bra
5 ?
SITE 1 -
W57L+,m SITES
ss ? ;
¦ SURFACE WATER
SITES 'SITE 7 --? U) /
? 42
WIGGINS SITE'1? - ems' 264
MILL
ESERVOIR t` o
END
301 4 PROJEC , --/
Q (?`
Dixie WILSON r7 \ I
17 N. C. DEPT. OF TRANSPORTATION
264 DIVISION OF HIGHWAYS
WILSON COUNTY
i ?/ PROJECT: 8.1340801 U-3472
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PROPERTY OWNER
SITE OWNER'S NAME ADDRESS
SITE 1 [ASH LEE HARRLSON 4625 MIDDLESEX RD.
WILSON.NC 2&105
..................................... .. ...............................
JANE BOYKIN BARBEE 806 RALEIGH RD
WILSON. NC 27893
SITE 2 DONALD GRAY FULCHUM 5439 NC 42 W
WILSON, NC 27893
SITE 3 GURNEY CARROLL DEANS 5218 NC 42 W
WILSON. NC 27693
...................................
..
.................................
JUDY D. WADSWORTH ....
.
61 WILDWOOD CIRCLE

. FLETCHER. NC 28732
..........................................
................................
JERRY O.HOWELL 5235 NC 42 W

................................. WILSON.NC 27843
..........................................
MARY ANN L BOYLIN S207 NC 42 W
WILSON.NC 27693
SITE 4 RUBY S.BOYXIN 1390 TAMHAVEN LANE
.. ANN B.M.CONNELL MIDLOTHIAN. VA 23US
..........
.................................
PHELLIP WILLIAM-SON ................................
4716 BARTWOOD DR.
RALEIGH. NC 27613
SITE S WILLIAM LILES 1709 BOXBURG DR.
WILSON.NC 27993
.................................
WILLIAM R. W ILLIAMSON ..........................................
P.O. BOX 3508
WILSON. NC 27893
.................................
GEORGE M.JOYNER ..........................................
5014 NC 42 W
WILSON. NC 27993
SITE 6 WILLIAM LILES

................................
MILTON WII,LIAMSON
SADIE WILLIAMSON 1709 BOXBURG DR.
W ILSON. NC 27993
...........................................
4164 NC 42 W
WILSON. NC 27993
SITE 7 DAVID MOORE 2004 ELLINGTON DR.

................................ WILSON. NC 276%
...........................................
WILLIAM LILES 1709 BOXBURG DR

................................ WILSON. NC 27993
...........................................
JOSEPH WATSON 34M BROWNING PLACE.
RALEIGH. NC 27609
SITE 8 A-1.NICHOLS 702 GLENDALE DR.

................................. WILSON. NC 27993
..........................................
WILEY T. WILLLAMSON.JR. ROUTE 4 - BOX 1165
NASHVILLE. NC 27956

i
SWE
r ?s
ST,\ L- OF NORTH CAROLINA
DEPARTMENT OF TRANS POWFATION
itz?,1
J:\,,,u;s B. IIUNI JR
GOVERNOR
PA). HOX 35'0I. P-A1,1;IUII. N.c. 3761 I-i?UI
Army Corps ol'Engineers
eigh Regulatory Field Office
-? 65P8 falls of Neuse Road
....au i to 120
Raleigh, NC 27615
\TTN: Ivlr. Eric Alsmeyer
NCDOT Coordinator
Dear Sir:
.August 25, 2000
D.AVI[) 1*V1000Y
SFCRI: FARY
?0090 (
SUBJECT: SUPPLEL•1?1-AL INFORMATION TO TI IF. PERMIT APPLICATION FOR
WIDENING NC 42 IN WILSON COUNTY. T11, U-3=472.
Attached is a supplement to the application packet for the subject project. NCDOT
proposes to widen NC 42 from a two-lane roadway to a multi-lane facility from Interstate 95 to
SR 1 165 (Forest !Mills Road) in Wilson. This supplement provides quantities for additional
temporary impacts to surface waters and riparian buffers not previously submitted. At the
request of USACE and NCDWQ, updated tables detailing the sources ofcompensatory
mitigation for the project are also provided. Information describing the effects of raising the
elevation ofthe roadway to reduce impacts to Neuse riparian buffcrs is also detailed below.
Jurisdictional Surtace Waters. In order to construct the bridge over Bloomery Swamp
(Site 8), a temporary workpad will need to be utilized. The placement ofthis workpad will result
in the temporary fill of 0.03 ac. of'surface water and 0.05 ac. of riparian bUf er (0.03 ac. Zone 1,
0.02 ac "Lone 2). The workpad will be constructed by placing Class 11 rip rap on a geo-textile
fabric. Both the rip rap and geo-textile fabric will be removed after construction is completed
and the riparian buffer adjacent to the stream will be revegetated.
Mitigation - Jurisdictional Wetlands. The project will impact 1.89 acres ofjurisdictional
wetlands. NCDOT proposes to offer 0.43 ac. of non-riverine wetland restoration at a 2:1 ratio
from the Wiggins Mill Mitigation Site in Wilson County. NCDOT proposes to offer the
remaining 2.07 ac. of riverine wetland restoration at a 1.5:1 ratio (per the mitigation plan) and
0.59 ac. of non-riverine wetland restoration at a 2:1 ratio from the Gurley Mitigation Site in
Green County.

Mitigation - SUrface Waters. Four stream crossings will have impacts that exceed 150
linear feet (Sites 2, 3. 4, and 6) however, only three crossings (Sites 2, 3, and 6) will impact
perennial, biologically significant streams. NCDOT proposes to offer 1,109 linear ft of stream
restoration from the Wiggins Mill Mitigation Site for these three impacts.
Table 1. Ledi-yer for llte Wi«<,ins ivlill hiitivation Sire,
Stream Restoration
(Linear Feet) Riparian Buffer
Mitigation(acres)
Beginning amount 7,020 1 1.31
Debited for TIP R-1023 A13 & B 2,284
Debited for I'll) R-1030 3,380
Debited for TI P U-3172 1,109 4.75
Remaining amount 247 6.56
Table 2. Ledler for the Wivvins Mill Mitiontinn Sito
Bottomland Hardwood
(Riverine acres)
Ratio 1:1 Bottomland Hardwood
(Non-Riverine acres)
Ratio 1:1
Beginning amount . 45.00 39.00
Debited for Ti P R-1030 18.00 34.04
Debited fir TIP U-3472 ___ 0.44
Remaining amount 27.00 4.52
Table 3. Ledlcr for the Gurlev Mitivatimi Siti,
Bottomland Hardwood
(Riverine acres)
Ratio 1.5:1 Bottomland Hardwood
(Non-Riverine acres)
Ratio 2:1
Beginning amount 48.6 56.2
Debited for TI I' R-525 D 1.48 1.08
Debited for TIP R-1023 AB & B 15.17 34.58
Debited for T11' B-3070 1.19
Debited for TIP 1t-2001 B --- 8.29
Debited for TIP R-2719 BA --- 7.9
Debited for TIP R-525 G --- 3.76
Debited for TI 11 U-3472 2.07 0.59
Debited for TI 11 R-1030 18.56
Remaining amount 9.83 0.0
NCDOT requests that the following information be included in the NCDWQ "Finding of
Fact" as required for the consideration of a Minor Variance for impacts to Neuse Riparian
Buffers. As currently designed, the project would have two stormwater ditches through riparian
buffers and directly discharging into surface waters. NCDOT was asked to provide information
that explained the results of increasing the elevation in the two areas where the stormwater
ditches are located. This information is provided below.
2
NCDOT Design Services estimated the total cost of raising the grade is $=400,000, which
includes 15% Ii & C. The estimate included additional till, extending pipes, a double barrel
culvert, and full depth pavement verses wedging. Once the fill gets to a certain depth, full depth
pavement is used which also increased the cost.
NCDOT Right of Way provided the status of the parcels which would be affected by raising
the grade through the two buffer locations. All six parcels that would be impacted have been
settled. Raising the grade on parcel 6 would be a definite relocation, which would take 8-10
months. This would mean a delay of entry on that parcel The right of way agent feels goings
back and getting additional easements could mean condemnation. At the first location, we
impact parcel 6 by impacting the well at -L- Sta. 18+64 (Rt.). A 'Do Not Disturb" note had been
placed on the designs, but raising the grade would impact the well due to it's location on the
slope stake line. This means the property owner will have to be compensated for a new well in
addition to the easement.
Parcel 8 at -L- Sta. 22+20 (Lt.) would now involve taking the house. It was outside of the
easement before, however raising the elevation would impact the home. Also a barn at -L- Sta.
22+20 (Rt.) would be impacted. There are 10 parcels which will be affected in order to maintain
an 80 km/h "k" value. Most of the parcels are settled or in condemnation.
The following is a summary of the impacts to raising the grade:
I ) The additional construction cost to raise the grade at the 2 locations was estimated to be
+$400,000.
2) The change in grade results in second takings on six parcels already settled. One of the
second takings would result in a relocation. It is the Division Right of Way Agent's
opinion that any ofthe additional takings would result in condemnation.
3) impacts to surface waters would increase by 20 ft and approximately 2000 tt'
(0.05 ac) of additional riparian buffers would occur.
4) The project would be delayed 8-10 months.
The previous permit application requestcd Section -104 Nationwide Permits 14, 3, and
General Permit 31. It is requested that the temporary impacts to surface waters (Site 8) be
permitted under Nationwide Permit 33. By copy of this letter, NCDOT is also requesting a 401
General Water Quality Certification from the NCDWQ. If you have any questions or need any
additional information, please contact Mr. Chris Rivenbark at (919) 733-95 13.
Sincerely,
5Z?C William D. Gilmore, P.E., Manager
Project Development and Environmental Analysis Branch
WDG/mcr

cc: Mr. David Franklin, COL;
Mr. John Dorncy, NCDWQ
Mr. David Cox, NCWRC
Mr. Garland Pardue, USFWS
Mrs. Debbie Barbour, [I.E., Design Services
Mr. Calvin Leggett. P.Fl.. Program Design
Mr. John Alford, P.L., Roadway Design
Mr. A. L. Hankins. P.E., Ilydraulics
Mr. Tim Roundt-ee, PA"... Structure Design
Mr. Randy Wisc. P.E.. Roadside Fnvironmcntal
Mrs. Wendy Oglsbce, P.E., Division 4 Engineer
4
DEN TD:
C'AE' ?,C".'ION ID:
NATIONWIDE PERHIT REQUES'T'ED (PlZJ"[DE N'T[ON,•JIDE PERM['[' 4) : 14, 3, GP31
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET).
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL
MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: N.C. Dept of Transportation, PD&EA
2. MAILING ADDRESS: 1548 Mail Service Center
SUBDIVISION NAME:
CITY: Raleigh STATE: NC ZIP CODE: _ 27699
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK): 919-733-3141
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER:
Bill Gilmore, P.E. Manager
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS
TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Wilson NEAREST TOWN OR CITY: Wilson
I
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.
NC 42 from I-95 to SR 1165 (Forest Hills Drive)
6. IMPACTED OR NEAREST STREAM/RIVER: Bloomer.y Swamp, Shepards Branch
RIVER BASIN: Neuse
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALT'WAT'ER
(SA.), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW),
WATER SUPPLY (WS-I OR WS-II)? YES [ ] NO [XJ IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)?YES( ] NO[X]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [X) IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION) :
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ I NO [X] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 94.5
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT
SITE:
2.0
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 1.51 EXCAVATION: 0.17
FLOODING: OTHER: Undercut 0.02, Mech.Clearing 0.19
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 1.89
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: varies (see application) FT AFTER: n/a
WIDTH BEFORE (based on normal high water contours): n/a FT
WIDTH AFTER: varies (see application) FT
AVERAGE DEPTH BEFORE: varies (see application)FT AFTER: n/a
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER: Temporary fill (0.05 acre)
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND'?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 112" X 11" DRAWINGS
ONLY) :
Crane, bull dozers, heavy duty trucks
13. PURPOSE OF PROPOSED WORK:
Public transportation
FT
3
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
Widening of the existing highway will require fill in some wetlands
within the project area. Slopes in jurisdictional wetlands will be
at 2:1.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) 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 AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: see EA (ATTACH RESPONSES FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: see EA
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE
OF PUBLIC (STATE) LAND?
YES [XI NO [ ] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN
ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH
CAROLINA ENVIRONMENTAL POLICY ACT?
YES [X] NO [ ] see EA
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [X] NO ( ] see EA
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4
L8. THE FOLLOWING ITEMS SHOULD BE INCLUDED ;1ITH TH:j APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE; PERMIT NUMBERS 14, L8, 21,
26, 29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE
PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS
50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
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. A'TT'ACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY.'
KeslaenLlal and agriculLure
it' APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
N/A
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/AGENT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))

DATE
5
VICINITY
`MISON
/ ,, I etTT
1
r I ? \
?U PRO C? ?rso.aw
LO 77
l
,, °"?
?c oy ?• I N. C. DEPT. OF TRANSPORTATION
14
DIVISION OF HIGHWAYS
• Lu N ? N. ?c ? ?UY N E
N T Y WILSON COUNTY
i /
B
PROJECT: 8.1340801 U-3472
soul
SHEET 1 OF 13 FEBRUARY 2000
LEGEND
-WL13 WETLAND BOUNDARY
L
- WETLAND
L
® DENOTES FILL IN
WETLAND
® DENOTES FILL
SURFACE WATER
R
® DENOTES FILL IN
SURFACE WATER
(POND)
® DENOTES TEMPORARY
FILL IN WETLAND
® DENOTES EXCAVATION
IN WETLAND
DMDENOTES TEMPORARY
FILL IN SURFACE WATER
• DENOTES MECHANIZED
•• • • • CLEARING
XXXXX
a
LIVE STAKES
-F-- E- FLOW DIRECTION
T8
-1 TOP OF BANK
WE EDGE OF WATER
C PROP. LIMIT OF CUT
-? PROP. LIMIT OF FILL
--?-- PROP. RIGHT OF WAY
NG NATURAL GROUND
PL - PROPERTY LINE
-TOE- TEMP.DRAINAGE
EASEMENT
-POE- PERMANENT DRAINAGE
EASEMENT
-EAB- EXIST. ENDANGERED
ANIMAL BOUNDARY
-EPB- EXIST. ENDANGERED
PLANT BOUNDARY
-- - WATER SURFACE
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
BOULDER
-- COIR FIBER ROLLS
O ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
PROPOSED BRIDGE
PROPOSED BOX CULVERT
?? PROPOSED PIPE CULVERT
(DASHED LINES DENOTE
EXISTNG STRUCTURES)
0 SINGLE TREE
WOODS LINE
¦ DRAINAGE INLET
ROOTWAD
VANE
RIP RAP
RIP RAP ENERGY
DISSIPATOR BASIN
PROJECT: 8.1340801 - U-3472
SITE IIIAP
ss -awn
SITES
BEG APR JECT
116
Lambs )( ?? 42 i I
Crossroads '
Filmore i
ITE 2
? T,E 3
Scoffs ?95
IFE 4 \ l
SITE S
Bro
SITE \ -
• WbTIAND SITES
\ Ss
¦ SURFACE WATER I
srrES IL ? "
SITE 7 -? /
42 ?W S?a?P
WIGGINS SITE 264
MILL - ` J
SERVO/ END ?
301 PROJEC , -?
Q
Dixie WILSON l r7 \ I
E3 N. C. DEPT. OF TRANSPORTATION
264 DIVISION OF HIGHWAYS
-,n
l f? \ WILSON COUNTY
? /
C PROJECT: 8.1340801 U-3472
Cb
264
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PROPERTY OWNER
SITE • OWNER'S NAME ADDRESS
SITE 1 [ASH LEE HARRISON 1625 MIDDLESEX RD.
WILSON, NC 2910.5
. . . . . . . . . . . . .
..................
.
..............................
JANE BOYXIN BARBEE .
...........
806 RALEIGH RD
WILSON, NC 27893
SITE 1 DONALD GRAY FULCHUM S439 NC 12 w
WILSON, NC 27893
SITE 3 GURNEY CARROLL DEANS S218 NC 12 W
WILSON. NC 27893
. . . . . . . . . . . . .
....... ... ............
..
..............................
JUDY D. WADSWORTH .......
.
61 WILDWOOD CIRCLE
FLETCHER. NC 28732
...............................
.
..............................
JERRY O. HOWELL ..........
...
1215 NC IS W

