20160787_Scoping Comments_20090608

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BFVEPLI- EAVES PERDUE
GOVERNOR
June 1, 2009
Mr. William J. Biddlecome
Department of the Arnry; Corps of Engineers
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
Dear Mr. Biddlecome:
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EUGENE A. CONt JR.
SECRETARY
SUBJECT: SECTION 404- NEPA MERGER PROCESS Application for a
Department of the Army Permit pursuant to Section 404 of the Clean
Water Act to discharge dredged or fill material into waters of the United
States to construct the proposed NC 125 Williamston Bypass, Martin
County, North Carolina
Federal-Aid Project STP-125(1)
State Project 8.1090501
WBS Element 34553.1.1
TIP Project R-3826
The following application, including separate attachments for (1) ENG Form 4345 and
(2) mailing list (labels), is submitted for your consideration. As you are aware, this project was
selected for treatment under the Merger process. The Regulatory Division has provided
concurrence with Purpose and Need (CP 1), and with the selection of Detailed Study Alternatives
(CP 2 and 2A). An Environmental Assessment (EA) has been prepared and distributed.
The attached information is a summary of relevant project details and is being
provided to assist in the Section 404 regulatory review of the project. This letter and
attachments, along with the previously distributed EA, should provide sufficient
information for the issuance of a Public Notice for the project.
Please issue your public notice at the earliest opportunity so that we canjointly
proceed toward selecting the LEDPA (least environmentally damaging, practicable
alternative which meets the purpose and need of the project) following analysis of public
input. Once the LEDPA is selected and approved, efforts will be undertaken to further
minimize impacts to wetlands and riparian buffers in the LEDPA corridor and to propose
suitable compensatory mitigation to offset unavoidable impacts.
11
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If you have any questions, or need additional information, please contact Mr. Jay
McInnis at [phone]x249 or John Merritt at [phone].
Sincerely,
LJect ?,elopMrit GPh. ., Manager
Pr nd
Environmental Analysis Branch
CC: Scott Mclendori, USACOE, Wilmington (Cover Letter Only)
John Sullivan, PE, FHWA Division Administrator
David Wainwright,NCDWQ (7 copies)
Renee Gledhill-Early, HPO
Travis Wilson, NCWRC
Chris Militscher, USEPA
Gary Jordan: USFWS
Ron Lucas, PE, FHWA
Ron Sechler, NMFS
Anne Deaton,NCDMF
Art McMillian, PE, Highway Design
Jay Bennett, PE, Roadway Design
Greg Perfetti, PE, Structure Design
David Chang, PE, Hydraulics
Phil Harris, PE, Natural Environment Unit
Jerry Jennings, PE, Division One Engineer
Rob Hanson, PE, Project Development
Majed AI-Ghandour, PE, Program Development
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMB APPROVAL NO. 0710-0003
(33 CFR 325) Expires December 31, 2004
The public reporting burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should
require 5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed,
and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law, no
person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number.
Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdic-
tion over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and
Sanctuaries Act, Section 103, 33 USC 1413. Principal Purpose: Information provided on this form will be used in evaluating the application for a
permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies.
Submission of requested information is voluntary, however, if information is not provided, the permit application cannot be processed nor can a permit
be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 12. FIELD OFFICE CODE 1 3. DATE RECEIVED 14. DATE APPLICATION COMPLETED
5. APPLICANT'S NAME
North Carolina Department of Transportation
6. APPLICANT'S ADDRESS
1548 Mail Service Center
Raleigh, NC 27699-1548
7. APPLICANT'S PHONE NUMBERS WITH AREA CODE
8. AUTHORIZED AGENT'S NAME AND TITLE (an agent is not required)
9. AGENT'S ADDRESS
10. AGENI'S PHUNE NUMBERS WITH AREA
a. Residence I a. Residence
b. Business 919-733-3141 1 b. Business
11. STATEMENT OF AUTHORIZATION
I hereby authorize to act in my behalf as my agent in the processing of this application and to
furnish, upon request, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Proposed NC 125 Williamston Bypass, Martin County, NC (TIP Project R-3826)
13. NAME OF WATERBODY, IF KNOWN (if applicable)
Skewakee Gut and vicinity
15. LOCATION OF PROJECT
Martin North Carolina
COUNTY
STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
14. PROJECT STREET ADDRESS (if applicable)
The project extends from existing NC 125 at SR 1182 to existing NC 125 northwest of Williamston.
17. DIRECTIONS TO THE SITE
Please see attached vicinity map and project summary.
ENG FORM 4345, Jul 97' EDITION OF SEP 94 IS OBSOLETE (Proponent: CECW-OR)
18. Nature of Activity (Description of project, include all features)
Construct a two-lane roadway, mostly on new location. Some widening of existing roadways will also be performed.
19. Project Purpose (Describe the reason or purpose of the pro)ect, see instructions)
The purpose of this project is to reduce truck traffic and improve safety on existing NC 125 through downtown Williamston.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge - -
Cogsti action of the proposed NC 125 Williamston Bypass will result in roadway fill in wetlands and surface waters.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
Fill for roadway construction.
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
See project summary.
23. Is Arty Portion of the Work Already Complete? Yes No JC IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, etc., Whose Property Adjoins the Waterbody (if more than can be entered here, please attach a
supplemental list).
See attached mailing labels.
25. List of Other Certifications or Approvals/Denials Received from other Federal, State, or Local Agencies for Work Described in This Application
AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
'Would include but is not restricted to zoning, building and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application
is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized
Is-
DATE
SIGNATURE OF AGENT DATE
The ADplicati must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized
agent if th tatement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States, knowingly
and willfully falsifies, conceals, or covers up any trick scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or
representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall
be tined not more than $10,000 or imprisoned not more than five years or both.
PROPOSED NC 125 WILLIAMSTON BYPASS
MARTIN COUNTY
TIP PROJECT R-3826
PROJECT SUMMARY
INTRODUCTION
This project involves widening existing NC 125 between SR 1182 (East
College Road) and US 64 Alternate to three lanes and constructing a NC 125 bypass
of Williamston from US 64 Alternate to existing NC 125 northwest of Williamston,
mostly on new location. The proposed project is approximately 2.5 miles long,
depending on the alternative chosen.
A two-lane roadway on multi-lane right of way is proposed for portions of .
the bypass on new location. Approximately 100 feet of right of way will be required
for portions of this project along existing roadways and 175 feet of right of way will
be required for portions on new location. Partial control of access (one access per
parcel for properties with no other access) will be obtained along sections of the
project constructed on new location.
NEPA DOCUMENTATION
The environmental assessment for the subject project was approved by
FHWA on April 30, 2009. The environmental assessment has been distributed to
federal and state agencies for comment.
PURPOSE AND NEED
The purpose of this project is to reduce truck traffic and improve safety on
existing NC 125 through downtown Williamston.
The proposed project is intended to address the following deficiencies:
• Portions of existing NC 125 in Williamston will operate above capacity in
the design year (2030).
• Truck traffic within Williamston is incompatible with existing residential and
commercial development.
Traffic Volumes Without Project
Current (2008) traffic volumes along existing NC 125 in the project area vary
from 9.000 to 17,700 vehicles per day. In the year 2030, without the proposed
project, it is expected that traffic volumes along existing NC 125 in the project area
will range from 16,100 to 24300 vehicles per day.
Currently, approximately 480 to 530 trucks a day travel along existing
NC 125 within downtown Williamston. By the year 2030, it is expected that 728 to
850 trucks a day will travel along existing k 125 within downtown.
Levels of Service Without Proiect
Portions of existing NC 125 within Williamston will operate at levels of
service E or F in the year 2030.
Accident Data
Accident rates for NC 125 were obtained for the time period between April 1.
