Loading...
HomeMy WebLinkAbout20001521 Ver 1_Complete File_20001206 7 JAS ?? w ? 2 7 MM STATE OF NORTH CAROLINA{ tar WETLANDS C`?- ATFROtil LI1Y DEPARTMENT OF TRANSPORTATION JANIF:S 13. HUN F JR. GOVERNOR June 14, 2000 Mr. Ron Ferrell Wetland Restoration Program Division of Water Quality Mail Service Center 1619 Raleigh, North Carolina 27699-1619 DAVID MCCoY SI:('RH ARY Subject: Mitigation for Completion of the Enfield 13),pass; I lalifax County; 'III' No. R-2816; State Project No. 6.301006. Dear Mr. Derrell: The North Carolina Department of Transportation (NC'DO"f) requests that the North Carolina Wetland Restoration Program (WRP) provide wetland mitigation for the proposed completion of the Enfield bypass on new location from NC 481 to US 301 in lfalifax County. "Dotal wetland impacts are 0.45 acres ofnon riverine wetlands within the Tar-Pamlico River basin. The NCDOT is requesting that WRP satisfy tine wetland mitigation requirements through it $/acre transfer. "fable I sunntnarizes wetland impacts for the mitigation requested. Upon receipt of the 401 Water Quality Certification from the Division of Water Quality (DWQ), NCD01' will transfer funds to WRP for $12,000 for non riverine wetland mitigation performed to cover the costs of planning and implementation. Table 1. Wetland Impacts for 11-2816 River Basin Hydrologic Unit Wetland Impacted Acres and Payment Total Payment Non riverine* far-Pannlico 03020102 1.0 ($12,000) $12,000 Total 1.0 ($12,000) $12,000 "Non riverine payment is connputed by doubling impactecl acreage and nulltiplying by $12,000. In order to satisfy regulatory assurances that mitigation will be performed; the DWQ requires a lor'Inal letter from the WRP inclicating their willingness and ability to provide MAILING ADDRESS: TELEPHONE 919-733-3141 LOCATION: PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS FAX; 919-733-9794 TRANSPORTATION BUILDING 1548 MAIL SERVICE CENTER 1 SOUTH WILMINGTON STREET RALFIGH NC 27699-1548 WEBSITE. WWWDOH.DOT.SIATE.NC.I/S RAI EGII, NC the mitigation work requested by NCDOT. This letter should he addressed to Mr. John Dorney ol'DWQ, with copies submitted to NCDO1' and Mr. Frlc Alsnleyel' of the USA(t:. ll you have any questions or need additional information, please contact Mr. Eric Black at (919) 733-1176. Sincerely, William 1). Gilmore, P.E., Branch Manager Project Development and Environmental Analysis Branch cc: Mr. David Franklin, USA('I, Mr. Fric Alsmeyer, tJSA('I,: Mr. John Dorney, DWQ Dr. Garland Pardue, USFWS, Raleigh IVir. N. L. Graf', P.1`., Fl I W A Mr. 1). R. Dupree, P.F., NCDOT Division 4 Fngincw, Ms. Wendi Oglesby, P.F. NC1)0'1' Division 4 Construction Engineer State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director WAA 1 N • • 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. 276 1 1-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786. Sincerely. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Raleigh DWQ Regional Office File Copy Central Files c:\ncdot\TIP R-2816\wqc\001521wgcmod.doc #eStevens Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director 1 ffl?N;WAA • NCn..ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES January 11, 2001 Halifax County DWQ Project No. 001521 TIP R-2816 APPROVAL OF 401 Water Quality Certification and ADDITIONAL CONDITIONS and Tar- Pamlico River Buffer Rules Mr. William D. Gilmore, P.E., Manager Planning and Environmental Branch North Carolina Department of Transportation P.O. Box 25201 Raleigh, NC, 27611-5201 Dear Mr. Gilmore: You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 0.49 acres, perform mechanized clearing in 0.102 acres of wetlands, and performed hand clearing in 0.266 acres of jurisdictional wetlands. The purpose of project is to construct the Enfield Bypass from NC 481 to US 301 in Halifax County. The project shall be constructed in accordance with your application dated December 1, 2000. This certification supercedes the 401 Water Quality Certification issued for the same project issued on September 8, 2000. 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 Tar-Pamlico River Buffer Rules (15A NCAC 2B .0259). 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, Nun-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 t50 linear feet, compensatory miti,ation may be required as described in I5A NCAC 211 .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. I. 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 919-733-1786 PAX 733-9959 An Equal Opportunity Attirmative Action Employer 509, recycled/101k post consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor NCDEN'R Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF Kerr T. Stevens, Director 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 1982011031 AND NEUSE/TAR- PAMLICO/RANDLEMAN BUFFER RULES This General Certification is issued in conformity with the requirements of Section 40t, Public Laws 92- 500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ) Reoulations in 15A NCAC 2I-1, 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, Witter 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 t43-215.3D(c), any application for a 40t Water Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit, one payment to both agencies shall he submitted and will be the higher of the two fees; 3. In accordance with 15A NCAC 2I-1 .0506 (h) compensatory mitigation may be required for impacts to streams and/or wetlands. In addition, buffer mitigation may he 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, it 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 it 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 fiber and seedling establishment is allowable. Also, rip-rap may be allowed if it is necessary to maintain Wetlands/401 Unit 1621 10ail Service Center Raleigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 50'.'o recvcled/10% post consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality e?? 0=% OWN% James B. Hunt, Jr., Governor NCDENR Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES 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; Impacts to any stream length in the Neuse, Tar-Pamlico and Randleman River Basins requires written concurrence from DWQ in accordance with 15A NCAC 213.0233, 15A NCAC 2B .0259 and .0250 and 15A NCAC 2H .0500. New development activities located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within the Neuse, Tar-Pamlico and Randleman River Basins shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 2B .0233, 15A NCAC 2B .0259 and .0250. All new development shall he located, designed, constructed, and maintained to have minimal disturbance to protect water quality to the maximum extent practicable through the use of best management practices. Activities listed as "exempt" from these rules do not need to apply for written concurrence under this Certification; 6. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown to DWQ that providing passage would be impractical. Design and placement of culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands or stream beds or banks, adjacent to or upstream and down stream of the above structures. The applicant is required to provide evidence that the equilibrium shall be maintained if requested in writing by DWQ. Additionally, when roadways, causeways or other fill projects are constructed across FEMA-designated 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 tloodway that may result in destabilization of streams or wetlands; 7. If this Certification is used to access buildin_ sites, all lots owned by the applicant must be buildable without additional fill heyond 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 Minim-, 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 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 50Sfi recyclerU10% post consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director 101?'WAA OOM NCn..ENR 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; Id. 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 till 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 it significant adverse effect upon water quality or degrade the waters so that existing uses of the wetland, stream or downstream waters are precluded. Public hearin-s may be held for specific applications or group or 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: I June 2000 DIVISION OF WATER QUALITY By Kerr T. Stevens Director WQC # 3289 Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27699-1 62 1 Telephone 919-733- 1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 50% recyclyd11017v post consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director DWQ Project No.: Applicant: Project Name: 1 ILT.?WAA • 11111111111101111ft -- NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Certificate of Completeness County: Date of Issuance of 401 Water Quality Certification: 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, 27699-162 L This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the Project Engineer. It is not necessary to send certificates from all of these. Applicant's Certification 1, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Agent's Certification Date: 1, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: If this project was designed by a Certified Professional Date: 1, , as a duly registered Professional (i.e., Engineer, Landscape Architect, Surveyor, ect.) in the State of North Carolina, having been authorized to observe (periodically, 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 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 50`i? rccycletUlO',% post consumer paper «` RAT[ o d y ? AMEN, .?.. E? RECEI V STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNK JR. DAVID MCCOY GOVERNOR SECRETARY December 1, 2000 ?-- U. S. Army Corps of Engineers Regulatory Field Office C 2' 6508 Falls of the Neuse Road 62000 Suite 120 Raleigh, North Carolina 27609 y,IrT ATTN: Mr. Eric Alsmeyer NCDOT Coordinator Subject: Modified'NWP 14 Permit Application for the Enfield Bypass, From NC 481 to US 301. Halifax County. State Project 6.301006. TIP Project R-2816. DWQ Project No. 000872. Dear Sir: This Nationwide 14 permit application replaces the application dated June 23, 2000 and request a modification to the previously received 401 certification (DWQ Project No. 000872). As stated in the previous permit application, the North Carolina Department of Transportation (NCDOT) proposes to construct a two lane facility on a new location from NC 481 to US 301 south of Enfield, North Carolina. The new facility will be approximately 1.3 miles long and require 90 feet of right of way. The proposed typical section will be consist of two 12-foot travel lanes with 8-foot shoulders. STREAM AND WETLAND IMPACTS This revision request is the result of an additional 0.142 acre of wetland impacts associated with the project. Consequently, wetland impacts associated with the project will consist of 0.49 acres of fill and 0.102 acres of mechanized clearing for a total of 0.592 acre. An additional 0.266 acres of wetland vegetation will be hand cleared not resulting in permanent jurisdictional wetland impacts. There are no jurisdictional stream impacts associated with the project. AVOIDANCE, MINIMIZATION, AND MITIGATION In accordance with the Army Corps of Engineers (ACOE) mitigation policy of "no net loss of wetlands," the following avoidance and minimization strategies were employed during the planning and design phase of the proposed project. These strategies include: • Realignment of the road corridor to reduce wetland impacts. • Reduction of fill slopes in wetland areas from 4:1 to 2:1. • Minimization of mechanized clearing within wetland areas. MAILING ADDRESS: TELEPHONE: 919-733-3141 LOCATION: PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS FAX: 919-733-9794 TRANSPORTATION BUILDING 1548 MAIL SERVICE CENTER 1 SOUTH WILMINGTON STREET RALEIGH NC 27699-1548 WEBSITE: WWW.DOKDOT.STATE.NC.US RALEIGH, NC 1 Hand clearing wetland vegetation located adjacent to roadside to minimize mechanical disturbance. MITIGATION Despite the minimization strategies employed for the proposed project, the resulting wetland impacts will be greater than 0.1 acre. Consequently, the project will require compensatory mitigation as described under section 3c of the Nationwide Permit 14 conditions (effective June 7, 2000). NCDOT, therefore, proposes the onsite preservation of 1.35 acres of' existing wetland and 4.58 acres upland buffer to mitigate for unavoidable impacts to wetlands. Additionally, NCDOT proposes preserving an additional 2.96 acres of a forested upland area adjacent to the wetland. This area is a stand of mature hardwood mast trees that serve as a foraging area to wildlife who currently utilize the proposed wetland preservation area as habitat (see the attached drawing). The total proposed mitigation is 8.89 acres of upland buffer, wetlands, and adjacent upland foraging habitat. Because of this proposed mitigation, NCDOT is withdrawing it previous mitigation proposal of 0.9 acres of wet flat at the Ellis Farm Mitigation Site (as stated in the June 23, 2000 application letter). FEDERALLY PROTECTED SPECIES No impacts to federally protected species will occur from construction of the proposed project. A list of the federally protected species for Halifax County and their relevant information is included in Table I. Table 1. Federally Protected Species Listed for Halifax County Scientific Name Common Name Status Biological Conclusion Picoide.s borealis Red-cockaded woodpecker Endangered No effect* Elliptio steinstansana Tar spinymussel Endangered No effect* Alasmidonta heterodon Dwarf wedge mussel Endangered No effect* *Habitat is not present in project area. CULTURAL RESOURCES A survey for historic architectural resources was performed within the project area. In a September 30, 1992 letter, the State Historic Preservation Office concurred with the finding that no properties identified within the project area were eligible for the National Register of Historic Places (See appendix A-2 of the previously submitted July 15, 1992 State EA/FONSI and the attached letter). Additionally, an archaeological survey was conducted on March 6 and 9, 1992 by NCDOT staff to identify and evaluate all archaeological sites within the preferred corridor and to assess the potential impacts of the project on archaeological resources. The State Historic Preservation Office also concurred that no previously identified properties were eligible for the National Register of Historic Places in a letter dated May 6, 1992 (see appendix A-1 of the previously submitted EA/FONSI). REGULATORY APPROVALS Attached for your information is an updated copy of the permit drawings and Preconstuction Notification (PCN) for the subject project. We do not anticipate requesting an individual permit but propose to proceed under a Nationwide 14 in accordance with the Federal Register: March 9, 2000 (Vol. 65, No. 47), pages 12817-12899. Other approvals required for the 1 project includes the issuance of a modified North Carolina Department of Environment and Natural Resources, Division of Water Quality (NCDENR DWQ) 401 Certification. We are therefore providing $200.00 and seven copies of the listed documents to DWQ for their review. If you have any questions or need additional information, please call Mr. Eric Black at (919) 733-1176. Sincerely, lG?? dR William Gilmore, P. E., Branch Manager Project Development and Environmental Analysis cc: Mr. David Franklin, COE, Wilmington Mr. John Dorney, Division of Water Quality Mr. David Cox, NCWRC Mr. Timothy Rountree, P.E., Structure Design Mr. John Alford, P. E., Roadway Design Mr. Calvin Leggett, P. E., Program Development Ms. Deborah Barbour, P. E., Design Services Mr. D. R. Henderson, P. E., Hydraulics Mr. Jim Trogden, P. E., Division 4 Engineer li0i J 0 --F l? of 3 Z n d ? L O W -G I r- A O d O G cl( r!1 3- l 00 ? (a- a r.?l.ua c 1 0'd b2,t9 b£e zS 4;A'N3 3-1 *()I(]-lOQ tS:?t X4302-Lt-LION DEM ID: 00152? 