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HomeMy WebLinkAbout20060367 Ver 1_Application_20060308 ;~* .~, e ~~~ STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR March 3, 2006 US Army Corps of Engineers Regulatory Branch 6508 Falls of the Neuse Road Suite 120 Raleigh, NC 27615 ATTENTION: Mr. Eric Alsmeyer NCDOT Coordinator Dear Sir: ~f ~v ps y~ gyp •~yg .~ ~ ~~ sr ~• ee LYNDO TIPPE°t`'~,~, SECRETARY '~ 060367 SUBJECT: Nationwide 14 Permit Application and Riparian Buffer Certification for the widening of SR 3015 (Airport Boulevard) from NC 54 to McCrimmon Parkway, in Wake County. NCDOT Division 5, State Project No. 98051709, T.I.P. No.U-3344 A, $200.00 Debit work order 98051709, WBS Element No. 34934.1.1. Please find enclosed a copy of the half-size roadway designs plans, Pre-construction Notification, Stormwater Management Plan, Indirect and Cumulative Effect Assessment, North Carolina Ecosystem and Enhancement Program (EEP) Acceptance letter, and permit drawings for the subject project. The North Carolina Department of Transportation (NCDOT) proposes to widen Airport Boulevard (SR 3015) from NC 54 to McCrimmon Parkway. The proposed project will widen the existing two-lane roadway equilaterally to a five lane with curb and gutter along both sides of the roadway. The improved facility will include a 12-foot wide center turn lane and 2 through lanes in each direction. The proposed improvement will impact two existing stream crossings and a wetland. The first crossing, Unnamed Tributary #2 (UT2), is a 5' stream section between a 28"x 32" arched corrugated metal pipe (CMP) and a 48" CMP (Site 1). The second crossing, UT3, is at a 66" CMP crossing through the roadway embankment (Site 2). This pipe is to be removed and replaced with an 8' x 8' reinforced concrete box culvert (RCBC). The wetland located at Site 1 will be filled to allow for placement of a lateral base ditch. Traffic will be maintained on existing road. The total project length is 0.61miles. The purpose of this project is to improve the traffic flow and safety along Airport Boulevard. Construction of the proposed project will necessitate impacts to jurisdictional waters. This project is located in the Neuse River Basin within HUC 03020201. There will be a total of 109 feet of jurisdictional stream channel impacted, 0.07 acres of wetland, and 17,194 square feet of impacts to protected buffers within the Neuse Watershed. Impacts from this project will qualify .+~;~; r" ..__ ~e 1 MAILING ADDRESS: TELEPHONE: 919-715-1334 LOCATION: NC DEPARTMENT OF TRANSPORTATION FAX: 919-715-5501 2728 CAPITOL BOULEVARD PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS PARKER LMCOLN BUILDMG, SUITE 24O 1598 MAIL SERVICE CENTER WEesrrE• WWW.NCDOT.ORG RALEIGH NC 27699 RALEIGH NC 27699-1598 s ~ for permitting under a Nationwide Permit 14. The EEP will provide compensatory mitigation. This project has a let date of August 15, 2006. NEPA Document Status An Environmental Assessment (EA) was prepared by the North Carolina Department of Transportation and approved July 18, 1996. A Finding of No Significant Impact (FONSn was approved on June 12, 1997. In addition, existing and projected conditions in the study area were described including natural systems and wetlands. Alignments were evaluated with respect to costs, social and economic impacts, and environmental consequences. The EA and FONSI have been provided to regulatory review agencies involved in the approval process. Additional copies will be provided upon request. The subject project 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 termini 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 project does not restrict consideration of alternatives for other reasonably foreseeable transportation improvements. Resource Status Waters of the United States: One unnamed tributary (UT 3) to Crabtree Creek and one wetland community are the only water resources within the project area. UT 3 is located at Site 2. It is a perennial stream approximately 10-foot wide at the streambed with 3 to 5-foot banks and that has a substrate composed of rock, silt and cobble. The wetland located at Site 1 is associated with UT 2 and is classified as palustrine forested broad-leaved deciduous (PFO1). Jurisdictional Delineations: On May 24, 2002, the U.S. Army Corps of Engineers (LJSACOE) verified the wetland delineation at Site 1. On January 5, 2006, UT 2 (Site 1) was classified as an ephemeral channel and is not considered jurisdictional by the USACOE. UT 3 is a jurisdictional perennial stream. Impacts are reported in Table 1. Table 1. Stream and Wetland Impacts for TIP Project U-3344A Wake County. Site Station Stream Name DWQ Index No. Stream Wetland Impacts feet Impacts (ac) 1 20+92-L- to 0.07 22+25-L- 2 37+30-L- to UT #3 to Crabtree 27-33-(3.5) 109 37+68-L- Creek Permanent Impacts: There are two sites in the project area that impact jurisdictional areas. Site 1 is located at station 20+92-L to 21+82-L. A lateral base ditch and standard, base ditch will be constructed parallel to the road followed by a rock weir. The impact will be 0.07 acres of riverine wetland. Site 2 is located at station 37+30-L to 37+68-L. There will be 109 feet of impacts to the jurisdictional perennial UT 3 due to the removal of a 66" CMP and placement of an 8' x 8' RCBC. The NCDOT plans to mitigate for the impacts by compensatory mitigation provided by EEP (see attached EEP Acceptance Letter). Page 2 of 6 • Impacts from dewatering at either Site are not expected. Site 1: the replacement of the 24" and 30" pipe at station 23+00-L with a 42" pipe is expected to be occur during no flow conditions. Flow through this pipe network is a resultant of stormwater from the surround parking areas and roadway. Site 2: During the placement of the culvert one side of the roadway will be constructed at a time to allow traffic flow. A temporary flexible pipe will be used to convey the water during the phase build. Neuse Buffers The proposed road project impacts UT 2 & 3, which are protected by the Neuse Buffer Rules. UT 2, although considered non jurisdictional by USACE, is subject to the buffer rules according to NCDWQ (June 12, 2002 field meeting). Therefore, impacts to stream buffers are comprised of: • Sitel :2,050 ft2 in.Zone 1 and 1,811 ft2 in Zone 2 are exempt impacts. Impacts are a result of the addition of riprap in the 8-foot section between the end of one pipe conveying UT #2 and the beginning of the second pipe conveying UT #2. Pipe 1 (24") is being replaced with at larger 42" pipe. The second pipe (48") is not within the project area. • Site 2:.8,412 ftZ in Zone 1 and 4,921 ftz in Zone 2 are allowable impacts. Impacts result from the placement of riprap at the input and outfall of RCBC. The NCDOT does not plan to mitigate for the buffer impacts due to the impacts being either exempt or allowable. According to the Neuse Buffer Rules, buffer impacts resulting from road crossings of streams are exem t if they impact equal to or less than 40 ft and allowable if they impact greater than 40 linear feet but equal to or less than 150 linear feet or one-third acre of riparian buffer. Impacts at Site 1 are 0.09 acres (35 ft) -exempt and at Site 2 impacts are 0.31 acres (120 ft) -allowable. Indirect and Cumulative Effects Considering the current and projected population and employment for the project area, this project is likely to induce land use changes. While the area would likely experience growth regardless of the project, the project will cumulatively increase the attractiveness of the project area to industrial businesses and improve the flow of commuter traffic during peak hours. The increased proportion of the project area devoted to urban land uses will put more strains on the water resources. Long term, these strains can alter the availability and quality of hydrologic resources, both groundwater and surface water. Modifications in land use may also affect the proportions of ground water and surface runoff in rivers and stream. However, the following federal, state, and local regulations are in place to protect surface water quality and accommodate future growth. • EPA National Pollution Discharge Elimination System (NPDES) • North Carolina -Watershed Supply Watershed Protection Act • North Carolina -Neuse River Basin Nutrient Sensitive Waters Management • Neuse River Basin Buffer Rules • North Carolina - Nonpoint Source Program • Wake County -Land Use and Stormwater Regulations Adhering to these regulations for the protection of surface waters should limit direct and indirect effects to this important resource (see attached Indirect and Cumulative Effects Assessment). Page 3 of 6 t ~ Federally Protected Species Plants and animals with federal classifications of Endangered (E), Threatened (T), Proposed Endangered (PE), Proposed Threatened (PT), are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of January 29, 2003, the United States Fish and Wildlife Service lists four federally protected species for Wake County: bald eagle (Haliaeetus leucocephalus), red-cockaded woodpecker (Picoides borealis), dwarf wedgemussel (Alasmidonta heterodon), and Michaux's sumac (Rhus michauxii). Since the original EA was prepared no species have been added to or removed from the list. Descriptions and biological conclusions of "No Effect" were given for each species in the referenced EA. The project site was revisited on August 26, 2004 and overall habitat conditions have not changed. Suitable habitat is not present within the project area for bald eagle or red-cockaded woodpecker. However, suitable habitat is present for Michaux's sumac. All areas containing suitable habitat were examined for Michaux's sumac. No Michaux's sumac species were found. Additionally, a review of the Natural Heritage Program database (last updated on March 31, 2005) revealed no occurrences of these three species within 1.0 mile of the project study area. Therefore, the biological conclusion of "No Effect" remains valid for all three species. In reference to the dwarf wedgemussel, a survey was conducted during the March 1996 natural resource investigation. No mussel fauna was observed and a biological conclusion of "No Effect" in the project area was given. NCDOT environmental biologists, Karen M. Lynch and Logan Williams conducted a re-survey for the dwarf wedgemussel on December 16, 2003. It was concluded that suitable habitat does not exist for the dwarf wedgemussel and no mussels were found to occur in the unnamed tributaries. Additionally, a review of the Natural Heritage Program database (updated March 2005) revealed that no known occurrences of dwarf wedgemussel exist in the project area. Therefore, the biological conclusion for the dwarf wedgemussel of "No Effect" remains valid. Cultural Resources Archaeological and Historic Resources: According to a memo dated November 9, 1995 from the State Historic Preservation Office (SHPO), there are no known properties of historical, architectural, or archaeological significance which would be affected by the project (Appendix A of the EA). Avoidance, Minimization, and Compensatory Mitigation Despite the minimization strategies employed for the proposed project, the resulting permanent wetland and stream impacts will be 0.07 acres and 109 feet. Consequently, the project will require compensatory mitigation. Avoidance, Minimization, and Mitigation: The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during the planning and NEPA compliance stages; minimization measures were incorporated as part of the project design. According to the Clean Water Act (CWA) §404(b)(1) guidelines, NCDOT must avoid, minimize, and mitigate, in sequential order, impacts to waters of the US. The following is a list of the project's jurisdictional stream avoidance/minimization activities proposed or completed by NCDOT: Page 4 of 6 Avoidance/Minimization: • Limited instream activity • Design Standards for Sensitive Watersheds and the Environmental Sensitive Areas Provision implementation. • Use of 2:1 fill slopes in jurisdictional area. • Use of grass swales (11+00 -Y3 to 21+82 -L-RT & 26+00 to 29+00 -L-RT), a level spreader and preformed scour hole (38+17 -L-RT), and rock weir (22+OS -L-RT) to diffuse water flow and for treatment before it enters the buffer and wetland areas. • No staging of construction equipment or storage of construction supplies will be allowed in wetlands or near surface waters. • Widening on existing alignment. • A 16" water line will be placed under the new reinforced concrete box culvert at Site 2 during the time the box culvert is placed. The box culvert is replacing the existing 66" corrugated metal pipe (CMP). Based on the above considerations, it is determined that there is no practicable alternative to the proposed construction in jurisdictional Waters of the U.S. and that the proposed action includes all practicable methods to avoid and/or minimize jurisdictional wetland impacts that may result from such use. COMPENSATION: The primary emphasis of the compensatory mitigation is to reestablish a condition that would have existed if the project were not built. As previously stated, mitigation is limited to reasonable expenditures and practicable considerations related to highway operation. Mitigation is generally accomplished through a combination of methods designed to replace stream loss as a result of construction of the project. EEP will .assume responsibility for satisfying the federal Clean Water Act compensatory mitigation requirements for NCDOT in accordance with the Memorandum of Agreement (MOA) signed July 22, 2003 by the U.S. Army Corps of Engineers (iJSACE), the North Carolina Department of Environment and Natural Resources (NCDENR) and the NCDOT. Compensatory mitigation to offset unavoidable impacts to waters that are jurisdictional under the federal Clean Water Act will be provided by the EEP. An acceptance letter dated January 4, 2005 from EEP is attached. The offsetting mitigation will derive from an inventory of assets already in existence within the same 8-digit cataloguing unit. The Department has avoided and minimized impacts to jurisdictional resources to the greatest extent possible as described above. The unavoidable impacts to 109 feet of jurisdictional stream and 0.07 acres of riverine wetland will be offset by compensatory mitigation provided by the EEP program. Regulatory Approvals Application is hereby made for the Department of Army Section 404 Nationwide 14 for the above-described activities. We are also hereby requesting a 401 Water Quality Certification and Neuse Buffer Certification from the Division of Water Quality. In compliance with Section 143-215.3D(e) of the NCAC we will. provide $200.00 to act as payment for processing the Section 401 permit application previously noted in this application (see Subject line). We are providing seven copies of this application to the North Carolina Department of Environment and Natural Resources, Division of Water Quality, for their review. Page 5 of 6 A copy of this permit application will be posted on the NCDOT website at: http•//www ncdot.org/doh/preconstruct/ne/. If you have any questions or need additional information please call Ms. Deanna Riffey at (919) 715-1409. Sincerely, r^ f Gregory Thorpe, Ph.D _~ Environmental Management Director, PDEA Cc: W/attachment Mr. John Hennessy, Division of Water Quality (7 copies) Mr. Travis Wilson, NCWRC Mr. Gary Jordan, USFWS Mr. Greg Perfetti, P.E., Structure Design Dr. David Chang, P.E., Hydraulics Mr. Mark Staley, Roadside Environmental Mr. Jon Nance, P.E., Division Engineer Mr. Chris Murray, DEO W/o attachment Mr. David Franklin, USACE, Wilmington Mr. Jay Bennett, P.E., Roadway Design Mr. Omar Sultan, Programming and TIl' Mr. Art McMillan, P.E., Highway Design Mr. Joseph Qubain, PDEA Project Planning Engineer Ms. Beth Harmon, EEP Ms. Laurie P. Smith, CPA, NCDOT, Program Management Page 6 of 6 Office Use Only• Form Version March OS 20060 367 USACE Action ID No. DWQ No. (If any particular item is not applicable to tlus project, please enter "Not appucanie~~ or ..i~i.y .l I. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ® Riparian or Watershed Buffer Rules ^ Section 10 Permit ^ Isolated Wetland Permit from DWQ ® 401 Water Quality Certification ^ Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NW 14 & Neuse Buffer 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ^ 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ^ 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ^ II. Applicant Information Owner/Applicant Information Name: NCDOT Mailing Address: Project Development & Environmental Analysis Branch 1598 Mail Service Center Ralei~ NC 27699-1598 Telephone Number: (919) 733-3141 Fax Number: (919733-3794 E-mail Address: tg horp~dot state nc us 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Company Affiliation: Mailing Address: Telephone Number: Fax Number: E-mail Address: Page 1 of 8 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces,. or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps maybe included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Widenin og f Airport Boulevard (SR 3015) from NC 54 to McCrimmon Parkway 2. T.I.P. Project Number or State Project Number (NCDOT Only): U-3344 A 3. Property Identification Number (Tax PIN): 4. Location County: Wake ~ Nearest Town: Morrisville Subdivision name (include phase/lot number): N/A Directions to site (include road numbers/names, landmarks, etc.): From Raleigh - I-40 West Exit 284 (Airport Blvd) Left on Airport Blvd 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 35° 50' 35" °N 78° 49' 43" °W 6. Property size (acres): .0.61 acres 7. Name of nearest receiving body of water: Unnamed Tributary to Crabtree Creek 8. River Basin: Neuse (Note -this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: SR 3015 is classified as a Major Thoroughfare in the Greater Urban Area Thoroughfare Plan. Page 2 of 8 10. Describe the overall project in detail, including the type of equipment to be used:_(see cover letter) 11. Explain the purpose of the proposed work: Purpose of this project is to improve level of service for the projected traffic volumes IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of .the same T.I.P. project, along with construction schedules. N/A V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. N/A __ VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs maybe included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: (see cover letter Page 3 of 8 E 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-yeaz Floodplain es/no) Distance to Neazest Stream lineaz feet Area of Impact (acres) Site 1 Permanent Riverine No 5 0.07 Total Wetland Impact (acres) 0.07 3. List the total acreage (estimated) of all existing wetlands on the property: 0.09 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. Stream Impact Number (indicate on ma) Stream Name Type of Impact Perennial or Intermittent? Average Stream Width Before Im act Impact Length lineaz feet Area of Impact (acres Site 2 iTT to Crabtree Creek permanent Perennial 10 ft 109 ft 0.04 Total Stream Impact (by length and acreage) 109 ft 0.04 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Site Number indicate on ma Name of Waterbody (if applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. Area of Impact acres N/A Total Open Water Impact (acres) Page 4 of 8 6. List the cumulative im act to all Waters of the U.S. resultin from the ro'ect: Stream Im act (acres): 0.04 Wetland Impact (acres): 0.07 en Water Im act (acres): Total Im act to Waters of the U.S. (acres) 0.11 Total Stream Impact (linear feet): 109 7. Isolated Waters Do any isolated waters exist on the property? ^ Yes ®No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 8. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Current land use in the vicinity of the pond: Size of watershed draining to pond: VII. Impact Justification (Avoidance and Minimization) Expected pond surface area: Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. (see cover letter) VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 lineaz feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when Page 5 of 8 necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that maybe appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o. enr.state.nc.us/ncwetlands/strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, .conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. Mitigation required for wetland and stream impacts - EEP. See cover letter for details. 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): 109 ft Amount of buffer mitigation requested (square .feet): Amount of Riparian wetland mitigation requested (acres): 0.07 ac Amount ofNon-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ® No ^ Page 6 of 8 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ® No ^ X. 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ® No ^ Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be cleazly identifiable on the accompanying site plan.. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ® No ^ 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (s uare feet) Multiplier Required Miti ation 1 10,462 3 (2 for Catawba) Allowable 2 6,732 1.5 Allowable Total 17,194 Allowable * Zone 1 extends out 30 feet perpendiculaz from the top of the neaz bank of channel; Zone 2 extends an additiona120 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or .0260. No mitigation is required. Buffer impacts resulting from road crossin>;s of streams are either exempt or allowable if thev impact equal to or less than 40 ft and allowable if the~mpact greater than 401inear feet but equal to or less than 1501inear feet or one-third acre if riparian buffer. Impacts at Site 1 are 0.09 acres (35 ft) -exempt and at Site 2 impacts are 0.31 acres (120 ft) -allowable. Page 7 of 8 XI. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. N/A XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or dischazge) of wastewater generated from the proposed project, or available capacity of the subject facility. N/A XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ^ No Is this an after-the-fact permit application? Yes ^ No XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact neazby downstream water quality? Yes ^ No If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: See Indirect and Cumulative Effects Assessment Report XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). N/A ~~ ~~~~~~ Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 8 of 8 Y ~Eco stem , ~~~ ~~ i. PROGRAM January 4, 2005 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, NC 27699-1548 Dear Dr. 'Thorpe: Subject: EEP Mitigation Acceptance Letter: JA 5 0 5 DIVISION OF HIGHWAYS PD;EA-OFFICE OF NATURAL ENViR4NMENi U-3344A, SR 3015 (Airport Boulevard) Widening, Wake County The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide stream mitigation for the subject project. Based on the information supplied by you in a letter dated December 29, 2004, the impacts are located in CU 03020201 of the Neuse River Basin in the Central Piedmont (CP) Eco-Region, and are as follows: Riverine Wetland Impacts: 0.07 acre Stream Impacts: 109 feet (Warm) As stated in your letter, the subject project is listed in Exhibit 2 of the Memorandum of Agreement among the North Carolina Department of Environment and Natural Resources, the North Carolina Department of Transportation, and the U. S. Army Corps of Engineers, Wilmington District dated July 22, 2003. The mitigation for the subject project will be provided in accordance with this agreement. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-715-1929. Sincerely, ~~ i iam D. Gilmore, P.E. EEP Director cc: Mr. Eric Alsmeyer, USAGE-Raleigh Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit File: U-3344A ~.'c~SfUIr~LC9... ~ 1' ...~ ~L~. ~ ©~~ ~~(,t%1~~.,' .%i %..`~L~:i~~s ~~~~''' ~r~2 NCDENR J North Carolina Ecosystem Enhancement Program,165Z Mail Service Center, Raleigh, NC 21699-1652 / 919-115-0416 / www.nceep.net 1002 1837 8 \ _-I ~ ~ a I ~'~ ENd ,--_ - ~ _ ~ ~ 113o1e '`•, PRO~IECT "~'~~ 1837 \\ i cm MIT i~--~ ; ~~ _ \\~ _ BEG N '••, m r ~, -- ~~ ~\~ -~ PRO ECT '--, Q ` ,~•" LAKE ~~' ~ i ;; ~ MORRI ~/ILLE ~' ~ CRABTREE DIVISION OF HIGHWAYS ~ y ~ ~ ~ ~ ~ ~ ~ WAgE COUNTY ~/ PROJECT: 9.8051709 (U-33~~A) MORRISVILLE - SR 3015 (AIRPORT BLVD.) FROM NC 5~ TO M~CRIMMON PARgWAY SHEET I OF v 9,6 ~ / 02 i ` ~D \ 4 i ~ L `_~ m i i ~ ~ ~ ~ ina d (~ sl/~~` ~'~ ~ ~ ''.'] L_ 1635 ~_~ ~ ~ \ .