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Home My WebLink About20081797 Ver 1_Application_20081210d 'MSTA rn..p STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F EASLEY GOVERNOR December 2, 2008 U S Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive Suite 105 Wake Forest, NC 27587 Attn Mr Andy Williams NCDOT Coordinator Y LYNDO TIPPETT SECRETARY D81797 Subject Application for Section 404 Individual Permit and Section 401 Water Quality Certification, Extension of SR 4126 (Bndford Pkwy, new route) from SR 1541 (Wendover Ave) at Hornaday Rd to Burnt Poplar Rd at Swing Rd, Guilford County Federal Aid No STP-4126(1), State Project 8 2496901, TIP No U-4006 Debit $570 00 from WBS Element 35007 1 1 Dear Sir The North Carolina Department of Transportation (NCDOT) proposes to extend SR 4126 (Bndford Pkwy, new route) from SR 1541 (Wendover Ave) at Hornaday Rd to Burnt Poplar Rd at Swing Rd in Greensboro, Guilford County, North Carolina The proposed 1 1 mi extension consists of a four-lane curb and gutter section with a raised grass median, 12-ft inside lanes, and 14-ft outside lanes, as well as the realignment of Big Tree Way with Bndford Pkwy and structures over I-40 This application package consists of the cover letter, ENG Form 4345, permit drawings, half size plan sheets, Hydraulic Design Review meeting minutes, Stormwater Management Plan, ICE Analysis Update, and the Ecosystem Enhancement Program (EEP) confirmation letter Project Schedule The review date of this project is June 30, 2009 with a Let date of August 18, 2009 Purpose and Need The purpose of this project is to address the anticipated transportation needs along this corridor by improving the existing facility in a manner that reduces congestion, increases capacity, and improves system linkage in the area MAILING ADDRESS TELEPHONE 919-715-1334 PHYSICAL ADDRESS NORTH CAROLINA DEPARTMENT OF TRANSPORTATION FAX 919-715-5501 2728 CAPITAL BLvD SUITE 240 PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS RALEIGH NC 27604 1598 MAIL SERVICE CENTER WEBS/TE WWW NCDOT ORG RALEIGH NC 27699-1598 Summary of Impacts The project lies in the Piedmont Physiographic Province in the Cape Fear River Basin (HUC 03030002, sub-basin 03-06-02) This project will permanently impact 479 ft (0 04 ac ) and cause 99 ft (0 01 ac ) of temporary unpacts to the existing channel of South Buffalo Creek and one of its unnamed tributaries (UT), and will result in an additional 69 ft of permanent bank stabilization impacts No impacts to Jurisdictional resources will occur due to the relocation or installation of utilities in the project area Summary of Mitigation Throughout the design and NEPA process this project has been designed to avoid and minimize impacts to jurisdictional areas EEP will provide mitigation as required for 548 linear feet of perenmal stream impacts for the proposed project NEPA DOCUMENT STATUS An Environmental Assessment (EA) was approved September 29, 2003 A Finding of No Significant Impact (FONSI) was approved on March 31, 2005 The right of way (ROW) consultation for the proposed project was completed on December 15, 2006, and revised July 17, 2007, and distributed shortly thereafter The EA, FONSI, and ROW consultation have been provided to regulatory review agencies Additional copies will be provided upon request INDEPENDENT UTILITY The subs ect prod ect is in compliance with 23 CFR Part 771 111(f) which lists the Federal Highway Administration (FHWA) characteristics of independent utility of a project (1) The project connects logical termuu and is of sufficient length to address environmental matters on a broad scope, (2) The project is usable and a reasonable expenditure, even if no additional transportation improvements are made in the area, (3) The protect does not restrict consideration of alternatives for other reasonably foreseeable transportation improvements RESOURCE STATUS Wetland delineations within U-4006 were conducted using the field delineation method outlined in the 1987 Corps of Engineers Wetland Delineation Manual (Environmental Laboratory, 1987), and the North Carolina Division of Water Quality's (DWQ) Identification Methods for the Origins of Intermittent and Perennial Streams, respectively There are no wetlands within the project limits Stream impacts have increased since the EA was completed Stream impacts in the EA were calculated based on the linear feet of jurisdictional stream located within the proposed right of way (ROW) of 100 feet, however, this did not account for impacts beyond 100-feet due to pipe extensions in streams at Sites 2 and 3 (South Buffalo Creek) South Buffalo Creek at Site 3 was delineated after the EA was approved Within the project area, South Buffalo Creek and a UT to South Buffalo Creek, both perennial, were identified Jurisdictional areas were originally verified by United States Army Corp of Engineers NCDOT TIP U-4006 Page 2 of 6 (USACE) representative John Thomas on October 25, 2002 UT to South Buffalo Creek at Site 1 was originally verified as an intermittent stream and was documented as one in the EA The status of this UT was subsequently changed to perennial per the request of DWQ representative Sue Homewood and approval of USACE representative Monte Matthews South Buffalo Creek at Site 3 was verified as perennial by Monte Matthews on October 31, 2006 IMPACTS TO