20010493 Ver 1_Complete File_20010404

r
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
T ffl?WA •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 27, 2001
Wilson County
DWQ Project No. 010493
APPROVAL OF 401 Water Quality Certification and ADDITIONAL CONDITIONS and Neuse
River Buffer Rules
Mr. James H. Trogdon, P.E.
NCDOT Division 4
PO Box 3165
Wilson, North Carolina, 27893
Dear Mr. Gilmore:
You have our approval, as described in your application dated March 25, 2001, and in accordance with the
attached conditions and those listed below, to place fill material in 0.07 acres of wetlands and 60 linear feet
of streams for the purpose of widening and improving SR 1101 (Black Walnut Road) from US Highway 30
to SR 1100 (St. Mary's Church Road) in Wilson County. The project shall be constructed in accordance
with your application dated March 25, 2001. After reviewing your application, we have decided that this
fill is covered by General Water Quality Certification Number 3289. This certification corresponds to the
Nationwide Permit Number 14 issued by the Corps of Engineers. This approval is also valid for the Neuse
River buffer rules (15A NCAC 2B .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 sheetflow at nonerosive velocities through the protected stream buffers.
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.
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
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
•
A 4
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
Ue zi?
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
c:\ncdot\SR 1101\wqc\010493wgc.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/ 10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
4 •
IT
NC ENR
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-
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 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 fill 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 fill or substantial modification of wetlands or waters (including streams) under this General
Certification requires application to and prior written concurrence from the Division of Water Quality;
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 foot wide wooded and an adjacent 20 foot wide vegetated buffer on both
sides of the relocated channel to the maximum extent practical. A transitional phase incorporating coir
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
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCE5
fiber and seedling establishment is allowable. Also, rip-rap may be allowed if it is necessary to maintain
the physical integrity of the stream, but the applicant must provide written justification and any
calculations used to determine the extent of rip-rap coverage requested. If suitable stream mitigation is
not practical on-site, then stream impact will need to be mitigated elsewhere;
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 2B.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;
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 floodways or wetlands, openings such as culverts or
bridges must be provided to maintain the natural hydrology of the system as well as prevent constriction
of the floodway that may result in 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 fill 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 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
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
1 5 •
NCDENR
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 18 may not be used in conjunction with this Certification to create
high ground 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] 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
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
DWQ Project No.:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
F?W'A
1
• 2
Adam NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return 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 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Agent's Certification
Date:
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:
Engineer's Certification
Partial Final
.1, , 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
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
Registration No.
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
401 ISSUE
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR
March 25, 2001
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27609
Attention: Mr. Eric Alsmeyer
NCDOT Coordinator
SECRETARY
010493
Subject: Secondary road improvements to SR 1101 (Black Walnut Road) from US
Highway 301 to SR 1100 (St. Mary's Church Road) in Wilson County.
The North Carolina Department of Transportation (NCDOT) proposes to upgrade
SR 1101 (Black Walnut Road) from US Highway 301 to SR 1100 (St. Mary's Church
Road), (Figure 1) in Wilson County. SR 1101 is an unpaved roadway that will be
upgraded to a paved roadway. Total project length is 1.081 miles.
Transportation and highway laws of North Carolina (G.S. 136-44.6, 136-44.7,
136-44.7A, 136-44.8, and 136-44.9) require the NCDOT to develop annual work
programs for construction and maintenance of secondary roads. These general statutes
specifically set forth requirements for annual construction and paving of existing unpaved
roads. Paving of these roads is performed in priority order as established by the NCDOT
for each unpaved road within a given county. This number is based on characteristics of
each road, including number of homes, schools, churches, businesses, industries,
recreational facilities, traffic counts, presence of school bus routes, and value as a
thoroughfare. Black Walnut Road is scheduled to be paved in the 2000-2001 Secondary
Roads Construction Program.
Impacts to Waters of the United States
Construction of the project will necessitate impacts to waters of the UnitedStates
in the Neuse River Basin. The project crosses one unnamed intermittent tributary to Little
Buffalo Creek, which is shown in the following table. Impacts to the stream from
C7 -<
rn Fz
C I"r'7
rn z
Post Office Box 3165, Wilson, North Carolina 27895-3165
construction include 180 square feet fill in surface water and a total of 60 linear feet
existing channel impacted.
LOCATION EXISTING EXISTING PROPOSED PROPOSED
Station Width in. Length ft. Width in. Length ft.
58+00 24 40 36 60
Impacts to wetlands associated with roadside shoulder and ditch construction are
also shown in the following table. The total impacts to wetlands are estimated to be 0.07
acres.
LOCATION WETLAND AREA WETLAND TYPE
57+00 -58+25 3150 SF 0.07 AC. PFOIA/PEM
Waters of the U.S. Mitigation
Avoidance: No new ditch work will be performed within the riparian buffer, thus
avoiding most of the impacts to wetlands in that area. 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
wetlands or surface waters.
Minimization: The side slopes have been steepened to the extent possible at
jurisdictional sites. 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 maintenance forces 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 less than 0.10
acres of total impacts to waters of the U.S. Impacts have been minimized to the maximum
extent possible during the design process.
Riparian Buffer Impacts
The construction of the project involves a road crossing of a stream that is subject
to the Neuse Riparian Buffer Rule. Construction impacts at each jurisdictional crossing
are less than 40 linear feet of riparian buffer. - Based on the impacts to the riparian buffer at
this site, the crossing is exempt from the Rule. No new ditches will be excavated within
the riparian buffer. Level spreaders and permanent check dams installed outside of th60
foot buffer will provide diffuse flow from roadside ditches, and minimize sediment and
nutrient input to the stream. The existingroad bed within the riparian buffer will not be
widened, and the increased storm water runoff will be attenuated by grassed shoulders and
the storm water measures mentioned above.
Dewitering
The NCDOT proposes to temporarily dewater the stream during the construction
of the project. This will involve the temporary placement of sandbags, sheet metal
cofferdams, or Class B or Class 2 rip rap covered with filter fabric in the stream channel
approximately 10 feet upstream of the proposed pipe inlet. To maintain water flow during
construction, water upstream of this impervious structure will be temporarily pumped out
and conveyed downstream of the construction activity where it will be allowed to filter
through vegetation before flowing into the stream. The stream will be dewatered for less
than a day. This will result in temporary impacts to these surface waters.
Temporary impacts to the stream from this activity will result in the dewatering of a total
of 210 square feet of streambed and approximately 70 linear feet stream channel for the
proposed pipe replacement. The sandbags or riprap covered with filter fabric will be
entirely removed after construction.
Permit Issues
The purpose of this letter is to request authorization under Section 404
Nationwide Permit (NWT) 14, Linear Transportation Crossings. Notification for the use
of this NWP to the USACE is required for this project, as the discharge associated with
the project is less than 0.10 acre and requires impacts to special aquatic sites (including
wetlands). Also, notification to the North Carolina Division of Water Quality (NCDWQ)
for Section 401 Water Quality Certificate (WQC) No. 3289 is required for this project.
NCDOT will comply with all conditions associated with this NWP and WQC.
Additionally, the purpose of this letter is to request authorization under a Section
404 NWP 33 to dewater the stream during project construction. The 401 WQC No. 3114
(which corresponds to NWP 33) does not require written concurrence from the NCDWQ
as NCDOT intends to comply with conditions for the WQC.
Regulatory Review
The subject project has been reviewed and concurrence obtained from the State Historic
Preservation Office that there is no effect to any National register or Study-listed
properties within the subject projects area of potential effects. (See attached Concurrence
Form.)
The subject project has been reviewed by the Environmental Officer and by the U.S. Fish
and Wildlife Service (USFWS) representative for the presence of listed threatened and
endangered species. The subject project has been determined to have no effect on any
listed threatened or endangered plant or animal species. (See attached concurrence letter.)
Summary
NCDOT proposes to upgrade and pave SR 1101 in Wilson County. Temporary
impacts to the stream from dewatering activity will involve 210 square feet of streambed
and 70 linear feet of stream channel. Impacts associated with the pipe replacement at this
project include 0.004 acres of fill in surface water and 60 linear feet existing channel
impacted. Impacts to wetlands are estimated to be 0.07 acres due to roadside ditch
construction. The project is located in the Neuse River Basin. Impacts at the stream
crossing are less than 40 linear feet in the buffer and are therefore exempt from the
Riparian Buffer Rule. Storm water runoff will be attenuated by the use of level spreaders,
permanent check dams and grassed shoulders. The NCDOT asks that the dewatering of
the stream be authorized under a Section 404 NWP 33. The NCDOT will adhere to all
applicable Section 404 NWPs and Section 401 WQCs conditions. If you have any
questions or need additional information, please contact Ms. Robin M.Little at (252) 237-
6164.
Jaes H. Trogdon, III, P.E.
isio Engineer
cc: Mr. David Franklin USACE ilmin?ton ".
Mr. John Dorney, NCDWQ, Raleigh
Mr. David Cox, NCWRC, Creedmoor
Mr. Garland Pardue, USFWS, Raleigh
Mr. Bryant Bunn, PE., NCDOT Division Maintenance Engineer
Mr. Don Goins, P.E., Chief Engineer, Operations
DWQ ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 14 and 33
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: NC DEPARTMENT OF TRANSPORTATION
2. MAILING ADDRESS: PO BOX 3165
CITY: WILSON
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): WILSON CO, SR 1101, from NC 301 to SR 1100
3. TELEPHONE NUMBER (WORK): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, and PHONE NUMBER:
JAMES H. TROGDON, III, P.E., DIVISION ENGINEER [phone]
ROBIN M. LITTLE, DIVISION ENVIRONMENTAL OFFICER [phone]
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: KENLY
1
STATE: NC ZIP CODE: 27895
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
SR 1101, FROM NC 301 TO SR 1100, NORTHEAST OF KENLY.
6. IMPACTED OR NEAREST STREAM/RIVER: UT TO LITTLE BUFFALO CREEK
RIVER BASIN: NEUSE RIVER
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:
ID # 27-57-17 C NSW
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:
NA
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT
SITE: NA
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION: 0.07
FLOODING:
DRAINAGE:
OTHER:
TOTAL ACRES TO BE IMPACTED: 0.07
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: NA FT AFTER:
WIDTH BEFORE (based on normal high water contours):
WIDTH AFTER: 10 FT
AVERAGE DEPTH BEFORE: 2 FT AFTER:
NA FT