~ I PkYVy ` J MORRI$GIL.IE~ ~ , /~cq uM - ', I ~ ~ ~,'~`c IT I r~ . s I `mss \ ---- NORTH CAROLINA ~ ~ ~ o o N ~ V! ~ ~ o ~ ~°o ~ N ~ ~ V O iS W 1 ~ ~ ®x ~ w ~ O ~ ~ A ~'~ F o v ~ ~ ~ M ~ ~ o fj O 0. H a o a x~~ ~ N M ~ a a a ~~z ; ~ U ~~V1 a CQ r4 rG 0 ~ ~ °' ~ ~ ~ ~ J m ~ J J r O M N W H N G O ~ ~(LL~~J1 n ' 17 a Qy M071Q1~~'A a it ,~ G~~' O W C • ~ d O p ~ {{ _ W F ~ H \ ~ ~ °f F~~ a0~31a \ \ Z ~ \ \ ~ 1 n \ ~m '~ ~°~ ~ ~ (•~` ' ss J,~, \\ \\ \~ \\ \ ~ry~ W o,~ 7k' 9' W ~~~~ ~~~ 1 ~1 ~1U~®~ DIVISION OF HIGHWAYS WAgE COUNTY PROJECT: 9.8051709 (U-33~4A) MORRISVILLE - SR 3015 (AIRPORT BLVD.) FROM NC 5~d TO M~CRIMMON PARgWAY SHEET 3 OF V 9~~/02 r --WLB WETLAND BOUNDARY PROPOSED BRIDGE WETLAND PROPOSED BOX CULVERT L PROPOSED PIPE CULVERT 12'-48' PERMANENT IMPACTS ZONE I PIPES (DASHED LINES DENOTE EXISTNG STRUCTURES) 54' PIPES ® PERMANENT IMPACTS ZONE 2 & ABOVE TEMPORARY IMPACTS ~^-' SINGLE TREE WOODS LINE - BZ ~ RIPARIAN BUFFER ZONE DRAINAGE INLET - BZ1 - RIPARIAN BUFFER ZONE 1 30 f t (9.2m) -`~- ROOTWAD - BZ2 - RIPARIAN BUFFER ZONE 2 20 f t (6.1m) FLOW DIRECTION RIP RAP T~~ TOP OF BANK - WE -- EDGE OF WATER 5 ADJACENT PROPERTY OWNER --- OR PARCEL NUMBER IF AVAILABLE __ ~ _- PROP. LIMIT OF CUT -- F -- PROP. LIMIT OF FILL PREFORMED SCOUR HOLE ---~- PROP. RIGHT OF WAY ---NG--- NATURAL GROUND ---P~--- PROPERTY LINE -TDE- TEMP. DRAINAGE EASEMENT -PDE- PERMANENT DRAINAGE EASEMENT --EAB-- EXIST. ENDANGERED ANIMAL BOUNDARY --EPB-- EXIST. ENDANGERED PLANT BOUNDARY _~-_-~-_ WATER SURFACE XX xXX x X LIVE STAKES ~ 4~~®~ BOULDER DIVISION OF HIGHWAYS --- CORE FIBER ROLLS WAgE COUNTY PROJECT: 9.80517091 <U-33~~A) DITCH / SWALE MORRISVILLE - SR 3015 (AIRPORT BLVD.) FROM NC 5~ TO M~CRIMMON I?ARgWAY SHEET OF ~ 9./ ~d ~ 02 1 ~~ ~ ;~ REMOVE 2GI CO~C REMOVE 2GI COLLAR & EXTEND 24' ~~~ COLLAR & EXTEND IS' ~ \ ~~ /c~~ `, / 2 y ,rte ~ ~ BST • • . • ~ I ~ IP R-~REM04 RCP I •~ EXISTING ~ o I II ~S ~ EXISTING R/W ----~ DWL CONC F PII ®zcl-A ~ 2• F pA ~ -~____ ___~ _-_ -GRATE DI'S~- i ~~ _ 2-DL'S REMOVE -~ _ - l 5 2q C~ _` ~' }~_ = i gIRP Q ~_~'~RETAIN CB 15' CB C IREMOVE B~ ~p• II IIII II~24' coNC _~_ 22+00 23+0 I____--- -I~- II-~-- ~ I I sr ,. ~_ _ _ --U-_iLll__ I -- ~ MOVE -~ -'- -I•I-c~Q~ -~-'~IEXISTIN~ ~~ REMOVE F I cB ,~ 24• ~ ~ 4Rco ~ , _ ~ 3~' DR ~~• ~ i ~ ~ i A ~ ~ ~~ ~ ~ ~~`• ~ ~ ~ ~ ~ ~ ~ ~ E ~ ~~ 1 R N O ~~ ` LATEpITCH ASE \p ~~ 0~ \ R ~~ R ~ ~ ~~ ~ ~ ~ D I ~~ ' •RIP RAP `~° ERM \~'~ I I / CLEARING LIMIT FOR \•, ~ BERM CONSTRUCTION I \ \ ~ DETAIL E \ ~ RIP RAP BERM \. ~ t Nor ro Scole) ~ B TOP ELEV. • S78 fr. ~o \ \ ~ w/AFLTER~fAe~ e = 2.o Ft. ~ 22+05 -L- RT `~ ~ ~ EST. 25 TONS CLASS 'B' \. ~ EST. 50 SY F.F. ~T DIVISION OF HIGHWAYS ~~ 1L ~ ~L WAgE COUNTY PROJECT: 9.8051709 (U-33~IA) MORRISVILLE - SR 3015 (AIRPORT ~~~~(~~° BLVD.> FROM NC 5~ TO ~~~~~ ¶ 9s = ~®y M~CRIMMON PARgWARe. 11%0 `L.. ~L SHEET ~ OF ~ R~ 1 f 3l 03 l w m F~ 37+00 _L _ ~- J 4 X66" CMP I~REMOVE :~~ 8 ~~ JB _ - ~~ 18~~- / FSH ` ~~5.4Z' '~~ LEVEL SPREADER i ~t Qp = 6.7 CFS L = 88' ~ INV. = 323.0 ~ S=0% / J w O W ~ ~ ~ ~ O. ONLY CLEAR WHATmIS REQUIRED TO CONSTRUCT LEVEL SPREADER PDE f X~ ~~~1V ~V ~~ 1'W ~~~~ ~~~~~~ ~~~~~~~ ~~ ~ ~1Ls ¶ 99 ~®9 \ ~ ~-~ + 4 c~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ,, ,, ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~X~ ~~ ~~ ~~~®~ X DIVISION OF HIGHWAYS WAgE COUNTY PROJECT: 9.8051709 (U-33~~A) MORRISVILLE - SR 3015 (AIRPORT BLVD.) FROM NC 5~ TO MoCRIMMON PARgWAY Re. 2/16/05 Re. 8l19/0~ SHEET ~ OF S 12! 18! 02 1 _ _ ~ ~~r MTV ,~r~ _ ~ Cq NOP y t~.3 B ,~ ,' ` J i i ~ i ~ i ~ 1$WFp E ~-~ 10'GR~ I E 30' SANITARY i WER EASEMENT - ~ ~- T _ _ _ -REMOVE n, ~5L \ EXISTING R/W CB I ' ~- ~ ~ - ~. ~ ~- ~- i __ SR 3015 A/RPORT BLVD. 4O +OO 15' ~- REMOVE O CB ® - -t- -~ -r-24' CONC ~~®~~~ JL 11 ®~l~l ~~~ NAMES AND ADDRESSES P.O. BOX 4128 1 DOVE ASSOCIATES IV LLC CARP, NC 27519-4128 1381 gILDAIRE FARM RD., STE. 281 2 FANELLI, THOMAS 8z BARBARA CARP, NC 27511-5525 PARCEL NO HOLLOWELL, EDWARD E. 3 8c TRUSTEES FOR DOVE IVESTMENT ASSOCIATES, LLC 4 FRITZ, ROBERT & JULIE 5 WATgINS, RANDY W. NAMES P.O. BOX 4128 CARP, NC 27519-4128 17 STREAMVIEW CT. DURHAM, NC 27713 ADDRESSES 508 AIRPORT BLVD. MORRISVILLE, NC 27560-9187 ~~~®~ DIVISION OF HIGHWAYS WAgE COUNTY PROJECT: 9.8051709 (U-3344A) MORRISVILLE - SR 3015 (AIRPORT BLVD.> FROM NC 54 TO M~CRIMMON PARgWAY SHEET ~ OF (J 9 / 4 / 02 o ~ a vo ~ ~~Q o ~ a-} l r i } ~ a ~ N O $ ~ Z~~ ~>O o~Z o ~ ~p ~ ~ON~ ~ W p WZY~WU. OOQ J,-.DNS !-cn~V>~U~° W> WN~~a 00 o~m~~ U nom. O Z ~ w z ~ O~ w~ W W ~ Q m d W a ~ W p N 0 Q o~ v ~ W J O CO N ~ Z ~ O O Z `~ O " N J C7 ~ Q O ... ~ ~ ~ ~ ~ J • ~ U CD ? N W .-. ~ N ~ d > Z x ao ~ m N ~ ~ ~ ~~//~~ V J Q O N N ~ / r W Z ~ O ~ O V ~ N Q A A 1.1. J J Q a ~ ~ lJ.l W a ~ a LL ~ ~ ~ oz m ao ~ x x ~~ U O Z ~ °v n O + ~ F ~ N N F y LL J N J N U N ~ W a m ~ ~y a ~~ ~ ~ O Q Z F" r N F'- 0 U1 ~"~ ~ y ji I ~ ~ I ~l~i `^ ~ I, ly I I d~ Perk Dr I\~` 4 ~ li. i- er j `. ~-- -1m C ~ ~ ^}~(IRS d ~ 1 1 ~ ~ -'~ 17~T6-- - - )~ ~~ `~ AO ~ ~ 1002 1837 s ~ __1 C•~ • aI ~ ENd , ~_ -- j ~ 3015 ~~ r= •`•i PROIIECT Q ~~~~ - = ~ • I .~ I ~ 1837 \ ~~~ i _ ~ _ cITY MIT {_ _~ ~ \ ~ ; ~ ~ -~ ~ ~t~ + I '•~ ~~~ ~~~ - BEG N PRO ECT ---7 ~~ :o° '' - rQ ~~ I ~ ~ _~ LAKE i:~ >~ ~ ORRI ~/ILLE ;' CRABTREE I1 ~ ~ i r ~ ~~ I a ~ C ~ i~fe ~-:' ~ ~• -- - ~ --- ' ~~~®~ DIVISION OF HIGHWAYS ~ y ~ ~-v ~ ~ ~ ~ ~ ~ WAgE COUNTY ~/ (~ PROJECT: 9.8051709 (U-33~~A) MORRISVILLE - SR 3015 (AIRPORT BLVD.> FROM NC 54 TO M~CRIMMON PARgWAY SHEET ~ OF U 9 / ~ / 02 i1 J ~ ~~J~-1 L_ 1635 ~ I _- _yJ(' i ~ I runmo ~j MORRISGILLE~ f '•, ~~c ~' ~ ~ I Pkwy. ~ t i I UMIT ~ ~~ I ~ -s. I I r/ •~ I ~ ___ ~, NORTH CAROLINA er 0 ~ ® , a x x , H c ~ ~ M ~ ~ H a o a a ~ ~ ° x H ~ z ~ ~ ~ a ~ ~ ~, w v ~ ~ ~ z -d o ~ a w ~3 ° ,; O a ~ ~ c o x ~ ~ o ~ U ~ w o 0 w ~ ~ k~ ,,,~~ n~'o w i '*' 9° W ~~~~ ~~~ ~`l~! ]1~1Ls ~99 ~®®®9 ~~~® ~L DIVISION OF HIGHWAYS I WAgE COUNTY PROJECT: 9.8051709 (U-33~4A) MORRISVILLE - SR 3015 (AIRPORT BLVD.) FROM NC 5~4 TO McCRIMMON PARgWAY SHEET ~ OF $ _ 9/x/02 -~JLB WETLAND BOUNDARY WETLAND L ® DENOTES FILL IN WETLAND ® DENOTES FILL IN ~ ~ FLOW DIRECTION TB ~- TOP OF BANK ---- WE EDGE OF WATER ----~--- PROP. LIMIT OF CUT ---~ -- PROP. LIMIT OF FILL -~ PROP. RIGHT OF WAY --- NG--- NATURAL GROUND ---P~--- PROPERTY LINE -TDE- TEMP. DRAINAGE EASEMENT -PDE- PERMANENT DRAINAGE EASEMENT --EAB-- EXIST. ENDANGERED ANIMAL BOUNDARY --EPB-- EXIST. ENDANGERED PLANT BOUNDARY -----~-----------• WATER S U R F A C E x x x x x LIVE STAKES x x x BOULDER --- CORE FIBER ROLLS PROPOSED BRIDGE PROPOSED BOX CULVERT PROPOSED PIPE CULVERT 12'-48' (DASHED LINES DENOTE PIPES EXISTNG STRUCTURES) 54' PIPES & ABOVE SINGLE TREE ._ .. .. -- WOODS LINE DRAINAGE INLET ROOTWAD RIP RAP 5 ADJACENT PROPERTY OWNER OR PARCEL NUMBER IF AVAILABLE PREFORMED SCOUR HOLE LEVEL SPREADER (L S) ~R SS SWALE ~~~®~ DIVISION OF HIGHWAYS WAgE COUNTY PROJECT: 9.8051709 (U-3344A) MORRISVILLE - SR 3015 (AIRPORT BLVD.) FROM NC 54 TO M~CRIMMON PARgWAY SHEET ~{ OF 9/4/02 SURFACE WATER ® DENOTES FILL IN SURFACE WATER (POND) ® DENOTES TEMPORARY FILL IN WETLAND ® DENOTES EXCAVATION IN WETLAND ® DENOTES TEMPORARY FILL IN SURFACE WATER • ~- DENOTES MECHANIZED •~ w~` _ * • CLEARING ~ ~ - _ w ~ ~ 6 NG CO ,~ / oZ, y ~~ _/ ~~~ II j ~ ~ ~ • • • - - ~ ~ ~ ~ BST / REMOVE 4GI zll ~ ~ ~ 1P R~ 24' RCP ' EXISTING ~ oll S O EXISTING R/W ~ DWL CONC F - PII ®2GI-a -~ 2• F /8• ~ _ SP. DET. ~ ~ _ _ APC _--_.__ _ ,__._ _-_ -GRATE DI'S_~ ~. 2-DI'S REMOVE - _ _ - ~ 5 q CON REMOVE 2G1 REMOVE 2G1 COLLAR & EXTEND 24' COLLAR & EXTEND 15' ~ \ --- - C 2 A~RPpR 3o~~Erarw Cs 15' CB C IREMOVE RT g~ ~ p~l~ II I I~ 4' coNC _ _ 22+00 23+0 I= .., - 112 ~ _~ . -~-- ~-- ~ I I sr ~~_ ~_ _ I -~I~ - ''- _ "-- -~}-°~~ ~ExISTiN~ // REMOVE F ~ ~ q' C0 ' ~ , _cB / ~ 3~' DR r- ~ ,a " ~ * " ~ ' ~ EMOVE ~,~ ~ Q ~ r / ~" ~ ., ~O P // ~ y l \`, `K ~ LATERITCH ASE \p \~ D Q~ \ , D ~ • •RIP R. ERf• CLEARING LIMIT FOR BERM CONSTRUCTION DETAIL E RIP RAP BERM , l NOt to Sctlel B i0P ELEV.= 778 fi. o~~ * CLASS '8' RP RAP g . Q,0 Ft. W/ FLTER FABRIC 22+05 -L- RT EST. 25 TONS CLASS 'B' EST. 50 SY F.F. ~~1 ]ll ~1 ~~JLJ~ ~~~~ ~~~~~~~~ ~~~~~~ ~~~~~ ~99 = ~®9 J, VE I -FY CLASS I E- ~ ~ / R1P RAP ~ ~ ~. : ~ r 2 / \ P~~ , , ~ ~ I \'. : \\ I ~~ ~, \ ~ ~` \SN`~~eUS ~ ~~ ~ \ ~ ~T 1 ~ ~~®~ DIVISION OF HIGHWAYS WAgE COUNTY PROJECT: 9.8051709 (U-33~4A) MORRISVILLE - SR 3015 (AIRPORT BLVD) FROM NC 5~ TO M~CRIMMON PARgWAY Re. 12 / 0~ Re. 11 / 0~ SHEET 5 OF ~ 1/13/03 . , ~, ~ TDE .' N F- ~ I' ~ ~ CLASS 'I' RIP• AP ~ W 0 ~ + ~ ~ ~ ~ ~ ~ ,. w ~ LL M ~ • GUY m _ _-- -- F . ~ RIP r /LT -- 37+00 _~_ 8x8 RCBC 18' • ~ I8' B I W J W LJ.I ~ F ~ ~ ~ ~ v m• X66' CMP ~~REMOVE 3' INC ---• 18' CLASS 'I' RIP RAP 1 - ~ ~ _ ~r ~ _ `~.,. MTL B ~ ~~ '~ ti.3 / _ _ CANOPY i i i ~ i ~ i ~ ISWFp E ~ ~ fo' GR ~ 1 ~ 30' SANI~ARY~ WER EASEMENT E - REMOVE _ MOVE SR 3015 AIRPORT BLVD. ~ ~MOV~ g E-- 18' 1.]. \ 1 JB _ E- Is_ ~ F S ~-~ + ~~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ \ ~ \ ~ i.Ct~S LEVEL SPREADER ~ ~~ ,n QnL 6.88CFS ~ INS = 0% .O "~ 4 /I / ~ J ~ Q Q ~ ~ a. m ONLY CLEAR WHAT IS REQUIRED TO CONSTRUCT LEVEL SPREADER f PDE f X~ X ~~~~ ~~~~~~ ~~~~~~r~ ~~171~1Ls ~99 = 4Y®9 \ ~ 5 ~\ ,, ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~X~ ~~ ~~ 1 ~~~®~ X DIVISION OF HIGHWAYS WAgE COUNTY PROJECT:9.8051709 (U-33~~A) MORRISVILLE - SR 3015 (AIRPORT BLVD.) FROM NC 5~ TO MoCRIMMON PARgWAY Re. 2/16/05 Re. 8/19/0 SHEET OF ~ 12/18/02 PARCEL ~~®~~~ 1L 11 ®i'1' ~~~~ NAMES AND ADDRESSES NO. NAMES ADDRESSES P.O. BOX 4128 1 DOVE ASSOCIATES IV LLC CARP, NC 27519-4128 1381 gILDAIRE FARM RD., STE. 281 2 FANELLI, THOMAS & BARBARA CARP, NC 27511-5525 HOLLOWELL, EDWARD E. P.O. BOX 4128 3 & TRUSTEES FOR DOVE IVESTMENT CARP, NC 27519-4128 ASSOCIATES, LLC 17 STREAMVIEW CT. 4 FRITZ, ROBERT 8z JULIE DURHAM, NC 27713 508 AIRPORT BLVD. 5 WATgINS, RANDY W. MORRISVILLE, NC 27560-9187 ~~~®~ DIVISION OF HIGHWAYS WAgE COUNTY PROJECT: 9.8051709 (U-3344A) MORRISVILLE - SR 3015 (AIRPORT BLVD.) FROM NC 54 TO M~CRIMMON PARgWAY SHEET ~ ~ OF Q 9 / 4 / 02 N O ~ Ix a d mR"~Q ~¢`~x x ~ ¢ c~zg~z o ~ x ~°~z n F~ ~~~~~~ V Q¢~ ~ ~~ O ~ 3W5 ~ ~ ~ P A o~~~ ~ a~ O N 1~ m .$ C 8 LL ~ ~ m ~ y ~ ~ o z~~ ~~m C ~ O o O (0 fn ( a W U ~ LL a i v i ~ o ` ~ ~ o~ o =a ~„ lL Q ~ ~ ~ C .~. ~ ~ ~ N = Z .~ i O O i V Q ' ° = ~ _ _ N ~ ~ ~ C C ~ N ~ ~ _ ~ O ~ ~ d U ~ o W ~ `'' a C N ~ Z ~;~ ~ ~ g 0 w ~3 0 W c N LL ~ amp ~3 o ~~ M N ~ O O lL O O m ~ U ~ ~ 2 m ~ N N X ~ ~ N (00 t t N f~ Q N Q v ~ M + N ~' M J J J Z e- N SUBJECT: Stormwater Management Plan for U-3344A, Wake County. Widening SR 3015 (Airport Boulevard) from NC 54 to McCrimmon Parkway. ROADWAY DESCRIPTION: The U-3344A project goal is to complete the widening for SR 3015 (Airport Boulevard) to a five lane, curb and gutter section from McCrimmon Parkway to NC 55. This will provide a continuous five lane section from I-40 to NC 55. The length of the project is 0.62 miles. There are two existing stream crossings on the project. The first is a 5' stream section between a 28" x 32" arched CMP and a 48" CMP. The second crossing is at a 66" CMP in place to convey the water through the roadway embankment. This pipe is proposed to be removed and replaced with a box culvert. ENVIRONMENTAL DESCRIPTION: The two stream crossings on the project are both within the Neuse River Basin. The first is a 5' stream section between two existing pipes. Since less than 40 linear feet of buffer will be impacted, this crossing is exempt. The second is an unnamed tributary to Crabtree Creek. The tributary is not currently listed on the DENR stream classification list, but Crabtree Creek, at the mouth of the tributary, is classified as Class C-NSW (aquatic life, secondary recreation, and nutrient sensitive waters). There is one wetland area within the project vicinity with a total impact of 0.07 Ac. Also, the proposed widening will impact 109 feet of perenhial stream and 0.39 Ac. of riparian buffer. BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES: Best Management Practices (BMP's) utilized on this project consist of Grassed Swales and Level Spreaders. The following summarizes the location of each BMP: Grassed Swale: Station 11+00 -Y3- to 20+50 -L- Right, Length = 170 ft. Station 26+00 to 29+00 -L- Right, Length = 300 ft. Level Spreader: Station 38+17 -L- Right, Length = 88 ft. Major Structures: Station 37+40 -L- (Unnamed Tributary to Crabtree Creek), the existing 66" CMP is proposed to be replaced with a single 8' x 8' Reinforced Concrete Box Culvert. The proposed culvert will be buried 1.0 foot below the stream bed to promote passage for aquatic life. June 11, 2002 Subject: Draft Minutes Interagency Hydraulic Design Review Meeting on June 11, 2002, for U-3344A, Wake County to discuss 401 and Buffer Issues. Participants: David Chang - NCDOT Hydraulics John Hennessy - NCDWQ Marshall Clawson - NCDOT Hydraulics Anne Hunt - NCDOT Hydraulics There were only two possible buffer areas. 1. Station 23+25: This site is shown on the soils map as a stream but is now encased in a pipe system with a 10' stream between pipes. Marshall Clawson described the proposed drainage system and showed the swale provided to supply treatment. John Hennessy requested the 50' buffer outside the 10' gap be preserved and the length of the swale be adequate for treatment. 2. Station 37+50: This site has an existing 72" pipe to be replaced with an 8' x 8' box culvert. Marshall Clawson presented the drainage design and concrete level spreader provided for treahnent. John Hennessy commented on the excellence of the design. June 20, 2002 Subject: Draft Minutes Interagency Hydraulic Design 4B Review Meeting on June 20, 2002, for U-3344A, Wake County. Team Members: Eric Alsmeyer - USACE (Present) John Hennessy - NCDWQ (Present) David Cox - NCWRC (*Absent) Participants: David Chang - NCDOT Hydraulics Jenny Fleming -Barbara H. Mulkey Engineering Heather Montague - NCDOT PDEA Marshall Clawson - NCDOT Hydraulics Anne Hunt - NCDOT Hydraulics * David could not attend due to a schedule conflict but did provide a set of half size plans with comments. Comments reviewed and included in minutes. T'he meeting began with Marshall Clawson giving a brief description of the project. The project is the A section of the widening of a four lane shoulder section to a five lane curb and gutter which abuts to the constructed B section of five lane curb and gutter. Two sites were discussed. 1. Station 23+25: This site is shown on the soils map as a stream but is now encased in a pipe system with a 7.5' stream between pipes. A rock check dam used during the construction of an industrial area was not removed after construction and created a wetland. Various discussions about the swale through the wetland were conducted. It was decided that the swale was allowed with a rock weir to be constructed at the elevation of 338 outside of sewer system easement. Only the wetlands downstream of the constructed rock weir are to be counted as impacted. 2. Station 37+50: This site has an existing 72" pipe to be replaced with an 8' x 8' box culvert. Marshall Clawson presented the drainage design and concrete level spreader provided for treatment. It was decided to contain the buffer adjacent to the level spreader inside the PDE. Subject: Minutes from Interagency Permit Review Meeting on October 17, 2002 for U-3344A (Airport Boulevard Widening), Wake County Participants: Anne Gamber, NCDOT Hydraulics David Chang, NCDOT Hydraulics Galen Cail, NCDOT Hydraulics *Zak Hamidi NCDOT Design Services Team Members: John Hennessy, NCDWQ (present) David Cox, NCWRC (present) Eric Alsmeyer, USACE (present) Chris Militscher, EPA (absent) Howard Hall, USFWS (absent) Heather Montague, NCDOT PD&EA *Zak was present at the meeting until it was determined there were no alignment issues. The meeting began with Anne giving an overview of the project. 1) Buffer Limits: John brought up that the buffer limits were not shown correctly at the inlet and outlets of drainage structures. The correction will show more area of buffer, but as John noted, would not have any effect on mitigation since impacts are exempt. Show quantity on the summary sheet as "Allowable". 2) Proposed Berm at Buffer: John questioned why there was not a proposed Swale. coming to berm. Anne informed there is a natural swale that transports drainage to the berm. It was mentioned that the berm was requested by John at the Hydraulic Design Review Meeting on June 20, 2002. Morrisville Airport Boulevard (SR 3015) Widening From NC 54 to McCrimmon Parkway Wake County State Project No. 9.8051709 TIP U-3344A INDIRECT AND CUMULATIVE EFFECTS ASSESSMENT Prepared for: North Carolina Department of Transportation v A Prepared By: URS Corporation North Carolina 1600 Perimeter Park Drive Morrisville, North Carolina 27560 January 2005 a. TABLE OF CONTENTS Executive Summary ..............................................................................................1 1.0 Introduction .............................................................................................. ..4 2.0 Project Description and Background ........................................................ ..5 2.1 Description ............................................................................................ ..5 2.2 Need for Action ..................................................................................... ..5 3.0 Eight Step ICE Assessment Process ....................................................... ..5 3.1 Step 1 -Study Area Boundaries .......................................................... ..6 3.1.1 Overview/Background ................................................................... ..6 3.1.2 ICE Study Area Delineation ........................................................... ..9 3.2 Step 2 -Study Area Characteristics, Directions, and Goals ................. 11 3.2.1 Overview ....................................................................................... 11 3.2.2 Population, Development, and Employment .................................. 11 3.2.3 Zoning, Land Use, and Transportation Planning ........................... 14 3.2.4 River Basin Overview/Water Quality Plans and Programs ............ 18 3.2.5 Transportation System Characteristics and Trends ....................... 28 3.3 Step 3 -Notable Environmental Features Inventory ............................ 33 3.3.1 Overview ....................................................................................... 33 3.3.2 Ecosystem Conditions ................................................................... 33 3.3.3 Socioeconomic Conditions ............................................................ 34 3.3.4 Notable Features Inventory Summary ........................................... 35 3.4 Step 4 -Impact-Causing Activities ....................................................... 36 3.5 Step 5 -Potential Indirect/Cumulative Impacts .................................... 37 3.5.1 Overview ....................................................................................... 37 3.5.2 Encroachment -Alteration Effects ................................................ 37 3.5.3 Potential Ecological Effects ........................................................... 37 3.5.4 Potential Socioeconomic Effects ................................................... 37 3.5.5 Potential Induced Growth Effects .................................................. 38 3.5.6 Land Development ........................................................................ 38 3.5.7 Complementary Land Development .............................................. 39 3.5.8 Intraregional Location Decisions ................................................... 39 3.5.9 Project Evaluation Context ............................................................ 39 3.6 Step 6 - Indirect/Cumulative Effects Analysis ...................................... 43 3.6.1 Overview ....................................................................................... 43 3.6.2 Future Conditions /Induced Development Analysis ....................... 43 3.7 Step 7 -Analysis Results Evaluation ................................................... 45 3.7.1 Overview ....................................................................................... 45 3.7.2 GIS Land Use Analysis .................................................................. 45 3.7.3 Conclusions ................................................................................... 47 3.8 Step 8 -Assessing the Consequences/Mitigation Development.......... 48 3.8.1 Mitigation Techniques for Encroachment-Alteration Effects .......... 48 3.8.2 Mitigation Techniques for Induced Growth .................................... 48 3.8.3 Techniques Available to the NCDOT ............................................. 48 3.8.4 Techniques Available to Other Entities .......................................... 48 3.8.5 Mitigation Techniques for Effects Related to Induced Growth ....... 50 3.8.6 Techniques Available to NCDOT ................................................... 50 U-3344A Airport Boulevard Widening ICE 3.8.7 Techniques Available to Other Entities ..........................................51 3.8.8 Techniques for Systems Planning Stage .......................................51 LIST OF TABLES Table 1: Population Trends .................................................................................11 Table 2: Population Projections ..........................................................................12 Table 3: Major Employers in the Triangle Region ...............................................13 Table 4: Employment Projections .......................................................................14 Table 5: Subbasin 03-04-02 ................................................................................24 Table 6: Surface Water Classifications for Bodies of Water within the ICE Project Study Area ................................................................................................... 