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HomeMy WebLinkAboutNCDOT 7-98 US 264 Croatan Sound, Spencer Creek 4 Permit Class Permit Number , NEW 7-98 ' STATE OF NORTH CAROLINA ' Department of Environment,Health&Natural Resources ' and ' Coastal Resources Commission �+ ' RECEIVED , I%. ttflItt MAR 1 ' 2 1998 , for X Major Development in an Area of Environmental Concern COASTAL MANAGEMENT pursuant to NCGS 113A-118 • X Excavation and/or filling pursuant to NCGS 113-229 Issued to N.C. Dept. of Transportation, P.O. Box 25201,Raleigh, NC 27611 authorizing development in Dare County at Croatan Sound and Spencer Creek. US 64-264, , , , Manns Harbor to Manto , as requested in the permittee's application dated 10/9/97 including workplandrawings, , 1-87 of 87, dated received 10/16/97. This permit, issued on \—a-O--q ,is subject to compliance with the application(where consistent with the permit),all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to a fine,imprisonment or civil action; or may cause the permit to be null and void. �!- Project Construction 1) In order to protect juvenile shrimp and finfish populations, no excavation or filling will be permitted within the waters of Spencer Creek between February 1 and June 30 of any year without the prior approval of the Division of Coastal Management, in consultation with the Division of Marine , ' Fisheries. 2) All temporary work bridges and sunken barges shall be removed within 60 days of project completion. 3) The temporary haul road on the east side of the bridge will be the alternative shown on sheets 23A , and 24 A of the above referenced work plan drawings. ' ' . (See attached sheets for Additional Conditions) ' This permit action may be appealed by the permittee or Signed by the authority of the Secretary of DEHNR and the ' ' other qualified persons within twenty (20) days of the Chairman of the Coastal Resources Commission. ' ' issuing date. An appeal requires resolution prior to work ' ' initiation or continuance, as the case may be. ' This permit must be accessible on-site to Department personnel when the project is inspected for compliance. ' __Roger N. ecte , Director ' • Any maintenance work or project modification not - 'Division of Coastal Management ' , covered hereunder requires further Departmental approval. ' All work must cease when the permit expires on This permit and its conditions are hereby accepted. ' December 31, 2001 , In issuing this permit,the State of North Carolina agrees /1 , , that your project is consistent with the North Carolina _ , , Coastal Management Program. Signature of Permittee Ic a. oKoxoxe ,:.z..o.o-xowo.o.o.o.-o-wo.-o--z-u:o-we...z......-eorst.x.z,0z00z.xi • N.C. Dept. Of Transportation Permit#7-98 . Page 2 of 4 ADDITIONAL CONDITIONS 4) Prior to the initiation of excavation, de-watering and removal of coastal and palustrine wetlands east / of Maims Harbor,the permittee and his contractor shall meet with a representative of the Division, / who must approve the proposed construction methodologies, including erosion and sedimentation control measures. / ' 5) The fill material will be clean and free of any pollutants except in trace quantities. . • 6) All fill material will be obtained from a high ground source,and shall be confined behind appropriate . sedimentation and erosion control devices to ensure that no eroded fill materials enter adjacent wetlands or waters. 7) No excavated or fill material will be placed at any time in any vegetated wetland, marsh or surrounding waters outside of the alignment of the fill area indicated on the workplan drawing(s). , 8) All excavated materials will be confined above mean high water and landward of regularly or , / irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of ' solids into any marsh or surrounding waters. 9) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not authorized. / ' 10) The permittee must install and maintain at his expense any signal lights or signals prescribed by the U.S. Coast Guard, through regulation or otherwise, on the authorized bridge. / / 1 Stormwater Management 11) The Division of Water Quality approved this project under stormwater management rules of the Environmental Management Commission on 1/15/98. Any violation of or deviation from the plan approved by the DWQ will be considered a violation of this CAMA permit Wetland Mitigation NOTE: The proposed project will impact a total of±12.29 acres of coastal marsh and±7.62 acres of palustrine forest. 12) The permittee shall enact in its entirety the mitigation plan outlined in the document Mitigation Proposal, Mashoes Road Mitigation Site (October 1997). , , / };ts. ,y r �.at �q`� _�.�., y;. } G. .r4a x;� x,g a. _ r `� '�� Y. +t N.C. Dept. Of Transportation Permit#7-98 Page 3 of 4 , ADDITIONAL CONDITIONS • NOTE: The acceptance of this mitigation plan was based upon the site-specific reviews of the impacted wetland habitats as well as the potential functions and values of the habitats to , be restored. Issuance of this permit does not imply any precedent with regards to mitigation. / 13) Monitoring of the mitigation site shall continue for a length of five (5) years following completion of planting. / Submerged Aquatic Vegetation 14) A post-construction inventory of submerged aquatic vegetation (SAV), similar to the study outlined in the October 29, 1997 submerged aquatic vegetation study (prepared by Langley and McDonald, P.C.), shall be carried out during the first acceptable period (August-September) " immediately following completion of the bridge construction phase of this project. • 15) Within three months following completion of the SAV study described in Condition 14 above, / the permittee shall convene a meeting with representatives of the Division of Coastal Management,N.C. Wildlife Resources Commission,NC Division of Marine Fisheries,NC / Division of Water Quality, US Army Corps of Engineers and US National Marine Fisheries Service. This meeting will be for the purposes of assessing construction-related impacts to SAV / habitat, and to determine an appropriate monitoring and mitigation strategy, including / scheduling, to offset the loss of this habitat. The permittee shall carry out any and all mitigation requirements resulting from this meeting. / / Sedimentation and Erosion Control / 16) The permitted activity will be conducted in such a manner as to prevent a significant increase in ' turbidity outside of the area of construction or construction-related discharge. Increases such that / the turbidity in the waterbody is 25 NTU's or less in all saltwater classes are not considered significant. / • 17) All disturbed areas, including any phase of grading on cut or filled slopes, shall be properly ' graded and provided a ground cover sufficient to restrain erosion within 15 days of project completion. / / • NOTE: All erosion and sedimentation control devices should be designed based upon a minimum of a 25 year storm event(Type II). • N.C. Dept. Of Transportation ADDITIONAL CONDITIONS Permit#7-98 Page 4 of 4 General 18) The N.C. Division of Water quality has authorized the proposed project Water Quality Certification No. 3167 (DWQ Project No. 970856), which was issued on 11/26/98. Any violation of conditions of this certification will be considered a violation of this CAMA permit. NOTE: This permit does not eliminate the need to obtain any additional permits, approvals or authorizations that may be required. NOTE: The permittee is encouraged to contact the Dare County Health Department at (919) 473- 1101 to discuss mosquito control measures. / / / I / / NCDOT DIV 1 Fax:919-482-8722 Dec 19 '97 16:02 P. 02 a���no a� STATE OF NORT11 CAROLINA DEPARTMENT OF TRANSPORTATION JAMEs B.BUNT JR. DIVISION OF HIGHWAYS GARLAND R. GARRETT JR. GOVFRNOR P 0 Rox 850,Edenton,N.C.27932 SECRETARY December 18, 1997 Mr. Doug Huggett, Asst. Permit Coordinator N.C, Department of Environment and Natural Resources Division of Coastal Management P.O. Box 27687 Raleigh, North Carolina 27611-7687 Dear M . Huggett: SUBJECT: CAMA Major Permit Application for the Proposed Improvements to US 64-264 from West of Manns Harbor to South of Manteo, Including a New Croatan Sound Bridge in Dare County; TIP No. R- 2551; State Project No. 8.T051401; Federal Aid No. NHF-64(6) Recent coordination with your office revealed several outstanding issues which must be resolved or concluded prior to the Issuance of a CAMA Major Development Permit for the subject project. These issues are: • Concerns about the proposed mitigation ratio at the Mashoes Road Mitigation Site for the replacement of anticipated wetland losses. • Stormwater Management Permit • Resolution of an adjacent riparian property owner concern Mitigation Ratios Questions about the proposed mitigation ratio to be used at the Mashoes Road Mitigation Site stem from the Department's attempt to develop a credit formula, which is inclusive of all habitat zones. This concept has been used more often with mitigation banks, but it remains a valid methodology for recognizing the essential multi-compartmental aspects of mitigation sites. It is generally recognized, for example, that upland buffers are often integral parts of the ecological complex and while it is difficult for regulatory agencies to provide credit for uplands in a wetland mitigation scheme, these same regulators often agree that the uplands can play an important role In the functionality of the overall site. Given the level of objections from the environmental reviewers, the Department proposes modifications to the mitigation ratios at the Mashoes Road site. For every acre of impact anticipated, the Department commits at least 11 acres of mitigation, including at least 1:1 restoration NCDOT DIU 1 Fax:919-482-8722 Dec 19 '9? 16:03 P. 03 Page 2 December 18, 1997 Doug Huggett and 10:1 preservation in each of the community categories. The result of this commitment is that 13.10 acres of marsh will be restored and 122.90 acres of existing marsh will be preserved as mitigation for the anticipated 12.29 acres of marsh impacts; and 8.00 acres of palustrine forest will be restored and 76.20 acres of palustrine forest will be preserved as mitigation for the anticipated 7.62 acres of palustrine forest impacts. This will leave 130.96 acres of existing marsh and 30.68 acres of palustrine forests available for any future actions (i.e. permit modifications) associated with the subject project that could require supplemental mitigation. 5tormwater Management Permit A Stormwater Management Permit application package was provided to Mr. Bill Moore, Environmental Engineer with the Division of Water Quality, on December 17, 1997. It is anticipated that the actual permit will be issued promptly. This permit will be faxed to your office upon its issuance. Adjacent Riparian Landowner Concern Mr. William T. Jones, one of the Cynthia Fulcher heirs, who apparently has interest in the "Cynthia Fulcher, heirs" parcel located adjacent to the project in Manns Harbor, returned the CAMA notification form with an objection because "he had not been contacted". The Department hopes these responses suitably address the remaining concerns of the Division of Coastal Management. As you are aware, the subject project is scheduled to be let to Construction in February 1998. Prior to that event, it is necessary that environmental permits be mailed to prospective bidders. Please expedite issuance of the CAMA Major Development Permit. Thank you for your continued cooperation and assistance. Please call me if you require additional information, Sincerely, M. Randall Turner, Division Environmental Officer Planning & Environmental Branch-Division One cc: H. Franklin Vick, P.E., Planning & Environmental Branch D. R. Conner, P.E., Division One STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR. GOVERNOR P.O.BOX 25201,RALEIGH,N.C. 27611-5201 SECRETARY October 9, 1997 N.C. Department of Environment, Health and Natural Resources Division of Coastal Management Elizabeth City District Office 1367 U.S. 17 South Elizabeth City, North Carolina 27909 ATTENTION: Ms. Lynn Mathis, Coastal Field Representative Dear Ms. Mathis: SUBJECT: Application for CAMA Major Development Permit for the Proposed Improvements to US 64-264 from West of Manns Harbor to South of Manteo at US 64-264 and NC 345, Including a New Bridge Over the Croatan Sound, Dare County; Federal Aid No. NHF- 64(6); State Project No. 8.T051401;TIP No. R-2551 The North Carolina Department of Transportation is proposing to improve US 64-264 from west of Manns Harbor to south of Manteo. The proposal begins as a widening of the existing 2-lane roadway at the intersection of US 64-264 approximately 1.9 miles west of Manns Harbor. From this western terminus, the proposal will add two additional travel lanes on the south side of the existing roadway, resulting in a 4-lane shoulder section through the Alligator River National Wildlife Refuge. A new 4-lane bridge will be constructed across Spencer Creek and the 4-lane shoulder section will transition to a 5-lane curb & gutter section for that portion of the project which passes through Manns Harbor. At the intersection of US 64- 264 with SR 1105 the project becomes a new location alignment as it proceeds eastward, transitioning to a 4-lane barrier-divided bridge section approximately 690 feet east of SR 1105. The new 5.22 mile-long bridge, which crosses palustrine and estuarine wetlands, as well as the Croatan Sound, terminates approximately 2,000 feet east of the Croatan Sound on Roanoke Island. A 5-lane shoulder section roadway continues to the eastern terminus of the new location alignment near the intersection of NC 345 and US 64-264 south of Manteo. As it crosses the Croatan Sound, the new bridge will achieve a maximum vertical elevation of 65 feet at the main channel. The overall length of the project is approximately 10 miles. For project management purposes the overall proposal will be let to construction as two separate projects: R-2551A (essentially the new location Page 2 October 9, 1997 Ms. Mathis portion of the project from SR 1105 at Manns Harbor to NC 345 on Roanoke Island) will be let to construction in February 1998; R-2551B (the widening of US 64-264 west of Manns Harbor and minor cross-sectional improvements to short sections of existing NC 345 and US 64-264 on Roanoke Island) will be let to construction at a later date, estimated to be February 2000. A single Section 404 Individual Permit application has been submitted to the U.S. Army Corps of Engineers for both sections combined. In view of consistency issues, the Department is herein submitting a single CAMA Major Development permit application for the entire R-2551 project, including anticipated impacts to Areas of Environmental Concern and separate, Section 404 wetlands and surface waters. Purpose and Need The focus of the subject project is to provide a multi-lane transportation link between the Dare County mainland and US 64-264 south of Manteo. The purpose and need for the project is to improve traffic flow and enhance safety, particularly during emergency hurricane evacuation events which occur during peak tourist seasons. NEPA Documentation An Environmental Assessment (EA) study was initiated during the Spring of 1995. The Federal Highway Administration (FHWA) sponsored the preparation of an EA [and Programmatic Section 4(f) Evaluation and Approval] to determine if there would or would not be significant impacts associated with the proposed action. The EA/Section 4(f) document was signed and circulated in December 1996. Based upon the results of and responses to the EA, the FHWA authorized the preparation of a Finding of No Significant Impact (FONSI), which was signed in August 1997. Alternatives Analysis Three study corridors were originally considered during the early planning studies. Two of the corridors examined improve existing concepts through Manns Harbor and Manteo (corridor 2), and consideration of a new location alternative on Roanoke Island (Corridor 3). These two alternative corridors were dismissed during the preliminary environmental screening because of impacts to the natural environment, major relocations, community disruption, cultural resource impacts and cost. The third corridor (Corridor 1) proposed a new location crossing of the Croatan Sound. Four reasonable and feasible alternatives (A, B, C and D) were identified within this corridor. All alternatives shared the same termini and included a new bridge over the Croatan Sound. Alternatives C and D specified a new location by-pass of Manns Harbor. Based upon the likely impacts to estuarine marsh and other sensitive resources, these two alternatives (C and D) were eliminated from further consideration. Alternatives A and B were found to be similar in many respects although they differed principally in how their respective alignments approached Page 3 October 9, 1997 Ms. Mathis Roanoke Island. Alternative A, the shorter alignment with less curvature, proposed to cross a longer expanse of estuarine marsh as it approached Roanoke Island. Furthermore, it would have crossed several tidal channels which are located within the marsh continuum. Even though this alternative was viewed to be the less expensive alternative, close coordination with the regulatory and environmental community led the Department to select Alternative B as the recommended alternative. In addition to a "no-build" alternative, delay of project, and alternative transportation mode" concepts were also examined. Section 7 (Endangered Species Act) Issues Fourteen federally protected species are listed by the Fish & Wildlife Service (FWS) and/or the National Marine Fisheries Service (NMFS) for Dare County and the surrounding waters. Both agencies have concurred with the Department's biological conclusions of "No Effect" or "Not likely to Adversely Affect" for each of these species. Letters of concurrence from the FWS are provided in Appendices A and H of the FONSI. The letter of concurrence from the NMFS for the short-nose sturgeon and the loggerhead turtle is provided as an attachment to this letter. Section 106 (National Historic Preservation Act) Issues It has been determined that no historic structures will be affected by the proposal. The State Historic Preservation Office has concurred with the Department's archaeological data recovery plan for the project (FONSI: Appendix A). Site data recovery will be completed in advance of construction. Once completed, an updated archaeological site form will be prepared and submitted to the Office of State Archaeology. U.S. Coast Guard Authorization A separate application to the U.S. Coast Guard for authorization under Section 9 of the Rivers and Harbors Act of 1899 and the General Bridge Act of 1946 to construct a new bridge across the Croatan Sound was submitted in July 1997. Section 4(f) (Department of Transportation Act) The Section 4(f) analysis undertaken demonstrated that no feasible and prudent alternatives to the use of the federal wildlife refuge land were available, and all possible measures have been taken to minimize harm from the use of this property. Anticipated Impacts To Waters of the U.S. Impacts to jurisdictional wetlands and surface waters will result from the proposed action. These impacts will occur at 12 sites. The impacts are of two types---permanent and temporary. Permanent impacts will result from mechanized clearing in wetlands, excavation in wetlands, and from the discharge of earth fill into wetlands and waters during construction of roadway fill sections. Permanent impacts to wetlands and waters will also Page 4 October 9, 1997 Ms. Mathis result from the construction of bridge foundations. Temporary impacts will occur when temporary fills are used to construct a temporary haul road through certain terrestrial wetlands located adjacent to the proposed alignment of the bridge. These temporary fills will be placed on areas that have been cleared (but not grubbed) and on which geotechnical fabric has been installed. At the conclusion of the bridge construction, these temporary fills will be removed. Geotechnical analyses of the substrate in these areas show that only minor consolidation of the substrate will result from construction activities (+/- 3.5"). The geotechnical report which confirms this finding is found in Appendix F of the FONSI. Wetlands Wetland sites 1-5 occur within or adjacent to the mainland portions of the project, while site 6 is a submerged aquatic vegetation (SAV) community, site 7 is the surface waters of the Roanoke Sound, and sites 8-12 occur within or adjacent to Roanoke Island. Sites 1, 5, 8, 9B and 12 are estuarine communities, while sites 2-4, 9A, and 10-11 are palustrine sites. Estuarine sites 1 and 9B are dominated by sawgrass (Cladium jamaicense), although portions of both sites have woody scrub-shrub growth and other marsh species such as cattail (Typha latifolia) also occur, but less abundantly. Estuarine sites 5, 8 and 12 are principally black needle rush Uuncus roemerianus)-dominated communities with pockets of sawgrass less prevalent. The palustrine wetland communities (sites 2-4, 9A and 10-11) are mostly loblolly pine (Pinus taeda)-dominated although portions of these communities have a decidedly hardwood character. All six of these palustrine wetland communities are groundwater-driven flatwoods systems; however, site 10 has some alluvial character. The only wetland area to be impacted by excavation (outside slope-stake line) is wetland site 1. For example, excavation will be required to relocate portions of canals at stations 11 + 70 to 16+ 80, and 32+ 60 to 34+ 40. Any • undercutting that may be required to build roadway sections will be contained beneath the projected fill footprint of the sections involved. SAVs A submerged aquatic community, comprised entirely of widgeongrass (Ruppia maritima), lies in the shallow waters beneath the proposed bridge alignment on the west side of the sound. Impacts to this community will be permanent (bridge foundations) and temporary (sunken barges and/or temporary work bridge). Assessments of these impacts will result from post-construction underwater surveys. Surface Waters Surface waters will be impacted by permanent earth fill or hydraulic structures at several locations described below: • the canal surrounding the former service station site near the western terminus of the project; • the canal, which parallels the existing US 64-264 alignment west of Manns • Page 5 October 9, 1997 Ms. Mathis Harbor and lying north of the roadway, will be impacted by roadway fills as the roadway shifts from a 4-lane shoulder section to a 5-lane curb & gutter section; equal area replacement of this canal is proposed • the canal (ditch), which parallels existing SR 1105 and lies