WATERS OF THE UNITED STATES The project is located in the Cape Fear River Basin in Guilford County This area is part of Hydrologic Cataloging Unit 03030002 of the South Atlantic-Gulf Coast Region South Buffalo Creek and a perennial UT to South Buffalo Creek (NCDWQ classification C, NSW, NCDWQ Index # 16-11-14-2) are located within the project limits No wetlands are located within the project limits There are no designated Outstanding Resource Waters (ORW), High Quality Waters (HQW), Water Supply I (WS-1), or Water Supply (WS-II), waters occur within 10 mile of the project area However, South Buffalo Creek is listed on the 2006 Final 303(d) list due to unpaired biological integrity and turbidity The UT discussed above, as well as two additional UTs to South Buffalo Creek, flow into a 303d stream (South Buffalo Creek) within 1-mile of the project area Streams Surface water impacts are summarized in the following table Site Stream Name Structure T Perm'uneuf -'Temporary,, Mitig$tibil ?a Impacts ft Im acts ft R uirements ft 1 UT 1 to South 60" RCP 405 30 810 Buffalo Creek Bank Stabilization 8 8 15'-10" x 9'-10" 2 South Buffalo Corrugated Structural 36 59 72 Creek Steel Plate Pipe Bank Stabilization 33 33 Upstream of 29 29 S th B ff l 48" RCP mg Rd 3 ou o u a of Downstream 10 Creek Swing Rd 9 18 Bank Stabilization 28 28 Total 548 99 998 Site 1 There will be 405 linear feet of permanent impacts to the perennial UT to South Buffalo Creek at this location due to the installation of a 60-mch Reinforced Corrugated Pipe (RCP) The pipe is necessary to convey the stream under the roadway fill that will be used to construct the new location road section at this location The pipe will be buried one foot below the streambed to allow for natural aquatic passage Bank stabilization is necessary to prevent scour at the eastern outlet of the pipe, and will result in 8 linear feet of permanent impacts There will also be 30 linear feet of temporary stream impacts to allow access for equipment and construction of the new roadway and pipe Site 2 There will be 36 linear feet of permanent impacts to the perennial South Buffalo Creek at tins location due to the extension of a 15-foot 10-inch x 9-foot 10-mch Corrugated Structural Steel Plate Pipe in the stream channel This pipe extension is necessary to allow for road fill due to the widening of the existing road in this location Bank stabilization is necessary to prevent scour at the eastern outlet of the pipe, and will result in 33 linear feet of permanent unpacts There will also be 59 linear feet of temporary stream impacts to allow access for equipment and construction of the new roadway and pipe NCDOT TIP U-4006 Page 3 of 6 Site 3 There will be 38 linear feet of permanent impacts to the perennial South Buffalo Creek at this location due to the extension of a 48-mch RCP in the stream channel The pipe is necessary to convey the portion of the stream under the roadway fill that will be used to widen the road Bank stabilization is necessary to prevent scour at both outlets of the pipe, and will result in 28 linear feet of permanent mzpacts There will also be 10 linear feet of temporary stream impacts to allow access for equipment and construction of the new roadway and pipes FEDERALLY PROTECTED SPECIES Plants and ammals with a Federal classification of Endangered (E) or Threatened (T) are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended As of January 31, 2008 the USFWS lists one federally protected species for Guilford County, small whorled pogoma A survey for this species was conducted by NCDOT biologists within the project limits on June 4, 2008 Though appropriate habitat exists within the project area in the form of open-understory hardwood forest, no small whorled pogoma individuals were found during the 16 person-hour walking- visual survey A search of the North Carolina Natural Heritage Database (updated August 2008) indicated no known occurrences of federally protected species within 1-xmle of the project area Bald Eagle The bald eagle (Hahaeetus leucocephalus), originally listed for Guilford County when the EA and FONSI were completed, was delisted from the Endangered Species Act as of August 8, 2007 However, it is still protected under the Bald and Golden Eagle Protection Act No suitable nesting or foraging habitat exists within 660 feet of the project limits MITIGATION OPTIONS The USACE has adopted, through the Council on Environmental Quality (CEQ), a wetland mitigation policy that embraces the concept of "no net loss of wetlands" and sequencing The purpose of this policy is to restore and maintain the chenncal, biological, and physical mtegnty of the waters of the United States CEQ has defined mitigation of wetland and surface water unpacts to include avoiding impacts, nummizmg impacts, rectifying impacts, reducing impacts over time, and compensating for impacts (40 CFR 1508 20) The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and m,mmize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional impacts Avoidance measures were taken during the planning phase and xmnmuzation measures were incorporated as part of the project design Mminzation includes the exammation of appropriate and practicable steps to reduce the adverse impacts Avoidance and Minimization Avoidance and minimization has been employed in the project area to the maximum