25 Table 7: Capacity Analysis and Levels of Service (Peak Hours) ........................30 Table 8: Morrisville Vicinity Transportation Projects ............................................31 Table 9: Vulnerable Elements of the Population .................................................35 Table 10: Direct and Possible Indirect Effects of the Airport Blvd Widening .......40 Table 11: Examples of Cumulative Effects .........................................................41 Table 12: Evaluation Matrix ................................................................................42 Table 13: Overview of Direct, Indirect, and Cumulative Effects ..........................43 LIST OF FIGURES Figure 1: Geographic Location Figure 2: Study Area Figure 3: Office Land Use Figure 4: Industrial Land Use Figure 5: Retail Land Use Figure 6: Residential Land Use Figure 7: Current Land Use Map Figure 8: Water Basin Geographic Location Figure 9: Watershed Features Figure 10: TIP Map Figure 11: Population Projections Figure 12: Employment Projections Figure 13: Future Land Use Map BIBLIOGRAPHY . Bibliography APPENDIX APPENDIX A: Correspondences/Questionnaires APPENDIX B: Check Lists U-3344A Airport Boulevard Widening ICE ii Executive Summary The purpose of this document to the extent reasonable and practical is to assess the potential indirect and cumulative effects (ICE) that may' result from the incremental effects of the proposed Airport Boulevard Widening Project (TIP U-3344A), from McCrimmon Parkway to NC 54, and other past, present, and future development activities in the same geographic region. The assessment of indirect and cumulative effects is identified as a requirement under the National Environmental Policy Act (NEPA) of 1969, the North Carolina Environmental Policy Act (SEPA), and the Council on Environmental Quality (CEQ) regulations implementing NEPA. This document applies the North Carolina Department of Transportation (NCDOT) Eight Step ICE Assessment Process to the proposed Airport Boulevard Widening Project. Airport Boulevard (SR 3015) is a heavily traveled north-south corridor providing connectivity between NC 54 at the south and Interstate 40 (I-40) and the Raleigh- Durham International Airport (RDU) at the north. From NC 54 to McCrimmon Parkway, Airport Boulevard is a rural two-lane roadway and from McCrimmon Parkway to I-40, it is an urban five-lane curb and gutter roadway. The reduction in travel lanes at McCrimmon Parkway contributes to congestion in the southbound direction during peak commuter travel times. With anticipated growth in this region, improvements to Airport Boulevard will be an important part of the future transportation network in the region, which will include the McCrimmon Parkway Extension and the Raleigh Outer Loop (I-540). The cumulative effects of this project and other past, present, and future transportation projects will have an impact on land development, travel patterns, and water resources. The project will improve the level of service and provide adequate capacity for the increasing volumes of motorists using Airport Boulevard. The 2000 ADT for the project corridor was 9,500. By 2025, the projected ADT is 24,200. Increasing capacity will create a safer and more efficient road that will directly benefit commuters who work along the route or who rely on it to reach other major employment centers in the Research Triangle Park and nearby communities. Completion of the project will fulfill local, county, and state planning objectives. Alteration of the behavior and functioning of the affected environment caused by project encroachment can be characterized into two broad categories: socioeconomic and ecological. A summary analysis of indirect and cumulative effects attributed to the proposed project is provided below. Socioeconomic Effects -Socioeconomic effects of transportation projects are the result of changes in the physical nature of a community. These physical changes can cause indirect/cumulative effects that can be magnified by the cumulative impacts of other actions. Possible socioeconomic effects of the project include alterations to: Population Trends -The study area's population is expected to remain relatively flat through 2020, while the employment levels are expected to grow at a steady rate. This is because the area is considered an employment center and contains only a small amount of housing. However, with the development of more mass transit opportunities and as land becomes scarcer the population is expected to rise as future plans for high-density mixed use developments are realized. U-3344A Airport Boulevard Widening ICE Land Use/Development -The study area contains a variety of land uses, which include offices/institutional, industrial, retail, and residential. The office uses are mainly concentrated on the northwest side of Airport Boulevard in planned office parks. Industrial sites are predominately located on the southeast side of Airport Boulevard. Retail sites are scattered throughout the study area, but are clustered around key intersections. The majority of the housing sites are scattered intermittently along the corridor. Most of the remaining housing units are remnants from the area before the extensive office, industrial, and retail development. The Morrisville Land Use Plan takes into account the community's principles and goals in guiding future development. In the study area, numerous developments have taken place in recent years that serve as indicators as to how the undeveloped vacant parcels in the areas designated for office space, industrial, and retail uses will be built out. In addition, new residential developments are expected in the future that will likely be part of high density, mixed use projects. These future land uses are highly probable based on the existing land uses, proximity to Interstate 40, the future Western Wake County Expressway (I-540), RDU, Triangle Transit Authority light rail system, and expected employment growth in the region. In addition, extensions of McCrimmon Parkway and Airport Boulevard will improve access to the area, increasing its attractiveness for development. Travel patterns -The project will improve the overall flow of traffic between several existing and planned thoroughfares in Morrisville, including Airport Boulevard, NC 54, and McCrimmon Parkway to I-40 and the Raleigh-Durham International Airport. Ecological Effects -Ecological effects of transportation projects are the result of changes to the natural environment. Ecological changes likely as a result of this project include: Water Resources -The increased proportion of the study area devoted to urban land uses will put more strains on the water resources. Long term, these strains can alter the availability and quality of hydrologic resources, both groundwater and surface water. Modifications in land use may also affect the proportions of ground water and surface runoff in rivers and streams. However, the following federal, state, and local regulations are in place to protect surface water quality and accommodate future growth. o EPA National Pollution Discharge Elimination System (NPDES) -Phase 11 Sformwater Rules o North Carolina -Water Supply Watershed Protection Act o North Carolina -Neuse River Basins Nutrient Sensitive Waters Management o Neuse River Basin Buffer Rules o North Carolina - Nonpoint Source Program U-3344A Ai-porf Boulevard Widening ICE 2 o Wake County -Land Use and Stormwater Regulations Adhering to these regulations for the protection of surface waters should limit direct and indirect effects to this important resource. • Impaired Waters - A review of DWQ information shows that there are no 303(d) waters within, nor adjacent to, the project study area. General direction for assessing consequences and mitigation development is provided in the Guidance for Assessing Indirect and Cumulative Impacts of Transportation Projects in North Carolina, Volume ll: Practitioners Handbook.' U-3344A Airport Boulevard Widening ICE 1.0 Introduction The purpose of this document to the extent reasonable and practical is to assess the potential indirect and cumulative effects that may result from the incremental effects of the proposed widening of Airport Boulevard (SR 3015), from NC 54 to McCrimmon Parkway (TIP U-3344A), and other past, present, and future development activities in the same geographic region as the project. Indirect effects are those effects that may result from activities induced by the proposed action. For example, providing improved access to rural areas could induce residential and commercial development. This, in turn, could induce changes in population, travel patterns, and economic conditions, which could consequently have indirect and cumulative impacts on air quality, ecosystems, protected species, water quality, quality of life, etc. The Council on Environmental Quality (CEQ) for Implementing the Procedural Provisions of the National Environmental Policy Act (NEPA) defines "indirect effects" (also referred to as "secondary effects") as "impacts on the environment, which are caused by the action and are later in time or farther removed in distance, but are still reasonably foreseeable."Z The CEQ regulations further state that indirect effects "...may include growth-inducing effects and other effects related to induced changes in the patterns of land use, population density or growth rate, and related effects on air and water and other natural systems, including ecosystems." The CEQ defines "cumulative impacts" as those "...which result from the incremental impact of the action when added to other past, present and reasonably foreseeable future actions regardless of what agency (federal or nonfederal) or person undertakes such other actions." 3 Much of the general background information for this document was obtained from the Morrisville, SR 3015 (Airport Boulevard) Widening Environmental Assessment,4 completed by the Project Development and Environmental Analysis (PDEA) branch of the North Carolina Department of Transportation (NCDOT) in consultation with the Federal Highway Administration (FHWA). Knowledge of current study area characteristics was obtained through field visits, phone interviews with local officials, and the Airport Boulevard Indirect and Cumulative Effects Survey (Appendix A). The analysis of the indirect and cumulative effects associated with this project was conducted using the latest guidance available from federal and state regulatory agencies. These include: NCDOT/NCDENR's Revised Draft "Indirect and Cumulative Impact Assessment Guidance: Integrated NEPA/SEPA/401 Eight-Step ICE Assessment Process" (May 2003). CEQ Guidance "Considering Cumulative Effects Under the National Environmental Policy Act" (1997). NCDOT's "Guidance for Assessing Indirect and Cumulative Impacts of Transportation Projects in North Carolina" (November 2001). North Carolina Wildlife Resource Commission's "Guidance Memorandum to Address and Mitigate Secondary and Cumulative Impacts to Aquatic and Terrestrial Wildlife Resources and Water Quality" (August 2002). U-3344A Airport Boulevard Widening ICE 4 The following sections of this document include a description of the project and its background, and the ICE assessment process. The NCDOT/NCDENR Guidance for Assessing Indirect and Cumulative Impacts of Transportation Projects in North Carolinas entails a systematic approach to indirect and cumulative impacts that includes an eight- step assessment process. This ICE assessment specifically incorporates procedures to address impacts from a water quality perspective by evaluating the relationship between transportation, land use, and the hydrology, channel stability, water quality, and biodiversity of affected streams. 2.0 Project Description and Background This section describes the proposed action and states the purpose and need for the project. The project description and purpose and need are obtained from the Morrisville, Airport Boulevard Widening from NC 54 to 1-40, Environmental Assessment (EA).s 2.1 Description The proposed project will widen existing Airport Boulevard (SR 3015) in Morrisville from NC 54 to McCrimmon Parkway. The length of the project is approximately 0.6 miles. The proposed cross-section is a five-lane roadway with curb and gutter. Best fit widening (a combination of symmetric and asymmetric widening that minimizes impacts to the human and natural environment) will be implemented. 2.2 Need for Action The project will improve the level of service and provide adequate capacity for the increasing volumes of motorists using Airport Boulevard (SR 3015). The 2000 ADT for the project corridor was 9,500. By 2025, the projected ADT is 24,200. Increasing capacity of Airport Boulevard from McCrimmon Parkway to Chapel Hill Road will create a safer and more efficient road that will directly benefit daily commuters who work along the route or who rely on it to reach other major employment centers in the Research Triangle Park and nearby communities. Completion of the project will fulfill local, county, and state planning objectives. With anticipated growth in this region, improvements to Airport Boulevard will be an important part of the future transportation network in the region, which will include the McCrimmon Parkway Extension, the Raleigh Outer Loop (1- 540), and the expansion of the Raleigh-Durham International Airport facilities. 3.0 Eight Step ICE Assessment Process The assessment of indirect and cumulative effects is identified as a requirement under the National Environmental Policy Act (NEPA) of 1969, the North Carolina Environmental Policy Act (SEPA), and under the Council on Environmental Quality (CEQ) regulations implementing NEPA. The purpose of the NCDOT Eight Step ICE Assessment Process is to provide a standardized procedure for implementing the rules and legislation required for analysis and assessment of indirect and cumulative effects of transportation projects as part of the NEPA/SEPA process. The eight steps in the assessment process are: 1. Defining the Study Area Boundaries 2. Identify the Study Area's Directions and Goals U-3344A Airpo-f Boulevard Widening ICE 3. Inventory Notable Features 4. Identify Impact-Causing Activities 5. Identify Potential Indirect/Cumulative Impacts for Analysis 6. Analyze Indirect/Cumulative Effects 7. Evaluate Analysis Results 8. Assess the Consequences and Develop Appropriate Mitigation and Enhancement Strategies This document applies the eight-step assessment process to the Airport Boulevard widening project. Work products of each step are provided in the form of supporting text, tables, figures, technical memorandums, and comprehensive checklists. 3.1 Step 1-Study Area Boundaries 3.1.1 Overview/Background A study area was developed to serve as a basis from which to gather specific demographic, socioeconomic, land use, and environmental data for identification of potential indirect and cumulative effects. The project is located in Morrisville within Wake County and the Piedmont Region of North Carolina (See Figure 1). The Piedmont Region is a transitional area between the Appalachian Mountains and the flat coastal plains consisting of pine and hardwood woodlands. The dominant natural features are the Neuse River and its associated floodplains and wetland systems. A study area was developed to serve as a basis from which to gather specific demographic, socioeconomic, land use, and environmental data for identification of potential indirect and cumulative effects. According to the Guidance for Assessing Indirect and Cumulative Impacts of Transportation Projects in North Carolina, in general, "study areas should encompass the project or plan alternatives in their entirety and also include the surrounding physical, social, and natural resources that could be expected to be impacted by the project or plan."' Because of this, no one set distance is used to define the study area. Factors considered when determining the study area are discussed below. Political/Geographic Transportation Analysis Zone (TAZ) boundaries are determined by Municipal Planning Organizations (MPO) and are used to measure socioeconomic and demographic trends to help plan for transportation needs. When using TAZ for study areas, they should always be chosen to increase the size of the study area, rather than decrease the size. This is done so that all potential impacts are taken into account. Demographic and socioeconomic trend and projection data at the TAZ level was obtained from the Capital Area Metropolitan Planning Organization (CAMPO). U-3344A Airport Boulevard Widening ICE 6 Commute Shed/Labor Shed A commute shed measures the distance and time traveled by residents of a particular area to work. On the other hand, a labor shed measures the distance and time traveled by employees of an area from their residences. Therefore, this factor is important when considering projects that encompass bedroom communities, employment centers, or major thoroughfares that connect residential and employment areas. Airport Boulevard is a major thoroughfare used predominately by commuters who work near the roadway as they commute to and from work. However, when considering the scope of the project compared to the size of the labor shed; it was determined that the commute shed/labor shed boundaries are not appropriate to include as a part of the study area. Growth Boundavies/Service Anea Limits Growth boundaries and service area limits restrict the land area with which a unit of government has agreed to provide municipal services and infrastructure. This often includes water, sewer, garbage collection, police and fire protection, and public transportation. The purpose of growth boundaries is to prevent sprawl and to keep down the costs of providing services by concentrating development in specific areas. According to the Morrisville Land Use Plan, the Airport Boulevard widening project is located within the urban services area. The urban services area extends north to I-40 and south to Davis Drive. Watershed The project is contained within the North Carolina Department of Environment and Natural Resources (NCDENR) Division of Water Quality's (DWQ) Neuse River Basin watershed. The river basin is located entirely within the state's boundaries and flows southeast from the Piedmont near Roxboro to the Pamlico Sound near New Bern. The Neuse River Basin is divided into 14 subbasins. The Airport Boulevard widening project is located entirely within subbasin 03-04-02 in the northern region of the Neuse River Basin. U-3344A Airport Boulevard Widening ICE 7 Z ~ ~ ~ c OTC ~ p c Q Q Q ` ~ lJ.l v ~ =Z7~ 0 ~ .C Z ~ Z W$ W l0 p «. ,~ 5 ~ U h ~~ ~ ~ amoY= Ua ~>' Q ~ ~ c ~ a ~ o ~Z Nm ~°3aOC ~~ r ~ ~ in v ~ ° ~~ ~Z ~ ~' Z O N z z.~ ~~ a ~ I ~o ~~ ~o W 0 f~ r ,- ! ~ .r :- , ., _ ~j / ~ \.. _ ~,_,-_ -, \ 1 f ~ ~~ N ? Y ''\_ '~~ k ~ _V. ~~ / _. J~ f J 1 .. j J ~ J~`r _ _ J _ ~ < ~ -- ~~ _ .. _ _ ~ ~ { - r~ r __ .- :, _, __. _ ,_ Y, ._r i ,_.. ~ ,; ,~-.; -1- .~~ ~-.~. r /~ ~~. (, r z ,~. v - ~ ~ ~ ~~ 1 i r l '. ~ r a / ; ~` ti~ ~ 1 ~ ( /"--- ~ . ~.. ~ .. /~1 _ 3.1.2 ICE Study Area Delineation The project team considered likely project impacts to the surrounding physical, social, and natural resources in the study area delineation process. Boundary delineation was based on TAZ geography provided by the CAMPO. The study area surrounds the project corridor and includes portions of the Town of Morrisville within Wake County. Figure 2 shows the ICE assessment study area. U-3344A Airport Boulevard Widening ICE 9 a m ~ v ~ C u ~ Z ~ a0C9Z'~ N~ N ~ O m N W c ° w m 0 W Q m OG Q Q ~. ~' ~ a z M~? p Qr U C rp ~n y c $ O ~_ W V~ ~ ~ L ~ Q ++ Z yN aaa' Y~ lid d (n ~ ~ U ~ ~ ~m W~ ~a33o N ~ ~E °m H Z c ~o ~~ ~ ~~ f° O M N w ~ l ~~ ~ . cam m di~ ~' .~ ~ y a z C - co 1'~ ~~ ---- _._- ., o~ .. nt Grove Church y y pleasa ;ue0 ~euey 1 ovation _ - ., ..~,,-` - - / . `~ e Idyl ~0~ (f ~ a ~ _/ W ~ ~ ~ ~ / _ _ .~ y ~ ~n4 a ~~ ~ ~ ~-~- `~ Int ational ~ ~ ~ - Q ~ ,; m~ ~ Q`0~ ' 3 a ~ ,. o` ~ - ~ ~ ~ ~ ~S G tlot ~ f ~' 1 ~ ' J ~._ . ~~~ ~_ ~ -- ~ . ,-- j ~ ~. _ ~. ;:., ~,~: ~ ~ ~ N ~ 7. i _ ~ t ~ ~~ .r-_, ~-- MaYn d ~ , r Old Koppers 3.2 Step 2 -Study Area Characteristics, Directions, and Goals 3.2.1 Overview The purpose of this section is to describe the setting of the study area, which will serve as a basis from which to evaluate potential indirect and cumulative effects associated with the project. The information developed in this section will also support the future growth assumptions used to assess the project's potential to induce growth and development. To derive perspective and develop a comprehensive understanding of the issues in the evaluation of indirect/cumulative effects, it is necessary to identify the growth and development trends affecting the study area. Understanding characteristics of the study area such as community, municipality, and agency goals and directions and, demographic, economic, social, transportation and ecological trends provides essential context for understanding project-induced growth. 3.2.2 Population, Development, and Employment Population The Research Triangle Region had the fastest growing population rate between 1990 and 2000 of any region in North Carolina.e Table 1: Population Trends presents relevant population trends of the study area from 1980 to 2000, which include the State of North Carolina, Research Triangle, Morrisville, and Wake County.9 Table 1: Population Trends .Study Area* No Data No Data 168 No Data .- No Data Morrisville** 251 1,022 5,208 307.2 409.6 Wake County** 301,429 423,380 627,846 40.5 48.3 Research Triangle** 927,768 1,151,397 1,549,822 24.1 34.6 North Carolina** 5,880,095 6,632,448 8,049,477 12.8 21.4 *Source: Capital Area M etropolitan Plannin g Organization, htt p~/Mrww.raleiah -nc.ora/cameo/I ndex.htm. October 2004. **Source: US Census, 2000 (Information supplied by N.C. Department of Budget & Management, 2000 & 2001). Population Projections Wake County is projected to grow at a higher percentage rate than the state of North Carolina through 2030. The study area's population is expected to remain relatively flat until 2020. Between 2020 and 2030, however, the study area is expected to experience a significant change in population from a projected 205 to 1,781. Table 2 shows population projections for the State of North Carolina, Wake County, and the Study Area through 2030.10 U-3344A Airport Boulevard Widening ICE 11 Table 2: Population Projections Study Area** 168 168 205 1,781 960.1 Morrisville** 14,452 16,649 21,410 28,499 97.2 Wake County** 735,243 880,865 1,168,295 1,381,645 87.9 North Carolina* 8,307,748 9,441,440 10,943,973 12,467,232 50.1 "North Carolina State Demographics Unit, County/State Population Projections, http://demog.state.nc.us/, October 2004 "" Source: Capital Area Metropolitan Planning Organization, http://www.sleigh-nc.org/cameo/Index.htm. October 2004. Development Strong economic conditions in the Triangle region have spurred development in a pattern that has radiated out from the major regional employment centers of Chapel Hill, Durham, Research Triangle Park, and Raleigh. This pattern of growth has substantially affected development in western Wake County and Morrisville, as it has experienced substantial growth in both population and employment. Airport Boulevard has become a major center for development since it serves as the primary link between the Raleigh- Durham International Airport and I-40 to and NC 54. The development that has recently occurred in the study area has been in the sectors of offices, light industry, and commercial. The proximity of the area to major transportation facilities has made land along Airport Boulevard attractive to developers, businesses, and industry. Employment The major employment center of the Research Triangle Region is Wake and Durham counties. Due to a high concentration of jobs in Wake and Durham counties, many people commute into these counties from the surrounding communities. Raleigh, the state capital, is located in Wake County where there are approximately 23,230 state employees. Table 4 lists the major employers in the Research Triangle Region, their location, and the number of employees." U-3344A Airport Boulevard Widening ICE 12 Table 3: Major Employers in the Triangle Region ._ State of North Carolina Wake .. -- 23,230 Duke University & Medical Center Durham 17,421 University of North Carolina Orange 15,588 International Business Machine (IBM) Durham 14,000 Wake County Public School System Wake 12,500 North Carolina State University Wake 7,787 UNC Healthcare Orange 5,473 GlaxoSmithKline Durham and Wake 5,000 Wake Medical Center Wake 5,000 SAS Institute Wake 4,841 Durham Public School System Durham 4,500 Moore Regional Hospital Moore 4,500 NORTEL Networks Durham 4,000 Blue Cross & Blue Shield of NC Durham and Orange 3,873 Rex Healthcare Wake 3,779 Progress Energy (CP&L) Wake 3,428 Wake County Government Wake 3,300 City of Raleigh Wake 3,000 Cisco Systems Wake 2,800 Verizon Communications Durham and Wake 2,800 Revlon Granville 2,610 Durham Regional Hospital Durham 2,263 Harnett County Public Schools Harnett 2,055 MCI WorldCom Wake 2,000 Sources Research Triangle Regional Partnership, www. researchtriangle.o November 2004. rg, 11 Based on the strong and diverse economy of Research Triangle Park and the larger metropolitan region, employment growth is expected to remain strong in future years. Wake County is expected to increase over 134 percent from 2002 to 2030. The study area will be a large part of this growth as it is projected to increase from 5,731 to 58,688 employees. Table 4shows the projected employment levels for Wake County and the study area.12 U-3344A Airport Boulevard Widening ICE 13 Table 4: Employment Projections 3.2.3 Zoning, Land Use, and Transportation Planning Overview The study area is located within the municipal boundaries of the Town of Morrisville. Morrisville has a zoning ordinance, land use plan, and transportation plan in place. In addition, CAMPO conducts transportation planning for Wake County. Zoning and Land Use Planning Zoning is a legal mechanism that local governments use to 1) Promote the health, safety, and general welfare of the people by facilitating development that does not hinder these core values, 2) Promote the most appropriate land uses by taking into account the character of the land, 3) Provide adequate provisions in relation to the infrastructure improvements that accompany development (transportation, water, sewer, schools, parks, etc.), and 4) Prevent a conflict of land use by regulating the size, use, and type of structure. Therefore, the zoning within the study area will help determine how and where the land uses may change in the future. Similar to zoning, land use planning is set up to guide the development and redevelopment process of land. However, instead of identifying and restricting the land use at the individual parcel level, land use plans are set up to consider the use of land more broadly in context to the character, vision, and goals of the neighborhood and community. But, it still takes into account the principles of zoning in that it looks at compatibility of land uses and the availability of resources. Often, the zoning of individual parcels is based on land use plans. The study area is within the Town of Morrisville's Future Land Use Plan that was adopted in 1999, and amended in 2003. It contains information on existing land uses and what the planned future land uses are. Existing Zoning and Land Use The study area contains a variety of land uses, which include offices/institutional, industrial, retail, and residential. The office uses are mainly concentrated on the northwest side of Airport Boulevard in planned office parks (See Figure 3). Industrial sites are predominately located on the southeast side of Airport Boulevard (See Figure 4). Retail sites are scattered throughout the study area, but are clustered around key intersections. The majority of the housing sites are scattered intermittently along the corridor. Most of the remaining housing units are remnants from the area before the extensive office, industrial, and retail development. The current Land Use Map is shown in Figure 7. U-3344A Airpo~f Boulevard Widening ICE 14 "Source: Capital Area Metropolitan Planning Organization, http~//www.raleiah-nc.oro/camoo/Index.htm. November 2004. Figure 3: Office Land Use ~, - -yN-,.