0 CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):NWP 14, NWP 14, NWP 14 PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1) NOTIFICATION TO THE CORPS OF ENGINEERS 2) APPLICATION FOR SECTION 401 CERTIFICATION 3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT. 1. OWNERS NAME: N.C. Dept. of Transportation; Planning & Environmental 2. MAILING ADDRESS: 1548 Mail Service Center SUBDIVISION NAME: CITY: Raleigh STATE: NC ZIP CODE: 27699-1548 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): 3. TELEPHONE NUMBER (HOME): (WORK): 919-733-3141 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: William D. Gilmore, P.E., Branch Manager 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Halifax NEAREST TOWN OR CITY: Enfield 1 1 SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): The proposed project will be located southwest of Enfield, NC and connect NC 481 to US 301. 6. IMPACTED OR NEAREST STREAM/RIVER: UT to Burnt Coat Swamp ("Class C SW NSW"). The channel appears to be mechanically constructed with low flow groundwater recharge. RIVER BASIN: Tar-Pamlico 7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SAL7.%.71' (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (OPW WATER SUPPLY (WS-I OR WS-II)? YES [ ] NO [x] IF YES, EXPLAIN: 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF " MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)?YES[ ] NO[x] 7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAC; LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DES: N/A 8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FC;- THIS PROPERTY? YES [ ] NO [x] IF YES, PROVIDE ACTION I.D. PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOC:: CERTIFICATION): 8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY :'. FUTURE? YES [ ] NO [x] IF YES, DESCRIBE ANTICIPATED WORK: 9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJE_-T SITE: 2 1 10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: 0.49 acres EXCAVATION: FLOODING: OTHER: Mechanical clearing 0.102 acres DRAINAGE: TOTAL ACRES TO BE IMPACTED: 0.592 acres The impacts will occur at three separate wetland crossings. 10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): LENGTH BEFORE: FT AFTER: FT WIDTH BEFORE (based on normal high water contours): FT WIDTH AFTER: FT AVERAGE DEPTH BEFORE: FT AFTER: 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: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA? 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS ONLY): The proposed project will commence at NC 481 approx. 3 miles east of I-95. Existing NC 481 will be realigned to tie into the proposed connector w/ an at-grade, y-type intersection. The proposed connector will continue eastward and tie into US 301. Mechanical equipment will include heavy-duty excavation equipment. 13. PURPOSE OF PROPOSED WORK: Public Transportation 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): Avoidance & minimization measures include: realignment of road, 2:1 fill slopes, removal of cut slopes in wetlands, minimize mechanized clearing, hand clearinci. nR` PEnTIES 1N THE PE7??TCr]ATT AREA j??Y1r-i'r-P MAY B? AFFF;GT-FP $ THE PRGPOSEP Z?T? PRGjEG DATE GGHTAC-TED., 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES [x] NO [] (IF NO, GO TO 18) a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES [x] NO [ ] b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES [x] NO [ J 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 (919) 733-6369. 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 ALI, SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQU:i?i:. e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Rural Residential, Agricultural, and Forest. f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPO:' A g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLIC'. 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 TIE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM. WNER'S/ GENT'S SIGNATURE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18g.)) DATE 5 1 ?. i 1100 _ • Q, 1001 1 i ENFIELD 1 1 1110 1003 1109 wamP ? ? ? Burnt C001 1 ^ PROP. ? 1220 NC 481 1220 l ` J 1002 301 , 1224 / co • MBE 1238 ; OG?Go SITES ? 301 1225 481 4g? 1 ? N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS HALIFAX COUNTY VICINITY PROJECT 6.301006 R-2816 /VI/`1P NC 481, ENFIELD BYPASS, FROM NC 481 TO US 301 DATE:8-31-2000 SHEET 1 OF 10 rid I PROPERTY OWNERS I NUMBER i NAME ADDRESS 1 BALFOUR RAY KEETER, JR. RT. 2, BOX 80 ENFIELD, N.C. 27823 2 JAMES L. HERBERT & RT. 2, BOX 1-C i ROBERT N. WHITAKES ENFIELD, N.C. 27823 I 3 W.F. ARMSTRONG RT. 2 BOX 7-13 ENFIELD, N.C. 27823 4 THOMAS M. HUNTER, SR. 3300 DRAKE CIRCLE % THOMAS M. HUNTER, JR. P.O. BOX 10681 RALEIGH, NC 27605 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS HALIFAX COUNTY PROPERTY OWNERS PROJECT 6.301006 R-2816 NC 481, ENFIELD BYPASS, FROM NC 481 TO US 301 DATE:8-31-2000 SHEET 2 OF 10 LEGEND MO WLB MEDIUM QUALITY WETLAND BOUNDARY MO WLB z MEDIUM QUALITY WETLAND M° wt8 LO WLB- LOT/ QUALITY WETLAND BOUNDARY LO WLB Low QUALITY WETLAND `0 wee i I DENOTES FILL IN WETLANDS . . DENOTES MECHANIZED CLEARING I H H H H H H DENOTES HAND CLEARING - EXISTING RIGHT OF WAY R W PROPOSED RIGHT OF WAY E TEMP CONST EASEMENT PERMANANT DRAINAGE PDE - EASEMENT TDE - TEMP DRAINAGE EASEMENT PROPERTY LINE PROPOSED PIPE CULVERT WOODS LINE RIP RAP - DITCH - > FLOW DIRECTION Ii - - F - - PROP. LIMIT OF FILL N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS HALIFAX COUNTY LEGEND PROJECT 6.301006 R-2816 NC 481, ENFIELD BYPASS, FROM NC 481 TO US 301 DATE:8-31-2000 SHEET 3 OF 10 J Z In W H Y W?otSW Q= o03 dOJ ??\ z 8 O? ? O Q / 3 N QC +O O o??la?rnN? V 1 ?? I? II ?? ?? I-QOJI,Cr- (n w W W W Y Q CK O Ll J Q m 0 0 0 3 N r 00 .6 N In N v = I« I I I `t I I? oC ca = w z = r 0 = Vf H 0 U 000 O 4 14 o 3 N Y W 3Z W = I = 3 J.6Z Z , N O N f- W w v a CO cr I 3 N o w _ W r Z w o ? II C N r W ..J o V to Ln N 0 ,/ L I w? vv V ? N Z w = ? u] U z _ _Z D N = 3 v ? o L O J W LL. 3: H N H Z Z Z ? 0 0 W W = W w • = Y • _ = Q w = _ V) • r = w 00 = • _ = 3 O LL Z J O w c co wi, co CV) _ Q N N w O = Z " m :) O OI ht7=) O° _ .p N U LL VI M Z \\ 3 O Z W V O = _j Lu Go Z Q = \ W v v? jC \ w V 0 oOC Z ce z J - L - Q f f f - - _ - - - - - - - - - - - - - W O -j '- W - - - - - J l ti - - to N - t - - - - - - N ' W { - {, - - - - - - - - - - - - - - - - - - - - - - --I i _ - - - - - -f + - - - - -- I ? ? -- - - - - - -- - - - - - - W 41 - - - - LU - - - -- - - - N - - - - - - - - O ,a - - N - - - - - .. N N M Q co C> H O :) O ° =OooP ?O - - j - LL U O W M - - -- - - -- - -- 4 - - -- ?" O ? Z a 4f - - - LL C LU U W - - - - - - - ? za o = a co N = N -- - - - - - U 0 a Z - - - - - - - - - - - - - - - - -- - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - cv - - Z - _ O oa - - ? - - r ? W A / 114 1 Y V I -T - W W ? ' Q t/7 o V - N r¦I v i - - - - - - - - - - - t/1 N Ln _ z `O o y N N M Q } H Q I Q y = O I Z m C Z= p o W 1 0 V '0I c m 0 - W Z _ 10 W V I - Z Q r co O = W r -7 3 I -1 - - - - - - Z 4 LL V a Z ?v N O O O 3 ff.8jM a) 1 Q) I I I W I Z I W Y I N I Ch a O I J N II I I I CK) I I xw w x• :?Ilp,i ?Jxj, x « CL « O « a I I 1 / 1 3 0 W '- - M I O ? W O + I- Z- ' O O II I W O L J O ' z _ 1 to O + ^ J 00 V I a > ? N -j tn N I cr- I I CL th d? I x • V) C) z • N z V Z w 3 N O O Z x to ? J L U W C] x A? L. to „ z z Z 0 ? 0 $_ m? I I O `OQ? If • r = • • x O ?O o Q N N M Pm Q I Q W p=Z°Cm°o°I = z= 0 0° N O LL. V O W Z .M H- O M v ab O Z `u V H L-j Z Q 00 0 = v < N u 4 U a z o??c z Q O N O 2 H O - - - - ,__ - - - '- - - - - O W O ? - - LJJ - - - - - - - - 1-- 1 1 J - - - - - - - - - - - - - - -- - - - - - - V Q - - - - - - - - - - - - - - - - - - - cn V cc) - - - - - LO - - iLn - - - - - - - - -- - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W _ -- M - - W W - - - LL 4 - F- T Ce - - CL - - Z - - O ,O o - - - Qy. NNM - - °` - - - - - o=Z m - - - - - - - - - - - = o? - - ooo o z - u o LU FO C) ODI o - LL cn ?o"''uLI ? O Z J Z W Q {. r co j Lf) p u O - O Z V U- a Z 4q ll 1 1 = t - - - _ - - N - T t l M 1 - - - 0 M II - - r- - - - - W - - _ _ _ V?- - W - - - - - W % - - - - - - t 7 Q - - V - DG - -- c - - - - ? - - - - Z - - - ? - ; CV) W 0 3 0 } o = Z m o - HLD =5 0 LL - N 'o in LU V LL ?? ~ " b - a LL M Z w H r O Z Z Q r O u N = 1 "7 11 1 1. W P Z 1 4 L L V CIL 'D z (D 0 c o c b o o °o C L W U a? m O N 0 0 0 0 O - 0 c a U o U a a?i - c m v 0 0 0 0° w , ' CL ( ° wU E r W LL ° 0 ° 0 ° 0 ° 0 0 U Q m c E o 0 o 0 0 0 00 a i M cn CO 'a c 0 0 0 0 0 0 0 0 0 c O m O O O 0 = a" o o o 0 LL f 0 ` M 7 0 0 0 0 O O C (p cu O 0 0 0 0 0 O LL Z p N N N C N 1.1. _ c m V 0 _O O 0 N O C L ( p ? o 0 0 0 0 G V Cl) cn o U - c > w O O o 0 m m 0 o 0 o 0 o 0 0 0 0 0 0 - W c o - Z g N =_0 ~ w LL c 0 0 0 0 0 0 0 O 0 E a) m E o 0 o 0 o 0 0 I- c C c m co In CN O - M O r m U- o o o 0 c? u1 E N M O =3 U Z .-.c (o o ?i co 0 t N t N t r- M E O ( o c o LL t t t O M ( n N N ( n J w O Z r N M ~ L-j H J A STAR' ?WGUw 0 0 t 5 21 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. DAVID MCCOY GOVERNOR SF.CRFTARY December 1, 2000 U. S. Army Corps of Engineers Regulatory Field Office - -• - - 6508 Falls of the Neuse Road PAYMENT- (s '? Suite 120 <y," Raleigh, North Carolina 27609 RECEIVED T 6 mrn ATTN: Mr. Eric Alsmeyer NCDOT Coordinator Subject: Modified NWP 14 Permit Application for the Enfield Bypass, From NC 481 to US 301. Halifax County. State Project 6.301006. TIP Project R-2816. DWQ Project No. 000872. Dear Sir: This Nationwide 14 permit application replaces the application dated June 23, 2000 and request a modification to the previously received 401 certification (DWQ Project No. 000872). As stated in the previous permit application, the North Carolina Department of Transportation (NCDOT) proposes to construct a two lane facility on a new location from NC 481 to US 301 south of Enfield, North Carolina. The new facility will be approximately 1.3 miles long and require 90 feet of right of way. The proposed typical section will be consist of two 12-foot travel lanes with 8-foot shoulders. STREAM AND WETLAND IMPACTS This revision request is the result of an additional 0.142 acre of wetland impacts associated with the project. Consequently, wetland impacts associated with the project will consist of 0.49 acres of fill and 0.102 acres of mechanized clearing for a total of 0.592 acre. An additional 0.266 acres of wetland vegetation will be hand cleared not resulting in permanent jurisdictional wetland impacts. There are no jurisdictional stream impacts associated with the project. AVOIDANCE, MINIMIZATION, AND MITIGATION In accordance with the Army Corps of Engineers (ACOE) mitigation policy of "no net loss of wetlands," the following avoidance and minimization strategies were employed during the planning and design phase of the proposed project. These strategies include: • Realignment of the road corridor to reduce wetland impacts. • Reduction of fill slopes in wetland areas from 4:1 to 2:1. • Minimization of mechanized clearing within wetland areas. MAILING ADDRESS: TELEPHONE: 919-733-3141 LOCATION: PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS FAX: 919-733-9794 TRANSPORTATION BUILDING 1548 MAIL SERVICE CENTER 1 SOUTH WILMINGTON STREET RALEIGH NC 27699-1548 WEBSITE: WWW.DOH.DOTSTATE. NC.US RALEIGH, NC Hand clearing wetland vegetation located adjacent to roadside to minimize mechanical disturbance. MITIGATION Despite the minimization strategies employed for the proposed project, the resulting wetland impacts will be greater than 0.1 acre. Consequently, the project will require compensatory mitigation as described under section 3c of the Nationwide Permit 14 conditions (effective June 7, 2000). NCDOT, therefore, proposes the onsite preservation of 1.35 acres of existing wetland and 4.58 acres upland buffer to mitigate for unavoidable impacts to wetlands. Additionally, NCDOT proposes preserving an additional 2.96 acres of a forested upland area adjacent to the wetland. This area is a stand of mature hardwood mast trees that serve as a foraging area to wildlife who currently utilize the proposed wetland preservation area as habitat (see the attached drawing). The total proposed mitigation is 8.89 acres of upland buffer, wetlands, and adjacent upland foraging habitat. Because of this proposed mitigation, NCDOT