just east of that roadway will be crossed by the 5-lane curb & gutter fill section; • three other canals (ditches) will be crossed by the 5-lane shoulder section on Roanoke Island; and, • two artificial impoundments located at the rear of commercial parcels near the eastern terminus of the new location section on Roanoke Island. Temporary and permanent impacts to surface waters of the Croatan Sound will result from the use of sunken work barges and/or temporary work bridge in the shallows, and from construction of the new bridge. • The magnitude of anticipated impacts to wetlands and surface waters is presented in Table 1 below. Table 1. R-2551: Anticipated Impacts to Wetlands and Surface Waters (by Site and Impact Type) TEMPORARY IMPACTS PERMANENT IMPACTS Subtotals SITE Filling Structure Clearing Filling Excavation Structure Estuarine Palustrine AEC 1 - - 2.39 6.98 2.79 - 12.16 - CW/PT 2 - - 0.04 0.18 - - - 0.22 - 3 0.37 - 0.45 1.10 - <0.01 - <1.56 - 4 - <0.01 - - - <0.01 - <0.01 - 5 - <0.01 - - - 0.01 0.01 - CW/ES 6 - * - - - * * - EW/PT 7 - ** - - - ** ** - EW/PT 8 - <0.01 - - - 0.02 0.02 - CW/ES 9A 1.28 - - - - 0.01 - 0.01 - 9B 0.33 - - - - - - - CW 10 - - 0.67 3.22 - - - 3.89 EW/ES 11 - - 0.28 1.66 - - - 1.94 12 - - 0.02 0.08 - - 0.10 - CW/ES TOTALS 1.98 <0.01 3.85 13.22 2.79 <0.05 12.29 7.63 Note: Values are in acres; calculation of impacts from clearing is based upon Method 3 (10' beyond slope-stake line); "Structure" denotes impacts from bridge foundations;* Site 6 is an SAV community (see below); ** Site 7 is the open waters of the Croatan Sound; "CW, ES, EW and PT" denote Coastal Wetlands, Estuarine Shoreline, Estuarine Waters and Public Trust Waters, respectively. Coastal Zone Management Issues Several Areas of Environmental Concern (AEC) will be impacted by the proposal, including coastal wetlands, estuarine waters, estuarine shoreline and public trust waters. As part of this process, a Coastal Zone Consistency Determination will be made by the DCM. The enclosed CAMA application addresses all development within AECs, as well as in Waters of the U.S. See Table 1 for which sites are designated as AECs. Also note the attached permit drawings for details of proposed activities in each AEC. Note that while site 10 is a palustrine wetland site, AECs are designated within the • Page 6 October 9, 1997 Ms. Mathis site. These designations are due to DCM's decision to claim the three drainage ditches which pass through site 10 as Estuarine Waters. Mitigation Based upon the Memorandum of Agreement between the Department of the Army and the U.S. Environmental Protection Agency, which was executed on February 6, 1990, a process of verification and accountability for impacts to wetlands has been established. Essentially, the process demands that a proposal must be able to demonstrate that all reasonable steps have been taken to avoid impacts to wetlands (and waters) to the maximum extent practicable, and, where prospective impacts have been shown to be unavoidable, evidence that all reasonable steps have been taken to minimize impacts to these wetlands (and waters) must be further demonstrated; and, where applicable, compensation for the unavoidable loss of wetlands may be required. The Department has taken special care to coordinate with all state and federal agencies throughout the NEPA process. Comments and concerns from regulatory and environmental review agencies have been actively solicited and have been acted on in virtually every instance. The Department has taken mitigation very seriously. Evidence of these efforts can be found in the commitments that have been made, from alternative selection to extended bridging to unique constructability and stormwater management initiatives to the purchase of the Mashoes Road Mitigation Site. These commitments are discussed in more detail in the letter to Mr. Michael Bell, dated September 10, 1997. • Avoidance: Preliminary environmental screenings during the NEPA study confirmed that, short of a no-build concept, no alternative that would meet the purpose and need of the project would avoid impacts to wetlands and surface waters entirely. Even an improve existing alternative, which was studied early in the process, would have impacted considerable wetlands. (Note in table 1 that the largest impact to wetlands will result from the widening portion of the project.) • Minimization: Selection of the recommended alternative minimizes impacts to wetlands and surface waters when compared to other reasonable and feasible alternatives. Perhaps the most dramatic evidence of minimization lies in the Department's decision to bridge all estuarine wetlands within the new location portion of the project. Furthermore, the decision to require the contractor to utilize temporary bridge access (in lieu of dredged work channel or temporary haul road) during construction of the permanent bridge through estuarine marsh at the Croatan Sound approaches will minimize impacts to high quality ecosystems. A minimal 4-lane shoulder section design through the Alligator River National Wildlife Refuge, 4-lane barrier • Page 7 October 9, 1997 Ms. Mathis section bridge, and a 5-lane (shoulder or curb and gutter section) design elsewhere were selected, in part, to minimize impacts to wetlands. Fill slopes through terrestrial wetlands will be held to the minimum acceptable (from 2:1 to 4:1, based upon need for guard rails, etc.). Finally, the Department has designed a stormwater collection system that will capture all rainfall falling on the bridge from points several hundred feet waterward of the estuarine marsh zones on either side of the Croatan Sound to the landward ends of both bridges. This collected water will be piped to large stilling basins located on high ground near both bridge approaches. This stormwater management system will effect over 5,200 linear feet of bridge surface. • Compensation: In spite of all efforts to avoid and minimize impacts to wetlands and waters, a total of <19.92 acres of wetlands and 1.22 acres of surface waters will be permanently impacted by the proposal. Anticipated impacts include 7.62 acres of non-riverine palustrine wetlands from permanent earth fills, structural bridge foundations, and mechanized clearing. In addition, a small quantity (0.75 acre) of an alluvial palustrine wetland (a subset of site 10) will be impacted from permanent fills and mechanized clearing. Furthermore, 12.29 acres of estuarine marsh will be impacted by structural bridge foundations, excavation and roadway fills. The Department acknowledges its responsibility to provide suitable compensatory mitigation for these unavoidable impacts and accordingly proposes that all impacts from the project be mitigated at the Mashoes Road Mitigation Site (MRMS). 1. Palustrine Wetlands: Impacts to palustrine wetlands, totaling 7.62 acres shall be mitigated at the MRMS by restoring at least 7.62 acres of the site to palustrine forested wetlands. This restoration acreage is to be made available from the former staging area for the dredging operation and from an adjacent site, a portion of which was formerly occupied by a 2-story frame house. The larger site lies on the south side of SR 1113, while the smaller site lies north of the road. The Department further proposes that the 0.75 acre of alluvial wetland that will be impacted by the project (a subset of wetland Site 10) shall be mitigated at the Dismal Swamp Mitigation Site (DSMS) at a ratio of 2:1. As a result of this action 1.5 acres of riverine palustrine wetlands will be "debited" from the unencumbered riverine restoration balance of 38.71 acres at the DSMS. Approval of this proposal action will result in a revised balance of 37.21 acres in the riverine category at the DSMS. 2. Estuarine Wetlands: The 12.29 acres of estuarine marsh impacts shall be mitigated at the MRMS by restoring at least 12.29 acres of disturbed land to an estuarine marsh community. The areas to be converted to marsh include areas impacted by the sand dredging operations, including a process pond and dewatering ditches. Page 8 October 9, 1997 Ms. Mathis The Department recognizes that the proposed mitigation for the anticipated wetland losses only approximates slightly more than a 1:1 replacement ratio. However, the Department proposes to supplement the proposed direct replacement acreage with additional preservation acreage (see MRMS plan for specifics on proposed wetland credits, etc.). 3. Submerged Aquatic Wetland: The Department is committed to providing reliable data on this population that will be useful in determinations of losses due to construction and/or shading from the new bridge spans. The Department agrees: a. to conduct a definitive underwater survey to map the population, including measuring population density and species composition, prior to construction (Summer 1997) to establish a pre-construction community profile. Note: this work has been completed; reports are due in October. b. to conduct post-construction monitoring to ascertain losses, if any, that may result from construction activities, including impacts from vertical bridge supports and from sunken work barges and temporary bridge. c. to negotiate a reasonable monitoring program that is intended to elucidate a correlation between actual population declines (if any occur) and the juxtaposition with the new bridge, based upon an hypothesized shade-effect. The Department further agrees to provide compensation for losses to SAVs confirmed from the investigative approach outlined above, the amount and nature of the compensation to be determined through multi-agency discussions. 4. Stream Impacts: Seven project area "streams" will be impacted by the proposal. Anticipated impacts include relocation of sections of ditches or canals and/or installation of pipe culverts. • The open ditch surrounding the former service station site near the western terminus of the project (stations 12+ 60 to 16+ 80) must be crossed twice by roadway fills, resulting in filling approx. 850 linear feet of the open ditch. The filled sections of the ditch will be replaced by channel diversions through pipe culverts and newly constructed open channel. • Another section of this same ditch must be filled and realigned between stations 21 +15 and 22+ 45.'The new channel will be slightly longer than the filled channel. • The canal, which parallels the existing US 64-264 alignment west of Manns Harbor and lying north of the roadway, will be impacted by roadway fills (stations 32+ 60 to 34+ 40) as the roadway shifts from a 4-lane shoulder section to a 5-lane curb & gutter section; equal area replacement of this canal is proposed to the north. Page 9 October 9, 1997 Ms. Mathis d. Station 38+ 20 e. Station 126+ 90 f. Station 127+ 50 g. Station 128+ 70 h. Station 131 + 50 It is anticipated that the impacts to streams described above, and the proposed mitigation (re-creation of stream channel for rechannelizations) will be acceptable under Section 401 rules. Based upon existing mitigation site design, construction and implementation schedules, it is anticipated that the MRMS will be fully planted no later than May 1999, approximately 1 year following the initiation of construction on the R-2551 project. Since the construction project (R-2551) will not be completed until the year 2003, the mitigation site will have experienced well over 3 years of growth prior to the expected completion of the highway project. Based upon these considerations, the Department feels that its compensatory mitigation proposal is both reasonable and timely. Furthermore, the Department fully intends to comply with all success criteria, developed through consultation among the Department, and state and federal regulatory/review agencies. The expense and efforts the Department has applied to the acquisition and development of this mitigation site is ample evidence of the Department's commitments to the success of this site. The Department requests that this project be authorized by a CAMA Major Development permit. A CAMA Major Development Permit Application, including MP-1, MP-2, MP-3 and MP-5 forms (with supplemental attachments) and a check for S250.00 (application fee) is included in this mailing. A full set of engineering drawings, depicting impacts at each wetland and/or AEC site is also included. Copies of letters and notifications to adjacent riparian landowners are also enclosed. Green Cards will be forwarded to the Elizabeth City DCM office when they are received from the U.S. Postal Service. Since this project is scheduled for a February 1998 construction letting and since bid solicitations will be advertised for 8-weeks, the department respectfully requests that the public notice process be initiated at the soonest possible opportunity so that the CAMA Permit can be issued on or before December 1, 1997. Page 10 October 9, 1997 Ms. Mathis If you have questions or comments, please call Mr. M. Randall Turner at (919) 482-7977. Sincerely, /?,Z; H. Franklin Vick, P.E., Manager Planning & Environmental Branch H FV/m rt Enclosures cc: Mr. Mike Smith, COE, Raleigh Mr. Mike Bell, COE, Washington Mr. John Parker, DCM, Raleigh Ms. Lynn Mathis, DCM, Elizabeth City Ms. Deborah Sawyer, DWQ, Washington Mr. David Cox, NCWRC, Northside Mr. John Hefner, USFWS, Raleigh Mr. Ron Sechler, NMFS, Beaufort Ms. Sara Winslow, DMF, Elizabeth City Mr. John Wadsworth, P.E., FHWA, Raleigh Mr. Ted Bisterfield, USEPA, Atlanta, Ga. Mr. Terry Knowles, USCG, Portsmouth, Va. Mr. R.L. Hill, P.E., NCDOT, Highway Design Mr. A.L. Hankins, P.E., NCDOT, Hydraulics Unit Mr. W.L. Moore, Ill, P.G., P.E., Geotechnical Unit Mr. W.H. Webb, P.E., NCDOT, Program Development Branch Mr. Tom Shearin, P.E., NCDOT, Roadway Design Branch Mr. W. J. Rogers, P.E., NCDOT, Structure Design Unit Mr. D. R. Conner, P.E., NCDOT, Division One Mr. M. Randall Turner, NCDOT, Division One Form DCM-MP-1 t-,WFo APPLICATION . (To be completed by all applicants) OCT 6 1997 1 b. City, town, community or landmark 1. APPLICANT Manns Harbor. Manteo a. Landowner: c. Street address or secondary road number US 64-264 Name N. C. Department of Transportation d. Is proposed work within city limits or planning Address P.O. Box 25201 jurisdiction? X Yes No State N.C. e. Name of body of water nearest project (e.g. river, City Raleigh creek, sound, bay) Spencer Creek, Croatan Sound Zip 27611-5201 Day Phone (919) 733-3141 Fax (919) 733-9794 3. DESCRIPTION AND PLANNED USE b. Authorized Agent: OF PROPOSED PROJECT Name H.Franklin Vick, P.E., Mgr., P&E Branch a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and Address P.O. Box 25201 excavation and/or filling activities. Widening of US 64-264 from west of Manns City Raleigh State N.C. Harbor to SR 1105; construction of new 4/5-lane facility from SR 1105 to US 64-264/NC 345, including a new bridge across the Croatan Sound Zip 27611-5201 Day Phone (919) 733-3141 b. Is the proposed activity maintenance of an existing Fax (919) 733-9794 project, new work, or both? New work c. Will the project be for public, private or commercial c. Project name (if any) R-2551:Improvements to US use? Public 64-264, Manns Harbor to Manteo d. Give a brief description of purpose, use, methods of NOTE: Permit will be issued in name of landowner(s), and/or construction and daily operations of proposed project name. project. If more space is needed, please attach additional pages. PURPOSE: To facilitate improved emergency evacuation during hurricanes; to improve traffic movements between beaches 2. LOCATION OF PROPOSED and mainland destinations/alleviate traffic congestion PROJECT in Manteo; USE: Public transportation; METHODS OF CONSTRUCTION: Standard roadway and bridge construction methods: DAILY a. County Dare OPERATIONS: Conveyance of vehicular traffic Revised 03/95 I , v PE' `./t= Form DCM-MP-1 OCT 161997 m. Describe existing wastewater treatment facilities. 4. LAND AND WATER N/A CHARACTERISTICS a. Size of entire tract N/A n. Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary b. Size of individual lot(s) N/A wastewater, industrial/commercial effluent, "wash down" and residential discharges.) Surface runoff c. Approximate elevation of tract above MHW or from roadway and bridge surfaces; stormwater NWL From +/-0-5 feet above MHW (USGS) to be collected from portions of both ends of bridge and retained landward of bridge d. Soil type(s) and texture(s) of tract See Attachment PuA, HoA, BvA, JoA, BaC, IcA, CuA, LeA o. Describe existing drinking water supply source. N/A e. Vegetation on tract varies: estuarine marsh, pine- dominated forest, mixed forest f. Man-made features now on tract existing US 64- 264-SR 1105-NC 345, canals, bridge (Spencer 5. ADDITIONAL INFORMATION Crk), impoundments, 2-story commercial bldg g. What is the CAMA Land Use Plan land In addition to the completed application form, the classification of the site? (Consult the local land use plan.) following items must be submitted: X Conservation Transitional • A copy of the deed (with state application only) or Developed X Community other instrument under which the applicant claims title Rural Other to the affected properties. If the applicant is not claiming to be the owner of said property, then h. How is the tract zoned by local government? forward a copy of the deed or other instrument under R-2, C-3 and I-1 which the owner claims title, plus written permission from the owner to carry out the project. i. Is the proposed project consistent with the applicable zoning? X Yes No • An accurate, dated work plat (including plan view (Attach zoning compliance certificate, if applicable) and cross-sectional drawings) drawn to scale in black ink on an 8 1/2" by 11" white paper. (Refer to j. Has a professional archaeological assessment been Coastal Resources Commission Rule 7J.0203 for a done for the tract? X Yes No detailed description.) If yes, by whom? NCDOT Archaeologists Note: See Attachment Please note that original drawings are preferred and k. Is the project located in a National Registered only high quality copies will be accepted. Blue-line Historic District or does it involve a National prints or other larger plats are acceptable only if an Register listed or eligible property? adequate number of quality copies are provided by Yes X No applicant. (Contact the U.S. Army Corps of Engineers regarding that agency's use of larger 1. Are there wetlands on the site? X Yes _No drawings.) A site or location map is a part of plat Coastal (marsh) X Other X requirements and it must be sufficiently detailed to If yes, has a delineation been conducted? Yes guide agency personnel unfamiliar with the area to (Attach documentation, if available) Note: To be mailed separately Revised 03/95 Form DCM-MP-1 prcriiirn OCT i 6 t:a07 the site. Include highway or secondary road (SR) 6.CERTIFICATION AND PERMISSION numbers, landmarks, and the like. TO ENTER ON LAND •A Stormwater Certification, if one is necessary. •A list of the names and complete addresses of the I understand that any permit issued in response to this application will allow only the development described in adjacent waterfront (riparian) landowners and the application. The project will be subject to conditions signed return receipts as proof that such owners and restrictions contained in the permit. have received a copy of the application and plats by certified mail. Such landowners must be advised I certify that to the best of my knowledge, the proposed that they have 30 days in which to submit comments activity complies with the State of North Carolina's on the proposed project to the Division of Coastal approved Coastal Management Program and will be Management. Upon signing this form, the applicant conducted in a manner consistent with such program. further certifies that such notice has been provided. I certify that I am authorized to grant, and do in fact, Name (See Attachment) grant permission to representatives of state and federal Address review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the Name project. - = Address _ Phone I further certify that the information provided in this _ Name application is truthful to the best of my knowledge. -- Address Phone This is the 9th day of October , 19 97 . • A list of previous state or federal permits issued for Print Name H. • ick, P.E work on the project tract. Include permit numbers, permittee, and issuing dates. Signature /j��. Ja `p -r or Authorized Agent N/A • A check for $250 made payable to the Department of Please indicate attachments pertaining to your proposed project. Environment, Health, and Natural Resources (DEHNR) to cover the costs of processing the X DCM MP-2 Excavation and Fill Information application. X DCM MP-3 Upland Development _ DCM MP-4 Structures Information • A signed AEC hazard notice for projects in X DCM MP-5 Bridges and Culverts oceanfront and inlet areas. DCM MP-6 Marina Development • A statement of compliance with the N.C. NOTE: Please sign and date each attachment in the Environmental Policy Act (N.C.G.S. 113A - 1 to space provided at the bottom of each form. 10) If the project involves the expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. Revised 03/95 Form DCM-MP-1 RECEJVEr) SUPPLEMENTAL INFORMATION 5. Additional Information OCT + 6 1997 • A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Upon signing this form, the applicant further certifies that such notice has been provided. Name Mike Bryant, Refuge Manager Address U.S. Department of the Interior Name Cynthia Fulcher (Heirs) Fish & Wildlife Service c/o Lavica Burgess Alligator River National Wildlife Refuge Address Box 71 P.O. Box 1969 Manns Harbor, North Carolina 27953 Manteo. North Carolina 27954 Name Frank Hester c/o Rudolph Collins Address P.O. Box 1386 Name Faye D. Austin Manteo, North Carolina 27954 Address P.O. Box 250 Manns Harbor, North Carolina 27953 Name M. L. Daniels Oil Co. Address Box 86 Name Merium D. Collins Manteo, North Carolina 27954 Address P.O. Box 1238 Manteo, North Carolina 27954 Name Arthur L. Midgett Name Oscar C. Collins Address Rt. 1, Box 1256 Address c/o Johnnie Robbins Manteo, North Carolina 27954 P.O. Box 1675 -... Kill Devil Hills, North Carolina 27948 Name William Hunter Morgan, Sr. Address Box 176 Name Eastern Fuels, Inc. Sunbury, North Carolina 27979 Address P.O. Box 1386 Ahoskie, North Carolina 27910 Name Wade E. White Address P.O. Box 96 Manns Harbor. North Carolina 27953 Revised 03/95 Form DCM-MP-1 SUPPLEMENTAL INFORMATION • 4. Land and Water Characteristics T r /, ,,.,�,, ;;.r d. Soil type(s) and texture(s) of tract At least eight (8) soil map units will be crossed by the proposed project. These soil series and the textures of the soils are: Symbol Soil Series Texture Depth BaC Baymeade fine sand, 1-10 % slopes fine sand 0-32" fine sandy loam, 32-46" sandy clay loam, sandy