extent practicable The following measures were implemented • NCDOT's Best Management Practices (BMPs) for the Protection of Surface Waters will be enforced • The RCP proposed at Site 1 will be buried one foot below the streambed to allow for natural aquatic passage, as stated in the Stormwater Management Plan • Use of Pre-formed scour holes at Y2 Station 13+50 LT, Y2 Station 16+50 LT, L Station 30+50 RT, and L Station 41+50 RT NCDOT TIP U-4006 Page 4 of 6 Use of a dissipater basin at L Station 39+15 RT to provide for rapid energy dissipation of scouring velocities exiting from storm drain outlet pipes To avoid further impacts to South Buffalo Creek at Site 3, slope stakes were pulled back from 2 1 to 1 5 1 and rock plating was used, as stated in the Stormwater Management Plan Groundwater monitoring wells are present in the HP Triad Properties, Inc parcel (L Station 60+) In order to avoid contaminating the nearby stream, the existing drainage system will be plugged and abandoned New outfalls in this area were placed such that they would not directly enter the stream Comnensatory Mitigation The construction of the proposed protect will result in permanent impacts to 548 linear feet of stream channel impacts within the Cape Fear River Basin For this project, mitigation is required at a ratio of 2 1 for stream channel impacts at Sites 1, 2, and the east (downstream) side of Swing Rd at Site 3, and at a 1 1 ratio for stream channel impacts on the west (upstream) side of Swing Rd at Site 3 based on a telephone conversation with USACE representative Andy Williams on October 22, 2008 (please see the enclosed EEP acceptance letter) Further, 1 1 mitigation will be required for permanent bank stabilization impacts at Sites 1, 2, and 3, per a telephone conversation with NCDWQ representative Amy Euliss on October 27, 2008 CULTURAL RESOURCES The North Carolina Department of Cultural Resources, State Historic Preservation Office conducted a review of the protect, and in a letter dated June 28, 2001, stated that no properties of architectural, lustoric, or archaeological significance will be affected by the proposed project This letter is included in the EA FEMA COMPLIANCE FEMA subjectivity for South Buffalo Creek begins downstream of the project area As such, no FEMA compliance is required for this project UTILITY IMPACTS No jurisdictional impacts will occur due to the removal or relocation of utilities INDIRECT AND CUMULATIVE EFFECTS An Indirect and Cumulative Effects (ICE) Analysis Update was completed on October 16, 2008 and is included in the permit package WILD AND SCENIC RIVERS This project will not impact any designated Wild and Scenic Rivers or any rivers included in the list of study rivers (Public Law 90-542, as amended) or North Carolina Natural and Scenic Rivers NCDOT TIP U-4006 Page 5 of 6 ESSENTIAL FISH HABITAT The protect will not impact any essential fish habitat afforded protection under the Magnuson-Stevens Act of 1996 (16 U S C 1801 et seq ) REGULATORY APPROVALS Application is hereby made for a Department of the Army Section 404 Individual Permit as required for the above-described activities for the proposed TIP project U4006 We are also hereby requesting a Section 401 Water Quality Certification from the Division of Water Quality In compliance with Section 143-215 3D(e) of the NCAC, we will provide $570 to act as payment for processing the Section 401 permit We are providing five copies of this application to the North Carolina Department of Environment and Natural Resources, Division of Water Quality, for their review Thank you for your time and assistance with this project Please contact David E Bailey at debailey@ncdot gov or (919) 715-7257 if you have any questions or need additional information Sincerely, J?O? Gregory J Thorpe, Ph D , Environmental Management Director Project Development and Environmental Analysis Branch cc w/attachment Mr Brian Wrenn, NCDWQ (5 Copies) Ms Kathy Matthews, USEPA W/o attachment (see website for attachments) Dr David Chang, P E, Hydraulics Mr Greg Perfetti, P E , Structure Design Mr Victor Barbour, P E , Project Services Unit Mr Mark Staley, Roadside Environmental Mr J M Mills, P E, Division 7 Engineer Mr Jerry Parker, Division 7 Environmental Officer Mr Jay Bennett, P E, Roadway Design Mr Mated Alghandour, P E , Programming and TIP Mr Art McMillan, P E, Highway Design Mr Steve Brown, P E, PDEA Mr Scott McLendon, USACE, Wilmington Mr Gary Jordan, USFWS Mr Travis Wilson, NCWRC Ms Beth Harmon, EEP Mr Todd Jones, NCDOT External Audit Branch Mr Drew Joyner, PE, Human Environment Unit Head Mr Clarence W Coleman, P E, FHWA NCDOT TIP U-4006 Page 6 of 6 APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMB APPROVAL NO. 0710-003 (33 CFR 325) Expires December 31, 2004 Public reporting burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should require 5 hours or less This Includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003), Washington, DC 205M Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number Please DO NOT RETURN your form to either of those addresses Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity PRIVACY ACT STATEMENT Authority Rivers and Harbors Act, Section 10, 33 USC 403 Clean Water Act, Section 404, 33 USC 1344, Marine Protection, Research and Sanctuaries Act, 33 USC 1413, Section 103 Principal Purpose Information