10 FT

2 FT
(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 DEWATERING BY PLACEMENT OF SHEET METAL COFFERDAMS IN
STREAM CHANNEL FOR PIPE REPLACEMENT.
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? NA
WHAT IS THE EXPECTED POND SURFACE AREA? NA
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY): ROAD GRADING, PAVING, ROADSIDE DITCH EXCAVATION, EROSION
CONTROL MEASURES, MINIMAL WIDENING, ON EXISTING ROADBED. NO DITCH WORK
WITHIN 50 FT RIPARIAN BUFFER. TEMPORARY DEWATERING BY PLACEMENT OF SHEET
METAL COFFERDAMS REQUIRED DURING PIPE REPLACEMENT. TEMPORARY IMPACTS TO
WATER QUALITY AND STREAM BUFFER MINIMIZED TO GREATEST EXTENT
PRACTICABLE.
3. PURPOSE OF PROPOSED WORK: SECONDARY ROAD IMPROVEMENTS TO ENHANCE
SAFETY FOR VEHICULAR TRAFFIC AND MAINTENANCE PIPE REPLACEMENT.
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): IMPACTS AVOIDED BY AVOIDANCE OF BUFFER AND MINIMIZED
WITHIN WETLAND BY MAINTAINING EXISTING DITCHES AND MINIMAL WIDENING
OF ROAD AND MINOR CHANGES TO ROAD SIDE SHOULDERS AND DITCHES.
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE 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: 1/19/01 (SEE ATTACHED USFWS CONCURRENCE LETER.)
15. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT
AREA, WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: 3/15/01 (SEE ATTACHED SHPO CONCURRENCE FORM)
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE
OF PUBLIC (STATE) LAND?
YES [ X J 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 [ I NO [ X ]
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO [
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? RURAL RESIDENTIAL
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
NA
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
A IVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
'' 3-30-01
'S SIGNATURE DATE
( GEN 'S SIGNATURE VALID ONLY
I AU HORIZATION LETTER FROM
T E WNER IS PROVIDED (18g.))
5
"SITE VICINITY MAP"
SCALE 1= z m DES
'? ?Y.1. i / I 1•?a
vu I.s, U Z
I ?
ll.
?l
;.1?? • 9O 1.103 .55 „? .
? I
i . I S I - !!=c°
e
11? \
09
t2 ? \
I
• N / I
? ll95 ' ?
llC3 a \
j U2? L
Lat •\
IICA '
r..
ll1s LLcs
d / y `' ry
Sl..Mryr w 1.97
11 c()
.78
?.6q
IOrbr
4P .9 Gwjilrsg
%
uoo • ` i
?ocOPcnl
.91 luz
r.fif.... ` ` Set
F4S
1562 \• 37
'? mss _ _ „aµy"P•
KENLY J
rte' POP. 1,133
tv S T 1664
CCHNSTON 1,3 `
a3 3
WiL5ON 6/ a
,....+1 ?'?• 15:5 '? ?
"SITE VICINITY MAP"
SCALE 1'= e' 7 til r >, ?,S
t,j o S C n! (C 1C011-)MAP
Y 0?1• f•
A UNITED STATES
DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
78°07'30" 761000-E '62
7'30"
Cemi
1500"N
q '7
I
t PR?S-L - ----? -
7
64 5'
I
I /
Kirb t
i
-,,f
Iiirbys;'
Crossin
='Cem
Coat 20
St
O ` /98 - •
/ , 11
s " is 1 ::Cem -
- ? 0033" _ I it -
••Cem Cem
a0? 20y-- ?? i 1
I
?05 I
° / Cem"
Cem:: ??
Cem
- mit ?? LLW l Cem
,• • ?\ ` \ 1
• • ' ? :: Ceri
' :Kenlyl:
•? •\?. •I? ! - Emma u, .°`Kenly
_ Cem
?• l` _ 'Cem;' ?J
0942 > - olvial
a a,. ! ~\ ?`/• ._ - 1 __? cam.:
211
3 51
-? Barn. ?'' - /V ?\ ?r- _`
09,31 I .
59cda •,
USGS QUAD MAP
SCALE 1 24.000
KEIVLv EA57•'
.\• s•r.
_ 6w
,
N'03 Nc?t t
NoA
NOR
t.? / o -Via
"
ro To 0' ' t 1
tFor i . "y / z
GoA 95 Noq 6h a r c F ] r " NnB
Go?i .-..-,_,./ fitUr •?r r-T?"s NoA Nc
Ra C _" /
gb` A3ti? R,h
u
10
n 3///. R a ?Lo ,? e. y BU, r r1 B l_
To. t t , NoA ?•'' °' °.'d ;Rt NoA
GOA
I ' 3 } Itu: S ?c' . MaA
Kir
Ra GoA \ { pis r LY' d " C. Or slug cop ?.
N A OP t,t , < °r -0r ?Gt-
f i/
Nos
c ` voP o r +\ ?,<.,'t ? ? ?• Gdq. •FSal...r? {^ NnB r" " N. -`s;..+rr _ `
_ ? fFa GOA , Go t rte' pPp ,?ae?#r??'•, ?..?, ?----•'?'
°5 jlia a P } {1 a .r ?` r S?pBO l <c LTG.
GoA c ,' s ? G4 I" oA t ? T ? 6 ifi
4r + r -< ` Ra .,. - r 1,1 f NO NoA r, 1
..* . h 3•. c . ws, ? - r 2, A. ,? ?cam .
GoP
Ra
0
r ys' 9 GbA No M1aB N?t teG? iii Y
hOE ?, i Ra R ti <vtaA
NOA s` NoA
Tai
GOq.,
'40A
Ra'` Non
1 G ` oA Noa o l Ma8• ? ,??
A'i•. y{ z "-1 ? '; i? tens
301 _ R a Z r ?.?P o? t
a v`a
No- Go NOAN N`y So nS a? \ u P?O/? t7t NoA ti.
Cti?`}) R$lrr MaB t t ui ?Oe
.. , d - 4 'R lt'f .d' {s ?
r j
la .r< ??vK r 1 a Rg `'1a RM?,. F• } S•' r 'a ). VJaB .:y.
+ r J ?i r i•. ''ffie. t. r ?i,? -S?`.?r.7' S r.? 6?r ?y „ .,, i -..,..?
R•: hS i 3 i r X' i' ;a : J\ NoA
w• r ?` / *? k '.r ;e-.,? NOB ?a ? y ` T r ? t5ss
e? Nn6tr ' "NOB MaB e
? r y, 1 t SrQ MaB 2 GO'" c r,
i L.r, , PI •'?•ry l'?rP1 `i r ? C,y yr+'? +`"? 'l.?`by. iai.*.F ?8 -..a O
ai i*v? Y ?r r.?rr? sC•r N0B'..
{.,soot r ?-, > `l ,?'? ..r ^^y.,.. • V Z. .,,"` Oq`2.0 ?0
Nob f
+: {^wr,+`i 'av ii• }r>rK T'"wn4a a' ?'A' 1. ' '? 'L.?.?"$ Sa ., r - l'+y?'?,L•?i? ,<$Y "
r.? . ./ F r , ??r 1 a jr.'..r .1.1''• ?.- t" g -Fk
va .4
? ? et u ,te " r }!.'1 i?'ate r r.Y?i,.• r'{ s
1+ +t '? ? ?: ? ASS 1• rt ?,.
Syr
1. . -. ? • h"+[r y<b ?: _"'• +
a a
USDA/NRCS SOIL SURVEY ,
COUNTY Wi t_5 cd SHEET #
$
SCALE 1=2000/
` a
,?m? L 312 6/0 / - =
IV
z
0
r
C
V
0
r
m
x
O
z
H
a
r
b
Y
z
co I
m
0
Z °
? O
0
L- O
+
m o
n o
0
0
(P
? x
:IJ
0
x
b
.P

Ul
i
i
i

i
V
co
?O
0
m t
zZ r
-o'
0
o
N M V
Q`
O
bo
GJ

0
rn
y

pc?
0-4 0

CD
z o c 5
d ? ? a
z ? a

? s£ *? roro ? m?. -1 ro ; :4 i ro -i o ro ro s i -l ro s -1 ro w ro w ro t° ? fP ro P ro m _'? O
PP -3
ILiFiF?-xi9b?'c?z? ;z
C?-IC? C SG Z 1 r Sri It
7 i. F• 11
C?
O
z
0
OI
z
rA' ?
?'s7
9
W o
N
QQ i z
z
c
110
100
90
80
70
HILDA G.S. CARVER /
50' Buffef Each Way ?fEAIPeeAx-
To Be N?asured Frog CcFt=E-POAa'15
Top of Ditch Bank saN? ,
I ?
3X6X2
;"4' CONC PIPE

3X6X2
"ft:w+ri; Ka
/ SHEET M:-71L
wFFer,m -t S
c,C :51W D 9AC S
HILDA G.S. CAR ER
EDWARD EARL
& Q
` CATHERINE S. SULLIVAN
/ /AL I"-SUS
N 1'01'47.9 E
2X8 >S1 LTBAriiN WETLAND INIF
/ 50'13 fer Each Way
?---T e Measured From
op of Ditch Bank
EDWARD EARL
i:.
CATHERINE S. SULLIVAN
13 14, PL- &I I
57 SrpTlolj *58 . 59 60
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: 5 P 110 1 / h1 I L5 C%?J Date: 11/3/ CO.
Applicant/Owner: County: w t c; 0,"J
Investigator: iK'..t.vLV State: kf.-
Do Normal Circumstances exist on the site? ?'' No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes Transect ID:
Is the area a potential Problem Area? Yes ® Plot ID:
If needed, a lain on reverse.
VEGETATION
Dominant Plant SoeCles Stratum Indicator Dominant Plant Species Stratum Indicator
1.\TUNCU5 EFFLISIS
2. BACC N k1; to S _ _2P-?'_
H E
w
C 9._ u _-
-A
?
4. Q)C17 TVl f? P L.E _- FAL_ 12.

5. - - --
13.
6.
7. 14.
15a
1

8. ----
-
16.

Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC- .

Remarks: t? L ?,{ ?yL t
V rc?i 1 C'v? 1
I y1?1(i it? i! C l
HYDROLOGY
- Recorded Data (Describe In Remarks): Wetland Hydrology Indicators:
_ Stream, Lake, or Tide Gauge Primary Indicators:
_ Aerial Photographs Inundated
_ Other ? Saturated in Upper 12 Inches
No Recorded Data Available -Water Marks
_ Drift Lines
_ Sediment Deposits
Field Observations: -Drainage Patterns In Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water. (in.) ? Oxidized Rod Channels In Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: (in.) ?Local Sol Survey Data
FAC-Neutral Test
Depth to Saturated Soil: 6 An.) _ Other (Explain In Remarks)
Remarks:
11,
B2 Appendix B Blank and Example Data Forms
SOILS
Map Unit Name ?
(Series and Phase): i -
n t S n p t f? VAA Drainage Class: P&O I J ^' P-44
--

Taxonomy (Subgroup): {- i Field Observations
?
i (_ Tr, C, j a.e (SLY Conllrm Mapped Type? No
Profile Descrlotiom
Depth
(inches) Flokzon
Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions,
(Munsell Moist) (Munsell Moist) Sim/Contrast Structure, etc.

sh.c? ?D awl S:7 JkJS??
10 r 3/I 4/ Jv f 7/1- L'cmm(,,d'11
'
I b ??G
1 r
Y ?Y", !J _ %G -vJ Nn tl CI 1 S b 3?i y1 \/ ^ I e 1
_
7
-
IV +._ i' 7
10 yr L/t 1Gyr
i?`
Hydric Soil Indicators:
- Histosol _ Concretions
- Histlc Epipedon _ Hgh Organic Content in Surface Layer in Sandy Soils
- Sullidic Odor _ Organic Streaking In Sandy Soils
Aqulc Moisture Regime / Listed on Local Hydric Soils List
? Reducing Conditions ? Listed on National hydric Soils List
71
W
Gleyed or Lovl`Chroma Colors - Other (E)plain In Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophylic Vegetation Present? Ya No (Circle) (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? es No Is this Sampling Pioi?nt Within a Wetland? (9 No
Remarks: nX1(?I?j?,t 11C4?? 1Y? lc%?Tl ??1?r?sL
.
Approved by HQUSACE 3192
Appendix B Blank and Example Data Forms B3
County: Wilson NCDOT Division # 4 District # 2
CONCURRENCE FORM FOR PROPERTIES NOT ELIGIBLE FOR THE NATIONAL
REGISTER OF HISTORIC PLACES,
FOR STATE FUNDED SECONDARY ROAD PROJECTS ONLY
Project Description: Pave and Widen Wilson SRI 101 including Federal Permit Areas A, B, & C
On March 15, 2001, representatives of the
North Carolina Department of Transportation (NCDOT)
North Carolina State Historic Preservation Office (HPO)
Other
Reviewed.the subject project at
a scoping meeting
photograph review session/consultation
other All parties present agreed
There are no properties over fifty years old within the project's Federal-Permit Site's (or Sites') area (or
;ar e a ) of potential effects (APE).
h a are no properties less than fifty Years old that are considered to meet Criterion Consideration G
.
within the project's Federal Permit Site's (or sites') area (or areas) of potential effects.
There are properties over fifty years old (list attached) within the project's Federal Permit Site's (or Sites')
area (or areas) of potential effects, but based on the historical information available and the photographs of
each property, properties identified as 1, 2, & 3 , are considered not eligible for the National Register
and no further evaluation is necessary.
There are no National Register or Study-Listed properties located within the secondary road project's area
of potential effects.
There are no historic properties affected by this project. (Attach any notes or documents as needed)
Signed:
le'
/j
?
Representa ive, NCO i Date

epresetita'tive, HPO l Date !