loam loamy fine sand, 46-80" sand, sandy loam BvA Belhaven muck, 0-2 % slopes muck 0-38" sandy loam, fine 38-47" sandy loam, mucky loam loam, clay loam, 47-72" sandy clay loam, sandy loam CuA Currituck mucky peat, 0-1 % slopes mucky peat 0-17" muck 17-40" loamy sand, sand 40-65" HoA Hobonny muck, 0-1 % slopes muck 0-16" sapric material 16-72" IcA Icaria loamy fine sand, 0-2 % slopes - 0-12" sandy clay loam, 12-33" clay loam, loam sand, fine sand 33-72" JoA Johns loamy sand, 0-2 % slopes loamy sand 0-13" sandy clay loam, 13-26" sandy loam, clay loam, fine sandy loam sand, loamy sand, fine 26-72" sand, loamy fine sand LeA Leon fine sand, 0-2 % slopes fine sand 0-15" fine sand, sand 15-23" fine sand, sand 23-72" PuA Pungo muck, 0-2 % slopes muck 0-65" clay, silty clay, 65-72" sandy clay Revised 03/95 Form DCM-MP-2 EXCAVATION REcEivED AND FILL OCT i 6 1997 (Except bridges and culverts) Attach this form to Joint Application for CAMA Major 1. EXCAVATION Permit, Form DCM-MP-1. Be sure to complete all other sections of the Joint Application that relate to this a. Amount of material to be excavated from below proposed project. MHW or NWL in cubic yards 6,152 cu yds Describe below the purpose of proposed excavation or b. Type of material to be excavated marsh/muck fill activities. All values to be given in feet. Average Final c. Does the area to be excavated include coastal Existing Project wetlands (marsh), submerged aquatic vegetation Length Width Depth Depth (SAVs) or other wetlands? X Yes _ No Access d. High ground excavation in cubic yards 0 channel (MLW)or(NWL) 2. DISPOSAL OF EXCAVATED Canal MATERIAL (See Attachment) a. Location of disposal area Boat basin b. Dimensions of disposal area Boat ramp c. Do you claim title to disposal area? Yes No Rock If no, attach a letter granting permission from the groin owner. Rock d. Will a disposal area be available for future breakwater maintenance? _Yes _No If yes, where? Other (Excluding shoreline stabilization) Revised 03/95 t 4s. Ott • Form DCM-MP-2 6 1997 e. Does the disposal area include any coastal wetlands If yes, (marsh), SAVs or other wetlands? (1) Amount of material to be placed in the Yes No water 9.570 cu yds (2) Dimensions of fill area +/- 1.22 acres f. Does the disposal include any area in the water? Yes No (3) Purpose of fill for roadway widening 3. SHORELINE STABILIZATION N/A b. Will fill material be placed in coastal wetlands a. Type of shoreline stabilization (marsh), SAVs or other wetlands? Bulkhead Riprap X Yes No If yes, b. Length (1) Dimensions of fill area 13.22 acres c. Average distance waterward of MHW or NWL (2) Purpose of fill for roadway widening d. Maximum distance waterward of MHW or NWL 5. GENERAL e. Shoreline erosion during preceding 12 months (Source of information) a. How will excavated or fill material be kept on site and erosion controlled? Strict adherence to the f. Type of bulkhead or riprap material NCDOT's "Best Management Practices for the Protection of Surface Waters in North Carolina" g. Amount of fill in cubic yards to be placed below water level b. What type of construction equipment will be used (for (1) Riprap example, dragline, backhoe, or hydraulic dredge)? (2) Bulkhead backfill Excavators, backhoes, front-end loaders, dozers, motorgraders, etc h. Type of fill material c. Will wetlands be crossed in transporting equipment to project site? X Yes No i. Source of fill material If yes, explain steps that will be taken to lessen environmental impacts. Temporary fills will be placed on certain wetlands for a haul road (see drawings for location of haul road) 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) H. F ick, OT A Project N- • a. Will fill material be brought to site? X Yes No ignature October 9, 1997 Date Revised 03/95 Form DCM-MP-2 SUPPLEMENTAL INFORMATION 6 691 2. Disposal of Excavated Material The selection of a waste disposal site will not be made until after the construction contract has been awarded to a contractor. The contractor is responsible for selecting borrow and waste sites. However, it is important to note that the Department's contract language specifies that the contractor will not be allowed to deposit waste or excavate fill from jurisdictional sites. Candidate sites must be approved by the Department's Resident Engineer. The contractor must engage the services of a biological, or wetlands-competent consultant who will submit a report describing the site, in terms of its soils, hydrology and vegetation. Should any portion of the site contain Waters of the U.S., as defined by Section 404, these areas will be flagged, mapped and excluded from the overall borrow or waste activities. This contractual admonition will coincidentally cover Estuarine Waters, Public Trust Waters and Coastal Wetland AEC's, since these areas are also Section 404 jurisdictional areas. The Department hereby commits to requiring the contractor to also identify any Estuarine Shoreline AEC boundary on the site map when applying to the Resident Engineer for permission to engage in borrow and/or waste activities. If such activities are likely to occur, at least in part, within the Estuarine Shoreline AEC, the Department will apply to the Division of Coastal Management for the appropriate authorization prior to undertaking borrow or waste activities within these areas. Revised 03/95 Form DCM-MP-3 ✓ 091 UPLAND DEVELOPMENT (Construction and/or land disturbing activities) Attach this form to Joint Application for CAMA Major h. Projects that require a CAMA Major Development Permit, Form DCM-MP-1. Be sure to complete all Permit may also require a Stormwater Certification. other sections of the Joint Application that relate to this Has a site development plan been submitted to the proposed project. Division of Environmental Management for review? Yes X No a. Type and number of buildings, facilities, units or If yes, date submitted structures proposed 4/5-lane asphalt road & 2 - concrete reinforced bridges i. Describe proposed method of sewage disposal. N/A b. Number of lots or parcels N/A j. Have the facilities described in Item i. above t; Density (give the number of residential units and the received state or local approval? N/A units per acre) N/A (Attach appropriate documentation) •, k. Describe location and type of proposed discharges to d Size of area to be graded, filled or disturbed waters of the state (for example, surface runoff, including roads, ditches, etc. Total Project = sanitary wastewater, industrial/commercial effluent, +/- 10 miles long "wash down" and residential discharges). Surface runoff from roadway and some bridge e. If the proposed project will disturb more than one surfaces; stormwater capture and retention from acre of land, the Division of Land Resources must near-shore bridge surfaces receive an erosion and sedimentation control plan at least 30 days before land disturbing activity begins. 1. Describe proposed drinking water supply source If applicable, has a sedimentation and erosion (e.g. well, community, public system, etc.) control plan been submitted to the Division of Land N/A Resources? Yes X No If yes, date submitted m. Will water be impounded? Yes X No If yes, how many acres? f. List the materials (such as marl, paver stone, asphalt, or concrete) to be used for paved surfaces. n. If the project is a oceanfront development, when was Asphalt and concrete the lot(s) platted and recorded? N/A H.Franklin Vick, P.E., NCDOT g. Give the percentage of the tract within 75 feet of Appli or )1 Name a MHW or NWL, or within 575 feet in the case of an Outstanding Resource Water, to be covered by Si /1,1 impervious and/or built-upon surfaces, such as October 9, 1997 pavement, buildings, rooftops, or to be used for Date vehicular driveways or parking. See Attachment Revised 03/95 Form DCM-MP-3 • F`,'Cl 6151 SUPPLEMENTAL INFORMATION tztj g. Give the percentage of the tract within 75 feet of MHW or NWL, or within 575 feet in the case of an Outstanding Resource Water, to be covered by impervious and/or built-upon surfaces, such as pavement, buildings, rooftops, or to be used for vehicular driveways or parking. "The tract", in this instance, is interpreted to be that portion of the parcel which the NCDOT has control of, • for example, the right of way. The NCDOT is using a +/- 160 foot wide right of way as the bridge approaches land at either end of the Croatan Sound. The calculated impervious surface within 75 feet of the estuarine shoreline, as a function of the overall tract would compute to be approximately 31% on the Manns Harbor side and approximately 40% on the Roanoke Island side. However, All stormwater will be collected from the bridge surface out to several hundred feet over the open waters of the Sound. This stormwater will be piped to retention basins located on land at either end of the bridge. Form DCM-MP-5 v ,,C\I (1 Re BRIDGES AND ea91 CULVERT S Attach this form to Joint Application for CAMA Major Permit, Form DCM-MP-1. Be sure to complete all other sections of the Joint Application that relate to this (4) Will all, or a part of, the existing culvert be proposed project. removed? (Explain) (1) Denotes Spencer Creek 1. BRIDGES (2) Denotes Croatan Sound g. Length of proposed bridge (1) 88.5 ft; (2) 27,580 ft h. Width of proposed bridge (1) 65 ft; (2) 75 ft a. Public X Private i. Height of proposed bridge above wetlands b. Type of bridge (construction material) (1) +/-6 ft; (2) +/- 14-76 ft reinforced concrete j. Will the proposed bridge affect existing water flow? (1) & (2) X Yes No c. Water body to be crossed by bridge If yes, explain (1) vertical supports will be placed (1) Spencer Creek; (2) Croatan Sound landward of deepest part of channel. compared to existing supports; (2) Croatan Sound waters will d. Water depth at the proposed crossing at MLW or experience minor changes in flow patterns in the NWL (1) 0-7.9 ft (NWL); (2) 0-15.4 ft (MLW) immediate vicinity of bridge pilings e. Will proposed bridge replace an existing bridge? k. Navigation clearance underneath proposed bridge (1) X Yes (2) X No (1) +/-3.3 ft (V); +/-29.5 ft (H); (2) +/-65.6 ft If yes, (V); +/- 180.4 ft (H) (1) Length of existing bridge (1) 53.1 ft (2) Width of existing bridge (1)+/-29.5 ft 1. Will the proposed bridge affect navigation by (3) Navigation clearance underneath existing reducing or increasing the existing navigable bridge (1) +/-3.8 ft (V); +/- 18 ft(H) opening? (1) & (2) X Yes No (4) Will all, or a part of, the existing bridge be If yes, explain (1) Proposed vertical clearance removed? (Explain) (1) entire structure to will be reduced by 0.5 ft, but horizontal clear- be replaced with 4-lane bridge ance will increase by 11.5 ft; (2) New bridge will establish structural limits where none existed f. Will proposed bridge replace an existing culvert(s)? m. Will the proposed bridge cross wetlands containing Yes (1)&(2) X No no navigable waters? (2) X Yes (1) X No If yes, explain (2) Bridge will span estuarine & If yes, palustrine wetlands adjacent to Sound (1) Length of existing culvert (2) Width of existing culvert (3) Height of the top of the existing culvert above n. Have you contacted the U.S. Coast Guard the MHW or NWL concerning their approval? X Yes No If yes, please provide record of their action. Revised 03/95 `'S Form DCM-MP-5 V OCT A 6 A991 2. CULVERTS (See Attached, where noted) j. Will the proposed culvert affect existing navigation potential? Yes X No a. Water body in which culvert is to be placed If yes, explain unnamed ditches (canals) b. Number of culverts proposed 12 at 7 sites 3. EXCAVATION AND FILL c. Type of culvert(construction material, style) aluminum pipes a. Will the placement of the proposed bridge or culvert • require any excavation below the MHW or NWL? X Yes No d. Will proposed culvert replace an existing bridge? If yes, See Attached Yes X No (1) Length of area to be excavated If yes, (2) Width of area to be excavated (1) Length of existing bridge (3) Depth of area to be excavated (2) Width of existing bridge (4) Amount of material to be excavated in cubic (3) Navigation clearance underneath existing yards bridge (4) Will all, or a part of, the existing bridge be b. Will the placement of the proposed bridge or culvert removed? (Explain) require any excavation within: X Coastal Wetlands_SAVs X Other Wetlands If yes, See Attached (1) Length of area to be excavated e. Will proposed culvert replace an existing culvert? (2) Width of area to be excavated Yes X No (3) Amount of material to be excavated in cubic If yes, yards (1) Length of existing culvert (2) Width of existing culvert c. Will the placement of the proposed bridge or culvert (3) Height of the top of the existing culvert above require any high ground excavation? the MHW or NWL Yes X No (4) Will all, or a part of, the existing culvert be If yes, removed? (Explain) (1) Length of area to be excavated (2) Width of area to be excavated (3) Amount of material to be excavated in cubic f. Length of proposed culvert See Attached yards g. Width of proposed culvert See Attached d. If the placement of the bridge or culvert involves any excavation, please complete the following: See Attachment with MP-2 h. Height of the top of the proposed culvert above the MHW or NWL +/-0.7 ft (1) Location of the spoil disposal area i. Will the proposed culvert affect existing water flow? (2) Dimensions of spoil disposal area X Yes No (3) Do you claim title to the disposal area? If yes, explain During periods of high water, flows Yes No will be accelerated through pipes, compared to If no, attach a letter granting permission from velocities in unconstrained ditches the owner. TrCIN'Cr) Form DCM-MP-5 6 ,1597 OC1 b. Will the proposed 'project require the relocation of (4) Will the disposal area be available for future any existing utility lines? X Yes No maintenance? Yes No If yes, explain in detail Overhead electric, phone (5) Does the disposal area include any coastal and TV cable will be relocated for roadway wetlands (marsh), SAVs, or other wetlands? construction Yes No If yes, give dimensions if different from(2) c. Will the proposed project require the construction of above. any temporary detour structures? (6) Does the disposal area include any area below Yes X No the MHW or NWL? Yes No If yes, explain in detail If yes, give dimension if different from No. 2 above. e. Will the placement of the proposed bridge or culvert d. Will the proposed project require any work result in any fill (other than excavated material channels? Yes X No described in Item d. above) to be placed below If yes, complete Form DCM-MP-2 MHW or NWL? X Yes No If yes, See Attached e. How will excavated or fill material be kept on site (1) Length of area to be filled and erosion controlled? Strict implementation of (2) Width of area to be filled NCDOT's "Best Management Practices for the (3) Purpose of fill Protection of Surface Waters in N.C." f. What type of construction equipment will be used f. Will the placement of the proposed bridge or culvert (for example, dragline, backhoe or hydraulic result in any fill (other than excavated material dredge)? Cranes. barges, dozers, loaders, described in Item d. above) to be placed within: motorgraders, etc. X Coastal Wetlands_SAVs X Other Wetlands If yes, See Attached (1) Length of area to be filled g. Will wetlands be crossed in transporting equipment (2) Width of area to be filled to project site? X Yes No (3) Purpose of fill If yes, explain steps that will be taken to lessen environmental impacts. Temporary work bridge and temporary haul roads will be used across g. Will the placement of the proposed bridge or culvert some wetland areas (see drawings) result in any fill (other than excavated material described in Item d. above) to be placed on high h. Will the placement of the proposed bridge or culvert ground? Yes X No require any shoreline stabilization? If yes, Yes X No (1) Length of area to be filled If yes, explain in detail (2) Width of area to be filled (3) Purpose of fill H. Fra s 's Vick, P.E., N DOT 4. GENERAL Appli t .r Name &' T.tur tib.ri �j� L a. Will the proposed project involve any mitigation? X Yes No October 9, 1997 If yes, explain in detail See Mashoes Road Date Mitigation Site Plan Revised 03/95 _.ate Form DCM-MP-5 RtCFi\'rn SUPPLEMENTAL INFORMATION OCT ' 6 1997 [Note: Answers to blanks in questions 2 (f, g) and 3 (a, b, e and 1) are given in Table 1] 2. Culverts f. Length of proposed culvert(s) g. Width of proposed culvert(s) 3. Excavation and Fill a. Will the placement of the proposed bridge or culvert(s) require any excavation below the MHW or NWL ? X Yes No If yes, (1) Length of area to be excavated (2) Width of area to be excavated (3) Depth of area to be excavated 2.5', 2.0', 1.5', 2.3', 1.0', 1.0' and 1.5', respectively (4) Amount of material to be excavated in cubic yds b. Will the placement of the proposed bridge or culvert(s) require any excavation within: X Coastal Wetlands SAVs X Other Wetlands If yes, (1) Length of area to be excavated (2) Width of area to be excavated (3) Amount of material to be excavated in cubic yards e. Will the placement of the bridge or culvert(s) result in any fill (other than excavated material described in item d above) to be placed below MHW or NWL? X Yes No If yes, (1) Length of area to be filled (2) Width of area to be filled (3) Purpose of fill backfill for pipe culverts f. Will the placement of the bridge or culvert(s) result in any fill (other than excavated material described in item d above) to be placed within: X Coastal Wetlands SAVs X Other Wetlands If yes, (1) Length of area to be filled (2) Width of area to be filled (3) Purpose of fill backfill for pipe culverts Table 1. Proposed Culvert Locations, Dimensions; Areas and Volumes of Proposed Excavation and Fill SITE QTY PIPE SIZE EXCAVATION FILL CW/404 Station Diameter Length Length Width Volume Length Width Volume 12+80 1 a 60 inches 220 ft 230 ft 6 ft 125 cu yd 230 ft 6 ft 50 cu yd CW 15+30 1 @ 40 inches 100 ft 120 ft 6 ft 60 cu yd 120 ft 6 ft 25 cu yd CW 38+23 2 @ 36 inches 100 ft 120 ft 10 ft 70 cu yd 120 ft 10 ft 25 cu yd 404 126+90 2 @ 60 inches 140 ft 160 ft 16 ft 200 cu yd 160 ft 16 ft 90 cu yd 404 127+50 2 @ 24 inches 130 ft 150 ft 16 ft 90 cu yd 150 ft 16 ft 70 cu yd 404 128+70 2 @ 24 inches 100 ft 120 ft 10 ft 50 cu yd 120 ft 10 ft 30 cu yd 404 131+50 2 @ 36 inches 120 ft 140 ft 10 ft 80 cu yd 140 ft 10 ft 40 cu yd 404 Note: "CW/404" column denotes whether culvert installation will occur within Coastal Wetlands or Other Wetlands • pEC71VFr) VICINITY MAPOCT 6 1997 „ i+.a.Hard CC.5.•0..__ --7•_r e aJ ••• ..0. ' (5,, (jack ..r • -r K E 12�,,f �SandMin1.• 0 Ma- -►--.• / +t'IA\•S ljdl L.::• • A4LOWBA6) .. P ' END PROJECT ES S'rE � i' oulee_ro --i. - - p • ,o<e f .a.:‘,.thronei laech Mums , 3' ........ •BU .,:., 4 �� SA XI Mnt ,lislicit k�\� - /di Ili:. ay'' i ' ,N... 111 Devil Hills 1 if gr.4•X:a0 / rJa.y..I w.r1 .... I autwH �%• _ _ Colin Ion oenc ;„,�,� • wy.u+t-�lJ1 n.e.l.aa ..z: s1.11.4 Ndte• AiPPT`'._' �'' G► 1 4\ ••M3710e...Jla at Hep�\ a.y..'l"•' "... J '� �/ /� �!� SIZE b 8• 4Xc SITE Va+1 as , Mann! 1 M n kQ.' 7 - • Po / Lake Herbo ,f '0\ , T / ;r[�t�1y, i• JODIE - 1" 11 •L �o•"O a9 c SW10. ._ `rF ' • Si-'Si?I / .'s,.-% ..Hn+Ou E Oregon Inter P. / i v D A R E,� ; 1: ,'.•';:� ��w. �0 ,J� A T /1 N S (] S um• t E 7 t ;‘wtart V. SI?fi I� SITE Q 1 '�Y Pion i:,1* ;, • `\\:., ti� SfTE IC -r<. • _\ a � . ii yt 0r ;•1 el t.:..\.-^-....----••-....._ • t t� S I"„' , •' f ,„.....7-,---- ....„ q l • R7dantMi r i lt2 'b v •t • M., ' : �o l ! ` , " yryn t1rSAdnf: .iy0 ; J7 .)wt • Salso. it � ' illp j7 - . [ 2• iR ,. ram VS dyti...ill'j. \ 4L . 1 !• LY 1 - BEGIN PROJECTt ���t1 s'p Z*�F• =+ I 7 a)aAr �'� riJfN t : kSire. ) ROANOK{ , s . _ o46 n -91i P2.. r'jI-..f _ N •, -. -Lh „in:. { `u... ti a,1 1}j Y: ; ' • Aeon .1.A ALLIGATOR RIVER l }} \' y 7'Ulii, .-'; • '7.t ,e p/ ri`•N• Vi Hatierai ^,,t •E 7,1•1 f ;cP• -,kM-Is=:+..,. a�'i ._ ! sCXe NATEe1�t '//allows Inlet y-. • •�`' R""'' "' N. C. DEPT.OF TRANSPORTATION DIVISION OF HIGHWAYS DARE COUNTY PROJECT:8.T051401 (R-2551A & B) 4404"�`wl�:�`1 --e•gmy t lik akvivragio AiW'si�yy US 64 - 264 FROM US 264 TO WEST aftio���h��' OF NC 345 EAST OF MANTEO SHEET I OF 2)1 ' (a \.` v: .cC y . (ALAI fA3er ',.\ ,r ,` :-.- \ �7....,I/i,i,(-,.•s-i".• -!(•-i/.,'7, . -•--7, CA 1% E( .._. . _... -/.-.•.--.-„:----.-..-. - .....____.... �. (^��' • ,\,,' may. PTSlo.11+29218 `: ---, j,�` z' % -` IO+86D83 ' �� V `� \ v1 reI t /jj • O / �i �lr ��,;- :40C 7'. • / ./ -'''' N-z/ /,' am"•": .�; • • �r ` U -Ael) ram . • / - -' \ /us --) Z. / 1 � -A.y r t --- � -- 53z E /�; O L./ I --YI-POT90.11+38245 I i 29.000 .,j .• / j / ,_---3`- %i. %< �'1 f^ f ti - -L-REV PCC + • %_ /j N. C. DEPT.OF TRANSPORTATION am /,/�,<<mS JP LA N VI ENV DIVISION OF HIGHWAYS DARE COUNTY 0"4 �; PROJECT:8.T051401 (R-2551A 2+r 11,) Dr.AorES �/���!j \\ svR�ecNf �! DENOTES FILL IN WETLANDS - 264 FROM US 264 TO WEST vJnf E�S US 64 IOm 0 20m \ \ \ \ r .iu , ... • ♦ DENOTES EXCAVATION OF NC 345 EAST OF MANTEO I SCALE �. 1:� ������ � IN WETLANDS 1�% eaclLhrtr>; SHEET 2- OF Si nnFV`1/11 N _--- . 0 ___ - - -- - / ' 4/ t, - - - ..--- L 4 / / LW(IV- or - y�y A'/ / / tAf un.u2fvISppM -- _;1� s;44,♦ a N Lk..era,,\r, Al.-9 /, r • ♦♦�♦ ♦ ♦•♦� • �; ♦♦ ♦• ..77 ♦♦♦•♦••♦♦ O yy ♦ ll41 0 cl_ ss,,,,, ,\ . s, • \s...• . •,...r.-41.,...-v idAdA • ,4. 4 Aglyel . /.7 A /10* 13 . ":4,. sow 7' . (1) 0 7, /Z. , - .....1 k‘, „ -9, lir 4r°4.'. 40,ar / /4/, ‘ ,.) d. I-'3 trit ...-:'1 s-. • -; .— —'kr-- 1...w'gNi..4 -4 ...1174*-4 dr z; Ader' / ors, ‘, •,,.2.s, s 3 ' .._ 11 ri `�� 0�0` \ Llh 1 �I +�� ' - I (AU I1pA11ZEf7 / . \. / N. C. DEPT.OF TRANSPORTATION W DIVISION OF HIGHWAYS ITe. I PLAN ��� DARE COUNTY \ \\� DENOTES FIl I' IN , /�// DENOTES FILL IN WETLANDS PROJECT:8.T051-0O1 (R-2551 A&B) \\\ SURFACE E WATERS %�/// US G4�264 FROM US 2G4 TO WEST 10n1 0 20m \\\\\\\\\\\\\ DENOTES ;�•�•�•y�•�•;,••gy;•g;. DENOTES EXCAVA,TION OF NC 345 EAST OF MANTEO \\\\\\\\\� MECHANIZED ;•,•••,•.;;❖.•.:❖'� SCALE +:• 40:44::; IN WETLANDS LANDS CLEARING _z r' IN WETLANDS SHEET J OFL.J 1 1 "7 ' • o - 19-Y!-5 ,-----7rg-fm'r `- _P;=-=.--...::::--"-—.--�-- -- ..._--_ _. _� ------ •t1 4000)11017 _ _ -_ ____-_- -- _—__--_— -.-_-_ -_ _-/ '• - ` -_ _ - - wrri.Nos "-- - _---- -_- :,N-_. . /• / 0 —_- - -6- _ .. . . / . , O • iO __ .._ ._ \ ` `�� iz s. • ^; _.,___\. ..,-z-,-cs•-•C\'` \* Aol,e •4:' - , / , A.e,,-- ---/ At,:,:iii,.;liZt.ve-st:,s,-)s-' ...., Lur.,,,, •Auttst,z0offriA, y , ‘,,. . ..s , ;:ifolt-s s,.-t \ — 0 41 I COOrnirl �' __, G • eveiv.#774,°, .__ . s• _ ,, : .----.1.,:,= L.,,„,..., oc- .71 %.-r.r , , ., .� 7 N. C. DEPT.OF TRANSPORTATION PLAN VI _�` �`� DIVISION OF HIGHWAYS J1T DARE COUNTY niaii:s PROJECT:S.T051a01 (R-2551A & ID \\�`\\\Fn�ru DENOTES FILL IN WETLANDS ,aFERz. U5 G� - `?6a FROM US 2d�-0 TO WEST waTEl.'