.............................. WILSON. NC 27893
.............................................
MARY ANN LBOTXIN S207 NC 12 W
wILSON. NC 27691
SITE 4 RUBY S.BOYKIN 1390 TAMHAVEN LANE
./. ANN B. M.CONNELL MIDLOTHIAN. VA 25113
..............
..............................
PHILLIP WILLIA.MSON ...............................
4716 BARTWOOD DR.
RALEIGH, NC 27611
SITE S WILLIAM LILES 1709 BOXBURG DR.
WILSON. NC 27893
.
.
..............................
WILLIAM R. WILLIAI?tSON .
..........................................
P.O. BOX 3508
WILSON.NC 27893
..............................
GEORGE M.JOYNER .............................................
5014 NC 42 W
WILSON, NC 27893
SITE 4 WILLIAM LILES 1709 BOXBURG DR.
WILSON.NC 27895
....................
.............................
MILTON W LIAMSON .........................
1164 NC 12 W
SADIE WILLIAMSON WILSON.NC 27893
SITE 7 DAVID MOORE 2004 ELLINGTON DR.

...........
. WILSON.NC 27894
.............................................
............
......
WILLIAM LILES 1709 BOXBURG DR.

....................... WILSON. NC 27893
.............................................
.......
JOSEPH WATSON 3600 BROWNING PLACE.
RALEIGH. NC 27109
SITE 8 A.J. NICHOLS 702 GLENDALE DR.

.
..... WILSON, NC 27893
.............................................
..
......................
WILEY T.WILLIAMSON.M ROUTE 4-BOX Ui&
NASHVILLE. NC 27861
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
PROJECT: 81340801 - U-3472
SHEET 13 OF ? 3 FEB UA Y 2000

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
August 20, 1999
NC-DENR
NIEMORANDUNI
To: Melba McGee
Through: John Dorne
From: John Hennessy
Subject: Comments on the FONSI for the proposed widening of NC 42 from I-95 to SR 1165 in
Wilson County (U3472), State Project No. 8.1340801, TIP Project No. U-3472, DENR
Project Number OOE-0087.
This office has reviewed the referenced document. The Division of Water Quality (DWQ) is responsible
for the issuance of the Section 401 Water Quality Certification for activities that impact Waters of the U.S.,
including wetlands. It is our understanding that the preferred alternative, as presented in the EA, will result
in an approximate impact to 3.25 acres of jurisdictional wetlands and 552 linear feet of streams. The DWQ
offers the following comments based on review of the aforementioned document:
A) At this time, the DWQ concurs with the Finding of No Significant Impact. The proposed impacts
are not of a magnitude and nature to preclude the construction of the project.
B) Prior to an issuance of the 401 Water Quality Certification, the NCDOT is respectfully reminded
that they will need to demonstrate the avoidance and minimization of impacts to wetlands (and
streams) to the maximum extent practical. Based on the impacts described in the document,
wetland mitigation will be required for this project. Should the impacts to jurisdictional wetlands
exceed 1.0 acres, mitigation may be required in accordance with NCDWQ Wetland Rules ( 15A
NCAC 2H.0506 (h)(2) ).
C) In accordance with the NCDWQ Wetlands Rules ( 15A NCAC 2H.0506(b)(6)1, mitigation will be
required for impacts of greater than 150 linear feet to any single perennial stream. In the event that
mitigation is required, the mitigation plan should be designed to replace appropriate lost functions
and values. In accordance with the NCDWQ Wetlands Rules ( 15A NCAC 2H.0506 (h)(3)), the
Wetland Restoration Program may be available for use as stream mitigation.
D) where streams must be crossed, the DWQ prefers bridges be used in lieu of culverts. However,
we realize that economic considerations often require the use of culverts. Please be advised that
culverts should be countersunk to allow unimpeded passage by fish and other aquatic organisms.
:Moreover, in areas where high quality wetlands or streams are impacted, a bridge may prove
preferable. When applicable, DOT should not install the bridge bents in the creek, to the
maximum extent practicable.
E) Sediment and erosion control measures should not be placed in wetlands.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 109a post-consumer paper
qtr. William D Gilmore memo
08/20/99
Pate 2
F) Borrow/waste areas should avoid wetlands to the maximum extent practicable. Impacts to
wetlands in borrow/waste areas could precipitate compensatory mitigation.
G) The 401 Water Quality Certification application will need to specifically address the proposed
methods for stormwater management. More specifically, stormwater should not be permitted to
discharge directly into the creek. Instead, stormwater should be designed to drain to a properly
designed stormwater detention facility/apparatus.
H) There should be a discussion on mitigation plans for unavoidable impacts. If mitigation is
required, it is preferable to present a conceptual (if not finalized) mitigation plan with the
environmental documentation. While the NCDWQ realizes that this may not always be practical,
it should be noted that for projects requiring mitigation, appropriate mitigation plans will be
required in conjunction with the issuance of a 401 Water Quality Certification.
I) Future documentation should include an itemized listing of the proposed wetland and stream
impacts with corresponding mapping.
J) Based on the information presented in the document, the magnitude of impacts to wetlands and
streams will require an Individual Permit application to the Corps of Engineers and corresponding
101 Water Quality Certification. Please be advised that a 401 Water Quality Certification requires
satisfactory protection of water quality to ensure that water quality standards are met and no
wetland or stream uses are lost. Final permit authorization will require the submittal of a formal
application by the NCDOT and written concurrence from the NCDWQ. Please be aware that any
approval will be contingent on appropriate avoidance and minimization of wettand and stream
impacts to the maximum extent practical, the development of an acceptable stormwater
management plan, and the inclusion of appropriate mitigation plans where appropriate.
The NCDWQ appreciates the opportunity to provide comments on your project. Should you have any
questions or require any additional information, please contact John Hennessy at (919) 733-694.
cc: Eric Alsmeyer, Corps of Engineers
Tom McCartney, USFWS
David Cox, NCWRC
Steve :Mitchell, NCDWQ Regional Office
C:\ncdot\TIP U3472\comments\ R-3472 FONS12 comments.doc
1
0
10 13 V STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201
GOVERNOR
June 1, 2000
9.
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road
Suite 120
Raleigh, NC 27615 W,
ATTN: Mr. Eric Alsmeyer
NCDOT Coordinator
Dear Sir:
DAVID MCCOY
SECRETARY
a5?
141A..I l
SUBJECT: NATIONWIDE PERMITS 14, 3, AND GENERAL PERMIT 31
APPLICATION TO WIDEN NC 42 IN WILSON COUNTY. TIP U-3472.
Attached is the application packet for the subject project. NCDOT proposes to
widen NC 42 from a two-lane roadway to a multi-lane facility from Interstate 95 to SR
1165 (Forest Hills Road) in Wilson. The project is approximately 5.2 miles in length. A
four-lane divided roadway using a 18.0 ft median is proposed from Interstate 95 to the
future US 264 interchange. A five-lane facility with curb and gutter is proposed from US
264 to SR 1165 (Forest Hills Road). The proposed right-of-way ranges from 100 ft to
170 ft for the project. The analysis of alternatives and the environmental impacts are
discussed in an Environmental Assessment and Finding Of No Significant Impact signed,
December 7, 1998 and July 8, 1999, respectively.
ENVIRONMENTAL IMPACTS
Jurisdictional Wetlands. The project will impact five wetlands and five surface
waters. Wetland delineations were conducted by NCDOT biologists using the criteria
specified in the 1987 Corps of Engineers Wetland Delineation Manual. Wetlands were
verified by the United States Army Corps of Engineers (USACE) on September 8, 1999.
In addition, the Division of Water Quality (DWQ) rating system was applied to each
wetland site. Each wetland was also classified according to the United States Fish and
Wildlife Service wetland classification (Cowardin, 1979) system. Table 1 shows the
wetland communities, quality analysis, and acres of impact for each while Table 2
itemizes the surface water impacts.
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TABLE 1. U-3472 Wetland Communities, Quality Analysis, and Total Impacts
Site Cowardin
Classification DWQ
Rating Riverine Acres
Impacted Non-Riverine Acres
Impacted
1 PF04/1A 41 0.18
4 PFO 1 C 27 0.39
5 PFOI C 18 0.33
6 PFO 1 C 44 0.29
8 PFO 1 C 61 0.70
TOTAL 1.38 0.51
PF04/1 A- Palustrine Forested Needle-Leaved/ Broad-Leaved Temoorarilv Flooded
PFO1 C - Palustrine Forested Broad-Leaved Deciduous Seasonally Flooded
The wetland vegetation was similar throughout the project. The forested sites
(PFO 1 C) supported basically the same vegetation, but in different successional stages.
The herbaceous and vine layers contain sedges (Cyperus spp.), soft rush (Juncus effusus),
giant cane (Arundinaria gigantia), and smartweed (Polygonum sp.). Tree species
included black willow (Salix nigra), sweet gum (Liquidambar styraciflua), red maple
(Ater rubrum), loblolly pine (Pinus taeda) and water oak (Quercus phellos).
The "Acres Impacted" columns in Tables 1 reflects permanent fill, excavation,
and undercut mechanized clearing in wetlands and are further itemized in the summary
sheet (sheet 12 of 13). The total wetland impacts for the project are 1.89 acres. Method
III clearing, which is clearing 10 ft beyond the fill slope stakes, will be used throughout
the project. Due to design constraints imposed by elevation, sites 1 and 8 had to be
designed with ditches cut into, but not through the wetlands. This is expected to increase
flow into the wetlands, therefore will not have a draining effect on these wetlands. These
impacts were included with excavation totals for the footprint of the ditch only. Since,
highway runoff is being directed into these wetlands therefore adding waterflow through
non-erosive forces, the wetlands will not be drained as a result of the proposed project.
Jurisdictional Surface Waters: Table 2 lists the linear feet of channel loss for each
stream determined to be jurisdictional and requiring mitigation. Details for all
jurisdictional impacts are also listed on the summary sheet with the permit drawings
(sheet 12 of 13). The total impacts for jurisdictional surface waters associated with the
project is 997.3 linear feet. Compensatory mitigation will be offered for 554.5 linear feet.
2
1
TARLF. 2. I1-3472 Surface Water Imnacts Reauirine Mitigation
Site Water Body DWQ Index Total Structure Permit
Number Impacts Type
(linear ft)
2 Unnamed tributary to 27-86-(4.5) 154.3 pipe NWP 14
Contentnea Creek culvert
3 Unnamed tributary to 27-86-(4.5) 183.7 box GP 31
Contentnea Creek culvert
6 Shepard's Branch 27-86-(5.7) 216.5 box NWP 14
culvert
TOTALS 554.5
The totals provided in Table 2 do not include 200 ft of channel clean-out at Site 2.
We request that this activity be permitted under a NWP 3 for maintenance of an existing
structure. The work done at this site will remove sediment deposited in the channel,
provide more stable banks as-well-as revegetation along the banks. Therefore, we are not
proposing compensatory mitigation for this activity.
The N.C. Division of Water Quality has requested the installation of hazardous
spill catch basins at the Bloomery Swamp crossing due to the location of the project
which lies in a protected water supply. The Bloomery Swamp crossing will be crossed
by a bridge (NW 14) and will not require a causeway during construction. NCDOT's
Best Management Practices (BMP) for the Protection of Surface Waters will be strictly
enforced throughout the construction stage of the project. Design Standards in Sensitive
Watersheds .0024 NCAC Title 15A. provisions to preclude contamination by toxic
substances must be strictly enforced.
Threatened And Endangered Species. The following species are listed as
threatened or endangered in the respective counties: A Biological Conclusion of No
Effect has been reached for each of the following species. Concurrence from the US Fish
and Wildlife Service was issued for red-cockaded woodpecker and Michaux's sumac on
April 27, 1999 and for dwarf wedge mussel on May 16, 2000.
• Red-cockaded woodpecker (Picoides borealis). Endangered.
• Dwarf wedge mussel (Alasmidonta heterodon). Endangered.
• Michaux's sumac (Rhus michauxii). Endangered
Cultural Resources. There is one historic site, the Contentnea Primitive Baptist
Church, that was found to be eligible for the National Register of Historic Places. The
project will not require the acquisition of property within the historic boundaries of the
church. The project, as proposed, will cause no adverse effect on the historic property.
This determination was issued by the State Historic Preservation Office (SHPO) on April
23, 1999. There is one known archaeological site, 31 WL224, within the proposed project.
A site evaluation has being conducted and results have been forwarded to SHPO.
3
1
Concurrence from SHPO has not been received as of the date of the permit application,
however this correspondence will be provided to the appropriate agencies when it
becomes available.
Avoidance. The NCDOT is committed to incorporating all reasonable and
practicable design features to avoid and minimize wetland impacts, and to provide full
compensatory mitigation of all remaining wetland impacts. Avoidance measures were
taken during the planning and EA/FONSI phases; minimization measures were
incorporated as part of the project design.
AVOIDANCE: All wetland areas not affected by the project will be protected
from unnecessary encroachment.
1. No staging of construction equipment or storage of construction supplies will
be allowed in wetlands or near surface waters.
2. The bridge over Bloomery Swamp (Site 8) will be lengthened by 65.6 ft
compared to that of the existing span.
MINIMIZATION: Minimization includes the examination of appropriate and
practicable steps to reduce the adverse impacts. Minimization techniques were
implemented as follows:
1. Slopes: Fill slopes in wetlands are at a 2:1 ratio.
2. Best Management Practices: Strict enforcement of sedimentation and erosion
control Best Management Practices (BMP) for the protection of surface waters
and wetlands will be enforced.
3. Existing Facility: NC 42 is an existing facility which will be widened as
opposed to new location.
4. Channel Clean-out: Site 2 has 200 ft of channel clean-out to remove sediment
deposit to ensure adequate drainage on the property upstream of the structure.
This section of the stream will also be revegetated after bank stabilization is
completed.
Mitigation - Jurisdictional Wetlands. The project will impact 1.89 acres of
jurisdictional wetlands. NCDOT proposes to offer 3.78 ac for wetland mitigation from
Wiggins Mill Mitigation Site in Wilson County. Resource agencies have reviewed the
mitigation plan. There are 4.96 acres of Bottomland Hardwood (Non-Riverine) wetlands
and 8.44 acres of Bottomland Hardwood (Riverine) wetlands available from this site.
Tables 3 and 4 reflect a full accounting of the site.
4
1
Mitigation - Surface Waters. Four stream crossings will have impacts that exceed
150 linear feet (Sites 2, 3, 4, and 6) however, only three crossings (Sites 2, 3, and 6) will
impact perennial, biologically significant streams. NCDOT proposes to offer stream
restoration from the 1,936 linear ft available from the Wiggins Mill Mitigation Site for
these three impacts.
Table 3. Ledger for the Wiggins Mill Mitigation Site
Stream Restoration
(Linear Feet) Riparian Buffer
Mitigation(acres)
Beginning amount 7,600 17.45
Debited for TIP R-1023 AB & B 2,284 --
Debited for TIP R-1030 3,380 --
(Proposed )Debited for TIP U-3472 1,109 4.75
Remaining amount 827 12.70
Table 4. LedSer for the Wiggins Mill Mitigation Site
Bottomland Hardwood
(Riverine acres) Bottomland Hardwood
(Non-Riverine acres)
Beginning amount 45.00 39.00
Debited for TIP R-1030 36.56 34.04
(Proposed) Debited for TIP U-3472 2.76 1.02
Remaining amount 5.68 3.94
Neuse Riparian Buffer Rules. This project is subject to the Neuse River Riparian
Buffer Rules. Four crossings will impact greater than one third of an acre of riparian
buffer (Sites 2,3,6, and 7). Using the multiplier for mitigation impacts to Zone 1 [impacts
X 3) and Zone 2 (impacts X 1.5) yields 4.06 ac and 0.69 ac respectively]. NCDOT
proposes to offer buffer mitigation from the Wiggins Mill Mitigation Site. Impacts to
Zones 1 and 2 are shown on the plan sheets and are quantified in the Table 5.
Table 5. Summarv of Impacts to Neuse Riparian Buffer Zones
Site Zone 1 impacts (ac) Zone 2 impacts (ac) Total Impacts (ac) Total Mitigation
Required (ac)
2 0.37 0.11 0.48 1.28
3 0.48 0.17 0.65 1.70
4 0.22 0.10 0.32 N/A
6 0.29 0.06 0.35 0.96
7 0.21 0.12 0.33 0.81
8 0.12 0.09 0.21 N/A
Total 1.69 0.65 2.34 4.75
It is requested that these activities will be permitted under Section 404
Nationwide Permits 14, 3 and General Permit 31. By copy of this letter, we are also
requesting a 401 General Water Quality Certification as well as an Authorization
Certificate for Neuse Riparian Buffer impacts from the NC Division of Water Quality.
Please find attached a copy of the check to the NC Division of Water Quality for the 401
5
1
Certification fee in the amount of $475.00. If you have any questions or need any
additional information, please contact Mr. Chris Rivenbark at [phone].
Sincerely, 7 ;,
, Ke ?z -
_5oiZ William D. Gilmore, P.E., Manager
Project Development and Environmental Analysis Branch
WDG/mcr
cc: Mr. David Franklin, COE
Mr. John Dorney, NCDWQ
Mr. David Cox, NCWRC
Mr. Garland Pardue, USFWS
Mrs. Debbie Barbour, P.E., Design Services
Mr. Calvin Leggett, P.E., Program Design
Mr. John Alford, P.E., Roadway Design
Mr. A. L. Hankins, P.E., Hydraulics
Mr. Tim Roundtree, P.E., Structure Design
Mr. Randy Wise, P.E., Roadside Environmental
Mrs. Wendy Oglsbee, P.E., Division 4 Engineer
Mr. Jeff Ingham, P.E., PD & EA
6
1
DEM ID: 0 0 0 8 0 1 CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 14, 3, GP31
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET).
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL
MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: N.C. Dept of Transportation, PD&EA
2. MAILING ADDRESS: P.O. Box 25201
SUBDIVISION NAME:
CITY: Raleigh STATE: NC ZIP CODE: 27611
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK): 919-733-3141
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER:
Bill Gilmore, P.E. Manager
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS
TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Wilson NEAREST TOWN OR CITY: Wilson
1
1
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
NC 42 from I-95 to SR 1165 (Forest Hills Drive)
6. IMPACTED OR NEAREST STREAM/RIVER: Bloomery Swamp, Shepards Branch
RIVER BASIN: Neuse
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW),
WATER SUPPLY (WS-I OR WS-II)? YES [ ] NO [X] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)?YES[ ] NO[X]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [X] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [X] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 94.5
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT
SITE:
2.0
2
1
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 1.51 EXCAVATION: 0.17
FLOODING: OTHER: Undercut 0.02, Mech.Clearing 0.19
DRAINAGE: TOTAL ACRES TO BE IMPACTED:
1.89
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: varies (see application) FT AFTER: n/a
WIDTH BEFORE (based on normal high water contours): n/a FT
WIDTH AFTER: varies (see application) FT
AVERAGE DEPTH BEFORE: varies (see application)FT AFTER: n/a
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY): _
Crane, bull dozers, heavy duty trucks
13. PURPOSE OF PROPOSED WORK:
Public transportation
FT
3
1
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
Widening of the existing highway will require fill in some wetlands
within the project area Slopes in jurisdictional wetlands will be
at 2:1.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) 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 AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: see EA (ATTACH RESPONSES FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: see EA
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE
OF PUBLIC (STATE) LAND?
YES [X] NO [ ] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN
ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH
CAROLINA ENVIRONMENTAL POLICY ACT?
YES [X] NO [ ] see EA
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [X] NO [ ] see EA
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4
1
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21,
26, 29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE
PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS
50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
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. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
Residential and agriculture
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPUSAL?
N/A
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/AGENT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
DATE
5
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L T Y WILSON COUNTY
PROJECT: 8.1340801 U-3472
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SHEET 1 OF 13 FEBRUARY 2000