State Historic Preservation Officer Date
If a survey report is prepared, a final copy of this form and the attached list will be included.
•Q air +?• , A
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
March 25, 2001
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27609
,010419,-3
Attention: Mr. Eric Alsmeyer
NCDOT Coordinator
Subj ect: Secondary road improvements to SR 1101 (Black Walnut Road)from US
Highway 301 to SR 1100 (St. Mary's Church Road) in Wilson County.
The North Carolina Department of Transportation (NCDOT) proposes to upgrade
SR 1101 (Black Walnut Road) from US Highway 301 to SR 1100 (St. Mary's Church
Road), (Figure 1) in Wilson County. SR 1101 is an unpaved roadway that will be
upgraded to a paved roadway. Total project length is 1.081 miles.
Transportation and highway laws of North Carolina (G.S. 136-44.6, 136-44.7,
136-44.7A, 136-44.8, and 136-44.9) require the NCDOT to develop annual work
programs for construction and maintenance of secondary roads. These general statutes
specifically set forth requirements for annual construction and paving of existing unpaved
roads. Paving of these roads is performed in priority order as established by the NCDOT
for each unpaved road within a given county. This number is based on characteristics of
each road, including number of homes, schools, churches, businesses, industries,
recreational facilities, traffic counts, presence of school bus routes, and value as a
thoroughfare. Black Walnut Road is scheduled to be paved in the 2000-2001 Secondary
'Roads Construction Program.
Impacts to Waters of the United States
:::C7 -0
Construction of the project will necessitate impacts to waters of the UnitedStates n n
in the Neuse River Basin. The project crosses one unnamed intermittent tributary to Little M Ez
Buffalo Creek, which is shown in the following table. Impacts to the stream from rrn
o --i
Post Office Box 3165, Wilson, North Carolina 27895-3165
construction include 180 square feet fill in surface water and a total of 60 linear feet
existing channel impacted.
LOCATION EXISTING EXISTING PROPOSED PROPOSED
Station Width in. Length ft. Width in. Length ft.
58+00 24 40 36 60
Impacts to wetlands associated with roadside shoulder and ditch construction are
also shown in the following table. The total impacts to wetlands are estimated to be 0.M
acres.
LOCATION WETLAND AREA WETLAND TYPE
57+00 -58+25 3150 SF 0.07 AC. PFOIA/PEM
Waters of the U.S. Mitigation
Avoidance: No new ditch work will be performed within the riparian buffer, thus
avoiding most of the impacts to wetlands in that area. 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
wetlands or surface waters.
Minimization: The side slopes have been steepened to the extent possible at
jurisdictional sites. 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 maintenance forces 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 less than 0.10
acres of total impacts to waters of the U.S. Impacts have been minimized to the maximum
extent possible during the design process.
Riparian Buffer Impacts
The construction of the project involves a road crossing of a stream that is subject
to the Neuse Riparian Buffer Rule. Construction impacts at each jurisdictional crossing
are less than 40 linear feet of riparian buffer., Based on the impacts to the riparian buffer at
this site, the crossing is exempt from the Rule. No new ditches will be excavated within
the riparian buffer. Level spreaders and permanent check dams installed outside of th60
foot buffer will provide diffuse flow from roadside ditches, and minimize sediment and
nutrient input to the stream. The existingroad bed within the riparian buffer will not be
widened, and the increased storm water runoff will be attenuated by grassed shoulders and
the storm water measures mentioned above.
Dewatering
The NCDOT proposes to temporarily dewater the stream during the construction
of the project. This will involve the temporary placement of sandbags, sheet metal
cofferdams, or Class B or Class 2 rip rap covered with filter fabric in the stream channel
approximately 10 feet upstream of the proposed pipe inlet. To maintain water flow during
construction, water upstream of this impervious structure will be temporarily pumped out
and conveyed downstream of the construction activity where it will be allowed to filter
through vegetation before flowing into the stream. The stream will be dewatered for less
than a day. This will result in temporary impacts to these surface waters.
Temporary impacts to the stream from this activity will result in the dewatering of a total
of 210 square feet of streambed and approximately 70 linear feet stream channel for the
proposed pipe replacement. The sandbags or riprap covered with filter fabric will be
entirely removed after construction.
Permit Issues
The purpose of this letter is to request authorization under Section 404
Nationwide Permit (NWP) 14, Linear Transportation Crossings. Notification for the use
of this NWP to the USACE is required for this project, as the discharge associated with
the project is less than 0.10 acre and requires impacts to special aquatic sites (including
wetlands). Also, notification to the North Carolina Division of Water Quality (NCDWQ)
for Section 401 Water Quality Certificate (WQC) No. 3289 is required for this project.
NCDOT will comply with all conditions associated with this NWP and WQC.
Additionally, the purpose of this letter is to request authorization under a Section
404 NWP 33 to dewater the stream during project construction. The 401 WQC No. 3114
(which corresponds to NWP 33) does not require written concurrence from the NCDWQ
as NCDOT intends to comply with conditions for the WQC.
Regulatory Review
The subject project has been reviewed and concurrence obtained from the State Historic
Preservation Office that there is no effect to any National register or Study-listed
properties within the subject projects area of potential effects. (See attached Concurrence
Form.)
The subject project has been reviewed by the Environmental Officer and by the U.S. Fish
and Wildlife Service (USFWS) representative for the presence of listed threatened and
endangered species. The subject project has been determined to have no effect on any
listed threatened or endangered plant or animal species. (See attached concurrence letter.)
Summary
NCDOT proposes to upgrade and pave SR 1101 in Wilson County. Temporary
impacts to the stream from dewatering activity will involve 210 square feet of streambed
and 70 linear feet of stream channel. Impacts associated with the pipe replacement at this
project include 0.004 acres of fill in surface water and 60 linear feet existing channel
impacted. Impacts to wetlands are estimated to be 0.07 acres due to roadside ditch
construction. The project is located in the Neuse River Basin. Impacts at the stream
crossing are less than 40 linear feet in the buffer and are therefore exempt from the
Riparian Buffer Rule. Storm water runoff will be attenuated by the use of level spreaders,
permanent check dams and grassed shoulders. The NCDOT asks that the dewatering of
the stream be authorized under a Section 404 NWP 33. The NCDOT will adhere to all
applicable Section 404 NWPs and Section 401 WQCs conditions. If you have any
questions or need additional information, please contact Ms. Robin M.Little at (252) 237-
6164.
Y,
r. Janes H. Trogdon, III, P.E.
visio Engineer
cc: Mr. David Franklin, USACE, ilmin ton "
Mr. John Dorney, NCDWQ, Ra eig
Mr. David Cox, NCWRC, Creedmoor
Mr. Garland Pardue, USFWS, Raleigh
Mr. Bryant Bunn, PE., NCDOT Division Maintenance Engineer
Mr. Don Goins, P.E., Chief Engineer, Operations
DWQ ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT $#): 14 and 33
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: NC DEPARTMENT OF TRANSPORTATION
2. MAILING ADDRESS: PO BOX 3165
CITY: WILSON
STATE: NC ZIP CODE: 27895
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): WILSON CO, SR 1101, from NC 301 to SR 1100
3. TELEPHONE NUMBER (WORK): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, and PHONE NUMBER:
JAMES H. TROGDON, III, P.E., DIVISION ENGINEER [phone]
ROBIN M. LITTLE, DIVISION ENVIRONMENTAL OFFICER [phone]
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: KENLY
1
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
SR 1101, FROM NC 301 TO SR 1100, NORTHEAST OF KENLY.
6. IMPACTED OR NEAREST STREAM/RIVER: UT TO LITTLE BUFFALO CREEK
RIVER BASIN: NEUSE RIVER
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:
ID # 27-57-17 C NSW
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: _ NA
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT
SITE: NA
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
FLOODING:
DRAINAGE:
EXCAVATION: 0.07
OTHER:
TOTAL ACRES TO BE IMPACTED: 0.07
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: NA FT AFTER:
WIDTH BEFORE (based on normal high water contours):
WIDTH AFTER: 10 FT
NA FT

10 FT
AVERAGE DEPTH BEFORE: 2 FT AFTER: 2 FT
(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 DEWATERING BY PLACEMENT OF SHEET METAL COFFERDAMS IN
STREAM CHANNEL FOR PIPE REPLACEMENT.
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? NA
WHAT IS THE EXPECTED POND SURFACE AREA? NA
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY): ROAD GRADING, PAVING, ROADSIDE DITCH EXCAVATION, EROSION
CONTROL MEASURES, MINIMAL WIDENING, ON EXISTING ROADBED. NO DITCH WORK
WITHIN 50 FT RIPARIAN BUFFER. TEMPORARY DEWATERING BY PLACEMENT OF SHEET
METAL COFFERDAMS REQUIRED DURING PIPE REPLACEMENT. TEMPORARY IMPACTS TO
WATER QUALITY AND STREAM BUFFER MINIMIZED TO GREATEST EXTENT
PRACTICABLE.
3. PURPOSE OF PROPOSED WORK: SECONDARY ROAD IMPROVEMENTS TO ENHANCE
SAFETY FOR VEHICULAR TRAFFIC AND MAINTENANCE PIPE REPLACEMENT.
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): IMPACTS AVOIDED BY AVOIDANCE OF BUFFER AND MINIMIZED
WITHIN WETLAND BY MAINTAINING EXISTING DITCHES AND MINIMAL WIDENING
OF ROAD AND MINOR CHANGES TO ROAD SIDE SHOULDERS AND DITCHES.
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE 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: 1/19/01 (SEE ATTACHED USFWS CONCURRENCE LETER.)
15. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT
AREA, WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: 3/15/01 (SEE ATTACHED SHPO CONCURRENCE FORM)
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 [ ] NO [ X
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO [
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? RURAL RESIDENTIAL
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
NA
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
A IVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
RO "
3 - 30-0 1
TE-WNER S/AGENT'S SIGNATURE DATE
'S SIGNATURE VALID ONLY
HORIZATION LETTER FROM
IS PROVIDED (18g.) )
5
"SITE VICINITY MAP"
SCALE 1= z m L-G5
Wr?SCti' Cc, pcA? tirRP - _,Qcti;t, Z/, 6 / /
M,rA
n°
1_I_G
G
L!v ?t
J ?

/ ? . ? LL43 . SS Ham' 1
t
_L,o
1 / LL03
v
?+ ll43 \ . _
rv ?
ll?5 - ?
m \
? 11x ? 1.41 LLCA
- - \
1 1 b?

s`
i
6
J
/ llcB
LLC9
IV St. M41)y 1. B7
Ch. PI ,r
In?L grtrte %
r ?r !
?U -° II Gvoirq .
y,s
llD1 •a? ??•?"/ /
" ? 1i5E2
LIDO
Y S.
r RoJT? - _.?
LoCAT?cnl ;,?
91
mz
16
F!Q .42 - Lo
Lon
PAS
fr 1b6Zrw ?. 3.7 set uwy"p
1556 ? -
KENLY J O `
POP. 1,430 `.
1cr.NSroN 1,3^ H H S 1 "
C'MLSON 6? T C) /
JOL4 /
'j
"SITE VICINITY MAP"
SCALE
lvl? SC ti' 'Q /r''Cf1D /H/il'
N A W. C,

^ UNITED STATES
DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
' 78°07'30" 761000"'E 762 ? 64 5'
'
"
7
30
='Cem

irb

• d Kirbys
/
Crossing' j
_2"
..
I
... _,\
i Coates 20 ?
// •\
PS ,98
Cr ~ --?
o
it,
:.
Cpm
.
11

y II 1 /.?li- (
Cem ,
?
ao
?
'
J A
/.•? Cemc:
\•, ?? Cem I' Cem;: _?_ - -
Cem
Robt
`
?
?
\
ced