� _ lOm 0 20m T-. ♦+iii7i OF NC 3a5 EAST OF MAN�TEO . � o ►������/ DE\01'ES f:\CA�ATIJN SCALE \ IrIVIV-ze ae�curi-, ,d 4L•1*,�•���� IN WETLANDS bje"Pliguaga - wcn��n OF e 1 IliEV 91a-1 SHEET • • 1` 3 O ---- " -- s'-- • 1.1urvL r,F r1,EC.I-, 10.-e1., ili cL enr.r.i.ic -- .__... .._ _ �•--••♦-•-..-_'�:`��� �]3s=T� ���= '�_`_�_�_�a_��_`♦__. • •_Z=eel-•--ST__S'�� .. M'CTIeIlU$ ♦ 1 -1- -�--'�.'•:_. �- =fy� �r=J.--i— — — — — — — --_— J _ _ - . . _ - ._.---• --_—^_...._._ ._....._._ _.— J T:::,,r, 7 a,C -.. _„AI",Ir. 1(Z._..7. "" 1 /// / ,/7//i,/.i •.' ../' / e / // 0 ...,,-- o., _ •• • . .. ......, \ I ♦ty•�r1�iv-' •• i. J .` :.L.[.r,: a-,;••„ 0 r cp J 71 q I • \cJ J I co v m W N. C. 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DENOTES FILL IN WETLANDS PROJECT:8.T051401 (R-255IA & 11) . • vIATE..r..i. A on O. 20m US 64 - 264 FROM US 264 TO WEST .... , ,......., DeoDiEf„ r41 74,47 DENOTES EXCAVATION ' ! SCALE•„'„ OF NC 345 EAST OF MANTEO N N.,..,.... \ W l0.••` L.4&. A•• E N W ET LANDS k ,It_o. , , . . . • ' • SHEET 9 OF . 0-1 _ypv cycli • — ".... uo ..ry ooy N w C, 6 a 5 0 0 too d i -1 4. a Ip + — - - _ 4 —N Oct09.5.E __._.... _. . 1 aJ �Lu� ,,�_ of 6 �\ r i , CC 1 • N. C. DEPT.OF TRANSPORTATION n PLAN VIEW DIVISION OF HIGHWAYS ✓ITE T' DARE COUNTY �» PROJECT:8.TOSHOI (R-255IA & E) ` \\';��\ri r"I itI n DENOTES FILL IN WETLANDS �'` \ .\�=LE,`'"" "' US 64 - 264 FROM US 264 TO WEST 1..101:Gr.ii- IOm 0 20m rov NIT, DENOTES EXCAVATION OF NC 345 EAST OF MANTEO I SCALE •\41����...�.A IN WETLANDS LANDS SHEET 10 OF Si o • 0 0 1 � c t NI n. 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IN WETLANDS s.•,•,`,N,`,• cLeto:2kok, ,..1 /0M 0 20m US 64 - 264 FROM US 264 TO WEST 1 •••• V, DENOTES EXCAVATION 4•11-1K SCALE • •• OF NC 345 EAST OF MANTLO •• • i IN WETLANDS SHEET tZ OF el_ • • in 01 �� ' CI' "P' ( k L,Gtornti:n (An1A1.. • . \ 0 , , / c.,,,,,,,,,,.. .1.s,., \ ss, soc,-,-,--7-7-7-7.7.7, s, s s sy.,% .,_7,, , ____erT...., ,.-01.4.••••••#01**:010 144 3-1L , 10" \ 0. i_st‘,,,.‘ 404,,;NAtos.Ay.MD gligrAmm... .,iy. 7ayis,+O...,, 44-kj • (\--, . ___ _ .-ci ..;Jett"'''Ws%Ak‘lats*4-1.ifikts‘tatiore'AvA7-11.1r..Aw.-Aar '‘16:•07\"Ng Arlirt 1:4\#7_\. 4 t A \-1,444.14'........ \ `'\\'\\\ \ \\ \ \----\`\ — J . \\\ .. ___ ,.. 1$1.----------.-717----77.'-... . --- :;:?..7 ./ .2..7:i/3,i A-Y;•-.7-7- .-.)-.4.,stv'' .' 2 :-_-.4'.-;,./..- t•s.- �i -tea r.,..—I '. • - -- - -._._-_ _ ' - __._._...._ _fi ,—=_—_=s:+r-..--.- - . .._-- y _:=..—. ......,_. r:aoy._=_ J _.�.,:17.=_-_i)_s _ ..,.. .r . . .yNcs -; :•:-: •— W*J In N C.1 — • •-'. d ../ • •� r`�r w r 1 I s 1<I:',••'. •i •� L�fi f eft" ' . 1I I -, ,�_ I �_ n Co '_ 1 Is!EI) •t` ROT D,CREEP (� -"1 P -f'' f µc�.z p`,r>k, ��pVEIYN BASWGNT BRAT TEN ;I 0 - +I DB 34,PG 351 ,I OB 120.PG 178 r�� f„+ •• 1 I 7 �` 11 L 1 I' B4LY G.>aiDGETTE �r s ti I , i CT _ © ((,I I I t I ' DB 980.PG 524 se' l!+ NiR C ;l 1 1,. ssaso KI I fJ w J o` 0 �U :.7 Y s ssra�o■ I. 1 I I 1 W I v I 1 III aI ' 1 1 I i 2 n N. C. DEPT.OF TRANSPORTATION PLAN VI ,W DIVISION OF HIGHWAYS --)ITE DARE COUNTY • I�cnkxE, , PROJf?CT:8.T(15].4101 (R-255LA t)c 1%> _:- \lWit IN L��1�s=1-LL DENOTES �ILI. IN WETLANDS �IS•.,/-CIVE US 64 264 FROM US 264 TO WEST Wit ram: /Om O 20m Gfn.01,5 OF NC 345 EAST OF M.#NTEO \\:"`. a E,..4 1._i0 `��� ����N DENOTES EXCAVATION SCALE r�����. .•r .�CLEAF„sty 141 ►��I��n,��t4 IN WETLANDS ,f 4.IEit.A,IG� SHEET 13 OF 131 .v 9/q1 30.5,1 i \ 7As1 !• ` \ : r r I '� I1 In llMil� of \ !' r — , -,'�s L 1 7— iiY1rGNAr117:L=1�06„ 1 I f I e sro t; I. \ .:I s. :n 4FC :r WADE E.WHITE \ \ !S! uuNs I -1 1 i mneoe •i i 1 , DB 641.PG B20 s' •- \ CHURCH Of �� Y S�i e v v k lt ` coo toy• • w o (� I , �W' �� ; C(atlrat ay..),AIEL., \ 1 gz (,:. 3.1 LLOYD K.MIDGETT c' r v1. 1 •-.. torki., • P4a16,-- .::;:,_(.4 -4, ,. c.t I I . I1 r • .,. .r:Ya. . I ... :I: Gc: .,�. - I DE .I i : -.- I, .. � .: � __..._...__; X `�1� ,; ;1 . . .. .. 1. - r:r _ ___ T.. II _1 --..s- tr.,..:,.: :::I. I I I __ 1-1- • - . i ...r c 11r I r —6:.; __— I --1.—. 1 1 I .--._ 1 ., , 4 _� I i<0.. EV; I 1 C•`. F-• IF___.� lily ! I 1S �� . Q L. -.. - I • I. I it I E5 I .o 1NM I n I-� I -I I,,, 11 W.STANFORD WHITE !e i • •7I i s i DB 3 • 3225.PG 252 f.? ' t rsro I m p o Iili I PLANN. C. DEPT.OF TRANSPORTATION VIEW DIVISION OF HIGHWAYS LTG DARE COUNTY . DENUtGS PROJECT:8.T051401 (R-2551.A & ID DENOTES FILL IN WETLANDS \ \\ SukFANCE US 64 - 254 FROM US 264 TO WEST IOm 0 20m \, \ \ \\ , L;.Np inlAtE li 5 TES l�♦�♦V♦• ♦ DENOTES EXCAVATION OF NC 345 EAST OF MANTEO Li . \` \ \ M Ee An r.lrt E FJ I♦�♦♦ ♦ ♦ �� SC A1.); \\ \ \ ,CLErcCifI(-, hI . .�♦ IN WETLANDS \!EiLAr.IG•S STET 14 OF 81 RE\1. cl/q1 • • a \ • HOMARD R.LANGLEY VASILIOS trt L • • s \\ �„) DB 806.PG 482 DB (0 LLOYD K.MIDGET CARL S.MANN �= ,_ DB 362.PG 82 ,• J I DB 236•PG 398 0; ��-0 -, 1 _ � Ui �iEcD 1 . J I * 1:, .s. r- 1 0 ... , , 1 ....:,7: ..___„,„4., ,.,• .: ...,, . _ _ . .. __ .R-_---. • _ _ T 4, ,4_,_!.,.....,. F:g . J 9 /'1 ' S ; - .. .. .. -: ,' :ti `�, r JJ( l[• C(u ; • u 1. z- U.WHITE! 141 — — __ — — — — — i — -- — �[i , In M 325.PG 250iw1 Icl .I t i i d ' is ' II r Ii L I 1 1 I- I I ;i IJ LI i 1•il vl _9. t FO I I ROGER C.CARD w (� F l r•7. ( 15FD I 1 iJ '�E' � D ) C I I DB 411.PG 213 J;I l EDBARD W. 218 I E8= 1 =a I I 0 Q p c. , •1-I rI�DB 25.PG bB ` �3 . I I I . I Foal _'1 -1 1 I Cr. -I y'CMR I !\ L� I w1F,I I I•I • i_ I �_� lJ I I °(3 ( i I I L� i� C n,[•i 1 I [. `'-ssrss't• Li i r '1 1 — I I BLANCHE AL KAISER rI I 1 1 4_. +- ? I DB TOL PG ITT I L.:,. �� ` = _ _ • N. C. DEPT.OF TRANSPORTATION PLAN VIEW DIVISION OF HIGHWAYS DARE COUNTY PROJECT:8.T051401 (R-2551A tic BY DENOTES FILL IN WETLANDS US 64 - 264 FROM US 264 TO WEST /Om 0 20m ♦♦♦•♦♦4 DENOTES EXCAVATION OF NC 345 EAST OF M ANTED ♦♦♦♦♦♦ •�����n SCALE /♦♦♦•��♦♦ ♦• IN WETLANDS 1 SHEET 15 OF 81 ,, ._ , ,, :. . , u L_____, . 'n 56v9e r2 I ..'R 56nse uEAV 33353m.109.43' L ® - r` :- -_--_ - — — — - - - 1 -'Mi - - — — — JB"1V.rAj D - - '• - ram-- �`"anG_m__2s sn_. 6- •-c+- -0_ _� ,jrin 1 y'�z ORV :9��i 1 145.1 � 60 zsro I.� IS I• �� 1 W I6m OFF IMITS OF II 35 MECHANIOZED w F • '����� 29�"9514 MECHANIZED • PC b 24 eJ4 4// I I Igo Y N, �SI353 -UiA=' ' CLEARING �m95J4 I CLEARING II cc � I I ,.e.no ` � �JOYCE�BB4RNFRIE• 3 E �� E E _ E E E — -�\� I-4:\-- /ir\ -- 1 _ _/ -^- \\ \\ ► O1 1 I r •' \� = PAOP.". W/REFENCE ``� F ,✓�j 1 O /� // _ _ .--_ _ _ _ - -1 IRA 1 .1...' .--- --- ---- i Vr ' .i. /' •/ iS� Ln a cotx .9 : siii 4' i�' I I Ir�i�" I�LLIgyp' I) I* .: .%j! , W.440W '-- "447,, Al Ardredv& _ . Ci. • Z_ . ?'\\ "1114401111111itt. ir "1 ..•.. . / 1.1 \ (1• a 2- OOmm AL-2 \ LIMITS cow" - �. _ r-I • i'/ ter ' 24379 ` XXXXXxXX XX : .A1: ICD - 8.0,, %,4 : . j Q MECHANIZES XSXXX XXX)c " • XXXXXX ' {p {} {? w��; m �� 24m7674 CLEARING :will XXXXXAX. XXXXXXXXXXXXXX Q C1 sa „� � � ss '� . SITE III c XXxX[x XXXXXXXXXXXXXX —9 Q W nclore-� , -^. �. . XXXXXXXXXXXX • I ROGER C�.I ARc �-� �_ r,) 24.806 -CREW I �r7 {}Q I I I �Rd1EN WIRE FENCE HAUL OROAD �.0 LIMITS OF I II I I I •43 -r?_- I�' 171 MECHANIZED EXIST.R/�1' 9J79m56292 J CLEARING N. C. DEPT.OF TRANSPORTATION PLAN 1\ VIEW DIVISION OF ElIGHWAYS 1 "ll 1� DARE COUNTY DENOTES • \\,„\\,„\\\\ MECHANIZED jI�%// DENOTES FILL IN WETLANDS • """ PROJECT:8.•1'051 &I401 (R-2551 MUD �� ""' ('LEAKING IN WETLANDS US fi-0 264 FROM US 264 TO WEST IQm 0 2Urrl • . • • • • • DENOTES N. DENOTES FILL IN OF NC 345 EAST OF MANTEO i . . 1 SCALE . . . . . . TEMPORARY FILL\\�\\ SURFACE WATERS IN WETLANDS / 10 SHEET IUI OF Bl I..I `v Aril • • MSiY! / ` - 57201007Sr • / 3 1 -90 O I c -32529m9 s x s6.4 J 30 :,:R' ITS OF Z4�t7B74' • MECHANIZED •32 -45 -58 • _R� FAYE D.AUSiW L1J CLEARING y 29m7879/ 787( DB824,PG� + \-Sn '-\ kir �E cv 1 !!!i'' - *. Ili) . 4. co A , /�' /%! � � • \\\ ,li v n Oil PROPOSED STRUT TORE rn z Q J G / \\\ � 11', N 60'36'SB.T E • I ,�o�"os' * J N `� W/ I ^k--- TEMPORARY ,�XX TEMPORARY Q Alz/ :Pc X HAUL ROAD X X X WORK BRIDGE J X X X X A -- _—•ilia Ar,I�' .n1� - j ' .''' c /I esr! — �4 446 J 1�e / , I-XXX . XXXXXXX X.''// , ' -2 DM — 834' JJJ �'XXXXX X,��XXXXX / ( 'O -1 xx x x x X G.s 7, 1i . J I -98 L q 3 ao�.a«aoa. S i XXXX • \, I LIMITS O -313 MECHANIZED TEMPORARY 63B12m20936'CLEARING N--- STORMWATER N. C. DEPT.OF TRANSPORTATION O HAUL ROAD DETENTION BASIN VIEW DIVISION OF HIGHWAYS S�+ePLAN 6in27m20022 DARE COUNTY DENOTES ,j/"""""qq DENO'fr 'TEMPORARY MECHANIZED //////////1 j�jj/DENOTES FILL IN WETLANDS PROJECI':8.T051-0OL (R-2551 At3:il) /////�//////a �� � \\\�\\\\\ CLEARING SURFACE WATERS IN WETLANDS US G-0�2G-0 FROM US :l66 TO WEST IOIm I0 • 20m DENOTES \� DENOTES FILL IN OF NC 345 EAST OF MANTEO �•{ �J I SCALE I (TEMPORARY FILL\\����� SURFACE WATERS` a IN WETLANDS \� SHEET In OF e' 1 Y,,:\I ' 11(11 i O ` j 1.N..„_ 09093 3 +` 294,7874 Marsh P 4'kvr - _ 1_ ,�; '",.\ \ . N UAPSN 14.. `t .A ` * \ RqOPOSED STRUCTURE aa•oo 43-00 s 17 4t',. mow . 0. WI ` :'ham 1 .... J Q 1. Marsh _ - - - 0 o r a. 1 :-i — — / ( Si.te .Y- N. C. DEPT.OF TRANSPORTATION PLAN VIEW DIVISION OF HIGHWAYS 1Le VIEW�Y� DARE COUNTY ES de ?'es Fs rm_re //e/•Ue PROJECT:8.T051-0O1 (R-2551 A&Ii) b0(�i(,�i9t/� � DENOTES FILL IN WETLANDS US 64/ 264 FROM US 264 TO WEST lOm 0 20m :it:::,❖:❖:❖ OF NC 345 EAST OF MANTEO 1�::::i::::�:::QO:::� DENOTES EXCAVATION SCALE :44 I N WETLANDS SHEET I E3 OF Er R6v `A191 .1te 111f (sowd) �, w N ,,/ o� i ' PROPOSED STRUCTUR .A 45.00 0 - 44.90 ., / t\ - . _ , -(REV- 96 ! j / \�` to C1 Q , , i w 31 / /////////////i/// d _ , // /////////// / "'s'r' WORK BRUUGE , - �\\ ////////////// ////>�////////////////// i�r�7�2of' — — —� / ///////t/////////, lL J 4/543 `\ • \• SUNKEN BARGES N O :a rn Ll.e.• L (sa ) ‘\ it .. '3 n w 7 v N. C. DEPT.OF TRANSPORTATION PLAN VIEW R DIVISION OF HIGHWAYS �Y 1Ls /� DARE COUNTY , A DENOTES FILL IN WETLANDS PROJECT:8.T051401 (R-2551 A&E%) US 64/264 FROM US 264 TO WEST IOm 0 20m / / „ DENOTES TEMPORARY OF NC 345 EAST OF MANTEO // //////// IMPACTS TO iililmlipimmolmo SCALE f//// // / SURFACE WATERS SHEET Iq OF 6 1 QE:1. CA/q1 t J l 46.00 PROPOSED STRUCTURE 47.00 48.00 :1 9 `' % //> sorJ1-Enl ',I) ////// P�c.c.C-tom s 7.2 BRUCE SPANS OPEN WATER J FROM STA.46+00 -L- REV TO 1 r? rz STA.17+00111 C.SdU�d) w N. C. DEPT.OF SPORTATION VIEW PLAN R DIVISION OF HIGHWAYS l� �Y 1� W� DARE COUNTY . j//////// DENOTES FILL IN WETLANDS PROJECT:8.TO51-001 (R-2551 A&ID US 64/264 FROM US 26-0 TO WEST OM 0 20m /7"""" '"; DENOTES TEMPORARY OF NC 345 EAST OF MANTEO ISCALE .////// // SURFACE WATERS SHEET U OF 81 PEA 9/11 • • r \ i‘ . J � \ kt BF-I Dc1� >pS 0 TEA)Po CALY � L ' W xic Of til wA1 (=2c�� �u1_c�.1 4U*00 to WIi0o —L- IZEJ, 11.Acc-,t. • /\/.,/ / / i/ i\ / i i 0 , y r i 0 7",.}• la Site VIL CITG ---" ;4 I. Couttlel) � -n ON -, 4oawdAry N. C. DEPT.OF TRANSPORTATION PLAN VIEW DIVISION OF HIGHWAYS DARE COUNTY ,CE,.'c;r�s P[IOJECT:8.T051401 (R-2551A B) / / / / /�TEMFoc c ��1LL�U DENOTES FILL IN WETLANDS i ' / ''r-��T° US 64 - 264 FROM US 264 TO WEST // SuCFG:E lOm0 20m `^'`'E`S I '' • •i• • INDENOTES EXCAVATION OF NC 345 EAST OF MANTE i 1 SCALE �•�•��•�•• IN WETLANDS i� SHEET 0 1 OF Si i 0 00 - N 1 O uIRSR 1 al U -I) 11 `IRSM OIRSM e.• 1 U l-.V... r....1:I T_,( E c4 U1 N , %. IIIRSN /\ * 41RSM 1 .�_ . ..... l 1 1 \411 y uIRSN 1 J '` �, is y Z ——— ——— ——— 11——— .-4:v. ` „; •• 1 I C.7`/ . • S : Es/um/Are. ShoteAt /3o0.u�ry N. C. DEPT.OF TRANSPORTATION PLAN VIEW DIVISION OF HIGHWAY S DARE COUNTY PROJECT:8.T051401 (R-2551A & `ID DENOTES FILL IN WETLANDS US 64 - 264 FROM US 264 TO WEST IG'M 0 20m �����1����4 DENOTES EXCAVATION OF NC 345 EAST OF MANTEO SCALE LA....�•J�S IN WETLANDS SHEET 2Z OF 8-? to to N N N N o S ~ O tn N JITE • al \� 11 G la a---- 412.40• 1 49'N'S t'M O 1. -N- Y.R 7 X Y.rekAR3�anr_Y X X L y �. v /moos r r o T�n.l r� F (. / x s_ cr r1. fi / Y x .1, 1\tl )c .1(+% xtxx lYx •• x Y _)y_ 1 t 1 I r v �� r u.RSH I Y !Y I i 1 II 17 N 1 ,>'a � 1- — \__ -L-REV I. l I • y I y • r Ir. I _ 1: MOODS i t • u.asN �4: i is =., 9 \O 1 Erut'oEP.�< 1 tlt.,l�. Itl.,e,l. �I o --^ d '—. `,I\FFv:, Z 2' f 23,n h_tt U R• oe, c c; We. 5.A!!.0 AM<,t.tlfl t)F ?6_P , �s; Ed-uAr��ve SvreG.�-� �' . 8co 11.9/y N. C. DEPT.OF TRANSPORTATION PLA VIEW OF HIGHWAYS DARE COUNTY'pE�ure W:Zz3 PROJECT:S.T051401 (R-2551A & 11)xxxx -4XIIEtj"Ctl" DENOTES FILL IN WETLANDSI �Y X ,( X 1,1E1 it US 6-I - 264 FROM US 264 TO WEST . NEf�lI►vs /Om 0 20m YICI • SCALE '����• I DENOTES EXCAVATION OF NC 545 EAST OFDl.a►N EO •••••♦•♦•`�♦ ♦ Al IN WETLANDS • SHEET 2 3 O1' el • [cj u, ui N N . .. N • ) \ _ (ID) 0 .11 T i X xx y K Y 1 �. f X �' 1.) 0 0 \� X TFj.iF2,l:n17 y Y. t . Iy 4, x HA tit._ 1is.., y v Xt. , '• v tl Ii. I. X 1 x i 4 4 * . �- -REV Y.nsw 1•. I y,I N 53) 43b"�:E 4 i -2_ � is w000$ J Y.a$/1 • i t J * O , SCt IF it,t•'1,1•'1.1. 1 \\Mk_ C 1l1, 1.,n1 os C44, CD n `1aceT : �3 { �?A t; t;, 11. 1, 1. op c 1-17 ?6 `� 1h�1111' I: -VI V,IrTL/�FII�`�. 1i V • • N. C. DEPT.OF TRANSPORTATION PLAN VIEW DIVISION OF HIGHWAYS DARE COUNTY . ,� ENates PROJECT:8.T05I401 (R-2551.A & B)` x XY x ><. �F Duf'oRaR 1 � DENOTES FILL IN WETLANDS A X nx x KIu- 1,1 US 64 - 264 FROM US 264 TO WEST ti.1Ert.nrtriS /OM t ' 10 20m • ••• DENOTES EXCAVATION• OF NC 345 EASTOI bI.9 NTEO I. SC PLC �•••��•••♦•♦• [N NETLANDS ■�R SHEET 23A OF f31 • , �p- N I SIZE / A 1 --1,Eir A C.)11•C i :\____________ ti ? a -;,11 .--- -. X- -- J. F r. F x.r rJ.r 1. '� rNn„_�r��s�u r '['�� _i 1:1 ..:), rI.—-- —— wocos MKI 1 oos' 1 I I I ,I I `1 1 ► 43.6'E ti =I MOM '7` of 41 I t ---1 ■000s i r•^' u�nS�� I tbs` e 3 i i 3: MOODS —•� -1 1 - c u as. I .-le r`n Vuh'111,-:! 1111..1,� 1 fu.!. 1 "f is i z 4— `_.I•4i=F 1.. Zil `k :mil. 1,.Ic ll f'_ .T?1c t i �r.; Cr 844 1 4 o -) I os N. C. DEPT.OF TRANSPORTATION PLAN VIE DIVISION OF HIGF1Vra 11`S VIE DARE COUNTY I 1E; PROJECT:8.T051401 (R ?551A & �)US £4XX X'IX.X X X� x ITY1:141'?1°D Q^I�'tf �j//�� DENOTES SILL [N WETLANDSLANDS - 264 FRONT US 264 '1'0 WEST / /Om 0 OF NC 345 EAST OF IIANIT 20m r.i"�•�♦ DENOTES fi7�C:1VA.TION SCALE &..A...••1/ IN wETLA_NDs SHEET 2'1 OF g, 2Eki qfrILLJ 1 1; tslt. \. - ,;I I . , S\T, ffA i i is ! ' ;_ ....1 / i, i` l'0o fi'4gimk illaMsi‘l0!. ft x MIA.IIII M\ 1. " . l , HAui.lzoflli1it /` /' " `- x r %_ Q x f x f 1 . r • j f '/ 1 1 4 1111111111111WallaINIMIlltr 4. 43b'E --1 I, 0 1.aim , J 3 i 1 .000s , 'T _ ` • l ` _ i IJ- :'..Illt1'. i .i ?At. \rIr .ic '0. is 1 O J, :c> lb 1nIE1t,••,I /� t 80(Jr{r Bps. ...._ . . N. C. DEPT.OF TRANSPORTATION VIEW PLAN W DIVISION OF HIGHWAYS l�• 1 lU DARE COUNTY DEn\oSFb PROJECT:8.T051401 (R ?551 A & II)I X ` Itel.Ailne.r_el , v //. ./ n1:No 1 rs r1i.1. 1N n r.rL.�Nns US 6.4 2G4 FROM US 2()4 TO \VIiS"( r ~ X �IEt�N\t7'� OF NC 3-05 EAST OF M.�.N"1'Is�� IOm • 0 20m ,�+ T.1 DENOTES EXCAVATION � ,-�I�� SCALE.. ;��.1�Joa4 IN NETLANDS Lars---J SHEET 2i1A OF Si gG-\I 1 i 1 STORMWATER DETENTION BASIN LIMITS OF SIm.sT _ MECHANIZED \ 0 0 0 i CLEARING s,..... \, TEMPORARY DETENTION e.s■, °, EwDn.n.rEs\ t PL HAUL ROAD zap .7 7874• > ''. ( 109 ---,..—.-.___:,-,ft----.. i.f L W \ I 180m UNIFORM TAPER 0. W J �ir•. . - -1 - -1\ .6 . <\ y-E E E E E \ E E E i E E E E E t \ RUE.WO.'EN WIRE FENCE . J ----- — ---- ----1 4/1r7. fi + • V v ''').., 7_. r. ..: ; .- " 1- Cs.)t j %---r---------- V- \\ \ � _-_-\ q.r��•i-43Fi-E- - - -- - - �� Q —(,f�E VI W i —J ``\ - - W Z it , , ` \ ....� a- � Z CD J \ 0 NI \`\` \EI i-r _ ram— - — — — J 9- t_l „ILF- --. --- — Ai — — — — — —.--\'\---\—, — .7_-__- '. .-- --7.--- --.. i \\ \ \ PROP.WOVEN WIRE FENCE \ i PTt,rt -00 1'4 1I , LIMITS OF T t x`', MECHANIZED N. C. DEPT.OF TRANSPORTATION CLEARING PLAN VIEW DIVISION OF HIGHWAYS PLAN �l 1L DARE COUNTY \.\\\\\\.\\. jj� DENOTES FILL IN WETLANDS 1' DENOTES MECHANIZED ROJECT:8.T051-001 (R-25.51 Att:10 `\"""""� CLEARING IN WETLANDS US 64/26-0 FROM US 26-0 TO WEST /Om 0 20m DENOTES • ` \ DENOTES FILL IN OF NC 345 EAST OF MANTEO l (_� SCALE . . . ■ . „ . :,TEMPORARY FILL\��\ SURFACE WATERS le IN WETLANDS \� / SHEET 2 OF E3 QE�) q r I � / /,.,;.? ko O5 / - Cl) / �, f✓ 1 \kikl N llralt, or / Mr'r ILL LN7E 1 / / r� p" PROP.WWEN WIRE FENCE-V / Ct,uf Dfl 1^ ���/!!! -E E E E E -) E 24m 78E74 E E E \ EE7E , ;/F E 'E�,f� E C _, 77,,_,, s \ \\cs .\\ \ ‘ \\ ,, s ,\ \\ \ s , s , .,IFF,,. •, • ,• •:-/,_,\-)-=-s.,--\-77. • • 1___,// / /--- —7- ' / '' 8 AbrAwramw-AyourivAwimarrar.........xerintrAmirapi.....4u2,3,_____.... / .....,..r._/ , Axr,..w_,_,___/' •:::',:i• .411.....r.......,/' sow, , .•)#0 -a or Air AffejlerrAOlierArAtitel‘PA r ft" 9 0./A 1,5'.3* 'IA AEI/ // " ,, / / . / / - A r_ A f ii--,,,r4v/Apt. pzi,ir 2-daiMr1M01111AMI r jvirAdifffirefire ; At ' 4 /// / /..�////all i.47 li �r o ..._\_: _., ff" // / \� /_ �'Lr/ _ , ,, cs .,_,.. ,. --z.„ , ,„ ,.....„,.. . . . _,s _,..._„...) --b..E PROP.WWEN WIRE ENCE V ` C)F- 0 -r riEc 1niI„(r: =r1 t2 04 '.lt L:%.1L �� J _ ZQ 202.787 0 -/1.1-C7 , �V Si -K-E-e s: ES loAri AJ e /efi•�e N. C. DEPT.OF TRANSPORTATION PLAN VIEW DIVISION OF HIGHWAYS �l DARE COUNTY • \\\ \ \ \ \. DEn10're5 �//� PROJECT:8.T051401 (R-2551 A&B) I;\\`\ \ \\�In FiN p r^E� / DENOTES FILL IN WETLANDS \\• • \ \ ` ,,.lEn.n. s US 64 - 264 FROM US 264 TO WEST IOm 0 20m DENOTES FILL OF NC 3-05 EAST OF MAI\ITEO �q� I SCALE ' 'X IN SURFACE WATERS SHEET as' OF Pi-1 e'F1/4) G/Q1 i 5 Zr. -1) - N •2 I • r ' I fir' p499& 7874 24m7874 E — � [ •16162 ,.1( PROP.WO✓E� W E FE - - �c4s•s4,. 24m.78.74 -�" . � p. -8 E---E— E E — •ti~ s ` 11 d = +���• ' �� • -- - - - -- I ' / ME lu in' 'g. � i � I ` ' 8 trown..Tat.....r.mi ire 1 pppriiji r/ 4 i 8 --7 . , CZ co ' l30 �/� MN j'1-) Aer Air" /� 7 i/4s f._ _ _2. e v 1 `_ T♦ ♦` ♦ i 1 _ - _ ` _ F F La VI PROP.wO,EN (RE FENCE 1 ,-) or •16162 /2 f LIMIT - ta.E:C Ot.,1,:'ry 1 24m.7874 7 r..l`A.G.., 1(, 52162 .73 24m.7874' to W Fs : Es-lvA � e/rue Roo/ill/ Y S i i E 7 N. C. DEPT.OF TRANSPORTATION Jr AN VIEW DIVISION OF HIGHWAYS C` l� DARE COUNTY DEAofES PROJECT:8.T051-001 (R-2551 A&Il) r•` ` \�`N mE NAN,ZEO DENOTES FR.L [N WETLANDS`.�� ��♦ `Iwtn�nlc; US G4 - 26-0 FROM US 2G-0 TO WEST lOm 0 20m DENOTES FILL OF NC 345 EAST OF MANTEO SCALE- X x ' IN SURFACE WATERS SHEET 21 OF PF 1 CEO C11q-1 • \ t1 \• �r� i Oao ' (� \\ ® ° N� O \ ` ROCK O fHN e8. q •Y3RLllt OF ROCANKUENT M , T\ 40 BJ6) ,ve,r Ex R e --- Mac IIai0E--Fr> •20 -' \\ 110m.'8.4' c 21/Hc EN( E W r •37800 Ir PROP.R\W 85J3+ • M 2917874' PROP.wOVEN WIRE FENCE \ PRBP.R�W Q4 787s +, ciki itim is 7 EN BEG.FENCE �- -rr i ° / d i FENCE ACCE POINT r - f\ \\ n Y0 P - a r , /‘7 , A,t, . oleo ,A).--_. - 0*8. 11-1 4,1•112prAMWIMM,AINI....1•01....7111IAMIIMNIIIIIIMWaNww,.. .....7m;01r........... ..4....0.144. . A . ..._ „ 4",,,,,,xliwo....,"11. ..... r �ji� Air ) h/7407" A.ffev AM, A 4147.71: ,ilirairPAV - <kV i'l illprff...v.nnz,..,....,,..„,......r..........................„,...,.... 4 a 4 itt 4 �� • J T 18. Iii n �1 - • (601 3880624m78. r u r•n o: / - WM01 d _� 7C7 ,Eli ACCESS POINT '^eI \it i1 -�> BEG.FENCE (� • CLE GI ,r I r < 7 END-20 �2 0pROP11 .WO✓EN WIRE FEACC-- ., _ 900mm /� 1 I '• ll Q♦ -) 24m.FENCEN Ci0 FggN A. ; Aluminum Type 2 9651/ _ �l • De 77 O(PS,ER 24m.787q P 9)�PG H C0C . ,22 EIS �/.11e V N. C. DEPT.OF TRANSPORTATION PLAN VIEW DIVISION OF HIGHWAYS -�, ®� DARE COUNTY -DITF= �1 ♦�— -7-��nEtIcxE PROJECT.8.T051-001 (R-2551 At3&I%) ♦♦ ,♦ ♦♦ ♦♦mEcub..uten j/�/� DENOTES FILL IN WETLANDS �.♦. •♦♦•♦ , wr-rLcNos US 64 - 264 FROM US 264 TO WES 10m 0 20m N s FILL OF NC 3-05 EAST OF MANTEO ISCALE IN SURFACE WATERS�f SHEET ZB OF €5-1 aFJ c1I(11 .. . . fr., ,,..... . o ,-. . ..\\ , 0 t., zsr ..... . . �" .\„ \ �= , ,.N, s, WDU COHSIRUC�bM OO C 4Y \ \ � J�A/ES P4TRICK TOaIN � 0 E ,\ • tr \ '1 DB 1039,PG 699 �c,Vt' 17J �SS\ '� \ :4411111111„ o.nRw+c Wr watt. 9 rnvST Rya Ov 600 Off'O' \,•_ \ \\ ‹\�� C a� O 7 X \ t'.4 Lima 41111111&\2,- i F .• • \ ° •31.- Nall:11)7‘ .11 *----ligizo,,. "? til O '+,' • ( '� LIitIT� or J J 1 I MCC 111 111�F —0-- or... Z v ,r> — =7 ltpt ull-i v —1 u o ,,. , \ ,, t- " ./.7 -\\I '` 1 c-.. :7- I ° • .1' NC Po k o 'ti. � � ITER � y ti''i^ V 4pI3 41,PG 406 \\ \ \ ° \f c2--I,\k\ ‘3 '-'\---k-, / ' ,OO 0e LPN r^'. N. C. DEPT.OF TRANSPORTATION PLAN VIEW DIVISION OF HIGHWAYS DARE COUNTY .E$t-1-, PROJECT:B.'f051401 (R-2551•°+ ll) \\\ \\ \ \ .t . �� DENOTES FILL IN «CTLANDS \ • • • . \\ \ \.,:, ,,:, , US 64 - 2G4 FROM US 261 TO WEST /0m 0 . 20m- i ; 4���'� DENOTES EXCAVATION OF NC 345 EAST OF MANTL'O SCALE L E�.�.�.�� • • • �� I ♦♦ i IN WETLANDS • SHEET 29 OF Si 1 • • \ _ \1 . • 4 M kopn L? � 1 ,, +1 o 00 0 0 Ooc4o 0 0 RUSSEIC�E.TM�ORD 0 -� ►) 0 0 .G• 0 0 DB 3t9.PG 83T 0 , 00 0. © © 0000 O ^ �DO DB 35.PG51T © 0 ' Oo 8 0 0 SHEPHERD NATHAN.iRUSTEE 0 0 0 DB TIT,PG 508 0 0 0 0 0 O g 0,4 0 0 0 0 0 ,� 0 0 0 0 © 0 0 0 8 o t',, • 0 ', uu, 0 0 0 0_ OO A . , (., 0 , tv___,,,,,I.0—ftem v. v. .1 --.c.12.-vi . A O _ _ter -�_ ,,• 500 w 1- O - V _.. _- .i•coo w6 = tU n �U ?rig fau I�u 1 —I TT ul n -A I, 0 7 rEti,*min 7 F •_s.rz�{z=r-,rZ.Ir,:.�LICLu.-Lr�ur-4Z2'--rr�_ ••• _K. -a w �J Q GKrK 4,■ ....�� I. .. .-•— n N. C. DEPT.OF TRANSPORTATION S1rE PLAN VIEW DIVISION OF HIGHWAYS • DARE COUNTY i PROJECT:8.T051401 (R-2551.A St II) /4 DENOTES FILL IN WETLANDS US 64 - 264 FROM US 264 TO WEST IOm - 0 20m DENOTES EXCAVATION OF NC 345 EAST OF MANTEO LV SCALE • .� � IN WETLANDS • SHEET OF o' • Pc01.7c2..4-I7 -L- T' ,v. Col rzc\,=E u 4-- q ' � may. -o,�"/o9% - 0 + o. .. - - - - - - - - 4 \--OA,. A L-0.-5(-, ct. -9 1lecLAIir: L,,�ri. - 1 i rn ON — . iT} I I I I I IIIov I I I I %ZI oo J lo�oo (005• • N. C. pEP1'.OF TRANSPORTATION �j l�'e 1 P11� O IL E DIVISION OF HIGHWAYS PROFILE 1 DARE COUNTY PROJECT:8.T051-001 (R-2551A & B) OM 0 2 0 m •i iii { HORIZONTAL SCALE . Krcce 4 DENOTES FILL IN US 6-0 - 264 FROM US 2G-0 TO WEST A� •�•— - SURFACE WATERS OF NC 345 EAST OF MANTEO 2m 0 4m /// ., VERTICAL SCALE /�/�j�`/ DENOTES FILL IN WETLANDS el • • • Pr�FL.) 17 -L- T EV. i al t•t_E • _--- ----- - --- - - - -- -- - -- -- - .�11�1 5�9� 1L11 1_/_ 11.14/_ /LL111.7/111 -2-- 0 I. C-, Al co r•! • T ri (. 1 I I I I I I • I I • I. 1.1i Uc� ;; SOU 1)w "• N. C. DEPT.OF TRANSPORTATION lte ' PROFILE, DIVISION OF HIGHWAYS DARE COUNTY lOm 0 20m PROJECT:8.T051401 (R-25S1A & B) HORIZONTAL SCALE Fj'VW DENOTES FILL IN.1Q gm � US 64 - 264 FROM US 264 TO WEST 4g*. �••,4•�� SURFACE WATERS � ���� OF NC 345 EAST OF MANTEO 2m 0 4m �, VERTICAL SCALE / /1 DENOTES FILL IN WETLANDS .� "�' / /! SHEET 32- OF al • ►error=v�(t� - L- Crs) L--16 mil- - 4 _ o ?'/C4% t U.Cv100%• 0 �11�/_�Li zfJ_ri��z � i LL11/ lJ1!!LLl11/� _4I�1�11�_/�_/»`l�1J1�/ — r, • riC-, /N.L or1C yl r 7.1 141(Y) If,tUU N. C. DEPT.OF TRAI•ISPORTA"LION e ' �f7�j� OIFI LE DIVISION O1� HIGHWAYS L,lam DARE COUNTY • PROJECT:8.T051-0O1 (R-2551A & B) 10m 0 20m ����y�� DENOTESFILLIN US 64 - 264 FROM US 2G4 TO WEST HORIZONTAL SCALE �v.vv��� � *AA�iSA SURFACEWATERS OF NC 345 EAST OF MANTEO 2m 0 4m VERTICAL SCALE � DENOTES FELL IN WETLANDS �,� l SHEET 33 OF g7 • j3vFc5(,7 -L- ay. aL.t\_F D 0 r ,, (-, W , U1 ls1s, ��r�L111�� D 1 CD CD O . I r,-r rn 9 NI en AtLAC-, Ct. rn n 5 :p --=q I I I I I I I I I I I I . `UiUU 1�14-00 164 0 — 700 Sel)• N. C. DEPT.OF TRANSPORTATION 5 t t� ®����, DIVISION OF HIGHWAYS DARE COUNTY /Om 0 20m PROJECT:8.T051-0O1. (R-25S1A & `B) HORIZONTAL SCALE ov•'v•v'g4vi DENOTES FILL IN US 64 - 264 FROM US 264 TO WEST } �AA� ,�+k SURFACE WATERS OF NC 345 EAST OF MANTEO 2m 0 4m I ' ; // I VERTICAL SCALE �/�� DENOTES FILL IN WETLANDS a� / / SHEET 34_ OF 5l--- • • l?oi-c'.Ft7 -L- rLJ. --1t-t•r-F_ _ .