is withdrawing it previous mitigation proposal of 0.9 acres of wet flat at the Ellis Farm Mitigation Site (as stated in the June 23, 2000 application letter). FEDERALLY PROTECTED SPECIES No impacts to federally protected species will occur from construction of the proposed project. A list of the federally protected species for Halifax County and their relevant information is included in Table I. Table 1. Federally Protected Species Listed for Halifax County Scientific Name Common Name Status Biological Conclusion Picoides borealis Red-cockaded woodpecker Endangered No effect* Elliptio steinstansana Tar spinymussel Endangered No effect* Alasmidonta heterodon Dwarf wedge mussel Endangered No effect* 'Habitat is not present in project area. CULTURAL RESOURCES A survey for historic architectural resources was performed within the project area. In a September 30, 1992 letter, the State Historic Preservation Office concurred with the finding that no properties identified within the project area were eligible for the National Register of Historic Places (See appendix A-2 of the previously submitted July 15, 1992 State EA/FONSI and the attached letter). Additionally, an archaeological survey was conducted on March 6 and 9, 1992 by NCDOT staff to identify and evaluate all archaeological sites within the preferred corridor and to assess the potential impacts of the project on archaeological resources. The State Historic Preservation Office also concurred that no previously identified properties were eligible for the National Register of Historic Places in a letter dated May 6, 1992 (see appendix A-1 of the previously submitted EA/FONSI). REGULATORY APPROVALS Attached for your information is an updated copy of the permit drawings and Preconstuction Notification (PCN) for the subject project. We do not anticipate requesting an individual permit but propose to proceed under a Nationwide 14 in accordance with the Federal Register: March 9, 2000 (Vol. 65, No. 47), pages 12817-12899. Other approvals required for the project includes the issuance of a modified North Carolina Department of Environment and Natural Resources, Division of Water Quality (NCDENR DWQ) 401 Certification. We are therefore providing $200.00 and seven copies of the listed documents to DWQ for their review. If you have any questions or need additional information, please call Mr. Eric Black at (919) 733-1176. Sincerely, r?`IGrG d?¢ William Gilmore, P. E., Branch Manager Project Development and Environmental Analysis cc: Mr. David Franklin, COE, Wilmington Mr. John Dorney, Division of Water Quality Mr. David Cox, NCWRC Mr. Timothy Rountree, P.E., Structure Design Mr. John Alford, P. E., Roadway Design Mr. Calvin Leggett, P. E., Program Development Ms. Deborah Barbour, P. E., Design Services Mr. D. R. Henderson, P. E., Hydraulics Mr. Jim Trogden, P. E., Division 4 Engineer ze•d 1N101 J ? .a -F L v a d ? v =F d o° G - r( rD l 0 a Uj- 20Id bLi9 b£2 2S2 Sl II-I d0 ' n I 0-100 i LS:- l 0002-2,i-AON DEM ID: oa15(1 A CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):NWP 14, NWP 14, NWP 14 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 ENVIRONI-':*. MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT. 1. OWNERS NAME: N.C. Dept. of Transportation; Planning & Environmental 2. MAILING ADDRESS: 1548 Mail Service Center SUBDIVISION NAME: CITY: Raleigh STATE: NC ZIP CODE: 27699-1'40 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFEr. MAILING ADDRESS ABOVE): 3. TELEPHONE NUMBER (HOME): (WORK): 919-733-3141 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIF,', ADDRESS, PHONE NUMBER: William D. Gilmore, P.E., Branch Manager 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Halifax NEAREST TOWN OR CITY: Enfield 1 SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): The proposed project will be located southwest of Enfield, NC and connect NC 481 to US 301. 6. IMPACTED OR NEAREST STREAM/RIVER: UT to Burnt Coat Swamp ("Class C SW NSW"). The channel appears to be mechanically constructed with low flow groundwater recharge. RIVER BASIN: Tar-Pamlico 7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-II)? YES [ ] NO [x] IF YES, EXPLAIN: 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)?YES[ ] NO[x] 7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? N/A 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: 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 2 10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: 0.49 acres EXCAVATION: FLOODING: DRAINAGE: OTHER: Mechanical clearing 0.102 acres TOTAL ACRES TO BE IMPACTED: 0.592 acres The impacts will occur at three separate wetland crossings. 10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): LENGTH BEFORE: FT AFTER: FT FT WIDTH BEFORE (based on normal high water contours): WIDTH AFTER: FT AVERAGE DEPTH BEFORE: FT AFTER: 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: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA? 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 112" X 11" DRAWINGS ONLY): The proposed project will commence at NC 481 approx. 3 miles east of I-95. Existing NC 481 will be realigned to tie into the proposed connector w/ an at-grade, y-type intersection. The proposed connector will continue eastward and tie into US 301. Mechanical equipment will include heavy-duty excavation equipment. 13. PURPOSE OF PROPOSED WORK: Public Transportation 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): Avoidance & minimization measures include: realignment of road, 2.1 fill slopes, removal of cut slopes in wetlands, minimize mechanized clearing, hand clearing. 16. *G?; rcz TnE REQUIRED mG GGNTAGm THE STATE; fSTSTORIG--RRESERoLATI-GN -rte c -r r z ` ^vi '--ricEr"c (-SHPry) (SEE -AGEN A9BRESSFS SHEET) REGARDING THE P-RFiSENGE ,z tSI G PRGPERT-ISSS I?] TH-EmPER9 T A14EA--WHI?f1--MAY BE AFFE?-T?q By Tf'rE--PTGpGsF5p RR94EGT. DATE -GGNIZ GTEB 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES [x] NO [] (IF NO, GO TO 18) a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES [x] NO [] b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES [xl 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 (919) 733-6369. 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, Agricultural, and Forest. f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO: 1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND 3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM. WNER'S/ GENT'S SIGNATURE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18g.)) DATE 5 Burnt C0°t Sw°mP , \ 10002 1 1003 PROP. / NC 481 I 301 ? `' C00140 i le'DGIeGGo 301 1110 J N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS VI CI NI1 HALIFAX COUNTY PROJECT 6.301006 R-2816 MAP NC 481, ENFIELD BYPASS, FROM NC 481 TO US 301 DATE:8-31-2000 i SHEET 1 OF 10 PROPERTY OWNERS NUMBER NAME ADDRESS 1 BALFOUR RAY KEETER, JR. RT. 2, BOX 80 ENFIELD, N.C. 27823 2 JAMES L. HERBERT & RT. 2, BOX 1-C ROBERT N. WHITAKES ENFIELD, N.C. 27823 3 W.F. ARMSTRONG RT. 2, BOX 7-B ENFIELD, N.C. 27823 4 THOMAS M. HUNTER, SR. 3300 DRAKE CIRCLE % THOMAS M. HUNTER, JR. P.O. BOX 10681 RALEIGH, NC 27605 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS HALIFAX COUNTY PROPERTY OWNERS PROJECT 6.301006 R-2816 NC 481, ENFIELD BYPASS, FROM NC 481 TO US 301 DATE:8-31-2000 SHEET 2 OF 10 LEGEND -M° WLB- MEDIUM QUALITY WETLAND BOUNDARY /MO WlB MEDIUM QUALITY WETLAND M° wt B LO WLB- LOW QUALITY WETLAND BOUNDARY LO WLB LOW QUALITY WETLAND ?0 w<a DENOTES FILL IN WETLANDS DENOTES MECHANIZED CLEARING H H H H H H DENOTES HAND CLEARING - DITCH - EXISTING RIGHT OF WAY R W PROPOSED RIGHT OF WAY E TEMP CONST EASEMENT PERMANANT DRAINAGE PDE - EASEMENT TDE - TEMP DRAINAGE EASEMENT PI PROPERTY LINE PROPOSED PIPE CULVERT WOODS LINE RIP RAP FLOW DIRECTION - - F - - PROP. LIMIT OF FILL I N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS HALIFAX COUNTY PROJECT 6.301006 R-2816 LEGEND NC 481, ENFIELD BYPASS, FROM NC 481 TO US 301 DATE:8-31-2000 SHEET 3 OF 10 ZN W H- Y W CO 06 Q2 0Om+y VOJ 1 Vn N O a / 3 C ct ?Nrr°' ?bo°,'rn?o v ° o???,?rnN II (/') II II II II II LLJ of W H W W Y a D O L? J Q co O ° O O 3 N ui + N l!1 N Q Z i = M v) O « 0 ° = « = N o N H R., ui m W Y w CO I I = 3 = z w I I c? ? °? z I I z I N N W ~ O w I I U Q O ,.l I = w oC m = D Z = w O = Z IA h ad o = w U O 2 N LL I i a =' I 7 N o W _ r? Z W o - II CL W J o u N Ln N O -Ami ,l ) w = v v '? i w (, OQZ « = h W u _Z W x 3 ^' Z v O Z LL o W « J LL. _ = N N In _ t" Z Z Z _ cl a a 0 W W w = W = Y w = « r w « _ Q w = _ v) ct « « _ • O = 3 O LL Z < O `O o « co Q }N. co N M = H Q I Q N w Q = Z co = V) ?O N LL 9 du LL H O? V o ? M M Z CO U- ILILI 1\ O O J `O Z Q LL 00 \ L N Z W •? v X o > -, u 1 w ci 0 Z ce 1 Z J_ 4 S T - -- - - LO O - - - T E - - - - - - II ? - - - - - - - - O r- - Ln J - - - - - - - _ O Z O Q - _ - - - - - - - - V ?N t - -- -- - - - - N pC _ - - - - - - - - - - in •- 1 - 4 4 fl - ?: l - - - - - - - - - - - - - - - - - - - - - - - - - - - W - - - } - - - - - - - - - - - - - - - > - - - - W - - - - - - 1 - - - - - - - - - - - - - - - ? - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - A ci - Z 4 - - - - - - - - -- - - - - - - - - - N M Q N - - - ? - - - -- - - - - ? w a a N 3: Z co 0 __ z o ' - - - - - - - - - p Q Q O W rj I - - - - nj F- ? ? M Z CO - W V W r ? - _ .p J Z - - - - - - - - co O 0 - ° z - - u U oc - - - - - - - A 7 - - - o - - f - - - - - - - - N Z 0 o 06 7ir J - N - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - f - - - - - - - V) Ln - - - - - - - f 4 4 T 1 1 - 0 - - - - - - - - - - - - -- A L - f ? H ] ] T 4 - - - T F I- Q I Q y = O _ I = Z m 0 in O N LL - .p 0 ,- W - LL -4O V l u Z Z Q H _ U u j - c -, V0 °ZU. C _ Z I ? 1 ? O I C W M o ° ? LLI W F - I I O + z I I goo 4? N to L J I N I Y I II a) c o II r- o C I I ? -'i on to ^° w V) a I Ln 00 O V O I < V) to to cn w ° -`+ to N ? I O? O a I ? `n i = I cz ~ co I m I V2 % 0 ? = N z i y « ? I Z V Z « • 0 « IIJ N 3 ? I LLJ 45, . « co z _" • "_ 1? z z I • > a o 0 0 _ ID _ • I u • w = _• z z _ . I SAP O o I ?, F= ? oo N M 04 a « I O ?0? ?a ??? O Ce 874 b7 a X06 10 zyossl.-Nu- Z I ~ p ro' ao NI O Z o Z ~ tp Q I' U ad Z ce ? '? Z O - - - - - - - - - - - - - - - - - - - - - r- - - W O Ln j W-- _ W - - - V - Q - - - - - cn V - - - - - - - - - - - - cn - - - - - - - - - - - - -- - - - - - - - - - - - - - - - Q J - - - - - - - - - - - - - - - - 1 - - - - - - - - - O Z O Q - 1 V - - - - -- - - - - - - - - - - - - - - - - O > - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W - - - - - M - - W W - - - LL V1 O - - - - - - - - - - - - -- - - - - - - - - - O NO c CV) H a I Q y oC o - - l o = Z ZZ = 0 N _ O O O Q u col O Z .O Li U L Z Q Q W ' CL Z i r _ -- - 1 t - 4 = I- i - - - - - ? - ? f A - - i ? ° 1 - 1 - - l - } 1 ? - N - ,-} ? f - " M ft t - - - - - } _ M - - - - II - - H - W J ?- Z3 - (n _ - N - - - - - - - - _ - - - - - - - - - - - - - - + ? - _ - N t 4 ff A -T Fi F - - - - - - - (OD - - o - - - Q I Q N - = 0 = Z - co - - - NO? pN" - - - ,oo - Z Q - - - - - - - - _ + - O W Q 'I Q O C `i co cj 0 a0 X Z LL Q M - - . W V W I-u - J Z - - - - - - 0: Go - - - - - 0 o Z u O - Z ? - - - - o ?c V - - - - - - - 70 z o m (0 o o 0 00 c t W U .D m N O C F O O O O O O V) U o U CL 0) c m v (D 0 °o , m a r- W W U E H - W 0 0 0 p U ° " 00 0 0 0 0 00 LL S a) o 0 0 0 D v) 0 0 0 0 0 c0 CO m 0 o 0 0 0 o p p = a 0 o c 0 LL M 0 0 0 p . C Z5 m O O O O O O 2 0 0 0 p Il M N C c 'M U N 0 O_ O 0 N C q L N ( o 0 0 0 0 C V N a 'v U ICU M 0 0 0 p CL >- v m co " 0 0 o 0 0 o 0 0 0 p 0 ? ?? 0 - W c Z a = J L L O O O p W p' « 6 N 0 0 0 0 O 3 0 0 0 0 c N C C M ' N p -_ m V - .« f0 N M U ) 0 _ O [t W j v O O O p m u vi E N M o :3 U Z o rn .-. CD o O + N + N + E ° p O - (D ao O c o L n N N a - J Q O (? Z N M T T 00 t C) k-1 Z)l '14 e? SGito? y r? STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY DIVISION OF HIGHWAYS GOVERNOR September 27, 2000 State Project: 6.301006 (R-2816) F. A. No.: N/A Contract: C200199 County: Halifax Description: NC 481 (Enfield Bypass) from NC 481 to US 301 MEMORANDUM TO: Steven D. DeWitt, PE State Construction Engineer FROM: Wendi Oglesby Johnson, PEt Division Construction Engineer SUBJECT: Approved Preconstruction Conference Minutes LYNDO TIPPETI' SECRETARY We are transmitting an approved copy of the minutes covering the preconstruction conference for the above project, which was held on September 4, 2001. The minutes were approved by the Contractor, Rose Brothers Paving Company, Inc., as recorded. /t Attachment ec:Randy Pace Frank Vernon "Tom Turnage Bryant Bunn, III, PE John Rouse, PE Andy Pridgen Lloyd Johnston, Jr. Harold Pittman Dennis Jernigan, PE Ken Ivey, PE Victor Barbour, PE W. D. Johnson W. L. Moore, III Judith Johnson (NCWRC) Eric Alsmeyer (US Army Corps of Engineers) Jimmy Marler I W M n Post Office Box 3165, Wilson, North Carolina 27895-3165 Telephone (252) 237-6164 Fax (252) 234-6174 Mr. Steven D. DeWitt, PE September 27, 2001 Page 2 Robin Little Warren Walker, PE Haywood Daughtry, PE John Williamson Aydren Flowers David R. Henderson, PE Richard Chrisawn Andy Mills Jerry Page, PE John Hennessy John Holley David Cox CSX Transportation, Inc. NC Power Cox Cable Sprint Town of Enfield Willie Bryant .. l PRECONSTRUCTION CONFERENCE MINUTES State Project: 6.301006 (R-2816) _ F. A. No.: N/A County: Halifax Description: NC 481 (Enfield Bypass) from NC 418 to US 301 The preconstruction conference for the above project was held on September 4, 2001. The following persons were in attendance: NAME REPRESENTING Larry Rose Rose Brothers Paving Co., Inc. Frank Rose Rose Brothers Paving Co., Inc. Don C. Phillips Rose Brothers Paving Co., Inc. Jimmy Edwards Jasper Eley Land Surveying Edwin Rose Jasper Eley Land Surveying William Sawyer Sawyers' Land Developing L. O. Stone CSX Railroad Jim Conner Sprint John Sugg Town of Enfield D. W. Jernigan NC DOT - Resident Engineer J. L. Raynor NC DOT - Assistant Resident Engineer Ernest Nichols NC DOT - Construction M. D. Williams NC DOT - Construction Lloyd Johnston, Jr. NC DOT - Division 4 Right of Way Steve Grimes NC DOT - Division 4 Right of Way Jerry Page NC DOT - Division Design/Construct Frank Vernon NC DOT - Roadside Environmental Andy Pridgen NC DOT - Division