2005 and March 31, 2008. Table 1 below compares the accident rates for NC 125
with the 2005-2007 statewide accident rates for two-lane NC routes and the critical
rate.
TABLE 1
ACCIDENT RATE COMPARISON
Total Accident Rate Fatal Accident Rate
(ACC/100MVM ACC/100MVM)
NC 125 4/05 to3/08 123.85 0.00
2005-2007 Statewide
Average Two-Lane 175.41 2.14
NC Routes
Critical Rate* 207.74 6.63
ACC/100MVM - Accidents per 100 million vehicle miles
* The critical rate is a statistically derived number that can be used to
identify high accident roadway segments.
During the study period, 60 accidents occurred along NC 125 in the project
area. None of these accidents involved fatalities. Thirty eight people were injured in
accidents during the study period and $214,635 in property damage occurred. The
most common types of accidents were frontal impact crashes (33%), lane departure
crashes (25%), rear end collisions (23%) and accidents involving animals (13%).
COST ESTIMATES/SCHEDULE
The project is included in the approved 2009-2015 North Carolina State
Transportation Improvement Program (STIP). The project is scheduled in the
2009-2015 STIP for right of way acquisition and construction in federal fiscal years
2012 and 2014, respectively.
The latest cost estimates for the three alternatives under consideration for the
project are presented in Table 2.
TABLE 2
PROJECT COST ESTIMATES
Alt. 1 Alt. 2N Alt 4
Right of Way Acquisition
(Including Utility Relocation) $3,325,695 $3.707.772 $6,471.720
Construction $11,400,000 $10,800.000 $13,300,000
Wetland/Stream Mitigation $393,000 $816,000 $318,000
Total $15,118,695 $15,323,772 $20,089,720
LOGICAL TERMINI
The proposed NC 125 Williamston Bypass has logical termini and
independent utility. The project extends from existing NC 125 at SR 1182 (East
College Road) to existing NC 125 northwest of Williamston. The proposed bypass
is a usable facility and is a reasonable expenditure even if no additional
transportation improvements are made in the area. Construction of the proposed
bypass will not restrict consideration of alternatives for other reasonably foreseeable
transportation improvements.
ALTERNATIVES
Preliminary Studv Alternatives
Alternate Modes of Transportation
Martin County Transit (MCT) provides transportation services to the
residents of Martin County. Riders can schedule transportation 48 hours in advance
to any location within the county. The MCT operates approximately 12 vans and
buses. Greyhound Lines provides intercity bus service to Williamston.
Additional transit services would not address the project's purpose of
reducing truck traffic along existing NC 125 in downtown Williamston.
Transportation Systems Management
Transportation systems management activities, such as intersection
improvements, signing or traffic signalization improvements would potentially
improve safety along existing NC 125. However, such improvements would not
meet the project purpose of reducing truck traffic on existing NC 125 through
Williamston.
Improve Existing Facilities
Several alternatives for improving existing facilities were examined.
Widen Existing NC 125
Widening existing NC 125 through downtown Williamston would reduce
congestion and improve turning movements for trucks, but would not reduce the
amount of truck traffic within downtown. This alternative was dismissed because it
would not meet the intended purpose of the project and would affect a large number
of businesses and residential properties.
One-Way Pair Extension
Extending the existing one way portion of NC 125 northward from Elm
Street to Grace Street was examined and dismissed as an alternative. This
alternative would not reduce the amount of trucks in downtown Williamston.
Reroute NC 125
Rerouting NC 125 onto SR 1420 (McCaskey Road) or onto US 17 Bypass
between Washington Street and Sycamore Street (US 64) were examined and
dismissed as alternatives. It is unlikely that rerouting NC 125 would reduce truck
traffic through downtown Williamston.
No-Build Alternative
This alternative would avoid the environmental impacts anticipated to occur
as a result of the proposed project, but would not meet the purpose and need of the
project.
Preliminary Bypass Alternatives
Initial Bypass Alternatives
Constructing a NC 125 Bypass of Williamston on new location will serve the
purpose and need of the project. A bypass would reduce truck traffic and improve
safety within Williamston. A two-lane roadway on multi-lane right of way for all
the bypass alternatives is proposed with partial control of access.
Six bypass alternatives were presented to the public at a citizens
informational workshop held in Williamston on January 9. 2003. Following the
workshop, a seventh alternative was suggested by the public. fable 3 presents a
comparison of these alternatives. These preliminary alternatives are shown on
Figure 1.
TABLE 3
PRELIMINARY BYPASS ALTERNATIVES
Alternative
1 2N 2S 3 4 5 6
Residential Relocatees 2 3 2 9 6 5 3
Business Relocatees 2 3 2 .3 3 3 2
Wetlands Affected (Acres) (NWI) 0 0 0 . 0 0 0 0
Streams Affected (Feet) 661 791 788 971 1,021 1,010 922
Wooded Areas Affected (Acres)* 15.6 17 25.9 8.3 7.7 10.5 21.1
Length New Location (Miles) 2.2 2.2 2.1 1.5 1.8 2.2 2.6
Total Length (Miles) 2.4 2.4 2.3 3.9 3.1 2.9 3.4
*Early in project study, wooded areas were presented as indicators of potential wetland
impacts because National Wetland Inventory data indicated no wetland impacts for any
of the preliminary alternatives.
Impacts computed based on approximate width required for future four-lane typical section
for the project.
Shaded cells in table indicate alternatives dropped from consideration following the citizens
informational workshop.
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ALTERNATIVES DROPPED FROM CONSIDERATION
AFTER CITIZENS INFORMATIONAL WORKSHOP
ALTERNATIVES STUDIED IN DETAIL
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Figure I Bypass Alternatives Presented at Citizens Informational Workshop
Following the informational workshop, the NEPA/404 merger team agreed to
drop three of the preliminary bypass alternatives and suggested two additional
alternatives. The preliminary alternatives dropped from consideration are described
below.
6
Alternative 3
Alternative 3 would follow the alignment of existing NC 125 between
SR 1182 (East College Road) to US 64A. North of US 64A, Alternative') would
follow the alignment of the existing industrial park access road to the CSX rail line.
North of the railroad tracks, Alternative 3 would extend northward and then
northwesterly on new location, tying into SR 1420 (McCaskey Road) near Corey
Drive. Alternative 3 would then follow the alignment of SR 1420 from near Corey
Drive to approximately 1,300 feet east of SR 1423 (Bonnie Best Road).
Alternative 3 would then continue on new location to the northwest, ending at
existing NC 125 approximately 1,500 feet west of SR 1420 (Hopkins Road).
Alternative 3 was dropped from consideration because it would relocate the
most homes of any of the alternatives. A variation of Alternative 3, Alternative 3A,
was developed following the citizens informational workshop and studied in detail.
Alternative 5
Alternative 5 would follow the same alignment as Alternative 3 from
SR 1182 (East College Road) to SR 1420 (McCaskey Road). Alternative 5 would
follow the alignment of SR 1420 from near Corey Drive to Landfill Road.
Alternative 5 would then extend on new location northward, ending at existing
NC 125 approximately 1,700 feet east of SR 1421 (View Nicholson Road).
Alternative 5 was dropped from consideration because it would affect the
Martin County Construction Debris Landfill. This construction debris landfill is
located on the site of the closed Martin County Landfill.
Alternative 6
Alternative 6 would follow the alignment of existing NC 125 from SR 1182
(East College Road) to US 64A. North of US 64A, Alternative 6 would extend on
new location in a north-northwesterly direction, crossing the CSX rail line west of
the industrial access road. Approximately 2,200 feet north of the railroad tracks,
Alternative 6 would curve to the northwest and parallel SR 1420 (McCaskey Road).