?\ • ??' _?•? ' /?_ _ Emma n Cem a Kent '

o..,? J
Cem;'
39 •
\
I J
42 ol?nial ti
-
>

Cem
I
7 ! ? ? _
u i-.2, /

77
Bar

7941 "II• •--?\`' • ,?
f F?cc'a

USGS QUAD TM AP
SCALE 1T 2-4.000 '?-
X74, -
KE/1?'L V C R ST" /Z//-
T
GOA
R a R __ N c
?.jc? No4 NaB .'N
NoA
i fvoo
GoP \ Ra z`
rjor r To ; _ T° ??? r
GoA 95 Noq 6h ?} r. r 1 Nn3
Ra God oq II lGr. ?r*I N A
N
+
?Goq z c i'
5,9 AoA Ra ? og T_ 4 m
- ? ^ ? 1 GoP ? b?• '' - / .
?? n3 I. Ra do ••? .i ,,..? •Bb ern
o NoA ri,r,, rr qa ,??
?I `' GoA^ ' tr + NoA
! /?o; t .. ,; ? f ?., ? ,:oa t .?•?r ,: - Kir ys , ,SAY
a J Ra GoA V Tyr r r. ?,it I {? Afi Cr Sing
.= ` 5 ?a A { God ? ? A? • ;?aL'?j
G r ? ? V ,Ra •oP t :. '' -tM's '- >y '? bA?' S?pzoP
Ra :>? { Go??w:rY ? :?ry'r=?,yGo R?,.• o? ? ? ? r,'.
Y .GbA No3 Ma6 N?'?.
?, R a ti
h r, B s. R a „? . g•
?.c ?: l NoE
.'' C ., NoA RaKG? No,
MaB '
nor _ Ra P c1c •. r,, ...
No NoB «..
( \ •r IG6) t ? - ?- ? 111 ? +? ? ?('•°
)z ? ? ,. NoA ^r?', S° {,; 5 a ? 1 h ,•
{a Rd's. "t.r r ae ...?1)?'?' S ?• ^? A?
.. .-' r °-rr:h ? ? Pr ° 11 °`? ,Y. 4?,?,;?'!" Ra \ :. r ??•??';.a,?,..[Ip y .A?;M r?•??,tt .R.
, . rr (.J ? S yr_ ' l4r \'CC`?-, r+lt?.?< ,i 5 r ?) ?7'r ? ??
' {\'? 1 1r f 1"f. fS .t ,? ..} ?5.•i •.N t ry.°?a ?,•
7^ r ?? ? ?? 3rr ?y. ?.' t ` aK •? ;? '•' NoA ':R' v?O?
n. ?t y?`, ??„ t Y< , APB ?^r "IVo
a r ??'` ia .+ 4 * ?turl?yoR?'1.
1
e Yrs+•?? .r ?y ?,s .
M t.. r
{.,r w
r v >FaM7 -?rr
?.k•sr i `. ? yL M .7 ? ?:?'?'a?'ttfiti'??ia ° i >? ;1 , r +? ye .b?.i + r C*?r,'??,R?{?
- ? ??1 aµ;. ° - ry? <,.IP p "C'tr -/'? ?S ,? . - '? t ti•,, ? x x_+ rl; ???.;rjrt
. t * by ,k•, '1?'-, '1E -.?`'tc, >,. k r?k? l snt?' 'r i su ?,, \ ?? r t? cif a fit. rt i +?.? ??..r3r o3
411,
2
4
g?A?A
G
J /
/?? "raa3

/? NoA
r
h i PtZP?•
NoA
p
n
+ oA t(U
Qr
laA
., NoA To)
NoA
C ` 156E ^r .,,`
?
+? ili do No N
M a S ul e xx•.r
Jj.](?.• ?.• 111
? I
?? ?• 1555
h_.
MaA y
GOpo
r,
os
MaB '°
No6
It
r st ?'tDyx
M(,.4, .rP7cly
a+ p a 4 v
y W 4
d`,?
USDA/NRCS SOIL SURVEY
COUNTY kp i.s ad SHEET #
$
SCALE 1=26100'
•?-•OriN e.r
ti, dl.
?lL6L
•I

O
r ?

° z

r a
r
W I '?
M r

Z 0
--I
-o
?
O o

n o

0
o.

W?-
ro UD
R, „ a
Z
x /
(ij
i
i
i
al
V
00

O
m I
?-
v

w

O,
N - v
+

O

.1o

W

O
0

c?
y
..--••?? GT1

G7
`?
? ?
va ra' Fri

V ?7 g'
z
O oa
?1
o ? Fri

?jt?? ?{n ]y??t?roro?atm??'?9 ?f C$??.? ? '{?.?e°trroa??9f?• ???? F? F? ? ??ro?q??= ?
{?.-I •C j0 _? Pp t Z
4rxr

z a
W o
z I ? I =
z

EDWARD EARL C?l
/ & O
CATHERINE S. SULLIVAN
HILDA G.S. CARVER
50' Buffef Each Way /lEAiree14Y- QJ T
To Be Measured From- f CeFFEy_bAaS / /
Top of ! itch Bank 1y/ SANJt3f4(:s / ??
U6X2 / 2X8
11 4' CONC PIPE N l* 0f'* 47-On E
.4 _
3X6X2 / 2X8 >SiLTP??4i?N WET-LANb 10,kF
nley / 50' B fer Each Way
/ OF ETW r L ?--T e Measured From
Cr?Ft E+Z?DA?1 S
OP, 51WD 6A&C, / op of Ditch Bank
HILDA G.S. CAR ER EDWARD EARL
&
f,13. 875 PG-. 2 CATHERINE S. SULLIVAN r ?
13 14, t:16- lp 11
I
I
I
110
I
I
I
100
90
I
I
I I
I
80
I
I I
I ?
I I i
I I i I i
I I
I I ? I
I I I I
70
I I I I 1
57 58 59 60
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: _ 5P I IO 1 / h1 1 L5 C-,(,J Date: 1 1 /3 1 . GO
Applicant/Owner: County: ;,v i (A, a M
Investigator: __ c ttil t.i State: k?e-
Do Normal Circumstances exist on the site? (!?' No Community ID:
Is the site signiricantly disturbed (Atypical Situation)? Yes Transect ID:
Is the area a potential Problem Area? Yes Plot ID:
If needed, a lain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. TLJNCUS EFFUSI`.S _LnP
2. BACCNAI2.US
3.6 4,V EF- '1" C U I\A H FhC?n1 1o. _
11.
4._Q'EI7 VVL A P K 12.
5. 13.
6. _ 14.
7. - 15. __

8. -
16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC- .

Remarks: ^1. t S? Z+?(L-t?
V tai rr ice' 1 1 ?'?. J {
{t?CG it?`??4
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
_ Stream, take, or Tide Gauge Primary Indicators:
_ Aerial Photographs _ Inundated
Other ? Saturated in Upper 12 Inches
No Recorded Data Available -Water Wrks
- Drift Lines
_ Sediment Deposits
Field Observations: _ Drainage Patterns In Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water. (in.) ? Oxidized Rod Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: (in.) ?Local Sol Survey Data
!FAC-Neutral Test
Depth to Saturated Soil: 6 (in.) _ Other (Explain in Remarks)
Remarks:

132 Appendix B Blank and Example Data Forms
SOILS
Map Unit Name
(Series and Phase): ' (Z? S h O
Drainage Class: PCB
-
Field ObservatlonsI
Taxonomy (Subgroup): C• lr? C) i a-e L4 _ Confirm Mapped Type? No
Profile Description:
Depth Matrix Color
(inchesl Horizon (Munsetl Moist) (
Mottle Colors Mottle Abundance/ Texture, Concretions,
Munsell Moist) Sim/Contrast Structure. etc.
D - S ?0 r 3/I 4/.? N/ f -7/l eymYK6,old1.5-[ c D Nl $ 7 t, ?51n?
- 16 c+ 1 C) r / % % r E{ ,f i s 1 C >t.Yti1 / k-
IG + 1 IGyf ??t IGv?r/g, 7i ec,xc„»c. -? sa ?w.%?lwshk-
Hydric Soil Indicators:
_ H'stosol _ Concretions
- Histlc Epipedon _ Hgh Organic Content in Surface Layer in Sandy Soils
_ Sut idic Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime .? Listed on Local Hydric Soils List
? Reducing Conditions
Gleyed or LotvChroma Colors ? Listed on National Hydric Soils List
_ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytk Vegetation Present) le No (Circle) (Circle)
Wetland Hydrology Present? E-YQ No ??
Hydric Soils Present? es No Is this SampAng Point Within a Wetland? <.._°?' No
Remarks: 0X 1(+ISLL 1( 1 -26)5 ?t=f ?? lY? ic%??l?L 41 ?'?f"t
Approved by HQUSACE 3/92
Appendix B Blank and Example Data Forms 133
County: Wilson NCDOT Division # 4 District Y 2
CONCURRENCE FORM FOR PROPERTIES NOT ELIGIBLE FOR THE NATIONAL
REGISTER OF HISTORIC PLACES,
FOR STATE FUNDED SECONDARY ROAD PROJECTS ONLY
Project Description: Pave and Widen Wilson SRI 101 including Federal Permit Areas A, B, & C
On March 15, 2001, representatives of the
b? North Carolina Department of Transportation (NCDOT)
North Carolina State Historic Preservation Office (HPO)
Other
Reviewed the subject project at
a scoping meeting
photograph review session/consultation 7 t'
other
All parties present agreed
There are no properties over fifty years old within the project's Federal•Permit Site's (or Sites') area (or
/) of potential effects (APE).
.d to meet Criterion Consideration G
e are noproperties less than fifty Years old that are considere.
.
within the project's Federal Permit Site's (or sites') area (or areas) 'of potential effects.
There are properties over fifty years old (list attached) within the project's Federal Permit Site's (or Sites')
area (or areas) of potential effects, but based on the historical information available and the photographs of
each property, properties identified as 1, 2, & 3 are considered not eligible for the National Register
and no further evaluation is necessary.
There are no National Register or Study-Listed properties located within the secondary road project's area
of potential effects.
There are no historic properties affected by this project. (Attach any notes or documents as needed)
Signed:
ve, NCPO T-' V 1 Date