• J L., J/ L1.111I1111.1!z/_/�/_/�/_/11 _ L11_✓1_ _/- 1_/_ 1Y 1Y L•�✓_l1_L�Z111 v 0 0 r, a, LI G-, ALUM(-, °t 4 . C,� i • I I I---- I I I I I I I r- .I CZ),oo \12° UPC> N. C. DEPT.OF TRANSPORTATION S l 1-. I PROFILE DIVISION OF HIGHWAYS DARE COUNTY IOm 0 20m PROJECT:8.T051401 (R-2551A & [4) HORIZONTAL SCALE ;v•;•v 1 DENOTES FILL IN US 6.4 - 264 FROM US 264 TO WEST !*te .�4►� SURFACE WATERS OF NC 345 EAST OF MANTEO 2m 0 4m VERTICAL SCALE / � DENOTES FILL IN WETLANDS SHEET 35_ OF S I proTC�c 77 .L- L_cv. 2W t..LL . • 9 -- .l tJ J 01:in'L - C.-/L9_% - a,/,:9z% 1-0.5isuil% O _Z 1_/_ 11 _ L1 J,/_ _ - z 1 1_i J_7_7l 1J_ I1=2 1_ L 1 - - _/ -/ .. �. ..-- 0 0 'j ^1r tJV'1 Al-00C-1 ti 661 , J • -1 -rI o% rn eo+oo t h oo 1(t90 14.Vb' N. C. DEPT.OF TRANSPORTATION . SITe I PROFILE DIVISION OF HIGHWAYS DARE COUNTY /Dm 0 20m PROJECT:8.T051401 (R-2551A & B) HORIZONTAL SCALE ������� O DENOTES FILL IN US 64 - 264 FROM US 264 TO WEST ;!�.�.��.�•� SURFACE WATERS OF NC 345 EAST OF MANTEO 2m 0 4m �- VERTICAL SCALE ��%j;!/// DENOTES FILL IN WETLANDS SHEET 31--P OF 81 4 t o.3,LA4% _ l 1C Q ^rT �1C, /�oti1� , . i —=4 I I I I I TI I I I I `�}co Q LZ oU t 3rov •' `� 300 Il�p5 N. C. DEI'T.OF TRANSPORTATION l�e PROFILE DIVISION OF HIGHWAYS DARE COUNTY /Om 0 2 0 m PROJECT:8.T051401 (R-2551A & II) { HORIZONTAL SCALE ►NO'9;19 DENOTES FILL IN US 641 - 264 FROM US 264 TO NEST V.4.e.. .�� SURFACE WATERS OF NC 345 EAST OF MANTEO 2m 0 4m -61-� VERTICAL SCALE //y/�� DENOTES FILL IN WETLANDS SHEET 31_ OF el • Rf ,i.,-..p —L• I:—Ev. c.,s / i_r r AA u l�, J 4 0.,:x /.i --O.4II.;.:: _T o ��/ / /l //J/1111-1-Y-/�-Ci 4 V.--Z_ZZ-ZZ/Z/Z_ __/./_ 1Z1Z �� . . t.:".-1 Ai_ t.l U, . . r (_.o mil" WERA,,,c, Li LA IT C� --9 • I I I I I I I I I I r • ^1 iCJD r5t;iJ r• 1q0 S PeiuCeR ((P('° N. C. DEPT.OF TRANSPORTATION 1 � lTe PROFILE Cw'eeK DIVISION OF HIGHWAYS • DARE COUNTY /Om 0 20m PROJECT:8.T051401 (R-2551A & I3) HORIZONTAL SCALE KXX ' DENOTES FILL IN US 64 - 264 FROM US 264 TO WEST ` ( C SURFACE WATERS OF NC 345 EAST OF MANTEO 2m 0 4m Lit Id VERTICAL SCALE J// / DENOTES FILL IN WETLANDS SHEET 36 OF 81 rl . Iii ci PA Y J 14 U. it �.,1, ,=1`./ :."0 - G. L//31, A , i , _ - I i I .,. ....,• ,,, 'l i I ,.0.,. .. I 1 I/ `,• I I nl\J., c L,=-1 - 0.'..tM' I "I / sire S1-'C,,.IceC. CrEFk— ,:b i'co,,,,_k--,, ram_I,,..:..F,G. - 4 I'erAIL OF .-Et.:,11.(IC. 11::'_el-t.Lt. Ei1cr.Ii o C, i1U 4 to z +�;o L.,a ry 4 :70 PROFILE N. C. DEPT.Of TRANSPORTATION DIVISION OF HIGHWAYS 5m 0 /0111Li 1;1 ENOTES FILL DARE COUNTY d I HORIZONTAL SCALE //��// IDN WETLANDS • PROJECT:8.T051-001 (R-2551 A&IZ) ������ DENOTES FILL US 64 - 264 FROM US 264 TO WEST Im 0 2m •������SS IN SURFACE WATERS OF NC 3-05 EAST' OF MANTEO u=��� VERTICAL SCALE SHEET 36A OF Y,.1 a5v. `l/c-1i 0 i 41 r J - ...-4 i J -O..7Z. x ro•2Z Z1�1/1��/11Z1Z/_. ////- /-//_//1��J — 11�1_2/_ loll/ - - - - - • 0 ri ,n L, is. ti !.:. _q J -9 - o • • C-) 7y II ---- I I I I I .1 o I I I I �1 �[�rO 0 C 1100 N. C. DEPT.OF TRANSPORTATION • t ��- PROFILlE DIVISION OF HIGHIUAI'S DARE COUNTY IOm 0 20m PROJECT:8.T0S1-001 (R-2551A & II) HORIZONTAL SCALE r�����������v� DENOTES FILL IN US 64 - 264 FROM US 264 TO • WEST 1#4 • ,.��*.At SURFACE WATERS OF NC 345 EAST OF MANTEO 2m 0 4m- ��L \'ERTICAL SCALE x A DENOTES FILL IN WETLANDS ri allaumilliimmilli, / SHEET 39 OF Si :; .. • 7CoPos6r. -L- "c-v• G7vAr=r 3 P o 'to 4 J U.O- _^.olo -O.UZILP /1�.�111/-zz/ZZ/Z/Z2JY / ///J/ /////11 //1////// O --- o_ a J °J h /�i.-c�,_)h 1 W r- ^ r ' C`• L� _..---- % I I I I I I I I I I I 110'2 ? N. C. DEPT.OF TRANSPORTATION sI I PROFILE DIVISION OF HIGHWAYS DARE COUNTY PROJECT:8.T051401 (R-25S1A 8: ID IOm 0 20m o HORIZONTAL SCALE C���P��i�i' DENOTES FILL IN US 6.4 - 264 FROM US 264 TO WEST A�.. ��f SURFACE WATERS OF NC 345 EAST OF b1ANTL' 2m 0 4m / immiemmuzintVERTICAL SCALE j/ / DENOTES FILL IN WETLANDS SHEET L1Z� OF g7 - -- Pc>:F.r: -L- r F.1. C—, n_,_F q _. ._4_ \i '...' - a o:/L,/o r 00,067. -Y//7/!11_//11_Z_!/lam//�_/_-_ /1_//7//_ ///1_ Ly/_// Z/_ 1 . 0 . / kl c,-, A 1w 1 h 4 - -- I I I I I I I I I I I __-- J_4 03 Jo+ :O II �Ivo Zwv N. C. DEPT.OF TRANSPORTATION GIT�° � ��ll1L� , DIVISION OF HIGHWAYS DARE COUNTY IOm 0 20m . PROJECT:8.T051401 (R-2551A & B) HORIZONTAL SCALE DENOTES FILL IN US 64 - 264 FROM US 264 TO WEST SURFACE WATERS OF NC 345 EAST OF NMANTEO 2m 0 4m _ u i VERTICAL SCALE j � DENOTES FILL IN WETLANDS 'SHEET �I " -4 1 OF Si f • 'P .,,.o -L- n". ,rZ- ` . o U -. 'fi 4 ° m -_ , o • • _p.p21is% Ap W -o.pz./EU7: '- L _!_ LJ !_/_/1L J1_ L Q 11L 1_7'/_L L1J J- .D- 0 -4_ • as ---- - ; I I I I T T,I o I I I I }I oo ii - - ,� O 2'3 w u4(7U N. C. DEPT.OF TRANSPORTATION el t'e ) PROFILE E DIVISION OF HIGI-I11'AYS DARE COUNTY PROJECT:8.TOS1401 (R-2S51A & B) IOin 0 20m • -V-�e.o,..� HORIZONTAL SCALE ♦��♦ DENOTES FILL IN US 64 - 264 FROM US 264 TO WEST s -- *. SURFACE WATERS OF NC 345 EAST OF MANTEO 2rn 0 4m kigiamszaczawag VERTICAL SCALE DENOTES FILL N WETLA.'DS qZ OF f3-I __ SHEET _-- IE11( i.lr) LW, It aorb-ED -L• CEJ• C-)c.�c.-F O. Zo3/�e -- - - - - --- - - - - -- - - - - - •O----- us "4 j Ct. NV:" A Lc)t,1L -q o ---q-- c-) --1 .) • --• ---- I I I I I I I I I I 35roo ��I s...e too ::: . ' 3l1.oo e�-J . 2 ' N. C. DEPT.OF TRANSPORTATION 1 I PROFILE DIVISION OF HIGHWAYS DARE COUNTY PROJECT:8.T051a01 (R-2551A. & B) lOm 0 20m • I��L""��.i HORIZONTAL SCALE DENOTFSFILLIN US 64 - 26-4 FROM US 264 TO WEST k���' � � Y: SURFACE WATERS OF NC 345 EAST OF NI.ANTEO 2m 0 4m LctLoweaminn VERTICAL SCALE K//�A DENOTES FILL 1N WETLANDS SHEET 13 OF 8_ lJC•0rb2,6o -L- " g J, G2t..i�E QD 4 - J e w U,5'[r` `'/ C.)J n c-+ ALo�IC-, e I I I I 1 I I I I .1 .__ 3lv#Oo 3-1+ov 2-1(20 Zro N. C. DEPT.OF TRANSPORTATION PROFILE DIVISION OF HIGHWAYS • DARE COUNTY PROJECT:8.T051a01 (R-2SS1A & I ) IGm 0 20m 1 ' HORIZONTAL SCALE ' ., DENOTES FILL IN US 6�4 - 264 FROM US 264 TO WEST ' SURFACE WATERS OF NC 3-45 EAST OF MANTEO 2in 0 4m VERTICAL SCALE �� DENOTES FILL IN WETLANDS �_ur-NI— • SHEET 114. OF al . . . ": .. .•:;f.::..•:`... • •''''',7:?.':..` ' • ' . . . . . . • . Al.. .::::'..,.. . , .: : -;:iYir.• '•,...' .. • • '.. , .. . • . . • . • • . •. . . , •'.. . . • , .. E5 B -k..- ac--q. (---'12--b•C- Vie:ILK1(,1C) 1,....1i,k% VII„1"/ 76:52e, ./.. a ,f•0 i 4:1 Y. _L._ _ / "- - ...._' - - — - _/ _ _/_. Z_z_'... L.- - _•._./ C_) .._ — 0 0 :!:13 ,:!--4 • -1--)go ILE or . NIL-% A L.r.tA(-• et_ 1-E. 11 1^,ut... ef.,,) . . ------ . I 1 i I . I i I 1 . I I I I . I .,..,. . - . 434 0 0 k — tei 09 30cro . PROFILE i. C.DDI\EriPsTio.OF OF HIGHWAYS DARE COUNTY . : lOm 0 20m • PROJECT:8.T051401 (R-2551A & B) bil- 1 HORIZONTAL SCALE DENOTES FILL IN US 641 - 264 FROM US 26-4 TO WEST 2m 0 4m ..' SURFP.CE WATERS OF NC 345 EAST OF MANT EU LuQd,i7am .l VERTICAL SCALE 17/71 DENOTES FILL IN WETLANDS SHEET 45 OF EY] i9-NENJ 9 j°11 • • - _ • -L- Ti_.. , C-(.)1,146.111orlAl✓-1> ,104 i f oi=o•-ED (a.nCE. v 6 p, Q .9 --CJ- N 4 —y • �'►r_,..)' ICE of -'--- �l 1�(-cir-iY MlIW•U.23f3 Z:1 W�1-I1�C1F7F'-----------------._ _ • /E p.�^Pi Ml� 11 X X X X i X X ' 7 _ — — - - — - - - t - _� 1 -� 1 REF^1-1 1 C7 1 IC_o;1LE a '(� 1 (EµPuIL'/ nlh AWeI(, TE1.1fo1=r•1=y 11 Slle Jsi- T-r us-_.E c� 1 Irlc l. I;�vt,Rno �JEnno r_v,I. \,� f f- i Lv.•1T .0 i7 __ _ Sti-e ar S (1,7 .4�4,, 3100 3 , N. C. DEPT.OF TRANSPORTATION • PROFILE • DIVISION OF HIGHWAYS `Aq, 'I, trlolE Ilpoc �'( DARE COUNTY lOm 0 20m .x� X�Y, 'is "'_ ,:,1 \'I`ii.Arl�y PROJECT:8.T051-001 IR-2S51A & II). o HORIZONTAL SCALE US 64 - 264 FROM US 264 TO WEST X � DENOTES FILL 1N SURFACE WATERS OF NC 345 EAST OF MANTEO 2m 0 4m - L ►�smicammicalgo VERTICAL SCALE 7 /� DENOTES FILL 1N WETLANDS _11_ _Dr "SHEET -1IP_ OF 8.1 • -- Irv. CO3JVcA_1I101..)A(_ DELI(-,p,! • • TEA P pr.-oFo�ED (-,C.t.•--6 eLaRGFi a 4 4 - 4 /Low co 'HiI"li xi,fc f IkiU A.1.(Y bpp I�LI4I b'J•L'8 �IO�'r- 1',ilGh� 1.4 n1L., nLU.IL I 1r-GUP%;�_i."1, 1-_r IA S % TA. . I I . I • I I . I " lI I . I :c-1 '1 [hi 00 e1 Gs(1 r'°T fi b t_ 1 :GCie J N. C. DEPT.OF TRANSPORTATION PROFILE DIVISION OF HIGHWAYS DARE COUNTY +''i'i',,'/ 1✓♦ ,1'.:1 _.4.., l6 A"11'U f.C.T:_Y r . zi .lI.)c-IL1L �'� SuCr�_cc �li1LcS PROJECT:8.T051,101 (R-2551A & II) Om 0 20m "-'' ' '' foommomi HORIZONTAL SCALE ►P.''; DENOTES FILL IN US 64 - 264 FROM US 26-0 TO WEST V.A,-��SI SURFACE WATERS OF NC 3-05 EAST OF I+MANTEO 2m 0 4m IIj� VERTICAL SCALE // �j DENOTES FILL IN WETLANDS I.� SHEET 41_ OF 8l • i..- ¶C'J. C...0,NE.r.\j\ear\/•L• Ii)E._\c•, l _..— PG01=i.)':.ti% L'6 Ll-G 8 a tay.I c'1=r>cn (nu.lro.l:a MHw 15==° /". (.> .,1 \—\. P 1 1 r I 1 1 1 1 1 1 1 1 C l It ' 1 1 1 I CT• 1 ' A�o..,-, • �p.RGEs I I I «4 -- - ... ... _9 I I I I • 1 L av �� I5 401 co 4.1w' 3' L ) e �/ i-- N. C. UI;PT.4F TRANSPORTATION . t' _y_L� PROFILE _ DIVISION OF HIGHWAYS DARE COUNTY ,,/// // `�Er.\' � 1IAISC.h(.� //// / / / ,1-Ira.c.v. ra 5 .[c.C• \I/ 4.f-S PROJECT:S.TOS1a01 (R-2551A. & Tl): 10m 0 20m / /,,/ / US 64 - ��a FROM US ��a TO WEST tid bI HORIZONTAL SCALE ���." DENOTES FILL IN OF NC 345 EAST OF !+IANTIsO Si � •S S SURFACE WATERS 2m 0 4m 1 VERTICAL SCALE j//�//f DENOTES FILL IN WETLANDS SHEET 45 OF 6_7_ • • peCiPO-e0 �f�r'E . . . Zo ., 3,o�°/^ Zv - 15 15 ►o IOOVR Nw l'�V (( F . c.iJAl to V2 l4V 4 1.4U (per_ FE.aPI oo uw4O4 5 lFti2')2 Fe,wA1?• SoVr'_ u� Mu0 •o•z.9 - --- t.ti - g (r-Ee ILJJA' . � O r3v Roc�8 C) • . d — Au,i4, .. '' - ,-, I „I, I I Ti� T ii�� I I' :i v T �5 ' --— . 11 f 00 15'CO • S.(4-e Vr, N. C. DEPT.OF TRANSPORTATION PRIG FIIL1E4, DIVISION OF HIGHWAYS DARE COUNTY /Om 0 20m PROJECT:8.rose401 (R-2551A tc I3). • kf"' >�rmmmomi HORIZONTAL SCALE VV.'7j1 DENOTES FILL IN US 64 - 264 FRO1,1 US 264 TO WEST � • ,•A 2.5m 0 5m A7 � SURFACE WATERS OFNC 345 EASTOF AIANTEO UJ 1 VERTICAL SCALE j� DENOTES FILL. IN WETLANDS SHEET q� OF 61 // . • Vat,Po.56.0 Li VI IX • q� __ _ - - 'PVL STh.•"194ZZ.nuo _ •FJZ CLFV,c C5•?10 ty v a 15 a u w y r •, d 3 A rJAv\e, =LE a 3 �h A r.\ G la_ (fEL A� 7 \\.0 -'Lv Ir IPEc �EMhI \JLr is✓rt) r, �' 1LL Gj lPE4 Ge-t) t6 ...— __.. tS.On• 11t�t. laun:vllwc Ct_(eGe./•cE .1 . ifil.h.4 •N_"11. .12Ei 4 q Y 1 i O CO _ —� I c ._., t CI • At_0.-1C, Ct. ) ri = i -1 -1 fi-- ..!I! 'J?a00 60+00 N. C. DL'PT.OF TRANSPORTATION -L r cv, �or:..1-rlol,t.l- i�c�NL-tJ ��1r v-t PRO]f� �L�,�14' S l -fie Tr DIVISION OF HIGHWAYS DARE COUNTY IO;n 0 20m PROJECT:8.T051-001 (R-2551A & B)t bil-r 'a'�'1 HORIZONTAL SCALE ♦ ♦ DENOTES FILL IN US 6.4 - 264 FROM US 264 TO WEST ��— •♦i♦♦♦♦ V SURFACE WATERS OF NC 345 EAST OF MANTEO 2.5m 0 5m Vrli"l'1CA.i, SCALE DENOTF.S F[I.L IN wr;!.Ar;Ds ! /L�11�L1J I SHEET 50 OF 61 __.l 1-2a...,1'o`rD C�7Gfl%E ' -L_ ,-E4. C0,146.11 10,,IAL. %,E�1 C1a 20 IS to I� IOUVr Hu+ 1.81i •�---- _ ._ IPEG Fc��) 10le N,,, +1..V (EEC re.- (Fic. c t-.P) `»Vc.NJj1.1 1 fall') 4O.' B C) c. +u.1tg _ . &P Y:.-:T1l0, Aw,1h ct — ^'o ti$.ALL., a II ji .. . -c �;1 I 1 ;,l „1 1 _______ i, , . I :1:I ,;;1 1,► 1I I I 'I II I I ,, I j •--- 1 , .1i 8L4o 01+Jo I N. C. DL'PT.OF TRANSPORTATIONPR����E Sl�t'e� DIVISION OF HIGHWAYS DARE COUNTY PROJECT:8.T051401 (R-2SS1A & B): IOm 0 20m L— w..re� HORIZONTAL SCALE ��'���'�;4��� DENOTES FILL IN US 64 - 264 FROM US 264 TO WEST —"''''' SURFACE WATERS OF NC 345 EAST OF NIANTEO 2.5m 0 5m vI ��, VERTICAL SCALE /��� DENOTES PILL IN WETLANDS SHEET 51_ OF 81 a. . . . -L- tev. C„LIJte_nlot!PL I.c=)C,iJ . I L2-- � PGoti-:,_.Ep cal /-� B6GI141EMP E•RIGE 8 3 — 0 ?-' 4 Ivo•Ir- N�*Ls� 1o�r_ Nwa 1.41. o.r8 4.,,,,, �7 _-1 tPee- Fe JF-) (PEc. f¢ J r�1 ML..� r1s5 /____L y1-ll,,+i.-11 ' / / �', / _ 1 (PE2 F�.1 1) (PEc f Ei�A) - - _ _ 1 I I 1 I I _-9 I I f I 11 )►�icx� • Ill+cu 1E.IaP. I �l(l�L`'J I � � 1�L.iy.S 1 rip �FI�E N. C. DEPT.OF TRANSPORTATION ll '1I'` i�l�_,ll'. DIVISION OF EIIGIiWAYS DARE COUNTY / PROJECT:8.T051401 (R-2551A & il> /��1 I0 c�/11 • / - US 64 - 264 FROM US 264 TO WEST I LWJI aim HORIZONTAL SCALE `.����j•v���� DENOTES FILL IN OFNC 345 EAST OF y1ANTEO �,�������' SURFACE WATERS I --— 2M 0 4'm VERTICAL SCALE 11��L1� DENOTES FILL IN WETLANDS rjZ OF �1 SHEET w • —L REV — C.D1\1VE11T1oIiAL DES161.1 - . --PGOf =.E c C-,r,_-c- 4 loyr_N��1 .91s 10JVC Nw 1 0li < 'YC U�o�4�� Llt�,� Naf-D .A gTc a...,l t,NN,o.e.8 — cvcc ca.,�> Ur. � , �. .dl -sEI4P PA(_I0r.Je— -t,E,n: Ec GeN`) 11 N,�.olt8 __ Q C7 0 . rt rJt,t.�wit Ct 'i :1 _ y-q I I I • I IJ ,OO I I I 12o oo 118i�0 _ 1 .k V 1 U. N. C. DEPT.OF TRANSPORTATION . PROiF1[Ll[±, DIVISION OF HIGHWAYS DARE COUNTY IOm 0 20m PROJECT:8.T051401 (R-2551A & B) HORIZONTAL SCALE Fgeow4Wei US 64 - 264 FROM US 264 TO WEST • ���� DENOTES FILL IN do.. ���AL* SURFACE WATERS 01' NC 345 EAST OF MANTEO 2m 0 4m J VERTICAL SCALE A DENOTES FILL IN WETLANDS d' SHEET 63 OF `:3.-7 -L- LEV (_D,JV=077.,,AL LE I e,r1 • I;cOPoxG 6p.2,1iE s E3 �t t) Temp felt°aE -0..300 7. 1.cca cEra)\j..4 1U IG u,. +\.41r :T : tt — ✓-h`XY x QC1 PEA c��)rd -- - I - CJ CD(:)._:____ i ^IGI ' , LOti1C-1 . ( LIFT-Al3c, t_"i-\-s - -9 I I I • I I I • I =4 1Zo+� 121}0U I S '. Vitt- S k -e_ .12I'n N. C. DEPT.OF TRANSPORTATION PROF]]](=? DIVISION OF HIGHWAYS DARE COUNTY I*,x* ,, :Ir.:-1 ,r �`T�r,�-�� PROJECT:8.T051a01 (R-2551A & B) lOm 0 20m US 6-0 - 2G4 FROM US 264 TO WEST {-�-� HORIZONTAL SCALE I/ DENOTES FILL IN SURFACE WATERS OF NC 545 EAST OF MANTEO 2m 0 4m VERTICAL SCALE l�j///�j DENOTES FILL IN WETLANDS g I/ / SNEET 5i- OF -- -C• v Cam.✓&...incw/AI- D 6v'-1 . ?go Gr.zoe g qi -a. 300 'A. ti Je —/.05r(s% • 4 4 (top c 1w•t9y Tg-z.-„4 1.t 'OE',`: FNeNN t.')a � IF a✓2). y [C FEn1C) Loki 0ULf7 T7Va75En —J X xCx -0(v Y �. YxY..x Y .� y v % (J �Y YI`, / Y�) yX x, tY Y� �Y�' xxxcYX� yxax ,- r _ _ _ 1x x— k—' x- Y ..X` YXX X '`v z i x Y,.. rYY. xx x X x xKz Xx % kx Xv x x k Xk n. 0 D 1 1 Z.L. A LUr•I c -re UAUL '�A1).. OF \ Lv...\is 9 i IZ3+ -...__1. I . I I I ! I I I I ,ZI►rU0 1ZZ100 ��"re �� S �-� X �� g N. C. DEPT.OF TRANSPORTATION . P ROIF IL,E DIVISION OF HIGHWAYS DARE COUNTY lOm 0 20m x xx x - x Flu_ 1ni \,.Ie1LA0 u:. PROJECT:8.T051a01 (R-2551A & B) HORIZONTAL SCALE P��i7� .;v4 J US 64 - 264 FROM US 264 TO WEST LI ���.������ DENOTES FILL IN - .A.•.„ SURFACE WATERS OF NC 345 EAST OF MANTEO 2m 0 4m � � _� VERTICAL SCALE DENOTES FILL IN WETLANDS SHEET 63 OF b_1 • -L- ,JFV. Co,IVE.1T)OAiAu VE5164 r#J1) F,r.1 cw— • Sje .K_ • -/. U5/j ..--- ( '' -i- - � / - u U.._ • r, wJcn Flnh7 '1 -9- I . I I I I I I I I . I • . I • 5 4 JJ 17(I l UO ' i\1. C. DEPT.OF TRANSPORTATION . 1P1R,OI 'l[]C•,l[:�., DIVISION OF HIGHWAYS DARE COUNTY 10m 0 ' 20n1 PROJECT:8.T051a01 (R-255IA &. ID HORIZONTAL SCALE R.1►� "� DENOTES FILL IN US 6-0 - 26-4 FROM US 264 TO WEST `AA"- - SURFACE WATERS OF NC 545 EAST OF MAN1'EO Zip 0 4m LiiiimicesecomVERTICAL SCALE / DENOTES FILL I WETLANDS -- IN 5Lo OF al g',EV glgl • -- - L- 2E✓, Cor`IVeAIrlonMAl. TeSi(--,rJ • B 8 Proi-orP C-ianc- . ._--._..-- q 7 :I , ..- --7-- I /._ --/. ,/. / / .. . nr IC+ ALUrJ(n L :--•• -r \fl1'an_\r.1C UM11 rl - I I I I I I I ! I I V /Z7 r 0) I C53+-00 , • x N. C. DEPT.OF TRANSPORTATION P (� ��IL,IC, �� DIVISION OF HIGHWAYS DARE COUNTY • /Om 0 20m PROJECT:8.T051801 (R-2551A & ID Ximi-mrransior HORIZONTAL SCALE DENOTES FILL IN US 6- - 264 FROM US 264 TO WEST SURFACE WATERS OF NC 345 EAST OF MANTEO ?_m 0 4m Lisirmirmimmommk VERTICAL SCALE / DENOTES FILL IN WETLANDS f/� . SHEET �J7 OF B1 0,E4 gni J • -L- £Ev. Lo")VEnmo,4IAL T7ES)c-,,.J 0 I7CoFf):-e,j l—,i4^1,r_ -- c, ,`Is; ,:i I-7— /1/ / // / /// II N Fri -r �leTlK‘,lp \rA\\I .> f.IC, L�l otilC G, .13 _- I I I I Motoo 128+Uo IZG+oo — N. C. DEPT.OF TRANSPORTATION . PR �.J�ll' 1�IL,�I.'� S� �e DIVISION OF HIGHWAYS DARE COUNTY . PROJECT:8.T051-001 (R-2551A & II) lOm 0 20m HORIZONTAL SCALE DENOTES FILL IN US 6.4 - 26•I FROM US 26 4 TO WEST SURFACE WATERS . OF NC .345 EAST OF MANTEO 2m 0 4m pG A L VERTICAL SCALE DENOTES FILL IN WETLANDS - - - -- -� SHEET 60 OF 81 p-,Ev cli91 J • .-L- CEO CoxiVE,,,r/ouiAt. -1 s►e-,,.i - -— ? FU C.F_D (---i2t'_\-_.5,- v`'GT�--o.11/ LI)) IV:, • / — 0. 30c, 7.7- • -- ���L!11LC f LJ L1 L /���jL_//L////21W/// -� 0 Fri /1. AL.or-1(.- i-1-1 O. i'i `J h�'v 13Z•vu /?,.�t OU 1 3 I S-1 -1-e-XIE N. C. DEPT.OF TRANSPORTATION PROFILE DIVISION OF HIGHWAYS DARE COUNTY /Om 0 20m PROJECT:8.Tosi-0o1 (R-2551A & ID LW U�wsmi HORIZONTAL SCALE ••••104••• DENOTES FILL IN US 6-0 - 264 FROM US 26- TO WEST i •��•••' SURFACE WATERS OF NC 345 EAST OF MANTEO ?_m 0 4m i I V, VF.RTICAI.. SCALE /�jA DENOTES FILL IN WETLANDS rr� I SHEET 59 OF 43_1 I -1-- I-r J. i-�'I-I c P Il i k- 1-/ -V.-.r` - • 'CIA 4c»0C.rU -L.-(c-t_'l. r J J4 J� 2 J tJ 3 _ c 4?.U'J U'11r IUbJ Cuv2-17 4 / . ry1uee. Ytdr:(.,e.• , -1/' yI/ et', yx ^y,yXVx -X-F - 1 1 _ - - - - - - O I 1 ~' �f - i+\ I Cnlr� NAv�. L�An 1 - - , [:I I `\nl1 TL41L1p L11-111s rcUrIIE Of I L.‘r.1 \.IOC_k.. -t:f IGF-E o. -4 I I • I ' I I I I • I I I ... - IL11i cx.) 4 Z4 U U � yC+c o I N. C. DEPT.OF TRANSPORTATION - PROFILE DIVISION OF HIGHWAYS 1C ,Lo DARE COUNTY ly v X DENOTES TEMPORARY PROJECT:8.T051401 (R-255IA R: II) • IOm 0 20m ky ,X /Y.- FILL IN WETLANDS HORIZONTAL SCALE "` �• DENOTES FILL IN US 6-0 - 264 FROM US 264 TO WEST ( f SURFACE WATERS OF NC 34S EAST OF MANTEO 2m 0 4m L_ �{ I I VERTICAL SCALE r//�� DENOTES FILL IN WETLANDS �I 1 / SHEET COO OF t3!1 • -L• Sw. E.c-,iaC,JSAL. Te�1,,�1 - • q fwu�.l ,o.2:� — - Low cuc,�0 Mt.‘„I40.129 • • \-PfloFILE op I I r L ALOw1c CC E.1c- W,3I . L'rLIni-+< 7E/�f' t i W _ `a 1��`iornc '�1-� - -=4 I I I I I I • q�,00 �'� N. C. DEPT.OF TRANSPORTATION . PROFILE DIVISION OF HIGHWAYSll' J11L� L: DARE COUNTY :,/, / / / DENotc5 TE MPoanrz-'4 InAPc1 A5 lbucrnc- wP.,,ErS• PROJECT:8.TOSl401 (R-2551A & q) IOm 0 20m � / ` ' � l US 6a - 26a f ROT4 US 36a TO WEST HORIZONTAL SCALE ��������t►7� DENOTES FILL IN �����AL��� SURFACE WATERS OF NC 345 EAST OF NIANTEO 2m 0 4m VERTICAL SCALE j�//�� DENOTES FILL IN WETLANDS a IN i SHEET (PI OF _-- -L- i v. �-ez-,I.IE01AL. -�'E^IF-4,-1 • 4_ MN,.., .0,7.2-B --- Ef.IT: - MLMI 40.17_5 ---— ____Z,Z.,, t.,',",',',",i,l,,/,i',,''.,'..Y b2.!,',,V,'%,1,,',Z.,Z:2 L ,', ', "/ ', : /e '. ',,'.__ "/ ! . /. ',,: : /. ', ', ' „ , JV j\ j ¶.tiFcGi.c I j i _ rrl a I slfn Au)r.IL 1 ` j11�F�.1 c I 1 = I r -1-7 1 ON I I I a�+ 11r-+c0 N. C. DEPT.OF TRANSPORTATION . PROFILE - DIVISION OF HIGHWAYS DARE COUNTY k / 11T - .TU � b1�t°rIOm 0 20m PROJECT:8.T051-0O1 (R-2551A & ID : HORIZONTAL SCALE •♦♦♦ DENOTES FILL IN US 64 - 264 FROM US 264 TO WEST ♦�♦�•�•�i♦i♦ ♦ SURFACE WATERS t OF NC 545 EAST OF I•IANTEO 2m 0 4m_�� /// VERTICAL SCALE � / DENOTES FILL IN WETLANDS SHEET (fit OF 8ri �J IS '— IO \-ICI-10 tC.T_ Mu�l •o•I'P' , -- - O f �LUr-IC, t ._� -- O —t =:7 r G1 71 Illul I— — i I 1T1'I� 3'I:II. !:n tS?-- :.J- ----_� I I �Ilili Iii! ! I11111 -I JIc� �'' -1-1i of N. C. DEPT.OF TRANSPORTATION - 1_L- F-J. �.[-,i.acrl1AL 1•-t-‘c:,0 PROFILE DIVISION OF HIGHWAYS DARE COUNTY l0m 0 20m PROJECT:8.T051.401 (R-2551A & B) HORIZONTAL SCALE r�'♦�♦�p���1 DENOTES FILL IN US 64 - 26-1 FROM US 264 TO WEST ♦�♦♦ ♦• " 1�i!tela�t:�:1 SURFACE WATERS t OF NC 345 EAST OF MANTEO 2.5m 0 5m VERTICAL SCALE j A DENOTES FILL IN WETLANDS SHEET 03 OF 81 f'Proc'vf- D C-1r-&c...E - Z.vv�`j • P'4-L �T A. --1 , Z"'1 U o • E L . 0-1.01z0 '5 15 1 WW 0(\d1 C-,/\��,t . , 3 10 to ‘:-.;1--'n�� < u - W MN�I40 2"J 1 s l +U.IC J t. „ . ------ .r r7i'r.-c,FIuE -L- 12�J, C -\MFt.ITAL.-1- E�.1h�1 N. C. DEPT.OF TRANSPORTATION . • PI OIFI L�� DIVISION OF HIGHWAYS 1C" 1�� DARE COUNTY PROJECT:8.T051401 (R-2551A & B) Ipm 0 20m US 64 - �6a FROM us a6a TO WEST� � HORIZONTAL SCALE' `���cs-4.; DENOTES FILL IN ;�������v,�t 2.5m 0 5m SURFACE WATERS OF NC 345 EAST OF r'1ANTEO u VERTICAL SCALE r , DENorrs FILL IN WETLANDS SHEET LLq OF 6-1 Local c tL,r_i? 1� 15 _ 10 v„ MNkI D.._ -5--- �� if,t2vI I o.1.15 I . O - Atw-Its O 'II 1 _ �i� � 7 _ l���ll Ilsill , .i.l V.� - 7 .. .._. 1 I ��II1� I I �u� � I I -• --.- Olioal+cx) an 00 • N. C. DEPT.OF TRANSPORTATION PROFILE DIVISION OF HIGHWAYS DARE COUNTY lOn1 0 20m PROJECT:A.T0S1.401 (R-2551A & i) , NNII HORIZONTAL SCALE DENOTES FILL IN US 64 - 264 FROM US 264 TO WEST SURFACE WATERS OF NC 345 EAST OF MANTEO 25m 0 Sm / �� VERTICAL SCALE DENOTES FILL IN WETLANDS yl SHEET 05 OF 8-1 • r.L I eq, L-,IJ.F�ISAI,1 D it i,1 n IZ Pr-'oPo=eL:- 6r1fz'1 e - - M,...1 + 0 ,za /Lv4.l �h�Ci • N, �J O CD �-n n-- JT� �n -- — r✓ ri�:ILC -,7 (-lorlr Ct j 1 i • I V 11u i OJ 1n4 o0 II.5aUO N. C. DEPT.OF TRANSPORTATION ?ROIFI[ILE DIVISION OF HIGHWAYS DARE COUNTY , , L c7ES TEI1foc.1W-i /Om 0 20m , ; ;; ;; ; T, 10 uCFncE �Ito Er= PROJECT:8.T051a01 (R-2551A & B) US 6�d - 36a FROM US 264 TO WEST ;� HORIZONTAL SCALE ����1���" DENOTES FILL IN ....$r��. SURFACE WATERS OF NG 345 EAST OF MANTEO 2m 0 4m VERTICAL SCALE // � DENOTES FILL IN WETLANDS SHEET L(CO OF Si pcO(=oSEb -L REV- SEGMENTAL bESIGN - • PROPOSED G&DE a .. 8. -o•30007. ----- Lj,'4 G1i,,r-9 4 - o — 7-Pcopa:�Go E.,E.•rs - W.C.I. ALoNCE xi irr«,.Mr? W rms Fir-4o1 � 7 - - - - 0 1 1 _ _ T.7 I 1 — I . I I I I . I I16 0 0 0+00 IZO400 N. C. DEPT.OF TRANSPORTATION • PROFILE DIVISION OF HIGHWAYS DARE COUNTY lOm 0 20m PROJECT:8.T051-d01 (R"2551A & B) HORIZONTAL SCALE DENOTES FILL IN US 64 - 264 FROM US 264 TO WEST 2m 0 9m SURFACE WATERS OF NC 345 EAST OF MANTEO Lid-- immunimmiVERTICAL SCALE F-7DENOTES FILL IN WE"I LANDS 1a= - 1 SHEET 691 OF el PROP(f.ED -L REV- SEGMENTAL pE.sIGN PRI✓`'GED CIfiADE / -0. 3000 /o - --- /_Lo .) C I-1t3�i) 4.. — 4- •/—Yr_oPue.E.0 a. _> CD x Y y Y v ti Y ,X , i CD Y 'C x X X :_ - —1 V,,1,1.— EMS Vloa-1_G%1-, E , - r -,i,.1 %'.I J- 1-, t.t, `a - - - I I I I I I I. I I I 12I+uo ----- • IL1+0° r2DaDO N. C. DEPT.OF TRANSPORTATION PROFILE DIVISION OF HIGHWAYS DARE COUNTY 1,4 * Y , DENOTES TEMPORARY r14 x• (Y ,) FILL IN WETLANDS PROJECT:8.T051-001 (R-2551A & : ID IOm 0 20m U '�- � � HORIZONTAL SCALE ::7� DENOTES FILL IN US 64 - 264 FROM US 264 TO WEST •Alm. SURFACE WATERS OF NC 345 EAST OF MANTEO l 2m 0 4mLII j�� I VERTICAL SCALE ��//7 DENOTES FILL IN WETLANDS - -f�e�� / SHEET (PG OF i3-1 • rR vpUSED • Lc-E 1- SECaMCNTAL oESIGf1 r r T'� E l'� C17'- -E K, 0 v, , 8 J — " S ti J O.3000°/0 Q u - I,32oe•/. • 4 _ _4._ rl UPI �1,.,c=;) l-cJc t.E ,....IF 0 n 3,... r-�: J f-- - y,-- -. v -.-- ' X h x x X Y _,� 7 k A _Y f- x_^r.-_ r r K 1( X _X K_Y / y_',_ r x 0 ._— _ �C _ _ X X-xX Y X 1 - I o PCoF--..cD i1 ' • b.�iLAi\�i;Jo 0S N.(a ALONG _ . rri o. ri V I . I I I 124I oo ---.---- I .I 1214 c0 122�0o N. C. DEPT.OF TRANSPORTATION PROFILE DIVISION OF HIGHWAYS ll DARE COUNTY I X ' x DENOTES TEMPORARY PROJECT:8.T051-0O1 (R-?SS1A & 4? IOm 0 20m l �X )( \ " I FILL IN WETLANDS US 6-0 - 264 FROM US 264 TO WEST HORIZONTAL SCALE DENOTES FILL IN I OF NC 345 EAST OF MANTEO ,{ SURFACE WATERS 2m 0 4m V ���/rlL_J 1 VERTICAL .SCALE DENOTES FILL IN WETLANDS OF g1 I ,�i SHEET �G�/ t. • • PRUPO'S -L REv- SEWAf.I;TAL rECIGN — c-P_oPos'ED GRADE -7A. 1 ZS k o t3.9 0 -L.- (- .-E J. • -1.32087, I :iiI 4.. — ----- 0 5 v /. er-- - O 1 �0.0F1L OF �. c� TE.IA 1'o 1•/\v.Y a \ :o v ---- I I I I I I I I• I . I I .