~ ;~ ,. ~ , -~• ., ~ ~ ~, ~. ~~ -;,r' x~ `°ty U-3344A Airpo-t Boulevard Widening ICE 15 Figure 4: Industrial Land Use U-3344A Airport Boulevard Widening ICE 16 Figure 5: Retail Land Use Figure 6: Residential Land Use y • Y ~ .aa ~ J p~ .. ~~ CCS~~t n y j C c7 7 ~ ~V~rn_V 'IO1 C L LL~ .•.. .. L r ` ~~ ~ a Q ~ M ~ ( y ~ (C ~ T v //~ V/ , ~ N O ~ v C ~ III ~ j O ~ /A Vi I ~ O ~_ ~ J I ~. c ~ 'a m ~ ,~` ~ ~ ~ 11 V ~ ~ O W (n O Z ~ W fn O Z ~ Q ~ Q W OC O ~ ~ (n ~' N W W ~ ~ W F- ~ ~ ~ O Q Z ~ W O O 2O 2O N~~ 0 cX I Z ! / W ~ L ~ ~ ~jQ > d d N ~ ° m 00 ~ O ~ ~ ~ ~ ~' 0 U Z 1~ a x c ~ U ~8 Q w c3 3 y ~ ~ 25 ? a O Z N N ~~~a z ~, o 0 T ~~ ~:_ .~ . 4 N O N N N n s spy m O ~ N N N N N • Future Land Use The Morrisville Land Use Plan takes into account the community's principles and goals in guiding future development. In the study area, numerous developments have taken place in recent years that serve as indicators as to how the undeveloped land will ultimately be developed. It is expected that over the next 20 to 30 years, the vacant parcels in the areas designated for office space, industrial, and retail uses will be built out. In addition, new residential developments are expected in the future that will likely be part of high density, mixed use projects. These future land uses are highly probable based on the existing land uses, proximity to Interstate 40, the future Western Wake County Expressway (I-540), the Raleigh-Durham International Airport, the Triangle Transit Authority light rail system, and expected employment growth in the region. Transportation Planning The study area is located in the transportation planning jurisdiction of CAMPO. CAMPO serves as an intergovernmental agency to bring local public officials, citizens, and the NCDOT together to facilitate a cooperative effort in handling transportation issues and long range multi-modal transportation planning. CAMPO consists of the Towns of Apex, Cary, Fuquay-Varina, Garner, Holly Springs, Knightdale, Morrisville, Rolesville, Wake Forest, Wendell, Zebulon, the City of Raleigh, the County of Wake, the Triangle Transit Authority (TTA) and the NCDOT in cooperation with the Federal Highway Administration (FHWA) and the Federal Transit Administration (FTA). In 2004, CAMPO updated its Long Range Transportation Plan. The plan set the design year for 2030 and included current and future projections and analysis of travel and land use, based on population, economic conditions, anticipated land use patterns, and field investigations of proposed thoroughfare alternatives.13 In addition to CAMPO, the Town of Morrisville has created its own transportation plan. The Morrisville Transportation Plan compares the current infrastructure to the expected growth in population and employees in relation to land uses. Based on this analysis, it makes recommendations for future transportation improvements that will adequately handle future transportation needs.14 3.2.4 River Basin Overview/Water Quality Plans and Programs Basinwide water quality planning is anon-regulatory watershed-based approach to restoring and protecting the quality of North Carolina's surface waters prepared by the North Carolina Department of Environment and Natural Resources, Division of Water Quality (DWQ) for each of the 17 major river basins in the state. The plans are revised at five-year intervals. The goals of basinwide planning are to: • Identify water quality problems and restore full use to impaired waters; • Identify and protect high value resource waters; and • Protect unimpaired waters yet allow for reasonable economic growth. DWQ accomplishes these goals through the following objectives: U-3344A Airport Boulevard Widening ICE 18 • Collaborate with other agencies to develop appropriate management strategies; • Assure equitable distribution of waste assimilative capacity; • Better evaluate cumulative effects of pollution; and • Improve public awareness and involvement. The long-range mission of basinwide management is to provide a means of addressing the complex problem of planning for increased development and economic growth, while protecting and/or restoring the quality and intended uses of the Neuse River basin's surface waters. In striving towards its mission, DWQ's highest priority goals are to: • Identify and restore impaired waters in the basin; • Identify and protect high value resource waters and biological communities of special importance; and • Protect unimpaired waters while allowing for reasonable economic growth. The project study area designated for the assessment of the ICE for the Airport Boulevard Widening (TIP No. U-3344) is contained within the Neuse River Watershed subbasin 03-04-02, which is a NCDENR; DWQ watershed. General information about each basin and respective subbasin is included below. See Figure 8 for the geographic setting of the subasin. See Figure 9 for the location of the ICE project study area in relation to the watershed features. U-3344A Airport Boulevard Widening ICE 19 2 ~ N ~ ~ O o F- c c0 c ~ a> ~z ?t~ N ~ O •N ~ W ~, Z J a0 fq Q ~ ~- m O W r d C my eh>Zp~ ~m(~ Q Q ~' ~ m ~ ? ~N ~mWVV ~~_ 'p ~C ~ ~ y Z lA tO~ ~ `o H ~ 3Z 3~ ~ ° "a~ ~~ Q W 'a ~~ ~o ~ o 0 M 0 ti 0 ~~ a a 0 0 M 0 0 ~' w~ I ~" ~~ ~ ~~~I ~,.. ~ ~ --~_~] a o ~ a w ~O O M O -se` a~ c m * w c m c~ ~ ~ cn ?+ ~ p ~ ~. m ~ O O L M~ Q m .Q M~z~c WLL v >, c m ~ o~ •~ n 0- c N N Z ~ ~n m ~ ~N mGWV V, W M ~ O +`+ ~ A 7 O ~ N'~ ~> O ~ ~ o' ~z ~E q~~YF ~~ ~ lA U (A ~ 2(n 0-~ Zlll ~ N ~ ~ ~s WZ ~CO. 30 ~ O ~ Z wE om Q Z Q ~ ® :::: O '~ ~~ fo 3 - ~- .. i ~~ __ ~r, i .r-,ham=' ~~ ~ ~ ~ i / f ,_ _ l ~.~/, - ~_.. you-J s~ta~eH --, 9\'@,~Cte~K `~ i~'j ; - J ., , i 1 \ . y ,~ , ; r ~ i "- O ~~ }~4 ~_ ~~~ 7 ,A / i~ ~ 111 ~ .` r ~- '/y t ~ 1.~ ~ _. ,. .-, -- . , __ ~, ,~ ~ f., ~ ~~ r~, -J ~. ~. f - -, ~,~,~ F~ ..-t J - ,~ 1/ ~~ •~^!` ~ _, ~ ., , ,. ` .~` ~ ~ z l 1 i / ~-,~. ~/,'g' 0 I--t ~~~ .y- v, ~ -i • F '--- 0 ` i -,- ~--= ~. ) i- ~ -4 ~ ~ -~ ~- ~` _ / g ~ f ~' ~` ~ .. `.._,.,_. f ~ ~ ~ i ~ ~ __. •~. ,,; d (~ ,. V L r ~.~ ~~ ~~ - ~. ,~'~- .... ~~. ...... ,:ciiii:, ~ I ......... ~ .. r ~1 ....... ....... ..... ...... .......... / .......... i ~ , .......... • ... ....... .,r m . .....:. ::• t~ '~~ ......,. i ---- ~ z ,Y i ... ......... ..... :::: ~. ~ i ~:.; General Water Quality in the Neuse River Basin The Neuse River Basin is the state's third largest river basin. The river basin is located entirely within the state's boundaries and originates in north central North Carolina in Person and Orange counties and flows southeasterly until it reaches tidal waters upstream of New Bern where the river broadens and changes to a tidal estuary that eventually flows into the Pamlico Sound. Major tributaries of the Neuse River include the Eno and Flat Rivers, Crabtree Creek, Swift Creek, Little River, Contentnea Creek, and the Trent River. The Neuse River Basin encompasses all or portions of 18 counties and 74 municipalities. The most populated regions of the basin are in and around the cities of Raleigh, Durham, Hillsborough, Cary, Apex, and Wake Forest, and around other larger municipalities such as Goldsboro, Wilson, Greenville, Kinston, New Bern, and Havelock. The overall population density is 211 persons per square mile compared to a statewide average of 152 persons per square mile. The Neuse River Basin contains some of the most heavily populated areas in the State. The basin contains a full array of estuarine wetland communities such as salt marsh, as well as nonriverine and riverine wetlands and important upland communities due to its extensive landscape position across the State. A wide variety of species inhabit these communities, including many rare plants and animals. Freshwater mussel species are also an important resource in the Neuse River Basin with 18 species being found in the Basin and 7 of those species currently receiving federal protection. The majority of Neuse River Basin mollusks inhabit small streams within rapidly developing areas of the Piedmont and upper Coastal Plain regions. Freshwater fish species of recreational importance are found throughout the basin ranging from small streams to the estuary waters of the Trent River and Pamlico Sound. Anadromous fish species are found in the Neuse River and it's associated tributaries, several of these have recently been designated as Inland Primary Nursery Areas. Waters are classified according to their best-intended uses. Determining how well a waterbody supports its designated use is an important method of interpreting water quality data and assessing water quality. The use support ratings refer to whether the classified uses of the water are fully supported, partially supported, or not supported. Streams rated as either partially or not supporting are considered impaired". In 2001, approximately 91 percent of estuarine and freshwater acres in the basin were monitored for aquatic life use. Of those acres monitored, approximately 9 percent of the estuarine waters were considered impaired. There were no impaired freshwater acres. In addition to monitoring for aquatic life usage, a fish consumption category is also applied to all waters in the state. Approximately two percent of stream miles and 100 percent of coastline miles in the Basin were monitored. All waters are considered to be impaired and the North Carolina Department of Health and Human Services (NCDHHS) has issued corresponding fish consumption advisories. 15 Water Quality Plans for the Neuse River Basin The first basinwide plan for the Neuse River Basin was completed in March 1993 with subsequent revisions in December and July 2002. U-3344A Airpo-f Boulevard Widening ICE 22 The long-range mission of basinwide management is to provide a means of addressing the complex problem of planning for increased development and economic growth, while protecting and/or restoring the quality and intended uses of the Neuse River Basin's surface waters. Neuse River Subbasin 03-04-02 This subbasin is located in the eastern Piedmont physiographic region of North Carolina. Four counties have land area in this subbasin; Durham, Franklin, Johnston, and Wake and also contains the municipalities of Raleigh, Wake Forest, Cary, Garner, Clayton, Smithfield, and Knightdale. Population growth in this subbasin is one of the highest in the State and population density ranges between 1,600 - 3,200 persons/square mile. Land use within the 03-04-02 subbasin is divided between the more intensive land uses of urban development (30 percent) and agricultural (16 percent) with "protected" land uses such as forested and wetland areas (53 percent). There are 52 permitted National Pollutant Discharge Elimination System (NPDES) dischargers in the subbasin. The largest are Raleigh Neuse WWTP (60 MGD), Central Johnston WWTP (4.5 MGD), Cary North WWTP (12 MGD), Little Creek WWTP (1.9 MGD), and Wake Forest WWTP (2.4 MGD). There are also 5 individual NPDES stormwater permits in the subbasin. Streams in Subbasin 03-04-02 are typically low-gradient with sluggish pools separated by riffles with occasional small rapids. These streams tend to have low summer flows and limited ability to assimilate oxygen-consuming wastes. Table 5 gives an overview of Subbasin 03-04-02. U-3344A Airport Boulevard Widening ICE 23 Table 5: Subbasin 03-04-02 Total area: 726 mil Land area: 724 miZ Water area: 2 miz •.. 2000 Population: 547,580 Pop. Density: 808 persons/mil '~ Forest/VVetland: 53 Surface Water: ~ Urban: 30 Cultivated Crop: 13 Pasture/Managed Herbaceous: 3 Durham, Franklin, Johnston, Wake Raleigh, Wake Forest, Cary, Garner, Clayton, Smithfield, Knightdale Source: NCDENR's Neuse River Basinwide Water Quality Plan, (July 2002). Impaired Waters in Subbasin 03-04-02 There were 243 stream miles (47 percent) and 1,065 reservoir acres (95 percent) monitored during this assessment period in the aquatic life category. Approximately 28 ,~ percent of the stream miles are considered impaired by nonpoint source pollution. Specifically, a portion of Black Creek, Crabtree Creek, Hare Snipe Creek, Little Creek, Marsh Creek, Mine Creek, Perry Creek, Pidgeon House Branch, Richlands Branch, Swift Creek, and Toms Creek were identified as impaired in the NCDENR; DWQ Neuse River Basinwide Water Quality Plan (2002). Section 303(d) of the Clean Water Act (CWA) requires states to develop a list of waters not meeting water quality standards or which have impaired uses. Listed waters must be .prioritized, and a management strategy or total maximum daily load (TMDL) must be developed for all listed waters. Based on this listing of impaired waters located in Subbasin 03-04-02, there are not any impaired waters located in the project study area. Watershed Classifications In addition to the priority areas discussed previously, the study area is located between two water supply watersheds. The water supply watershed to the west is located in the Cape Fear River Basin. This watershed is categorized as WS-IV NSW, which are waters used as sources of water supply for drinking, culinary, or food processing purposes for those users where a WS-I, WS-II, or WS-III classification is not feasible. WS-IV waters are generally located within moderately to highly developed watersheds. The project U-3344A Airport Boulevard Widening ICE 24 area does not drain into the Cape Fear River; therefore, no adverse effects are anticipated. The water supply watershed, also categorized as WS-IV NSW, to the east drains to the Neuse River but is located approximately 8 miles from the study area. Due to the distance, no adverse effects are anticipated. All other major and minor tributaries located within the ICE project study area have a best usage classification of C (freshwater) with a NSW modifier (See Table 6). The C classification means waters suitable for aquatic life propagation and maintenance of biological integrity (including fishing, fish and primary nursery areas), wildlife, secondary recreation, agriculture, and any other usage except for primary recreation or as a source of water supply for drinking, culinary, or food processing. The NSW or Nutrient Sensitive Waters supplemental modifier is a particular set of water quality standards establishing the level of water quality that must be maintained in the water body to support the uses associated with it. NSW classification outlines protective management strategies aimed at controlling point and non-point source pollution. Table 6: Surface Water Classifications for Bodies of Water within the ICE Project Study Area Brier Creek C NSW .. 03-04-02 .- .• 27-33-4 Stirrup Iron Creek C NSW 03-04-02 27-33-4-2 Unnamed Tributary to Stirrup Iron Creek C NSW 03-04-02 N/A Unnamed Tributary to Stirrup Iron Creek C NSW 03-04-02 N/A Unnamed Tributary to Stirrup Iron Creek C NSW 03-04-02 N/A Unnamed Tributary to Crabtree Creek C NSW 03-04-02 N/A Unnamed Tributary to Crabtree Creek C NSW 03-04-02 N/A source: NCDENR: DWQ website httg~//h2o enr stat e nc uslbims/Re~ orts/reoortsWB.html (Accessed November 2004). U-3344A Airport Boulevard Widening ICE Z5 Existing Federal, State and Local Regulatory Mechanisms Related to Limiting Potential Cumulative Effects to Waters of the Neuse River Basin North Carolina -Water Supply Watershed Protection Act The North Carolina General Assembly adopted the Water Supply Watershed Protection Act, in 1989.16 The resulting Water Supply Watershed Protection Rules, adopted in 1992, required that all local governments having land use jurisdiction within water supply watersheds adopt and implement water supply watershed protection ordinances, maps, and a management plan. State water supply protection rules describe five protective classifications for surface water supplies: WS-I, WS-II, WS-III, WS-IV, and WS-V." The State uses these classifications to determine the type of point source discharges it will permit in each water supply watershed. The classifications are also used to determine what set of water supply watershed standards local governments must implement to control non-point source pollution (mainly storm water runoff). Each water supply watershed, however classified, has a "critical area," which is that part of the watershed closest to the water supply source, where it is most important to minimize the discharge, and maximize the filtration, of potential pollutants. North Carolina -Neuse River Basins Nutrient Sensitive Wafers Management The Neuse River Basin Nutrient Sensitive Waters Management Strategies were established by the Environmental Management Commission (EMC) and codified as state law. Under these rules all waters in each basin, regardless of primary use classification, are also classified as Nutrient Sensitive Waters (NSW). The established rules relate to, among others, protection and maintenance of riparian areas, wastewater discharges, and urban stormwater management. The Rules established protections regarding encroachment and impact to existing 50- foot wide riparian buffers directly adjacent to all intermittent streams, perennial streams, lakes, ponds, and estuaries in the Neuse River Basin to maintain their nutrient removal functions. Minimum nutrient control requirements applicable to all NPDES permitted wastewater treatment facilities that receive nitrogen-bearing wastewater were established to maintain and restore water quality in the Neuse River Estuary and protect their designated uses. In addition, under the Rules local governments within the respective basins were required to develop and implement local stormwater management program plans that address nitrogen reductions for both existing and new development, including the stipulation that the nitrogen load contributed by new development activities is held at 70 percent of the average nitrogen load contributed by the 1995 land uses of the non-urban areas of the basins. The City of Raleigh has such programs in place and in addition, based on population growth and other factors, the Town of Morrisville and/or other incorporated areas in the project planning area may be required by the EMC to comply with these stormwater requirements by establishing a stormwater management plan. North Carolina -Nonpoint Source Program The North Carolina Nonpoint Source Management Program consists of a broad framework of federal, state, and local resource and land management agencies. These agencies administer programs that are directly related to nonpoint source pollution management within the state. The nature of nonpoint source pollution is such that U-3344A Airport Boulevard Widening ICE 26 involvement at the local level is imperative. Basinwide Water Quality Plans identify watersheds that are impaired by nonpoint sources of pollution. Identification, status reports, and recommendations are intended to provide the best available information to local groups and agencies interested in improving water quality. The plans also make available information regarding federal, state, and local water quality initiatives aimed at reducing or preventing nonpoint source pollution. Neuse River Basins -Buffer Rules In conjunction with the Nonpoint Source Program, the North Carolina Environmental Management Commission adopted rules to protect 50-foot riparian buffers in both the Tar-Pamlico and Neuse River Basins. The purpose of the rules is to protect and conserve existing riparian buffers to maintain their nutrient removal functions. These rules apply to all jurisdictional surface waters within the respective river basins, and are administered by the Division of Water Quality (DWQ). Wake County -Land Use and Stormwater Regulations As previously mentioned, the state Water Supply Watershed Protection Act makes local governments primarily responsible for controlling non-point source discharges within water supply watersheds, by requiring local governments to adopt land use regulations that meet the state's minimum water supply watershed requirements. Wake County's water supply watershed protection regulations are intended to meet all of the state's minimum requirements, and to exceed those requirements as needed, based on past County practices and policies, which predated the State's Water Supply Watershed Protection Act. Wake County protects water quality in water supply watersheds by applying land use and development regulations that are designed to keep impervious surface coverage low and to provide adequate infiltration of runoff water into the ground. They do so through the following measures: • Limiting the density of residential development, • Limiting the impervious surface coverage of nonresidential development, • Requiring vegetated buffers along watercourses, • Limiting nonresidential land uses to those with characteristics less likely to adversely affect water quality, • Controlling the storage and use of hazardous materials, and • Applying design standards to minimize adverse water quality impacts. Wake County requires new development in all water supply watersheds to maintain watershed buffers along perennial streams (as shown on U.S.G.S. topographic maps) as well as along any other streams that drain at least 25 acres. It also requires new development to maintain drainageway buffers along drainageways, or around water impoundments, that drain at least 5 acres, but less than 25 acres. Further, Wake County also helps ensure protection of water supply sources by applying certain design U-3344A Airport Boulevard Widening ICE 27 standards to all development within a water supply watershed. Those standards require all new development, to the maximum extent practicable, to minimize impervious surface coverage, direct storm water runoff away from surface waters, incorporate Best Management Practices (BMPs) to minimize water quality impacts, and transport storm water runoff by vegetated conveyances. These Wake County land use and development regulations help to maintain water quality and direct more dense growth out of water supply watersheds and into urbanizing areas. Potential Impacts Direct project related impacts to water quality features are described in Section 4.10.6 of the Environmental Assessment (EA) approved in July 1996. 