QA Supervisor Warren Walker NC DOT - Roadway Construction Engineer Wendi Oglesby Johnson, PE, Division Construction Engineer, presided over the conference. She asked everyone present to introduce themselves and their project affiliation. Mr. Don Phillips will act as Project Superintendent and Traffic Control Coordinator for the Contractor. Mr. Mike Williams will act as Project Inspector and Traffic Control Coordinator for the DOH. Mrs. Johnson asked when and where does the Contractor plans to begin work. The Contractor advised they would begin putting up signs on Wednesday, September 5`h and then begin clearing operations on the west end of the project to NC 481. Mr. Rose advised they have already done some surveying work. Mr. Conner representing Sprint requested that before the Contractor begins driving poles for the signs that he would like to go out and see where the signs are going to be located. Mr. Stone with CSX railroad asked when the Contractor would begin work on railroad right of way. Mr. Stone advised they would need at least 2 weeks notice prior to the Contractor needing a flagman. Mr. Rose advised, it would be at least 2 weeks before they begin work on railroad right of way. The Contractor presented his progress schedule and he was advised it would be checked and he would be advised if satisfactory. By copy of these minutes, we are advising the Contractor his progress schedule has been checked and approved as corrected. qt Preconstruction Minutes (R-2816) September 4, 2001 RIGHT OF WAY Mrs. Johnson called on Mr. Steve Grimes with our Division Right of Way office to cover the right of way for this project. Mr. Grimes advised most of the right of way for this project was secured by the Right of Way Branch in 1992 and 1993 by Tom Nobles. Copies of all of these right of way agreements, along with the judgements for the parcels, which were acquired by condemnation, were presented to the Resident Engineer. Due to wetland concerns, a revision was made to the plans, which resulted in the need for additional right of way acquisition. At this time, none of this additional right of way has been acquired. The affected parcels and property owners are shown on pages 6, 7, and 8 of the plan sheets. None of the right of way on these revised parcels has been acquired; permits of entry have been acquired for Robert N. Whitaker, Enfield Grain & Fertilizer and Henry C. Anderson. The parcels that a permit of entry was not secured for are Laura Branch Ball et vir, et al (Virginia Branch Pope - Parcel 10); Walker F. Hunter Heirs (Parcel 11) and Thomas N. Hunter Heirs (Parcel 16). These parcels will more than likely have to be acquired by condemnation and the Contractor shall not enter upon these parcels until condemnations are filed. Mr. Grimes advised this should take approximately 90 days to complete. Contractor asked if they could use the property the DOT owns as a storage area or waste area. Mr. Grimes advised negotiations as to whether the property owner wants to buy the property back or if it will remain DOT property is not complete. His office will not know until appraisals are in and that will take at least another 30 days. The Contractor asked that he be notified as soon as possible. Jerry Page advised the DOT secured the property adjacent to the Uplands Preservation area back in 1992 and 1993 originally; however, to secure additional right of way needed for the project it may become necessary to use that property as a "bargining tool". If the right of way between the Upland and the Wetland area is not needed for right of way negotiations then the DOT will possibly retain this property and trees and/or vegetation will be planted in this area so animals will be able to go from Uplands to Wetland area. The Contractor shall not exceed the right of way or easement areas during construction of the project without written permission from the property owner. Should it become necessary to exceed these limits to perform work, the Contractor should secure written permission from the property owner before performing work on the property and a copy be forwarded to the Resident Engineer for his files. Mr. Grimes advised, to his knowledge, there is not any asbestos or underground storage tanks within the right of way of the project. There was no further discussion regarding right of way. UTILITY CONFLICTS Lynn Raynor advised that the following utility companies have facilities that will be in conflict with the construction of this project: 1. NC Power: All work has been completed. w Preconstruction Minutes (R-2816) September 4, 2001 2. Cox Cable: Clear - no conflicts. 3. Sprint Telephone Company: Upon completion of rough grading, the Contractor shall give Sprint Telephone Company at least one weeks notice and one week for relocating existing underground telephone lines to new locations. Contractor was given name and telephone number to contact Jim Conner with Sprint so he could meet on the project with the Contractor's personnel in order to flag location of Sprint's underground cables. Sprint has telephone pedestal at US 301 end of project that will need to be relocated. This is not in conflict with the Contractor's operations at this time. 4. Town of Enfield -Power (Distribution): Four poles at the east end of the job that will need to be moved. Waiting on right of way and utility agreement. 5. Town of Enfield (Water): No conflict. 6. Halifax County (Water): No conflict. 7. Halifax EMC - One pole in conflict. Will move within the next 2 weeks. 8. Town of Enfield (Sewer): No conflict. 9. MCI - Needs to be addressed - may need to put in conduit for line. Contractor expressed concerns relating to public using the road as construction progresses and signals not being at crossings. He advised they would place barricades to keep traffic off roadway prior to completion and opening to traffic and would also place barricades at crossings. CSX representative advised it would take approximately 2 days to build crossings. Lynn Raynor advised that Mr. Hinnant in our Raleigh office stated the agreement with the railroad is on the way. EROSION CONTROL Mrs. Johnson called on Frank Vernon to cover erosion control items listed on pages 96-97 and pages 103-109 in the contract. Environmentally Sensitive Areas - The "Environmentally Sensitive Area" shall be defined as a 50' (16 meter) buffer zone on both sides of the stream measured from top of stream bank. Contractor may perform clearing but grubbing cannot be performed until Contractor begins grading operations. Erosion control devices shall be installed immediately following the clearing operation. Special Stilling Basin(s) -Contractor shall use DOT furnished fabric bags for containing silt during silt excavation. Reforestation - Reforestation will be planted within interchanges and along the outside borders of the road, in areas designated by the Engineer. Reforestation is not shown on the plan sheets, see the reforestation detail sheet. Seasonal limitations: Seedlings shall be planted from November 15 thru March 15. Preconstruction Minutes (R-2816) September 4, 2001 Seedlings shall be planted as soon as practical following permanent seeding & mulching. Seedlings shall be planted in a 16 ft. (5 meters) wide swath adjacent to the mowing pattern line. Wetland Reforestation - Wetland reforestation shall be planted in areas designated on the plans and as directed by the Engineer. Seasonal limitations: Seedlings shall be planted from December 1, 2001 through March 15, 2002. At this point, Mr. Vernon called attention to Plant Pest Quarantines. He advised this is a major concern and he furnished a copy of data to the Contractor, Resident Engineer and Division Construction Engineer from the North Carolina Department of Agriculture & Consumer Services relating to PPQ. Mr. Vernon advised the Contractor that he would be on the project at least once a month to check on erosion control measures. He advised that he has worked with the Contractor on numerous projects and there have been no problems. Warren Walker, Roadway Construction Engineer, asked that the Contractor abide by the requirements set forth in the contract relating to Environmental Sensitive Areas. Reforestation and Upland areas are small areas and hand clearing will be required in these two areas. Jerry advised that the permit calls for hand clearing in ESA. Jerry Page also advised that there is no Special Provision or pay item in the contract for hand clearing. William Sawyer advised that he would need to know the exact areas where hand clearing will be required and asked that the Contractor delineate this area.. Mrs. Johnson contacted PD&EA and confirmed that hand clearing would be required in the ESA. ASPHALT PAVEMENTS Quality Management System for Asphalt Pavements (Superpave Version) - Mrs. Johnson called on Andy Pridgen, with our Division QA Lab, to cover this portion of the contract on pages 27-45 and the portion on pages 45-56. Mr. Pridgen advised that these Special Provisions are dated 02/20/01 and the Contractor's Quality Control personnel are familiar with these Special Provisions. Mr. Pridgen advised, should the Contractor have any questions, please contact him. At the bottom of page 46, Mr. Pridgen called attention to the information that is to be included on the Certified Weight Tickets. Asphalt Binder Price Adjustments - The adjusted contract unit price will then be applied to the theoretical quantity of asphalt binder authorized for use in the plant mix placed during the partial payment period involved, including both additional new asphalt binder and salvaged asphalt binder from reclaimed asphalt material. Final Surface Testing Asphalt Pavements - Mr. Pridgen advised the Contractor to adhere to the requirements set forth in the contract. Mr. Pridgen stated that all "B" mixes are on this project. Contractor advised they would be using their Gaston Plant. 4 Preconstruction Minutes (R-2816) September 4, 2001 Contractor advised they would be using nuclear testing on this project. Ms. Oglesby asked everyone to turn to page 1 of the contract and the following was discussed: PROJECT SPECIAL PROVISIONS GENERAL Mrs. Johnson advised, any of the special provisions that are not covered will be as stipulated. Contract Time and Liquidated Damages: Date of Availability - September 5, 2001, except that work in jurisdictional waters and wetlands shall not begin until a meeting between the DOT Regulatory Agencies and the Contractor is held as stipulated in the permits. Mrs. Johnson advised the permits for this project would be covered at the preconstruction conference; therefore, a separate meeting will not have to be held for permits. Contract Completion Date - September 15, 2002. Liquidated Damages - $500.00 per calendar day When observation periods are required by the Special Provisions, they are not a part of the work to be completed by the completion date and/or intermediate contract times stated in the contract. Should an observation period extend beyond the final completion date, the acceptable completion of the observation period shall be a part of the work covered by the Performance and Payment bonds. Intermediate Contract Time Number I and Liquidated Damages - The Contractor shall complete the work required of Phase II, Step 2 thru Step 3 as noted on Sheet TCP-2 and shall place and maintain traffic on same. The date of availability for this intermediate contract time will be the date the Contractor elects to begin work. The completion date for this intermediate contract time will be the date which is five (5) consecutive calendar days after and including the date the Contractor begins the work. Liquidated damages for this intermediate contract time are $500.00 per calendar day. Recruitment of Department Employees - Failure to comply with this Special Provision may be justification for disqualifying the Contractor from further bidding and shall be grounds for termination of this contract. Schedule of Estimated Completion Progress - If the Contractor anticipates accelerating the progress shown, he should submit a request and approval would have to be obtained should he want payment for performing work beyond that progress noted. Minority and Women Business - Mrs. Johnson covered EEO requirements beginning at the bottom of pages 4 thru the top of page 13 of the contract relating to DBE's. It is the policy of the NC Department of Transportation that minority and women businesses shall have the maximum opportunity to participate in the performance of contacts financed by Non-Federal Funds. Retainage & Prompt Payment - Contractor at all levels shall within 7 calendar days of receipt of monies, resulting from work performed on the project or services rendered, pay subcontractors, second tier subcontractors, or material suppliers, as appropriate. Preconstruction Minutes (R-2816) September 4, 2001 This provision for prompt payment shall be incorporated into each subcontract or second tier subcontract issued for work performed on this project or for services provided. If any retainage is held on subcontractors, all retainage shall be released within seven calendar days of release by the Department. Contractor's License Requirements - If the Contractor does not hold the proper license to perform the work stipulated in this Special Provision, he will be required to sublet such work to a properly licensed contractor. Subsurface Information - Subsurface information is available on this project. Recycled Products or Solid Waste Materials - The DOT encourages Contractors to initiate, develop and utilize products or construction methods that incorporate the use of recycled or solid waste products in this project. Should the Contractor come up with a way to utilize recycled products or solid waste materials on the project, he should submit to the Resident Engineer for review and if approved, a supplemental agreement will be executed. Safety Vests - This is a new Special Provision, which requires that all Contractor's personnel, all subcontractors and their personnel, and any material suppliers and their personnel must wear an OSHA approved reflective vest