provided on this form will be used in evaluating the application for a permit Routine Uses This information may be shared with the Department of Justice and other federal, state, and local government agencies Submission of requested information is voluntary, however, if Information is not provided the permit application cannot be evaluated nor can a permit be issued One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity An application that is not completed in full will be returned ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS 1 APPLICATION NO 2 FIELD OFFICE CODE 3 DATE RECEIVED 4 DATE APPLICATION COMPLETED (ITEMS BELOW TO BE F ILLED BYAPPLICAN77 5 APPLICANTS NAME 8 AUTHORIZED AGENTS NAME AND TITLE (an agent is not required) North Carolina Department of Transportation 6 APPLICANT'S ADDRESS 9 AGENTS ADDRESS 1598 Mail Service Center Raleigh, NC 27699-1548 7 APPLICANTS PHONE NOS W/AREA CODE 10 AGENTS PHONE NOS W/AREA CODE a Residence a Residence b Business (919) 733-3141 b B usiness 11 STATEMENT OF AUTHORIZATION I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this permit application APPLICANT'S SIGNATURE DATE NAME, LOCATION, AND DESCRIPTION OR PROJECT OR ACTIVITY 12 PROJECT NAME OR TITLE (see instructions NCDOT TIP No U-4006, Guilford County, NC 13 NAME OF WATERBODY, IF KNOWN (d applicable) 4 PROJECT STREET ADDRESS (d applicable) South Buffalo Creek and an unnamed tributary to South Buffalo Creek 15 LOCATION OF PROJECT Guilford NC COUNTY STATE 16 OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) Section, Township, Range, Lat/Lon, and/or Accessors's Parcel Number, for example 17 DIRECTIONS TO THE SITE 1-85/1-40 to Wendover Ave and/or Guilford College Rd in Greensboro NC 18 Nature of Activity (Description of project include all features) ENG FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE (Proponent CECW-OR) i 1 rm extension of SR 4126 (Bedford Pkwy, new route) from SR 1541 (Wendover Ave ) at Homaday Rd to Burnt Poplar Rd at Swing Rd, Guilford County, North Carolina It is planned as a four-lane curb and gutter section with a raised grass median, 12-ft inside lanes, and 14-ft outside lanes, as well as the realignment of Big Tree Way with Bndford Pkwy and structures over I40 • 19 Project Purpose (Describe the reason or purpose of the project see instructions) The purpose of this project is to address the anticipated transportation needs along this corridor by improving the existing facility in a manner that reduces congestion, increases capacity, and unproves system linkage in the area USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20 Reason(s) for Discharge Needed in order to construct 60" reinforced concrete pipe, 15'-10" x 9'-10" corrugated structural steel plate pipe and 48" reinforced concrete pipe extensions for a wider roadway, provide bank stabilization of effected streams, and construction access 21 Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards See attached permit drawings 22 Surface Area in Acres of Wetlands or Other Waters Filled (see instructions) 548 linear feet of permanent and 991mear feet of temporary stream impacts 23 Is Any Portion of the Work Already Complete? Yes _ No X IF YES, DESCRIBE THE COMPLETED WORK 24 Addresses of Adjoining Property Owners, Lessees, Etc , Whose Property Adjoins the Waterbody (If more than can be entered here please attach a supplemental list) See Attached List 25 List of Other Certifications or Approvals/Denials Received from other Federal, State, or Local Agencies for Work Described in This Application AGENCY TYPE APPROVAL IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED Would include but is not restricted to zoning, building, and flood plain permits 26 Application is hereby made for a permit or permits to authorize the work described in this application I certify that the information in this application is complete and accurate I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE The application must be signed by the person who desires to undertake the proposed activity (applicant) or a may be signed by a duly authorized agent d the statement in block 11 has been filled out and signed 18 U S C Section 1001 provides that Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both ENG FORM 4345 Jul 97 EDITION OF FEB 94 IS OBSOLETE (Proponent CECW-OR) Subject: Team Members: Draft Minutes from Interagency Hydraulic Design Review Meeting on March 22, 2006 for U-4006 in Guilford County John Thomas-USACE Sue Homewood-NCDWQ Travis Wilson-NCWRC Kathy Matthews-EPA Chris Milrtscher-EPA Susan Thebert-NCDOT-NEU Brad Wall-NCDOT-DIV 7 Clarence Coleman-FHWA GENERAL NOTES: (present) (present) (present) (present) (present) (absent) (absent) (absent) Participants: Galen Cail, NCDOT Hydraulics Ron Ferguson, Arcadis Clayton Walston, NCDOT Roadway Steve Smallwood, Arcadis Linwood Stone, NCDOT-PDEA Mark Staley, Roadside Environmental The project drains to a 303D stream (South Buffalo Creek) Therefore need to get stormwater treatment (in grassed swales) to extent practical Sheet 5: Check outlet velocity of proposed 60" along jurisdictional stream Make sure outlet energy is dissipated Consider bank rip rap or rock vane, etc Sheet 6: Anticipate extending existing culvert along South Buffalo Creek under Guilford College Road Check outlet velocities Rip rap on banks only Sheet 7: There was discussion for potential