LEGEND
---WLB-- WETLAND BOUNDARY
WETLAND
???---WWW L
® DENOTES FILL IN
WETLAND
® DENOTES FILL
SURFACE WATER
R
® DENOTES FILL IN
SURFACE WATER
(POND)
® DENOTES TEMPORARY
FILL IN WETLAND
® DENOTES EXCAVATION
IN WETLAND
DENOTES TEMPORARY
FILL IN SURFACE WATER
• DENOTES MECHANIZED
• • •• • • • CLEARING
XXXXX
a
LIVE STAKES
F F- FLOW DIRECTION
TB
TOP OF BANK
- - WE EDGE OF WATER
C PROP. LIMIT OF CUT
---F PROP. LIMIT OF FILL
A - PROP. RIGHT OF WAY
NG D
NATURAL GROUN
P-- - PROPERTY LINE
-TOE- TEMP. DRAINAGE
EASEMENT
- PDE - PERMANENT DRAINAGE
EASEMENT
-EAB- EXIST. ENDANGERED
ANIMAL BOUNDARY
-EPB- EXIST. ENDANGERED
PLANT BOUNDARY
0 - - - WATER SURFACE
BOULDER
COIR FIBER ROLLS
5 ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
PROPOSED BRIDGE
PROPOSED BOX CULVERT
PROPOSED PIPE CULVERT
(DASHED LINES DENOTE
EXISTNG STRUCTURES)
0 SINGLE TREE
r"L?"t r"'' "L WOODS LINE
0

DRAINAGE INLET
ROOTWAD
VANE
RIP RAP
RIP RAP ENERGY
DISSIPATOR BASIN
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
PROJECT: 8.1340801 - U-3472
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PROPERTY OWNER
SITE " OWNER'S NAME ADDRESS
462S MIDDLESEX RD.
SITE 1 [ASH LEE HARRISON
WILSON, NC 28106
...............................
..............................
JANE BOYKIN BARBEE .............
806 RALEIGH RD
WILSON, NC 27893
SITE 2 DONALD GRAY FULCHUM S439 NC 12 W
WILSON, NC 27893
SITE S' GURNEY CARROLL DEANS 5218 NC 12 W
WILSON, NC 27893
...............................
..............................
JUDY D. WADSWORTH ..............
61 WILDWOOD CIRCLE
FLETCHER, NC 28712
................................
..............................
JERRY O. HOWELL .............
SSSS NC 12 W

. WILSON, NC 27893
.............................................
.............................
MARY ANN L. BOTE N 5207 NC 12 W
WILSON, NC 27693
SITE 4 RUBY &BOYKIN 1390 TAMHAVEN LANE
./. ANN B. M.CONNELL MIDLOTHIAN. VA 23113
.....................
.............................
PHILLIP WILLIAMSON .........................
4716 BARTWOOD DR.
RALEIGH, NC 27613
SITE b WILLIAM LILES 1709 BOXBURG DR.
WILSON, NC 27993
.................
.............................
WILLIAM R. WILLIAMSON ......... ...................
P.O. BOX 3608
WILSON, NC 27893
......
.
..................
GEORGE M JOYNER .
......................... ............
5014 NC 42 W
WILSON, NC 27693
SITE 6 WILLIAM LILES 1709 BOXBURG DR.
WILSON,NC 27693
............................
...................................
MILTON WILLIAMSON ..... ......
4161 NC 12 W
SADIE WILLIAMSON WILSON,NC 27893
SITE 7 DAVID MOORE 2001 ELLINGTON DR.