or outer garment at all times while on the project. Mrs. Johnson advised that non-reflective orange shirts are acceptable for all project personnel, except flaggers. Cold Fly Ash in Embankments - Contractor has the option to use coal fly ash in embankments as a substitute for conventional borrow material. Clearing and Grubbing - Clearing and Grubbing shall be by Method lIl. Disposal of Waste and Debris - Provisions include requirement for evaluation for potential wetlands and endangered species at all work sites. Also included are buffer zone requirements. Preparation of Subgrade and Base - On mainline portions and ramps of this project the subgrade and base beneath the pavement structure shall be prepared in accordance with applicable sections of the Standard Specifications except that the Contractor shall use an automatically controlled fine grading machine utilizing string lines, laser controls, or other approved methods to produce final subgrade and base surfaces meeting the lines, grades, and cross sections required by the plans or established by the Engineer. Shoulder and Fill Slope Materials - The Contractor shall construct top 6 inches (150 mm) of shoulder and fill material with soils capable of supporting vegetation. Contractor shall provide soil with P.I. greater than 6 and less that 25 and with a pH ranging from 5.5 to 6.8. All soil is subject to test and rejection by the Engineer. Stones and other foreign material 2 inches (50 mm) or larger in diameter shall be removed from the soil. Material shall be obtained within project limits or an approved borrow source. Mrs. Johnson advised that requirements relating to compensation for shoulder and fill slope material is new and asked if the Contractor had any questions regarding same. There were no questions. Permanent Seeding --The Department desires that permanent seeding and mulching be established on this project as soon as practical after slopes of portions of slopes have been graded. Preconstruction Minutes (R-2816) September 4, 2001 PROJECT SPECIAL PROVISIONS ROADWAY Side Drain Pipe - Contractor shall furnish and install concrete, corrugated steel, or 14DPE smooth lined corrugated plastic side drain pipe of the size called for on the plans and includes placing all pipe, providing all excavation and backfilling. Contractor shall abide by the Special Provisions stated in the contract. Select Granular Material - Type IV has been deleted. The select granular material shall be placed 1 meter above the fabric and/or backfill in water. Fabric for Soil Stabilization - During periods of shipment and storage the cloth shall be wrapped in a heavy duty protective covering to protect the cloth from direct sunlight, etc., and shall not be exposed to temperatures greater than 140 degrees F. After this protective wrapping has been removed, the fabric shall not be left uncovered under any circumstance for longer than 4 days. The Contractor shall furnish Type 1, Type 2 or Type 3 Material Certification; however, the material shall be subject to inspection, test or rejection by the Engineer at any time. Shallow Undercut - Contractor shall perform undercut excavation and place a combination of fabric for soil stabilization and Class IV Subgrade Stabilization at locations directed by the Engineer. Work includes performing undercut excavation, disposing of unsuitable material, furnishing and placing fabric for soil stabilization; and furnishing, placing and compacting Class IV Subgrade Stabilization. Endwalls - The Contractor may use either portland concrete or brick masonry for the endwalls unless otherwise specified on the Drainage Summary Sheet of the plans. If the Contractor wishes to use Pre-Cast sections, he must submit this proposal to the Engineer for approval. Construction Surveying - Mrs. Johnson asked if there were any questions. The Contractor advised they are familiw with these Special Provisions. Work Zone Signs - 3 Lb. Steel U-Channel Post or 4"x4" wood post shall be used for all Work Zone Signs greater than 16 square foot. Detour signing for NC 481 closure will be done by State Forces. Warren Walker asked the Contractor to not uncover work zone signs on existing roads until work was within sight from the road. Response for Erosion Control - It was pointed out that the quantity of responses for erosion control to be paid for will be the actual number of times the erosion control contractor moves onto the project to perform work related to any of the items listed and provided items A thru E apply. PROJECT SPECIAL PROVISIONS SIGNALS AND TRAFFIC MANAGEMENT SYSTEMS The Contractor has furnished the Resident Engineer with required submittals covering equipment required for this work as outlined on pages 113 thru 162 of the contract. INSURANCE CSX Transportation, Inc. - The types insurance required prior to any work being performed on the railroad rights of way. Preconstruction Minutes (R-2816) September 4, 2001 Mrs. Johnson advised she would like to cover the permit section at this time and asked all present to turn to page 167 of the contract. PERMITS Mrs. Johnson advised the US Army Corps of Engineer and DEHNR has issued a permit for this project and the Contractor shall comply with all applicable permit conditions during construction of this project. Agents of the permitting authority will periodically inspect the project for adherence to the permits. Should the Contractor propose to utilize construction methods (such as temporary structures or fill in waters and/or wetlands for haul roads, work platforms, cofferdams, etc.) not specifically identified in the permit (individual, general or nationwide) authorizing the project it shall be the Contractor's responsibility to coordinate with the appropriate permit agency to determine what, if any, additional permit action is required. The Contractor shall also be responsible for initiating the request for the authorization of such construction method by the permitting agency. The request shall be submitted through the Engineer. The Contractor shall not utilize the construction method until it is approved by the permitting agency. The request normally takes approximately 60 days to process; however, no extensions of time or additional compensation will be granted for delays resulting from the Contractor's request for approval of construction methods not specifically identified in the permit. The permit authorized certain footprints within the waters of the US (wetlands, streams, and ponds, etc.) as shown in the plans. The Contractor cannot perform work beyond that footprint without approval from the Corps of Engineers. Any deviation would be in violation of the permits. This includes work in buffers. Work must be completed as shown in plans or a permit modification will be required. Mrs. Johnson advised there are two areas on the project that have wetlands. The permit does not cover waste or borrow within wetlands. Borrow or spoil areas are not authorized in the permit for wetlands or streams. Any borrow or waste site proposed by the Contractor that impacts a wetland would not be approved without a permit modification. Stream crossings are not allowed. All standard procedures will be implemented to avoid or minimize environmental impacts. Temporary haul roads through wetlands are not encouraged. Contractor should keep up with sediment and erosion control day by day. After a storm the Contractor should check all erosion control devices and correct any problems, especially in wetlands. Mrs. Johnson advised the Contractor that he and his personnel should make themselves familiar with the conditions stipulated in the permits including the permit drawings & types of work allowed in the wetlands. Mrs. Johnson advised in the event that fill material washed into the wetlands do not remove materials until the DOT consults with the Corps of Engineers. Mrs. Johnson asked if there were any further questions and/or comments concerning the permits and there were none. 'reconstruction Minutes (R-2816) September 4, 2001 GENERAL Contractor presented his letter naming persons authorized to sign supplemental agreements. There was no further discussion and the conference was adjourned. /t SLplember Zk, 1-00/ DATE APPROVED 09/04/01 ROSE BROTHERS PAVING COMPANY, INC. BY: t k<U-, NAME AND TITLE I Unit. 4e r F kt;'s t_. v4 e Prez ; cf-e :i +- State of North Carolina Department of Environment, Health, and Natural Resources Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27604 James G. Martin, Governor A. Preston Howard, Jr., P.E. William W. Cobey, Jr., Secretary September 28, 1992 Acting Director MEMORANDUM To: Melba McGee?-? Through: John Dorney?\v`? Monica Swihart From: Eric Galamb Subject: Proposed Enfield Connector (NC 481) from NC 481 to SR 1224 Halifax County State Project DOT No. 6.301006, TIP #R-2816 EHNR # 93-0167, DEM WQ # 6841 The Water Quality Section of the Division of Environmental Management requests that the following topics be discussed: A. Please identify the borrow locations. B. The EA/FONSI document does not discuss avoiding or minimizing wetland impacts. Another build alternative should be considered to minimize the wetland impacts. C. Identify the linear feet of stream channelization/relocations. D. Identify the federal manual used for identifying and delineating jurisdictional wetlands. Please be aware that written concurrence of 401 Water Quality Certification may be required for this project for Nationwide Permits 14 and 26. Endorsement of an environmental document by DEM does not preclude the denial of a 401 Water Quality Certification upon application if wetland impacts have not been avoided and minimized to the maximum extent practicable. REGIONAL OFFICES Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem 704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481 919/395-3900 919/896-7007 Pollution Prevention Pays P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 An Equal Opportunity AlCumative Action Employer 6W :' .. ENVIRONME?"nL KKALH-i FOREST RE5nURCE.,-..-' SOIL AND WATE;..' PARKS AND PECREATIONi I::.I`Tv.I.I'', ONi'S,::.i' ; :.;i !..! I;,t..il._IE.i.tx„ I•.,':.'.:.,.;.,,+Al... OFFICE OTHER ? c `` '+ S JCT•S Ms'•,? :Gird.. lJ? 71.. !Fii'•?P71..r i:_.", SIGN-OFF/REGION: :.: ;.. :N-HOUSE REVIEWER/AGENCY: DATE: )S A RESULT OF THIS REVTEW, THE FOLLOWING IS SUBMITTED: NO OBjECTION TO PROjECT AS PROPOSED NO COMMENT INSUFFICIENT INFORMATION CONSISTENCY STATEMENT NEEDED NOT NEEDED r+ AND ATTACH COMMENTS) OTHER (SPECIFY -t I `jxl ENVIRONMENTAL DOCUMENT REQUIRED UNDER THE PROVISIONS OF i'1 EF'' i°1 AND ? l:. I"' {"I RETURN TO I'i,...,...B1°. .,,.:GI::.I::., DIVISION OF PLANNING AND ASSESSMENT Proposed Enfield Connector (NC 481) From NC 481 to SR 1224 (Dennis Street) Halifax County State Project 6.301006 TIP Project R-2816 ADMINISTRATIVE ACTION State Environmental Assessment/Finding of No Significant Impact N. C. Department of Transportation Division of Highways In Compliance with the North Carolina Environmental Policy Act For further information contact: Mr. L. J. Ward, P. E., Manager Planning and Environmental Branch Division of Highways N. C. Department of Transportation P. 0. Box 25201 Raleigh, North Carolina 27611 7 /s 9z ate L. J. Ward, P.E. YO-- Manager of Planning and Environmental Branch, NCDOT Proposed Enfield Connector (NC 481) From NC 481 to SR 1224 (Dennis Street) Halifax County State Project 6.301006 TIP Project R-2816 State Environmental Assessment/Finding of No Significant Impact JULY, 1992 Documentation Prepared in Planning and Environmental Branch By: Ed Lewis Project Planning Engineer A. S. Clin Project P anning En er, Uni He J ? H. Franklin Vick, P. E., Assistant Manager Planning and Environmental Branch .••`' J'A CA/ ?;r•''FESSI " SEA .115 r.??••:; ? n t; .EGA' 01 111111 ??. '88 ? ?s 9L TABLE OF CONTENTS PAGE I. GENERAL DESCRIPTION . . . . . . . . . . . . . . . . . . . 1 II. SUMMARY OF ENVIRONMENTAL COMMITMENTS . . . . . . . . . . 1 III. SUMMARY OF PROPOSED IMPROVEMENTS . . . . . . . . . . . . 1 IV. NEED FOR THE PROPOSED PROJECT . . . . . . . . . . . . . . 2 V. ALTERNATIVES CONSIDERED . . . . . . . . . . . . . . . . . 2 VI. ENVIRONMENTAL CONSIDERATIONS AND THE PROBABLE IMPACT OF THE PROJECT . . . . . . . . . . . . . . . . . 3 A. Natural and Ecological Resources . . . . . . . . . . 3 1. Plant Communities . . . . . . . . . . . . . . 3 2. Plant Communities Impacts . . . . . . . . . . . 4 3. Wildlife . . . . . . . . . . . . . . . . 5 4. Wildlife Impacts . . . . . . . . . . . . . . . 5 5. Soils . . . . . . . . . . . . . . . . . . . . . 5 6. Water Resources . . . . . . . . . . . . . . . 6 7. Water Resource Impacts . . . . . . . . . . . . 7 8. Jurisdictional Wetlands . . . . . . . . . . . . 7 9. Permits . . . . . . . . . . . . . . . . . . . 7 10. Mitigation 8 11. Federally-Protected Species 8 12. State-Protected Species . . . . . . . . . . . . 8 B. Historic and Cultural Resources . . . . . . . . . . 9 1. Archaeological Resources . . . . . . . . . . . 9 2. Architectural Resources . . . . . . . . . . . . 10 C. Land Use . . . . . . . . . . . . . . . . . . . . . . 10 1. Status of Local Planning Activities . . . . . . 10 2. Existing Land Use . . . . . . . . . . . . . . . 10 3. Future Land Use . . . . . . . . . . . . . . . . 10 D. Prime and Important Farmland . . . . . . . . . . . . 11 E. Flood Hazard Evaluation . . . . . . . . . . . . 11 F. Traffic Noise and Air Quality . . . . . . . . . . . 11 G. Contaminated Properties . . . . . . . . . . . . . . 12 H. Social and Economic Concerns . . . . . . . . . . . . 12 VII. BASIS FOR FINDING OF NO SIGNIFICANT IMPACT . . . . . . . 