epresp tative, HPO Date

State Historic Preservation Officer Date ;
If a survey report is prepared, a final copy of this form and the attached list will be included.
. ?d ?SWE4 h __. _.,
401 ISSUED : 1-1
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR
March 25, 2001
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27609
Attention: Mr. Eric Alsmeyer
NCDOT Coordinator
SECRETARY
010493
Subject: Secondary road improvements to SR 1101 (Black Walnut Road) from US
Highway 301 to SR 1100 (St. Mary's Church Road) in Wilson County.
The North Carolina Department of Transportation (NCDOT) proposes to upgrade
SR 1101 (Black Walnut Road) from US Highway 301 to SR 1100 (St. Mary's Church
Road), (Figure 1) in Wilson County. SR 1101 is an unpaved roadway that will be
upgraded to a paved roadway. Total project length is 1.081 miles.
Transportation and highway laws of North Carolina (G.S. 136-44.6, 136-44.7,
136-44.7A, 136-44.8, and 136-44.9) require the NCDOT to develop annual work
programs for construction and maintenance of secondary roads. These general statutes
specifically set forth requirements for annual construction and paving of existing unpaved
roads. Paving of these roads is performed in priority order as established by the NCDOT
for each unpaved road within a given county. This number is based on characteristics of
each road, including number of homes, schools, churches, businesses, industries,
recreational facilities, traffic counts, presence of school bus routes, and value as a
thoroughfare. Black Walnut Road is scheduled to be paved in the 2000-2001 Secondary
Roads Construction Program.
Impacts to Waters of the United States
Construction of the project will necessitate impacts to waters of the UnitedStates
in the Neuse River Basin. The project crosses one unnamed intermittent tributary to Little
Buffalo Creek, which is shown in the following table. Impacts to the stream from
rnl
C-) ...
r`r7
.? r -i
rM
Post Office Box 3165, Wilson, North Carolina 27895-3165
construction include 180 square feet fill in surface water and a total of 60 linear feet
existing channel impacted.
LOCATION EXISTING EXISTING PROPOSED 'PROPOSED
Station Width in. Length ft. Width in. Length ft.
58+00 24 40 36 60
Impacts to wetlands associated with roadside shoulder and ditch construction are
also shown in the following table. The total impacts to wetlands are estimated to be 0.07
acres.
LOCATION WETLAND AREA WETLAND TYPE
57+00 -58+25 3150 SF 0.07 AC. PFOIA/PEM
Waters of the U.S. Mitigation
Avoidance: No new ditch work will be performed within the riparian buffer, thus
avoiding most of the impacts to wetlands in that area. 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
wetlands or surface waters.
Minimization:The side slopes have been steepened to the extent possible at
jurisdictional sites. 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 maintenance forces 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 less than 0.10
acres of total impacts to waters of the U.S. Impacts have been minimized to the maximum
extent possible during the design process.
Riparian Buffer Impacts
The construction of the project involves a road crossing of a stream that is subject
to the Neuse Riparian Buffer Rule. Construction impacts at each jurisdictional crossing
are less than 40 linear feet of riparian buffer. Based on the impacts to the riparian buffer at
this site, the crossing is exempt from the Rule. No new ditches will be excavated within
the riparian buffer. Level spreaders and permanent check dams installed outside of th60
foot buffer will provide diffuse flow from roadside ditches, and minimize sediment and
nutrient input to the stream. The existingroad bed within the riparian buffer will not be
widened, and the increased storm water runoff will be attenuated by grassed shoulders and
the storm water measures mentioned above.
Dewatering
The NCDOT proposes to temporarily dewater the stream during the construction
of the project. This will involve the temporary placement of sandbags, sheet metal
cofferdams, or Class B or Class 2 rip rap covered with filter fabric in the stream channel
approximately 10 feet upstream of the proposed pipe inlet. To maintain water flow during
construction, water upstream of this impervious structure will be temporarily pumped out
and conveyed downstream of the construction activity where it will be allowed to filter
through vegetation before flowing into the stream. The stream will be dewatered for less
than a day. This will result in temporary impacts to these surface waters.
Temporary impacts to the stream from this activity will result in the dewatering of a total
of 210 square feet of streambed and approximately 70 linear feet stream channel for the
proposed pipe replacement. The sandbags or riprap covered with filter fabric will be
entirely removed after construction.
Permit Issues
The purpose of this letter is to request authorization under Section 404
Nationwide Permit (NWP) 14, Linear Transportation Crossings. Notification for the use
of this NWP to the USACE is required for this project, as the discharge associated with
the project is less than 0.10 acre and requires impacts to special aquatic sites (including
wetlands). Also, notification to the North Carolina Division of Water Quality (NCDWQ)
for Section 401 Water Quality Certificate (WQC) No. 3289 is required for this project.
NCDOT will comply with all conditions associated with this NWP and WQC.
Additionally, the purpose of this letter is to request authorization under a Section
404 NWP 33 to dewater the stream during project construction. The 401 WQC No. 3114
(which corresponds to NWP 33) does not require written concurrence from the NCDWQ
as NCDOT intends to comply with conditions for the WQC.
Regulatory Review
The subject project has been reviewed and concurrence obtained from the State Historic
Preservation Office that there is no effect to any National register or Study-listed
properties within the subject projects area of potential effects. (See attached Concurrence
Form.)
The subject project has been reviewed by the Environmental Officer and by the U.S. Fish
and Wildlife Service (USFWS) representative for the presence of listed threatened and
endangered species. The subject project has been determined to have no effect on any
listed threatened or endangered plant or animal species. (See attached concurrence letter.)
Summary
NCDOT proposes to upgrade and pave SR 1101 in Wilson County. Temporary
impacts to the stream from dewatering activity will involve 210 square feet of streambed
and 70 linear feet of stream channel. Impacts associated with the pipe replacement at this
project include 0.004 acres of fill in surface water and 60 linear feet existing channel
impacted. Impacts to wetlands are estimated to be 0.07 acres due to roadside ditch
construction. The project is located in the Neuse River Basin. Impacts at the stream
crossing are less than 40 linear feet in the buffer and are therefore exempt from the
Riparian Buffer Rule. Storm water runoff will be attenuated by the use of level spreaders,
permanent check dams and grassed shoulders. The NCDOT asks that the dewatering of
the stream be authorized under a Section 404 NWP 33. The NCDOT will adhere to all
applicable Section 404 NWPs and Section 401 WQCs conditions. If you have any
questions or need additional information, please contact Ms. Robin M.Little at (252) 237-
6164.
?m rely,
UIULA . ----..
r. Ja es H. Trogdon, III, P.E.
)ivisio Engineer
cc: Mr. David Franklin, USACE, ilmin ton
Mr. John Dorney, NCDWQ, Ra eig
Mr. David Cox, NCWRC, Creedmoor
Mr. Garland Pardue, USFWS, Raleigh
Mr. Bryant Bunn, PE., NCDOT Division Maintenance Engineer
Mr. Don Goins, P.E., Chief Engineer, Operations
DWQ ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 14 and 33
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: NC DEPARTMENT OF TRANSPORTATION
2. MAILING ADDRESS: PO BOX 3165
CITY: WILSON
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): WILSON CO, SR 1101, from NC 301 to SR 1100
3. TELEPHONE NUMBER (WORK): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, and PHONE NUMBER:
JAMES H. TROGDON, III, P.E., DIVISION ENGINEER [phone]
ROBIN M. LITTLE, DIVISION ENVIRONMENTAL OFFICER [phone]
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: KENLY
1
STATE: NC ZIP CODE: 27895
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
SR 1101, FROM NC 301 TO SR 1100, NORTHEAST OF KENLY.
6. IMPACTED OR NEAREST STREAM/RIVER: UT TO LITTLE BUFFALO CREEK
RIVER BASIN: NEUSE RIVER
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:
DWQ ID # 27-57-17 C NSW
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:
NA
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT
SITE: NA
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION: 0.07
FLOODING:
DRAINAGE:
OTHER:
TOTAL ACRES TO BE IMPACTED: 0.07
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: NA FT AFTER:
WIDTH BEFORE (based on normal high water contours):
WIDTH AFTER: 10 FT
AVERAGE DEPTH BEFORE: 2 FT AFTER:
NA FT

10 FT

2 FT
(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 DEWATERING BY PLACEMENT OF SHEET METAL COFFERDAMS IN
STREAM CHANNEL FOR PIPE REPLACEMENT.
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? NA
WHAT IS THE EXPECTED POND SURFACE AREA? NA
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY): ROAD GRADING, PAVING, ROADSIDE DITCH EXCAVATION, EROSION
CONTROL MEASURES, MINIMAL WIDENING, ON EXISTING ROADBED. NO DITCH WORK
WITHIN 50 FT RIPARIAN BUFFER. TEMPORARY DEWATERING BY PLACEMENT OF SHEET
METAL COFFERDAMS REQUIRED DURING PIPE REPLACEMENT. TEMPORARY IMPACTS TO
WATER QUALITY AND STREAM BUFFER MINIMIZED TO GREATEST EXTENT
PRACTICABLE.
3. PURPOSE OF PROPOSED WORK: SECONDARY ROAD IMPROVEMENTS TO ENHANCE
SAFETY FOR VEHICULAR TRAFFIC AND MAINTENANCE PIPE REPLACEMENT.
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): IMPACTS AVOIDED BY AVOIDANCE OF BUFFER AND MINIMIZED
WITHIN WETLAND BY MAINTAINING EXISTING DITCHES AND MINIMAL WIDENING
OF ROAD AND MINOR CHANGES TO ROAD SIDE SHOULDERS AND DITCHES.
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE 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: 1/19/01 (SEE ATTACHED USFWS CONCURRENCE LETER.)
15. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT
AREA, WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: 3/15/01 (SEE ATTACHED SHPO CONCURRENCE FORM)
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE
OF PUBLIC (STATE) LAND?
YES [ X ] NO [ J ( 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 [ ] NO [ X J
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ l NO [ l
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? RURAL RESIDENTIAL
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
NA
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
A IVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
RO .
I A/(A 3 -3c)- 0 1
/AGENT'S SIGNATURE DATE
( GEN 'S SIGNATURE VALID ONLY
I AU HORIZATION LETTER FROM
T E WNER IS PROVIDED (18g.))
5

INSET U t o

-
?
i 2
U
I
? O
?''
1
Y

\ •?S,-L 6ER Jj ,P I -T
?
Ld X& ?. 1.7.
,Ay?
t\ LLt /s 31
`
a 137.0 C t---
ca 1i9°' SOL ?
1.2
•
D ? q
n° .1 ? !IOe
3Q! •? Shiloh ,
\r
0 Ch.
B 4 n e 1.3 1342 .. \ ..
I
6 r „ r:.aa \ o
I

Lai lag
a
-164
< r m
O •J ' 0 S fAP FY ? I LI.O 1]03 1709 e. ?1?gp,, •ir :?
Alr F?
VP _ ?• ?! '
e
9M
S
zS
c , r ? 11]4
°jn°wq ...?I ? b a 's tr.. •.?? .:::• ? a%;'.
c Sal 11 7
'1
0 © P ?
FO
F
+
? 1
.
/ .._ .
H
•r
(/y?,. `
P. fA5
t11!
`h .l 1177 ?i? 192 I+l AI
lamm \ 71 '1 :.?'''?A
'/
/
a
35'43' 7 ?: 'L7ays .211DL
^ t ?L W r j? i
iV='•s 113E ? 11.12 ? It Fs 1/y ? y l,1 '3Xt?
113! 1132
Sloth St
R
•%T \
u ?
/'
t 6
} I,I
.
oss
1
.1 ?
Crossroads a
'
. ?
.1.
q :d R Noble
1-4. .1220. II57
11Di Comer /? yChP,?O 1110- ,P h .J N EK:
..
1!.26 .6 N 1134 s. I.o
A
<kcV >13L •x 1 1134 s. e =
7
e
j
?
?
q ?
^
ll.ti
f 1134 .i. ?
b:•.
F:: « i17e ? ?
h
?

?. y 1341
1142 t*
n 'Q 1} 114
,>.:> '
n a a
ila9 Flmws
// '
111e N
P 1161 !LL, 03
1L2r 1119. 1.6 4::::: is ?Y
Cralroads sar + { ?

''Y 7 oii5:'09 \. .
r
t mi.2 '1 Uffi IS ? lld2 o E,' lie0- / 1 .J - .8 1?
?
\
N
FAS 119L
\ t F. 34,4:4 ^.
, 1
.6 1704 Rock Ridge
!1114 O>_
'
t a t .4 o y
_122. „1e '` '
`? •?- \? ? ?
?
t
.I
' r?Y,F
I1]? 'A
; 110E",?114I `I ?-{ n
\ F• o-
v
t
4
t tt ?; o 1195 'j. \O 110] \
±V
- ?3 e
O r
2
e?
e
7 .
y 13 1.4
z A
!
v \
o k
q
7

'° ' y t? ,. a 1LE!
s`°"' 3 .e v
Z
?
_
m
42 6 Bockhorn ,2ll =? 'tL Lamms 1174
pl Isis
f + Crossroads I l Ov,, `' ;- 0 1
11
9
'u
\
70
1101 Crossroads -
1117 ;,,
tT
JSe40'
11 j
h 4E 1172 o c i?1i7t .?.5
2 I.2 J
l?
..
U'e 1.2
.
Ilia
1.{
1_]1 c
/ t n 111E `t Sprin t
11,1 ?' t1 J'
1
9_s3
Hill
??' IN
24
9? 1!
•"F
.
?
..
.?
u 11S! >
,.Crossroadi
•
d 7 Ch. to ° ' L?2 e e '
1
1910 A
' •9 1121 .1 / "O 1 113 1?
1414.
1
1
•L?- 'eY 'a Tn _ loe ltlo 1LL LUr:AFAA 4 ?
leas °
I 7
/
? POP
T
1
07
!
:
`
?
.
0,:
.
V
:
? 6
; rt ? 1171
41'
?
• to 1!
112.0 .9 .I ,y Ha-a v T 'w\.6 ??