-- I24+00 CVN • z5+-OD 126+00 N. C. DEPT.OF TRANSPORTATION . PRO1FIILE, DIVISION OF HIGHWAYS DARE COUNTY lOm 0 20m PROJECT:8.T051-001 (R-2551A tar: B) HORIZONTAL SCALE US 64 - 264 FROM US 264 TO WEST j } � � }� DENOTES FILL IN SURFACE WATERS OF NC 345 EAST OF MANTEO 2m 0 4m I j a I VERTICAL SCALE // �� DENOTES F[LL IN WETLANDS SHEET rZ O- }��y' ) OF al ,i `f Iqi • PRoPoSED -L!EV - `,E�vlENTAL_ !%L`�I(.1N - -g \i1Fta-snl( Li..),IT'- PV,' I::;=-.LL Gf.AUE • i- o.oL50°!o / / , 7 / // i ./ ' /I / -•. ///// / / / / , . ---- a - - - _ N.G. ALGNCI C. i? . I . I I I I I I IZIO+Oo t2.1400 lZS+OO T� N. C. DEPT.OF TRANSPORTATION 1[ILIE,PRO DIVISION OF HIGHWAYS • DARE COUNTY lOm 0 20m PROJECT:8.T051401 (R-2551A & It) � �■■�■i HORIZONTAL SCALE �����XV DENOTES FILL IN US 64 - 264 FROM US 264 TO WEST 2m 0 4m yteta a SURFACE WATERS OF NC 345 EAST OF MANTEO u-,A VERTICAL SCALE 17-7 /1 DENOTES FILL IN WETLANDS >it1� SHEET -71_ OF 81 f Ev 9/qi • PROPOSED - REV- ��1.O►,1EI'I1A ., r.L E'er►& _ g F oPoSED (AVADE -a-- ts Q 03 +0.o25o°I. ± -0.3000°° i „/ // / -\ / . / / /'/ _ ,/_,/ "7/j/ /71_ ____ ---- -- - — - — _ — _ \AlE'il. )vl-I II -- _ N.G. ALoNG I :n (7, ,, --- I I I I I I I . I I I I + _—..__- 12g14 00 130400 t28400 N. C. DEPT.OF TRANSPORTATION PROFILE DIVISION OF HIGHWAYS DARE COUNTY l0m 0 20m PROJECT:8.T051-0O1 (R-2551A & It) HORIZONTAL SCALE 1rvice .�VI DENOTES FILL IN US 64 - 264 FROM US 264 TO WEST - 2m 0 4m L�- A t A SURFACE WATERS OF NC 545 EAST OF MANTEO . ! VERTICAL SCALE //��j DENOTES FILL IN WETLANDS �1 ` SHEET -it OF . f?cEv jlci-I • PR.oPoSED -LREV - SEGMENTAL. DES(6 • PROPOSED G 1 AO. - ------ �J�1lAN� \�,IE\Ln�\D Liµ\15 LV111S 4 _ A -O.3 000'l0 / /1 - � � N.G• ALONG ` _._24 1 1 I I I I I I I 13 zt I3i'vO • N. C. DEPT.OF TRANSPORTATION PROFILE DIVISION OF HIGHWAYS „� DARE COUNTY PROJECT:8.T051401 (R-2551A & I ) IOm . 0 20m F����� US 64 - 26a FROM US 26-0 TO WEST 1 F� HORIZONTAL SCALE �•''`','01 DENoms FILL IN o��•���Sa.4..it SURFACE WATERS OF NC 545 EAST OF MANTEO 2m 0 4m VERTICAL SCALE �i 1±"/ DENOTES FILL IN WETLANDS �3 OF S, SHEET • •R; .ti its r? - - .1 .. •� Lti •1` 21: - . _ ESL. •i,iT'�f. !! 4�� t:ir .`+1' {� fi + 'y -V r .7• •t..r •yf Imo` .1 4 • .1, • • • • v - — B 1Ii1III _-- 4 O ° -- 1, 0 o, LJ C.-% ALc.,..1 r, ,1 J ?`l ------ I I I • I I I I I I I I ----I 1 _ICO I3::; o,o 100 N. C. DEPT.OF TRANSPORTATION PROFILE DIVISION OF HIGHWAYS DARE COUNTY /Om 0 20m PROJECT:8.T051401 (R-2551A & B), ismomialmili HORIZONTAL SCALE ►��i �►���i�� DENOTESFILLW US 64 - 264 FROM US 2641 TO WEST 0,• •,%•. � AYA. VA SURFACE WATERS OF NC 345 EAST OF MA.NTEO 2m 0 4m Lciinswincimm VERTICAL SCALE / - �� DENOTES FILL IN WETLANDS SHEET ---III OF ei �f�C>i--o�Eo -L' �E�1. C%f<r_c�F �r7 61r�r J 4 1,1 -J co q -4N O w1 G A C>., C-1 '.... --__-/_ r --_____ - I . I I I I I I I + 1 I --- I t1+vO 135i co 4(pp 2,0 N. C. DEPT.OF TRANSPORTATION . PROFILE Sl �-€.= DIVISION OF HIGHWAYS DARE COUNTY 10m 0 20m . PROJECT:8.T051401 (R-2551A & B) t �is�••s� HORIZONTAL SCALE DENOTES FILL IN US 64 - 264 FROM US 264 TO WEST SURFACE WATERS OF NC 345 EAST OF MANTEO 2m 0 4m L-�-1 VERTICAL SCALE K // DENOTES FILL IN WETLANDSSHEET ' OF 87 �a _-- C•ELT\L,.\ r- rs, ID ID 5 5 ..y-���— 1—.=r— — _ L J�— /..-.-; tea' —1_ —• — — -' �. - O 0 - - — - - �— —\ — L REV — 11 + 00.000 CD rr I I I V I I I I 0 I1 20 l 0 I G SECTION N. C. DEPT.OF TRANSPORTA'I•ION • DIVISION OF HIGHWAYS . DARE COUNTY 2.5m 0 50 PROJECT:8.T051-001 (R-3551A & 19 �����.i*.. DENOTES EXCAVATION HORIZONTAL SCALE �•,•����� INwETLANDs US G4 — 264 FROM US 364 TO WEST' A 2.5m 0 5m NC 345 EAST OF MANTEO �/VERTICAL SCALE DENOTES FILL IN WETLANDS L�rs� 1 SHEET 1� OF Si • • • . . .. . . • . . •7., ,.. . ••. • - . . .. . .• • . • . . •. . . . . . . .. . . . .‘. .. . . .-. .....,..... . .-.. .. . . . : • .• • • • ; .. - • ' •• ''• L REV C., 10 15 00•000 •-...) 6-7)0 t,\ 7-_,' - F.: 10 • S 5 • 3., 0 — — — — — o - 71 I'-71 .-• -17.'--...---' --- - -- ----77'_ :-_,---_ _ __ _ ._ __ CD —I ,. . ! ri I .. I I 1 1 1 I 1 1 I I ---' _ LD 10 0 ‘0 2.0 ,.) ---.1 SECTION N. C. DEPT.OF TRANSPORTATION DIVISION OF HIGHWAYS • DARE COUNTY 2.5m 0 5m . 444 DENOTES EXCAVATION PROJECT:8.T051401 (R551 A A: I;) ,W&Nomminimml HORIZONTAL SCALE 44.Atir•. IN WETLANDS ... US .64 - 2641 FROM US 264 TO WEST 2.5m 0 5m OF NC 345 EAST OF MANTEO L6Hillime VERTICAL SCALE DENOTES FILL IN WETLANDS Ja 111 • SHEET -11 OF 81 • - L REV - 3g 4 4-0.DUU 10 ;c_ 1o1" L-C- 10 5 Oo HIN c .7:UU I1/r4 0.02 .- - -- 0 0 — — — — -- — — — — —�\ - - — — _ — — — — — — —— — — - — —_ 5 r.'a 5 . �, 10 I I ii I I 1 1 1 lci�a -- 20 10 O 10 20 • SECTION • N. C. DEPT.OF TRANSPORTATION DIVISION OF HIGHWAYS DARE COUNTY 2.5m 0 9m PR�OJECT:A.'r051-0O1 (R-2551A c 3i) • ��ir WI DENOTES EXCAVATION ,�L......megmi HORI7..ONTAL SCALE /•��•���•' IN WETLANDS US 64 - 264 FROM US 264 TO WEST 2.5m 0 5m OF NC 345 EAST OF MANTEO Icyiluninnimmiumi VERTICAL SCALE / �j DENOTES DILL IN WETLANDS •L SHEET 1 S OF .0_7 • • • • • - L RE\I • • • 3q .► 4 0.000 to EL110 1> D • ID --- 5 0.01.0HIH o020UM/M m c, • • 'p J s. w V to Io I I I I I I I 2u l O l( O t o 2.0 SECTION N. C. DEPT.OF TRANSPORTATION DIVISION OF HIGHWAYS DARE COUNTY 2.5m 0 5171. PROJECT:8.T051-0O1 (R-2551A ti li1 ��.`.• DENOTES EXCAVATION HORIZONTAL SCALE " ��� IN WETLANDS US 64 - 264 FROM US 26-d TO WEST • 2.5m 0 5m OF NC 345 EAST OF MANTE0 } VERTICAL SCALE �./s! DENOTES FILL IN WETLANDS L, •� IILL SHEET —19I OF 61 • • • • - L_ REV - • 1 2(o + 40•o0o to 10 . �eLT 10►1 ---E 5 5 O.0200 MiM M O•0 zoo ti �'' - - - - - - - Q----- A = t -f1I 5 • .� .I I I :lc7 10 I I I I ZO 20 to lr / 0 10 SECTION N. C. DEPT.OF TRANSPORTATION DIVISION OF HIGHWA I'S • DARE COUNTY 2.5M 0 5m PROJECT::8."I'OS1-0O1 <R-2551A Lk: PO:♦ ��♦4���♦♦ I DENOTES EXCAVATION HORIZONTAL SCALE ♦♦ .♦� �,�•14 IN WETLANDS US 64 - 264 FROM US 36-0 TO WEST / OF NC 545 EAST OF MANTLO 2.5m 0 5m %J �i ( VERTICAL SCALE / DENOTES FILL IN �►'ETLANDS � SHEET 8o OF B-1 • • • • • _ 1_, 2 E V - j 31 4 00. 00U t 10 o EGTlotil E • S 5 O.OSVO H/M O 0 50U Hirt -- — — /_ ' — - - - - - — — - — — — — - - - - — - - - 0 :ti o, r ,• -i; to _ — I 2,0 IO O ID L° SECTION N. C. DEPT.OF TRANSPORTATION DIVISION OF HIGHWAYS DARE COUNTY 2.5m 0 5m ••• DENOTES EXCAVATION PROJECI':8.T051401 (R-2551A tt L&HoijinivIsmo HORIZONTAL SCALE ••�•��• •��♦�� ? TO WEST • IN WETLANDS US 64 - 264 FROM US G4 2.5m 0 5m OF NC 345 EAST OF MANTEO L--61:: ihdo VERTICAL SCALE A DENOTES FILL IN WETLANDS SHEET 81 OF $1 1 ypicAL ,ETri(m.1 or lif-T11)04-si N NU.. 17—o1-. , li 1- ii...., 1 , .... . _.__ 3. \r,_,__i£ — a \._•-,EOTEX1 ILE FA eta it. . O 0 -i Lim.“: oa ItEoit--rv:co m LEpv“r.1h —,. C7 ,-n I I I I I 1 1 _TO -15 - 10 -5 0 5 10 I - to SECTION N. C. DEPT.OF TRANSPORTATION DIVISION OF HIGHWAYS DARE COUNTY 2.Sm p 5m DARE cR-'_'S51A & i�) � , DENOTES FILL IN C HORIZONTAL SCALE SURFACE WATERS US 64 - 264 FROM US 264 TO WEST Im p 2m OF NC 345 EAST OF MAN"IsE0 bad ' VERTICAL SCALE DENOTES FILL IN WETLANDS SHEET 5Z- OF 81 • • • �`��ICAI. C�LTIo►.1• - LELUc T /�O-\ e NI A L • • -5 • L —�4—� Vt L.IE o�„ �IM r-- rr- 01 I I I I I l • • :Cf53 Fri -gip i5 - -S O S I0 IS 20 SECTION N. C. DEPT.OF TRANSPORTATION DIVISION OF HIGHWAYS • DARE COUNTY 2.5m 0 5m PROJECT:8.T051401 (R-2551A Lk 11) DENOTES FILL BELOW LsHolijmunif HORIZONTAL SCALE ORDINARY HIGH WATER US 6-0 - 264 FROM US 26.4 TO WEST 2.5m 0 5m OF NC 345 EAST OF MANTEO VERTICAL SCALE DENOTES FILL IN WETLANDS SHEET 83 OF al mpacts e to emporary rary Site Fill in Excavation in Fill in Surface Impacts due to Impactsranentto Temporary LBridge Tin Wetlands'll to1Su�face Waters Wetlands Wetlands Waters Mechanized (ha) (ha) (ha) (ha) (ha) Clearing Bridge (m2) (ha) (m2) 1 0.967 0 0 0 0 Estuarine 2.824 1.129 0.319 Sawgrass 2 0 0 0 0 Palustrine 0.073 0 0.010 0.016 3 0 0.148 0.018 0 0 0.184 7.44 Palustrine 0.447 t 4 0.14 0 0 1 0 0 0 7.44 Palustrine 0 0 5 52.08 1.91 0 0 0 0 Estuarine 0 Needle Rush 0 6 96 72 3.54 0 0 0 0 Estuarine 0 Needle Rush , 7A Palustrine 0 0 0 0 59.52 0 0.520 0 • '�� : 7B 0 0 0 0 0 0.134 0 cr.. ,t Estuarine 0 Sawgrass N. C. DEPT.OF TRANSPORTATION DIVISION OF HIGHWAYS DARE COUNTY SUMMA PROJEC'1':8.T051-0t)l. (R-2551 A&B1 US I 64 - 264 ROM US 264 TO WEST OF NC 345 EAST OF MANTEO SHEET 8' OF Q'1 C\EV 6'01 Site Fill in Excavation in Fill in Surface Impacts due to Impacts due to Impacts due to Temporary Temporary Wetlands Wetlands Waters Mechanized Permanent Temporary Fill in Impacts to Surface (ha) (ha) (ha) Clearing Bridge Bridge Wetlands Waters (ha) (m 2) (m 2) (ha) (ha) 8 Palustrine 1.302 0 0.063 0.281 0 0 0 0 9 Palustrine 0.672 0 0.102 0.113 0 0 0 0 10 Estuarine 0.034 0 0 0.007 0 0 0 0 Needle Rush • Sunken Barges 0 0 0 0 0 0 0 0.336 Totals 5.532 1.129 0.494 1.568 223.2 5.59 0.802 0.354 (.0223 ha) (0.0006 ha) O n --. -0 Fri C) ON - 111 N. C. DEPT.OF TRANSPORTATION DIVISION OF HIGHWAYS DARE COUNTY SUMM . `\ Ry PRO.IECT:8.T0.51-0O1 (R-2551 AeeIl) US 64 - 264 FROM US 264 TO WEST OF NC 345 EAST OF MANTEO SHEET 85 OF En P)Ev 901 PROPERTY OWNERS '=,',rnd , I 1) Alligator River Wildlife Refuge P.O. Box 1969 OCT 1 6 199; USA Dept. of Interior Manteo, NC 27954 . Fish and Wildlife Service 2) Ambrose, Melba M. 602 Ocean Acres Dr. Kill Devil Hills, NC 27948 3) Austin, Faye D. P.O. Box 250 Manns Harbor, NC 27953 4) Bornfriend, Joyce J. P.O. Box 127 Frisco, NC 27936 5) Collins, Merium D. P.O. Box 1238 Manteo, NC 27954 6) Collins, Oscar C. No Address 7) Eastern Fuels Inc. P.O. Box 1386 Ahoskie, NC 27910 8) Fulcher, Cynthia (Heirs) -- w'1-1` T. �`'ues No Address — 1t 'lrs kl.L' 'lam p_o. c3 v-u. 50 NA{,,S , �.1 1 Kwc, i Itt ;Jr tf tt 9) Hester, Frank P.O. Box 1386 c/o M. Rudolph Collins Manteo, NC 27954 10) M.L. Daniels Oil Co. Box 86 Manteo, NC 27954 11) Mann, Harry C. P.O. Box 11 Manns Harbor, NC 27953 12) Midgett, Arthur L. Rt. 1 Box 1256 Manteo, NC 27954 13) Morgan, William Hunter Sr. Box 176 Sunbury, NC 27979 /7) Dade F'. W/?r„e N. C. DEPT. OF TRANSPORTATION PO BOX Q 6 DIVISION OF HIGHWAYS / W,,vs /-{,r&r, Ai'C a 79s_E DARE COUNTY PROJECT: 8.T051401 (R-2551A&B) US 64 -264 from US 264 to West of NC 345 East of Manteo SHEET S('OF 8, PROPERTY OWNERS 14) Payne, Henrietta C. (Heirs) P.O. Box 30757 Oklahoma City, OK 73140 15) Spencer, Ira Jr. P.O. Box 1837 Kill Devil Hills, NC 27948 16) Twiford, Russell E. F.O. Box 99 Elizabeth City, NC 27909 N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS DARE COUNTY PROJECT: 8.T051401 (R-2551A&B) US 64 -264 from US 264 to West of NC 345 East of Manteo SHEETS'OF e DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT ' 1. APPLICANT'S NAME: N.C. Department of Transportation 2. LOCATION OF PROJECT SITE: Intersection of US 64-264 west of Manns Harbor, traveling in a easterly direction through Manns Harbor, crossing Croatan Sound, and intersecting with US 64-264 and NC 345, south of Manteo. Photo Index - SEE ATTACHMENT #1 State Plane Coordinates - X: 2971 100 Y: 793 100 3. INVESTIGATION TYPE: CAMA Dredge and Fill 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 11/16/95 10/10/97 11/5/97 Was Applicant Present - Yes Yes No 5. PROCESSING PROCEDURE: Application Received - October 16, 1997 Office- Elizabeth City 6. SITE DESCRIPTION: (A) Local Land Use Plan - Dare County Land Classification From LUP - Community and Conservation (B) AEC(s) Involved: PT, ES, EW, CW (C) Water Dependent: Yes (D) Intended Use: Public (E) Wastewater Treatment: Existing - N/A Planned- N/A (F) Type of Structures: Existing - Planned - (G) Estimated Annual Rate of Erosion: N/A Source - N/A 7. HABITAT DESCRIPTION: [AREA] DREDGED FII.1 ED OTHER (A) Vegetated Wetlands (B) Non-Vegetated Wetlands FOR IMPACT TOTALS SEE ATTACHMENT #2 (C) Other (D) Total Area Disturbed: 2,665,000.8 square feet (61.20 acres) (E) Primary Nursery Area: No (F) Water Classification: SA Open: No 8. PROJECT SUMMARY: The Department of Transportation proposes improvements to US 64-246 from a point 1.8 miles west of Manns Harbor to the intersection of US 64-264 and NC 345, south of Manteo. The project will begin with widening US 64-264 four lanes through Alligator River National Wildlife Refuge, and will include a four-lane bridge over Spencer Creek. The US 64-264 will transition to five lanes with curb and gutter to a point approximately 690' east of SR 1105, in Manns Harbor. The section of road east of SR 1105 will be a new alignment and will transition into a four lane divided bridge. The bridge will be constructed across Croatan Sound and adjacent coastal wetlands for a distance of approximately 5.25 miles and have a maximum vertical clearance of 65' at the main channel. A second section of road will be constructed to connect the bridge to US 64-264 in alignment with the Manteo Causeway. The new alignment will also require modifications to existing NC 345 and US 64-264. ' NCDOT Croatan Bridge Bio Report Page 2 PROJECT SETTING The following project setting is broken into three sections for simplification: The first section begins on US 64 and 264 approximately 430' west of the intersection of US 64-264, and ends approximately 690' east of SR 1105 for a total distance of approximately 1.86 miles. This section is shown on the plans in the attached application packet, and is referenced as Sheet 1 of 87 through Sheet 17 of 87. US 64 and 264 intersect in the Alligator River National Wildlife Refuge just west of a high ground site on the south side of the road. This site was previously the location of an old gas station demolished within the last year. An open ditch is located on the west, south and east sides of the high ground site and appears to be fed by canal and adjacent coastal wetlands originating at Spencer Creek to the east. The refuge's land extends along the project site to the bridge at Spencer Creek. Adjacent to the US 64-264 on the north side is an existing canal that is also fed by Spencer Creek and designated as inland water by agreement between the Marine Fisheries Commission and Wildlife Resource Commission. The canal is bounded on the north by coastal wetlands primarily vegetated by Cladium jamaicense (Sawgrass), with smaller areas of woody scrub- shrub growth along the bank. Smaller pockets of cattail (Typha latifolia) and Common reed (Phragmites australis) are also found along the canal. From Spencer Creek, the canal and marsh boundary continue in an easterly direction into Manns Harbor, where it transitions into wooded high ground with hardwood characteristics. A section of the project area passes through the Town of Manns Harbor with a mixture of residential and commercial properties. On the east side of Manns Harbor US 64-264 intersects with SR 1105. Immediately east of the road is a drainage ditch, and east of that is a forested palustrine wetland community that transitions to a slight upland ridge (also forested), and back to forested palustrine wetlands. Vegetation in this area includes, but is not limited to, black gum (Nyssa sylvatica), loblolly pine (Pinus taeda), red maple (Acer rubrum), red bay (ironwood (Carpinus caroliniana), wax myrtle (Myrica cerifera). The second section of the project begins 690' east of SR 1105 in a forested palustrine wetland community and is shown on Sheets 17 through 24. This area transitions from a palustrine community to an estuarine wetland community (coastal wetlands) approximately 1,138' east of SR 1105. Vegetation is dominated by Black needlerush (Juncus roemerianus), with smaller pockets of Sawgrass (Cladium jamaicense) with salt meadow grass (Spartina patens). Extending in a southeasterly direction from the shoreline on the Manns Harbor side of the projects the alignment will cross Croatan Sound which is classified as joint waters. The Division of Environmental Management's water quality classification for Croatan Sound is SA (shell fishing) and is currently closed to the taking of shell fish. Submerged Aquatic Vegetation is found in numerous areas in the Croatan Sound, but the exact location is still subject to a definitive underwater survey to determine exact species and density. Depths in Croatan Sound range from several inches to eight feet, within the channel the dredge depth is listed as 10' in the main channel, and the plans show a maximum depth of 16'. a ` NCDOT Croatan Bridge Bio Report Page 3 The project site on the east side of Croatan Sound, on Roanoke Island, begins midway between Sand Point and Ashbee Harbor. Landward of normal water level there is a coastal wetland dominated by sawgrass (Cladium jamaicense), with periodic pockets of woody scrub-shrub and cattail (Typha latifolia) with salt meadow grass (Spartina patens). This estuarine community extends away from the shoreline approximately 1,056' in an easterly direction and transitions into a forested palustrine wetland community, to a coastal community and back to palustrine again. The palustrine communities are dominated by loblolly pine (Pinus taeda), with hardwood characteristics. The third section, and final section of this project (as shown on Sheets 17-30), passes through a mix of forested upland and forested palustrine wetlands terminating at the intersection of US 64-264 and NC 345. The alignment crosses three small estuarine crossings and a ponded area located behind Kellogg Realty on US 64-264, is designated as estuarine water. A piped crossing along NC 345 and adjacent wetlands feeds the canal/ditch leading into the pond. The remaining project alignment extends along a short section of US 64-264 and NC 345 in a north south direction and easterly along the Manteo Causeway. Adjacent to the causeway, on the south side, is a canal with a direct water connection to Roanoke Sound. The canal is bounded on the south with a substantial Juncus marsh. An archeological assessment of the project alignment has been made and one known site, referenced as 31DR76, has been noted as being eligible for inclusion in the National Historic Register of Historic Places. NO other sites have been marked as being of interest. There is no indication that the project will involve any unique geological formations. For a complete list of soil types and textures in the project area see Attachment #3 with associated soil maps. For reference a copy of the National Wetland Inventory for the project area is also included as Attachment #4. PROJECT DESCRIPTION General Description of Project: North Carolina Department of Transportation (NCDOT) purposes the following road widening and bridge over the Croatan Sound to improve traffic flow and safety, specifically for emergency evacuations during major storm events such as hurricanes. The project will include widening US 64-264 (from two to four lanes) beginning in the Alligator River National Wildlife Refuge (ARNWR). The project will begin west of Manns Harbor, approximately 430' east of the intersection of the US 64-264 intersection, where the right-of-way will be expanded from 60' to 80' and include a 56' wide paved surface. In order to soften the curve of the converging roads, approximately 1,452' of US 64-264 will be moved south of the current alignment. The four lane section of the roadway will require extensive coastal wetland fill to the south of the existing road due to the presence of a canal on the north side. In order to minimize • NCDOT Croatan Bridge Bio Report Page 4 impacts the widening project will be aligned with existing US 64-264 and cross Spencer Creek, requiring the replacement of the existing two lane bridge. The approximate length of this section is 1.5 miles and it is noted on the plans as being SITE I (Impacts at individual sites are noted later in this report under Specific Sites). Just west of Manns Harbor the road will transition from four lanes (56' wide) to five lanes with curb and gutter (64' wide). The road will continue its current alignment and pass through the community of Manns Harbor to SR 1105. A 600' section of canal on the north side of the road will be filled to accommodate the transition, and a new canal of equal size will be cut along property currently belonging to the Fulcher Estate. On the east side of Manns Harbor US 64-264 intersects with SR 1105 and turns north toward the existing bridge crossing Croatan Sound. A new road will be constructed on a straight alignment with existing US 64-264, and run in an easterly direction toward Croatan Sound to the new bridge alignment. The road extension beginning at SR 1105 will cross a drainage ditch and a palustrine wetland community. A piped culvert will be installed in place of the drainage ditch and the road will be constructed on fill material (This site is noted on the plans as SITE II). Immediately east of this site the road will cross a small upland site and back into a palustrine wetland. It is at this site (SITE III), approximately 690' east of SR 1105, that the five lane road will transition into a four lane divided bridge. Located on the south side of the bridge, immediately east of the bridge terminus, a storm water retention basin will be constructed to collect runoff from spans crossing coastal wetlands to the east. A temporary haul road will be constructed around the bridge terminus, through palustrine wetlands, and up to coastal wetlands, necessitating the placement of a temporary pipe culvert to cross a drainage ditch located at the base of the bridge. Once completed the culvert and haul road will be removed, and the wetlands restored. Fill associated with the terminus and haul road is noted as SITES III and IV. The remainder of the west side of the project will pass through coastal wetlands, where a temporary bridge will be used during construction. Impacts in this area will be limited to structural supports and is noted on the plans as SITE V. The area where the temporary bridge will be constructed is to be restored upon completion of the project. The portion of the bridge that will cross the sound will have impacts to Submerged Aquatic Vegetation (SITE VI), but specific quantity and species have not yet been determined. The length of the bridge from terminus to terminus is - approximately 5.257 miles, with a maximum vertical height of 65'. Immediately waterward of the temporary bridge sunken barges will be used where water depths are insufficient to float barges. This section of the project is noted as being SITE VII. On the east side of Croatan Sound, the bridge will intersect with the shoreline midway between Sand Point and Ashbee Harbor, cross coastal wetlands (Listed as SITE VIII), transition into palustrine wetlands, back to coastal wetlands, again to a palustrine wetland community (Listed as SITES I.A. and IB.). The bridge will terminate approximately .2 miles east of normal water on high ground. As on the west side of the bridge, a sunken barge will be used in unnavigable water, a temporary construction bridge over coastal wetlands and a temporary haul road through palustine wetlands. A second storm water retention basin will be constructed on the north side of the bridge terminus. • • NCDOT Croatan Bridge Bio