1e Indirect and long-term cumulative effects on water resources, whether groundwater or surface water, are more difficult to quantify. The increased proportion of the study area devoted to urban land uses will be accompanied by more impervious surfaces that block or redirect recharge and more storm drains that divert precipitation into streams instead of aquifers and increase erosion rates over time. Long term, this can alter the availability and quality of hydrologic resources, both groundwater and surface water. Modifications in land use may also affect the proportions of ground water and surface runoff in rivers and streams, which can affect the chemistry, temperature, and general quality of water for human consumption, aquatic habitats, and general wildlife uses. In addition, multiple federal, state and local regulations are in place in the study area protecting surface water quality and designed to accommodate future growth. Adhering to established Best Management Practices and other local regulations for the protection of surface waters should limit direct and indirect impacts to these important features. Avoidance and minimization measures designated during the planning study, often requiring long-term interagency cooperation, should not be discarded after NEPA compliance is established. Only by actively adhering to all regulations and commitments, can the potential indirect and long-term cumulative effects be mitigated. In the end, the decision to protect water quality or to increase development is a matter of local political will and long-range planning. Based on the recent policies of the Wake County Commission, this project is expected to have limited impact on growth within their watershed protection area. 3.2.5 Transportation System Characteristics and Trends Intermodal Relationships The proposed project passes through the Town of Morrisville, in an area characterized by office and industrial parks and commercial properties. The predominant mode of transportation is the automobile. The immediate project area has limited railroad, airport, and bus service to supplement the transportation system provided by the proposed project, I-40, NC 54, and other major roadways. The following section describes the other types of transportation available within or near the study area. • Passenger Rail -Currently, the nearest passenger rail service available in the project study area is an Amtrak station in Cary, approximately 5 miles from the project. Service is offered throughout the state, and to other Amtrak destinations nationwide. In addition, the TTA expects to begin a passenger light rail system in U-3344A Airport Boulevard Widening ICE 28 2007, which will serve the Triangle Region. This plan includes a route that will pass through the southern section of the project study area, just to the south of NC 54. A train station to serve this route is expected to be located in downtown Morrisville. Freight Rail -There is one railroad that runs through the southern portion of the project study area. It is owned by the North Carolina Railroad Company, but CSX, Norfolk Southern, and Amtrak each operate on the track. There are also several other freight carriers that have rail lines that cross through the Triangle Region that operate as both local short line railroads and carriers that offer service throughout the eastern seaboard and nationwide. Trucking -The location of Morrisville and Wake County in the geographic center of North Carolina and its proximity to national trade routes makes it an attractive location for expanding manufacturing businesses and trucking operations. Within half days trucking to deep-water ports in wlmington, North Carolina; Morehead City, North Carolina; Charleston, South Carolina, and Norfolk, Virginia that handle containerized and break-bulk cargo. Bus Service -The TTA offers bus service through Morrisville along NC 54 (Chapel Hill Road). The TTA also provides a Vanpool service and an Airport Shuttle to RDU. In addition to local transit service, Greyhound offers bus transportation throughout the state and nationwide. The nearest Greyhound stop to the project study area is in downtown Durham, approximately 14 miles from the project. • Sidewalks - No sidewalks currently exist along the widening project. However, in the Morrisville Transportation Plan, it calls for sidewalks to be installed as roadway work is done. • Greenways -Morrisville has plans for a greenway system along McCrimmon Parkway. While not fully constructed yet, it is included in the Morrisville Transportation Plan and land has been set aside for the project. • Bicycle Accommodations -There currently are no bicycle routes along the project corridor. However, The Morrisville Transportation Plan recommends that wide outside lanes be included in roadways to accommodate bicyclists, including along Airport Boulevard. In addition, there are plans for off street paths and private pathways throughout Morrisville. • Airports -The Raleigh-Durham International Airport is located just to the north of the study area, near the I-40 and I-540 interchanges. The airport is open to public use. It has several lighted asphalt runways that range in length from 3,570 feet to 10,000 feet long and range from 100 to 150 feet wide. The airport serves as a regional airport for passengers seeking domestic flights throughout the country, as well as a select number of international flights. Aside from commercial flights, the airport also is used for charter, cargo, and military flights. Appendix 8-7 provides an organization and tabulation of study area goals checklist. Appendix 8-2 provides a study area directions and goals checklist. U-3344A Airport Boulevard Widening ICE 29 System Linkage and Transportation Demand The existing segment of Airport Boulevard from McCrimmon Parkway to NC 54 (Chapel Hill Road) is a two-lane roadway. The project will create a continuous five-lane corridor along Airport Boulevard from Interstate 40 to NC 54. The project will improve the flow of traffic along this major corridor that connects Morrisville to the Raleigh-Durham International Airport and Interstate 40. The road is predominately used by commuters who work in Morrisville and the Research Triangle Park. Current and Projected Traffic Volumes The analysis of existing and projected traffic volumes is a major consideration when evaluating thoroughfares. Future traffic volumes were projected for this project based on the existing system's 1995 traffic volumes, expected growth in the corridor, and the impacts of other proposed major facilities. Traffic volumes were projected and evaluated for both the existing system with no improvements and considering the proposed project. Traffic operating conditions are described using Levels of Service (LOS). This concept relates traffic volumes to quality of flow and is based on the Highway Capacity Manual, Transportation Research Board, 1985. LOS is a measure of quality of flow and is represented by letter designations 'A' through 'F.' A capacity analysis of the existing system between intersections was prepared for both current and projected volumes for key intersections along the proposed route with the results shown in Table 7. This table shows the expected results in a "no build" situation and with the widening of Airport Boulevard completed by the design year 2025. Table 7: Capacity Analysis and Levels of Service (Peak Hours) Airport At NC 54 (Chapel Hill Road) C F D Boulevard At McCrimmon Parkway F F D Source: Administrative Action State Environmental Assessment, Airport Boulevard Widening, 1996. The results of this study indicate that the LOS along Airport Boulevard will improve from the widening project. In both the "No Build" and the "Build" alternatives, the projected LOS for 2020 improved from an LOS of "F" to "D." According to the Morrisville Transportation Plan, the proposed section of Airport Boulevard that is to be widened had an ADT of 9,500 in 2000 and is projected to have an ADT of 24,200 by 2025. Transportation Improvement Program (TIP) Table 8 lists transportation projects in the vicinity of the study area. The TIP projects are shown on a map in Figure 10. U-3344A Airport Boulevard Widening ICE 30 Table 8: Morrisville Vicinity Transportation Projects U-3344 Airport Boulevard Widen to five lanes, curb and Part Completed Widening gutter from I-40 to NC 54 I-2204* ~ I-40 Widen to eight lanes from NC 147 Completed to Wade Avenue R-2000* I-540 Six lane freeway on new location Under Construction from I-40 to US 64 R-2906* NC 55 Widen to multi-lanes from US 64 in Construction Wake County to Cornwallis Road scheduled for in Durham County 2004-2007 U-3343* Aviation Parkway Widen to five lanes, curb and Post Years gutter from I-40 to NC 54 U-3620* McCrimmon Parkway Five-lane, curb and gutter on new Post Years location from NC 54 to Airport Boulevard TE-4705* Regional Rail Service Phase 1 of the TTA Regional Rail FY04-08 Service ** Airport Boulevard Extend Airport Boulevard from NC Extension 54 to Davis Drive ** McCrimmon Parkway Extend McCrimmon Parkway to Aviation Parkway *Source: NC DOT 2004-2008 TIP Program, October 2004. **Source: Town of Morrisville Transportation Plan, October 2004. U-3344A Airport Boulevard Widening ICE 31 ~ m c w ~ ~ n. o a a co m o a H Q > ~ .~ ° N ~ ~ O 00 ~' ~ W t ~ ~•,~-o~ wa ai o Q c a~ c m •~ v ~ ~, ~ „N ~ m W V V ~ F M w ~ j ~ W =O N ~ ~ Z ~ O~ 'c 4 v a~~YF ~ ~ C ! (~ ~ ~ U lA Z ~ w ~ co'~ ~m N> ''a 30 ~ ~ ~ c ~ o- ~o ~_ Z 3 Z V a 0~ a ( II ~ ~~ ~o i O (. ~-~ ~ t. 3.3 Step 3 - Nofable Environmenfa/ Features Inventory 3.3.1 Overview The notable features inventory describes baseline environmental conditions within the indirect/cumulative effects analysis study area against which the project may be assessed. The term notable features depends on perspective and scale; this document assesses various geographic scales in accordance with the CEQ regulations (40 CFR 1500-1508). Consideration of the project's indirect and cumulative effects from encroachment-alteration, project-induced, or in combination with other actions, helps to establish the degree of change. Acceptance of the degree of change differs depending on the affected locale or population. Section 3.5 presents the potential indirect and cumulative impacts that could occur to the notable features identified in this section. Section 3.6 presents the analysis of indirect and cumulative impacts. 3.3.2 Ecosystem Conditions Documentation of ecosystem conditions depends upon the characteristics of the project's setting as defined by the following categories of notable features: Sensitive species. and habitats -EPA uses the term sensitive species and habitats to describe ecologically valuable species and habitat and those vulnerable to impact. • Valued environmental components -Are defined as a "characteristic or attribute of the environment that society seeks to use, protect, or enhance."i9 Relative uniqueness, recovery time, and unusual landscape features -Relative uniqueness is a "measure of how many comparable examples of this landscape element exist at different levels of scale, from the local area to the nation, even the globe". Recovery time is "a measure of how long it would take to replace the existing landscape element in comparable form if it were disturbed or destroyed." zo The study area, located in Wake County, falls within the Northern Outer Piedmont ecoregion of the Piedmont physiographic province of North Carolina.Z' The parts of Wake County that are northeast of Morrisville are broad, gently sloping uplands dissected by a number of tributaries flowing into Stirrup Iron Creek, Crabtree Creek, or Lake Crabtree and then eventually into the Neuse River. Elevation ranges from 390 to 280 feet above sea level. Soils in the northwestern part of Wake County are known as Trassic basin soils. These soils have severe limitations for development due to very slow permeability and high shrink-swell potential. n Biotic Communities The vegetative communities identified are mixed pine/hardwood forest23, successional field, and urban/disturbed (NCDOT 1996). Plant community composition is reflective of the physiography, topography, moisture regime, and current and prior land uses of the area. Habitat complexity and the abundance of mast producing plants provide forage and shelter opportunities for faunal communities. Vegetative communities also provide travel corridors between habitat patches. Fragmentation and loss of these communities due to development impacts this function and is likely to result in declining biological U-3344A Airport Boulevard Widening ICE 33 diversity. May of the forest tracts within the project area have already been fragmented by development. Since new alignment is not proposed, increased fragmentation of plant communities is not anticipated. The proposed roadway widening project will only impact the plant communities directly adjacent to the existing roadway. Vegetation will be cleared to allow for construction. Wetlands Wetlands are defined as "those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil condition." 24 Potential wetland communities were delineated using the criteria specified in the "1987 Corps of Engineers Wetlands Delineation Manual." For an area to be considered a "wetland," the following three specifications must be met; 1) presence of hydric soils, 2) presence of hydrophytic vegetation, and 3) evidence of hydrology. Only one wetland was identified in the Environmental Assessment study area. The total impact of this forested wetland is 0.03 acres. The alignment was designed to avoid/minimize impacts to wetlands. Any required mitigation will be addressed based on final design plans. Threatened and Endangered Species Federally protected species with endangered, threatened, or proposed threatened or endangered status receive protection under the Endangered Species Act of 1973, as amended. As of February 25, 2003, the US Fish and Wildlife Service (USFWS) listed four species as either Threatened or Endangered and potentially occurring in Wake County. 25 The North Carolina Natural Heritage Program (NC-NHP) has also listed the same four species as either Threatened or Endangered and potentially occurring in Wake County.ss Habitat surveys were performed for federally listed threatened and endangered species. Either no habitat for these species or no individuals were identified within the project area (NCDOT 1996). Study area ecosystem characteristics are inventoried in Appendix B-3. 3.3.3 Socioeconomic Conditions Basic socioeconomic conditions are inventoried through identification of characteristics of the human social environment. As recognized by the field of social impact assessment (ICOGP, 1993), vulnerable elements of the population include the elderly, children, the disabled, and members of low-income or minority groups. Table 9 provides information on these groups for Wake County and the State of North Carolina. U-3344A Airpo-t Boulevard Widening ICE 34 ~- ~ Table 9: Vulnerable Elements of the Population .. •.. Population, 2000 627,846 8,049,313 Persons under 5 years old, percent, 2000 7.2 6.7 Persons under 18 years old, percent, 2000 25.1 24.4 Persons 65 years old and over, percent, 2000 7.4 12.0 Black or African American persons, percent, 2000 (a) 19.7 21.6 merican Indian and Alaska Native persons, percent, 2000 (a) 0.3 1.2 Asian persons, percent, 2000 (a) 3.4 1.4 Native Hawaiian and Other Pacific Islander, percent, 2000 (a) Z Z Persons reporting some other race, percent, 2000 (a) 2.5 2.3 Persons reporting two or more races, percent, 2000 1.6 1.3 Persons of Hispanic or Latino origin, percent, 2000 (b) 5.4 4.7 Persons with a disability, age 5+, 2000 13.4 20.5 Persons below poverty, percent, 1999 7.8 12.3 (a) Includes persons reporting only one race (b) Hispanics may be of any race, so also are included in applicable race categories Source: US Census Bureau State & County Quick Facts, 2004 Appendix B-4 provides a socioeconomic conditions inventory illustrating details of economic, demographic, social, and physical conditions and their connection to notable features. 3.3.4 Notable Features Inventory Summary The notable features inventory facilitates planning of transportation systems by considering features notable on a broad scale, typically less detailed than information suitable for project evaluation. Appendix B-5 provides a notable features checklist in which major types of ecosystem and socioeconomic features are ouflined. Appendix 8-6 lists substantial federal and state statutes that place value on certain resources or determine that certain resources require special consideration. U-3344A Airport Boulevard Widening ICE 35 3.4 Step 4 -Impact-Causing Activities Impact-causing activities consist of impacts of the proposed transportation project as well as other existing and potential activities that may affect study area notable features. The two major types of indirect/cumulative effects caused by project impacts are: • Encroachment-Alteration Effects -Effects that alter the behavior and functioning of the physical environment are related to project design features but are indirect in nature because they can be separated from the project in time or distance. These effects can be considered cumulative in nature when they are additive over time or have an interactive (non-linear) net effect on the environment. • Access-Alteration Effects (Project-Induced Growth) -Changes in traffic patterns and the alteration of accessibility attributable to the design of the project can induce residential and commercial growth in the study area. The general types of project impact causing activities (existing, potential, and proposed) include: • Modification of Regime -alteration of habitat, flora, hydrology, and other features; • Land Transformation and Construction - construction method, ancillary elements; • Resource Extraction -excavation and dredging; • Processing -storage and supplies; • Land Alteration -landscaping, erosion control; • Resource Renewal Activities - remediation, reforestation; • Changes in Traffic -traffic patterns on project and adjoining facilities; • Waste Emplacement -landfill, waste discharge; • Chemical Treatment -fertilization, deicing; and • Access Alteration -substantial changes in access, circulation patterns, travel demand and travel times between major attractors/generators (employment, housing, and commercial development, etc.). Appendix B-7 documents other activities (existing and proposed) that may cumulatively affect notable features. Appendix B-8 documents project impact-causing activities. U-3344A Airport Boulevard Widening ICE 36 3.5 Step 5 - Potential IndirecbCumulative Impacts 3.5.1 Overview The objective of Step 5 is to identify the effects of the project that require detailed analysis. This is done by comparing the lists of impact-causing activities developed in Step 4 with the inventory of goals, trends and notable features that make up the baseline conditions identified in Steps 2 and 3. The comparison is designed to explore cause- effect relationships and to establish which effects merit subsequent detailed analysis or, conversely, which effects are not potentially noteworthy and require no further assessment. The following sections review main categories of effects; Step 5 concludes with an evaluation matrix of effects for analysis in Step 6. 3.5.2 Encroachment -Alteration Effects Alteration of the behavior and functioning of the affected environment caused by project encroachment can be characterized into two broad categories: ecological effects and socioeconomic effects. These effects can be linked to project impact-causing activities identified in the previous step. The two main effects are discussed below. 3.5.3 Potential Ecological Effects The ecosystem approach embodied in CEQ's biodiversity document (1993) recognizes the "fundamental interconnections within and among various levels of ecological organization." Reduction of diversity at any level will have effects at the other levels. Therefore, an understanding of the interconnections can help reveal the chain of events delayed in time or space from the original transportation project action of disturbance on or within a particular level of ecological organization. The following indirect and cumulative effects of transportation project actions can have important consequences for ecosystems: • Habitat fragmentation from physical alteration of the environment; • Lethal, sublethal and reproduction effects from pollution; • Degradation of habitat from pollution; • Disruption of ecosystem functioning from direct mortality impacts; and • Disruption of natural processes (e.g., hydrology, species competition, predator- prey relations, etc.) from altered energy flows. 3.5.4 Potential Socioeconomic Effects Socioeconomic effects of transportation projects are the result of a change in the physical nature of a community. The two major changes are: • Alteration of traffic patterns and access; and • Relocation of homes and business, or relocation or alteration of public facilities. These direct effects can result in indirect/cumulative effects that can be magnified by the cumulative impacts of other actions and include alterations to: U-3344A Airport Boulevard Widening ICE 37 a • Neighborhood cohesion; • Neighborhood stability; • Travel patterns of commuters and shoppers; • Recreation patterns at public facilities; • Pedestrian dependency and mobility; • Perceived quality of the natural environment; • Personal safety and privacy; • Aesthetic and cultural values; • Environmental Justice -disproportionate effects to vulnerable elements of the population; and • Perceived quality of life. 3.5.5 Potential Induced Growth Effects Transportation project improvements often reduce the time-cost of travel, enhancing the attractiveness of surrounding land to developers and consumers. Development of vacant land, or conversion of the existing environment to more intensive uses, is often a consequence of transportation projects. Growth in employment and population attributable to a project is an indirect effect that, in turn, produces its own effects on the environment. Induced growth effects fall into three general categories: effects of projects planned to serve specific land development, effects of projects likely to stimulate complementary development, and effects of projects likely to influence interregional location decisions. These induced growth types are discussed in detail below. 3.5.6 Land Development Transportation projects designed specifically to serve existing or planned large land development projects or groups of projects require a thorough analysis of induced growth and related effects. This is because: • Land development is not just probable but highly likely; • The magnitude and timing of the development is known or generally predictable; and • Details of development projects are known and can be analyzed for environmental effects. Since details of the land development projects are known, analysis of this type of growth is of considerable importance to indirect/cumulative effects analysis and can focus on U-3344A Airport Boulevarnl Widening ICE 38 impacts related to the magnitude and timing of development rather than its probability of occurrence. 3.5.7 Complementary Land Development Complementary land development, such as highway-oriented businesses (e.g. gas stations, rest stops, motels), is more likely near interchanges in rural areas where property values were originally low. Interchanges in suburban or urban areas where property values were higher before project planning and implementation are more likely to support a greater proportion of higher density uses, as well as a greater mix of uses. Factors influencing the likelihood and rate of development near rural interchanges include: • Distance to major urban area or regional center • Traffic volume on the intersecting road • Presence of frontage road • Availability of water and sewer and other infrastructure 3.5.8 Intraregional Location Decisions Apart from the complementary development described above, on a regional basis, the impact of transportation projects is generally minimal. The localized effect of such projects on land use can be substantial, however. If the conditions for development are generally favorable in a region, then transportation projects can become one of the major factors that influence where development will occur. Where transportation projects do influence land development, the general tendency is toward relatively high-density commercial or mufti-family residential development near facility nodes in urban and suburban areas and single-family residential development in the urban fringe. 3.5.9 Project Evaluation Context To evaluate potential indirect and cumulative effects of the project, the Project Team considered all information set forth in this report as well as background information and base conditions established in the EA. Table 10 and Table 11 give examples of indirect and cumulative effects; these tables, together with all previously discussed background information, are used as the basis for decisions made in the Table 12 evaluation matrix. This matrix lists potential effects under major categories and presents indirect/cumulative effects that warrant further analysis. U-3344A Airport Boulevard Widening ICE 39 Table 10: Direct and Possible Indirect Effects of the Airport Blvd Widening Socioeconomics Improved Highway- Business Residential Loss of and Land Use access to oriented declines in Development farmlands suburban/rural business older land suitable locates on land downtown for adjacent to area which development. new was interchanges bypassed Water Quality Improved Land use Increased Decline in Health access development non-point surface water problems, source water quality, contamination pollution contaminants of enter water groundwater supply aquifer Wetlands Improved Land use Many small Substantial access, development, wetlands aggregate loss alteration of elimination or eliminated of wetlands surface water degradation of during due to drainage downstream development development patterns wetlands Ecoloov Improved Fragmentation Elimination of access, of large habitat species which removal of area require this vegetation and large habitat habitat Air Quality Improved Concentrated Creation of Reduction in access development air quality available adjacent to contamination increment for new "hot spot" future highway interchanges exceeding projects standards Noise Increase in Additional Nearby noise due to traffic on residential construction collector roads property producing values are noise above lowered ' standards Cultural Improved Development Substantial Resources access to of land uses in visual impact nearby rural vicinity of to historic area interchange farm property Transportation Improvement Reduce fuel Reduce Improves of traffic flow, usage for utilization of freight stabilization of vehicles using fossil fuels movement vehicular new highway speeds Source: Guidance for Assessing Indirect and Cumulative Impacts of Transportation Projects in North Carolina, 2001 U-3344A Airport Boulevard Widening ICE 40 Table 11: Examples of Cumulative Effects 1. Time Crowding -, Frequent and Repetitive Effects on an Environmental System Forest Harvesting Rate Exceeds Regrowth 2. Time Lags Delayed Effects Exposure to Carcinogens 3. Space Crowding Highly Spatial Density of Effects on an Environmental System Pollution Discharges into Streams from Nonpoint Sources 4. Cross-Boundary Effects Occur Away from Source Acidic Precipitation 5. Fragmentation Change in Landscape Pattern Fragmentation of Historic District 6. Compounding Effects Effects Arising from Multiple Sources or Pathways Synergism Among Pestiades 7. Triggers and Thresholds Fundamental Changes in System Behavior or Structure Global Climate Change Source: Considering Cumulative Effects Under the National Environme ntal Policv Act. Council on Environmental Quality, 1997. U-3344A Airport Boulevard Widening ICE 41 Table 12: Evaluation Matrix Indirect and Cumulative Effects Requiring Detailed Analysis •. •.. •. .