on-site mitigation along South Buffalo Creek The mitigation would involve removing the existing pipe system beginning from approximate Sta 58+00 -L- Rt However, the site has a number of monitoring wells Which raise concern over the extent and type of pollutants on the site and whether the site should be "open cut" for a stream relocation Geotech will have to investigate and make their recommendations Need to have this info available at the 4C meeting Sheet 8: NEU needs to investigate potential jurisdictional site under Swing Road approximate Sta 19+70 -Y4- The site is conveyed through an existing 48" pipe Meeting adjourned Subject: Team Members: Draft Minutes from Interagency Permit Review Meeting on July 25, 2007 for U-4006 in Guilford County Andrew Williams-USACE Sue Homewood-NCDWQ Travis Wilson-NCWRC Kathy Matthews-EPA Chris Militscher-EPA Rachelle Beauregard-NCDOT-NEU LeiLani Paugh-NCDOT-NEU Deanna Riffey-NCDOT-NEU Patty Eason-NCDOT-DIV 7 Steve Brown-NCDOT-PDEA Marques Jacobs-NCDOT-PDEA Donnie Brew-FHWA (present) (present) (present) (absent) (present) (present) (present) (present) (present) (present) (present) (present) Participants: Marshall Clawson, NCDOT Hydraulics Galen Cail, NCDOT Hydraulics Julie Taylor, Arcadis Steve Smallwood, Arcadis Robert Stroup, NCDOT Roadway Clayton Walston, NCDOT Roadway Linwood Stone, NCDOT-PDEA Mark Staley, Roadside Environmental It was stated that South Buffalo Creek is a 303d stream Stormwater treatment was provided, to the extent practical, with grassed swales Sheet 5; Site 1 No comments Sheet 6; Site 2: Account for impacts upstream to extent of ditch tie-in and embankment np rap Sheet 7: There are no impacts at this site so no permit site provided However, there was discussion on potential stream mitigation site East of -L- that was discussed at 4B meeting in March 2006 Per Geotech assessment report provided December 2006, it is recommended to not pursue this site for mitigation Contamination by petroleum and solvents has been confirmed on the property from previous investigations There was comment on outlet velocities/stability at the 30" CSP outlet Sta 59+75 RT The calculated velocities looked low so will investigate and determine if Class I np rap is adequate or if energy dissipater is needed Outlet does not convey to stream but to existing 36" CSP that goes to stream outside of existing R/W Sheet 8• Site 3• It was recommended to improve inlet transition between pipe and stream A JB with skewed pipe inlet will be provided to improve Meeting adjourned STORM WATER MANAGEMENT PLAN TIP No U-4006 Project No 35007 1 1 Guilford County ROADWAY DESCRIPTION The project involves an extension of the existing Bridford Parkway, along a new route, from Hornaday Road, to the intersection of Burnt Poplar Road with S Swing Road The project is located entirely within the city of Greensboro The overall length of the project is approximately 1 02 miles The proposed roadway is a multi- lane undivided highway The project drainage system consists of cross pipes, subsurface storm drain systems with outfall protection, and ditches Major stream crossings are shown below Table 1 Malor Stream Crossinas Location Stream Name Drainage Proposed Bury Area Structure Depth Site 1 Tributary to S Buffalo 51 ac 60 inch RCP 1 0 FT L Station Creek 28+70 Site 2 S Buffalo Creek 200 ac 15-10" x 9'-10" N/A Y3 Station CSP Extension 18+45 Site 3 S Buffalo Creek 12 5 ac 48 inch RCP N/A Y4 Station Extension 19+69 ENVIRONMENTAL DESCRIPTION The project is located in the Cape Fear River Basin Stream impacts are anticipated where the project crosses the South Buffalo Creek at the sites listed above Pipe outlet and channel bank protection measures were implemented at these sites There are no wetlands that fall within the project boundaries BEST MANAGEMENT PRACTICES (BMPs) The primary goal of BMPs is to prevent degredation of the state's surface waters from construction and operation of the highway system BMPs are practices and procedures undertaken to prevent or reduce storm water pollution U-4006 Storm Water Management Plan Page 1 of 3 The BMPs and measures used at the mayor stream crossing sites are as follows Site 1 - 60 inch Reinforced Concrete Pipe (RCP The culvert is to be buried one (1) foot below the natural streambed As with most cross pipe installations, the pipe was aligned and sloped to closely match that of the existing stream A short realignment was required for the incoming tributary to the jurisdictional stream In this case, the channel was lined with temporary coir matting along the banks only A small amount of rip-rap is specified to be placed along the outer bank in the bend of this tributary This is to prevent scouring of the stream and cutting into the toe of the adjacent fill embankment As an added scour protection measure, rip-rap will be placed at the outlet of the pipe and junction with the tributary The rip-rap will only be placed along the stream banks Site 2 - 16' x 11' Corrugated Structural Plate Pipe In order to accommodate the road widening, an extension of the existing culvert was necessary at this site The culvert is proposed to be extended 19 ft on the upstream side and 11 ft on the downstream side A construction sequence was provided which will allow the stream to maintain flow during operations Stilling basins were included as part of the sequencing to allow