Alternative 6 would then curve to the north, crossing SR 1420 approximately 3,800
feet east of SR 1423 (Bonnie Best Road). North of SR 1420, Alternative 6 would
follow the same alignment as Alternative 4, ending at existing NC 125 near SR 1421
(View Nicholson Road).
Alternative 6 was suggested by citizens at a small group meeting held
following the citizens informational workshop for the project (see Section VI-A of
the environmental assessment).
Alternative 6 was dropped from consideration because it would involve the
most construction on new location and was expected to have the second highest
wetland impacts (based on wooded area impacts).
7
Detailed Study Alternatives
Six alternatives were selected by the NEPA/404 merger team for detailed
study. Table 4 presents the alternatives studied in detail. These alternatives are
shown on Figure 2.
TABLE 4
DETAILED STUDY ALTERNATIVES
Alternative
1 2N 2S-` 2M =3A 4
Residential Relocatees 5 7 20 14
Business Relocatees 1 1 1 1 1: 2
Wetlands Affected (Acres)
Delineated 1.3 3.0 4:0:' 4.1 ` 2.6
Streams Affected (Feet) 541 657 '':793 ` 583; 913, 195
Open Water Impacts (Acres) 0 0 0, .. 0 0 0
Protected Species Habitat? No No No" No No No
Effect Protected Species? No No No r No . No' No
Effect Historic Properties? No No No No No No
Involve Section 4(F)? No No No- No No No
Length New Location (Miles) 2.3 2.3 2.4 2:3. .1.41, 1.6
Farmland Affected (Acres) 45.4 43.6 39.5 42.4 '48.5 47.5
Total Length (Miles) 2.5 2.4 2.5, 15 ` 3.9 '' 3.3
Impacts computed based on approximate width required for future four-lane
typical section for the project.
Shaded cells in table indicate alternatives dropped from consideration following
detailed environmental surveys.
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ALTERNATIVES DROPPED FROM CONSIDERATION
FOLLOWING DETAILED ENVIRONMENTAL SURVEYS
ALTERNATIVES STILL UNDER CONSIDERATION
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Figure 2 Detailed Study Alternatives
Following detailed environmental studies, the NEPA/404 merger team
agreed to drop Alternatives 2S, 2M and 3A from further consideration. These
alternatives are described below.
Alternative 2S
Alternative 2S would follow the alignment of existing NC 125 between
SR 1 182 (East College Road) to US 64A. North of US 64A, Alternative 2S would
follow the alignment of the existing industrial park access road to the C SX rail line.
North of the railroad tracks, Alternative 2S would extend northward and then
northeasterly on new location. crossing SR 1420 (McCaskey Road) approximately
9

2,000 feet north of the McCaskey Road railroad crossing. North of McCaskey Road,
the alternative continues to the northeast, tying into existing NC 125 approximately
2,000 feet northwest of Skewakee Gut.
Alternative 2S was dropped from further consideration because of its
relatively high wetland and stream impacts.
Alternative 2M
Alternative 2M would follow the same alignment as Alternative 2S between
SR 1182 and SR 1420. North of SR 1420, Alternative 2M runs west of
Alternative 2S, tying into existing NC 125 approximately 2,500 feet northwest of
Skewakee Gut.
Alternative 2M was dropped from further consideration because it has the
highest wetland impacts of any of the detailed study alternatives.
Alternative 3A
Alternative 3A would follow the alignment of existing NC 125 between
SR 1182 (East College Road) to US 64A. North of US 64A, Alternative 3A would
follow the alignment of the existing industrial park access road to the CSX rail line.
North of the railroad tracks; Alternative 3A would extend northward and then
northwesterly on new location, tying into SR 1420 (McCaskey Road) near Corey
Drive. Alternative 3 would then follow the alignment of SR 1420 from near Corey
Drive to approximately 1,300 feet east of SR 1423 (Bonnie Best Road).
Alternative 3A would then continue on new location to the northwest, tying into
existing NC 125 approximately 2,000 feet west of SR 1420 (Hopkins Road).
Alternative 3A was dropped from consideration because it would relocate the
most homes of any of the detailed study alternatives.
Current Study Alternatives
The three alternatives currently under consideration for the project are
discussed below. These three alternatives will be presented at a public hearing for
citizen comment. A preferred corridor will be selected following the public hearing.
Table 5 presents a comparison of the three alternatives and the alternatives are
described individually below. These alternatives are shown on Figure 4.
TABLE 5
CURRENT STUDY ALTERNATIVES
Alternative
1 2N 4
Residential Relocatees 9 11 15
Business Relocatees 1 1 2
Wetlands Affected (Acres) 1.59 3.15 `3.28
Streams Affected (Feet) 596 1,191 257
Open Water Impacts (Acres) 0 0 0
Protected Species Habitat? No No No
Effect Protected Species? No No No
Effect Historic Properties? No No No
Involve Section 4(F)? No No No
Receptors Impacted By Traffic Noise 2 3 8,
Forested Areas Affected (Acres) 39.2 34.7 33.6
Farmland Affected (Acres) 45.4 43.6 47.5
Length New Location (Miles) 2.27 2.25 1.63
Total Length (Miles) 2.45 2.43 3.31
Total Cost
(Millions) $ 11 $ 14 $ 21
Impacts computed based on approximate width required for future
four-lane typical section for the project.
Shaded cells in table indicate highest impact or most unfavorable
response.
Alternative I
Alternative 1 would follow the alignment of existing NC 125 between
SR 1 182 (East College Road) to US 64A. North of US 64A, Alternative J would
follow the alignment of the existing industrial park access road to the CSX rail line.
North of the railroad tracks, Alternative 1 would extend northward and then
northeasterly on new location, crossing SR 1420 (McCaskey Road) approximately
1300 feet east of Corey Drive. Alternative t would then continue in a northeasterly
direction, tying into existing NC 125 approximately 2,500 feet northwest of
Skewakee Gut.
Alternative 2N
Alternative 2N would follow the alignment of existing NC 125 between
SR 1182 (East College Road) to US 64A. North of US 64A, Alternative 2N would
follow the alignment of the existing industrial park access road to the CSX rail line.
North of the railroad tracks, Alternative 2N would extend northeasterly on new
location, crossing SR 1420 (McCaskey Road) approximately 2,300 feet east of
Corey Drive. Alternative 2N would then continue in a north and northeasterly
direction, tying into existing NC 125 approximately 2,500 feet northwest of
Skewakee Gut.
Alternative 4
Alternative 4 would follow the alignment of existing NC 125 between
SR 1182 (East College Road) to US 64A. North of US 64A, Alternative 4 would
follow the alignment of the existing industrial park access road to the CSX rail line.
North of the railroad tracks, Alternative 4 would extend northward and then
northwesterly on new location, tying into SR 1420 (McCaskey Road) near Corey
Drive. Alternative 4 would then follow the alignment of SR 1420 from near Corey
Drive to approximately 1,300 feet west of SR 1441 (Landfill Road). Alternative 4
would then continue on new location to the north-northwest, tying into existing
NC 125 near SR 1421 (View Nichols Road).
WATERS OF THE UNITED STATES
Impacts and Mitigation
Jurisdictional Streams
Water resources within the study area are located in the Lower Roanoke
River Basin (USGS Hydrologic Unit 03010107, NCDWQ Subbasin 03-02-09).
Several water resources are present in the study area. Only one of these streams,
Skewakee Gut, is named. Other streams in the project area are unnamed perennial
and intermittent tributaries of Skewakee Gut. Beaverdam Creek and Mill Branch.
Two ponds are also present within the study area.
The NC Division of Water Quality best usage classification for Skewakee
Gut (NCDWQ Index No. 23-49.5, 09/01/74) is Class C from its source to Conoho
Creek. Mill Branch (NCDWQ Index No. 23-49-3, 09/01/74) and Beaverdam Creek
(NCDWQ Index No. 23-49-2, 09/01/57) are also Class C waters.