Report Page 5 The final section of "new" roadway between the bridge terminus and US 64-264 is approximately .5 miles long, and will include five lanes as in Manns Harbor. The road will be constructed on fill placed in palustrine wetlands and will cross three small unnavigable ditches. Piped culverts will be used at each ditch crossing and are listed on the last page of DCM form MP-5, and noted as SITE X on the plans. East of the culvert crossings is a small high ground crossing that transitions into the final palustrine wetland community. This area is noted as SITE XI and will include fill in estuarine waters immediately west of the Kellogg Real Estate and the intersection of US 64-264 and NC 345. The fill site, while having a direct water connection to a navigable canal on the east side of NC 345, is not itself accessible by water and is not easily accessible for portaging. A piped culvert will be placed west of the current pond location to maintain a water connection to adjacent wetlands. The final aspect of this project will be the modification of existing US 64-264 and NC 345 south of Manteo Causeway. Modifications will be made to the existing roadways along NC 345 and US 64-264 to accommodate the proposed roadway. Minor fill in coastal wetlands is anticipated adjacent to an existing canal on the south side of the Manteo Causeway and is listed as SITE XII. Specific Sites: As noted in the cover letter provided by the NCDOT and the general site description, there are 12 impact sites involved with this project. Listed below are those site and anticipated impacts to palustrine wetlands, coastal wetlands, public trust water, and estuarine waters. Site I: The project begins at US 64 and US 264 west of Manns Harbor and extends through Manns Harbor to SR 1105. Work to be preformed on this section will involve improvements to the existing roadways as they approach intersection, and the relocation of approximately 1,473' of the road south of the current alignment. The section to be relocated will cross a high ground site and an open ditch that surrounds the property, and is fed by a canal leading to adjacent coastal wetlands and Spencer Creek to the east. The - relocated roadway will involve the filling of two inland water sites that will be replaced by channel diversions through pipe culverts and a newly constructed channel to maintain a water connection to coastal wetlands west of the site. A pipe will also be placed under the new road to provide a water connection for an existing canal on the north side of the road. One water crossing will occur at Spencer Creek and will include the construction of a four-lane bridge. The new bridge will maintain an opening approximately 32' wide with a 3.8' vertical clearance. As the road enters Manns Harbor it will transition from four lanes to five with curb and gutter. On the north side of the alignment entering Manns Harbor there is a 600' section of canal that will be completely filled and reestablished just north of its current alignment by excavating adjacent coastal wetlands. • NCDOT Croatan Bridge Bio Report Page 6 The remainder of the work to be preformed in this section will occur in the Manns Harbor, and impact several properties in the community. The work in this area will not require coastal wetland fill or the removal of structures. Anticipated impacts from Site I are as follows: Coastal wetlands: Excavation = 2.78 acres Coastal wetlands: Fill for road widening = 6.98 acres Inland Waters: Fill for road relocation = .202 acres Coastal Wetlands: Permanent loss from mechanized clearing = 2.39 acres Public Trust Waters: Permanent shading by Spencer Creek Bridge = .77 acres Subtotal =13.122 acres Site II This site is located on the east side of SR 1105 and is the beginning of the roadway extension for US 64-264. This section of roadway will run in an east west direction beginning on the east side of SR 1105, in Manns Harbor. The placement of a culvert crossing and fill in palustrine wetlands will be necessary to construct the road extension. The placement of the culvert crossing will maintain the existing drainage pattern in the area. The establishment of a road bed at site this will result in the following impacts: Palustrine Wetlands: Permanent Fill = .19 acres Palustrine Wetlands: Permanent impacts from mechanized clearing = .04 acres Subtotal = .23 acres Site III The western bridge terminus will be located at this site and will require extensive fill in palusrtine wetlands, for the permanent road, terminus and temporary haul road. Fill - placed for the temporary haul road, as previously noted, will be removed and all affected wetlands restored. The establishment of the terminus at this site facilitates the bridging of the remaining coastal wetlands in this project. In order to maintain existing drainage patterns at this site a temporary culvert crossing will be constructed along the southeast side of the terminus and will be removed upon completion of the project. Palustrine Wetlands: Temporary fill from haul road = .37 acres Palustrine Wetlands: Permanent fill from haul road = 1.10 acres Palustrine Wetlands: Permanent impacts from mechanized clearing = .45 acres Subtotal = 1.92 acres NCDOT Croatan Bridge - Bio Report Page 7 Site IV This site involves filling a small pocket of palustine wetlands for the temporary haul road which will be removed as noted above. Palustrine Wetlands: Temporary fill from haul road Subtotal = .044 acres Site V and Site VI The final landward section on the western side of the proposed bridge will cross coastal wetlands and a small area of Croatan Sound. Impacts from the bridge will include shading and wetland loss from bridge supports. The bridge will allow significant sunlight to support continued growth of the existing Juncus Marsh. Additional impacts are anticipated from the use of a temporary construction bridge to be located immediately adjacent to the permanent bridge, and are to be restored immediately upon completion of the project. Permanent impacts are anticipated to Submerged Aquatic Vegetation (SAV), specifically widgeon grass (Ruppia maritina), from the temporary bridge and bridge supports. Total losses have not been determined at this time, a post construction survey of SAVs in the project area is planned. Coastal wetlands: Temporary shading from work bridge = .80 acres Coastal Wetlands: Permanent shading from the Croatan Sound Bridge = .84 acres Estuarine Waters/ Public Trust Water: Temporary shading from work bridge = .20 acres Estuarine Water/ Public Trust: Permanent shading by Croatan Sound Bridge = .51 acres Subtotal = 2.35 acres Site VII The bridge itself will cross approximately 4.65 miles of open water. Anticipated impacts from the bridge at this site are to Public Trust Water/ Estuarine Water and shallow water - bottom. Three sunken barges approximately 40' x 128' will be used on the west side of the bridge in the area immediately waterward of the temporary haul road and one barge is proposed to access the bridge on the east side of Croatan Sound. It is anticipated that permanent impacts will also occur to SAVs by the use of sunken barges and bridge supports, but the exact loss has not been calculated. The remaining bridge will be accessed by floating barges and the bridge itself. The navigable span of the bridge will have a vertical clearance of no less than 65 feet, and a horizontal clearance of not less than 180 feet. According to several of maps the dredge depth of the navigable channel is 10' below normal water level, while the plans submitted show a depth >16 feet. Unlike the spans crossing coastal wetlands there is no storm water collection system for the bridge over open water. NCDOT Croatan Bridge Bio Report Page 8 Estuarine Water/ Public Trust Water: Permanent shading by Croatan Sound Bridge = 34.36 acres Shallow Water Bottom: Disturbance and loss of SAVs by sunken barges = .47 acres Subtotal = 34.83 acres Site VIII This site is located on Roanoke Island south of Manteo, beginning approximately mid way between Sand Point and Ashbee Harbor along the shoreline and extending 1,056' (.2 miles) in an easterly direction. Work proposed for this section will include construction of a temporary work bridge and the Croatan Sound Bridge over the coastal wetlands in an attempt to minimize impacts. The temporary bridge will be approximately 39' x 1,056 and the Croatan Bridge at this site will be approximately 56' x 1,040. Shading will occur from both bridges and result in temporary and permanent impacts to adjacent coastal wetlands. Estuarine Waters: Temporary shading from work bridge = .96 acres Estuarine Waters/Public Trust Waters: Permanent shading by Croatan Sound Bridge = 1.34 acres Coastal Wetland: Permanent structural fill = .02 acres Subtotal = 2.32 acres Site IXA and IXB Site IX has been divided into two sub-sites, for impacts in palustrine and estuarine communities. Sub-site IXA will impact palustrine wetlands in two separate, but connected, locations along the bridge alignment. Work in this are will include construction of the final section of the bridge up to high ground terminus, and a - temporary haul road. There are two designs for the haul road that will disturb approximately the same ground area. However, the alternative noted on Sheets 23 and 24 will require slightly more fill and appears to create a possibility for even greater impacts in both palustrine and coastal wetlands. The alternative design found on Sheet 23A and 23B, in the enclosed plans, shows a simpler design that will be easier to maintain. Palustrine Wetlands: Temporary fill from the haul road = 1.47 acres Coastal Wetlands: Temporary fill from haul road = .33 acres Palustrine Wetlands: Permanent shading by Croatan Sound Bridge = 1.01 acres Coastal Wetlands: Permanent shading by Croatan Sound Bridge = 1.27 acres Subtotal = 4.08 acres NCDOT Croatan Bridge Bio Report Page 9 Site X The bridge will transition from four lanes back to five immediately east of the terminus. Adjacent to this area on high ground north of the roadway, a second storm water retention basin will be constructed. Approximately 530' east of the terminus the road will cross palustrine wetlands and three small water crossing, they are not accessible for navigation. Piped crossings will be used to maintain a water connection and drainage. Palustrine Wetlands: Permanent fill Subtotal = 3.89 acres Site XI Located in the area immediately west of the intersection of existing US 64-264 and NC 345 is the last section of the new road to be constructed. Work at this site will include the filling of Palustrine Wetlands, a small amount of coastal wetlands and Estuarine Waters. North of the road alignment, on the west side of NC 345, is a commercial real estate business (Kelloggs). Just west of the business is a ponded area fed by a canal that passes under NC 345 by way of a pipe. While Public Trust has been claimed on the east side of NC 345, the west side is noted as Estuarine Waters. The road will cross through the ponded area and a piped crossing will be installed approximately 80' west of the pond to maintain a water connection to adjacent coastal wetlands and maintain drainage in the area. Palustrine Wetlands: Permanent Fill = 1.66 acres Palustrine Wetlands: Permanent impact from mechanized clearing = .28 acres Coastal Wetlands: Permanent Fill = .04 acres Estuarine Water/ Public Trust: Permanent Fill = .204 acres Subtotal = 2.184 acres Site XII The final aspect of this project will be the realignment of existing roads to accommodate the new US 64-264 connection. Work will be performed within the existing right-of-way, but will require the clearing and filling of coastal wetlands along an existing canal system on the south side of US 64-264, along the Manteo Causeway. Coastal vegetation that is found along the road and Estuarine shoreline is primarily black needlebush. Mechanized clearing along this site will be undertaken to establish a new road shoulder. Reference Sheets 29 and 30. Coastal Wetlands: Permanent Fill Subtotal = .10 acres NCDOT Croatan Bridge Bio Report Page 10 Mitigation The proposed mitigation site is located in Dare County north of Manns Harbor and US 64-264, on Mashoes Road (SR 1113). Adjacent to this site is Alligator River National Wildlife Refuge and Croatan Sound. The site is situated on the east and west side of Mashoes Road and consists of approximately 398 acres and was previously used for a commercial sand mining operation. According to NCDOT permanent impacts to Coastal Wetlands is 12.29 acres, and for Palustrine Wetlands the estimate is 7.62 acres. Approximately 253.86 acres of the Mashoes site is classified as Coastal Wetlands the remaining 106.88 acres are classified as forested Palustrine Wetlands. Mitigation credits obtained from this site include 8.73 acres from Coastal Wetland restoration, 33.85 Coastal Wetland preservation, 5.33 from forested wetland restoration, 14.25 from forested wetland preservation, and 1.71 from preservation from other habitats, for a total of 63.87 acres. ANTICIPATED IMPACTS 1) Considerable localized turbidity along fill sites in Public Trust Waters and Estuarine Waters along existing systems. 2) Considerable localized turbidity at Spencer Creek during bridge replacement. 3) Shading of .77 Acres by the Spencer Creek Bridge. 4) Considerable localized turbidity in public trust waters and Estuarine Waters in Croatan Sound during the construction of bridge supports of the bridge. 5) Localized turbidity and loss of SAVs resulting from the installation of sunken barges immediately waterward of normal water level in Croatan Sound. 6) Loss of approximately 12.33 Acres of coastal wetlands along the project site. 7) Reconstruction and preservation of coastal wetlands along Mashoes Road in Manns Harbor, equaling losses along the project alignment. 8) Loss of 3.72 Acres of Palustrine Wetland community along the project alignment. 9) Wetland Mitigation at a ratio of 3:1 for Palustrine Wetland losses resulting from the project. 10) Temporary loss of 1.88 Acres of Palustrine Wetlands will be restored upon completion of the project, and require strict monitoring. 11) Possible loss of coastal wetlands on each side of Croatan Sound due to the time that the work bridge will be in place and the distance above the adjacent substrate it is constructed. 12) Additional losses can be anticipated in coastal wetlands from damage caused during construction and removal of temporary work bridge. While this area is to be restored, strict monitoring will be necessary to prevent erosion or permanent losses. 13) Runoff from storm events will flow directly into Croatan Sound along approximately 4.65 miles of bridge. NCDOT Croatan Bridge Bio Report Page 11 14) To protect coastal wetlands approximately .607 miles of the bridge will cross coastal wetlands and runoff at these sites will be diverted to two retention basins located adjacent to the east and west terminuses. 15) Possible erosion along the shoreline where the temporary work bridge ends and the sunken barges will be placed. 16) Shading of 2.11 Acres of coastal wetlands by the Croatan Sound Bridge. 17) Shading of 36.21 Acres of Public Trust Waters and Estuarine Waters in Croatan Sound by the bridge. 18) Loss of .202 Acres of existing biologically productive inland waters from filling. CAMA REVIEW Land Use Plan Consistency will be submitted under a separate letter by John Thayer. Consistency with NCAC will follow under a separate letter under Comments and Recommendation. SUBMITTED BY: Lynn Mathis DATE: November 11, 1997 ATTACHMENT # 1 PHOTO INDEX REFERENCES- 1994 West Side of Croatan Sound: 179-1847 A 6, B 6, C 6, and D 6 E 5&6, F 5&6, G 5&6, H 5&6, I 5&6, and J 5&6 K 5, L 5, M 5, N 5, and 0 5 P 4&5, Q 4&5, R 4&5, S 4&5, T 4&5, U 4&5, V 4&5, and W 4&5 East Side of Croatan Sound: 181-1866 V 6&7, U 6&7, and X 6&7 1989 West Side of Croatan Sound: 1 56 4 A 7&8, B 7&8 C 8,9 & 10 D 9&10 E 10&11, F 10&11 and G 10&11 H 11, I 11 andJ 11 K 10&11, L 10&11, M 10&11, N 10&11, 0 10&11, P 10&1, and Q10&11 R 10, S 10, T 10, and U 10 V 9&10, W 9&10 and X 9&10 East Side of Croatan Sound: 1 54 10 A 12&13, B 12&13 D-F 13 1984 West Side of Croatan Sound: Not available East Side of Croatan Sound: 142 1577 A-I 5 ATTACHMENT #2 COASTAL WETLAND IMPACTS (In Acres) Excavation: Permanent loss 2.78 Fill: Permanent loss 7.14 Mechanized clearing: Permanent loss 2.41 Shading: Permanent 2.11 Shading: Temporary .80 Fill: Temporary .33 15.57 Acres PALUSTRINE WETLANDS IMPACTS Fill: Permanent loss 2.95 Mechanized clearing: Permanent loss .77 Shading: Permanent 1.01 Fill: Temporary 1.884 6.614 Acres WATER IMPACTS Fill in Estuarine Waters: Permanent .204 Shading of Estuarine Waters & Public Trust Waters: Permanent 36.21 Shading of Estuarine Waters & Public Trust Waters: Permanent .77 Shading of Estuarine & Public Trust Waters: Temporary 1.16 Fill in Inland waters .202 Fill in Estuarine Waters/ Public Trust Waters/ Shallow Water Habitat by temporary sunken barges .47 39.016 Acres TOTAL IMPACTS: 61.20 Acres ATTACHMENT # 3 • Soil type(s) and texture(s) of tract At least eight (8) soil map units will be crossed by the proposed project. These soil series and the textures of the soils are: • Symbol Soil Series Texture Depth BaC Baymeade fine sand, 1-10 % slopes fine sand 0-32" fme sandy loam, 32-46" sandy clay loam, sandy loam loamy fine sand, 46-80" sand, sandy loam BvA Belhaven muck, 0-2 % slopes muck 0-38" sandy loam, fine 38-47" sandy loam, mucky loam loam, clay loam, 47-72" sandy clay loam, sandy loam CuA Currituck mucky peat, 0-1 % slopes mucky peat 0-17" muck 17-40" loamy sand, sand 40-65" HoA Hobonny muck, 0-1 % slopes muck 0-16" sapric material 16-72" IcA Icaria loamy fine sand, 0-2 % slopes 0-12" sandy clay loam, 12-33" clay loam, loam sand, fine sand 33-72" JoA Johns loamy sand, 0-2 % slopes loamy sand 0-13" sandy clay loam, 13-26" sandy loam, clay loam, fine sandy loam sand, loamy sand, fme 26-72" sand,loamy fine sand LeA Leon fine sand, 0-2 % slopes fine sand 0-15" fine sand, sand 15-23" fine sand, sand 23-72" PuA Pungo muck, 0-2 % slopes muck 0-65" clay, silty clay, 65-72" sandy clay • DIVISION OF COASTAL MANAGEMENT --7, APPLICATION TRANSMITTAL/PROCESSING RECORD A) APPLICANT: NC DOT - Croatan Sound Bridge COUNTY: Dare LOCATION OF PROJECT: W. of Maims Harbor to intersextion of US 64-264/NC 345 S. of Manteo DATE APPLICATION RECEIVED COMPLETE BY FIELD: October 16, 1997 FIELD RECOMMENDATION: Attached - No To Be Forwarded - Yes CONSISTENCY DETERMINATION: Attached - No To Be Forwarded - Yes FIELD REPRESENTATIVE: Mathis DISTRICT OFFICE: Elizabeth City DISTRICT MANAGER REVIEW: m yE/Lb) B) DATE APPLICATION RECEIVED IN RALEIGH: NOV 17 1997FEE REC'D: $ „SZ) DO PUBLIC NOTICE REC'D: r,/ c04446M4NAPOLK DATE: 1 Z" - c/ 7 ADJ. RIP. PROP NOTICES REC'D: DEED REC'D: APPLICATION ASSIGNED TO: ON: \\\cE—`V\ C) 75 DAY DEADLINE: ( Z'30 - 150 DAY DEADLINE: MAIL OUT DATE: // ) q - 9 ! STATE DUE DATE: AZ —i c--- 97 FEDERAL DUE DATE: FED. COMMENTS REC'D: PERMIT FINAL ACTION: ISSUE L/ DENY DRAFT ON I -16- K- AGENCY DATE COMMENTS OBJECTIONS NOTES RETURNED YES NO / Coastal Management Dist. Office d _ , , (1 7 ✓ Div. of Community Assistance /f` I v- 617 V Land Quality Section r \ - 16 1O 17 V Div. of Env. Management ( a,_ y_ 97 State Property Office r Z -7-7.M((/ Div. of Archives & History ` 2-17-5 7 Div. of Env. Health ; a\ ` { 0 _A 7 Div. of Highways 1) _ 3 — 'J Wildlife Resources Commission Div. of Water Resources 1 1-1;iv. of Marine Fisheries I ( --J r V T_Op\� DEPARTMENT OF THE ARMY , .