...... WILSON, NC 27896
........................................
................... .........
WILLIAM LILES 1709 BOXBURG DR.
WILSON, NC 27893
...................................
...................................
JOSEPH WATSON .....
36M BROWNING PLACE.
RALEIGH,NC 27609
SITE 8 AJ. NICHOLS 702 GLENDALE DR.
WILSON, NC 27693
.........................
.
...................................
WILEY T.WILLL4.MS0N.JR. .............
.
ROUTE 4 - BOX 1168.
NASHVILLE, NC 27866
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
PROJECT: 81340801 - U-3472
SHEET 13 OF 13
1
. s-
.: ?.0
STATE OF NORTH CAROLINA
DEPARTWNT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201. RALEIGH, N.C. 27611-5201 DAVID MCCOY
GOVERNOR SECRETARY
June 1, 2000 O o 08 0 It
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road
c??'0 tZ,"
Suite 120
Raleigh, NC 27615 :l
ATTN: Mr. Eric Alsmeyer -,^
Nt6W
CDOT Coordinator lON
Dear Sir:
SUBJECT: NATIONWIDE PERMITS 14, 3, AND GENERAL PERMIT 31
APPLICATION TO WIDEN NC 42 IN WILSON COUNTY. TIP U-3472.
Attached is the application packet for the subject project. NCDOT proposes to
widen NC 42 from a two-lane roadway to a multi-lane facility from Interstate 95 to SR
1165 (Forest Hills Road) in Wilson. The project is approximately 5.2 miles in length. A
four-lane divided roadway using a 18.0 ft median is proposed from Interstate 95 to the
future US 264 interchange. A five-lane facility with curb and gutter is proposed from US
264 to SR 1165 (Forest Hills Road). The proposed right-of-way ranges from 100 ft to
170 ft for the project. The analysis of alternatives and the environmental impacts are
discussed in an Environmental Assessment and Finding Of No Significant Impact signed,
December 7, 1998 and July 8, 1999, respectively.
ENVIRONMENTAL IMPACTS
Jurisdictional Wetlands. The project will impact five wetlands and five surface
waters. Wetland delineations were conducted by NCDOT biologists using the criteria
specified in the 1987 Corps of Engineers Wetland Delineation Manual. Wetlands were
verified by the United States Army Corps of Engineers (USACE) on September 8, 1999.
In addition, the Division of Water Quality (DWQ) rating system was applied to each
wetland site. Each wetland was also classified according to the United States Fish and
Wildlife Service wetland classification (Cowardin, 1979) system. Table 1 shows the
wetland communities, quality analysis, and acres of impact for each while Table 2
itemizes the surface water impacts.
n
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1
TABLE 1. U-3472 Wetland Communities, Quality Analysis, and "Ibtal Impacts
Site Cowardin
Classification DWQ
Rating Riverine Acres
Impacted Non-Riverine Acres
Impacted
1 PF04/ 1 A 41 0.18
4 PFOIC 27 0.39
5 PFO1C 18 0.33
6 ' PFO 1 C 44 0.29
8 PFO 1 C 61 0.70
TOTAL 1.38 0.51
PF04/IA- Palustrine Forested Needle-Leaved/ Broad-Leaved Temporarily Flooded
PFOI C - Palustrine Forested Broad-Leaved Deciduous Seasonally Flooded
The wetland vegetation was similar throughout the project. The forested sites
(PFO1 C) supported basically the same vegetation, but in different successional stages.
The herbaceous and vine layers contain sedges (Cyperus spp.), soft rush (Juncus effusus),
giant cane (Arundinaria gigantia), and smartweed (Polygonum sp.). Tree species
included black willow (Salix nigra), sweet gum (Liquidambar styraciflua), red maple
(Acer rubrum), loblolly pine (Pinus taeda) and water oak (Quercus phellos).
The "Acres Impacted" columns in Tables 1 reflects permanent fill, excavation,
and undercut mechanized clearing in wetlands and are further itemized in the summary
sheet (sheet 12 of 13). The total wetland impacts for the project are 1.89 acres. Method
III clearing, which is clearing 10 ft beyond the fill slope stakes, will be used throughout
the project. Due to design constraints imposed by elevation, sites I and 8 had to be
designed with ditches cut into, but not through the wetlands. This is expected to increase
flow into the wetlands, therefore will not have a draining effect on these wetlands. These
impacts were included with excavation totals for the footprint of the ditch only. Since,
highway runoff is being directed into these wetlands therefore adding waterflow through
non-erosive forces, the wetlands will not be drained as a result of the proposed project.
Jurisdictional Surface Waters: Table 2 lists the linear feet of channel loss for each
stream determined to be jurisdictional and requiring mitigation. Details for all
jurisdictional impacts are also listed on the summary sheet with the permit drawings
(sheet 12 of 13). The total impacts for jurisdictional surface waters associated with the
project is 997.3 linear feet. Compensatory mitigation will be offered for 554.5 linear feet.
2
1
TABLE, 2. IJ-3472 Surface Water Impacts Reauirine Mitigation
Site Water Body DWQ Index Total Structure Permit
Number Impacts Type
(linear ft)
2 Unnamed tributary to 27-86-(4.5) 154.3 pipe NWP 14
Contentnea Creek culvert
3 Unnamed tributary to 27-86-(4.5) 183.7 box GP 31
Contentnea Creek culvert
6 Shepard's Branch 27-86-(5.7) 216.5 box NWP 14
culvert
TOTALS 554.5
The totals provided in Table 2 do not include 200 ft of channel clean-out at Site 2.
We request that this activity be permitted under a NWP 3 for maintenance of an existing
structure. The work done at this site will remove sediment deposited in the channel.
provide more stable banks as-well-as revegetation along the banks. Therefore, we are not
proposing compensatory mitigation for this activity.
The N.C. Division of Water Quality has requested the installation of hazardous
spill catch basins at the Bloomery Swamp crossing due to the location of the project
which lies in a protected water supply. The Bloomery Swamp crossing will be crossed
by a bridge (NW 14) and will not require a causeway during construction. NCDOT's
Best Management Practices (BMP) for the Protection of Surface Waters will be strictly
enforced throughout the construction stage of the project. Design Standards in Sensitive
Watersheds .0024 NCAC Title 15A. provisions to preclude contamination by toxic
substances must be strictly enforced.
Threatened And Endangered Species. The following species are listed as
threatened or endangered in the respective counties: A Biological Conclusion of No
Effect has been reached for each of the following species. Concurrence from the US Fish
and Wildlife Service was issued for red-cockaded woodpecker and Michaux's sumac on
April 27, 1999 and for dwarf wedge mussel on May 16, 2000.
• Red-cockaded woodpecker (Picoides borealis). Endangered.
• Dwarf wedge mussel (Alasmidonta heterodon). Endangered.
• Michaux's sumac (Rhus michauxii). Endangered
Cultural Resources. There is one historic site, the Contentnea Primitive Baptist
Church, that was found to be eligible for the National Register of Historic Places. The
project will not require the acquisition of property within the historic boundaries of the
church. The project, as proposed, will cause no adverse effect on the historic property.
This determination was issued by the State Historic Preservation Office (SHPO) on April
23, 1999. There is one known archaeological site, 31 WL224, within the proposed project.
A site evaluation has being conducted and results have been forwarded to SHPO.
3
1
Concurrence from SHPO has not been received as of the date of the permit application,
however this correspondence will be provided to the appropriate agencies when it
becomes available.
Avoidance. The NCDOT is committed to incorporating all reasonable and
practicable design features to avoid and minimize wetland impacts, and to provide full
compensatory mitigation of all remaining wetland impacts. Avoidance measures were
taken during the planning and EA/FONSI phases; minimization measures were
incorporated as part of the project design.
AVOIDANCE: All wetland areas not affected by the project will be protected
from unnecessary encroachment.
1. No staging of construction equipment or storage of construction supplies will
be allowed in wetlands or near surface waters.
2. The bridge over Bloomery Swamp (Site 8) will be lengthened by 65.6 ft
compared to that of the existing span.
MINIMIZATION: Minimization includes the examination of appropriate and
practicable steps to reduce the adverse impacts. Minimization techniques were
implemented as follows:
1. Slopes: Fill slopes in wetlands are at a 2:1 ratio.
2. Best Management Practices: Strict enforcement of sedimentation and erosion
control Best Management Practices (BMP) for the protection of surface waters
and wetlands will be enforced.
Existing Facility: NC 42 is an existing facility which will be widened as
opposed to new location.
4. Channel Clean-out: Site 2 has 200 ft of channel clean-out to remove sediment
deposit to ensure adequate drainage on the property upstream of the structure.
This section of the stream will also be revegetated after bank stabilization is
completed.
_Mitigation - Jurisdictional Wetlands. The project will impact 1.89 acres of
jurisdictional wetlands. NCDOT proposes to offer 3.78 ac for wetland mitigation from
Wiggins Mill Mitigation Site in Wilson County. Resource agencies have reviewed the
mitigation plan. There are 4.96 acres of Bottomland Hardwood (Non-Riverine) wetlands
and 8.44 acres of Bottomland Hardwood (Riverine) wetlands available from this site.
Tables 3 and 4 reflect a full accounting of the site.
4
1
Mitigation - Surface Waters. Four stream crossings will have impacts that exceed
150 linear feet (Sites 2, 3, 4, and 6) however, only three crossings (Sites 2, 3, and 6) will
impact perennial, biologically significant streams. NCDOT proposes to offer stream
restoration from the 1,936 linear ft available from the Wiggins Mill Mitigation Site for
these three impacts.
Table 3. Ledger for the Wiggins Mill Mitigation Site
Stream Restoration
(Linear Feet) Riparian Buffer
Mitigation(acres)
Beginning amount 7,600 17.45
Debited for TIP R-1023 AB & B 2,284 --
Debited for TIP R-1030 3,380 --
(Proposed )Debited for TIP U-3472 11109 4.75
Remaining amount 827 12.70
Table 4. Ledger for the Wiggins Mill Mitigation Site
Bottomland Hardwood
(Riverine acres) Bottomland Hardwood
(Non-Riverine acres)
Beginning amount 45.00 39.00
Debited for TIP R-1030 36.56 34.04
(Proposed) Debited for TIP U-3472 2.76 1.02
Remaining amount 5.68 3.94
Neuse Riparian Buffer Rules. This project is subject to the Neuse River Riparian
Buffer Rules. Four crossings will impact greater than one third of an acre of riparian
buffer (Sites 2,3,6, and 7). Using the multiplier for mitigation impacts to Zone 1 [impacts
X 3) and Zone 2 (impacts X 1.5) yields 4.06 ac and 0.69 ac respectively]. NCDOT
proposes to offer buffer mitigation from the Wiggins Mill Mitigation Site. Impacts to
Zones 1 and 2 are shown on the plan sheets and are quantified in the Table 5.
Table 5. Summary of Impacts to Neuse Riparian Buffer Zones
Site Zone 1 impacts (ac) Zone 2 impacts (ac) Total Impacts (ac) Total Mitigation
Required (ac)
2 0.37 0.11 0.48 1.28
3 0.48 0.17 0.65 1.70
4 0.22 0.10 0.32 N/A
6 0.29 0.06 0.35 0.96
7 0.21 0.12 0.33 0.81
8 0.12 0.09 0.21 N/A
Total 1.69 0.65 2.34 4.75
It is requested that these activities will be permitted under Section 404
Nationwide Permits 14, 3 and General Permit 31. By copy of this letter, we are also
requesting a 401 General Water Quality Certification as well as an Authorization
Certificate for Neuse Riparian Buffer impacts from the NC Division of Water Quality.
Please find attached a copy of the check to the NC Division of Water Quality for the 401
1
Certification fee in the amount of $475.00. If you have any questions or need any
additional information, please contact Mr. Chris Rivenbark at [phone].
Sincerely,
j
William D. Gilmore, P.E., Manager
Project Development and Environmental Analysis Branch
WDG/mcr
cc: Mr. David Franklin, COE
Mr. John Dorney, NCDWQ
Mr. David Cox, NCWRC
Mr. Garland Pardue, USFWS
Mrs. Debbie Barbour, P.E., Design Services
Mr. Calvin Leggett, P.E., Program Design
Mr. John Alford, P.E., Roadway Design
Mr. A. L. Hankins, P.E., Hydraulics
Mr. Tim Roundtree, P.E., Structure Design
Mr. Randy Wise, P.E., Roadside Environmental
Mrs. Wendy Oglsbee, P.E., Division 4 Engineer
Mr. Jeff Ingham, P.E., PD & EA
6

ooaa?
DEM ID: o CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 14, 3, GP31
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET).
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL
MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: N.C. Dept of Transportation, PD&EA
2. MAILING ADDRESS: P.O. Box 25201
SUBDIVISION NAME:
CITY: Raleigh STATE: NC ZIP CODE: 27611
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK): 919-733-3141
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER:
Bill Gilmore, P.E. Manaqer
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS
TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Wilson NEAREST TOWN OR CITY: Wilson

1
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
NC 42 from I-95 to SR 1165 (Forest Hills Drive)
6. IMPACTED OR NEAREST STREAM/RIVER: Bloomery Swamp, Shepards Branch
RIVER BASIN: Neuse
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW),
WATER SUPPLY (WS-I OR WS-II)? YES [ ] NO [X] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)?YES[ ] NO[X]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [X] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [X] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND:
94.5
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT
SITE:
2.0
2
1
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 1.51 EXCAVATION: 0.17
FLOODING: OTHER: Undercut 0.02, Mech.Clearing 0.19
DRAINAGE: TOTAL ACRES TO BE IMPACTED
1.89
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: varies (see application) FT AFTER: n/a
WIDTH BEFORE (based on normal high water contours): n/a FT
WIDTH AFTER: varies (see application) FT
AVERAGE DEPTH BEFORE: varies (see application)FT AFTER: n/a
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY) :
Crane. bull dozers, heavv dutv trucks
13. PURPOSE OF PROPOSED WORK:
Public transportation
3
FT

14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
Widening of the existing highway will require fill in some wetlands
within the project area Slopes in jurisdictional wetlands will be
at 2.1.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) 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 AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: see EA (ATTACH RESPONSES FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: see EA
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE
OF PUBLIC (STATE) LAND?
YES [X] NO [ ] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN
ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH
CAROLINA ENVIRONMENTAL POLICY ACT?
YES [X] NO [ ] see EA
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [X] NO [ ] see EA
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4

18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21,
26, 29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE
PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS
50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
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. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
Residential and agriculture
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
N/A
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
? ?-azl
OWNER'S/AGENT'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
5
9
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VIICI NILTY M APIA
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N. C. DEPT. OF TRANSPORTATION
No oy. N DIVISION OF HIGHWAYS
W
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L N T Y WILSON COUNTY
PROJECT: 8.1340801 U-3472
MAU
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SHEET 1 OF 13 FEBRUARY 2000
LEGEND
--WLB- WETLAND BOUNDARY
:k WETLAND
L
® DENOTES FILL IN
WETLAND
® DENOTES FILL
SURFACE WATER
R
® DENOTES FILL IN
SURFACE WATER
(POND)
® DENOTES TEMPORARY
FILL IN WETLAND
® DENOTES EXCAVATION
IN WETLAND
DENOTES TEMPORARY
FILL IN SURFACE WATER
XXXXX
a
LIVE STAKES
• DENOTES MECHANIZED
• • •• • • • CLEARING
E- ?- FLOW DIRECTION
TB
TB TOP OF BANK
- - WE EDGE OF WATER
C PROP. LIMIT OF CUT
--F PROP. LIMIT OF FILL
-- PROP. RIGHT OF WAY
NG
NATURAL GROUND

- PL - PROPERTY LINE
-TDE- TEMP. DRAINAGE
EASEMENT
-PDE- PERMANENT DRAINAGE
EASEMENT
-EAB- EXIST. ENDANGERED
ANIMAL BOUNDARY
-EPB- EXIST. ENDANGERED
PLANT BOUNDARY
0 - - - WATER SURFACE
BOULDER
COIR FIBER ROLLS
5 ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
PROPOSED BRIDGE
PROPOSED BOX CULVERT
PROPOSED PIPE CULVERT
(DASHED LINES DENOTE
EXISTNG STRUCTURES)
0 SINGLE TREE
WOODS LINE
0
.KIM
DRAINAGE INLET
ROOTWAD
VANE
RIP RAP
RIP RAP ENERGY
DISSIPATOR BASIN
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
PROJECT: 8.1340801 - U-3472

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PROPERTY OWNER
ADDRESS
SITE
OWNER'S NAME
1625 MIDDLESEX RD.
SITE 1 [ASH LEE HARRISON WILSON.NC VW06

.....
..
..............
...........
• 806 RALEIGH RD
JANE BOYTtIN BARBEE WILSON.NC 27693
5159 NC 12 W
SITE 2 DONALD GRAY pUI,CHUM WILSON. NC 27643

SITES
GURNEY CARROLL DEANS NC 12 W
5218 WILSON. NC 27893
-•
.....................•-••- ..........
.61 WILDWOOD CIRCLE
JUDY D.WADSWORTH FLETCHER. NC 26712
..
..................
--••----..
-SSSS NC 12 W
JERRY 0. HOWELL
WILSON.NC 27893
..
.
.
........................
MARY ANN L BOYLIN ..
W
I
N
WILSON, NC 27695
1390 TAM HAVEN LANE
SITE 1 RUBY g BOYLIN
./. ANN & M.CONNELL MIDLOTHIAN. V A 2311S

...........
.....
................... 1716 BARTWOOD DR
PHII.LIP WILLIAMSON RALEIGH, NC 27613
1709 BOXBURG DR.
SITES WILLIAM LILES WILSON. NC 27645
.....

................................. ..
P. O. BOX 5508
WILLIAM R WILLIAMSON WILSON, NC 27895
.......
.....
5011 NC 12 W
GEORGE M. JOYNER WILSON, NC 27695
1709 BOXBURG DR
SITE 6 WILLIAM LILES WILSON,NC 27693

MILTON WII,LIAMSON NC 12 W
1161 WILSON,NC 27693
SADIE WILLIAMSON
------
2004 ELLINGTON DR
SITE 7 DAVID MOORS WILSON,NC 27696
........