Class C waters are protected for secondary recreation, fishing, wildlife, fish
and aquatic life propagation and survival, agriculture and other uses suitable for
Class C. No High Quality Waters (HQW) are present within one mile of the study
area. None of the streams in the project area are listed as impaired waters. Streams
in the project area are shown on Figure 5. Table 6 describes streams in the project
area.
12
TABLE 6
STREAMS WITHIN PROJECT AREA

Stream Avg.
Width
(ft) Avg.
Depth
(ft)
Cowardin
Classification

Perennial/ Intermittent/ Ditch
Skewakee Gut 25 4 to 6 R3 Perennial
UT 1 4.0 3 R3 Perennial
UT 2 2.0 1.5 R3 Perennial
UT 3 4 to 5 2.0 R3 Perennial
UT 4 3.0 2.0 R4/R3 Intermittent/Perennial
UT 5a 5.0 2.0 R4 Intermittent
UT 5b 3.5 2.0 R4 Intermittent
UT 6 4.0 2.0 R4/R3 Intermittent/Perennial
UT 7 4.0 2.0 R4/R3 Intermittent/Perennial
UT 8 2.0 0.5 R4 Intermittent
UT 9 2.0 1.0 R4 Intermittent
UT 10 2.0 2.0 R4 Ditch
UT 11 4.0 1.5 R3 Perennial
UT 12 2.0 1.0 R4 Intermittent
UT 13 1.5 1.0 R4 Intermittent
UT 14 5.0 0.5 R3 Perennial
UT 15 5.0 1.5 R3 Perennial
UT 16 2.0 0.75 R4 Intermittent
UT 17 2.0 1.5 R3 Perennial
UT 18 1.5 0.5 R4 Intermittent
UT 19 2.0 1.5 R4 Intermittent
UT 20 2.0 1.0 R4 Intermittent
UT 21 4.0 1.0 R4 Intermittent
Unnamed - Roadside Ditch
Anticipated effects of the project alternatives on area streams are presented on
Table 7.
13
TABLE 7
PROJECT EFFECTS ON STREAMS
Effects of Alternative
(Feet)
Stream 1 2N 4
UT1 112 83 0
UT3 50 263 0
UT4 0 14 0
UT5 233 192 0
UT6 0 11 0
UT10 201* 628* 257*
Total 596 1,191 257
Streams not listed on this table will not be
affected by any of the project alternatives.
* - An error was discovered in the stream
impacts for Alternative 10 presented in the EA.
These are the corrected impacts.
Project construction has the potential to affect surface water resources in the
following ways:
• Increased sedimentation and siltation downstream of the construction zone
and increased erosion in the project area.
• Changes in light incidence and water clarity due to increased sedimentation
and vegetation removal.
• Alteration of water levels and flows due to interruptions and/or additions to
surface and ground water flow from construction.
• Changes in and destabilization of water temperature due to vegetation
removal.
• Increased nutrient loading during construction via runoff from exposed areas.
• Increased concentrations of toxic compounds in roadway runoff.
• Potential increase of toxic compound releases, such as fuel and oil, from
construction equipment and other vehicles.
• Alteration of stream discharge due to silt loading and changes in surface and
ground water drainage patterns.
In order to minimize potential impacts to water resources in the project area,
NCDOT's Best Management Practices for the Protection of Surface Waters will be
strictly enforced during construction of the proposed project.
Wetlands
There are several wetland areas within the study area. Wetlands in the study
area are shown on Figure 5. Wetland areas are described in Table 8 below.
14
TABLE 8
JURISDICTIONAL WETLANDS WITHIN PROJECT AREA

Wetland Cowardin
Classification* Wetland
Classification Wetland
Rating
WA PFO Flood lain 28
WB PFO Riparian Hardwood 72
WC PSS Disturbed Forest 19
WD PFO Headwater 64
WE PFO Riparian Hardwood 72
WF PFO Headwater and Riparian
Hardwood 70
WG PFO Headwater 64
WH PFO Headwater 64
WI PFO Riparian Hardwood 70
WJ PFO Headwater and Riparian
Hardwood 70
WK PFO Headwater and Riparian
Hardwood 70
WL PFO Headwater 43
WM PSS Disturbed
Scrub Shrub 19
WN PFO Headwater 43
WP PFO Headwater 43
WQ PFO Headwater 43
WR PFO Headwater 43
WS PFO Headwater 43
WT PFO Headwater 43
WU PFO Headwater 43
WV PFO Headwater 43
WW PFO Headwater 43
WX PFO Headwater 65
WY PFO Riparian Hardwood 72
WZ PFO Cypress Gum Swamp 56
*PFO-Palustrine Forested, PSS-Palustrine Scrub Shrub
Headwater Forest Wetlands
The majority of the wetlands within the study area are this type. Headwater
wetlands generally begin as depressions adjacent to uplands that collect surface
water. Many of these areas begin at the discharge point of agricultural drainage
ditches. Stream channels form within them, beginning as intermittent channels and
developing into perennial streams. Headwater wetlands are infrequently flooded and
often exhibit a dense herb layer. These wetlands are saturated to seasonally flooded
and can be classified as palustrine, forested wetlands with broad-leaved deciduous
vegetation.
15
Riparian Hardwood Forest Wetlands
As the streams become larger, the headwater forest wetlands transition into
bottomland hardwood forest wetlands with similar species composition. These areas
are generally medium quality wetlands with increased functions as they become
larger. These wetlands are saturated to seasonally flooded and can be classified as
palustrine, forested wetlands with broad-leaved deciduous vegetation.
Fooodplain Forest Wetlands
Several wetlands occur in depressions within upland floodplain areas along
Skewakee Gut at NC 125. These small wetland pockets are separated from
Skewakee Gut by levees and provide flood storage capacity. The vegetation in these
pockets has been disturbed, with very sparse vegetation in the wetland north of
NC 125. Due to their small size, these areas do not supply significant wetland
functions. These wetland pockets experience temporary flooding and can be
classified as palustrine, forested and scrub-shrub wetlands, depending on the amount
of disturbance, with broad-leaved deciduous vegetation.
Disturbed Forested Wetland
The disturbed forested wetland within the study area exhibits the
jurisdictional characteristics of hydric soils, vegetation and hydrology. This small
area is most likely an old roadbed ditch from an abandoned roadway alignment.
Multi-trunked red maple and tag alder are present. While this wetland is
jurisdictional, it does not provide any strong wetland functions and is considered a
low quality wetland. Its only connection to other Waters of the United States is
through a roadside ditch. This palustrine, forested wetland exhibits broad-leaved
deciduous vegetation and saturated soils.
Cypress-Gum Swamp
This wetland, located south of NC 125 within Alternative 4, differs from
others because of its vegetative community. The cypress-gum swamp forest exhibits
buttressed trees and cypress knees along with other strongly hydrophytic vegetation.
Due to frequent flooding and saturated soils, the floor of the wetland has a sparse
herb layer. This palustrine, forested wetland has needle-leaved deciduous vegetation
and is semipermanently flooded.
Table 9 below presents project effects on wetlands.
16
TABLE 9
PROJECT EFFECTS ON WETLANDS
Effects of Alternative
(Acres)
Wetland 1 2N 4
WE 0 <0.01 0
WF 0.12 0.17 0
WG 0.39 0.10 0
' WH 0 0.05 0
WK 0 0.02 0
WL 0.02 0 0
WM 1.06 2.80 2.88
WQ 0 0 0.23
WT 0 0 0.17
Total 1.59 3.15 3.28
Wetland areas not listed on this table will not
be affected by any of the project alternatives.