'1 X190` :? ?; L11 '1 tr9 FAS .lS 4 II
1!.11 A N µ; f -
m
r
s
j.
$1.
a
t
J y 'j', I.l ?
•
t
n f n, `' ?,
y < L4s q a .y? t ?? pi ?., 1411
.2
/
9 ?"?
h' ? .
11
_/y
1 .
04
I.p 13L ? 11 S•ie Lit 2 t ^ 1!_ to
611.1
• ) Lam. •? ?? Aycock v ?, B1 ,k ^ :Cv3 .N ,e :T 19!2 q.0 17_!3 Fc
1n
1 Crossing
a
l
f' ?y
• G t.? .
i
4
- .a= A, ? ;?I T. 161,
161,
4 t/ 9t{
21
e 7 9L 142 1 \
Z 7 Ibd3
?
Ls

1657
Q
.9
.4 1001 a e 1 T
.
kla
t Q Jt, tr? 34
r
w
r
1 p
p
{7 1
1.2 y `
01 ??
v L943 /-0 e
C CA 1 1 `
1
Lail
A
_
-
b
LOU., .141E .1929 1
F
'
F
sel ?? ?o F_; - \
KENLY .
149_ ^
No
t0 FOP. LUJ
--`f O
1ONNS7CN I,172 / CO
?
? ?
tvIISON 6`
, ?f I

"SITE VICINITY MAP" Y , , '?'•
SCALE ]_ n? 1 ?r5 _
k'CA? MrtP
.s,
?J
" L! v

? T
.1
/ .90 . SS M?vrv 1
09
I/=3
1I-
Iar

0
11L'3 \
I
I
• N ? I
? ll95
m ?
ll?
1.41
11SlJ ?
•1
s`

llW -?
?•i) / 1148
ti LCe
51. hbq. %.87
Ch.
V
n '
e

11SA

grb/s i
CIm iN

/. z?

16E2
•' ? afti
? -
_

LS)co- IOC •? / A
/
1662
?
- F PQ 1663
f
16GZ 1` J
31 PAS
eat
i,• 1658 -.?

KENLY J O
1 1
POP. 1,433
HNSTON
ClMC
LSON .
1,3
:6?
? &3J
H H S T O

' ??J
JJ
111 ?' ` `
1fiC'
•? 15:5 -? ?
"SITE VICINITY MAP"
SCALE 1'= e'. tilt L, e5
lvli Sc /y (D Jic,,A D M AP
.?• p, .ell, ?,?
4,
PDitel
A UNITED STATES
DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
78°07'30" 761000-E 162
7'30"
15aoomN
I,
i
\ \ _ - -ce
,Kenly.;; i _ \ \
Z. - Emma n• Cem c ° Kent
If 1 ?r
3942 ?? -?? pnial \
r r ?\
35'
7241 L
\
I
' - _---? i Cem: °.
Barn
II' `? RSCCa ''f
USGS QUAD 1'IAP
SCALE It z4-, 000
KE? BAs;

Cem
°• ?? ?? 7101
S cam°
I'li 1

-1
/ i
Kirby
Crossing f .
.'Cem J ,
u
Coates 10 ` ?I
In
:;Cem `.
?- ••Cem Cem ;
X05
p ? u
L _
s\ :Cem Cem: - -
,o ss • , % ` --- ??? Cem t
imit
Robt
ov' ^
' Ra GOA r ?/ F
`'??' 7 N-'~ Na r`1fB c ,? a
/ ?X z
NoA Go = Ra / iec8 r. ;f zl ^l o,
rya:. ' ?"1/ , To ' A r T° • 0;_ `` z l y
I. ! k rr } +1 ? a'? J r r sgp ,tine?• ? 9 S 4aA •?•,
'Q.b GoA f.Fr' ?' st-r'•r.)` Go - r r ?;+ f'?r?
GaA
' C°? ?ilUr 1?1`-'h No„ NoD J; 7J Jg
Ra GO tt 1
?GOA
J •fr r.. .r }fin ?: ? i'?•r
_`iy:,? f .• Ra r?og Td ;s3 ? -."^-- ^ s•. r 'r ??
?4 kr A,°q 1 1 ; : m - f
-Ra
Jf Ra •Y° s 4 84 r. ?.
GoA ' f 7; 10, a.i NoA ,? Noq NoA dab
I? 5 w ?i t. Tr ?%1 f ^ k/ Y' MaA
4 Kir s
GOA
Ra Cr slog rrop
n TO ?•r •,• ' :,a• .r o - NOB
i r# 2 oe - rr ?(j ?-
c Nn9
N
7 GoA r G° OA
R
f 4 k" r , a r r ?ffta Nn NoA
?" f. 1" 111A ?S? •1 5. /.•
Ra O , R0 - o
r r ?. C n ?. q` G r W 1Oe
f Fr Y GbA NOB ` MaB Nok
R l MaA
G q., °6 Y. 1 NoA TLJ
nnB 1 Ra _ -,OA
o
?` NoB l Ma8 qa' Non
J 1GRfi
R 0-
i r? 4 1.r IG67 ?o, r.
' lr 1 ., +rr f a+?a+.
yr NoA S
O Noq'
y3 Mae Ir ar°al
? + ,,y r ? . TvY ? / T + /i•,?..- \ C _ '4' • n'1 ?>r./ F' y P t2 61 1. fir, alaB '
--? gr1 h ' h ?T (?`.et i•Y' f?l?Ra, `'? v a'w???ar,clp t. ?? iYKR.D+ +1 ,Jr" ?l„'?..?? .
t rj.rr J. J ? rl?•1, /)u'. r ?,??;,.z??,r'.4+?. ,•s ??NrO J?? ? ?,?;? ?}??.r1T _:.
JL 1 1 1?! I { t 1 ?r/U 4 ?;PJ'?juTl M1
lqb
x•: S s a? ,, ? i ii"1 A
J. ''`r 7 ? •k? r H•:. N°g `?7a '?.:rtrw . ?1. ''G ' ? Ises
a ?*:.}tw`t P,?A g$1"t'a b c< z ? \+. .•-Nn6•' NoB Mae v
.,-ZJ ?a.• t?ku A??"f ..?i{:Y Y??, --rf /.'s ` q ,s-` UN?Y 'Y•?
0 ,?04
•I b.1 ?}, en s Fri!r`I ¢ ?r ,+•.t '{', ';(: <Q '. MaB ° Go . 2•, co .• 4,.
_ to a
711
IVOR.
r +1-. ? t',.- l 7 S? / '?' -•- +.Y 1. 1r 1.. t ra yuy... - '+• 0 rp
h e r ?` ?q??1`? T Nob
yjl
lx: f 4F- ?,r? r t .t a*: i7> ..rA?,, a••t rlK
.S2•hlh1A,, _
+ r2??Sarti?e ...n ?grr;rks?c,?ra+ .C?'1r+J
, ^ {c! w .. V n +? r.•rP ? 1 ti ? ?,[ ? + ?•.,? ?jf?? r ry ?? Y x R .n.
r s. P.r i
USDA/NRCS SOIL SURVEY
COUNTY kp Ls oA/ SHEET # FS
SCALE f=' -,-(I CO'
Y
,'?OIIM r
Pa t L
'v
Al
0
O
z

s
?
x a
o K ?
? C
> d
o
l z
O
FA a

ppCq

?n S
?
z O

eo
$o
xx
?9
n°
>y
zm

b ?
x z Z
-?
m
•o
co I ?/
m r'
Z
? O
? o
O a U, /
O i
C
i
of
V
co

O
m
J Q r
O
4 0,
N M +
O,
O
00
i so
w
OP
Pr-
,Q
W
C?
?0, to
S
a
3
z
U?
C/7
o°
O
i
tft4
COD
Ilzl
C)
0
z
cn
oq
6i 1
? H

c?
-v
o_
z
o ?
W
OI to
z C)o
Mu
a vv m? 9° a 4'1?P v-? ovlrox8-Iv vp-;v r? r v ti(°p •o?uem: 7
?tt ?gv i° ! ;T3•?; ?4 G ?? 7 ?t i 1'f t FfF ! j x v24 F?
IL rr { f E i i Aa 1 i< _ ?..-1-Iv z
L it
Y
v?
0
M
I~
iz
r:
Z
EDWARD EARL C",
/ & O
CATHERINE S. SULLIVAN
HILDA G.S. CARVER
50' Buffef Each Way /rE61PoeA)P?
To Be Nasured Fro??\_ ?f CCFFEp_?pn'IS
)
Top of itch Bank ?'?/ SAN->6A ,
3X6X2 44. CONC PIPE 2X / N 1'01'47-On E
cA rq
----------------
/ I ?.EVkLSPREA?t?
3X6X2 / 2x8 )S?LTESJtiIN WETLANb INIf
r?w+rclzn?ey / 50' B fer Each T h Way
/ SHEET Mc`T L
e
fA -- Measured From
CoFFE?DA?tS
cue D OZ,S / op of Ditch Bank
HILDA G.S. CAR ER EDWARD EARL
I 13.875 PC
2 CATHERINE S. SULLIVAN r .I.
I I
I i
110 '
I ?
I
I
I
I
I
I
100 '
I
I
90 '
I
I I
I
I I
80
I
I I I i
I
I 1
I I I
r . I
I I i
I 1
I I I t
70 I I I I
I I ? I I I
57 srpTl0 *58 59 60
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: _'K 110 t / W I L 5 C-f- Date: 11 /3 1 00
Applicant/Owner: County: i,U t L"> V M
Investigator: ?c Lyl t.i State: 2%f--
Do Normal Circumstances exist on the site? ? No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes M Transect ID:
Is the area a potential Problem Area? Yes ® Plot ID:
If needed, a lain on reverse.
VEGETATION
Dominant Plant Species rat Indicator Dominant Plant Species Stratum Indicator
1.?UNC.U$ EFFustS 1;! ap-> s.
2. BAc (-1 A12t,(S H F'6<Vni 10,
3.5 t.V E F_ T C U I\.t T? it

4. ED rbt A P L.E _- 'FAC-- - ?- -
12. -- - - - - --
5. 13.
6. 14.
7. - - 15.i---- ti --- ---
8. 16.
Percent of Dorninant Species that are OBL, FACW or FAC
(excluding FAC- .
Remarks: t 5FLrL t? V ccr{t? 1 C'vL I yl.C? Lt 7 s! C1
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland hydrology Indicators:
_ Stream, Lake, or Tide Gauge Primary Indicators:
- Aerial Photographs inundated
_ Other ? Saturated in Upper 12 Inches
W Recorded Data Available -Water Marks
_ Drift Lines
_ Sediment Deposits
Field Observations: -Drainage Patterns In Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water. (in.) ? Oxidized Rod Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: (in.) ?Local Soil Survey Data
!FAC-Neutral Test
Depth to Saturated Sol: 6-, ('n.) _ Other (Explain In Remarks)
Remarks:
B2 Appendix B Blank and Example Data Forms
SOILS
Map Unit Name
(Series and Phase): } Q 1 S V\O t
l Q .1 tiN Drainage Class: pep 11 4
-
Field Observations?
Taxonomy (Subgroup):: i C. Tv-,), C, t a,C Z Confirm Mapped Type? jc?.v No
Profile Description:
Depth Matrix Color
(inches) Hcrimn (MunseO MpisjL (
Mottle Colors Mottle Abundance/ Texture, Concretions,
Munsell Moist) SizB/Contrast Structure. etc.
O s _ r ID r 3/I 4/ ? ( m