. .... ....
.............. ............
.........
1709 BOXBURG D
WILLIAM LILES WILSON, NC 2769E
...................... ....... BROWNING PLACE
JOSEPH WATSON RALEIGH. NC 27609
702 GLENDALE DR
SPCE 8 AJ.NICHOLS WILSON, NC 27695
..
..................... ................
ROUTE 1 - BOX 1161.
WILEY T. WILLIAaI.40N,JR NASHVILLE, NC 27666
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
PROJECT:81340801 - U-3472
SHEET 13 OF 13
Rt": (Fwd* [Fwd: [Fwd: U-3472 Neise"Buffet Issues]]]
Subject: Re: [Fwd: [Fwd: [Fwd: U-3472 Neuse Buffer Issues]]]
Date: Fri, 11 Aug 2000 09:33:47 -0400
From: Bob Zarzecki <[e-mail]>
To: John Dorney <[e-mail]>
CC: "john.hennessy" <[e-mail]>
Can you two meet on the 17th, next Thursday? It shouldn't take long but we need to
meet before I try to place these people on the Sept. WQC Agenda. John H. I believe
that you mentioned to them to shoot for Oct. or Nov. Have their intentions changed?
- Bob Z.
John Dorney wrote:
> okay - try to find a time for us to meet. thankx
> Bob Zarzecki wrote:
> > Ok, but this is not a unique problem. I would like for the three of us to site
> > down sometime this week and discuss if the variance is the best approach.
> > Thanks, Bob
> > John Dorney wrote:
> > > john - have them do the other analysis ASAP.
> > > bob - please put them on the september WQC agenda. thankx
> > > Bob Zarzecki wrote:
> > > > We need to discuss this further with DOT. This is in no way a unique
> > > > situation. - Bob Z.
> > > > -------------------------------------------------------------- -----
> > > > Subject: [Fwd: [Fwd: U-3472 Neuse Buffer Issues]]
> > > > Date: Mon, 07 Aug 2000 17:20:06 -0700
> > > > From: John Hennessy <[e-mail]>
> > > > To: Bob Zarzecki <[e-mail]>
> > > > Let's talk. Prior to pursuing a variance, I think that they need to
> > > > explore one additional design issue we talked with them about last
> > > > week. After that. Probably need a variance. What do you think Bob?
> > > > --------------------------------------------------
> > > > Subject: [Fwd: U-3472 Neuse Buffer Issues]
> > > > Date: Mon, 07 Aug 2000 16:42:27 -0400
> > > > From: Bill Gilmore <[e-mail]>
> > > > Organization: North Carolina Department of Transportation
> > > > To: john hennessy <[e-mail]>
> > > > John, how do you want the information packaged so that you can
> > > > make a call to approach EMC or not? Do you need a special
> > > > meeting? How does the finding of fact work?
> > > > ----------------------------------------------
> > > > Subject: U-3472 Neuse Buffer Issues
> > > > Date: Fri, 04 Aug 2000 15:58:27 -0400
> > > > From: "James A. Speer PEI' <jspeer(?dot.state.nc.us>
> > > > Organization: North Carolina Department of Transportation
> > > > To: Bill Gilmore <[e-mail]>
I of 2 08/11/2000 10:09 AM
Re: P, wd: JFwd: I Fwd: U-3472 Neusc Buffer' Issues]]]
> > > > CC: "John E. Alford PEI' <jalford@dot:.state.nc.us>
> > > > "James A. Speer PEI' <jspeer0dot.state.nc.us>
> > > > "John (Jay) W. Twisdale, Jr." <[e-mail]>
> > > > "Sandra M. Casey" <[e-mail]>
> > > > Bill, The Hydraulics and Roadway Design Units have looked into
> > > > the request to raise the proposed grade of NC 42 at the two
> > > > locations where John Hennessey of DWQ.
> > > > He requested us to restudy the design to eliminate ditches within
> > > > the Neuse River buffer zone. The following is a summary of the
> > > > impacts to raising the grade:
> > > > 1) The additional construction cost to raise the grade at the 2
> > > > locations was estimated to be +$400,000.
> > > > 2) The change in grade results in 2nd takings on 6 parcels
> > > > already settled. One of the 2nd takings would result in a
> > > > relocation. It is the Division R/W Agent's opinion that any of
> > > > the additional takings would result in condemnation.
> > > > 3) The project would be delayed 8-10 months.
> > > > If you need any additional information, please call me or Sandra
> > > > Casey, Project Design Engineer. JIM SPEER

Bob Zarzecki
Environmental Specialist III - DENR/ DWQ
401 Wetlands Certification Unit
Bob Zarzecki
Environmental Specialist III - DENR/ DWQ
401 Wetlands Certification Unit
1621 Mail Service Center
Raleigh
NC
2 7669-1 621
Additional Information:
Version 2.1
Bob Zarzecki
Environmental Specialist III - DENR/ DWQ
401 Wetlands Certification Unit
Fax: [phone]
Work: 919-733-9726
2 of 2 08/11/2000 10:09 AM
cY
11 ` P `
U?U
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT 1R. P.O. BOX 25201, RALEIGH, N.C. 2761 1-5201 DAVID MCCOY
GOVERNOR SECRETARY
7/19/00
Subject: U-3472 Wilson County Widening of NC 42
Encroachments into Neuse River Riparian Buffer
The purpose of this letter is to address why encroachment with lateral base ditches
into the Neuse River Riparian Buffer can not be avoided at two sites on TIP project U-
3472 in Wilson County. First, consider the fact that this project involves the widening of
an existing road that has an existing fill height that varies from 2 to 3 feet above the
natural ground elevation at both of these locations along with the fact that the terrain East
of I-95 is very flat. Also, the ultimate goal of any drainage design is to avoid diversion of
water. Next in order to utilize as much of the existing roadway embankment as possible,
the proposed roadway grade for the widening of NC 42 is very close to the grade of the
existing road. As a result of the shallow fill height and a proposed typical section that
includes five-lane curb and gutter section which requires inlets with a closed drainage
system, encroachment into the riparian buffer at Sites 2 and 3 of the permit drawings is
unavoidable.
Both of these sites have been investigated thoroughly by the consulting engineer
who completed the hydraulic design as well as the engineer that reviewed and approved
the design for the Hydraulics Unit. Upon completion of investigating both of these areas
again, it has been determined that there are no other options to convey the water from the
outlets of each respective storm drainage system to their respective outfall. A permanent
rock check dam, 0.3m (1.0 ft) in height, was installed in the proposed grassed lined
lateral base ditch at both of these sites. The purpose of the permanent rock check dams is
to reduce the water velocities which will assist in the reduction nutrients without backing
water up into the storm drainage systems and onto the roadway, which would provide a
hazard to the motoring public. Both of these storm drain systems were designed for the
10-year storm frequency. The primary reason this can not be achieved is due to small
elevation differential between the existing cross drainage course and the outlet of the
proposed storm drainage system.
At Site 2, minimum depth catch basins were utilized which produced an outlet
invert elevation for the storm drainage system of 37.82m. This elevation of 37.82m is
only 0.12m (0.39 ft.) above the proposed invert of 37.70m for the dual line of 1200mm
(48 inch) and 1.18m (3.9 ft. +/-) below the natural ground elevation of 39.Om +/-. This
0.12m (0.39 ft.) is just barely enough to obtain minimum fall from the outlet of the storm
drainage system to the existing bed elevation and proposed invert in elevation of the
1200mm pipes. The invert elevation of the 1200mm pipes is fixed since this is an
existing drainage course and the pipes are being placed at or slightly below the existing
bed elevation. The option of taking proposed outlet left of 21+05 over the proposed
1200mm pipes over to the outlet left of 21+60 was investigated. A dual line of 1200mm
(48 in.) pipes had to be used instead of one larger pipe in order to obtain minimum cover
over the 48 inch pipes. This prevents the storm drainage system that currently ends left
of 21+05 +/- from passing over the 48 inch pipes to reach the outlet of left of 21+60.
At Site 3, minimum depth catch basins were investigated for the inlets left and
right of station 32+97 and will limit impact to only Zone two of the riparian buffer. The
proposed 450mm storm drainage outlet elevation right of 33+00 is 37.47m with natural
ground in this area around elevation 37.8m. The natural ground right of 33+20 at the
proposed toe of fill is at 37.5m +/- which will allow the proposed lateral ditch to end in
this area if a 0.0% slope is used on the lateral ditch. The possibility of taking the water
from the inlet at 32+97 over the box culvert to the outlet left of 33+80 was investigated.
Since the top of the box culvert is around elevation 37.5m +/- and the storm drainage
outlet right of 33+00 is at 37.47m, this could not be achieved. Another option of taking
the stonn drainage out left of station 33+00 was pursued but, natural ground in this area
is at an elevation of 38.Om which is slightly higher than natural ground right of station
33+00. Therefore the outlet will remain right of station 33+00.
If you have any questions, please contact Jay Twisdale at [phone].

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MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT Widen NC 42 U-3472
Project Number 00 0801
Recvd From DOT
Received Date 6116100
Recvd By Region
Project Type road construction
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres
Type Type Impact Score Index Prim. Supp. Basin Req.
Stream Impacts (ft.)
I _?7 -1 F i pt 'w_
Feet
Req.
[-14 ? O Y _0N 27-86-6-(3) WSIV NSW 30,407. 1.89 555.00
FOY ON ??????? ?F_
GP 31 F__ PT-(-D N ??????? I F___
Mitigation Wetland
MitigationType Type Acres Feet
I F__ I F_
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N
Recommendation: Q Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) 354310 Longitude (ddmmss) 775709
Comments:
1.4 acres of riverine import, 555 linear feet of creek along with associated buffer- square footage
calculations anneart incorrect. 1.69 acres of Zone 1 equals 5.07 in my book not 4.06 that they
calculate. Zon • 2 0.65 times 1.5 equals 0.975. Divided of course by?quare footage. need to he
compiled separately.
County Nilson
County2
Region Raleigh
cc: Regional Office
Central Office Page Number 1
I
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TGS ??-G-INEE -R-S SHEET_ OF
ENNGINE L;--w- -LJ -f DATE
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CALCULATED BY ?J DATE
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NC 42 Widening
From I-95 to SR 1165 (Forest Hills Drive)
Wilson County
Federal Aid Project No. STP-42(1)
State Project 8.1340801
T.I.P. No. U-3472
4
ADMINISTRATIVE ACTION
FINDING OF NO SIGNIFICANT IMPACT
U. S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
AND
N. C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
APPROVED:
7-s77
Date