13 STATE ENVIRONMENTAL ASSESSMENT/ FINDING OF NO SIGNIFICANT IMPACT Proposed Enfield Connector (NC 481) From NC 481 to SR 1224 (Dennis Street) Halifax County State Project 6.301006 TIP Project R-2816 I. GENERAL DESCRIPTION The project is included in the 1992-1998 Transportation Improvement Program (TIP). The TIP schedule calls for right-of-way acquisition to begin in FY 92 and construction in FY 93. The project consists of constructing a two-lane, two-way connector on new location west of Enfield from NC 481 to SR 1224 (Dennis Street) (see Figure 1). This project, in conjunction with TIP Project R-2817, will provide motorists an alternative for NC 481 through Enfield. This project is also consistent with the Enfield Thoroughfare Plan adopted by the town in June 1988. Total estimated TIP cost of the project is $500,000, which includes $100,000 for right-of-way and $400,000 for construction. This document assesses the environmental impact of the proposed connector. II. SUMMARY OF ENVIRONMENTAL COMMITMENTS All standard procedures and measures will be implemented to avoid or minimize environmental impacts. No special or unique environmental commitments are necessary. The proposed project will impact approximately 0.8 acres of wetlands. If individuals from any state protected plant species are found, the appropriate state agencies will be notified. III. SUMMARY OF PROPOSED IMPROVEMENTS The proposed project will be constructed on new location west of Enfield from NC 481 to Dennis Street (SR 1224). The proposed project is approximately 1.07 miles long. The proposed project will commence at NC 481 approximately 3 miles east of Interstate 95. Existing NC 481 from Enfield will be realigned to tie into the proposed connector by way of an at-grade, Y-type intersection. The proposed connector will continue eastward toward SR 1220 (Daniel Bridge Road). SR 1220 will be extended to tie into the proposed connector by way of an at-grade, T-type intersection. The proposed connector will continue eastward to its eastern terminal with SR 1224 (Dennis Street). Left turn lanes will be provided for vehicles exiting the proposed connector at the existing NC 481 intersection and the SR 1220 intersection (See Figure 2). 2 The estimated 1992 Average Daily Traffic (ADT) is 1300 vehicles per day (vpd). In 2012 the ADT is expected to increase to 3400 vpd (see Figure 4). Design calls for a two lane, 28-foot paved roadway for the proposed connector. This cross section will provide two 12-foot travel lanes with 8-foot shoulders ( 2 feet paved and 6 feet grassed). The design speed is 60 miles per hour. An 80-foot right-of-way width is recommended for the proposed improvement. This is to be symmetrical about the centerline of the proposed alignment. Some of the right-of-way will be donated and some will be purchased. Temporary easements may be required to contain construction at various locations along the project. No control of access is recommended for the proposed project. The Department of the Army Corps of Engineers was contacted concerning the proposed project. Implementation of the proposed project will impact approximately 0.8 acres of wetlands. Construction will be permitted under nationwide permits. The total estimated cost for the project is $1,333,000 which includes $1,250,000 for construction and $83,000 for right-of-way acquisition. IV. NEED FOR THE PROPOSED PROJECT The proposed NC 481 connector thoroughfare on the mutually adopted two-lane cross section proposed for this plan. The construction of this is listed as a proposed major 1988 Enfield Thoroughfare Plan. The this project is in conformance with facility will be a step toward the implementation of this thoroughfare plan. The proposed NC 481 connector will serve as a vital link in the transportation network for the Town of Enfield. A planned scrap metal recycling center to be built on SR 1220 will have direct access to NC 481 and also to US 301 when TIP Project R-2817 is constructed. Under TIP Project R-2817, NC 481 will be extended from Dennis Street to US 301 with an at-grade crossing for the CSX Railroad (see Figure 2). Upon completion of TIP Projects R-2816 and R-2817, NC 481 will bypass downtown Enfield. Currently, tractor trailer trucks have to travel through two closely connected 90 degree turns and the elevated, at-grade crossing of the dual tracks of the CSX Railroad located in downtown Enfield (see Figure 3-B). V. ALTERNATIVES CONSIDERED The recommended alternative is constructing a two-lane, two-way facility with 12-foot travel lanes and 8-foot unpaved shoulders. This alternative would help move traffic across town and provide improved access to NC 481 and US 301 for the planned metal recycling center. 3 Turning lanes would be provided at all intersections. The estimated cost of this alternative is $1,333,000 which includes $83,000 for right-of-way and $1,250,000 for construction. The "no-build" alternative would avoid the impacts arising from the project. However, it would have a definite negative impact on the benefits of transportation in the proposed corridor. Along with the construction of TIP project R-2817, the connector would eliminate the need for large trucks to negotiate the turns and railroad tracks in town. Since the advantages of building the proposed connector outweigh the disadvantages of not constructing it, the "no-build" alternative was therefore rejected. VI. ENVIRONMENTAL CONSIDERATIONS AND THE PROBABLE IMPACT OF THE Ppn.1FCT The study area may be characterized as rural and falls within the middle Coastal Plain in Halifax County. Most of the project area is agricultural, and the terrain is nearly level. A. Natural and Ecological Resources 1. Plant Communities Five plant communities were identified in the project area: Man-Dominated, Timbered Land, Mixed Pine/Hardwood Forest and Nonriverine Hardwood Forest. Man-Dominated Agricultural land forms the largest aerial extent of man- dominated land in the project area. This community contains only those lands currently managed for agriculture, including fields under cultivation and fields temporarily fallow. Some fields are currently planted with a cover crop of winter rye. Cotton is prevalent in the project area as evidenced by remaining stubble. Because of routine management practices associated with farming, this community is considered to retain only isolated remnants of its native character, providing little of its initial value as wildlife w habitat. Remnants of native vegetation and various invading weedy species occur within the agricultural fields and along field edges. Common plants include tall golden-rod (Solidago canadenensis var. scabra dog-fennel (Eupatorium capillifolium), cranesbill (Geranium carolinianum), black nightshade (Solanum americanum) and foxtail grass (Setaria sp.) Timbered Land Timbered sites have been allowed to revegetate naturally and consist primarily of herbs, with a few scattered trees and shrubs. Prevalent plant species occurring in this disturbed community include 4 broom sedge (Andropogon virginicus), giant cane (Arundinaria gigantea), Japanese honeysuckle (Lonicera japonica), trumpet vine (Cam psis radicans), Mexican tea (Chenopodium ambrosioides), dog-fennel, golden-rods, and poison ivy (Toxicodendron radicans). Sweet-gum (Liquidambar styraciflua), red maple (Acer rubrum), loblolly pine (Pinus taeda) and fetterbush (Leucothoe axillaris) are scattered throughout. Mixed Pine/Hardwood Forest Small remnants of Mixed Pine/Hardwood Forests occur in the project area. Immature loblolly pines typically dominate the canopy. Subcanopy and shrub species are sweet-gum, red maple, blueberries (Vaccinium sp.) and various oaks, notably southern red oak ( uercus falcata). Blackberry (Rubus sp.) forms thickets along the edges of this community. Common vines are muscadine (Vitis rotundifolia) and green-brier (Smilax sp.) Nonriverene Wet Hardwood Forest Nonriverine Wet Hardwood Forests occur on interstream flats and are not associated with waterbodies. This palustrine system is seasonally saturated or flooded by high water table and poor drainage. Hydrology has been severely altered in portions of these forests due to clearing and drainage of adjacent lands to create agricultural fields. Some of the more mature forests support an open canopy of large willow oaks ( uercus hellos), American elm (Ulmus americana) and scattered loblolly pines. White oak ( uercus alba) forms a very minor component. Highbush blueberry (Vaccinium corymbosum), fetterbush, sweetbay (Magnolia virginiana) and American holly (Ilex o aca) are common understory components. Many wet hardwood forests are in a young successional stage and contain red maple, sweetbay, loblolly pine, Virginia willow (Itea virginica) and fetterbush. Some of these sites support extensive understories of giant cane. Greenbrier (Smilax laurifolia) is the most common vine in this community along with muscadine. 2. Plant Community Impacts Construction on new location will eliminate mostly agricultural land. From an ecological standpoint, this will produce minimal impacts. Wooded areas will be eliminated from construction on new location. This will result in direct loss of plant species from grubbing operations, soil compaction, and soil erosion. Anticipated impacts to each community are summarized in Table I below. Calculations are based on a right-of way width of 80 feet. Values reported are in acres. 5 Table 1 ANTICIPATED PLANT COMMUNITY IMPACTS PLANT COMMUNITY ESTIMATED IMPACTS Man-dominated 5.2 Timbered Land 1.5 Mixed Pine/Hardwood Forest 3.1 NonRiverine Wet Hardwood Forest 0.8 Total 10.5 3. Wildlife Agricultural areas and adjacent forested areas provide shelter for opportunistic animal species, such as the Norway rat (Rattus norvegicus), white-footed mouse (Peromyscus leucopus leucopus), and house mouse (Mus musculus). These rodents are common prey for red-tail hawks (Buteo jamaicensis). Other bird species and openland wildlife (fallow agricultural land) are the American robin (Turdus migratorius), cardinal (Cardinal cardinalis), blue jay (Cyanocitta cristata), mourning dove (Zenaida macroura), quail (Colinus virginianus), red fox (Vulpes fulva) and eastern cottontail (Sylvilagus floridanus mallurus). Reptiles and amphibians likely to be found in the project area include the southern toad (Bufo terrestris), eastern box turtle (Terrapene carolina), eastern fence lizard (Sceloporus undultus), ground skink (Scincella lateralis), six-lined racerunner (Cnemidophorus sexlineatus), southern hognose snake (Heterodon simus) and copperhead (Agkistrodon contortrix). 4. Wildlife Impacts Loss of wildlife habitat and the fragmentation of existing habitat are serious impacts that will occur from the construction of this new alignment. Creation of a "highway barrier" can affect both short term migrations (diurnal, nocturnal, and diel) and long term migrations (seasonal) of animal populations, depending on individual requirements for food, water and cover. Also, animal migration may be interrupted due to vehicular noise and road-kills will decrease numbers of species. 5. Soils The study area falls within the Middle Coastal Plain soil system and is underlain by fluvial and marine sediments up to 30 m thick. Soils with fine-loamy subsoils (18 to 35 percent clay and 15 percent or more fine or coarser sand) occupy the largest areas in the Middle Coastal Plain region. Soil mapping units found in the project area are summarized in Table 2. Table 2 SUMMARY OF HYDRIC AND NONHYDRIC MAPPING UNITS SOIL MAPPPING UNIT CLASSIFICATION HYDRIC INCLUSION Emporea loamy fine sand 0-2 percent slopes Goldsboro fine sandy loam 0-2 percent slopes Lynchburg fine sandy loam 0-2 percent slopes Rains fine sandy loam 0-1 percent slopes Non-hydric Non-hydric Non-hydric Hydric Rains Rains fine sandy loam forms irregularly shaped depressions in the interstream area. The zone of free water is closer to the surface and the subsoils and surface horizons are saturated for longer periods. Open ditch drainages in these areas help to lower the water table, plus drain surface water more rapidly making them suitable for agriculture. 6. Water Resources Subject project crosses the headwaters of an intermittent drainage that eventually flows into Fishing Creek, located within the Tar-Pamlico River Basin. This drainage is located near the east end of the study area. No standing water was present the day of the site investigation, though a channel is evident. "Best usage" classifications are assigned to the waters of North Carolina by the Division of Environmental Management (DEM). Fishing Creek from Enfield Raw Water Supply Intake to the Tar River has an existing classification C NSW. Class C designates waters suitable for secondary recreation, aquatic life propagation and survival, fishing, wildlife and agriculture. The supplemental classification "NSW" indicates waters needing additional nutrient management. The Benthic Macroinvertebrate Ambient Network (BMAN) addresses long term trends in water quality at fixed monitoring sites by the sampling for selected benthic macroinvertebrates. These organisms are sensitive to very subtle changes in water quality. Good water quality is associated with both high taxa richness values (the number of different types of organisms) and the presence of many intolerant forms. Water quality degradation gradually eliminates the more sensitive species and leads to a community structure quite different from that in an unstressed stream. A biological sampling site on Fishing Creek near Enfield at US 301 received a bioclassification of Good-Fair in July, 1988. 7. Water Resource Impacts Impacts to water resources can have far-reaching effects, both spatially (distance from the initial disturbance) and temporally (up the food chain). Impacts to water resources include the following: - Increased sedimentation from construction and/or erosion. - Increased concentration of toxic compounds from highway runoff and/or toxic spill. - Alterations of water level due to interruptions or additions to surficial and/or groundwater flow. No waters classified as Public Quality Waters, Outstanding Resource WS-1 or WS-11 will be impacted by the Pollutant Discharge Eliminator System for the immediate project area. Mountain Trout Waters, High Waters or waters designated as proposed project. The National does not list any dischargers 8. Jurisdictional Wetlands Wetlands fall under the broad category of "Waters of the United States" as defined in 33 CFR 328.3. The US Army Corps of Engineers (COE) has jurisdiction over the discharge of dredged or fill material into these wetlands as authorized by Section 404 of the Clean Water Act. Approximately 0.8 acres of jurisdictional wetlands occur in the study area and are categorized as palustrine forested, broad-leaved deciduous (PF01) as defined by Cowardin et al. (1979). Three nonriverine wet hardwood sites were identified in the project corridor on the basis of low soil chroma values, hydrophytic vegetation and the presence of hydrology or hydrological indicators, such as high water marks on trees, buttressed tree bases and surface roots. 