Mitigation
Avoidance
Given the number of streams and wetlands in the project area, total
avoidance of surface waters and wetlands by this project is not feasible.
Minimization
Most of the alternatives still under consideration for the project have been
retained because they have the lowest impacts on wetlands and streams. Alignments
within the study corridors for the alternatives have been developed which minimize
impacts to wetlands and streams within the corridors. Impacts on wetlands and
streams will be considered in the selection of the preferred corridor for the project.
Additional minimization measures will be considered as the project progresses.
Compensatory Mitigation
It is expected wetland and stream mitigation will be required for the project.
Final decisions regarding wetland and stream mitigation requirements will be made
by the US Army Corps of Engineers and the NC Division of Water Quality. On-site
mitigation will be used as much as possible. The Ecosystem Enhancement Program
(EEP) will be used for remaining mitigation requirements beyond what can be
satisfied by on-site mitigation.
17
Floodplains
The Town of Williamston and Martin County are both participants in the
National Flood Insurance Program. None of the alternatives under consideration for
the proposed project will cross any designated flood hazard areas. Figure 5 shows
the location of 100-Year floodplains in the project area.
FEDERALLY-LISTED THREATENED AND ENDANGERED SPECIES
Plants and animals with Federal classifications of Endangered (E),
Threatened (T), Proposed Endangered (PE), and Proposed Threatened (PT) are
protected under the provisions of Sections 7 and 9 of the Endangered Species Act, as
amended. As of September 15, 2008, the US Fish and Wildlife Service does not list
any Federally protected threatened or endangered species for Martin County.
The bald eagle was declared recovered, and removed (de-listed) from
the Federal List of Threatened and Endangered Species effective August 8, 2007.
The bald eagle remains federally-protected under the Bald and Golden Eagle
Protection Act (Eagle Act) (16 U.S.C. 668-668d). The Eagle Act prohibits take of
bald and golden eagles and provides a statutory definition of "take" that includes
"disturb".
No habitat for the bald eagle exists in the project area. Therefore, it is
expected the project will have no effect on the bald eagle.
ESSENTIAL FISH HABITAT
According to the National Marine Fisheries Service, there are no essential
fish habitat impacts associated with this project.
ANADROMOUS SPECIES
According to the North Carolina Division of Marine Fisheries, it is not
believed the project will affect anadromous fish spawning or nursery areas.
CULTURAL RESOURCES
Historic Resources
A field survey of the area of potential effects (APE) was conducted by
architectural historians in 2003. All structures over fifty years of age within the APE
were evaluated for eligibility according to National Register of Historic Places
criteria. The APE included areas that may be physically and/or visually affected by
the project.
No properties listed on the National Register of Historic Places are located
within the project APE. The National Register-listed Williamston Historic District.
Williamston Commercial Historic District and the Asa Biggs House are located on
18
or near existing NC 125 in Williamston, but these properties are outside the APE of
the proposed bypass.
Following this evaluation. the North Carolina State Historic Preservation
Office (HPO) requested in-depth evaluations of four properties in the APE.
Following this additional evaluation, the State Historic Preservation Office cited the
Slade Cemetery as eligible for the National Register of Historic Places in a letter
dated June 23, 2005 and concurred with the eligible boundaries in a letter dated
January 11, 2006 (see Appendix A)
The Slade Cemetery was determined eligible for the National Register under
Criterion A, for its association with the growth and development of plantation family
burials in Martin County. The cemetery contains markers that span over 150 years,
from the last quarter of the eighteenth century through the mid-twentieth century.
The cemetery is located on the south side of NC 125 east of SR 1421. The National
Register eligible boundaries for the cemetery are approximately sixty feet by sixty
feet, and include the ironwork fence surrounding the cemetery. The location of the
cemetery relative to the project alternatives is shown on Figure 5.
It is anticipated the proposed project will have "no effect" on the Slade
Cemetery. The State Historic Preservation Office concurred with this finding on
August 30, 2006. A copy of the concurrence form is included in Appendix A of the
environmental assessment.
Archaeoloeical Resources
The State Historic Preservation Office has reviewed the project for
archaeological resources. In a letter dated May 13, 2005, the State Historic
Preservation Office requested an intensive archaeological survey be conducted foi
the project from north of the CSX rail line to existing NC 125 northwest of
Williamston. These archaeological surveys will be performed following selection of
the preferred alternative for the project.
HAZARDOUS MATERIALS
Based on a field reconnaissance survey and database review of the project
area, a landfill site exists in the project study area. The currently active Martin
County Construction Debris landfill exists on the site of the inactive Martin County
Solid Waste Landfill. This property is located on Landfill Road, which is off of
SR 1420 (McCaskey Road). Figure 5 shows the location of this landfill.
Monitoring wells on the property indicate violations of groundwater
standards for benzene, vinyl chloride and dichlorobenzene at this site. None of the
current study alternatives for the project will affect this site.
No underground storage tanks (UST) were found to exist in the project limits.
However, there is the possibility unregulated USTs may exist within the proposed
right of way limits. If a site with unregulated USTs or landfills is identified, a
preliminary site assessment will be performed prior to right of way acquisition.
19
WILD AND SCENIC RIVERS
No federally or state designated Wild and Scenic Rivers occur within the
project study area. Therefore, the project will not impact any Designated Wild and
Scenic Rivers or any rivers included in the list of study rivers (Public Law 90-542, as
amended).
20

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s=Tti NORTH CAROLINA DEPARTMENT OF
I C TRANSPORTATION
G? PROTECT DEVELOPMENT AND
ENVIRONMENTAL ANALYSIS BRANCH
NC 125 WILLIAMSTON BYPASS
MARTIN COUNTY
TIP PROJECT R-3826
FIGURE 3
1
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PROPOSED TYPICAL SECTION
(SR 1182 TO CSX RAIL LINE)

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PROPOSED TYPICAL SECTION
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LEFT OR RIGHT SIDE OF PROPOSED RIGHT OF WAY.
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ABBITT'S INC ASKEW, JUANITA DAWES
OR CURRENT RESIDENT OR CURRENT RESIDENT
1188 CARGILL RD P 0 BOX 1595
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
CHERRY, CURTIS L COPPAGE, CHARLES D
OR CURRENT RESIDENT OR CURRENT RESIDENT
1682 MCCASKEY RD P 0 BOX 7567
WILLIAMSTON, NC 27892 KILL DEVIL HILLS, NC 27948
I
COREY, ELSIE H HEIRS CROFTON, CLAYTON
OR CURRENT RESIDENT OR CURRENT RESIDENT
101 CAROLINA AVE 24427 NC 125
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
CULLIPHER, CALVIN CULLIPHER, WILLIAM E
OR CURRENT RESIDENT OR CURRENT RESIDENT
22500 NC 125 1360 MCCASKEY RD
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
FELLOWSHIP BAPTIST CHURCH FOSTER, JEANNE HURST
OR CURRENT RESIDENT OR CURRENT RESIDENT
24347 NC 125 212 WILDCAT RD
WILLIAMSTON, NC 27892 WILL?AMSTON, NC 27892
GREEN TREE SERVICING LLC GRIFFIN, S C JR
OR CURRENT RESIDENT OR CURRENT RESIDENT
1400 TURBINE DR SUITE 200 216 WILLIAMS ST
RAPID CITY, SD 57703 WILLIAMSTON, NC 27892
GRIMES, RICKIE D & JACQUILINE A LASSITER, MARY LILLEY
OR CURRENT RESIDENT OR CURRENT RESIDENT
1168 COREY DR 3785 JOE MOBLEY RD
WILLIAMSTON. NC 27892 WILLIAMSTON, NC 27892
.v
LEGGETT, JOSEPH C. LILLEY FAMILY LLC
OR CURRENT RESIDENT OR CURRENT RESIDENT
1084 J C LEGGETT RD P O BOX 670
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
LILLEY, J ELMO JR MCKEEL, RAYMOND
OR CURRENT RESIDENT OR CURRENT RESIDENT
1035 GRAND CANYON RD 23736 NC 125
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
MOORE, ANTHONY A & DENISE M NORTH CAROLINA STATE OF
OR CURRENT RESIDENT OR CURRENT RESIDENT
1740 MCCASKEY RD 116 W JONES ST
WILLIAMSTON, NC 27892 RALEIGH, NC 27603
PERRY, CAROL N ETALS RASCOE, JOCELYN WHITLEY
OR CURRENT RESIDENT OR CURRENT RESIDENT
1433 MCCASKEY RD 1435 HOLLY DR
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
ROBERSON, JUDAS A ROBINSON, ARNOLD
OR CURRENT RESIDENT OR CURRENT RESIDENT
25 WHITE OAK CIRCLE 3152 MCCASKEY RD
DYERSBURG, TN 38024 WILLIAMSTON, NC 27892
SMITH, HARRY J. STEVENS, JEAN M.