?. William D. Gilmore, P.E., Manager
Project Development and Environmental Analysis
-7,
' if
Date is s L. Graf, P.E.
?'? icvh ion Administrator, FHWA
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NC 42 Widening
From 1-95 to SR 1165 (Forest Hills Drive)
Wilson County
Federal Aid Project No. STP-42(1)
State Project 8.1340801
T.I.P. No. U-3472
FINDING OF NO SIGNIFICANT IMPACT
Documentation Prepared in Planning and Environmental Branch By:
CARP
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Jef y In am .E. '?=.,/F,?.?:;HN IN?.•G?Q?
Pr ect Develop ent En in r
Robert P. Hanson, P.E.
Project Development Unit Head
Lubin V. Prevatt, P.E., Assistant Manager
Project Development and Environmental Analysis
TABLE OF CONTENTS
PAGE
1. TYPE OF ACTION .................................................................................................1
II. DESCRIPTION OF PROPOSED ACTION ............................................................1
III. SUMMARY OF SPECIAL PROJECT COMMITMENTS .....................................1
IV. PROJECT SCHEDULE ...........................................................................................2
V. SUMMARY OF BENEFITS AND ENVIRONMENTAL IMPACTS ...................2
VI. REVISIONS TO THE ENVIRONMENTAL ASSESSMENT ...............................3
A. Federally Protected Species .........................................................................3
B. Estimated Impacts to Wetlands ....................................................................3
C. Hazardous Materials Involvement ...............................................................3
VII. COORDINATION AND COMMENTS ..................................................................5
A. Circulation of the Environmental Assessment .............................................5
B. Comments Received on the Environmental Assessment .............................6
1. Comments from the U.S. Army Corps of Engineers .......................6
2. Comments from the U.S. Fish and Wildlife Service .......................6
3. Comments from the N.C. Wildlife Resource Commission ..............7
4. Comments from the Department of Environment and Natural
Resources ..............................................................................8
C. Public Hearing .............................................................................................9
VIII. BASIS FOR FINDING OF NO SIGNIFICANT IMPACT ...................................10
FIGURES
APPENDIX
NC 42 Widening
From I-95 to SR 1165 (Forest Hills Drive)
Wilson County
Federal Aid Project No. STP-42(1)
State Project 8.1340801
T.I.P. No. U-3472
I. TYPE OF ACTION
This is a Federal Highway Administration (FHWA) administrative action, Finding
of No Significant Impact (FONSI).
The FHWA has determined this project will not have any significant impact on
the human environment. The FONSI is based on the Environmental Assessment, which
has been independently evaluated by the FHWA and determined to adequately and
accurately discuss the environmental issues and impacts of the proposed project. The
Environmental Assessment provides sufficient evidence and analyses for determining that
an Environmental Impact Statement is not required. The FHWA takes full responsibility
for the accuracy, scope, and content of the Environmental Assessment.
II. DESCRIPTION OF PROPOSED ACTION
The North Carolina Department of Transportation, Division of Highways,
proposes to widen NC 42 from a two-lane roadway to a multi-lane facility from
Interstate-95 to SR 1165 (Forest Hills Road). The project is approximately 8.4 kilometers
(5.2 miles) in length.
A four-lane divided roadway using a 5.5 meter (18 foot) median is proposed from
Interstate 95 to the future US 264 interchange. A five-lane facility with curb and gutter is
proposed from US 264 to SR 1165 (Forest Hills Road). 31 meters (100 feet) of right of
way is proposed for the entire project.
III. SUMMARY OF SPECIAL PROJECT COMMITMENTS
One structure in the project vicinity, the Contentnea Primitive Baptist Church,
was found to be eligible for the National Register of Historic Places. The project will not
require the acquisition of property within the historic boundaries of the church. The
project, as proposed, will cause no adverse effect on the historic property. The State
Historical Preservation Office will be allowed to review and comment on median cuts.
Archaeological site 31 WL261 requires further testing to determine its
significance. Further work (stripping) will be performed to fully assess the significance
of the site in regards to eligibility for the National Register of Historic Places after right-
of-way has been acquired. Efforts will be made to acquire right-of-way at the site as soon
as possible.
The major stream crossings on NC 42 are within 0.8 kilometers (0.5 miles) of a
critical water supply intake area (classified WS-IV NSW). Therefore, according to
guidelines developed by NCDOT and the Division of Water Quality (DWQ), hazardous
spill retention basins will be installed at the crossings of Shepard Branch and Bloomery
Swamp. The stream crossing at Mill Branch was included in T.I.P. Project R-1023 AB
(US 264 Wilson Bypass).
Further investigations of sites where there is potential for hazardous material
involvement will be conducted. If studies reveal that the proposed drainage structures
could intercept groundwater, modifications may be required to the final design of the
drainage system.
IV. PROJECT SCHEDULE
The project is included in the 2000-2006 Draft Transportation Improvement
Program (T.I.P.). Right of way acquisition is scheduled to begin in Federal Fiscal Year
(FFY) 1999 with construction scheduled to begin in FFY 2001.
V. SUMMARY OF BENEFITS AND ENVIRONMENTAL IMPACTS
The proposed project will have a positive impact by providing a multi-lane
highway to motorists traveling between Interstate 95 and the City of Wilson. The
proposed project will increase the safety and handling capacity of this section of NC 42.
Traffic volumes are projected to grow beyond the facility's current handling capacity by
2005.
The project will have an effect on natural systems consisting of impacts to
approximately 2.6 hectares (6.3 acres) of pine dominated early successional, 1.3 hectares
(3.2 acres) of old field (fallow field), and 16.6 hectares (41.1 acres) of agricultural land.
Approximately 1.3 hectares (3.25 acres) of wetlands and 168 linear meters (552 linear
feet) of streams will also be impacted. Wetland acreage is the total impacted acreage
from 11 sites; length of stream impacts is the total amount from 4 crossings.
Approximately 11 residences will be relocated. One structure in the project vicinity, the
Contentnea Primitive Baptist Church, is eligible for the National Register of Historic
Places. The project will not require the acquisition of property within the historic
boundaries of the church. Six archaeological sites are located within the Area of
Potential Effect of the project. One site, 31 WL261, is recommended for further testing to
fully assess its significance in regards to eligibility for the National Register of Historic
Places. Noise impacts are expected at 55 locations; however, noise abatement measures
are not considered feasible. There will be no substantial impact to air quality.
In accordance with NCDOT Traffic Noise Abatement Policy, the Federal/State
governments are no longer responsible for providing noise abatement measures for new
development for which building permits are issued within the noise impact area of a
proposed highway after the Date of Public Knowledge. The Date of Public Knowledge of
2
the location of this proposed highway project will be the approval date of this FONSI. For
development occurring after this public knowledge date, local governing bodies are
responsible to insure that noise compatible designs are utilized along the proposed facility.
VI. REVISIONS TO THE ENVIRONMENTAL ASSESSMENT
A. Federally Protected Species
The biological conclusion for the dwarf wedge mussel (Alasmidonta heterodon)
was unresolved at the time the Environmental Assessment was completed. NCDOT
Environmental Specialists Tim Savidge, Lynn Smith, and Michael Wood visited the
project on May 20, 1999. Shepard Branch and Mill Branch were examined by wading.
These streams are very small in size and exhibited little flow at the time of the survey.
No mussels were found these streams. Bloomery Swamp was surveyed using SCUBA
(middle of the stream) and tactile searching by wading (along the banks). A total of 145
elliptio mussels (Elliptio spp.) were found in approximately 1.5 hours of survey time.
Several elliptio mussel shells were also found. No other mussel species were found. The
introduced Asian clam (Corbiculafluminea) is common in the creek.
Biological Conclusion:
No Effect
Given the survey results, it is apparent that the dwarf wedge mussel does not
occur in the project area. It can be concluded that project construction will not impact
this species.
B. Estimated Impacts to Wetlands
Wetlands on the eastern half of the project were delineated. This aided in the
review of avoidance and minimization options. Although not yet verified by the Army
Corps of Engineers, recent delineations show the wetland impacts at Bloomery Swamp
north of the road to be approximately 0.03 hectares (0.08 acres); the Environmental
Assessment had estimated impacts of 0.12 hectares (0.3 acres). The estimated wetland
impacts at Bloomery Swamp south of the road are approximately 0.29 hectares
(0.7 acres); the Environmental Assessment had estimated the impacts at 0.32 hectares
(0.8 acres). Wetlands and streams on the project's western half are scheduled to be
delineated by July 1999.
C. Hazardous Materials Involvement
In addition to the three facilities listed in the Environmental Assessment, the
following sites have been identified as having potential for hazardous materials.
Information about these sites follows:
Rosemart #11 Owner: Rose Oil Company, Inc.
Highway 42 and 1-95 P.O. Box 706
Wilson, NC 27893 Henderson, NC 27536
This active gas station is located on the south side of NC 42, approximately
0.16 kilometers (0.1 miles) east of I-95. According to the field reconnaissance and
Division of Water Quality (DWQ) registry, five USTs are currently in use on the
property. The pump island is approximately 23 meters (75 feet) from the centerline of
NC 42, while the main tank bed is approximately 39 meters (128 feet) away. No
monitoring wells were noted at the site and it does not appear that the site is under
remediation at this time.
Dean's Oil Company Owner: Dean's Oil Company, Inc.
Highway 42 West P.O. Box 1446
Wilson, NC 27893 Wilson, NC 27536
This active gas station and oil company is located in the southeast quadrant of the
NC 42 and SR 1154 (St. Rose Church Road). According to field reconnaissance and
Division of Water Quality (DWQ) registry, four USTs are currently in use on the
property. The pump island is approximately 30 meters (100 feet) from the centerline of
NC 42, while the main tank bed is approximately 25 meters (80 feet) away. In addition to
the USTs, there are nine above ground storage tanks (ASTs) in conjunction with the oil
company. These ASTs are approximately 97 meters (320 feet) from the centerline of
NC 42 and should not be impacted. No monitoring wells were noted at the site and it
does not appear that the site is under remediation at this time.
Contentnea Vol. Fire Department Owner: same
4146 Highway 42 West
Wilson, NC 27893
This volunteer fire department is located on the west side of NC 42,
approximately 0.32 kilometers (0.2 miles) south of SR 1136 (Old Raleigh Road). Based
on field reconnaissance, two USTs are currently on the property. No registry information
could be located for these tanks. The pump island and main tank field are approximately
22 meters (72 feet) from the centerline of NC 42. No monitoring wells were noted at the
site and it does not appear that the site is under remediation at this time.
Wilson Produce Owner: Margret Morris
4028 Highway 42 West 4100 Old Raleigh Road
Wilson, NC 27893 Wilson, NC 27893
This former gas station now operates as a produce store. It is located on the north
side of NC 42, approximately 0.32 kilometers (0.2 miles) east of the NC 422/SR 1136
(Old Raleigh Road) intersection. The gas station has not operated since 1977. The field
reconnaissance identified one fill port approximately 20 meters (65 feet) from the
centerline of NC 42. No registry information could be located for the site. It does not
appear that the site is under remediation at this time.
4
Danny K. Tomlinson Store UST Owner: Same
Route 2 Box 678
Wilson, NC 27893
. This active gas station is located within the intersection of NC 42/ SR 1136 (Old
Raleigh Road)/SR 1158 (Airport Road). A fire prompted by a gasoline spill in February
of 1995 destroyed the original facility. The spill occurred while one of the two
30,770 liter (8,000 gallon) ASTs were being filled. Of the approximately 52,990 liters
(13,780 gallons) of fuel spilled, about 45,420 liters (11,810 gallons) burned and
7,570 liters (1,970 gallons) was recovered. Cleanup activities included excavation of
638 tons of contaminated soils. Confirmation soil samples and a groundwater sample
still contained contamination above state action levels. No further work has been
conducted at the site. The three USTs currently in use at the site were installed when the
station was rebuilt. A fourth was abandoned in place in July of 1994. None of the
current UST system or the abandoned UST will be impacted by our proposed right-of-
way. The area of the former AST complex will be impacted. In addition, our field office
noted strong petroleum odors in a boring at Station 72+40 -L-. If further investigations
reveal that the proposed drainage structures could intercept groundwater, modifications
may be required to the final design of the drainage system.
VII. COORDINATION AND COMMENTS
A. Circulation of the Environmental Assessment
The environmental assessment was circulated for review and comments to the
federal, state, and local agencies below. An asterisk (*) indicates that a written response
was received from the agency or municipality. Copies of the correspondence received are
included in the appendix of this document. Specific comments included in this
correspondence are addressed in Section VIII.B. of this report.
* Army Corps of Engineers
* U.S. Fish and Wildlife Service
* N. C. State Clearinghouse
* N.C. Dept. of Cultural Resources
* N. C. Department of Health and Natural Resources
* N. C. Wildlife Resources Commission
B. Comments Received on the Environmental Assessment
1. Comments from the U.S. Army Corps of Engineers
Comment
Final planning for this project should incorporate design alternatives that
minimize wetland impacts at the creek/wetland crossings by asymmetrical widening,
elimination or minimization of medians, minimization of fill slopes, and other methods.
In accordance with the Memorandum of Agreement between the U.S. Environmental
Protection Agency and the Corps, the sequencing process of avoidance, minimization,
and compensatory mitigation of unavoidable wetland impacts will be satisfied prior to the
final permit decision. A Department of the Army permit will not be issued until a final
plan for compensatory mitigation is approved. Mitigation for stream impacts may also be
required.
Response
Certain wetland/stream avoidance and minimization options have already been
implemented. As stated in the Environmental Assessment, the largest wetland site
affected by this project occurs at the crossing of Bloomery Swamp. The bridge at
Bloomery Swamp will be constructed in stages to avoid the need for a temporary detour
bridge. A temporary detour bridge would have required a greater area and impacted a
greater amount of wetlands. The bridge will be widened to the south of the existing
bridge, which will be less harmful to wetlands and nearby residences than widening to the
north. As stated earlier in this document, wetland impacts at Bloomery Swamp will be
less than previously estimated in the Environmental Assessment. A small wetland site
located north of NC 42 and east of SR 1001 (Lamm Rd.) was completely avoided because
all widening on this part of NC 42 was accomplished to the south side. This site was not
identified in the Environmental Assessment because it will be completely avoided.
Wetlands on the eastern half of the project were delineated. This aided in the
review of avoidance and minimization options. Wetlands on the western half of the
project will be delineated by July 1999. Avoidance and minimization options will be
further considered once those delineations are complete. If mitigation is required, a final
mitigation plan, subject to agency approval, will be submitted as part of any application
for a Department of the Army (Corps) permit.
2. Comments from the U.S. Fish and Wildlife Service
Comment
The status of the dwarf wedge mussel (Alasmidonta heterodon) is unresolved at
this time. Suitable habitat in the form of silt-free streambeds exist within the project area,
and known populations of the dwarf wedge mussel have been recorded in the sub-basin in
which this project is located. NCDOT conducted near-bank wading surveys in streams
6
within the project area in November 1998 but no specimens were found. Further
investigations using snorkel or SCUBA equipment are necessary to survey the deeper
parts of the streams. Based on incomplete information regarding endangered species, the
Service cannot conclude at this time that this project, implemented as described, will not
have significant impact on resources under our jurisdiction.
Response
As stated earlier in this document, NCDOT Environmental Specialists Tim
Savidge, Lynn Smith, and Michael Wood visited the project on May 20, 1999. Shepard
Branch, Mill Branch, and Bloomery Swamp were surveyed. No dwarf wedge mussels
were found. The project was determined to have no effect on the endangered species.
Comment
High Quality Water erosion control standards will be utilized for the entire length
of the project, as will Best Management Practices.
Response
As stated in the Environmental Assessment, neither High Quality Waters (HQW),
Water Supplies (WS-I: undeveloped watersheds or WS-II: predominantly undeveloped
watersheds) nor Outstanding Resource Waters (ORW) occur within 1.6 kilometers
(1.0 miles) of the project study area. Therefore, Standard Sedimentation and Erosion
Control Measures will be used, as will Best Management Practices.
An NCDOT representative spoke with Tom McCartney of the Fish and Wildlife
Service on June 16, 1999. Mr. McCartney agreed that since the project does not cross
any High Quality Waters, Best Management Practices and Standard Sedimentation and
Erosion Control Measures are appropriate.
Comments from the North Carolina Wildlife Resource Commission
Comment
Due to the types of wetlands impacted by the project, NCDOT is reminded that
some of these impacts will be difficult to mitigate. Therefore, NCDOT should continue
efforts to reduce wetland and stream impacts. NCDOT best management practices and
appropriate sedimentation and erosion control measures should be employed to minimize
impacts to off-site resources.
Response
Efforts will continue to minimize impacts to water resources (see response to U.S.
Army Corps of Engineers comments). NCDOT's Best Management Practices (BMP) for
7
the Protection of Surface Waters will be strictly enforced throughout the construction
stage of the project.
4. Comments from the Department of Environment and Natural Resources
Comment
There is no discussion of mitigation plans for unavoidable impacts. If mitigation
is required, it is preferable to present a conceptual (if not finalized) mitigation plan with
the environmental documentation. While the NCDWQ realizes that this may not always
be practical, it should be noted that for projects requiring mitigation, appropriate
mitigation plans will be required prior to issuance of a 401 Water Quality Certification.
Based on the information presented in the EA, the magnitude of impacts to
wetlands and streams could potentially require the issuance of an individual permit by the
Corps of Engineers; therefore, a 401 General Certification will not be available for this
project. Final permit authorization will require the submittal of a formal application by
the NCDOT and written concurrence from the NCDWQ. Please be aware that any
approval will be contingent on the appropriate avoidance and minimization of wetland
and stream impacts to the maximum extent practical and inclusion of appropriate
mitigation where necessary.
Response
Impacts to wetlands and streams have been avoided and minimized as much as
practical. To accomplish the project, however, some impacts may be necessary. If
mitigation is required, a final mitigation plan, subject to agency approval, will be
submitted as part of any application for a Department of the Army (Corps) permit.
Comment
The document is mute on impacts to Neuse Buffers. A quantification of the
anticipated impacts to Neuse Buffers should be included in future documentation. Please
be advised that impacts to Neuse Buffers will require approval by the NCDWQ via an
application submittal.
Response
As the project is located in the Neuse River Basin, Riparian Area Rules for
Nutrient Sensitive Waters apply. The rules state that roads, bridges, stormwater
management facilities, ponds, and utilities may be allowed where no practical alternative
exists. They also state that these structures shall be located, designed, constructed, and
maintained to have minimal disturbance, to provide maximum erosion protection, to have
the least adverse effects on aquatic life and habitat, and to protect water quality to the
maximum extent practical through the use of best management practices.
8
Estimated impacts to the riparian buffers are quantified in the following table. It
is possible that one or more of the water resources listed may be exempted when an on-
site determination by the Division of Water Quality is conducted. Therefore impacts may
be considerably less.
Table 1. Estimated impacts to riparian buffers
Water Resource Biotic Community(s) Impacts hectares (acres)
Ut (Contentnea Creek) PD, AG 0.082 (0.203)
Ut (Contentnea Creek) PD, AG 0.093 (0.23)
Ut (pond) PD, AG 0.082 (0.203)
Pond MR 0.024 (0.06)
Mill Branch PD N/A-associated with TIP
No. R-1023 AB
Shepard Branch PD 0.088 (0.218)
Ut (Contentnea Creek) PD, AG 0.104 (0.258)
Bloomery Swamp PD 0.10 (0.247)
Total 0.574 (1.419)
Note: PD- Pine dominated early successional
AG- Agricultural field
MR- Maintained roadside/ residential
C. Public Hearing
Following completion of the environmental assessment, a public hearing for the
proposed project was held on May 20, 1999 at James Hunt High School in Wilson. A
copy of the news release for the hearing is included in the Appendix. The hearing was
opened with a brief overview of the proposed project and NCDOT right-of-way
procedures. Citizens were then encouraged to comment either at the hearing or by
mailing in comment sheets, which were distributed as a part of the project handout. A
summary of the comments received at the public hearing and responses to those
comments is included below.
Comment
Why was the median design selected for the western half of the project?
Response
The State Historic Preservation Office (SHPO) determined that the four-lane
divided median section would have no adverse effect on the Contentnea Primitive Baptist
Church, a property eligible for the National Register of Historic Places. The SHPO
determined that a five-lane section would cause an adverse effect on the historic church.
Because the church is eligible for inclusion on the National Register of Historic Places, it
9
is afforded protection under federal law. The median section was chosen to avoid an
adverse effect on the historic church.
Comment
Was a standard 4-leg intersection considered at Airport Boulevard?
Response
A variety of configurations were considered for the region where Airport
Boulevard and Old Raleigh Road meet with NC 42. Traffic counts and projections
indicated that the majority of traffic in the area is through-traffic along NC 42. The
proposed configuration will operate at a better level of service than a 4-leg intersection.
VIII. BASIS FOR FINDING OF NO SIGNIFICANT IMPACT
Based upon a study of the impacts of the proposed project as documented in the
Environmental Assessment and upon comments received from federal, state, and local
agencies, and from citizens, it is the finding of the North Carolina Department of
Transportation and the Federal Highway Administration that the project will not have a
significant impact on the quality of the human or natural environment. Therefore, an
Environmental Impact Statement is not required.
10
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1E-7
IN nc='_Y REFER TO May 17, 1999
Planning Services Section
R
Mr. William D. Gilmore, P.E., Manager
Project Development and
Environmental Analysis Branch
North Carolina Department of Transpcrtation
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Dear Mr. Gilmore:
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This is in response to your letter of March 26, 1999, requesting our comments on
the "Federal Environmental Assessment for NC 42, Widening from 1-95 to SR 1165
(Forest Hills Drive), Wilson County, Federal Aid Project No. STP-42(1), State Project
No. 8.1340801, TIP No. U-3472" (Regulatory Division Action I.D. No. 199820167).
Our comments involve impacts to flood plains and jurisdictional resources that
include waters, wetlands, and U.S. Army Corps of Engineers projects. The proposed
roadway improvements would not cross any Corps-constructed flood control or
navigation project. Enclosed are our comments on the other issues.
We appreciate the opportunity to comment on this project. If we can be of further
assistance, please contact us.
Sincerely,
L un '
W. Coleman Long
Chief, Technical Services Division
Enclosure
May 17,1999
Page 1 of 2
U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT COMMENTS ON:
"Federal Environmental Assessment for NC 42, Widening from 1-95 to SR 1165 (Forest
Hills Drive), Wilson County, Federal Aid Project No. STP-42(1), State Project
No. 8.1340801, TIP No. U-3472" (Regulatory Division Action I.D. No. 199820167)
1. FLOOD PLAINS: POC - Mr. Bobby L Willis Planning Services Section, at
[phone]
Our comments on flood plains for this project were furnished by letter to your office
dated January 26, 1998, a copy of which is contained in Appendix 1 of the Federal
Environmental Assessment (FEA). We have no further comments at this time. The
discussion on flood plains contained on pages 38 and 39 of the FEA is noted. This
discussion indicates that NCDOT's Hydraulics Unit will coordinate with the Federal
Emergency Management Agency and local authorities on flood plain issues related to
the project.
2. WATERS AND WETLANDS: POC - Mr. Eric Alsmeyer. Regulatory Project
Manager Raleigh Field Office Regulatory Division, at [phone],
Extension 23
a. Prior Department of the Army permit authorization, pursuant to Section 404 of
the Clean Water Act of 1977, as amended, will be required for the discharge of
excavated or fill material into waters and/or wetlands in conjunction with this project,
including the disposal of construction debris.
b. Review of the project indicates that the proposed work involves the discharge of
excavated or fill material into waters and wetlands. Affected water bodies include Mill
Branch, Shephard Branch, and unnamed tributaries, above headwaters, and Bloomery
belov., heodvrct (as do-fined fcr rcguiatory purposes).
c. Under our mitigation policy, impacts to wetlands should first be avoided or
minimized. We will then consider compensation or mitigation for unavoidable impacts.
When final plans are completed, including the extent and location of any work within
waters of the United States and wetlands, our Regulatory Division would appreciate the
opportunity to review these plans for a project-specific determination of Department of
the Army permit requirements. It is probable, that the work would require a individual
permit authorization, although it may be eligible for authorization under a nationwide or
regional general permit, provided avoidance and minimization are adequately
addressed.
May 17,1999
Page 2 of 2
d. Section 404 of the Clean Water Act of 1977, as amended, regulates the
discharge of excavated and/or fill material into waters of the United States. The Corps
of Engineers must assess the impacts of such activities on the aquatic environment
prior to issuing Department of the Army permits. Authorization of aquatic fill activities
requires that the project be water dependent and/or that no practicable alternatives are
available. Our initial review emphasis for NCDOT projects will focus on the impacts to
waters and/or wetlands. However, if degradation to other aspects of the natural
environment (e.g., habitat of endangered species) is considered to be of greater
concern, an alternative resulting in greater aquatic losses may be chosen as preferred.
In all cases, and in accordance with the Memorandum of Agreement between the
U.S. Environmental Protection Agency and the Corps, the sequencing process of
avoidance, minimization, and compensatory mitigation of unavoidable wetland impacts
will be satisfied prior to the final permit decision. A Department of the Army permit will
not be issued until a final plan for compensatory mitigation is approved. Mitigation for
stream impacts may also be required.
e. Final planning for this project should incorporate design alternatives that
minimize wetland impacts at the creek/wetland crossings by asymmetrical widening,
elimination or minimization of medians, minimization of fill slopes, and other methods.
f. We recommend that the North Carolina Department of Transportation
coordinate closely with the U.S. Fish and Wildlife Service regarding potential impacts to
the dwarf wedge mussel (Alasmidonta heteredon).
Questions or comments pertaining to permits may be directed to Mr. Alsmeyer.
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNrfr.NTAL REVIEW
STATE NLZ-f'ER: 99----4220-0625 F02
DATE RECEIVED: 04/05/1999 n /?1
AGZNCY RESPONSE: 04/30/1999
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Depc. O Cultural Resources
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Dept. of PT1cri culture
Dept. of Crime Ccnt./ Fu.^i is Sa==ty
Dept. of Cultural Rescurces
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DESC. Procosea !:rProvements to NC 42 fron to SF. 63 - =st -
Ccunty, NC; T_? =J "72
:ROSS-Rc==RENICE rIUi!=E'.. 98-E-4220-0i94
4 :-. rpi (?
Phe attac`:ec project has been suh?i ted to t.= - N. C. St-
t =te C'_ea_-. _-cus_ 5or
L^?.c-ccve--nmental review. Pie=se review an, -4
_t !/C'-- -=-c C^c°_ aCCVc
Lncicatec cat=. := acre,r_=_W t.^:e .s neede '_- -- a se
:t (9119)i33-7232. -`e -- cf=--=
RESJ=T E Tc.S EEVIEri T .= --CL-OWING IS S?°_i^.ITTED.
1G, I F- D Er,6-?
'APR '
Q 1999
NO CCb?ME'iT
COMt?EciTS ATTACHED
)R j
,o?a?
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
4 . 'T
1j
wY_.__
CDENR
€s B. HuNTJR.
_- --- .__ _ ..
ERNOR
-
MEMORANDUM
NE M9DEvTT' - TO: Chrys Baggett
RETARY State Clearinchouse
FROM: Melba McGee' L)
Environmental7Review Coordinator
RE: 99-0625 EA for the NC 42 Wideninc, Wilson Count,
DATE: April 27, 1999
The Department of Environment and Natural Resources has
reviewed the proposed information. The attached comments are
for the applicant's information and consideration.
Thank you for the opportunity to review.
attachments
APR Z 8 1999
1 J.C. ST,gTc ` ???,.Irr,JLICUSc
PC. eO. 27Ge7, RALEIGH NC 27611-7687 / 512 NOPTH SALI.:BVRT S'PEET, R?_EIGH NC 27601
PHC-,E 319.72-19e, FAX 9 19.7:
f
I! 1'; ??? MAY I 0 I? g
`-'North Carolina
ram Development Brap-l-
`? ' - -Lgd tment of Administration
James B. Hunt. Jr., Governor Katie G. Dorsett. Secretan
iVlay 5, 1999 - or PM
R? CEl? ?
Mr. Whit Webb
C C : C: (ea ri n ?005P
N.C. Dept. of Transportation r7c{?bo?? -?ovlr v?
Programming and TIP Branch
Transportation Building 59 d 5 5?ro/?9
Raleigh, NC 27611 o,17 ^
c) ?O ?,ro, ,, cF
Dear Mr. Webb: r
cL uP'a ,per
ANAt
Re: SCH File r 99-E-4.220-0625; Environmental Assessment Proposed Improvements to \C ! uom
I-95 to SR 1165 (Forest Hills Dr.) in Wilson County, NC; TIP r=U-3472
The above referenced project has been reviewed through the State Clearinghouse Lute :?ove-nrne-11:
Review Process. Attached to this letter are comments made by agencies revievZng Lh!S docume^t.
Should you have any questions, please do not hesitate to call me at (919) 733-72=2.
Sincerely,
Nls. Chrys Baggen
Environmental Policy Act Coore_a_or
Attachments
cc: Region L
FROJFC-T F- ILF
GENERAI CORES;-,rJC?E;%fOE
() PUeLiC HEARIN(
() FILE •y,.r, , ES- +. *-S
116 West Jones Street Raleigh, North Carolina 37603-3003 Te!e--none 919 19-7-
An Equal Opportunity / A(fnauce Action Empiovcr
V U :.'
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33 726
Raleigh, North Carolina 27636-3726
,-kpn 27, 1999
Mr. William D. Gilmore, P.E., Manager
Planning and Environmental Branch
N.C. Division of Highways
P.O. Box 25201
Raleigh, NC 27611
Dear Mr. Gilmore
?O
L APo 7),
This responds to your letter of March 26, 1999, requesting comments from the U.S. Fish and
Wildlife Service (Service) on the Environmental Assessment (EA)/Finding of No Sit=nificant
Impact(FONSI), dated December 1998, for widening NC 42 from I-95 to SR 1 165 (Forest Hills
Drive), at the City of Wilson, Wilson County, North Carolina (TIP No. U-3472). This report is
provided in accordance with provisions of the Fish and Wildlife Coordination Act (16 U.S.C. 661-
667d) and Section 7 of the Endangered Species Act of 1973, as amended (l6 U.S.C. 1531-1543).
According to the EA, the North Carolina Department of Transportation (NCDOT) proposes to
widen the existing facility to a four-lane median divided highway from 1-95 to the new US 264
interchange, and a five-lane curb and gutter highway from the new US 264 interchange to Forest
Hills Drive. The total length of the project is 5.8 miles (8.4 kilometers).
Purpose and Need
The Service concurs that the primary purpose and need for this project have been adequately
stated and supported by written discussion and tabular data.
Alternatives Analysis
In addition to the "No Build" and "Transportation System Management" alternatives, there were
three widening alternatives evaluated from 1-95 to the new US 264 interchange, and one widening
alternative from the new US 264 interchange to Forest Hills Drive.
Under consideration for 1-95 to the new US 264 interchange were, (1) a five-lane roadway with
grassed shoulder; (2) a five-lane roadway with curb and gutter and; (3) a four-lane roadway
divided by a 16-foot grassed median. The preferred alternative is 93.
The single alternative considered from the new US 264 interchange to Forest Hills Drive is a five-
lane curb and nutter road. This was selected because of the intensity of development in this
section of the project requiring continuous left-turn capabilities.
The Service concurs with this decision. However, the Service retains the right to recommend
other alternatives if data not contained in this EA become available and to provide comments on
the final alignment.
Wetlands
As required by the 404(b)(1) guidelines of the Environmental Protection agency, the NCDOT
should first endeavor to avoid, then minimize, and finally compensate for wetland losses that
would be incurred if this project is implemented. As noted in tables 4 & 5 on page I I of the
EA/FONSI there are 4 surface waters (totaling 552 feet) and I I wetland sites (totaling 3.5 acres)
that will be affected by this project. It is noted that included in the tables are one surface water
and two wetland sites that are not included in the totals because they are part of a separate project
(R-1023, the US 264 Wilson Bypass, which intersects the current project). Avoidance and
minimization have been accomplished by reconstructing the existing bridge over the largest
wetland (Bloomery Swamp) in stages, thus avoiding the need for a temporary detour bridge that
would have resulted in additional impact to the wetland. In addition, the existing bridge will be
widened to the south, completing avoiding a small wetland to the north of NC 42. High Quality
Water erosion control standards will be utilized for the entire length of the project, as will Best
NlanaQement Practices. Following actual wetland delineations. final decisions regarding
compensatory mitigation will be made during the design phase of the project. A final mitigation
plan, subject to agency approval, should be submitted as part of any application for a Department
of the Army (Corps) permit.
Endangered Species
The Service notes that the EA provides a detailed discussion (pas. 18-19) of the potential project
related impacts on Federally-listed threatened and endangered. and candidate, species. There are
three federally-protected species listed for Wilson County and NCDOT has determined that there
will be "No Effect" of the project on two of the species, the red-cockaded woodpecker (Picoides
horeaii.s) and Michaux's sumac (Rhits michmixii). The Service concurs with NCDOT's "No
Effect" determinations. However, this decision would be reconsidered if additional information
on listed species that could be impacted by this project comes to light, or if there is a significant
change in project plans.
The status of a third species, the dwarf wedge mussel (Ahismidonla he lerodotr) is unresolved at
this time. Suitable habitat in the form of silt-free streambeds exist within the project area, and
known populations of the dwarf wedge mussel have been recorded in the sub-basin in which this
project is located. NCDOT conducted near-bank wading surveys in streams within the project
area in November 199S but no specimens were found. Further investigations usiny_ snorkel or