9. Permits Summarized below are permits likely to be required for subject project, although final discretionary authority rests with the Army Corps of Engineers. q I/w L&)L Nationwide permit 33 CFR 330.5 (a)(14) will likely be applicable at sites 2 and 3 (stations 52+00-52+28 and 56+00- 56+70). This permit is authorized if the width of the fill is limited to the minimum necessary for the actual crossing; the fill placed in waters of the US is limited to a filled area of no more than one third acre; and no more than a total of 200 linear feet of the f i l l for the roadway can occur in special aquatic sites, including wetlands. 33 CFR 330.5 (a)(26) will likely be applicable at site 1 (stations 19+00-22+00). This permit authorizes the discharge of dredged or filled material into headwaters and isolated waters provided that the discharge does not cause the loss of more than 10 8 acres of waters of the US; the permittee notifies the district engineer if the discharge would cause a loss of waters of the US greater than one acre in accordance with the "Notification general condition; and the discharge, including all attendant features, both temporary and permanent, is part of a single and complete project. A 401 Water Quality Certification administered through the Department of Environment, Health and Natural Resources (DEHNR) is likely to be required for any activity which may result in a discharge for which a federal permit is required. 10. Mitigation Compulsory mitigation is not required where Nationwide permits are authorized, according to the Memorandum of Agreement (MOA) between the Environmental Protection Agency (EPA) and the COE (1989). However, final discretionary authority in these matters rests with the COE. 11. Federally-Protected Species Plants and animals with federal classifications of Endangered (E), Threatened (T), Proposed Endangered (PE) and Proposed Threatened (PT) are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. Information provided by the USFWS dated March 16, 1992, lists the federally Endangered red-cockaded woodpecker (Picoides borealis) as the only protected species for Halifax County. Habitat requirements for this species is summarized below. Red-cockaded Woodpecker (Picoides borealis) (E) The red-cockaded woodpecker (RCW) has specific nesting and foraging habitat requirements. Nesting habitat consists of pine or pine-hardwood stands (50 percent or more pine) over 60 years of age. Available foraging habitat is defined as pine and pine-hardwood stands (50 percent or more pine) over 30 years of age, contiguous to and within 0.5 mile of the colony centroid. The 0.5 mile radius from the colony centroid represents the foraging range of clans and may encompass areas outside of the project area. The study area has no communities that are 50% or more pine, thus not providing suitable habitat for the RCW. Subject project will not impact the species. 12. State-Protected Species Plants or animals with state designations of Endangered (E), Threatened (T) or Special Concern (SC) are granted protection by the State Endangered Species Act and the NC Plant Protection and Conservation Act of 1979, administered and enforced by the North Carolina Wildlife Resources Commission and the NC Department of Agriculture. 9 The North Carolina Natural Heritage Program files were consulted to determine if any protected flora or fauna exists in the project area. No records of state protected species occur in the project area. The USFWS provided information on several Candidate (C) species that occur in Halifax County that may occur in the project corridor. Those species that are afforded state protection are listed below, as is their state designation and rank. No surveys were conducted for species or suitable habitat. Table 3 STATE PROTECTED SPECIES HALIFAX COUNTY Bachman's sparrow Aimophila aestivalis SC S3B,S2N Atlantic pigtoe Fusconaia masoni T S1 Carolina trillium Trillium pusillum E S1 var. pusillum * NC Rank Designations: S1 = Critically imperiled in NC because of extreme rarity (5 or fewer occurrences), or because of some factor making it especially vulnerable to extirpation from NC; S2= Imperiled in NC because of rarity (6 to 20 occurrences or few remaining individuals; The supplemental designations B and N, denote rank of breeding and non-breeding populations respectively. Bachman's sparrow Habitat: open longleaf pine forests, old fields Atlantic pigtoe Habitat: most Atlantic drainages, in lower Piedmont and upper Coastal Plain (near fall line) Carolina trillium Habitat: ecotones between savannas and nonriverine wet hardwood forests, over marl B. Historic and Cultural Resources 1. Archaeological Resources An archaeological survey of the project area was conducted on March 6 and 9, 1992 by NCDOT staff archaeologists Kenneth Robinson and Deborah Joy. Eight archaeological sites were identified within or near the proposed project area. Five of the sites, 31HX160, 162, 163, 164, and 167, will be completely or partially disturbed by the proposed roadway construction. However, four of the five sites are not significant archaeological resources and will require no 10 additional investigation. Only the edge of the fifth site (31HX163) will be disturbed, a part of the site that contains no significant archaeological remains, and no additional investigation is recommended for this site. The proposed construction will not disturb potentially significant resources. No sites presently listed on the National Register of Historic Places will be disturbed by the proposed project. The State Historic Preservation Office (SHPO) was given the opportunity to review the project and the findings of the archaeological survey. Their comments are made in accordance with G.S. 121-12(a) and Executive Order XVI (see Appendix, A-1). 2. Architectural Resources The SHPO has reviewed the project for structures of historical and architectural importance located within the project area. No structures within the area of potential effect are listed on or are eligible for listing on the National Register of Historic Places. Their comments are made in accord with G.S. 121-12(a) and Executive Order XVI (see Appendix, A-2). C. Land Use 1. Status of Local Planninq Activities The proposed connector is located within the Town of Enfield corporate limits and its extraterritorial jurisdiction (ETJ). Land within the corporate limits is subject to a zoning ordinance, although the land within the ETJ is not. A draft zoning ordinance addressing the ETJ was developed, but has not been adopted by the Town as of April 29, 1992. The Town's most recent land use plan was adopted in 1978, and has not been updated since that time. No plans have been made to prepare a new plan. The 1978 plan includes a thoroughfare planning element. The proposed connector is a segment of a proposed outer loop that encircles the town. 2. Existing Land Use The project area is located west of the residential and commercial center of the Town of Enfield. The project site is generally undeveloped, crossing agricultural fields and land that has recently been logged. A small mobile home community is located near the project, accessed from NC 481. A low income community is located near the project's terminus at SR 1224. Several small farms are located near the project site. 3. Future Land Use The portion of the project which occurs within the Town's corporate limits has been zoned for Industrial development. This includes the section of the project from Daniel Bridge Road extension east to SR 1224. 11 According to the 1978 plan, the area of the proposed connector is identified as an agricultural / low-density residential area. However, land immediately east of the project is being developed with industrial uses. Two industries; Action Sports (a textile plant) and Shamrock Printing are located on SR 1220. Additionally, a metal recycling plant is proposed to be located on SR 1220, just east of the proposed connector. If constructed, the Recontek plant will ultimately employ approximately 180 people. The proposed connector will provide a bypass route around the Enfield central business district, which developed around the railroad. The railroad tracks are well above the grade of the intersecting streets, creating a difficult and occasionally dangerous crossing for trucks, particularly those enroute to a Georgia-Pacific Company sawmill located on SR 1224 west of the project area. The connector will permit the truck traffic to travel from NC 481 to the sawmill, and points beyond, without going through the downtown area. D. Prime and Important Farmland The North Carolina Executive Order Number 96 requires all state agencies attempt to minimize the potential impact of construction projects on Prime, Unique, and Important farmland, as defined by the U. S. Soil Conservation Service (SCS). If soils occur within a project area which meet the criteria for Prime, Unique, or Important farmland soils, then consideration must be given to alternatives which may lessen the project's impact on that farmland. The SCS was asked to determine whether the proposed roadway will impact prime farmland. Their response indicates that approximately 10.4 acres of prime farmland soils will be converted to non-agricultural use by the proposed roadway. However, nearly half of the prime farmland soils can be considered to have already been converted to non-agricultural uses due to the Industrial zoning classification. The project will not have a significant impact on the farming industry in Halifax County, and it will in fact be beneficial to the timber industry by providing a more direct route to a sawmill. Therefore, no mitigation of impacts to prime farmland soils will be considered. E. Flood Hazard Evaluation Halifax County is a participant in the National Flood Insurance Regular Program. The approximate 100-year floodplain in the project area is shown in Figure 5. The amount of floodplain area to be effected is not considered to be significant. F. Traffic Noise and Air Quality The project is located within the Eastern Piedmont Air Quality Control Region. The ambient air quality for Halifax County has been determined to be in compliance with the National Ambient Air Quality 12 Standards. Since this project is located in an area where the State Implementation Plan (SIP) does not contain any transportation control measures, the conformity procedures of Title 23, Code of Federal Regulations (CFR), Part 770 do not apply to this project. The project will not substantially increase traffic volumes. Therefore, its impact on noise levels and air quality will be insignificant. Noise levels could increase during construction but will be temporary. If vegetation is disposed of by burning, all burning shall be done in accordance with applicable local laws and regulations of the North Carolina SIP for air quality in compliance with 15 NCAC 2D.0520. This evaluation completes the assessment requirements of Title 23, Code of Federal Regulations (CFR), Part 770 and 772 and no additional reports are required. G. Contaminated Properties An investigation of the potential for occurrences of contaminated properties along the project corridor was performed in April, 1992. A records search of the files of the Divisions of Environmental Management and Solid Waste Management, N. C. Department of Environment, Health, and Natural Resources revealed no known hazardous waste sites identified within the project corridor. No underground storage tanks, closed dump sites, current permitted dump sites or open dump sites were identified along the project corridor. Although not within the proposed project corridor, the Helena Chemical Company Superfund site (EPA ID Number NCD980483275) is located on Dennis Street between the south city limits of Enfield and the proposed intersection with NC 481 (see Figure 2). The recommended alignment does not affect this hazardous waste site (see Appendix, A-3). H. Social and Economic Concerns Halifax County is in the northeastern section of the state and is bounded by Bertie, Martin, Edgecombe, Nash, Warren, and Northampton counties. According to the 1990 Census Data, Halifax County had a population of 55,516. The neighborhood along the proposed project is characterized by open fields and farmland. There is a proposed recycling plant to be constructed adjacent to SR 1222 out of the path of the proposed facility. A few farm houses are off of the proposed facility on SR 1220. The proposed action will not relocate any families, individuals and businesses. The proposed project will not disrupt social cohesion, split neighborhoods, and interfere with facilities and services. Studies have proven that new highway facilities often times increase potentials for economic growth in the immediate area. It is safe to predict with the construction of the proposed facility the Building and Construction Trade will get a boost. It can also be projected the Retail and Housing Trade will be enhanced by this new facility. 13 VII. BASIS FOR FINDING OF NO SIGNIFICANT IMPACT Based upon environmental studies and comments received from federal, state and local agencies, it has been concluded that the proposed action will have no significant adverse affect upon the quality of the human environment. The following are the bases for this conclusion: a) The project is not controversial on environmental grounds b) No significant adverse impacts on natural, ecological, cultural • or scenic resources of national, state or local significance are expected. c) The project will not require the relocation of any families or businesses. It will have no adverse effect on religious, educational or medical facilities. The project should have no adverse effects on the economy of the area. d) No significant detrimental impact on air or water quality or ambient noise levels for adjoining areas is expected. e) The project is consistent with local plans and will not divide or disrupt a community. EFL/plr FIGURES ?Kani ?. 