S,-
/1_ Pc_ rrf lctism D <?wl $ ,W) b
I b _ I0 Y. 41, j / ??
r 'til w? Ef
s 61L
(I 51 i
c
c? .3,w1 / y ?
16, '}. VA 10 ? r W?1 /
_
/
/
t
?GY ?3 CC?xL..?G??Ywt; _t 5]??T?wS`J L
Hydric Soil Indicators:
- Histosol _ Concretions
- H'istic Epipedon - Hgh Organic Content in Surface Layer in Sandy Soils
- Sulfidlc Odor
_ Aquic Moisture Regime Organic Streaking in Sandy Soils
.? Listed on Local Hydric Soils List
? Reducing Conditions ? Listed on National Hydric Soils List
Gleyed or Lo%*Chrome Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? le No (Circle) (Circle)
Wetland Hydrology Present? dQ No
Hyddc Soils Present? es No Is this Sampling Point Within a Wetland? (9 No
Remarks: Lc? S I?? l.i%(-1 lit a, "L"t
Approved by HQUSACE 3/92
Appendix S Blank and Example Data Forms 133
County: Wilson NCDOT Division 4 4 District 9 2
CONCURRENCE FORM FOR PROPERTIES NOT ELIGIBLE FOR THE NATIONAL
REGISTER OF HISTORIC PLACES,
FOR STATE FUNDED SECONDARY ROAD PROJECTS ONLY
Project Description: Pave and Widen Wilson SRI 101 including Federal Permit Areas A, B, & C
On March 15, 2001, representatives of the
North Carolina Department of Transportation (NCDOT)
QQ North Carolina State Historic Preservation Office (HPO)
? Other
Reviewed.the subject project at
[) a scoping meeting
photograph review session/consultation
other
All parties present agreed
1 a`
There are no properties over fifty years old within the project's Federal,Permit Site's (or Sites') area (or
area ) of potential effects (APE).
e are no properties less than fifty years old that are considered to meet Criterion Consideration G
within the project's Federal Permit Site's (or sites') area (or areas) of potential effects.
There are properties over fifty years old (list attached) within the project's Federal Permit Site's (or Sites')
area (or areas) of potential effects, but based on the historical information available and the photographs of
each property, properties identified as 1, 2, & 3 are considered not eligible for the National Register
and no further evaluation is necessary.
There are no National Register or Study-Listed properties located within the secondary road project's area
of potential effects.
There are no historic properties affected by this project. (Attach any notes or documents as needed)
Signed:

?- r
Ile
? r Gi _ _ -.

t
Represents ive, NCO ' Daie

epreseAtgive, HPO I f? Date

State Historic Preservation Officer Date
If a survey report is prepared, a final copy of this form and the attached list will be included.
N W+° ?
•t?N?v?w (?Yt Lfi,( .. i
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR
March 25, 2001
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27609
Attention: Mr. Eric Alsmeyer
NCDOT Coordinator
SECRETARY
010493
Subject: Secondary road improvements to SR 1101 (Black Walnut Road) from US
Highway 301 to SR 1100 (St. Mary's Church Road) in Wilson County.
The North Carolina Department of Transportation (NCDOT) proposes to upgrade
SR 1101 (Black Walnut Road) from US Highway 301 to SR 1100 (St. Mary's Church
Road), (Figure 1) in Wilson County. SR 1101 is an unpaved roadway that will be
upgraded to a paved roadway. Total project length is 1.081 miles.
Transportation and highway laws of North Carolina (G.S. 136-44.6, 136-44.7,
136-44.7A, 136-44.8, and 136-44.9) require the NCDOT to develop annual work
programs for construction and maintenance of secondary roads. These general statutes
specifically set forth requirements for annual construction and paving of existing unpaved
roads. Paving of these roads is performed in priority order as established by the NCDOT
for each unpaved road within a given county. This number is based on characteristics of
each road, including number of homes, schools, churches, businesses, industries,
recreational facilities, traffic counts, presence of school bus routes, and value as a
thoroughfare. Black Walnut Road is scheduled to be paved in the 2000-2001 Secondary
'Roads Construction Program.
Impacts to Waters of the United States
Construction of the project will necessitate impacts to waters of the UnitedStates
in the Neuse River Basin. The project crosses one unnamed intermittent tributary to Little
Buffalo Creek, which is shown in the following table. Impacts to the stream from
C3 -<
m
rn
rn z
C7 -I
Post Office Box 3165, Wilson, North Carolina 27895-3165
construction include 180 square feet fill in surface water and a total of 60 linear feet
existing channel impacted.
LOCATION EXISTING EXISTING PROPOSED PROPOSED
Station Width in. Length ft. Width in. Length ft.
58+00 24 40 36 60
Impacts to wetlands associated with roadside shoulder and ditch construction are
also shown in the following table. The total impacts to wetlands are estimated to be 0.07
acres.
LOCATION WETLAND AREA WETLAND TYPE
57+00 -58+25 3150 SF 0.07 AC. PFOIA/PEM
Waters of the U.S. Mitigation
Avoidance: No new ditch work will be performed within the riparian buffer, thus
avoiding most of the impacts to wetlands in that area. 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
wetlands or surface waters.
Minimization: The side slopes have been steepened to the extent possible at
jurisdictional sites. 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 maintenance forces 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 less than 0.10
acres of total impacts to waters of the U.S. Impacts have been minimized to the maximum
extent possible during the design process.
Riparian Buffer Impacts
The construction of the project involves a road crossing of a stream that is subject
to the Neuse Riparian Buffer Rule. Construction impacts at each jurisdictional crossing
are less than 40 linear feet of riparian buffer. Based on the impacts to the riparian buffer at
this site, the crossing is exempt from the Rule. No new ditches will be excavated within
the riparian buffer. Level spreaders and permanent check dams installed outside of th60
foot buffer will provide diffuse flow from roadside ditches, and minimize sediment and
nutrient input to the stream. The existingroad bed within the riparian buffer will not be
widened, and the increased storm water runoff will be attenuated by grassed shoulders and
the storm water measures mentioned above.
Dewatering
The NCDOT proposes to temporarily dewater the stream during the construction
of the project. This will involve the temporary placement of sandbags, sheet metal
cofferdams, or Class B or Class 2 rip rap covered with filter fabric in the stream channel
approximately 10 feet upstream of the proposed pipe inlet. To maintain water flow during
construction, water upstream of this impervious structure will be temporarily pumped out
and conveyed downstream of the construction activity where it will be allowed to filter
through vegetation before flowing into the stream. The stream will be dewatered for less
than a day. This will result in temporary impacts to these surface waters.
Temporary impacts to the stream from this activity will result in the dewatering of a total
of 210 square feet of streambed and approximately 70 linear feet stream channel for the
proposed pipe replacement. The sandbags or riprap covered with filter fabric will be
entirely removed after construction.
Permit Issues
The purpose of this letter is to request authorization under Section 404
Nationwide Permit (NWP) 14, Linear Transportation Crossings. Notification for the use
of this NWP to the USACE is required for this project, as the discharge associated with
the project is less than 0.10 acre and requires impacts to special aquatic sites (including
wetlands). Also, notification to the North Carolina Division of Water Quality (NCDWQ)
for Section 401 Water Quality Certificate (WQC) No. 3289 is required for this project.
NCDOT will comply with all conditions associated with this NWP and WQC.
Additionally, the purpose of this letter is to request authorization under a Section
404 NWP 33 to dewater the stream during project construction. The 401 WQC No. 3114
(which corresponds to NWP 33) does not require written concurrence from the NCDWQ
as NCDOT intends to comply with conditions for the WQC.
Regulatory Review
The subject project has been reviewed and concurrence obtained from the State Historic
Preservation Office that there is no effect to any National register or Study-listed
properties within the subject projects area of potential effects. (See attached Concurrence
Form.)
The subject project has been reviewed by the Environmental Officer and by the U.S. Fish
and Wildlife Service (USFWS) representative for the presence of listed threatened and
endangered species. The subject project has been determined to have no effect on any
listed threatened or endangered plant or animal species. (See attached concurrence letter.)
Summary
NCDOT proposes to upgrade and pave SR 1101 in Wilson County. Temporary
impacts to the stream from dewatering activity will involve 210 square feet of streambed
and 70 linear feet of stream channel. Impacts associated with the pipe replacement at this
project include 0.004 acres of fill in surface water and 60 linear feet existing channel
impacted. Impacts to wetlands are estimated to be 0.07 acres due to roadside ditch
construction. The project is located in the Neuse River Basin. Impacts at the stream
crossing are less than 40 linear feet in the buffer and are therefore exempt from the
Riparian Buffer Rule. Storm water runoff will be attenuated by the use of level spreaders,
permanent check dams and grassed shoulders. The NCDOT asks that the dewatering of
the stream be authorized under a Section 404 NWP 33. The NCDOT will adhere to all
applicable Section 404 NWPs and Section 401 WQCs conditions. If you have any
questions or need additional information, please contact Ms. Robin M.Little at (252) 237-
6164.
Y,
r. Janes H. Trogdon, III, P.E.
visio Engineer
cc: Mr. David Franklin, USACE, ilmin ton
Mr. John Dorney, NCDWQ, Ra ig
Mr. David Cox, NCWRC, Creedmoor
Mr. Garland Pardue, USFWS, Raleigh
Mr. Bryant Bunn, P.E., NCDOT Division Maintenance Engineer
Mr. Don Goins, P.E., Chief Engineer, Operations
DWQ ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT ##)
14 and 33
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: NC DEPARTMENT OF TRANSPORTATION
2. MAILING ADDRESS: PO BOX 3165
CITY: WILSON
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): WILSON CO, SR 1101, from NC 301 to SR 1100
3. TELEPHONE NUMBER (WORK): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, and PHONE NUMBER:
JAMES H. TROGDON, III, P.E., DIVISION ENGINEER [phone]
ROBIN M. LITTLE, DIVISION ENVIRONMENTAL OFFICER [phone]
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: KENLY
1
STATE: NC ZIP CODE: 27895
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
SR 1101, FROM NC 301 TO SR 1100, NORTHEAST OF KENLY.
6. IMPACTED OR NEAREST STREAM/RIVER: UT TO LITTLE BUFFALO CREEK
RIVER BASIN: NEUSE RIVER
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:
ID # 27-57-17 C NSW
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:
NA
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT
SITE: NA
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION: 0.07
FLOODING:
DRAINAGE:
OTHER:
TOTAL ACRES TO BE IMPACTED: 0.07
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION) :
LENGTH BEFORE: NA FT AFTER:
WIDTH BEFORE (based on normal high water contours):
WIDTH AFTER: 10 FT
AVERAGE DEPTH BEFORE: 2 FT AFTER:
NA FT

10 FT

2 FT
(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 DEWATERING BY PLACEMENT OF SHEET METAL COFFERDAMS IN
STREAM CHANNEL FOR PIPE REPLACEMENT.
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? NA
WHAT IS THE EXPECTED POND SURFACE AREA? NA
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY): ROAD GRADING, PAVING, ROADSIDE DITCH EXCAVATION, EROSION
CONTROL MEASURES, MINIMAL WIDENING, ON EXISTING ROADBED. NO DITCH WORK
WITHIN 50 FT RIPARIAN BUFFER. TEMPORARY DEWATERING BY PLACEMENT OF SHEET
METAL COFFERDAMS REQUIRED DURING PIPE REPLACEMENT. TEMPORARY IMPACTS TO
WATER QUALITY AND STREAM BUFFER MINIMIZED TO GREATEST EXTENT
PRACTICABLE.
3. PURPOSE OF PROPOSED WORK: SECONDARY ROAD IMPROVEMENTS TO ENHANCE
SAFETY FOR VEHICULAR TRAFFIC AND MAINTENANCE PIPE REPLACEMENT.
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): IMPACTS AVOIDED BY AVOIDANCE OF BUFFER AND MINIMIZED
WITHIN WETLAND BY MAINTAINING EXISTING DITCHES AND MINIMAL WIDENING
OF ROAD AND MINOR CHANGES TO ROAD SIDE SHOULDERS AND DITCHES.
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE 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: 1/19/01 (SEE ATTACHED USFWS CONCURRENCE LETER.)
15. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT
AREA, WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: 3/15/01 (SEE ATTACHED SHPO CONCURRENCE FORM)
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 [ ] NO [ X
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO [ ]
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? RURAL RESIDENTIAL
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
NA
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
A(;ZIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
3 - 30-- o 1
/AGENT'S SIGNATURE
DATE
( GEN 'S SIGNATURE VALID ONLY
I AU HORIZATION LETTER FROM
T E WNER IS PROVIDED (18g .) )
5
"SITE VICINITY MAP" ?• ?,
SCALE 1= ;L rv L-C.5
W?cSOti (o: ROM) tiirtP ?/
11_'G J
/
Lli3
.LI21?1._..._ ••? t ? W
J
/h .
n/
to
I
I
I