pumped affluent to settle out any sediment stirred as a result of construction and prior to transferring water back into the stream In addition, rip-rap will be placed at the outlet to protect the stream banks from erosive velocities Site 3 - 48 inch RCP In order to accommodate the road widening, an extension of the existing culvert was necessary at this site In an effort to avoid invading the stream, slope stakes were pulled back from a normal 2 H 1V to 1 %2 H 1V and rock plating was used Rock plating is designed to lessen the effects from potential erosive velocities down and along the toe of steep slopes In addition, rip-rap will be placed at the outlet to protect the stream banks from erosive velocities U-4006 Storm Water Management Plan Page 2 of 3 The BMPs and measures used on this project on behalf of roadside drainage are as follows Preformed Scour Holes (PSHs) PSHs are used at the following locations in an effort to diffuse concentrated, higher velocity flow from the storm drain outlet pipe into sheet flow prior to entering the surface water Y2 Station 13+50 LT Y2 Station 16+50 LT L Station 30+50 RT L Station 41+50 RT Rip-Rapped Energy Dissipator Basin A dissipatorbasin is used on L at Station 39+15 RT to provide for rapid energy dissipation of scouring velocities exiting the storm drain outlet pipes in this area AVOIDANCE MEASURES Monitoring wells are present in the HP Triad Properties, Inc parcel (-L- Station 60+) In an effort to avoid contaminating the nearby stream, the existing drainage system will be plugged and abandoned New outfalls in this area were placed such that they would not directly enter the stream Ductile iron was chosen as the pipe material to eliminate the possibility of corrosion, and subsequent contamination of the water U-4006 Storm Water Management Plan Page 3 of 3 October 16, 2008 To: David Bailey NCDOT Natural Environment Unit From: Tristram Ford NCDOT Public Involvement and Community Studies-HEU Re: Memo update of ICE Analysis-- U-4006 Community Impact Assessment, Guilford County Indirect and Cumulative Effects Analysis Update This memo is an update of the Indirect and Cumulative Effects analysis for U- 4006 in Guilford County, which was previously submitted as part of the Community Impact Assessment for the project prepared by Parsons Brinckerhoff in December 2002 This update will evaluate the scope of the project, transportation impact causing activities, population and growth trends, the project's consistency with local plans, market conditions and notable natural environmental features Proiect Description U-4006 is a proposed project to extend Bridford Parkway on new location from its existing northern terminus at Hornaday Road, south of 1-40 Business, to the intersection of Burnt Poplar Road and Swing Road, north of 1-40 Business The purpose of the project is to increase the capacity of roadways in the area, improve their level of service and to provide a connection between the existing industrial area surrounding the Burnt Poplar / Swing Road intersection and the Wendover Place commercial center south of 1-40, adjacent to Hornaday Road This project is approximately 1 1 miles in length The proposed cross-section of this project will consist of a four-lane median divided facility with curb and gutter and five-foot wide sidewalks on both sides, which will require 90 to 100 feet of right-of-way along the entire length of the project This project will also include a new bridge over 1-40 to be constructed 0 3 miles east of the Guilford College Road interchange ICE and Demographic Study Area The ICE and Demographic Study Area for this project is comprised of CT 160 04 BG's 4 and 5, CT 161 02 BG 7, and CT 165 03 BG 1 The criteria used to select the Demographic Study Area included any Census Tract Block Group adjacent to or within a 0 5 mile radius of the proposed project location Other Transportation and Infrastructure Proiects in the Area There are two other TIP projects in close proximity to U-4006 U-2524 is a project to construct the western portion of the Greensboro Outer Loop, of which three segments are currently complete between 1-85 and 1-40 U-4750 is the extension of Homeday Road which includes a grade-separated bridge over the Outer Loop Time Horizon The time horizon for the project extends to 2035 based on population projections for the area by the NC State Data Center at the Office of State Management and Budget Transportation Impact Causing Activities D A transportation impact causing activity is a factor that could result in a change in land use In the case of U-4006, there will be an increase in access due to the new location facility U-4006 will result in the creation of a transportation node at the new intersection of Bedford Parkway and Guilford College Road The proposed project would also likely result in a minimal reduction of travel time based on the new alignment Population and Job Growth According to the NC State Data Center, Guilford County is expected to add 241,940 people to the 2002 base population of 432,570 people by the year 2035 This represents a total increase of 56% In terms of annual population growth projections, it is estimated that Guilford County's population will increase 1 41 % per year to the year 2025 Guilford County experienced a 0 9% annual employment change during the decade time period from 1994 to 2004 In