SCUBA equipment are necessary to Survey the deeper parts of'the streams. These additional
surveys will be conducted prior to completion, of the final environmental document. If dwarf
wedu,Te mussels are found within the project's area of potential effect, NCDOT will initiate Section
7 consultation with the Service.
Section 4(f)
Section 4(f) of the Department of Transportation Act of 1966 specifies that the Secretary of
Transportation may not approve the use of land from any publicly owned park, recreational area,
wildlife and waterfowl refuge, or other designated area, purchased all, or in part, with Federal
funds unless a determination has been made that: (I) there is no feasible and prudent alternative to
the use of the land from the property and (2), the action includes all possible planning to minimize
harm to the property from such use.
This document lacks a 4(f) declaration, however, based on review of maps of the project area it is
unlikely that there are any 4(f) lands that would be impacted by this project.
Summarv
The Service considers that this EA/FONSI adequately addresses the existing fish and wildlife
resources and the potential impacts of this proposed project on these resources. However, based
on incomplete information regarding endangered species, the Service cannot conclude at this time
that this project, implemented as described, will not have significant impact on resources under
our jurisdiction.
The Service appreciates the opportunity to comment on the project. Please advise us of any
changes in project plans and provide us with your response to any issues we have raised in this
letter. If you have any questions regarding these comments, contact Tom McCartney at (919)
856-4520, ext. 32.
Sincerely,
John M. H finer
Ecolo`ical Services Supervisor
cc:
COE, Raleigh, NC (Alsmeyer) DWQ, Raleigh, NC (Dorney)
FHWA, Raleigh, NC (Graf) WRC, Creedmoor, NC (Cox)
EPA, Atlanta, GA (Bisterfield)
FWS/R4:TMcCartney*TM:04/26/99-919/856-4520 extension 32:\U-3472.tip
3
North Carolina Wildlife Resources Commission'El
.312 N. Salisbury Stmt, Raleigh, Notch Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, F_xacutive Direcmr
ME.X f RANDUM
TO Melba McGee
Office of Legislative and Intergovtrnmental Affairs, DENR
FROM: David Cox, Plighway Project Co ator
Habitat Conservation Pro
DATE: April 26, 1999
SUBJECT: North Carolina Department of Transportation (NCDOT) Environmental Assessment
(LA) for the NC 42 widening, from I-95 to SR 1165 (Forest Hills Drive). W ii-son
Councy, North Carolina. TIP No. U-34 72, SCH Project No. 99-E-0625.
Staff hiologists with the N. C. Wildlife Resources Commission have reviewed the subject E.4. and
are familiar with habitat values in the project area. The purpose of this review wan to assess prciect
impacts to fish and wildlife: resources. Our comments are provided in accordance with certain provisions
of the Natioeinl Environmental Policy Act (42 U.S.C. 4332(2xe)) and the Fish and Wildlife Coordination
Act (43 Stat. 401, as amended; 16 U.S.C. 661-667d).
NCDOT proposes to widen existing NC 42 from two-lanes to a four-lane, median divided facility,
from 1-95 to SR 1165. Project length is approximately 5.8 miles. Impacts to the natural environment
from the preferred alternative include impacts to approximately 3.5 acres of jurisdictional wetlands as
well as approximately 552 feet of stream impacts.
We have the information included in the EA. Due to the environmental commitmetics included in
ttic document and that this is an upgrade of an existing roadway, we do not object to the project as
proposed. At this time, we concur with the EA for this project.
Due to the types of wetlands impacted by the project, NCDOT is reminded that some of these
impacts will be difficult to mitigate. Therefore, NCDOT should continue efforts to reduce we:land and
stream impacts. NCDOT best management practices and appropriate sedimentation and erosion control
measures should be employed to minimize impact to off-site resources.
Thank you for the opportunity to comment on this EA. If we can be of any furthcr zt.isuwce please
c:lill me at [phone].
cc: U.S. Fish and Wildlife Service, Raleigh
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality +
"*IMMMM? James E. Hunt, Jr., Governor
Wayne McDevitt, Secretary NCDENR
Kerr T. Stevens, Director
April 23, 1999
MEM0RAN-DUII
To: Melba McGee
Through: John Dorne?v-
From: John He;tness/C 'r
Subject: ?
Comments on EA for Widening of NC 42 from I-95 to SR 1 165
State Project r 8.1340801, TIP I U-3,472. DE.'R Project = 99E-0625
This office has reviewed the referenced document. The Division of Water Quality DW
for the issuance of the Section 401 Water Qualirv Certification for activities at impact Waite s of thensible
U.S.,
including wetlands. Completion of the proiect as proposed in the Environmental Assessment will require
the discharge of fill material into a maximum of 3.5 acres of jurisdictional wetlands and 552 linear fee; of
streams. The 552 linear feet of stream impacts is distributed among 5 perennial streams. Two of the
streams have estimated impacts equal to 150 linear feet. However, the proposed impacts were calculated
using the entire proposed right-of-wav. Consequently, site specific impacts to water resources are like!; to
be less than those proposed. The DWQ offers the following comments based on review of the
aforementioned document: `
A) Anticipated impacts to jurisdictional wetlands and streams were calculated using the entire Right
of Way. While the methodology is excellent for determining the maximum potential impact, the
NCDOT is respectfully reminded that they will need to demonstrate avoidance and minimization
of impacts to wetlands (and streams) to the maximum extent practical prior to approval of the 401
Water Quality Certification. Based on the impacts described in the EA, wetland mitigation could
be required for this project. As discussed above, potential impacts were estimated using the entire
right-of-way for the impact footprint. Therefore, site specific implementation could result in
impacts of less than 1.0 acres of jurisdictional wetlands. Should the impacrs to jurisdictional
wetlands actually exceed 1.0 acres, mitigation may be required in accordance with NCDWQ
Wetland Rules (15A NCAC 2H.0506 (h)(2) ).
B) In accordance with the NCDWQ Wetlands Rules (15A NCAC 2H.0506(b)(6) I, mitigation will be
required for impacts of greater than 150 linear feet to any single perennial stream. Based on the
information presented in the EA, none of the streams are expected to have impacts in excess of 150
linear feet. In the event that mitigation becomes required, the mitigation plan should be designed
to replace appropriate lost functions and values. In accordance with the NCDWQ Wetlands Rules
(15A NC AC 2H.0506 (h)(3) ), the Wetland Restoration Program may be available for use as
stream mitigation.
C) Sediment and erosion control measures should not be placed in wetlands.
P.O. eox 29535, Raleigh, North Carolina 27625-0535 Te!ephone 919-733-5083 FAX ? 19-71
An Equal Opportunity Affirmative Acton Employer `G", recycled' 1C '-st•CCr,z?"mF-
- yle!ba McGee M,!-no
0----,/99
Fare 2
D) Borrow/waste areas should avoid we:lands to the maximum extent practicable. Impac:s to
wetlands in borrow/waste areas could precipitate compensatory mitigation.
E) Them is no discussion on mitigation plans for unavoidable impac:s. If mitigation is rec.uire-. it Is
preferable to present a conceptual (if not finalized) mitigation plan with the environmental
documentation. While the NCDWQ realizes that this may not always be practical. It should be
note- that for projects requiring mitigation, appropriate mitigation pians will be required prior to
issuance of a 401 Water Quality Certification.
G. The '01 Water Quality Certification application will need to specifically address the propose-
methods for stormwater management.
H. The document is mute on impacts to Neuse Buffers. A quantification of the anticipated impacts to
Neuse Buffers should be included in future documentation. Please be advised that impacts to
Neuse Buffers will require approval by the NCDWQ via an application submittal.
Several stream crossing are within OS miles of a critical water supply intake area. As noted in the
document, NCDOT should install hazardous spill retention basins at the appropriate c; ossings.
Based on the information presented in the EA. the magnitude of impacts to welands and streams
could potentially require the issuance of an individual permit by the Corps of Engineers; therefore.
a 401 General Certification will not be available for this project. A 401 Water Quality
Certification requires satisfactory protection of water quality to ensure that water quality standards
are met and no wetland or stream uses are lost. Final permit authorization will require the
submittal of a formal application by the NCDOT and written concurrence from the NCDWQ.
Please be aware that any.approval will be contingent on appropriate avoidance and minimization
of Weiland and stream impacts to the maximum extent practical and inclusion of appropriate
mitigation where necessary.
The NCDWQ appreciates the opportunity to provide comments on your project. Should you have any
questions or require any additional information, please contact John Hennessy at [phone].
cc: Eric Alsmeyer, Corps of Engineers
Tom McCartney, USFWS
David Cox, NCWRC
Danny Smith. NCDWQ Regional Office
Clncdov,TIP U•3472\ comments\U-3472 eommenu.doc
State of North Carolina
Department of Environment and Natural Resources Rc+icsuing Offic`:
IITERGOVERNMENT -L REVIEW - PROJECT COMMENTS Project Numbs: Due Due:
Ulc- review of this project it has t+--n determined that the LNR permit(s) and/or approvals indicated may need to be obtsincd in order for this project to
:amply with Not-,h Carolina Law. Questions regarding these permits should be addre---,cd to the Regional Office'Indicatd on the rrversc of t -,c form.
X11 in p6cations, information and guidelines relative to these plans and pcmits are available from the ssmc Regional Office.