• ~ • ••~ Encroachment Ecosystem Related: When considered as a - Alteraton Habitat Fragmentation/ Degradation / segment of Airport Indirect Effects Ecosystem Disruption / Boulevard in addition to Natural Process Disruption / other area TIP projects, the Single Source Air Quality / cumulative effect of Additive (Type Water Quality / increased traffic in Wake 1) and Noise / County could negatively Interactive Other impact air quality in these 8- (Type 2) hour ozone non-attainment Cumulative areas and increase ambient Effects noise levels Socioeconomic /Land Use Related: Community Cohesion /Stability / Alteration of Travel Pattems / Quality of Life Effects / Historic Resources / Aesthetic Effects / Other / Induced Serves Specific Development / th G row (Access - Stimulates Complementary Highway oriented retail, Alteration Development / industrial, office, and Indirect Effects) residential. Influences Location Decisions / Improved access to area Indirect Effects Ecosystem Related: When considered as a Related to Habitat Fragmentation I Degradation / segment of Airport Induced Ecosystem Disruption / Boulevard in addition to Growth Natural Process Disruption / other TIP projects, the Air Quality / project leads to induced .Multiple Source Water Quality / growth, such as, additional Additive (Type Noise / businesses, industries, and 3) and Other firms that will increase Interactive Socioeconomic/Land Use Related: employment levels and (Type 4) Conflict with Goals I Plans traffic in the area. Each of Cumulative Economic I Fiscal Impacts ~ which could ne alive g IY 'Effects Community Cohesion /Stability / impact air quality and Alteration of Travel Patterns / ambient noise levels and Quality of Life Effects / further ftagment habitat. Historic /Cultural Resources / Aesthetic Effects / Other U-3344A Airport Boulevard Widening ICE 42 3.6 Step 6 - Indirect/Cumu/ative Effects Analysis 3.6.1 Overview The purpose of this step is to evaluate the effects identified in Step 5 and determine magnitude, probability of occurrence, timing and duration, and degree to which the effect can be controlled or mitigated. Table 13 provides an overview of direct, indirect, and cumulative effects of the project Table 13: Overview of Direct, Indirect, and Cumulative Effects .. • • ~- • ~ - • ~ . Habitat Low Moderate Negligible Low Moderate High Fragmentation / Degradation Ecosystem Low Moderate Negligible Low Moderate Moderate Disruption Natural Low Moderate Negligible Low Moderate Moderate Process Disruption Water Quality Low Moderate Low Low Moderate Moderate Community Negligible Negligible Negligible Negligible Negligible Negligible Cohesion / Stability Alteration of Positive Positive Positive Positive Moderate Moderate Travel Patterns KEY: Low Adverse Effect Moderate Adverse Effect High Adverse Effect Positive Effect Negligible Effect 3.6.2 Future Conditions /Induced Development Analysis Understanding likely future study area conditions is necessary to assess potential indirect and cumulative effects that may result from the incremental effects of the project and other development activities in the same geographic region. Wake County and the study area population projections are shown in Figure 11 and employment projections are shown in Figure 12. Population and Employment projections were obtained from CAMPO's 2030 Long Range Transportation Plan released in February 2004. U-3344A Airport Boulevard Widening ICE 43 Figure 11: Population Projections 1,600,000 1,400,000 1,200,000 ~. 1,000,000 c v 800,000 3 600,000 400,000 200,000 0 2,000 1,800 1,600 1,400 1,200 ~ 1,000 800 h 600 400 200 0 ,.. .~. s ~za ,~',°, ,~, Y 1 ~ i-, ~ .~, : ~ r ~ ~~`~' ~. ~ ~ ,~ _. ,r~ - ~ r fia~~ f yet. ~~iR.a• ~ ~eq _t~ :F ' ' - ~,: -,~ 2002 2010 2020 2030 f Population Wake County ~-Study Area Source: 2030 Long Range Transportation Plan, Capital Area Metropolitan Planning Organization. February 2004. Figure 12: Employment Projections 1,000,000 900,000 800,000 700,000 ~ 600,000 7 v 500,000 Y 3 aoo,ooo 300,000 200,000 100,000 0 70,000 60,000 50,000 40,000 Q 30,000 in 20,000 10,000 0 ., f ,~ _ , '.; ~, , r,:- ~ ,. > . ,, ~ ~t ; d _ ~ ~„y ' ~~ ~ ~ ~ 1 ~ t ~# s { ~ ; `~ ' } ~ r~' . -t • - ~ ~ ~ ~ F ~ to j [, j~ S: yif ~~..p t,k s~ ~1~ ~,_ y ~ ~ °' 4. ,~ ~~. } fir' t~k }k ~ as ~ ~~ f ~ g . ~: .: ~~: 2002 2010 2020 2030 -~- Wake County -~- Study Area Source: 2030 Long Range Transportation Plan, Capital Area Metropolitan Planning Organization. February 2004. U-3344A Airport Boulevard Widening ICE 44 Over the past several decades, the Triangle Region has experience substantial growth in both population and employment. The region growth rate is one the highest projected in the state and is expected to continue through 2030. This growth rate can be attributed to the diverse economy, investment in infrastructure, top research facilities and institutions, and a high quality of life. The study area's population is expected to remain relatively flat through 2020, while the employment levels are expected to grow. at a steady rate. This is because the area is considered an employment center and contains only a small amount of housing. However, with the development of more mass transit opportunities and as land becomes scarcer the population is expected to rise as future plans for high-density mixed use developments are realized. 3.7 Step 7 -Analysis Results Evaluation 3.7.1 Overview The purpose of this step is to evaluate the results of analyses done for this study. Results of the GIS future land use analysis are discussed below. 3.7.2 GIS Land Use Analysis Baseline and future population and employment data from CAMPO, land use/zoning data from the Town of Morrisville, and results of the indirect and cumulative effects evaluation matrixes (Table 12 and Table 13) were analyzed using GIS to create the future land use map shown in Figure 13. This future land use scenario shows changes in land use according to the Morrisville Land Use Plan and CAMPO 2030 population and employment projections. The future land use scenario also identifies a Regional Activity Center (RAC). The RAC is a location that has been identified in the land use plans as an area likely to see significant development that will draw people from the region based on its location. U-3344A Airport Boulevard Widening ICE 45 z °' ~ o y ~ r 'c3 m ~ ~v Q 5~ g ~~ ~ ~ N N w ~vN w ^^ ^^ •~ ~ ~ ~ W " m N ~ ~ ~ .s ~ N ~` ~ ~ ~ ~ ~ ~ _ ~ o ~ m I #~ ~ C Q J r~ ~ L o °! ° c o m ~. t r t ~ t ~ ! ;. 3 '~ ; Z' O d' M M ~ C~ ~~ O O m ~ C s .' • f `~ N C a t6 U `° ~M ~ ~ III ~ ~ ' ~ ~ E I~ 4 N ` °~ V ~~ ~ ~ m m ~ ~ „ j o ~ o ~ -a U O ~ ~ ~ ~ ~ ~ N ~ ~ ~ ~ S N j L" U N c~ L o O N r~ O ~ r 9 O ~~ y~ O Q u, M °o ~ 7 ~ ~', ` f' ~' ' Z ~ O L ++ ~ N~ N N N -. N QO 1t: N ~ C ~N O N O N Q ~ ~ N N M 10 C9 V) W ~ ~ ~ •~ ~ ~j ~ ~ W N W W W W ~i (~ ~ Z ~~ QU (/~ x x x x 5 ~ m ~ 3 ~ ~ ~~,~! ~N p~p~p~p~p~p~~~~ sg UyyZ ~, ~,,, N ~ r Y~ W N N r r V) •~ Q w uopQ~ndod col soeRo~dw31Wo1 ~ ~€ Q• O t6 ~p 0 0 ~ Hb ~~~0 r `- m oN m N t+ - ~Np M`~,. M r N f~ N N {07 O N 3.7.3 Conclusions According to the Town of Morrisville Land Use Plan and estimates made by the CAMPO, the study area will experience significant growth in the number of employees throughout the next 30 years. The population is expected to remain relatively stable over the next 20 years, and then experience substantial growth between years 2020 and 2030. Considering the current and projected population and employment for the study area, this project is likely to induce land use changes. While the area would likely experience growth regardless of the project, the project will cumulatively increase the attractiveness of the study area to industrial businesses and improve the flow of commuter traffic during peak hours. The cumulative effects of this project and other past, present, and future transportation projects will have an impact on land development, travel patterns, and water resources. A summary of noteworthy future study area conditions is presented below. Land Use/Development -The Morrisville Land Use Plan designates the majority of the study area for office/institutional and industrial development. Development will likely occur in a steady manner throughout the near future, gradually reaching the study area's build out. Extensions of McCrimmon Parkway and Airport Boulevard will improve access to the area, increasing its attractiveness for development. Travel patterns -The project will improve the overall flow of traffic between several existing and planned thoroughfares in Morrisville, including Airport Boulevard, NC 54, and McCrimmon Parkway to I-40 and the Raleigh-Durham International Airport. 'Wafer Resources -The increased proportion of the study area devoted to urban land uses will put more strains on the water resources. Long term, these strains can alter the availability and quality of hydrologic resources, both groundwater and surface water. Modifications in land use may also affect the proportions of ground water and surface runoff in rivers and streams. However, the following federal, state, and local regulations are in place to protect surface water quality and accommodate future growth. o EPA National Pollution Discharge Elimination System (NPDES) -Phase 11 Stormwafer Rules o North Carolina -Water Supply Watershed Protection Act o North Carolina -Neuse River Basins Nutrient Sensitive Waters Management o Neuse River Basin Buffer Rules o North Carolina - Nonpoint Source Program o Wake County -Land Use and Sformwater Regulations U-3344A Airport Boulevard Widening ICE 47 Adhering to these regulations for the protection of surface waters should limit direct and indirect effects to this important resource. 3.8 Step 8 -Assessing the Consequences/Mitigation Development The purpose of this step is to assess the consequences of effects and determine the need for modifications to avoid effects, or strategies to mitigate unavoidable effects. General direction for assessing consequences and mitigation development is provided in the Guidance for Assessing Indirect and Cumulative Impacts of Transportation Projects in North Carolina, Volume 11: Practitioners Handbook. Mitigation techniques appropriate to this project are presented below. 3.8.1 Mitigation Techniques for Encroachment-Alteration Effects Encroachment-alteration indirect/cumulative effects, although often distant in time and space from the project, are similar to many direct project effects and can be addressed with similar mitigation strategies. As with direct effects, in many cases these strategies involve altering one of the following aspects of the project or plan within the control of the NCDOT: • Facility type; • Facility alignment; • Facility design features; • Techniques used during construction; and • Facility maintenance. 3.8.2 Mitigation Techniques for Induced Growth Project-induced growth can be mitigated to some extent through a variety of access control by NCDOT or land use control techniques by local municipalities. These techniques are described below as they related to the primary types of induced growth. 3.8.3 Techniques Available to the NCDOT Access Management is one primary technique in which NCDOT can work under its own authority and initiative with local government to influence the magnitude and location of induced growth activity. The extent and location of complementary development and • regional development shifts can be controlled to some extent through modifications to the access plan for the facility. For highway facilities, aspects of the project that can be modified include the location of interchanges, the type of the interchange (partial, one- way access or full access), connectivity to local arterials, traffic patterns on connecting roadways, the presence of frontage roads, and curb-cut regulations on connecting roadways. Some of these features such as the type and location of interchanges are within the jurisdiction of the sponsoring agency. Other issues, such as traffic patterns and curb-cut regulations may be within the jurisdiction of local agencies. 3.8.4 Techniques Available to Other Entities Several techniques for regulating and managing growth induced by the proposed project or other actions are available for implementation by local governments and other U-3344A Aiiporf Boulevard Widening ICE 48 agencies. Where induced growth has been determined to be an issue requiring mitigation, the environmental document must describe techniques for growth management that may be implemented by other parties. These techniques fall into the following general categories: Zoning/Comprehensive Planning -Local zoning controls and comprehensive planning are outside the jurisdiction of the NCDOT, but are often the most effective tools at controlling induced growth. Zoning involves the regulation of both the density and use to which land may be put. When combined with comprehensive planning, zoning allows communities to shape patterns of growth and development within their boundaries. To use zoning and planning effectively as a tool to mitigate project induced growth, the land planning process should ideally run concurrent with the transportation planning process. If the land planning process occurs as a later time, particularly in areas that are clearly in the path of future development, anticipation of the project among developers and landholders may make the planning process more difficult. NCDOT can play a role in this process by encouraging local agencies to consider transportation facilities in land use planning through early consultation and coordination with local governments throughout the planning and environmental review process. A zoning response to a transportation plan or project is also most effective when it involves an area-wide or region-wide approach to distinguishing areas suitable for growth from those requiring conservation. In circumstances where numerous planning jurisdictions are present in the impact area, the involvement of NCDOT or other regional planning agencies may be necessary to produce a coordinated response. In cooperative efforts with local governments and agencies, it should be noted that zoning regulations enacted as a response to the induced growth effects of transportation facilities should balance other needs of the community including employment and housing for all income groups. Growth Management Regulation -Several jurisdictions have pursued regulatory strategies that allow for regulation of the timing and location of residential and commercial development in a manager not addressed by traditional zoning regulations. Examples of growth management techniques that may be suggested for implementation in North Carolina include the following: Adequate Public Facilities Ordinances (APFOs) - This type of growth management strategy links approval for certain types of projects (those requiring subdivisions or variances, for example) to a review of the capacity of infrastructure to serve those projects. Infrastructure types often considered in these ordinances include water/sewer service, local transportation facilities, and other government services. Long range plans for the programming of infrastructure projects in Capital Improvement Plans are prepared as part of the ordinance and projects exceeding the capacity of infrastructure before improvements will be in place do not receive approval. Conditional approval of subdivisions based on provision of infrastructure at the developers expense (exactions) is provided for under North Carolina law, but ordinarily limited to ~~ streets, utilities, and parks, and does not cover schools, fire stations, or other community facilities. Requirements for the dedication of land (for purposes other U-3344A Airport Boulevard Widening ICE 49 than parks or utility easements) or the payment of impact fees is not expressly provided for under North Carolina law. (Lawrence & Wicker, 1996). Development Moratoria -Similar to APFOs, moratoria give local jurisdictions the authority to halt new development projects until public facilities are improved to an appropriate level. Moratoria have also been used to preserve corridors slated for transportation improvements. Urban Growth Boundaries -Some metropolitan regions outside of North Carolina have adopted growth boundaries surrounding metropolitan areas to preserve open space around cities, slow the growth of suburban sprawl, and focus development into urban cores where infrastructure levels provide capacity for growth. These growth boundaries are often designed to accommodate growth projected for 20- to 30-year periods. Growth boundaries are effectuated by strictly regulating densities outside the growth boundaries or limiting the provision of infrastructure beyond the boundary (planning techniques that are permissible under North Carolina law). Regional authorities are often given the responsibility of regulating and planning the growth boundary system. Formal regional management of growth beyond county boundaries would likely require special enabling legislation in North Carolina. Portland, Oregon's experience shows that growth boundaries can be successful in preserving green -space and promoting development of the core, but regulations need to be reviewed frequently to prevent spillover growth just outside protected areas. Extraterritorial Zoning/Annexation - In some fast growing metropolitan regions, cities are given special authority over zoning issues and development applications in unincorporated areas outside city limits. Annexation and extraterritorial zoning powers are provided for under North Carolina statute. (Lawrence & Wicker, 1996.) This authority is meant to promote the orderly growth of the metropolitan area and compatibility between the city center and the periphery. Extraterritorial zoning authority is also granted with the expectation that city boundaries will eventually expand to keep pace with urban development. Policies meant to ease the process of annexation of incorporated or unincorporated suburban or fringe lands into a city's jurisdiction can mitigate against the induced growth impacts of transportation improvements by allowing planning, zoning, and growth management strategies to be implemented on a regional basis. 3.8.5 Mitigation Techniques for Effects Related to Induced Growth In addition to managing residential and commercial growth induced by a transportation project, a local jurisdiction may also choose among strategies designed to mitigate the environmental and social effects related to induced growth. 3.8.6 Techniques Available to NCDOT Context Sensitive Design - A major goal of context-sensitive design is to allow for local public input early in the design process so that costly delays and revisions can be avoided. Examples of context sensitive design and flexible standards include deviation from the standard length of an acceleration or deceleration lane to protect a notable feature, modifying the design of an arterial that passes through a downtown area to allow for a boulevard that would better fit with the local context, and inclusion of special U-3344A Airport Boulevard Widening ICE 50 materials or design features to allow the facility to fit the scale and style of its surroundings. 3.8.7 Techniques Available to Other Entities Resource Management and Preservation Regulations -Specific regulations designed to protect vital resources and work to guide the path and intensity of development and limit impacts on notable features related to induced growth. There are several examples of implementation of resource management in North Carolina. General categories include: • Coastal areas where development areas are delineated and development is permitted only under special circumstances in critical areas. • Stream buffers where development is regulated to protect the quality and quantity of water resources, prevent flooding, and promote water-related tourism and recreation. Performance Standards - North Carolina law makes provision for the use of performance standards in local zoning and subdivision regulations. Performance standards can define uses as of right or the standards required for obtaining a conditional use permit. Performance standards encompass the following types of regulation: • Regulation of height, bulk, setback, lot size and other dimensional features; • Regulation of uses within zones and standards that define and distinguish uses; • Specification of site design features such as off-street parking, impervious surface, vegetative cover removal, landscaping and screening, and signage; • Specifications of standards for noise and pollutant emissions allowed in manufacturing or agricultural activities; and • Standards for community appearance or historic preservation with review and limited enforcement powers vested in a planning agency or special commission. Land Acquisition/Conservation Easements - A technique for preservation of green space, habitat, or other important resource areas that is seeing increasing use is the acquisition of land or development rights by government agencies, non-profit groups, or other private initiatives. These groups purchase or accept donations of land and pledge to keep the land permanently undeveloped. Development rights can also be purchased while the underlying title and use is retained by a landholder through the use of conservation easements. These easements once written into a deed can permanently prevent development on a parcel regardless of future ownership. Carefully planned acquisitions can work to focus growth and protect notable features from growth related impacts. 3.8.8 Techniques for Systems Planning Stage Many of the techniques previously outlined are applicable to the transportation systems planning as well as to project development. As noted above, comprehensive planning, resource preservation regulations, and other techniques meant to shape growth when integrated with the planning of transportation systems will minimize the likelihood of U-3344A Airport Boulevard Widening ICE 51 indirect/cumulative effects on notable features and conflicts with community goals. Additional techniques applicable to transportation systems planning include Comprehensive Performance Measures and Promoting Regional Coordination; these techniques are discussed below. Comprehensive Performance Measures -Traditionally in the planning of transportation systems, the assessment of need for a transportation project has been based in part on measures of mobility in the existing transportation system. These measures focus on the efficient movement of vehicles. This is often measured in level of service (LOS) ratings describing various states of traffic conditions. Mobility measures provide no linkage, however, with land use conditions in the vicinity of projects. This disconnect can lead to the potential for conflict with notable features or goals later in the process. Evaluating projects with performance measures related to accessibility will help better connect transportation needs, land use considerations, and concerns regarding sustainability. Such measures include: • Vehicle Miles Traveled (VMT) or Vehicle Hours Traveled (VHT); • Accessibility to Jobs and Commercial Centers; and • Impact on Jobs/Housing Balance. The use of integrated transportation and land use models that employ a feedback loop between transportation and land use choices will also help integrate evaluation of induced growth concerns into the systems planning process. Promoting Regional Coordination -Early coordination on a regional level is the best method for evaluation and mitigation of indirect/cumulative effects. Regional coordination is especially important in controlling induced growth because a variety of uncoordinated local regulatory responses may work to intensify effects in the least regulated areas. 