addition, Guilford County is projected to add 209,740 new fobs by the year 2035 It is also estimated that there will be an additional 98,620 new households by 2035 Notable Features There is one notable natural feature within the Demographic Study Area/ ICE Study Area South Buffalo Creek, which parallels the northern portion of the proposed alignment, is on the NC Division of Water Quality's 303(d) list of impaired waters The stream is listed as biologically impaired due to sediment from the source to McConnell Road In addition, there are portions of two WS-IV Water Supply / Watersheds for Randleman Lake (Deep River) and High Point Lake (East Fork of the Deep River), and one WS-III Water Supply Watershed for the Cape Fear River (Reedy Fork) located within the Demographic Study Area/ ICE Study Area The two WS- IV Water Supply Watersheds are located as little as 500 feet to the southwest of the proposed alignment, however they are not expected to be impacted by project construction due to topography Local and Regional Plans 0-4006 is consistent with the City of Greensboro's Urban Area Thoroughfare Plan which indentifies the Bedford Parkway extension project as important in providing system linkage and improved capacity According to the generalized future land use map within the GUAMPO Draft 2035 Long Range Transportation Plan, which was formulated by combining the land use plans for Greensboro, Guilford County, Stokesdale, Summerfield, Oak Ridge and Pleasant Garden, the land adjacent to the proposed project is planned to continue to develop as a mix of industrial, high density residential, commercial and mixed-use commercial The City of Greensboro Planning Department has incorporated plans for U-4006 in current and future land use plans and anticipates that future development will consist of primarily commercial and industrial development, which is generally in line with the current zoning The City of Greensboro is subject to Phase I storm water regulations that require municipalities to develop and implement a stormwater management program including education, illicit discharge detection and elimination, water quality monitoring, and storm sewer system and land use mapping Municipalities in the Greensboro Urban Area who own and operate a municipal storm sewer system, including Greensboro, are also required under Phase II regulations, an extension of the Phase I regulations, to apply and obtain an NPDES permit for stormwater discharges and well as implement post-construction stormwater management for development Recently the City of Greensboro has secured funding from the Clean Water Management Trust Fund (CWMTF) to be supplemented by the City of Greensboro's matching funds which will be used to acquire approximately 40 acres of property located in the southeast quadrant of the Freeman Mill Road/ I- 40 interchange to construct an approximately 20-acre riparian wetland Vegetated Riparian buffers will also be provided along the banks of the South Buffalo Creek within that area According to the NC Division of Water Quality, the objectives of the project are to improve the water quality in South Buffalo Creek's 13-square mile urbanized watershed that is currently 48% impervious by reducing the pollutants, particularly sediment loads Other project objectives are to improve aquatic and terrestrial habitats through the development of the riparian wetland and vegetative stream buffers Market for Development The market for development will continue to be strong in this area due to the projected growth in population, the availability of land, the proximity to the Piedmont Triad International Airport and the planned Fed Ex hub, and the desire of local officials to encourage economic growth The southern terminus of the proposed project is adjacent to a large commercial shopping center, Wendover Place The population and job growth trends and existing adjacent land use are factors that will likely result in more commercial and industrial development in this area Findings and Conclusions Indirect Effects In conclusion, although the project could result in a slight increase in development (commercial and industrial) mainly because of the change in access and exposure, it is important to note that development of this nature would continue occur in this area irrespective of the proposed project Land is available, local planning efforts and plans encourage and support new growth and the area is proximate to both the planned Fed Ex hub and the commercial center on the southern end of the project Although there is a 303(d) listed stream that parallels a portion of the project, the limited project scope, best management practices, storm water regulations and initiatives such as the construction of a 20-acre forested wetland along South Buffalo Creek and land use controls should mitigate potential impacts to downstream water quality Cumulative Effects The area surrounding the proposed project has been within the Greensboro urban growth area for a period of time and has experienced substantial development Taken in conjunction with surrounding past, present and future transportation projects, U-4006 will likely serve as simply another factor in land use changes in the immediate area, thus a more detailed cumulative impact statement is not required Furthermore, any future land use changes will be governed by