H•wm \
l.iti . SS t
I
EN
?+ Llr3 \
N / 1
m \
m 11? S Oat ll?

b\
pRc,T?CT
is? con0/1
J L=
sad / ll4B LN6
ol
stm e7
11 CO ? ?
Cronirp ,? .lce2
\..5q
.91 lmZ •
PAS
lE6Z , • 3? >a t
r yNH
• ' 1556
y1'
KENLY `
JO
POP. 1,433
1CHNSTON 1,32 •? S 15? .53
' T O •? /
vruoN e? ?. .
15:5 r7 j
"SITE VICINITY NLU"
SCALE 1= e•7 MiL E,5
to 1 / S G /V ( 0 lec ,V) /tit A /'

UNITED STATES
DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
78°07'30" 761°0°-E 762
7'30"
'64 5'

-'Cem \
Kirb
;/ \ v +
?7i Mrbys;'. -
Crossing '
J. A, Cem -_-
1/ Coates 20 ??•`.. =?
PROS
IS?
°Cem Cem
110,
s
j ° Cem: it R
_ ?- •?; \` ,,' . ? . it '?__= I, ? i
-Cem A Cem;:
• % \ ` olL Cem it
11
?\ •`? Rob
Kenly:?
?,• ••\•t, 'I• ' _. Emma 1 Cem c iKen '
cem,
3242 tat
la,?r^, w, -= Cem::
211
Bdr
a941
I R`cCa it
USGS QUAD MAP
SCALE 1? z4.000
jk_L EN S i
\• .?.r. .
12
Ra {„ GoA/• / ?,
{ F.a r \ NoA
H B C
14 B
NoA I CE-
-TT /2I i No,
o• l To , _ To 4: a N9
gb. ?.p, GoA r o `c ?I {' y GoA 0b 6 yy?Q ,. b` ???
.. GoA vs Noq ?9h .. ,`._, ? t . ? ? Nn8 , •.. r. No?,'
y J n
G 2;?,},,, NoB :IJ a6 lMI
NoA ..
?'r 4 ?Guq e ks; r wr. 'aka ?'`y rl
Iro;,?'?q A•oA .. h Ra
! ??r?Ra Yo,? GoA i ?' 7o t l + NoA NoA i•,B.drt. r? NoA flab
t:o: l ry*,i: iCJ7 y5.._ r .• /?'k;: ' MaA t
R ao Ra GoA \i?- r Y G: y fi C7 sing W cops '=
`e ?? To r d * ;tit, ° Nob
NoA
Ifa GoA , GoP ?;L Pp1a0 F ?(
8o
cc)
r ° tRa o ? r SM' j0/1 5EA r To?.,:+r ??
NoA
r _ .r i•. u. C ?? r F .... ? ?. fir. r, ?`ne
tr \_.-., r; 1r,f ???3 . (r Y GbA ' NoB .r MaB N1.. I.I
{ R qq;??,Ifi 67 ICI "
Nn6 Ra -' rG ??F Y. `.l NoA MaA t. NoA 1oJ
\ NoA
//, ?r Ra vo v ??
NoA V
1 sfi 2
_- + ?' ?}e I Nob •.: ? .r. ??' oP ` ?
4 1657
J ? W:'ie NoA ? ?•'N?, Sa ?- Y ??• any Y' `?? "'s? iy1 'G No? N•
' lx },.x' -rrr! r i ? /?dr' `'1.J l ,yrr yt> .?r A. } 1^ ? 61 a, ,. ?JSB
r>???< ? Ji ;' •?` r_x? ?-'?.?" -
rL?` i , r ?'tJ 11 -`5' ! .eft ???. :.s t ry??? ?-?? •F-??b T ITT
NoA Q a5 NoB, M1 ° _I
» h ?. a ?.t, r ?4 *J } ? aft / 4, Nub l'd. ;•. ^r * .+. ?. 15L5
na?rf Nob MaB
r7s sG? R y },}41 ` A Of??v? Q ^, Do4
S
r'" r b.,?+ `" ;?4`rc4? }?3j•reri< i t ?.xtrr?-t•. r 'i t S?C ?rQ/?,; ,'+ MaB 2 Caa•4le'f 18 ?)?a CO . 4
t p +µo
r ' t r* s c a7c n08'.
NoB
t;? ' a'r .9F ? •t ..t ..,? . fis't' ll>:'S^r-E ? •-?•'t ,.yvY f ";a, s
? r. <! A:fL -c8 ?.r?.?? f?'?{a : _ } ti i?: k .. 3t v.?yj• i?r
`:"y i' ?` {•?- ?r M 'iiy}'!?`.,h? •c !?? h ,, -s i. ? 1? t? .v'?.?" STy?.. 1 .??,}t;,,__ ?j?,L ?l ;?21?,^,"_ .
,?'^1 d'. '7 T..I? 5 ( ' ? .A . ti ? ,?•?• '? l+ . •v ?4. rte"- ?.. •.yS?,,Y A ? f`
_ . _-i• H c ^? « 1,° `` f'„}.T g` ' `C j, ?? ST? a, •? f? '3i3s?+ hy?•', *.??'. fir,. :" ??'.."•'? i
' : ?.1 t r -7 j•r a,.y'•,? A. apt ?j
,, ce.rr t.+qt , i• ,-,?. „'t?'LP.w tit:
„ m
? c
USDA/NRCS SOIL SURVEY ,
COUNTY k r LS yd SHEET #
$
SCALE 1"2v oo l
v , a ..ertN e,?f
I _
6/0
ro
0
r
Cr7
c
ro
0
ro
r
m
x
0
a
a
r
ro
r
a
z
02
n
? d
K s

O
N
O

x

A ?

d V

z v

o?
oo
zz
9
2
?O
Oi
co
m
Z
-o
O
m
-I

S?
y
J
Q
z
? I
-v
O
?
0,
M v
+
O
bo
b
M
0
> Pri
Z
2
/

z c o ?
a

a ? ? o

z
1 ? O
V

Q on
-
a
or

0
y
?JJ

III,?? I
C)
0
z
y
W
0111 ?
Z
?2?43'7 catn??-]-19 b-loovrosy^39?sP^19w? wyyca; ro?u-aP3 ?a
?P ?' eel v i rXroF?FA?:;
r=t Fay ?? Vz
= F9x F=i F 3 r F rt, oL 9: ?v7? ;? ;
r] l 1
z
O ? ^'3
?O
?C
z N
z
o CO:
iC

tUWAKU tAKL
/ & Q)
CATHERINE S. SULLIVAN
HILDA G.S. CARVER
50' Buffef Each Way /T Em PceAY QJ
To Be NtTasured Fro / CCFt=EP bAM5 / / SCALE 1'?= 5 D?
Top of (itch Bank saNaaAC
3X6X2 4q. CONC PIPE 2X N 1' Q1' 47.9 E•
r.,A
--------------------
- ?--Z- / - -------
Z
1 ?vt usr'xt-??>=EL
3X6X2 / 2X8 ?Sn-TBA61N wETIAND Ir?IF
Ta=?+rCRa?y / 50' B fer Each Way
/ SHEET
CGFFEkDAMA?1S S a Measured From
Op, 5 wD aA&S op of Ditch Bank
EDWARD EARL
HILDA G.S. CAR ER vP
13. 975- 1'G Z / CATHERINE S. SULLIVAN r
13 14-, 1?C-• &11
I
110 '
I
I
I
100
i
I
I
I
90
I
I
I
I
I
I I
80 I
I I
I
I
I I I ?
I 1 i
I ,
70
I I I I ? , I I , i
57 sr?r1°? 58 59 60
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: 5K 116 i / W 1 L 5 Cam; Date: 11 /11 00
Applicant/Owner: County: Wt c.S a .y
Investigator: _V_tvLV State: 2-e-
Do Normal Circumstances exist on the site? (f e') No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes M Transect ID:
Is the area a potential Problem Area? Yes ® Plot ID:
If needed, a lain on reverse.) I
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species 51raturn Indicator
1.IU rVCU S E NFU '>I S - _Q_ 9.
2._ BACC (-1 A P-LA S H F
lcVki 16, _
3. SL-yl.ETC Uim
4. P,ED ryt A P LC r
?__ rray
_C)OkC. 11. - ?__
12. - - - - -

5. -
13.
6. - 14.
7. 15.

8. ----- ---- -
16.

Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC- .
Remarks:
'? l S'?-Z•'?( ?rL-t-?
y't???'-{"1 C?? J y1rt? i??-i! c?
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
_ Stream, Lake, or Tide Gauge Primary Indicators:
- Aerial Photographs Inundated
_ Other ? Saturated in Upper 12 Inches
No Recorded Data Available -Water Marks
_ Drift Lines
_ Sediment Deposit
Field Observations: _ Drainage Patterns In Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water. (in.) ? Oxidized Rod Channels in Upper 12 Inches
Water-Stained Leaves
Depth to Free Water in Pit: (in.) ?Local Sol Survey Data
±FAC-Neutral Test
Depth to Saturated Soil: 6 _(in.) - Other (Explain In Remarks)
Remarks:
B2 Appendix B Blank and Example Data Forms
SOILS
Map Unit Name ?
(Series and Phase): - +
[? i S 1 i f? t1/? Drainage Class: pcLo IV AV^'

Taxonomy (Subgroup): Fie
i C. r<? L i G Z Confirm d O b se ' I
?---?- - Peed Type? e , No
Profile Descrlotlon:
Depth
(inches) HorFmn
Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions,
(Munsell Moist) (Munsell Moistl Sim/Contrast Structure. etc.
10 r3/j 4/3 7
5;7 f??JS??
C+cwiY"4??i'clisl?.?? {D?wl
16 _ ?
IG? r / j j ;,!/,
VA 10 ?r ??t IGyr 6YR, 7i?,? 'cc :xt,••e. -? S wSh?
Hydric Soil Indicators:
H'stosol _ Concretions
- Histlc Eplpedon
- Sulfdic Odor - ligh Organic Content in Surface Layer in Sandy Soils
_ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime / Listed on Local Hydric Soils List
? Reducing Conditions ? Listed on National Hyddc Soils List
Gleyed or Low-Chroma Colors _ Other (Evlaln in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? No (Circle) (Circle)
Wetland Hydrology Present? 'a No
Hydric Sails Present? as No Is this Sampling Point Within a Wetland? (9 No
Remarks: ?n I G? I SL-c? fr ?l t Z?S ?' C-,C C S 1 ?? u C N4 alt S"L- j
Approved by HQUSACE 3/92
1 1
Appendix B Blank and Example Data Forms 63
County: Wilson NCDOT Division # 4 District 9 2
CONCURRENCE FORM FOR PROPERTIES NOT ELIGIBLE FOR THE NATIONAL
REGISTER OF HISTORIC PLACES,
FOR STATE FUNDED SECONDARY ROAD PROJECTS ONLY
Project Description: Pave and Widen Wilson SRI 101 including Federal Permit Areas A, B, &_C
On March 15, 2001, representatives of the
L?J / North Carolina Department of Transportation (NCDOT)
Q' North Carolina State Historic Preservation Office (HPO)
Other
Reviewed.the subject project at
a scoping meeting
photograph review session consultation
other All parties present agreed

There are no properties over fifty years old within the project's Federal,Permit Site's (or Sites') area (or
area) of potential effects (APE).
There are no properties less than fifty years old that are considered to meet Criterion Consideration G
within the project's Federal Permit Site's (or sites') area (or areas) of potential effects.
There are properties over fifty years old (list attached) within the project's Federal Permit Site's (or Sites')
area (or areas) of potential effects, but based on the historical information available and the photographs of
each property, properties identified as 1, 1 & 3 are considered not eligible for the National Register
and no further evaluation is necessary.
There are no National Register or Study-Listed properties located within the secondary road project's area
of potential effects.
There are no historic properties affected by this project. (Attach any notes or documents as needed)
Signed: ? •1 ?.
ILI
Representa ive, NCO ' Daie

epreseAtative, HPO Date

R J/ L"
State Historic Preservation Officer Date
If a survey report is prepared, a final copy of this form and the attached list will be included.