1 North Carolina Department of Transportation. Guidance for Assessing~Indirect and Cumulative Impacts of Transportation Projects in North Carolina, Volumes I and II. Raleigh, NC: The Lois Berger Group, Inc. November 2001 • 2 Council on Environmental Quality. CEQ Regulations for Implementing NEPA: Federal Regulation 49750. Washington D.C., 21 December 1984. s C~2 Regulations for Implementing NEPA: Federal Regulation 49750, December 1984. a North Carolina Department of Transportation, Division of Highways. Morrisville SR 3015 (Airport Boulevard Widening from NC 54 to I-40 Administrative Action State Environmental Assessment. (Raleigh, NC: July 1996). s Guidance for Assessing Indirect and Cumulative Impacts of Transportation Projects in North Carolina, November 2001. U-3344A Airport Boulevard Widening ICE 52 6 Morrisville SR 3015~Airport Boulevard) Widening from NC 54 to I-40 Administrative Action State Environmental Assessment. July 1996. ~ Guidance for Assessing Indirect and Cumulative Impacts of Transportation Proiects in North Carolina. November 2001. s Research Triangle Regional Partnership. Data Book. No date. <www.researchtriangle.org> (11 November 2004). 9 US Census Bureau. American Factfinder: Data Sets 2000 Summary File-1. <http://factfinder.census.gov> (2 November 2004). io Capital Area Metropolitan Planning Organization. 2030 Long Ran eg Transportation Plan. Raleigh, NC: September 2004. <http://www.raleigh-nc.org/campoh (11 November 2004). i i Research Triangle Regional Partnership. 11 November 2004. i2 2030 Long Ran eg_Transportation Plan. September 2004. is 2030 Long Ran eg, Transportation Plan. September 2004. is Town of Morrisville. Morrisville Transportation Plan. Prepared by Kimley-Horn and Associates, Inc. Draft Plan. No date. <http://www.ci.morrisville.nc.us/planning/Draft Morrisville_Reportl.pdfl (25 October 2004). 's North Carolina Department of Environment and Natural Resources, Division of Water Quality. Basinwide Planning Program: 2002 Neuse River Basinwide Water Quality Plan. July 2002. <http://h2o.enr.state.nc.us/basinwideh (12 November 2004). '6 North Carolina State Government. Water Supply Watershed Protection Act. NCGS 143-214.5 (1989, c. 426, s. 1; 1991, c. 342, s. 9; c. 471, s. 2; c. 579, s. 1; 1991 (Reg. Sess., 1992), c. 890, s. 14; 1998-215, s. 62.) and 143-214.6 (1989, c. 426, s. 2, c. 603, s. 2, c. 727, s. 159; 2001-452, s. 1.2.) 17 North Carolina Department of Environment and Natural Resources, Division of Water Quality. 15A NCAC 02B .0100 & .0200 Amended Effective: April 1, 2003 and Water Supply Watershed Classifications. <http://h2o.enr.state.nc.us/wswp/wsclasses.html> (15 November 2003). U-3344A Airport Boulevard Widening ICE 53 7 's Morrisville SR 3015 (Airport Boulevard Widening from NC 54 to I-40 Administrative Action State Environmental Assessment. July 1996. '9 F.H. Irwin and B. Rodes. Choosing_Appropriate Scales for Making Decisions on Cumulative Impacts: A Guide for Managers. World Wildlife Fund and the Conservation Foundation. Washington, D.C. (1990) 20 Richard Forman and M. Godron. Landscape Ecology. Wiley Textbooks: Jan 1986. Zi Griffith, G.E., Omernik, J.M., Comstock, J.A., Schafale, M.P., McNab, W.H., Lenat, D.R., MacPherson, T.F., Glover, J.B., and Shelburne, V.B., 2002, Ecoregions of North Carolina and South Carolina, (color poster with map, descriptive text, summary tables, and photographs): Reston, Virginia, U.S. Geological Survey (map scale 1:1,500,000). zz Town of Morrisville. Town of Morrisville Land Use Plan. Adopted by the Morrisville Board of Commissioners November 8, 1999. Prepared by the Wooten Company. z3 M.P. Schafale and A.S. Weakley, 1990. Classification of the Natural Communities of North Carolina, A Third Approximation. North Carolina Natural Heritage Program, Division of Parks and Recreation, Department of Environment, Health and Natural Resources, Raleigh, NC. Za Environmental Laboratory. (1987). Corps of Engineers Wetlands Delineation Manual, Technical Report Y-87-1, US Army Engineer Waterways Experiment Station, Vicksburg, Miss. zs U.S. Fish and Wildlife Service. Lists of Endangered, Threatened, Proposed and Candidate Species for the Southeast Region. Wake County, North Carolina. Internet Database. February 25, 2003. http://southeast.fws.gov/es/county%201ists.htm. 26 North Carolina Natural Heritage Program (1VHP) Element Occurrence Database. North Carolina Natural Heritage Program, Division of Parks and Recreation, NC Department of Environment, Health, and Natural Resources. Internet database search at http://www.ncsparks.net/nhp/search.html. (January 2004). U-3344A Airport Boulevard Widening ICE 54 Bibliography Capital Area Metropolitan Planning Organization. 2030 Lona Range Transportation Plan. Raleigh, NC: September 2004. <http://www.raleigh-nc.org/campo/> (11 November 2004). Council on Environmental Quality. CEQ Regulations for Implementing NEPA: Federal Regulation 49750. Washington D.C., 21 December 1984. Environmental Laboratory. (1987). Corps of Engineers Wetlands Delineation Manual, Technical Report Y-87-1, US Army Engineer Waterways Experiment Station, Vicksburg, Miss. Forman, Richard and M. Godron. Landscape Ecology. Wiley Textbooks: Jan 1986. Quoted in North Carolina Department of Transportation. Guidance for Assessing Indirect and Cumulative Impacts of Transportation Projects in North Carolina. Vol. I and II. Raleigh, NC: The Louis Berger Group, Inc., 2001. Griffith, G.E., Omernik, J.M., Comstock, J.A., Schafale, M.P., McNab, W.H., Lenat, D.R., MacPherson, T.F., Glover, J.B., and Shelburne, V.B., 2002, Ecoregions of North Carolina and South Carolina, (color poster with map, descriptive text, summary tables, and photographs): Reston, Virginia, U.S. Geological Survey (map scale 1:1, 500,000). Irwin, F.H. and B. Rodes. Choosing Appropriate Scales for Making Decisions on Cumulative Impacts: A Guide for Managers. World Wildlife Fund and the Conservation Foundation. Washington, D.C. (1990). Quoted in North Carolina Department of Transportation. Guidance for Assessing Indirect and Cumulative Imeacts of Transportation Projects in North Carolina. Vol. I and II. Raleigh, NC: The Louis Berger Group, Inc., 2001. Morrisville, Town of. Town of Morrisville Land Use Plan. Adopted by the Morrisville Board of Commissioners November 8, 1999. Prepared by the Wooten Company. Morrisville, Town of. Morrisville Transportation Plan. Prepared by Kimley-Horn and Associates, Inc. Draft Plan. No date. <http://www.ci.morrisville.nc.us/planning/Draft_Morrisville_Report1.pdf> (25 October 2004). North Carolina Department of Environment and Natural Resources, Division of Water Quality. 15A NCAC 02B .0100 8 .0200 Amended Effective: April 1, 2003 and Water Supply Watershed Classifications. <http://h2o.enr.state.nc.us/wswp/wsclasses.html> (15 November 2003). North Carolina Department of Environment and Natural Resources, Division of Water Quality. Basinwide Planning Program: 2002 Neuse River Basinwide Water Quality Plan. July 2002. <http://h2o.enr.state.nc.us/basinwide/> (12 November 2004). U-3344A Airpo-f Boulevard Widening ICE 55 North Carolina Department of Transportation. Guidance for Assessing Indirect and Cumulative Impacts of Transportation Projects in North Carolina. Vol. I and II. Raleigh, NC: The Lois Berger Group, Inc., 2001. North Carolina Department of Transportation, Division of Highways. Morrisville SR 3015 (Airport Boulevard Widening from NC 54 to I-40 Administrative Action State Environmental Assessment. (Raleigh, NC: July 1996). North Carolina Natural Heritage Program (NHP) Element Occurrence Database. North Carolina Natural Heritage Program, Division of Parks and Recreation, NC Department of Environment, Health, and Natural Resources. Internet database search at http://www.ncsparks.net/nhp/search.html. January, 2004. North Carolina State Government. Water Supply Watershed Protection Act. NCGS 143-214.5 (1989, c. 426, s. 1; 1991, c. 342, s. 9; c. 471, s. 2; c. 579, s. 1; 1991 (Reg. Sess., 1992), c. 890, s. 14; 1998-215, s. 62.) and 143-214.6 (1989, c. 426, s. 2, c. 603, s. 2, c. 727, s. 159; 2001-452, s. 1.2.) Research Triangle Partnership. Data Book. No Date. <www.researchtriangle.org> (11 November 2004). Schafale, M.P. and A.S. Weakly. (1990). Classification of the Natural Communities of North Carolina, A Third Approximation. North Carolina Natural Heritage Program, Division of Parks and Recreation, Department of Environment, Health and Natural Resources, Raleigh, NC. US Census Bureau. American Factfinder: Data Sets 2000 Summary File-1. <http://factfinder.census.gov/> (2 November 2004). U.S. Fish and Wildlife Service. Lists of Endangered, Threatened, Proposed and Candidate Species for the Southeast Region. Wake County, North Carolina. Internet Database. February 25, 2003. http://southeast.fws.gov/es/county%201ists. htm. U-3344A Airport Boulevard Widening ICE 56 Appendix A: Correspondences U-3344A Airport Boulevard Widening ICE Correspondence with CAMPO concerning Airport Boulevard ICE Questionnaire Mr. Wilmot, For the most part the questions on the ICE Questionnaire are best answered by the involved planning departments. I believe the widening of Airport Boulevard from McCrimmon Parkway to NC 54 will be beneficial; however, there may be problems when and if Airport Blvd. is extended as intended (As stated in the Town of Morrisville Draft Transportation Plan (Page 3-17)) http://www.ci.morrisville.nc. us/planning/Draft_Morrisville_Report1.pdf The Town of Morrisville Transportation Plan calls for a square loop interchange at the intersection of Airport Blvd. and NC 54. This will require a grade separation and, inherently, significant disruption of the commercial properties adjacent to the portion of Airport Blvd. to be widened in FY 2005. Though an Airport Blvd. Ext. and a McCrimmon Parkway Ext. is included in the 2030 LRTP, CAMPO staff favors the McCrimmon Parkway project due to its continuity and the fact that a square loop interchange is feasible at its intersection with NC 54. An underutilized lumber yard is located in the row in the McCrimmon Parkway/NC 54 location as opposed to the newly constructed commercial uses (Car Quest, Exxon, Citgo, Best Supply, and Culligan Water) that will be disrupted if the Airport Boulevard Extension and planned square loop interchange is constructed. Essentially our concerns are not with this particular project, but more with future projects and the possibility that the widening to take place next year will have to be altered significantly in the long term if Morrisville's plans are adhered to and an Extension of Airport Blvd. And accompanying interchange are built. Attached is a map showing the projects mentioned. Let me know if further clarification is needed or if there is a need to have on hand a completed questionnaire. CAMPO's concern falls within the first question so I could easily place this explanation there and then email you back the completed form. Jake Petrosky Planning Technician Capital Area MPO 919.807.8515 ----Original Message---- From: Kory_Wilmot@URSCorp.com [mailto:Kory_Wilmot@URSCorp.com] Sent: Friday, October 15, 2004 2:32 PM To: Johnson, Ed Cc: Petrosky, Jake Subject: RE: Airport Boulevard ICE I have attached a brief description that provides the purpose and definition of the Indirect and Cumulative Effects (ICE) Process and a description of the project and its purpose and need. Also, the Environmental Assessment has already been approved by the NC DOT for this project. And as far as a time line for the project goes, according to the NC DOT 2004-2008 TIP, the project (U-3344) is scheduled as follows: design is underway, acquisitions in FY 04, and construction in FY 05. (See attached file: Airport Boulevard Background Information.doc) Thanks, Kory Wilmot U-3344A Airport Boulevard Widening ICE ii "Johnson, Ed" <Ed.Johnson@ci.raleigh.nc.us To: <Kory_Wilmot@URSCorp.com> cc: "Petrosky,Jake" <Jake.Petrosky@ci.raleigh.nc.us> Subject: RE: Airport Boulevard ICE 10/15/2004 01:39 PM By copy I'm asking Jake Petrosky to assist you. To assist us, please send all available current info on the proposed project (alternative cross-sections being evaluated, implementation schedule with interim milestones, estimated project costs, etc.). Edison H. Johnson, Jr., PE Director, N.C. Capital Area Metropolitan Planning Organization 127 W. Hargett St. -Suite 406 Raleigh, NC 27601 Telephone: 919.807.8500 Facsimile: 919.807.8517 E-Mail: ed.johnson@ci.raleigh.nc.us Website: http://www.sleigh-nc.org/cameo/index.htm ---Original Message-- From: Kory_Wilmot@URSCorp.com [mailto:Kory_Wilmot@URSCorp.com] Sent: Friday, October 15, 20041:32 PM To: Johnson, Ed Subject: Airport Boulevard ICE Mr. Johnson, I am working on an Indirect and Cumulative Effects (ICE) study on the widening of Airport Boulevard in Morrisville from McCrimmon Parkway to NC 54 for the NC DOT. As part of the process, we need the perspective of local planners on how the road project may impact the community. Attached to this email you will find a questionnaire on the potential impacts. It would be a great help if you (or someone that you designate) could answer these questions for us. It is not a rush to get the questionnaire back, but it would be ideal if you could return it within the next two weeks. If you have any questions or would like additional information on the project, please don't hesitate to contact me. Thanks for your time and cooperation. Sincerely, Kory Wilmot Urban Planner URS Corporation 1600 Perimeter Park Drive Morrisville, NC 27560 phone: (919) 461-1333 email: kory Wilmot@urscorp.com :~ (See attached file: Airport Boulevard Survey.doc) Airport_Blvd_ICE.pc U-3344A Airport Boulevard Widening ICE iii Correspondence with Morrisville Planning Department concerning Airport Boulevard ICE Questionnaire To: pculpepper@ci.morrisville.nc.us 10/15/2004 01:29 PM Subject: Airport Boulevard Widening ICE Mr. Culpepper, I am working on an Indirect and Cumulative Effects (ICE) study on the widening of Airport Boulevard from McCrimmon Parkway to NC 54 for the NC DOT. As part of the process, we need the perspective of local planners on how the road project may impact the community. Attached to this email you will find a questionnaire on the potential impacts. It would be a great help if you (or someone that you designate) could answer these questions for us. It is not a rush to get the questionnaire back, but it would be ideal if you could return it within the next two weeks. If you have any questions or would like additional information on the project, please don't hesitate to contact me. Thanks for your time and cooperation. Sincerely, Kory Wilmot Urban Planner URS Corporation 1600 Perimeter Park Drive Morrisville, NC 27560 phone: (919) 461-1333 email: kory_wilmot@urscorp.com (See attached file: Airport Boulevard Survey.doc) From: Kory_Wilmot@URSCorp.com [mailto:Kory_Wilmot@URSCorp.com] Sent: Wednesday, November 10, 2004 10:49 AM To: Philip E. Culpepper Subject: Airport Boulevard Widening ICE Mr. Culpepper, I sent you a questionnaire concerning the Airport Boulevard Widening Indirect and Cumulative Effects Study back in mid October (See Email below). My project deadline is fast approaching. Can you take a look at this and have a response for me by the first of next week? Thanks, Kory Wilmot Urban Planner URS Corporation 1600 Perimeter Park Drive Morrisville, NC 27560 U-3344A Airport Boulevard Widening ICE iv From: Philip E. Culpepper Sent: Wednesday, November 10, 2004 4:15 PM To: 'Kory_Wilmot@URSCorp.com' Subject: RE: Airport Boulevard Widening ICE To: <Kory_Wilmot@URSCorp.com> Subject: FW: Airport Boulevard Widening ICE Try sending the short list. These question will have to be written better then the last ones or I will not take the time to respond. From: Kory wlmot@URSCorp.com [mailto:Kory_Wilmot@URSCorp.com] Sent: Friday, November 12, 200410:24 AM To: Philip E. Culpepper Subject: Re: Airport Boulevard Widening ICE The survey was not something that URS developed. It comes directly from the NC DOT and their publication "Guidance for Assessing Indirect and Cumulative Impacts of Transportation Projects in North Carolina." Attached you will find an abridged version of the survey that has been tailored to this project. I hope you will find it easier to complete. Regards, Kory Wilmot Urban Planner URS Corporation 1600 Perimeter Park Drive Morrisville, NC 27560 phone: (919) 461-1333 email: kory_wilmot@urscorp.com (See attached file: Airport Boulevard Survey Abridged.doc) From: Philip E. Culpepper Sent: Monday, November 15, 2004 4:15 PM To: 'Kory ~Imot@URSCorp.com' Subject: RE: Airport Boulevard Widening ICE Attached you will find a completed survey. Philip Culpepper Planning Director Town of Morrisville 919-463-6196 pculpepper@ci.morrisville.nc.us Airport Boulevard Survey Abridged. U-3344A Airpo-f Boulevard Widening ICE v 1600 Perimeter Park Dr. Morrisville, NC 27560 (919) 461-1100 (919) 461-1415 (fax) RECORD OF CONVERSATION SPOKE WITH: Name: Phone Number.' Recorded ey.' Mr. Philli Cul a er 919 463-6196 Ko Wilmot Organization/Company: Date: Time: Town of Morrisville Plannin Director 11.11.04 10:00 AM. Client: Phone Number.• Extension: NCDOT Incoming x^ Outgoing For Information For Action Route To: file Project Name: Airport Boulevard ICE File number Contract No.: 31823694 Reason for Call: Called to follow up on the Airport Boulevard ICE Survey QUEST/ONS ASKED: A voicemail was left to inform Mr. Culpepper of the importance of the survey and of having Morrisville's positions and opinions documented. I informed him that I had gone through the survey and narrowed it down to only 4 vital questions. I also offered to conduct the survey over the phone or to meet with him in person in an effort to make the process less cumbersome. U-3344A Airport Boulevard Widening ICE vi Airport Boulevard Widening (Morrisville) Abridged Indirect and Cumulative Effects Survey PURPOSE The purpose of this Survey is to gain insight from local and regional professionals into the study area's economic and development patterns in order to assess how future economic and physical development patterns will be affected by the Project. This Survey is being distributed as part of an Indirect and Cumulative Impacts Study being conducted by NCDOT, DWQ, and. URS Corporation (Project Consultant). Interviewee: Philip Culpepper Title: Planning Director Affiliation/Company: Town of Morrisville Phone Number: 919-463-6196 PROJECT DESCRIPTION The purpose of this survey is to assess the potential indirect and cumulative effects that may result from the incremental effects of the proposed widening of Airport Boulevard (SR 3015), from NC 54 to McCrimmon Parkway (TIP U-3344A), and other past, present, and future development activities in the same geographic region as the project. QUESTIONS 1. Describe the development projects and patterns you expect to take place in the area surrounding the proposed project over the next 25 years. How does the probability of development change if the road widening project does not occur? Projects along this area would likely be similar to those along the portion of Airport Blvd. That already improved to five lanes. Development will likely occur faster because NCDOT has lowered the cost of developing land fronting on the road. We would require developers build the improvements that arte now being built by NCDOT. U-3344A Airport Boulevard Widening ICE vii 2. How does the project fit into Morrisville's land use, zoning, and transportation plans? Are there any conflicts between the project and the existing plans? This project is consistent with all of these plans. There is no conflict. 3. Do the current ordinances and planning documents sufficiently address future development, environmental, and transportation needs? Are there specific changes that are needed and/or likely to occur? All ordinances are suff cient. No changes are needed. 4. Do you anticipate additional capital investments to support future development that would not be made without the proposed project? Please explain and identify the areas and type of infrastructure improvement. See question #1 above. 5. What are some of the competitive strengths that the study area has over other regions in North Carolina? What are some of the weaknesses? (i.e., in terms of technology, the labor pool, industrial base, etc.). Morrisville has interstate access and large areas for commercial, office and industrial development. We are central to the Triangle. Our major weakness is that most of the roads in town are NCDOT and are in great need of improvement. Other towns send their traffic impact to us and we are not in the position to make necessary upgrades. THANK YOU U-3344A Airpo-t Boulevard Widening ICE viii Appendix B: Checklists U-3344A Airpo-t Boulevard l~dening ICE ix B-1 ORGANIZATION AND TABULATION OF GOALS CHART (Check where applicable) Social Health and Well-Being Goals / Achieve adequate, appropriate and accessible _ open space and recreation. / Comply with state and federal water and air _ quality laws. _ Preserve or create multi-cultural diversity. _ Preserve heritage. _ Provide choice of affordable residential locations Provide urban environment for those with special _ needs. / Promote land use patterns with sense of _ community. / Provide a range of services accessible to all. / Promote a healthy and safe environment. / Provide sound management of solid and _ hazardous waste. _ Other. Economic Opportunity Goals Support activities to meet changing economic / conditions. _ Provide energy-efficient transportation. Provide developments with transit-supported _ capabilities. / Target economic export activities. / Attract and maintain work force. / Promote infill of smaller, passed-over sites. Encourage redevelopment of older areas for new purposes. Other. Ecosystem Protection Goals / Protect ecosystems. _ Minimize fragmentation. _ Promote native species. Protect rare and keystone species. The Town of Morrisville offers park and recreation activities, which include organized sports, athletic facllities, community centers, and cultural programs. These programs and facilities promote and active and healthy communities. The Wake County Soil and Water Conservation District works to protect,. restore, and improve the use of soil, water, and related resources. The Morrisville Land Use Plan is set up to provide for orderly growth and development in the town through coordination of development with existing and planned infrastructure improvements. Morrisville's location next to RTP and the RDU airport has made it an attractive place for development. This trend will continue and Morrisville has worked to facilitate future development. The Airport Boulevard Widening project is included in the Town of Morrisville's Transportation Plan and in the CAMPO TIP Plan. Neuse River Basin Plans: - Protect unimpaired waters yet allow of reasonable economic growth. - Restore full use to impaired waters. - Protect high value resource waters. / Protect sensitive environments. _ Maintain natural processes. Maintain natural structural diversity. Protect genetic diversity. / Restore modified ecosystems. Other. U-3344A Airport Boulevard Widening ICE x B-2 STUDY AREA DIRECTIONS AND GOALS CHECKLIST 1. Generalized Setting Within Metropolitan Statistical Area (Identify MSA) / Raleigh-Cary Outside of MSA Both Inside and Outside MSA Indicate Distance to Nearest Metropolitan Center 2. Characteristics of Transportation System (Note: These items are not intended to cover entire transportation need, but rather to use information from more detailed assessments to provide a preliminary indication of existing accessibility, service and modal interrelationship characteristics, i.e., factors relevant to subsequent indirect effects analysis). • Identify missing links in transportation system • Map and describe existing level of service on minor and principal arterials and their access characteristics. • Indicate distance to nearest interstate highway if not in study area. • Map and describe existing transit routes and demand. • Map and describe major concentrations of existing and planned devebpment. • Describe modal interrelationships including competing and complementary characteristics. 