OR CURRENT RESIDENT OR CURRENT RESIDENT
2552 MCCASKEY RD 2606 RALPH TAYLOR RD
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
WHITLEY, JOHN S WILLIAMS, JOHN B
OR CURRENT RESIDENT OR CURRENT RESIDENT
611 SMITHWICK ST 2133 MCCASKEY RD
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892

WILLIAMS, M ELAINE
OR CURRENT RESIDENT
2023 MCCASKEY RD
WILLIAMSTON, NC 27892
WOOLARD, ROBERT EARL
OR CURRENT RESIDENT
1151 HEARTLAND RD .
WILLIAMSTON, NC 27892
WILLS, NATHAN & DOROTHY
OR CURRENT RESIDENT
1506 MCCASKEY RD
WILLIAMSTON, NC 27892
ABBITT'S INC
OR CURRENT RESIDENT
1188 CARGILL RD
WILLIAMSTON, NC 27892
ANDERSON, GLORIA ROACH
OR CURRENT RESIDENT
3216 MCCASKEY RD
WILLIAMSTON, NC 27892
ASKEW, JUANITA DAWES
OR CURRENT RESIDENT
P 0 BOX 1595
WILLIAMSTON, NC 27892
BAKER, ELIZABETH J & CHARLES H
OR CURRENT RESIDENT
1076 HEARTLAND RD
WILLIAMSTON, NC 27892
BELL, JESSE
OR CURRENT RESIDENT
3283 MCCASKEY RD
WILLIAMSTON, NC 27892
BENNETT, RONALD K
OR CURRENT RESIDENT
2262 MCCASKEY RD
WILLIAMSTON, NC 27892
BONDS, SUDIE
OR CURRENT RESIDENT
23874 NC 125
WILLIAMSTON, NC 27892
ANDERSON, D MARIE BOWEN
OR CURRENT RESIDENT
3947 ED'S GROCERY RD
WILLIAMSTON, NC 27892
ARMSTON, ALBERT & CARRIE E
OR CURRENT RESIDENT
22266 NC 125
WILLIAMSTON, NC 27892
BAGLEY, GEORGE V & ANN H
OR CURRENT RESIDENT
PO BOX 1477
WILLIAMSTON, NC 27892
BAKER, LESTER JR
OR CURRENT RESIDENT
2680 MCCASKEY RD
WILLIAMSTON, NC 27892
BENNETT, GENE C
OR CURRENT RESIDENT
2745 MCCASKEY RD
WILLIAMSTON, NC 27892
BIGGS, BILLY S
OR CURRENT RESIDENT
2725 PRISON CAMP RD
WILLIAMSTON. NC 27892
BOWEN, DOROTHY RHODES
OR CURRENT RESIDENT
1353 PRISON CAMP RD
WILLIAMSTON, NC 27892

BOWEN, ROBERT E
OR CURRENT RESIDENT
2008 W MAIN ST
WILLIAMSTON, NC 27892
BROWN, IRVING B.
OR CURRENT RESIDENT
23832 NC 125
WILLIAMSTON, NC 27892
I
BULLOCK, ELLIOTT
OR CURRENT RESIDENT
21670 NC 125
WILLIAMSTON, NC 27892
BURDOCK, VALERIE J
OR CURRENT RESIDENT
2911 MCCASKEY RD
WILLIAMSTON, NC 27892
CASTELLOW, GLORIA HEIRS
OR CURRENT RESIDENT
1848 ALTON'S TRL
GREENVILLE, NC 27834-4745
CHERRY, VICTOR WAYNE
OR CURRENT RESIDENT
2712 MCCASKEY RD
WILLIAMSTON. NC 27892
CONNER, LINWOOD FLOYD
OR CURRENT RESIDENT
21655 NC HWY 125
WILLIAMSTON. NC 27892
BOWERS, DAPHNE
OR CURRENT RESIDENT
100 PRISON CAMP RD
WILLIAMSTON, NC 27892
BROWNFIELD, JEAN M
OR CURRENT RESIDENT
2501 MCCASKEY RD
WILLIAMSTON, NC 27892
BULLOCK, RONNIE E.
OR CURRENT RESIDENT
1041 POOL LN
WILLIAMSTON, NC 27892
CASPER, KENNETH
OR CURRENT RESIDENT
4457 POPLAR POINT RD
WILLIAMSTON, NC 27892
CHERRY, CURTIS L
OR CURRENT RESIDENT
1682 MCCASKEY RD
WILLIAMSTON, NC 27892
COMMUNITY CHRISTIAN CHURCH
OR CURRENT RESIDENT
22184 NC 125
WILLIAMSTON, NC 27892
COPPAGE, CHARLES D
OR CURRENT RESIDENT
P O BOX 7567
KILL DEVIL HILLS. NC 27948
COREY, ELSIE H HEIRS COREY, J E JR
OR CURRENT RESIDENT OR CURRENT RESIDENT
101 CAROLINA AVE 2503 MCCASKEY RD
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
COREY, JACKIE H COUNCIL, JIMMIE RENO
OR CURRENT RESIDENT OR CURRENT RESIDENT
1097 BAY ST 1090 TYNER RD
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
COUNCIL'S ARTHUR GARAGE CULLIPHER, CALVIN
OR CURRENT RESIDENT OR CURRENT RESIDENT
1160 PRISON CAMP RD 22500 NC 125
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
CULLIPHER, JAMES K CULLIPHER, MARTHA K
OR CURRENT RESIDENT OR CURRENT RESIDENT
3005 MCCASKEY RD 22290 NC 125
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
DONES, JOSE DAVID FOSTER, JEANNE HURST
OR CURRENT RESIDENT OR CURRENT RESIDENT
P O BOX 3 212 WILDCAT RD ,
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
FRANK, JESSE FRAZIER, JIMMIE CARTER
OR CURRENT RESIDENT OR CURRENT RESIDENT
P O BOX 1394 2390 MCCASKEY RD
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
GODDARD, JAMES BURNICE GRIFFIN, S C JR
OR CURRENT RESIDENT OR CURRENT RESIDENT
2646 MCCASKEY RD 216 WILLIAMS ST
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
Y
HAISLIP, MILDRED L HARDISON, DOROTHY R
OR CURRENT RESIDENT OR CURRENT RESIDENT
23856 NC 125 1415 HOLLY SPRINGS LOOP RD
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
HARDISON, J014N G JR HARRELL, JOSEPH M JR
OR CURRENT RESIDENT OR CURRENT RESIDENT
2010 W MAIN ST 2983 MCCASKEY RD
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
HARRISON, L B HEIRS HINES, LORRAINE
OR CURRENT RESIDENT OR CURRENT RESIDENT
116 N HAUGHTON ST 1072 COREY DRIVE
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
HOAGLAN, DAVID R HODGES, TERESA PEELE & MARI
OR CURRENT RESIDENT OR CURRENT RESIDENT
1019. POOL LN 1065 SMITH LN
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
HOLLIS, E CLIFTON HOLLOMAN, NINA P
OR CURRENT RESIDENT OR CURRENT RESIDENT
4429 POPLAR POINT RD 2933 MCCASKEY RD
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
HOLMES, INETHA NEWBY HOMETOWN INVESTMENTS INC
OR CURRENT RESIDENT OR CURRENT RESIDENT
9310 OLD STAGE HWY PO BOX 57
SMITHFIELD, VA 23430 EVERETTS, NC 27825
HOPKINS TIRE SERVICE HOWELL, WILLIAM
OR CURRENT RESIDENT OR CURRENT RESIDENT
1126 HOPKINS RD 211 E MAIN ST
WILLIAMSTON, NC 27892 MIDDLETOWN, CT 06457
HUTCHINSON, KENNETH B SR HYMAN, CECIL ANTHONY
OR CURRENT RESIDENT OR CURRENT RESIDENT
2851 MCCASKEY RD 2616 MCCASKEY RD
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
HYMAN, CECILLE J J PEANUTS CO
OR CURRENT RESIDENT OR CURRENT RESIDENT
1086 SMITH LANE P O BOX 200
WILLIAMSTON, NC 27892 SEVERN, NC 27877
JEFFREYS, GEORGE JR & SARAH JENKINS, DONNIE RAY
OR CURRENT RESIDENT OR CURRENT RESIDENT
1076 HOPKINS RD 36 CRITCHER MANOR
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
JOHNSON, DANNY W JONES, CELESTINE
OR CURRENT RESIDENT OR CURRENT RESIDENT
23758 NC 125 1144 GARY'S LANE
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
JONES, FRED HEIRS JONES, JOHN PAUL JR.