Normal "roc=s Time

(s?rtnrr time
Li=
)
Lil
PER?47S
I

SPECLAL APPLICATION PROCEDURES or REQUIREMENTS
0, Permit to cros^ae & operate %4wtewntr, treatment Application 90 days before begirt cornsttucion or award of construction 30 days
facilities, scwe sy--= extenmoos & sewer systrnu contracts. 0"ru: irsocction. Post-application t«itical conference usual.
not dischur}ng into state surfs= waters. (90 days)
O` NPDES - pct-raft to discharge into surface water and/or Application 180 days before begirt sanity. On-site ink joa- Pte-a=bcation 90-120 dais
permit to opetz - and con=e-- wasuwatr, facilities conference usual. Additionally, obtain pe-mit to coastrua wastewatr,
dtsehargmg into state surface wux-s. treatment facility-granted after NPDES. Reply time, 30 days after rapt of
plan or issue of NPDES permit-whichever is laic.
01 W'ue- Use Pn.-- it Pre-application technical coherence usually nec` nary I 30 `ivs
(NiA)
O Wet Coast-ucion Prmit I Complete aaplieation must be r=Lived and permit issued prior to the I 7 days
installation ofa we!l. (13 davs)
O Dredge and Ful Pe--rtit Application copy must be served on each adjacent riparian property owns. °' mss
On-site inspection Pre-application contr. etct usual. Eiling may Neuter=
Easement to Fiil from N.C. Department of Adrninis-s=on and Fed_-31 Drc--42! (90 dais`
and Fill PC=L
O Permit to cony ate & operate ?r Pollution Abatement N/A
facilities and/or Emission Sour-es as per 15 A NCAC

Q.0100, 2Q.0300, 2F!.0600) 60 c vs
Any open burning associated with subject proposal
must be in compliance with 13 A NCAC 2D. 1900
O Demolition or renovations of structures containing

ubesttu material must be in co=iiance with 13 A 60 d.,-vs
NCAC 20.1110 (a) (1) wftich rruires notification and
removal prior to d_rn. olition. Co .tart Asbestos Control N/A
Group 919-733-0820.
(90 days)

u Complex Source Permit required under. 15 A NCAC
2D.0800
O The Sedimentation Pollution Convol Act of 1973 must be propcriv addressed for any land disturbing activity. An erasion &
sedimentation control plat will be required if one or more aces to be disturbed. Plan filed with proper Regional On=ce (land Qttalirv 20 days
Sect) At least 30 days before beginning activity. A fee of S30 for the first ace and 52000 for each addidonal ace or part must ('u days
)
accompany the plan
O The Sedimentation Pollution control Act of 1973 must be addrt-sed with rape; to the referenced local Ordinance. I (30 days)
O Mining Permit t)n-site inspection usual. Surety bond filed with ENR. Bond amount varies
with type mine and number of acree of affect land. Any are trained greater 30 days
than one acre must be perntiped_ The appropriate bond must be received (60 day.;)
before the permit can be issued.
O North Carolina Burning pr-nit On-site impr_tion by N.C. Division Forst Rcoumc if permit excer 4 das, I 1 day

O Special Ground Clearance Burning Permit - 22 On-site inspection by N.C. Division Forst Reourcc required "if more than 1 day
t countic in coaxal N.C. with organic soils five acres of ground clearing activities are involved Inspections should be (N%A)
requeted at least ten days before atvtal bum is planned."
O Oil Refining Fadlitics N/A '
0 days
90.1
(N/A)
O Dan Safety Pcnrit if permit required, application 60 days before begin construction. Applicact
must hire N.C. qualified engineer in: prepare plans, in-pea corutruaion,
certify construction is according to ENR approved plans. May aL•o reouirt 30 days
permit under mosquito control program And a 404 permit from Corp- of
Engineers. An inspection of site is nece_ serf to verify Hazard Cla sifiewon A (6G days)
minimum fee of 5200.00 must accompany the application An additional
proce-3tng fee based on a percentage or the total pro)ca cost will be require:.'
upon comolction.
Conunued on rrvcrsc
Normal Process Tune

PER.`fi'i'S
SPECIAL APPLICATION PROCEDURES or REQUIREMENTS (Stanttory time limit)
O Pcrmit to drill exploratory oil or gas well File surrty bond of S3,000 with ENR running to State of NC conditional that 10 days
sny well opened by drill operator shall. Upon sbandc==t, be plugged (N /A)
according to ENR rules and regulations.
O I Crarphvsiral Fw,lor..tion Permit Application filed with ENR at least 10 days prior to issue of p==L
I 10 days
Application by letter. No standard applieuion form (N/A)
ID I Stuc Lakes Counntaion Permit Application fc based on structure size is carg«i M= include descriptions 8c IS-:0 days
drawings of structure & proof of ownership of riparian property. (N/A)
O ( 401 Weer Quality C,-tifcatinn N/A

I 60
days
(1.0 days)
O I CA-VA Peron; for MAJOR development S:30.00 fee must accompany application 5 s days
(I30 days)
0 1 CA-MA. Permit for ,IfINOR development 1 550.00 fee mart accompany application
:: days
(:-` days)
01 Several geodetic monuments are located in or near the project area. If any monuments need to be move: or destroyed. please notify;
N.C. Geodetic Survey, Box 27687, Raleigh, NC :7611
Abandonment of any wells if roouired must be in accordant with Title 15A. Subciupter 2C.0100.
0 Notification of the proper regional office is re
uested if -
h
"
d
q
orp
un
an
erground storage tanks (USTS) are discover-..d during any excv Lion o peraicn.
7 Comoliant wit.5 ISA NCAC 2Y. 1000 (Coartal Stamwater Rules) is required.
4 S days

Other comments (attach additional pages as necssar-, being certain to cite comment authority)
REGIONAL OFFICES
Questions re=ardin: these permits should be addressed to the Regional Office marked below.
O Asheville Regional Office
59 Woodfin Plat
Asheville, NC 28801
[phone]
O Mooresville Regional Off-Ice
919 North Main Street- P.O. Box 930
Mooresville, NC 28115
[phone]
O Fayetteville Regional Office
Suite 714 Waehovia Building
Faycl eviile, NC 28301
919) 486-1341
Raleigh Regional ice
3800 Barren Drive, Suite 101
Rslcigh, NC 27609
[phone]
0 Washington Regional O6ict
943 Washington Square Mall
Washington, NC 27889
919) 946.6481
0 Wilmington Regional Offitt
127 Cardinal Drive Extension
Wilmington, NC 28405
(919) 39:-3900
O Winston-Salem Regional office
583 Waughtown SL
Winston-Sal rn NC 27107
[phone]
NOTICE OF A PUBLIC HEARING
FOR THE PROPOSED WIDENING OF NC 42
FROM 1-95 TO FOREST HILLS DRIVE, SR 1165
Project 8.1340801 U-3472 Wilson County
The North Carolina Department of Transportation will hold the above public
hearing on May 20, 1999 at 7:00 PM in the James Hunt High School, 4559 Lamm
Road, Wilson.
The hearing will consist of an explanation of the proposed location, design, right
of way and relocation requirements and procedures and the State-Federal relationship.
The hearing will be open to those present for statements, questions, comments, and/or
submittal of material pertaining to the proposed project. Additional materials may be
submitted for a period of 15 days from the date of the hearing to: C. B. Goode, Jr., P.E.
at P.O. Box 25201, Raleigh, NC 27611.
Under this proiect, it is proposed to widen NC 42 to a four-lane median divided
facility from 1-95 to the proposed US 264 Bypass ano a five lane curb and gutter facill:.
from the proposed US 264 Bypass to Forest Hills Road. Additional right of way and th=
relocation of homes will be required for the construction of this project.
Anyone desiring additional information may contact Mr. C. B. Goode, Jr., P.E. at
P.O. Box 25201, Raleigh, NC 27611 or phone [phone].
A copy of the Environmental Assessment and a map showing the design for thil
project are available for public review at the Department of Transportation's Division
Office, Ward Boulevard in Wilson.
NCDOT will provide auxiliary aids and services for disabled persons who wish to
participate in the hearing to comply with the American Disabilities Act. To receive
special services, please contact Mr. Goode at the above address or phone number or
fax [phone] to provide adequate notice prior to the date of the hearing so that
arrangements can be made.