stormwater regulations currently in place Ir". PROGRAM November 24, 2008 Mr Gregory J Thorpe, Ph.D Environmental Management Director Project Development and Environmental Analysis Branch North Carolina Department of Transportation 1548 Mail Service Center Raleigh, North Carolina 27699-1548 Dear Dr Thorpe- Subject: EEP Mitigation Acceptance Letter. U-4006, Greensboro - SR 4126 (New Route - Bridford Parkway) from SR 1541 (Wendover Avenue) at Hornaday Road to Burnt Poplar Road at Swing Road, Guilford County The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the stream mitigation for the subject project Based on the information supplied by you dated October 31, 2008 (received November 22, 2008), the impacts are located in CU 03030002 of the Cape Fear River Basin in the Central Piedmont (CP) Eco-Region, and are as follows. Warm Stream 548 feet EEP commits to implementing sufficient compensatory stream mitigation credits to on=set the impacts associated with this project by the end of the MOA Year in which this project is permitted, in accordance with Section X of the Amendment No. 2 to the Memorandum of Agreement between the North Carolina Department of Environment and Natural Resources, the North Carolina Department of Transportation, and the U. S. Army Corps of Engineers, fully executed on March 8, 2007. If the above referenced stream and wetland impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from EEP Rpstos<u ?... ... mProtuOur J-ta& ? North Carolina Ecosystem Enhancement Program, 1652 Mad Service Center, Raleigh, NC 17699-1652 / 919-715-0476 / www nceep.net If you have any questions or need additional information, please contact Ms Beth Harmon at 919-715-1929. Sincerely, Willi D Gilmore, P E. EEP Director cc Mr. Andy Williams, USACE - Raleigh Regulatory Field Office Mr Brian Wrenn, Division of Water Quality, Wetlands/401 Unit File: U-4006 stem ement PROGRAM November 24, 2008 Mr Andy Williams U. S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Dear Mr Williams. Subject EEP Mitigation Acceptance Letter. U-4006, Greensboro - SR 4126 (New Route - Bridford Parkway) from SR 1541 (Wendover Avenue) at Hornaday Road to Burnt Poplar Road at Swing Road, Cape Fear River Basin (Cataloging Unit 03030002); Central Piedmont (CP) Eco-Region The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the stream mitigation for the unavoidable impact associated with the above referenced project As indicated in the NCDOT's mitigation request dated October 31, 2008, stream mitigation from EEP is required for 548 feet of warm stream impacts Stream restoration mitigation associated with this project will be provided in accordance with Section X of the Amendment No. 2 to the Memorandum of Agreement between the N. C. Department of Environment and Natural Resources, the N. C. Department of Transportation, and the U. S. Army Corps of Engineers fully executed on March 8, 2007 (Tri-Party MOA) In the mitigation request, the NCDOT indicated this project will require compensatory stream mitigation for 450 feet of the impacts at a 2.1 ratio (900 compensatory stream credits) and restoration stream mitigation for 98 feet of the impacts at a 1:1 ratio (98 stream restoration credits). EEP commits to implement sufficient stream mitigation up to 998 stream restoration credits to offset the impacts associated with this project by the end of the MOA year in which this project is permitted. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from EEP LVINVA R.P.StDYGK?... ? ? ... PYDtP,Gt`"LGt? OGGf'' StatL North Carolina Ecosystem Enhancement Program, 1652 Mad Service Center, Raleigh, NC 27699-1652 / 919-71S-0476 / www.nceep.net If you have any questions or need additional information, please contact Ms Beth Harmon at 919-715-1929. Sincerely, C?31? -OL Willi D. Gilmore, P E EEP Director CC. Mr Gregory J Thorpe, Ph D, NCDOT-PDEA Mr Brian Wrenn, Division of Water Quality, Wetlands/401 Unit File U-4006 ARCADIS G&M Date 8/4/2008 Time 3 33 03 PM Fil r q H.don 9/ /99 PROJECT: TIP PROJECT: U-4006 0 0 L'i 0 Ln N? a n x W? r M ° ° ° b a c0? M •y rn 2 ?+ o p A urn M Z n pp M??i m (O`m? p o 0 1 N N N at X N '?1 C11 ® V) D ° ° ° C ON 2* N m r z C T ` 2K ra n rn = n _ ° °O °° n n Z G r -? S swm Rd O D M I ti -rl D D O= ti = ' o -n 3 to to C) A < -I p < ONO OOD lco) Z n c? N er drurd P / w ? II II 11 II II II Z ? 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Q e CZ) 00 Ilk" -z 9 2 CD n N ` ^w " _ "' `^*?+? ?s On r- APO rn, 99 1 Koff Ntim ``?.. ?y suj t r 1 ? to \\ ?,'?h ? •,a YY `? ? \ xersA e,? ? ? ` C ti y toga n/ / v .\ \\ z y y O ?l o?. `'°s \t R w N N O 'b FAY \\? x p 0 0 0 y-/,y to 16, ?+oo i \ y Y ti REVISIONS S-7MN H3NNO A183dONd 03SI,136f 'S3Nn AAGdONd 03SIA3U Z010319 S1S 1. NOISIA31J 7/3/2098 0\ rod\U4006_ROY_PSH_05 dqn O I `?' u w s T "' y .' o w U 0 0 o Y ° o' 7 j'' wy CD -0 ? 71 ij5, ^'? y p 3 g 8 1 1 N o f >>e ?V + s ° > +r+ zZo°L?om ! ? o ? ? 8?y a f 4? ? N ? 0 ? i r ? ?? ? S t F S 7 f °A 8 1i EGG ` = / I ft t / + u v ii l r f ? / a t i l v rfr° , 06 t --- - ? _ x s, rte,` i; ;, yV t"rx.t duo. 7"M 1 M 7 ? m / I A ?a y Mot 0 AS. -1 1 ° ?O m m I ff j `` F s t71 r r ¦ ¦ ¦ SQ 1Jf r? i S' c ,??-»?tP+ ¦ ¦ ¦ ¦ at N14 + e- aa G PS ? ? ,?s'?5, O ¦ 00 F; tn to) x? ~ t3? ' °I Zol Oaa? _ mol 000 ? ?? - r u S j 0 J to \ ? ?, B $ I \ _ N ? q g \ g is RC e y, 4?1 •? ilj ? 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