OR CURRENT RESIDENT OR CURRENT RESIDENT-
73 DERICK DR P O BOX 863
FISHKILL, NY 12524 WILLIAMSTON, NC 27892
JONES, JOSEPH A JR JONES, ROSA
OR CURRENT RESIDENT OR CURRENT RESIDENT
1071 ROCK RD 4485 POPLAR POINT RD
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
JONES, WILLIAM R. KANIPE, R BRENT & KIM R
OR CURRENT RESIDENT OR CURRENT RESIDENT
2016 W MAIN ST 110 W GRACE ST
WILLIAMSTON, NC 27892 WILLIAMSTON. NC 27892
a
i
KEEL, CHRIS ALAN & ERIN LYNNE
OR CURRENT RESIDENT
1060 ROCK RD
WILLIAMSTON, NC 27892
KEEL, WOODROW HILTON JR
OR CURRENT RESIDENT
105 LEE ST
WILLIAMSTON, NC 27892
LASSITER, MARY LILLEY
OR CURRENT RESIDENT
3785 JOE MOBLEY RD
WILLIAMSTON, NC 27892
LEE, LEAMON
OR CURRENT RESIDENT
20217 NEW HAMPSHIRE AVE
BRINKLOW, MD 20862
LEGGETT, JOSEPHINE W.
OR CURRENT RESIDENT
4508 POPLAR POINT RD
WILLIAMSTON, NC 27892
LILLEY FAMILY LLC
OR CURRENT RESIDENT
P 0 BOX 670
WILLIAMSTON, NC 27892
KEEL, JOSEPH D.
OR CURRENT RESIDENT
1375 PRISON CAMP RD
WILLIAMSTON, NC 27892
LANDRY, GERTRUDE PAYNE
OR CURRENT RESIDENT
2073 MCCASKEY RD
WILLIAMSTON, NC 27892
LASSITER, W L HEIRS
OR CURRENT RESIDENT
23825 NC 125
WILLIAMSTON, NC 27892
LEGGETT; JOSEPH C.
OR CURRENT RESIDENT
1084 J C LEGGETT RD
WILLIAMSTON, NC 27892
LIKELY, PATRICIA A
OR CURRENT RESIDENT
2420 MCCASKEY RD
WILLIAMSTON, NC 27892
LITTLE, RUFUS E HEIRS
OR CURRENT RESIDENT
9360 SPRINGMOUNT TERRACE
CHESTERFIELD, VA 23832
I
LILLEY, J ELMO JR
OR CURRENT RESIDENT
1035 GRAND CANYON RD
WILLIAMSTON, NC 27892
MANNING, JAMES TIMOTHY
OR CURRENT RESIDENT
1020 COREY DR
WILLIAMSTON, NC 27892
MCCAULEY, GERALD
OR CURRENT RESIDENT
2476 MCCASKEY RD
WILLIAMSTON, NC 27892
MILLER, TRACY E & TAMARA P
OR CURRENT RESIDENT
1045 SMITH LN
WILLIAMSTON, NC 27892
MINTON, LONNIE DALE & FAYE P
OR CURRENT RESIDENT
1096 HOPKINS RD
WILLIAMSTON, NC 27892
MODLIN, SHELBY
OR CURRENT RESIDENT
3133 MCCASKEY RD
WILLIAMSTON, NC 27892
MOORE, BENJAMIN F
OR CURRENT RESIDENT
4456 POPLAR POINT RD
WILLIAMSTON, NC 27892
NICHOLSON, CHARLES C
OR CURRENT RESIDENT
21662 NC 125
WILLIAMSTON, NC 27892
NORMAN, GLORISTEEN
OR CURRENT RESIDENT
2444 MCCASKEY RD
WILLIAMSTON, NC 27892
MEADE, LUCILLE HEIRS
OR CURRENT RESIDENT
4223 MILL ST
PHILADELPHIA, PA 19136
MILLS, CHARLES W
OR CURRENT RESIDENT
4536 POPLAR POINT RD
WILLIAMSTON, NC 27892
MIZELLE, RALPH DEREK
OR CURRENT RESIDENT
2762 MCCASKEY RD
WILLIAMSTON, NC 27892
MOORE, ANTHONY A & DENISE M
OR CURRENT RESIDENT
1740 MCCASKEY RD
WILLIAMSTON, NC 27892
MOORE, JAMES E
OR CURRENT RESIDENT
1041 ROCK RD
WILLIAMSTON, NC 27892
NICHOLSON, EVELYN
OR CURRENT RESIDENT
2875 MC CASKEY RD
WILLIAMSTON, NC 27892
NORTHSIDE RECREATION INC.