1: k r' ' i1 Uttle;joanoke Rapld t 3 g htasnll 1] i 5'r eiu• 1t 3 c 3 125 ',/7 / , 1 Sf .1-? B / Aube 48 Hahlaa, Brinkle YYJIe 56l BrYaO HALIFAX COUNTY 1 x!01 ?' Heatlsvdle L_ 1 Tillery / HOwst?r s H ?._to s ,a, X I s / RinQw ?o • • r Glenview 4 •. • Scotland Neck ? Lr • • ` Y1a .. . • • .. • . .. . . • • • ...• _ 6 ;?neatA ?15 f',alm Yra • 5 6 HoD 91 ? 1206V- 1 002 A 1% S BEGIN PROJECT 3.2 FAS I>a s [12 J - 1 3 . 4 D 301 A S H " OUNTY = it T EDGECOMBE COUNTY a : : : : : : : : e NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGMVAYS e PLANNING AND ENVIRONMENTAL, v°c BR kiNCH PROPOSED ENFIELD BYPASS FROM NC 481 TO SR 1224 HALIFAX COUNTY T. 1. P. PROJECT R-2816 FIG. 1 i ' I I ? \ -IT I ?d \ y 0 11 0 I U w W O. o = °Z ry 0::) a N Z = 4. - ww ._I a w' - _U H =0 ?- V \ \ 1 1 bZZI LIS) 133S1S SINN3a \ ?Nd p IoZZ Los sn Cl. (\1 .4 i U_ LL W to cn O Z - a O?N -?zxW •Jzcc -j 0 LLJ L) W Coo U O Z U uoO z?x w.a J =?U) ZFaa.? a 1- oc a Xso Y r r r r r r r U V r W 1 r O r ryr cc r a r Z r W r i r r r i r r r r r Q ? Q r r 0 a 0 • r r U ? Q ? H r ,J r O r r i r ? 10 r r r r r .r. r r r r r r r r r r r i r r r r r ?. r r r O r U r r V r W ?W r r Z O r r °C o . ?r Z c w in r 0 ?w • r r ?o = o a a. J 18PO N ? r I , ENFIELD CONNECTOR R-2816 BEGIN PROJECT NC 481 LOOKING WEST III I { ti_'.. FROM DENNIS STREET LOOKING WEST AT PROJECT CORRIDOR i , T ? - 0 1 { i I t _. _- ENFIELD CONNECTOR R-2816 LOOKING NORTH ON NC 481 AT FIRST.900 TURN L LOOKING EAST ON NC 481 AT FIRST.900 TURN 7 LOOKING NORTH ON NC 481 OVER DUAL RR TRACKS FROM SECOND .900 TURN FI UR - T ?r Z Cf) a l ? J M z w U ? w z z U LL Q F- ? w 0 w N T 0 N N G) 0) T ? w a w O U w z O U 0 M F- O 2 F- H Z Q ?U N J, F? rte-, W 18 6 r-- I `n N It T roe-sn O VO X171 VEI xs O LU C? NI CD r4tt cli l? ?? _ - I \ 100 YEAR /00 FLOOD LIMITS ?c 'r/\ ?I; \, ; o,- ?\ i ? r/-?, ?.4 x79 ' j ? ,? ? i ?, .. - ?;;t 1 ' ? _ ?S' 1 , QO mot-,.' •a'? ?? ? _ -' -? ?- - r 04 i ° ul f1 V • ,.,rte /?-_ 1\ \ Cc- ?y -?J /??6,% ?•.Jl. F'r -????: O \I L ?? , ? ? / ? /? ? ! ? ?' / ?.' :mow ? ?,,_,??:? ?' ? ? j % R ?? f ? /Ej'?`\ ? ? \ ? ???\•\\ / ?- / 00 M? /00 113' i? m -_`-/ •-?/ I . \\ 6 \+,f.?•?\ ?J?'1 n - 1 Ch-r/?? " a/ •? 09 fl 09 09 ?' :?\ Iht?rden Sch j ^ PROJECT ~ ?' \\?_? I t ? / ? b\\ ? \\ ? w e =_- nv3 ."-\/09 tea.== qr ? ' ??-.? f--?IS,^ i.^ - ?\ •. i ?• a' Cern" l>• ?J •i V'im` ?. ? x J / \ tl C 1 yUy '^' loo r ' -_- it, Via. / ? `??f? _.. ..(IF !11 `j `I ^;; '.? _ _ ._ ? .l / 1•/// 0 11 6a?ing. ? -? Station 100 YEAR / FLOOD LIMITS N\ --/ Bricks ksI - -J 95 '?I \ _\ iJ• \ ?f '? 3rick: 99i I \J I? / j -s ??1_ -jam I q Q E O APPENDIX PaLS i - North Carolina Department of Cultural Resources James G. ,\,1arrin, Governor Patric Dorsey, Secretary May 6, 1992 MEMORANDUM Division of archives and History William S. Price, Jr., Director TO: V. Charles Bruton Environmental Unit Head Planning and Environmental Branch Division of Highw?ayys Department of Tran ortation FROM: David Brook Deputy State stork Preservation Officer SUBJECT: Archaeological survey report for connector road between NC 481 and SR 1224, west of Enfield, Halifax County, State Project No. 6.301006, TIP R-2816, GS 92-0098 Thank you for your letter of April 6, 1992, concerning the above project. We have reviewed the archaeological survey report by Kenneth W. Robinson of your staff and offer our comments. During the course of the survey five archaeological sites were located within the project area. Three additional sites were located near the project corridor. Due to the disturbed nature of the five sites to be affected, Mr. Robinson has recommended that no further archaeological investigation be conducted in connection with this project. We concur with this recommendation since this project will not involve significant archaeological resources. If project plans change, some or all of the three sites located near the proposed corridor may need additional investigation if they will be affected. Please consult with us if alterations are made in the project location as soon as possible. These comments are made in accord with G.S. 121-12(a) and Executive Order XVI. If you have any questions regarding them, please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. DB:slw cc K. Robinson A-1 109 EastJones Street • Raleigh, North Carolina 27601-2807 A ?a STATF o •? vuw'.Nr+• North Carolina Department of Cultural Resources James G. Martin, Governor Patric Dorsey, Secretary March 24, 1992 MEMORANDUM TO: L. J. Ward, P.E., Manager Planning and Environmental Branch Division of Highways tation Department of TrDpr FROM: David Brook Deputy State Histrese rvation Division of Archives and History William S. Price, Jr., Director ( 4'.t ? `. 4r MAR 2g 1992 T r? ``?' R/?ccF P ffi6er SUBJECT: Enfield Bypass, from NC 481 to SR 1224, Halifax County, R-2816, 6.301006, GS 92-0083 We have received the memorandum dated March 4, 1992, from Ed Lewis concerning this project. As your staff archaeologist has already conducted an archaeological survey of the proposed project, we will await receipt of the survey report before completing our review and offering comments on effects. We have conducted a search of our files and are aware of no structures of historical or architectural importance located within the planning area. In addition, we have reviewed the photographs submitted of structures over fifty years of age located within the area of potential effect. We feel that none of these structures ("A," "B," "C," "D," or "E") are eligible for listing in the National Register of Historic Places. These comments are made in accord with G.S. 121-12(a) and Executive Order XVI. If you have any questions regarding them, please contact Renee Gledhill- Earley, environmental review coordinator, at 919/733-4763. DB:slw cc: Ed Lewis B. Church T. Padgett A-2 109 EastJones Street 0 Raleigh, North Carolina 27601-2807 SLVZ° •? 0.w. „dam'' JAMES G. MARTIN GOVERNOR THOMAS J. HARRELSON SECRETARY STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION P.O. BOX 25201 RALEIGH 27611-5201 May 6, 1992 DIVISION OF HIGHWAYS WILLIAM G. MARLEY, JR., P.E. STATE HIGHWAY ADMINISTRATOR Memorandum To: Ed Lewis, Project Planning Engineer YXOyA' ing a%n??jd???Xigway Environmental Branch From: Geologist I Geotechnical Unit Subject: Evaluation for Hazardous Materials at the Helena Chemical Corporation Site, Enfield Bypass, From NC 481 to SR 1224 (Dennis Street), Halifax County, State Project: 6.301006 (R-2816) In reference to your request for Geo-Environmental Section input concerning the above referenced site, I have investigated for the potential occurrence of hazardous materials within the proposed project corridor. Based on the site screening inspection report that you provided t.0 me, it appears that the contamination at the Helena Chemical site is most likely the result of spillage that has occurred on the premises. Although high concentrations of pesticides and metals were found in surface soils at the site, it is unlikely that these substances have infiltrated into the local ground water regime due to their relatively low solubility in water. Also, the proximity of the site to the proposed alignment limits the potential environmental risk. Therefore, as a result of my investigation, I conclude that hazardous materials will not be involved in the construction of tbi pr.:-ject. PSB A-3 An Fnual Onnortunity/Affirmative Action Emolover i r / o= o ?= m? v r r r r r r J ? n o s Z i Z i mr n' ? r r r ' r r r i r r r r r r r r m z O m 0 1 r r r • r A%V Nc 48, SO •= r ? r • r •- r r i r r 0 r .? r D ? G) r rn . ? r r O D 2 O D z v -o 0 C- m n csx 0 -+ o wbdz 0 :Dnm ro "U m -0 0Xz210 z xa 0 0y 4 Y O 0Co? mzo xze co?z ov, M m y t7l -n M ? Y r o N "I r r .r+ r r r r r r r r c r r r r r r r r r r r r r c r o ?5R ,2201 r, L BR?OG? ? l ? 6D Y. ,l \ DENNIS STREET (SR 1224) I I ! i.lu ! I i 1 I I NFIELD CONNECTOR R-2816 i ,I BEGIN PROJECT NC 481 LOOKING WEST i FROM DENNIS STREET LOOKING WEST AT PROJECT CORRIDOR 3 i ? ENFIELD CONNECTOR R-2816 END PROJECT DENNIS STREET NORTH ire END PROJECT DENNIS STREET SOUTH R ? i ¦ MR RRIS OR DRUG f RI? ENFIELD CONNECTOR R-2816 LOOKING NORTH ON NC 481 AT FIRST.900 TURN I - Y LOOKING EAST ON NC 481 AT FIRST.900 TURN LOOKING NORTH ON NC 481 OVER DUAL RR TRACKS FROM SECOND.900 TURN FIGURE. 3-C T E z Cf) U) 0 J M z w U 0 LL! cc 0 z z U LL Q cc I- J a W a w Q N T 0 N N 0) 0) T !1J Q Cf) w O U W z O U 0 M O 2 H F?- Qw z too co U N . x Q I8/ 6 ?I LO N T Los-sn GVOa'71da xsO I;e w NIA TIC /00 100 YEAR _ FLOOD LIMITS = X79 - (1 a /?.. ? // :..„ i.• t " w ? .?? < j „ /oo ??111 \\ ( / i I ( ?It ?_ /S? ?? \ 1 / l I 1(11 v V% -14 14 a ? ? field' o '1 'j /•I /l / ,?•,. •,? ? ? 113/ ^??' - y) 1/ ???. 1???//.=? l / 'AZ Tank ^ ry :,•? ??,?,•? ? ? •? / ?? ? 301 .. ???? \. 1 ,% /r J, ,! /i I Ch 09 a I //Y ;`i V O % •U ?L? '°I?lil 'i??? 11 - - - - - - - - - - - - PROJECT rden Sch 707 / l ?i ?`? / , r !'i? •? I O '?? n dL---==nvasno~\• s?vnn q, ??'? \ fff /02 /oo -? /.? (11 / u?\ Pope,cem l•. 1 •i \ y '` "?1' A / 1 ? -J ?/ tl ??\?I I ? •b I o Si \ v \ Gaging. f\\ Station 100 YEAR I\ FLOOD LIMITS -:- Bricks ?' dal 1 95 ` ?A I I fs? j t _ 8/ prick= APPENDIX North Carolina Department of Cultural Resources James G.1Nlartin, Governor Patric Dorsey, Secretary May 6, 1992 MEMORANDUM Division or archives and History William S. Price, Jr., Director TO: V. Charles Bruton Environmental Unit Head Planning and Environmental Branch Division of Highw?ayys Department of Tr-a ortation FROM: David Brook Deputy State stork Preservation Officer SUBJECT: Archaeological survey report for connector road between NC 481 and SR 1224, west of Enfield, Halifax County, State Project No. 6.301006, TIP R-2816, GS 92-0098 Thank you for your letter of April 6, 1992, concerning the above project. We have reviewed the archaeological survey report by Kenneth W. Robinson of your staff and offer our comments. During the course of the survey five archaeological sites were located within the project area. Three additional sites were located near the project corridor. Due to the disturbed nature of the five sites to be affected, Mr. Robinson has recommended that no further archaeological investigation be conducted in connection with this project. We concur with this recommendation since this project will not involve significant archaeological resources. If project plans change, some or all of the three sites located near the proposed corridor may need additional investigation if they will be affected. Please consult with us if alterations are made in the project location as soon as possible. These comments are made in accord with G.S. 121-12(a) and Executive Order XVI. If you have any questions regarding them, please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. DB:slw cc) K. Robinson A-1 109 EastJones Street 0 Raleigh, North Carolina 27601-2807 STA7Z •({? R.w vOV North Carolina Department of Cultural Resources James G. Martin, Governor Patric Dorsey, Secretary March 24, 1992 MEMORANDUM TO: L. J. Ward, P.E., Manager Planning and Environmental Branch Division of Highways tation Department of TrDpr FROM: David Brook Deputy State Histrese rvation Division of Archives and History William S. Price, Jr., Director MpR 2g 199 -,- J ??9 O?1G W ?YS ?? fficer SUBJECT: Enfield Bypass, from NC 481 to SR 1224, Halifax County, R-2816, 6.301006, GS 92-0083 We have received the memorandum dated March 4, 1992, from Ed Lewis concerning this project. As your staff archaeologist has already conducted an archaeological survey of the proposed project, we will await receipt of the survey report before completing our review and offering comments on effects. We have conducted a search of our files and are aware of no structures of historical or architectural importance located within the planning area. In addition, we have reviewed the photographs submitted of structures over fifty years of age located within the area of potential effect. We feel that none of these structures ("A," "B," "C," "D," or "E") are eligible for listing in the National Register of Historic Places. These comments are made in accord with G.S. 121-12(a) and Executive Order XVI. If you have any questions regarding them, please contact Renee Gledhill- Earley, environmental review coordinator, at 919/733-4763. DB:slw cc: Ed Lewis B. Church T. Padgett A-2 109 East ones Street • Raleigh, North Carolina 27601-2807 STATF o JAMES G. MARTIN GOVERNOR THOMAS J. HARRELSON SECRETARY STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION P.O. BOX 25201 RALEIGH 27611-5201 May 6, 1992 DIVISION OF HIGHWAYS WILLIAM G. MARLEY, JR., P.E. STATE HIGHWAY ADMINISTRATOR Memorandum To: Ed Lewis, Project Planning Engineer 7aay ing and Environmental Branch From: ?l? ig Geologist I Geotechnical Unit Subject: Evaluation for Hazardous Materials at the Helena Chemical Corporation Site, Enfield Bypass, From NC 481 to SR 1224 (Dennis Street), Halifax County, State Project: 6.301006 (R-2816) In reference to your request for Geo-Environmental Section input concerning the above referenced site, I have investigated for the potential occurrence of hazardous materials within the proposed project corridor. Based on the site screening inspection report that you provided to me, it appears that the contamination at the Helena Chemical site is most likely the result of spillage that has occurred on the premises. Although high concentrations of pesticides and metals were found in surface soils at the site, it is unlikely that these substances have infiltrated into the local ground water regime due to their relatively low solubility in water. Also, the proximity of the site to the proposed alignment limits the potential environmental risk. Therefore, as a result of my investigation, I conclude that hazardous materials will not be involved in the construction of t.hd s prr:,ject. PSB A-3 An Fnual Onnortunitv/Affirmative Action Emolover