3. Population Trend Projection Declining Static (t 1%110 years) Slow Growth Rapid Growth (>10%110 years) / / 4. Planning Context Yes No If Yes, identify by title, agency and date Zoning / Morrisville State Master Plan / County /Regional Master Plan / CAMPO Municipal Master Plan / Morisville Water Quality Management Plan / NCDENR, DWO Other Natural Resources Man ement Plan 5. Describe known plans for major new or expanded activity centers including public facilities. Plans exist to extend McCrimmon Parkwa .This ro'ect, cou led with the construction of I-540, will make the area more attractive for develo ment. . Plans are underwa for the construction of a new hotel and convention center to be located alon Ai rt Boulevard near I-40. Is the activity center dependent on transportation system improvement? Yes / No 6. Is the transportation need linked to economic growth and land development? Yes / No If yes, is the nature of the linkage to: Serve the needs of planned growth or Channelize growth / or Stimulate growth / or 7 Based on information obtained, are there any apparent conflicts between transportation and other needs that could resuk in controversy? (Describe) Yes Possible No / U-3344A Airport Boulevard Widening ICE xi B-3 ECOSYSTEM CONDITIONS INVENTORY ~ Suburban ~• .• See Figure 2, Study Area and Figure 8 Current Land Use Landscapes Remnant Communities Greenways Remnant Populations Wetlands and Riparian Zones Drainage Patterns Natural Vegetation Diversity ~ Rural See Figure 2, Study Area and Figure 8 Current Land Use Watersheds Local Ecosystem Integrity Riparian Corridors Endemics and Migratory Species Riparian and Forest Corridors Hydrology Landscape Pattern Diversity Dispersal Routes Wildland Regional Ecosystems Remote Habitat Contiguous Habitat Habitat Interior Species Unique Environments Structural Components of Interior Habitat Sub-Population Movements U-3344A Airport Boulevard Widening ICE xii 0 B-4 SOCIOECONOMIC CONDITIONS INVENTORY Economic Residents' Occupational Mix Jobs in Community (Mix) JobslHousing Balance (Self-Containment) Income Distribution Mix Journey to Work (Length and Mode) Job Growth Rate Business Ownership and Services Characteristics Demograahic Population Growth Rate Population Age Mix Household Types Retired Population Percent Social Community Cohesion Crime Rates Clubs, Sports and Organizations Participation Education Levels Mix Sense of Control Over Change Balance of Old Timers and Newcomers Physical Housing Stock Mix and Values Open Space Percent Town Area and Form .Separation from Other Activity Centers Residential Density Mix of Land Uses Town Edge Activity Historic Structures and Places Circulation and Traffic Characterizations Neighborhood Design Characteristics Infrastructure Character Commercial Building Scale See Section 3.2.2 Population, Development and Employment. See Section 3.2.2 Population, Development and Employment. See Section 3.3.3 Socioeconomic Conditions See Section 3.2.3 Zoning Land Use and Transportation Planning. See Section 3.3.2 Ecosystem Conditions. U-3344A Airport Boulevard Widening ICE xiii Town Entrance Setting Scenic Character Trees and Vegetation Presence Noise Levels and Timing Lighting Influence U-3344A Airport Boulevard Widening ICE xiv r B-5 NOTABLE FEATURES CHECKLIST (Check where applicable) S eci Ecosystem Features / Regional Habitats of Concern I Critical Areas Rare, Threatened or Endangered Species and _ Associated Habitat _ Species Requiring High Survival Rates Speces Whose Intrinsic Rates of Increase _ Fluctuate Greatly Communities with Vulnerable Keystone Predators _ or Materialists Other Socioeconomic Features See Section 3.2.5. Transportation System Characteristics and Trends U-3344A Airport Boulevard Widening ICE Substandard Amounts of Open Space and Recreation Non-Compliance with State and Federal Environmental Laws High Concentration of Uncontrolled Solid and Hazardous Waste Sites Inadequate Affordable Housing Inadequate Access to Amenities Economically Distressed Area Lack of Institutional Land Use Controls High Proportion of Population Consisting of: Minorities Low-Income Residents Elderly Young Disabled Low Proportion of Long-Term Residents Locations of Poor Traffic Flow Other XV B-6 NOTABLE FEATURES ADDRESSED BY FEDERAL AND NORTH CAROLINA STATUTUES (Check where applicable) ~. .• Section 4(f) Resources National Historic Preservation Act of . US Department of the Interior, / Public Parks and Recreational 1966 [16 USC § 461-470; 36 CFR Part Fish & Wildlife Service Lands 800]; Transportation Equity Act for the (USFWS); US Department of 21~ Century (TEA-21, 1998) [23 USC; the Interior, Bureau of Indian _ Wildlife and Waterfowl PL 105-178 and as amended 105- Affairs; US Department of the Refuges 206]; DOT Act [23 USC § 138, 49 USC Interior, National Park Service /` Historic Sites § 303©, 23 CFR 771.135]; Act for the (NPS); National Archives and Historic or Archaeological Preservation of American Antiquities Records Administration Districts [16 USC § 431-033]; American Indian (NARA); US Department of Archaeological Sites Religious Freedom Act [42 USC § Agriculture, Forest Service - 1996]; Native American Grave (USES; Bureau of Land Historic Structures Protection and Repatriation Act (25 Management (BLM USC § 3001-3013]; Historic Bridges [23 USC § 144(0)]; Wilderness Act [16 • North Carolina Department of USC § 1131-1136]; Land and Water Cultural Resources, Division of Conservation Fund Act [16 USC § 460- Archives and History; North 4 to 460-11]; National Trails Systems Carolina Department of Act (16 USC § 1241-1249) Environment and Natural Resources (NCDENR), Division of Parks and Recreation • Local Parks and Recreation Officials • Local historic preservation and genealogical organizations Coastal Zone Coastal Zone Management Act of 1972 . NCDENR, Division of Coastal - Coastal Wetlands [16 USC 33 § 1451-1465]; Clean Water Man ement; NCDENR, ~ Act 33 USC 1344 ; E.O. 11990 - ( ] Division of Water Quality Navi able Waters - 9 Protection of Wetlands; Rivers and Harbor Act of 1899 [33 USC 1344]; ' US Army Corps of Engineers North Carolina Coastal Area (USAGE) Management Act 1974 (CAMA) [7 US Department of Commerce, NCGS 113A-100-134.3]; North Marine Fisheries Service Carolina Water Quality Certification . NCDENR, Division of Marine Rules (15A NCAC 2H.0500]; Coastal Fisheries Barriers Resources Act [16 USC § 3501-3510]; CAMA Rules EIS NCAC 7H.0208 U-3344A Airport Boulevard Widening ICE xvi ~. .~ • • Waters of the United States Clean Water Act [33 USC 1251-1376]; . USACE; US Coast Guani _ Jurisdictional Wetlands - E.O 11990 -Protection of Wetlands; Rivers and Harbor Act of 1899 [33 USC • NCDENR, Division of Water _ Coastal Wetlands (See 401 et seq.]; State Watershed Buffer Quality Coastal Zone) Rules [15A NCAC 2B.0233, .0242, • NCDENR, Division of Coastal _ Navigable Waters .0259 and .0260]; North Carolina Water Management / Wetland Mitigation Quality Certification Rules [15A NCAC . US Department of Commerce, - 2H.0500]; Wetland Restoration Marine Fisheries Service Program Rules [15A NCAC 2R.100] • NCDENR, Division of Marine Fisheries / Stream Buffers State Watershed Buffer Rules [15A . NCDENR, Division of Water NCAC 26 .0233, .0242, .0259, and quality .0260 / Sedimentation Sedimentation Pollution Control Act . NCDENR, Division of Water - [NCGS 113 A-50-66] Quality / Stormwater NC Regulations 15A NCAC 2H.1000 . NCDENR, Division of Water Quality Sole Source Aquifer Safe Drinking Water Act [42 USC § . NCDENR, Division of Water - 300F-300J-6] Quality; NCDENR, Division of Environmental Health / Floodplains E.O. 11988, Floodplain Management . Federal Emergency _ (as amended by E.O. 12148); Flood Management Agency (FEMA) Disaster Protection Act [42 USC § • North Carolina Department of 4001-4128]; North Carolina Floodplain Transportation (NCDOT) [NCGS § 143-215.51-215.61] • Counties and Munici alities Threatened and Endangered Endangered Species Act of 1973 [16 USFWS; US Department of Species USC § 1531 et seq]; Fish and Wildlife Commerce, Marine Fisheries / Rare I Unique Habitat Coordination Act [16 USC 661 et seq]; Service; NCDENR, Division of - Marine Mammal Protection Act of 1972 Marine Fisheries [16 USC § 1361 et seq]; North Carolina • NCDENR Division of Parks and Endangered Species Act [NCGS 113- , Natural Heritage Recreation 331 to 113-337]; North Carolina Plant , Protection and Conservation Act of Program, Wildlife Resources 1979 [NCGS 106-202.12 to 106- Commission; North Carolina 202 22 Department of Agriculture Area of Know Contamination Comprehensive Environmental US Environmental Protection _ Solid Waste Response Compensation Liability Act Agency (USEPA) - (CERCLA) [42 USC § 9601-9675]; Division of Waste • NCDENR Resource Conservation and Recovery , Act (RCRA) [42 USC 6901 et seq (40 Management CFR Parts 240-271 Wild, Scenic or Recreational Wild and Scenic Rivers Act [16 USC § US Department of the Interior, _ Waters 1271-1287; Public Law 90-542); Rivers NPS; USACE and Harbor Act of 1899 (33 USC 403] • NCDENR, Division of Coastal Mana ement / Surface Water Classifications and Water Quality . NCDENR, Division of Water - Standards Applicable to Surface quality Waters and Wetlands of North Carolina U-3344A Airport Boulevard Widening ICE xvii ~. .• • • [15A NCAC 26.0200] / Ground Water North Carolina Groundwater NCDENR, Division of Water Classification and Standards [15A quality NCAC 2L.0100 Prime or Unique Farmland Farmland Protection Act [7 USC § . US Department of Agriculture, 4201-p4209] Natural Resource Conservation Service / Sensitive Receptors Noise Control Act [23 USC § 109(1)] . USEPA • NCDOT / Non-Attainment or Clean Air Act [42 USC § 7609 {CAA § . USEPA Maintenance Areas 309} 40 CFR Part 93]; North Carolina Federal Highway Administration Sensitive Receptors Clean Air Rules [15A NCAC 2D .0100- .2000] (FHWA) Southern Resource Center • NCDOT; NCDENR, Division of Air quali / Communities and Residential Federal Uniform Relocation Assistance US Department of Commerce, or Commercial and Real Property Acquisition Policies Census Bureau Property Act of 1970 [42 USC § 4602 et seq]; Local Govemments North Carolina Relocation Assistance Act [NCGS 133-5-18]; E.O. 12898- • Local Citizens Groups (Church, Environmental Justice School, Social, Unions, Chambers of Commerce, Realtors ,Individual Citizens Environmental Justice Civil Rights Act [Title V1:42 USC § . US Department of Commerce, 2000D (60 FR 33896) et seq); E.O. Census Bureau 12898-Environmental Justice . Local Govemments • Local Citizens Groups (Church, School, Social, Unions, Chambers of Commerce, Realtors), Individual Citizens U-3344A Airport Boulevard Widening ICE xviii B-7 OTHER ACTIVITIES (EXISTING AND PROPOSED) THAT MAY CUMULATIVELY AFFECT NOTABLE FEATURES ~• ~• . -. ... Residential Industrial /Commercial HoteUConvention Center Airport Boulevard and I-00 Under Construction Land use, traffic alterations Industrial Development McCrimmon Parkway and Ai ort Boulevard Proposedlongoing Land use, traffic alterations, erns tem Government/Community Facility TTA Rail Station Southeast of project, downtown Morrisville Proposed Land use, ecosystem, traffic alterations Utilities Transportation I-00 Widening North of Project Study Area Completed Access Alteration, Chan es in Traffic I-540 Extension West of Project Study Area Under Construction Access Alteration, Chan es in Traffic . NC 55 Widening Wden to multi-lanes from US 64 to Cornwallis Rd Planning Stages Access Alteration, Chan es in Traffic Aviation Parkway Widening Widen to 5 lanes from I-00 to NC 54 Planning Stages Access Alterations, Chan es in Traffic Airport Boulevard Extension Extend from NC 54 to Davis Drive Early Planning Stages Access Alterations, Chan es in Traffic McCrimmon Parkway Extend from NC 54 to Airport Boulevard and connectin with Aviation Planning Stages Access Alterations, Changes in Traffic Other U-3344A Airpo-t Boulevard Widening ICE xix x B-8. PROJECT IMPACT-CAUSING ACTIVITIES CHECKLIST Describe Generally (Source. Breadth Modification of Regime Yes No Duration. Location and Tvoel Exotic Flora Introduction / Modification of Habitat / Inaease runoff, degradation of water quality ftom sedimentation. Alteration of Ground Cover / New construction, change in land use Nteration of Groundwater Hydrology / Alteration of Drainage / New construction, change in land use River Control and Flow Modfication / Channelization / Noise and Vibration / Increased traffic flow, especially trucks Land Transformation and Construction New or Expanded Transportation Facility / Widening of existing Airport Boulevard Service or Support Sites and Buildings / New a Expanded Service or Frontage Roads / Ancillary Transmission Lines, Pipelines, and Corridors / Barriers, Induding Fencing / Channel Dredging and Straightening / Channel Revetments / Canals / Bulkheads or Seawalls / Cut and Fill / Roadbed grading. Resource Extraction Surface Excavation / Cut/fill associated with road widening Subsurface Excavaton Dredging / Processing Product Storage / Land Alteration Erosion Control and Terracing / Standard highway landscaping and construction methods. Mine Sealing and Waste Control / Landscaping / Wetland or Open Water Fill and Drainage / Harbor Dredging / Resource Renewal Reforestation / Groundwater Recharge / Waste Recyding Site Remediation / Changes in Traffic (including adjoining facilities] Railroad / Transit (Bus) / Transit (Fixed Guideway) / Automobile / Trucking / Aircraft / River and Canal Traffic / Pleasure Boating / Communication / Operational or Service Charge / U-3344A Airport Boulevard Widening ICE xx Modification of Regime Waste Emplacement and Treatment Landfill Emplacement of Spoil and Overburden Underground Storage Sanitary Waste Discharge Septic Tanks Stack and Exhaust Emission Chemical Treatment Fertilization Chemical Deicing Chemical Soil Stabilization Weed Control Pest Control Access Alteration New or Expanded Access to Activity Center New or Expanded Access to Undeveloped Land Alter Travel Circulation Patters Alter Travel Times Between Maja Trip Productions and Attractions Other Yes No Describe Generally (Source, Breadth. 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OOZ~x ~ Q ~ = T ~ D m g -O Q ~ H --~ ZH~~'TI ' ~ ' *BIDEWALK ~ OHLL,O~ ~ O ~ ,{~ ~ H n 3 _..{ ~ ~ *SIDEWALK ~ (OPTIONAL) (OPTIONAL) ~ ~ Z > Y ~ N DISSIPATE CURB ~ EN THEE LINIT8 DISSIPATE CURB BETWEEN THE8 LIMITS d H O ~ Z B ' O RADUIB 3'-0" OR RADUI8 3'-0" OR S PLAN ORA88 AREA, ~~ AREA s m ~ ~ '~' ,~c °C O ~ ~ ~ H ~ H " " EXPANSION JOINT Z ~ 0 O = EXPANSION JOINT -STREET PAVEMENT--J Fi ~ W ' m r Q o ~ ~ ~ F- ~ ~ ~ r ~ ~ ~ ~ --, C H as ~ ~ PLAN VARIABLE SEE SHEET 8" 2'-0 O W ~ I" ~ DETAIL OF DRIVEWAY Rv ~ = ~ ~ 2., L N H ~ C .n 2" DEEP SAW CUT ,. --- ~ - • ~ EXI T N D I Y • PROP09ED V I PAVEMENT LlJ PROP09ED DRIVEWAY PAVEMENT PAVEMENT RADIUS 3'-0" OR AS SHOWN ON PLANS METNOD OF TIE IN DRIVEWAY ruRNOUr WHEN EXISTING DRIVEWAY PAVEMENT I8 CONCRETE, BUILD THIS PORTION OF DRIVEWAY SAW WT 2" DEEP JOINT AT THE POINT OF TIE-IN. PAVEMENT ONLY AT LOCATION9 SAW JOINT PERPENDICULAR TO EDGE OF EXISTING WHEN DIRECTED DRIVEWAY PAVEMENT. . BHEET 1 OF 2 HEET 1 OF 2 SECTION ~ 848D02 848D02 0 v ^' ~~ ~v~oo ~o-n.7°aw Nz-~=D =~~Dm =fnp0 zH~r..m O n ~H O O Z m Z v~ M ~ M = '''R~jv ~ ~ m ~ ~ r- C O v ~ z N ~ C O 848D02 ~~ --1~ 4.T" DESIRABLE DRIVEWAY GRADES BERN A B 6'-0" 5'-O" 5'-0" *+2k GRADE WHEN *+2k GRADE WHEN THI9 THI9 I8 SIDEWALK IS SIDEWALK LOCATION TTER LOCATION +15*6 OR FLA - ' TTER +16~ OR F~pTTER - ' +8k OR FLA---- ,. -- .- ..accL--------- _ -2+k OR FLATTER -8~ OR FLATTER --------.. __ -15$ OR FLATTER- *SIDEWALK LOCATION (DO NOT PLACE SIDEWALK ON BERMS LESS THAN 8' WIDE.) DESIRABLE OR MAXIMUM DRIVEWAY QRADES BERN A B WIDTH DIET. GRADE DIET. GRADE 8' OR LESS 6'-0" +2$• 2'_g" +g$ 8' OR LESS 2'-O" +B+Y 6'-8" +2$* 12' Q OVER 4'-8" +4$ 7'-0" +2~4" MAXIMUM DRIVEWAY GRADES BERN A B 6'-0" 5'-O" *+~ GRADE WHEN *+~ GRADE WHEN THIS THIS I8 BIDEWALK IS 8IDEWALK LOCATION LOCATION +2gye--.--- -4$ '- --?5~---.-- Z o~ ~a a ~~~~ '-' O cs oo~iz ~~~~~ H lA F- O W pCLL MJ O Z ? H H ao W D O Lt c~ ~ Zpv~ ~ ~ Qa~ H w ~ ^ ~„~ ~ H p J Q O Z W $ m~ m ~a om~ o m wZ 'O ~77N I1C trn g ~ y N c Z r ~. ~ 171 ; vm ~ N ~ N 0 Tin g ~ ~~y ~~ m ~ rDrS !a ~ N m ~ V "~ ° N L ~~ o m `°_ Y )UN-'2U IG:~q ;pec:al Pto:l n^.er: c.+ar d\stds\02' Stds ra Sper:el Details\sngL sh`.84805\0N4f3d4I5.dgn w p O ~~ SIDEWALK (a STD.) ~ } ~ ~ 9"R A B H~ Z P ~ UTILITY STRIP Z H ~" 0.01 YIN. M Q ~ ~, ~ DROP 2' DETECTABLE 0.02 YIN.)) 0.04 SYAX. ~ py ¢ (' V ~ O g1 ti ~ STD. 2~°-e• CURB o.oe {MAX.) O. D2 iNORr.) Lt J O -•+ " N Z~ x D ~ i aurrER BNOWN o.a tNDRY.) O O~ x Z Op (7~ I I WaQLL'2 _ ~1~ D m 12:1 YAx. RAMP Q V Q° N 70 F- =tn°o ~x z(L z,..,~r-mot ~t• X v~~,~o~ N c~~$~ •~ SECTION B-B z°HaQc D .D~ ~ :;~~e 4b f' w TRANSITION ~ B TRANSITION 0 z W P MIABL T 2:1 a. SECTION A-A ISOMETRIC VIEW SIOE:wALK ~ EXPANSION J Ni 0 z ROADWAY ROADWAY E ~ 1) NOTE: A PORTION OF ONE 011 80TH RAYP9 lL PLAN BYIBIOL PIAN SYMBOL YAY EXTEND OUTSIDE THE RETININ. r d. _ ~ CCF CR ° m ~ CURB CUT FOR FOR PIIOP09ED Z EXPANSION JOINT ~ m FUTURE RAMP WHEEICMAIR RAMP q ~ 1) '_ C ~ m 8EE NOTE 1 7.D `~~ Q NOTES: a' `QQ ~ .Z'' H 1. DETECTABLE WARNING DOYEB BNALL COYER 2'•0" LENGTH AND FULL WIDTH Of THE ~' U / VAMP FLOOR AB BFKiWN ON THE DETAILa. ~ - / ~ r~'tp EXPANSION JOINT ,..) ~ M ~ 2. THE RAMP WY BE YELLOW IN COLOR OR ANY COLOR WITH A 704 CONTRAST RATIO. / ~ ~ a = ~ C 9 v SIDEWALK W~ V J RAM/ wmH ARU M VARWIB / ~ W x W Z O Op Op Op Q Op I8 F RAMP / / N T. ~ ~i 0.48•R CR088WALK LIYITa. J T Qo Qo ~o Qo oQ o (SEE NOTE 13) (7 030•R Z ~ O~ O O O W ~ ~a ~ ~ 0 EE 1 . ~ T 6 -DISTANCE FROM FRONT EOOE OF SIDEWALK TO BACK POINT OF 12:1 (8.994) ELOPE. • BACK OF SIDEWALK DROP REWIRED FOR ALL PLAN VIEW SIDEWALK SLOPES. HEET 1 OF 4 DETECTABLE WARNING DOMES •• o ~K 8L o~~ REWIRED FoR ANY MDII SHEET 1 OF 4 848D05 (40" MIN. FLOa1 wsDTx) 848D05 v om 1„1 ~ -i y ° ° rp~t~tn r~Z~-oI=D x.°TIDDm x°o° z 7,,, ~ T.-'n nGyy~yM DyD ~~ ~' o Z m 00 O ~ Z R1 M ~ y ~ ~ ~v= ~m~ D n = ~ r ~rm-m~ Z M ~ 'n ~ Z ~ N Z R~ o 3 m N P ~- ~ ~.; -' =.. w 7~ `: '~' `.~`. PtiT .x'• ~.~ , `t' S ~ •~ J _____ =~~ V\,,P ISOMETRIC VIEW ''-- . 1. DETECTABLE WARMING DOYEB SMALL COVER 2'•0" LENGTH AND FULL WIDTH OF TiIE RAMP FLOON AB BNOWNON THE OE7AILa. 2. THE RAMP WY BE YELLOW IN COLOR OR ANY COLOR WITH A 704 CONTRAST MTIO. .~M RM M 0 0 0 0 0 0 0.48•R p p po p p o 030•R Q O Q Q 0 0 0 0 0 OO 1~r. :!r DETECTABLE WARNING DOMES xI ., .. i n r r i ~i i i r i r n A r r r. r rr r ~ r n ~ r u ~ ~ ~~, ', ,, - - :+ c ° • N ,,~ , , N nCC yf1TC ~~ ~~ , ` ,? ` .i ~z : LNl _ ~1`I -~. _. ___. 2' ABLE ( T ....... T ....... .. .............~ f_-•____.CJ ~ .1 ______________________r SECTION B-B ,• " DROr WRB SIDEWALK PROPOSED wwNtNe SECTION A-A _ PLAN VIEW DIAOANAL RAMP MAX. 26' RADII (80" YIN. FLOOR WIDTH) ~: ~~ r 1r i ~~ I ~; ( I ~, ) ( ( 11 ~ , r .; , , .; ~ , ,, r ... V • ~ 8EE NOTE 1', , ~~ihiYri T ~, ., ,; ~~~ _ '7 ~ ~r ..._~_______. I~ ax,.;.~ PORTION OF RAMP ~~ ~~ FALL TNI _ ~_ _______ NOTE 19) ~ `` ~''.._ 1 ____.__.__ EE E PLAN VIEW OVAL RAMPS ANY RADII (40" YIN. FLOOR WIDTH) Z o ~, N r Q Q ~~°ti ooy=Z z QrJ~OH ~~IL~J ° Z > H H ao W 0 W ~~ Z M O z ~ ~. Q H N3v 3 W J aJW O Q = V, Hv3m w~".ZV v~ioN /~ Z /\ i wHW FI H oO W ~~ ~ N ~~ mM~ m r•y om~ v m ~_ ' ~ TD7~N o r vB•+ a ~~'_ ~ m ~~m o ~ A 'tI ~ H N S$P ~ ~tA•PN ~~z ~ B-1 ~ om~ rn ~ m Z w A w+A+6" x e B .o' B.e B.e' B.o'• e' o.o' s.e' e.e' e.o'•• 7' 0.0' 7.6' 7. a.b'•• 9' 0.0' B.6' 7.9' 0.6'•• B' 2.0' 7. B' 7.B' B.0' 6' 2. a' B.9' B.1' 4.6' 6' 3 0' B. a' B.9' 4.4' a' 3.6' 0.9' B.4' 4.1' B' 4.0' B. a' . 8' 9. a' 6' 4.6' 10.3' a. 7' 3.4' B' B.0' 10.6' B.B' 9.1' w r UN-Jj IU:3q ~psc~~l to:la\en cward'..a tds'.0~' Stds to Spe coal Oetm is\engLsh\84A0'.?`.Of348d05.dgn .:w erd AT DS ~12~60 Z v^' o} ~~ aa~s ~--~ O Z Z O V ~0~~~ WOGf~S=Z -~Z~ D WaZll.. =~~~m Qvo~~~ ~, Z~=y~~~ fn~LL'ONJ C7~~D D,y9 q Zo~~ "~O ~ O O ~ Z SIDEWALK SIDEWALK SEE NOTE 12 L,~ .~ SEE NOTE 4 X 4'-0" (TYP) 8T0 0 SIO K 9IOEWALK ~O v SEE Y SIDEWALK SIDEWALK O Z NOTE 12 ~~ W ~ SEE ,_., 4'-0 (TYP) 0. ,~ H ~~ NOTE 3 ~ ~~~ SEE NOTE 4 V' m = STOP LINE io v Z 3 ~ Q C!'7mi ID O~ ~ ~..~ U m=H ~am . N r Q = OC ~FTAIL 3H0WINO TYPIG.~L LOG!eTION OF WHEELGH.vIR ReNPS M"' V ~ ~ ~ PFnGSTRIAN GR03~e~K4 AuD STOP„LjNF8 FOR TEE INTERSECTIONS Q W U ~ ~ ~FTAIL 3H^WJINO TYPIC.~~ LOG.4TION OF WHEELGH.°IR y ~ RAMPS PEDESTRIAN GROS~aLKS AND STOP LINES fA = 3 Z ~ 3 y +n J ~ ~ ~ Z ~ W PROPOSED WHEELCHAIR RAMP ALLOWABLE LOCATIONS EET 3 OF 4 PROPOSED OR FUTURE SIDEWALK DUAL RAMP RADII...........ANY SHEET 3 OF 4 848D05 848D05 o Z 0 0 ~ NOTES: ~ Q -~-~' Z 1. CONSTRUCT THE WALKING SURFACE WITH SLIP RESISTANTANCE AND A 70A~ CONTRASTING COLOR TO THE SIDEWALK. Q ~a., ~ ~ (A ~~ I~ U , y r p m ~ ~ -~ 2. CROSSWALK WIDTHS ANO CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS. O O C a = z m z = ~' ~ -DI 3. NORTH CAROLINA GENERAL STAME 1.38-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE W Q Z ~ " QQ = s ~ ~ D m PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILTIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1873 SHALL Q U d ~ z " ~ 7D~ s PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE H ~ LL p -i~ ~ m Z r PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. ~ J O xz ~ IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY 8AFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION QQ Z ~ N-id ~ ~ D AFTER JULY 1,1878 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE. r ~ H t~i~ o THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1880 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS w p Z PROTECTIONS 3IMILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL p RIGHTS ACT OF 1984. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH THE CURRENT ADA STANDARDS. 4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS A3 DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE TWO RAMPS ARE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL HEIGHT CURB BETWEEN THE RAMPS. PLACE DUAL RAMPS AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE. 5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. (SQ. YDS.) Z B. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. (LN. FT.) ~ ~ r 7. SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS ~ _ ~ NECESSARY TO SATISFACTORILY COMPLETE THE WORK. Z m = 8. DO NOT EXCEED 0.08 (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET. ~ ~ S. CONSTRUCT WHEELCHAIR RAMP8 40" (3'-4") OR GREATER FOR DUAL RAMPS. 0 ~ D = ~a 10. USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE. ~"~ CJ a ~ " ~ m C EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON STD. DWG. 848.01. 11. PLACE A ~ ~ ~ ~ ~ ~ 12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII, - ' W J U ONE RAMP IS INSTALLED. (SEE NOTE 17) CLEAR ZONE IN THE VEHICULAR TRAVELWAY WHEN WITH ALLOWANCE OF A 4 = W Z 13. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES 30 THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN y = ~ ~ THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24" OF FULL HEIGHT CURB FALLS WITHIN J 3 m THE CR083WALK MARKINGS ON EACH SIDE OF THE FLARES. C7 O Z ~ 14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 8 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIRABLE. W 16. USE STOP LINES, NORMALLY PERPENDICULAR TO THE' LANE LINES, WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY. 18. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK. 17. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD. 848D05 N ~~ m ~~ m Gov 'p m~otmn v~ oNZ ~ZVJ m m0~ '~1 ~ N ~tMNf ~"~ to r Z ~ Nm-`~i o r ;~ m „_ a v ~~ i 5'-2" 4" I 18"I 13" ',. N .1 _ A I I pl ~ I /~ 9 ~ I V J ~ 'f ~ m n .. ~ - I ~ .,. 6„ . H i i O I I w Z I I I I pp x ~ ~ - I I x I. I I .I. __-_ __ .. ' I I ~ ~ I I _ I ~ A I 9 I n 1 ~ 'I i m --I H r A ~ ~ < Q ° ~m ~ ~ m m r 1 1i-3n D c ~ Z fil ~ w~ ~ m om ~ ~~ ~ m _ ~?~ n< m m ~ ~ z ~ ~ w o ~1m r, z Gs '~ ~" x to ~ N to ~o>y~ -I ~o x my x m m -~ o ~ n o mz m w zv n c ~ m~ z ~ ~ C 2 O n ~ mD ~ ~ ! O w ~~ m mm 9 y w m N ~ -1x o ~ r. y b ~g m oa ~o~ C T ~ m v o v ~ ~1 zm o yz r ao o x v mm~+ = i-n ° 1v ~° ° tDn~ tci~vx mo ~ N ~ ~ °~ w s ~ •• Z ~ vc m o C m w ~ m v z p e wm ww v m r-~ rm zc~ ~" om ~ a-°i ~o -N1~, v~ czi m ~ ~ m m z w Z c 9 z A v S m~ y ~ v y m c y ~ ~ ~ ~v cm n ~'~ ~< a D m '~ m ~ v ~ ~ rr ri ~ o _ s °c ~ N n 91 w Z m ~W ~ ~ O c z vu~i 1 m ~n ~~ ~ N ~ g~ Z m mg M=" -o z N pm g s~o ~m ~N -+.-i n W ~ T2 g ~ ~ y~ NCO ~ -I T ~ mD p ! ~ N p~ N ~ m ~y ~ " ~ m v s°9 w 5w ~ v'" ~ ~ ro y~ w m o ~ CO ~ w ~ ~, c = ~ w ~ o T > ~t rii zm ~ ~ ~~ ~ A ZS ~ w ~ " '~ m~~ ~ _ ~D ~ ~ o.. m ~ N ~ ~ N ~ N ; OM ' mn ~ ~ ~ ~' g ~ ~ N Z „ ~ A N ~ m w ~ v D . r CF i m~ D ~ o m O ~ C m z ~ -+ w r Om~ N 2 = ~ P W y ~N G9 -AI tD= Im n V z A I 1 rt ~ rt >f ~zoooo ~moc°Di,rn -1 C C7 C'1 C7 m A C -C -G ~H~ vo xo m m ~o z v o DONncC7 D m ~-+ ~-, <~000 m zz moon Z AA ''1w T V, mi°~o~o o~~~ xf -o m N ~ P~ ~ v~ 1m nr x~ G7 D 9 -i go mz 1 i 0 1 I I i -i ~ v ~ oo D ~ D r m ~ D - r A ~ H N 1 1 Z ~ Z O O N Q H A ~ r H r ~ ~ ~ ~ N m m O ~ c r r D O W cn ' w i ' rn cn o ~ m v = H r ~ ~ ~ W V V ~ ~'-a., T r z m A r ~; 1 z ~. a °~ M n r x ~ 1 ~ O g'" mz w OD -I O 'm0 my rn~ ENAME: r:\U3344A\Roadway\Pro,J\U3344A_rdy_pah_03.dgn ~! 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