OR CURRENT RESIDENT
P 0 13OX 373
WII.L.IAMSTON, NC 27892

J
NOWACK, RAYMOND L SR
OR CURRENT RESIDENT
4560 POPLAR POINT RD
WILLIAMSTON, NC 27892
PAYNE, HUGH B
OR CURRENT RESIDENT
2069 MCCASKEY RD
WILLIAMSTON, NC 27892
PEELE, SUSIE P
OR CURRENT RESIDENT
2662 MCCASKEY RD
WILLIAMSTON, NC 27892
PERRY, ARCHIE
OR CURRENT RESIDENT
208 WEAVER DR
WILLIAMSTON, NC 27892
PERRY. GERALD R
OR CURRENT RESIDENT
2775 MCCASKEY RD
WILLIAMSTON, NC 27892
PITTMAN, CHARLES D
OR CURRENT RESIDENT
316 BEACH 48TH ST
FAR ROCKAWAY, NY 11691
POWELL, DAVID WAYNE
OR CURRENT RESIDENT
1088 ROCK RD
WILLIAMSTON, NC 27892
PARKER, GEORGE
OR CURRENT RESIDENT
1091 PRISON CAMP RD
WILLIAMSTON, NC 27892
PEELE, REGINA
OR CURRENT RESIDENT
2490 MCCASKEY RD
WILLIAMSTON, NC 27892
PEELE, VALORIE DENEEN
OR CURRENT RESIDENT
2514 MCCASKEY RD
WILLIAMSTON, NC 27892
PERRY, ARCHIE STANLEY
OR CURRENT RESIDENT
1894 MCCASKEY RD
WILLIAMSTON, NC 27892
PHELPS, BILLY RAY
OR CURRENT RESIDENT
21827 NC 125
WILLIAMSTON, NC 27892
POWELL, CLARENCE
OR CURRENT RESIDENT
5235 NOBLES MILL POND RD
ROCKY MOUNT, NC 27801
POWELL, WM. HENRY ETALS
OR CURRENT RESIDENT
1209 WALNUT ST
GOLDSBORO. NC 27530
PRICE, NICHOLE YVETTE PURVIS, WILLIAM EDWARD
OR CURRENT RESIDENT OR CURRENT RESIDENT
1186 ZEKE RHODES LANE 1150 SMITH LANE
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
REDDICK REALTY INC REYNOLDS, TROY
OR CURRENT RESIDENT OR CURRENT RESIDENT
3002 W MAIN ST 9409 DUKES LAKE RD
WILLIAMSTON, NC 27892 ZEBULON, NC 27597
RHODES, DOROTHY HEIRS ROBERSON ASPHALT LLC
OR CURRENT RESIDENT OR CURRENT RESIDENT
1102 ZEKE RHODES LN 1294 GREENVILLE AVE
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
ROBERSON, CHARLES BRENT ROBERSON, JOHN EARL
OR CURRENT RESIDENT OR CURRENT RESIDENT
116 ACADEMY ST 206 S PARK AVE
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
ROBERSON, JUDAS A ROBERSON, MARY ALICE T
OR CURRENT RESIDENT OR CURRENT RESIDENT
25 WHITE OAK CIRCLE 4014 W MAIN ST
DYERSBURG, TN 38024 WILLIAMSTON, NC 27892
ROBINSON, ARNOLD ROBINSON, GERALD W
OR CURRENT RESIDENT OR CURRENT RESIDENT
3152 MCCASKEY RD 1120 SMITH LANE
WILLIAMSTON. NC 27892 WILLIAMSTON, NC 27892
ROCK-LUPTON, BARBARA DIANE RODGERS, DAVID EARL
OR CURRENT RESIDENT OR CURRENT RESIDENT
1030 HOPKINS RD 3249 MCCASKEY RD
WILLIAMSTON. NC 27892 WILLIAMSTON, NC 27892
J
11
RODGERS, JOSEPH COLLINS
OR CURRENT RESIDENT
1127 HEARTLAND RD
WILLIAMSTON, NC 27892
ROGERS, WILLIE DELMUS
OR CURRENT RESIDENT
2006 W MAIN ST
WILLIAMSTON, NC 27892
I
RONEY, JOHN ROBERT JR
OR CURRENT RESIDENT
407 WOODLAWN DR
WILLIAMSTON, NC 27892
SIMPSON, MICHAEL W & RENEE B
OR CURRENT RESIDENT
21699 NC 125
WILLIAMSTON, NC 27892
SPELLER, BARBARA J
OR CURRENT RESIDENT
2558 MCCASKEY RD
WILLIAMSTON, NC 27892
i
SPRINT CAROLINA TELEPHONE
OR CURRENT RESIDENT
P O BOX 12913
SHAWNEE MISSION, KS 66282
STANCILL, NATHAN E
OR CURRENT RESIDENT
2014 W MAIN ST
WILLIAMSTON, NC 27892
RODGERSON, BETTY B
OR CURRENT RESIDENT
P 0 BOX 349
WILLIAMSTON, NC 27892
ROGERSON, BOBBY CHARLES JR
OR CURRENT RESIDENT
1940 MCCASKEY RD
WILLIAMSTON, NC 27892
ROSS, WILLIAM G ETALS
OR CURRENT RESIDENT
1253 OAKDALE DR
WILLIAMSTON, NC 27892
SMITH, HARRY J.
OR CURRENT RESIDENT
2552 MCCASKEY RD
WILLIAMSTON, NC 27892
SPELLER, LARRY W
OR CURRENT RESIDENT
3093 MCCASKEY RD
WILLIAMSTON, NC 27892
STANCIL, MICHAEL RAY
OR CURRENT RESIDENT
2020 W MAIN ST
WILLIAMSTON, NC 27892
STEVENS, JEAN M.
OR CURRENT RESIDENT
2606 RALPH TAYLOR RD
WILLIAMSTON, NC 27892
STOKES, SAMMY L TAYLOR, SAMUEL S
OR CURRENT RESIDENT OR CURRENT RESIDENT
1145 ABBITT'S RD 1408 PRISON CAMP RD
WILLIAMSTON, NC 27892 WILLIAMSTON, NC 27892
VANN, ALBERT NEIL
OR CURRENT RESIDENT
23876 NC 125
WILLIAMSTON, NC 27892
WARREN, KENNETH LEE JR.
OR CURRENT RESIDENT
1101 ROCK RD
WILLIAMSTON, NC 27892
WEBB, TONY DALE & CYNTHIA
OR CURRENT RESIDENT
23804 NC 125
WILLIAMSTON, NC 27892
WHITAKER, KIMBERLY JO
OR CURRENT RESIDENT
1325 ASHMOOR LANE
WINTERVILLE, NC 28590
WHITLEY, JOHN S
OR CURRENT RESIDENT
611 SMITHWICK ST
WILLIAMSTON, NC 27892
WIGGINS, WILLIE RAY
OR CURRENT RESIDENT
3323 MCCASKEY RD
WILLIAMSTON, NC 27892
WALLACE-GREENAGE, BELVA
OR CURRENT RESIDENT
330 S CANTERBURY RD
CHARLOTTE. NC 28211-3222
WASHINGTON, N L HEIRS
OR CURRENT RESIDENT
2018 W MAIN ST EXT
WILLIAMSTON, NC 27892
WELLS, RUSSELL L & MARCIA A
OR CURRENT RESIDENT
1111 PRISON CAMP RD
WILLIAMSTON, NC 27892
WHITE, KYLE IAN
OR CURRENT RESIDENT
2580 MCCASKEY RD
WILLIAMSTON, NC 27892
WHITLEY, SAMUEL B
OR CURRENT RESIDENT
24125 NC 125
WILLIAMSTON. NC 27892
WILLIAMS. HESTER
OR CURRENT RESIDENT
3260 MCCASKEY RD
WILLIAMSTON, NC 27892

WILLIAMS, JOHN B
OR CURRENT RESIDENT
2133 MCCASKEY RD
WILLIAMSTON, NC 27892
WILLIAMS, MARCUS AVERY & SHIRLEY L
OR CURRENT RESIDENT
3183 MCCASKEY RD
WILLIAMSTON, NC 27892
WILLIAMSTON TOWN OF
OR CURRENT RESIDENT
P O BOX 506
WILLIAMSTON, NC 27892
WOOLARD, ROBERT EARL
OR CURRENT RESIDENT
1151 HEARTLAND RD
WILLIAMSTON, NC 27892
WILLIAMS. M ELAINE
OR CURRENT RESIDENT
2023 MCCASKEY RD
WILLIAMSTON, NC 27892
WILLIAMS, RAYMOND
OR CURRENT RESIDENT
1909 TEE DEE ST
RALEIGH, NC 27610
WOBBLETON, BENNIE R
OR CURRENT RESIDENT
1075 COREY DR
WILLIAMSTON, NC 27892