�• A ,�� fri 2 WILMINGTON DISTRICT,CORPS OF ENGINEERS z p iIIP`` M P.O.BOX 1890 Gry'T p`/ WILMINGTON,NORTH CAROLINA 28402-1890 sr�rr0, ,7 REPLY TO ATTENTION OF NIAIlt March 4, 1998 Regulatory Division Action ID. 199502334 Mr. H. Franklin Vick I Planning and Environmental Branch 1<N �`9� North Carolina Depar lment of Transportation �F Post Office Box 25201 Raleigh, North Carolina 27611-5201 Dear Mr. Vick: In accordance with your written request of September 29, 1997, and the ensuing administrative record, enclosed is a Department of the Army (DA) permit to deposit fill material into 13.22 acres of jurisdictional wetlands, to mechanize land clear 3.85 acres of jurisdictional wetlands, to drain 2.79 acres of jurisdictional wetlands, and to deposit fill materials into 0.05 acres of open waters of the United States located adjacent the Croatan Sound, Spencer's Creek and unnamed tributaries. The NCDOT is proposing to widen approximately 10 miles of U.S. 64/264, including constructing a new bridge over the Croatan Sound and its adjacent marshes, from U.S. 64/264, west of Manns Harbor, to N.C. 345, south of Manteo, in Dare County, North Carolina. If any change in the authorized work is required because of unforeseen or altered conditions or for any other reason, the plans revised to show the change must be sent promptly to this office. Such action is necessary, as revised plans must be reviewed and the permit modified. Carefully read your permit. The general and special conditions are important. Your failure to comply with these conditions could result in a violation of Federal law. Certain significant general conditions require that: a. You must complete construction before December 31, 2001 1 „ -2- b. You must notify this office in advance as to when you intend to commence and complete work. c. You must allow representatives from this office to make periodic visits to your worksite as deemed necessary to assure compliance with permit plans and conditions. The enclosed Notice of Authorization, ENG Form 4336, must be conspicuously displayed at your worksite. Sincerely, Terry R. Youngbluth Colonel, U.S. Army District Engineer Enclosures Copy Furnished with enclosures: Chief, Source Data Unit Mr. Larry Hardy NOAA/National Ocean Service National Marine Fisheries Service ATTN: Sharon Tear N/CS261 Pivers Island 1315 East-west Hwy., Rm 7316 Beaufort,North Carolina 28516 Silver Spring, MD 20910-3282 Mr. William L. Cox, Chief Copies Furnished with special conditions Wetlands Protection Section - Region IV and plans: Water Management Division U.S. Environmental Protection Agency U.S. Fish and Wildlife Service 61 Forsyth Street Fish and Wildlife Enhancement Atlanta, Georgia 30303 Post Office Box 33726 Raleigh, North Carolina 27636-3726 Mr. John Parker Division of Coastal Management North Carolina Department of Environment and Natural Resources Post Office Box 27687 Raleigh,North Carolina 27611-7687 SPECIAL CONDITIONS a. All work authorized by this permit must be performed in strict compliance with the attached plans, which are part of the permit. b. The permittee and its contractors and/or agents shall not excavate, fill, or perform landclearing at any time in the construction or maintenance of this project within waters and/or wetlands, except as authorized by this permit or any modification to this permit. There shall be no excavation from or waste disposal into jurisdictional wetlands or waters associated with this permit without appropriate modification of the permit. c. To ensure that all borrow and waste activities occur on high ground,except as authorized by this permit, the permittee shall require its contractors and/or agents to identify all areas to be used to borrow material, or to dispose of dredged, fill, or waste material. The permittee shall ensure that all such areas comply with Special Condition(b.) of this permit,and shall require and maintain documentation of the location and characteristics of all borrow and disposal sites associated with this project. This information will include data regarding soils, vegetation and hydrology sufficient to clearly demonstrate compliance with Special Condition(b.) above. All information will be available to the Corps of Engineers on request. d. The permittee shall require its contractors and/or agents to comply with the terms and conditions of this permit in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated with the construction or maintenance of this project with a copy of this permit. e. The mitigation work for marsh and non-riverine bottomland hardwoods wetlands will be undertaken at the Mashoes Road Mitigation Site(MRMS)pursuant to the plan entitled "Mitigation Plan, Mashoes Road Mitigation Site, Dare County, State Project No. 8T051401, TIP Project No. R-2551",dated October 1997,and pursuant to the additional commitments and additions in the correspondence dated December 18, 1997,from Mr. H. Franklin Vick(NCDOT) to Mr. Mike Bell (RG-W). The permittee shall incorporate the December 18, 1997, commitments into the final mitigation plan and provide this final plan to the Wilmington District, Corps of Engineers, no more than 30 days after the issuance date of this permit. The MRMS construction will begin no later than 90 days after construction activity in the wetlands portion of the permitted highway project commences. The construction and monitoring of the mitigation site will run concurrently with the construction of the highway project. The MRMS will be constructed and implemented to the extent necessary to restore 8.0 acres of previously affected palustrine forested wetlands,preserve 76.20 acres of palustrine forested wetlands, restore 13.10 acres of previously affected estuarine marsh wetlands,and preserve 122.90 acres of estuarine marsh wetlands,to the satisfaction of the Corps of Engineers. Any deviation from the mitigation site construction schedule must be approved by the Wilmington District, U.S. Army Corps of Engineers, Regulatory Division. f. Prior to the commencement of any compensatory mitigation work within the Mashoes Road mitigation site, the permittee shall conduct a soils boring test within the planting areas to determine the presence of unsuitable materials (trash. construction and woody debris, car bodies, asphalt,etc.)that may be buried within the mitigation site. The sampling strategy must be approved by the Corps of Engineers prior to implementation. g. Should unsuitable materials be determined to exist within the planting areas (within 36" of final target elevations), the permittee shall prepare a plan of action for the removal and disposal of all such material. This plan must be reviewed and approved by the United States Corps of Engineers prior to implementation. h. Prior to the commencement of any compensatory mitigation work within the Mashoes Road mitigation site, the permittee shall remove all woody and construction debris from the western end of the process pond for appropriate disposal within an upland disposal area. i. The mitigation work will also be undertaken at the Dismal Swamp Mitigation Site (DSMS) pursuant to the plan entitled, "Compensatory Mitigation Plan,N.C. Department of Transportation,US 17 Widening, Edenton to Hertford,Traffic Improvement Project(TIP): R-2208A, Chowan and Perquimans Counties,North Carolina",dated April 24, 1995, and will be commenced immediately,and implemented concurrently with all phases of construction activities authorized by this permit,to the extent necessary to construct, monitor and maintain 1.5 acres of riverine wetlands to the satisfaction of the Corps of Engineers. Any deviation from the mitigation site construction schedule must be approved by the Wilmington District, United States Army Corps of Engineers, Regulatory Division. j. The permittee shall identify and survey the acreage at the DSMS and the MRMS utilized to satisfy Special Conditions(e.)and(i.)above and provide a copy of the survey to the United States Army Corps of Engineers, Washington Regulatory Field Office,NCDOT Project Manager,within 30 days of the date of this permit. k. The MRMS will be transferred to the Alligator River National Wildlife Refuge upon completion of all monitoring activities and any necessary remedial work or by May 31,2005, whichever occurs first. Until the property has been conveyed to the Alligator River National Wildlife Refuge,NCDOT will maintain the site in the condition stipulated by the implementation of the mitigation plan. Prohibited activities within the mitigation areas (MRMS and DSMS) specifically include,but are not limited to, the construction or placement of buildings, signs, or any debris, waste or garbage; excavation, grading; dredging; leveling or other earth moving activity; cutting, removal or damage of any vegetation; any activity which would impact the -3- drainage or water quality on the site;except as required by the implementation of the mitigation plan, described in Special Conditions(e.)and (i.), above. 1. Special Condition (k.),above, runs with the land. The permittee shall not sell, lease, or otherwise convey any interest in the MRMS except to the Alligator River National Wildlife Refuge. m. The permittee shall contact the Corps of Engineers, Washington Regulatory Field Office NCDOT Regulatory Project Manager and provide him with the opportunity to attend the annual mitigation monitoring efforts. n. The permittee will submit the annual mitigation monitoring reports by December 31 of each monitoring year. o. The MRMS shall be constructed and planted by May 31, 1999. As-built reports for both mitigation areas shall submitted by August 31, 1999. p. The temporary haul road impacts shall not exceed 1.98 acres and clearing, not grubbing, shall be the method of vegetation removal, and earthen material shall be introduced only after geotechnical fabric has been installed. q. All fill and fabric associated with the temporary haul road shall be removed within 30 days of the completion of the project. All areas impacted by the temporary fill shall be restored to preconstruction elevations and contours. r. The wetland sites impacted by temporary haul roads shall be monitored to insure that native vegetation is colonizing. If the site has not achieved 80%areal coverage of native vegetation within one year of the date the fill material is removed,the applicant will plant the site with a mixture of species deemed appropriate by the Corps of Engineers. s. The permittee will require the contractor to utilize temporary bridge accesses during construction of the permanent bridge through estuarine marsh, as identified by a representative of the Washington Regulatory Field Office (COE), at the Croatan Sound approaches to minimize impacts to high quality ecosystems. t. Construction staging areas will not be situated in waters of the United States, including ; wetlands. -4- u. The temporary placement or double handling of excavated or fill materials within waters or wetlands is not authorized. v. All fill material will be clean and free of any pollutants except in trace quantities. w. All fill material will be immediately stabilized and maintained to prevent erosion and sedimentation into adjacent waters and/or wetlands. Fescue will not be planted within wetlands or any mitigation area. x. The permittee will maintain the authorized work in good condition and in conformance with the terms and conditions of this permit. The permittee is not relieved of this requirement if he abandons the permitted activity without having it transferred to a third party. y. The permittee will construct a storm drainage system to capture runoff over the wetlands. The design will be coordinated with the North Carolina Division of Water Quality. The collected storm water will be piped to large stilling basins to be located on high ground. z. An instream construction moratorium will be in effect from March 1 to September 30 at the Spencer Creek area to minimize impacts to fishery resources. The moratorium will include instream work at Spencer Creek and/or work in it's adjacent tributaries aa. In order to protect the West Indian Manatee,the permittee will implement the precautionary measures noted in the U.S. Fish and Wildlife paper entitled, "Precautions for General Construction in Areas Which May Be Used by the West Indian Manatee in North Carolina". In the event that a Manatee is observed during construction, a Section 7 consultation with the Service will be initiated to resolve concerns regarding this species. bb. The permittee will conduct surveys for Submerged Aquatic Vegetation(SAV)prior to the initiation of construction activities in the Croatan Sound. The surveys shall include a definitive underwater survey to map SAV populations at the bridging section of the project. This underwater survey will include measuring population density and species composition to establish a pre-construction community profile. The survey methodology will be coordinated with the National Marine Fisheries Service, the US Fish and Wildlife Service, and the North Carolina Coastal Resources Commission. cc. Within three months following completion of the SAV study described in Condition (bb.) above, the permittee shall convene a meeting with representatives of the NC Division of Coastal Management,NC Wildlife Resources Commission,NC Division of Marine Fisheries,NC -5- Division of Water Quality, US Army Corps of Engineers, US Fish and Wildlife Service and the National Marine Fisheries Service. This meeting will be for the purpose of assessing construction-related impacts to SAV habitat, and to determine an appropriate monitoring and mitigation strategy, including scheduling, to offset the loss of this habitat. The permittee shall carry out any and all mitigation requirements imposed by the Corps of Engineers resulting from this meeting. dd. The permittee shall implement the data recovery plan for historic archeological Site 31 DR76 before any construction activities begin. ee. Wet concrete shall not be allowed to contact the water in the Croatan Sound or it's tributaries. Water inside coffer dams of casings that has been in contact with wet concrete should only be returned to the sound or creek when it no longer poses a threat to aquatic organisms. ff. No attempt will be made by the permittee to prevent the full and free use by the public of all navigable waters at or adjacent to the authorized work. Use of the permitted activity must not interfere with the public's right to free navigation on all navigable waters of the United States. gg. All conditions of Section 401, Clean Water Act Certification No. 3139, issued by the North Carolina Division of Water Quality on November 20, 1997, are conditions of this permit. State of North Carolina 111 s, Department of Environment •r and Natural Resources Division of Coastal Management James B. Hunt, Jr., Governor NCDENR Wayne McDevitt, Secretary NORTH CAROUNA DEPARTMENT OF Roger Schecter, Director ENVIRONMENT AND NATURAL RESOURCES RECEIVED MEMORANDUM SEC 9 1997 COASTAL MANAGEMENT TO: John Parker, Jr. FROM: Lynn W. Mathis SUBJECT: Revised Recommendations NCDOT Major Permit Application for the Croatan Sound Bridge DATE: December 4, 1997 The plan as proposed will involve the loss of Coastal Wetlands west of Manns Harbor, due to the widening of US 64-264. According to 07H .0205(d) of the North Carolina Administrative Code (NCAC) unacceptable land uses in Coastal Wetlands may include, among other things, highways. I question whether the proposed wetland loss along US 64-264 is consistent with the NCAC. The bridge will cross coastal wetlands on the east and west side of the Croatan Sound. Except for the crutch bents, no filling will occur in the area of the bridge and a storm water drainage system will be incorporated into the bridge over coastal wetlands to reduce impacts. It appears that the bridge can meet the General Use Standards. Should the project be approved as proposed I would like to offer the following conditions: 1) To protect juvenile populations, no excavation or filling will be permitted between February 1st and October 31 st of any year without the prior approval of the Division of Coastal Management, in consultation with the Division of Marine Fisheries. 2) All fill material will be clean and free of any pollutants, except in trace quantities. Metal products, organic materials, or unsightly debris will not be used. 3) All backfill material will be obtained from a high ground source and confined behind the permitted bulkhead. 4) No marsh grass will be excavated and/or filled except as shown on the plans submitted. The temporary placement or double-handling of excavated or fill materials within waters or vegetated wetlands are not authorized. 5) No excavated or fill material will be placed at any time, in any marsh or surrounding waters, outside the alignment of the fill area indicated on the workplat(s). 6) All excavated materials will be confined above mean high water and landward of regularly or irregularly flooded marsh behind adequate dikes or other retaining structures to prevent a spill-over of solids into any marsh or surrounding waters not otherwise designated on the plans submitted. (Included in calculations) 7) The mitigation ratio for coastal wetland loss will be no less than 3:1, and may include no more than 1:1 in preservation. 8) The final design for the mitigation plan and final construction drawings with planting will be submitted for review and approval prior to beginning work on this project and will reflect number 7 and 8 above. 9) In order to protect water quality, runoff from the construction must not visibly increase the amount of suspended sediments in adjacent waters. 10) The applicant will submit a plan of action for the excavation, de-watering and removal of coastal wetlands west of Manns Harbor. 11) The applicant will submit a plan of action for the excavation, de-watering and removal of palustrine wetlands east of Manns Harbor (Plans may include using some of this material as fill at the proposed mitigation site). 12) The temporary work bridges will be removed within 90 days of the projects completion date and adjacent coastal wetlands restored. 13) The temporary haul road on the east side of the bridge will be the alternative shown on sheets 23A and 24A of the plans submitted. 14) A survey of submerged aquatic vegetation will be submitted for review and comment prior to the construction of the bridge. 15) NOTE: The permittee will maintain the authorized work in good condition and in conformance with the terms and conditions of this permit. The permittee is not relieved of this requirement if he abandons the project without having the permit transferred to a third- party. 16) NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This Plan must be filed at least thirty (30) days prior to the beginning of any land-disturbing activity. Submit this Plan to the Department of Environment, Health and Natural Resources, Land Quality Section. State of North CarolinaArFA Department of Environment and Natural Resources Division of Coastal Management James B. Hunt, Jr., Governor NCDENR Wayne McDevitt, Secretary RECEIV &/ REw- NORTH CAROLINA DEPARTMENT OF Roger Schecter, Director DEC 09 NVIRONMENT AND NATURAL RESOURCES 1997 MEMORANDUM: COASTAL MANAQE MPS TO: John Parker, DCM Permit Processing Coordinator FROM: John A. Thayer Jr. AICP NE DCM District Planne SUBJECT: Major Permit Request by NC DOT to: Construct Two Bridges, One Across Croatan Sound, the Second Across Spencer Creek; and to Widen, Reroute and Repave Roadway US 64-246 Between a Point 1.8 Miles West of Manns Harbor to the Intersection of US 64-264 and NC 345, South of Manteo, Dare County DATE: December 8, 1997 The project description is generally outlined above and expected impacts are summarized in Attachment#2, of the Bio Report. There are twelve impact sites identified in the Bio Report. Land Use Plan Consistency Determination: The project proposal is consistent with the Dare County 1994 Land Use Plan certified by the CRC on July 29, 1994. Which was used as the basis for this determination. Basis for Determinations: Since the CRC's 1994 certification, the County has processed an amendment, which they adopted on October 20, 1997. Due to the CRC not yet certifying the amendment it has no technical standing for making consistency determina- tions. The Federal government also must accept the amendment for it to be applicable in Federal related projects or funding. The amendment deleted policy associated with freshwater wetlands, more particularly dropping any reference to isolated wetland pockets. The project falls into three or four County Land Classification Map designations "Conservation", "Limited Conservation", "Community", and "Community Residential". Text in the Land Use Plan, recognizes areas within AEC's also qualify for the "Conservation" classification, except where fresh-water wetlands are involved having an area less than an acre in size. Such areas are classified as "Limited Conservation". NCDOT-Dare-Br. 12/08/97 Other applicable policy includes the following statements: Coastal Wetlands: Policy 2.1.2 (a) page 52. "Dare County advocates the use of existing state and federal regulatory programs as adequate measures for protecting and preserving coastal wetland areas of environmental concern." Estuarine Waters: Policy 2.1.2 (b) page 53 "Estuarine shoreline development should continue to be managed to protect and preserve the natural resources of the estuarine waters. In addition, development located in estuarine waters shall be water dependent, related to development on the estuarine shoreline, or an accessory use to a structure located on the estuarine shoreline." Public Trust Areas: Policy 2.1.2(c-1), page 54. "Dare County supports the preservation and protection of the publics right to access and use of the public trust areas and waters." Freshwater Swamps and Marshes: Policy 2.1.2 (d-1), page 60 "Dare County supports the CRC policy to mitigate losses of coastal resources for those projects shown to be in the public interest as defined by the standards in 15NCAC7M .0700 et. seq. And only after all other means of avoiding or minimizing such losses have been exhausted." Implementation Strategy 1. In instances when improvements to publicly owned or managed facilities conflict with freshwater wetlands protection programs, an alternative analysis should be conducted in an effort to avoid wetland loss or alteration. For projects which involve County-owned facilities or land, Dare County will conduct an alternatives analysis for these projects. However, should the analysis determine that there is no practicable alternative, a mitigation permit proposal shall be implemented. Mitigation activities and improvements designed as compensation for wetland loss occurring in Dare County shall be located, whenever possible, in Dare County and in proximity to the loss. Policy 2.1.2 (h-2), page 61 "Dare County supports the U.S. Army Corps of Engineers Nationwide Permit Program." Implementation: 1. As may be necessary to facilitate implementation of permit programs for wetland management. 2. Classify small pockets of isolated freshwater wetlands less than one contiguous acre in size as Limited Conservation. Page 2 • NCDOT-Dare-Br. 12/08/97 Federal and State Support: Policy 2.3.14-b., page 93 "State and Federally funded water and highway transportation projects shall receive the highest level of support, in light of their potential impact on public safety and the economic health of the area." Implementation Strategies: 2. The County will continue to support the proposal to construct a new bridge from Manns Harbor to the intersection of N.C. 345 and U.S. 64/264 on Roanoke Island. Summation: Of the policies above, I believe 2.1.2 (d-1), is the more equal or lead policy for the consistency determination. That policy provides for public projects, provided they are mitigated per 15 NC AC 7M .0700. Note that a consistent determination would also be applicable, if the County's October 1997 amendment policy were in effect. cc: Ray Sturza, Dare Co. PI. Director Page State of North Carolina< U �ti • ', • Department of Environment, Health and Natural Resources Division of Coastal Management James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Roger N. Schecter, Director 9�0 11 1213�p November 24, 1997 /\� fs co ♦ -, DEC 1997 co MEMORANDUM c\-1 RECEIVED Habitat Coinerualon �O Mr. les R. Fullwood, Jr., i TO: Wildlife rResources Commission o�6c>>oo,��'"02S-��� Attn: Habitat Conservation Program RECEIVED FROM: John Parker, Jr. DEC 1 Major Permits Processing Coordinator 1997 SUBJECT: CAMA/DREDGE & FILL Permit Application Review OASTAL MANAGEMENT APPLICANT: NC DOT PROJECT LOCATION: Intersection of US64/264 west of Manns Harbor, traveling through Manns Harbor and intersecting with US64/264 and NC345, south of Manteo. PROPOSED PROJECT: Improvements to US64/264 from a point 1.8 miles west of Manns Harbor to the intersection of US64/264 and NC345, south of Manteo. Please indicate below your agency's position or viewpoint on the proposed and return this form by December 15, 1997. If you have any questions regarding the proposed project,please contact John Parker at 733-2293. When appropriate, in-depth comments with supporting data are requested. REPLY This agency has no objection to the project as proposed. This agency has no comment on the proposed project, This agency approves of the project, only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached memo. Signed (La.t.-c-d Date /2 2g / 7? ? P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-2293 An Equal Opportunity Affirmative Action Employer 50% Recycled / 10% Post-Consumer racer 4 6 North Carolina Wildlife Resources Commission 0 512 N.Salisbury Street,Raleigh,North Carolina 27604-1188,919-733-3391 Charles R.Fullwood,Executive Director MEMORANDUM RECEIVED TO: John Parker, Jr. DEC 31 1997 Major Permits Processing Coordinator COASTAL MANAGEMENT Division of Coastal Management FROM: David Cox, Highway Project Coordi r Habitat Conservation Program DATE: December 29, 1997 SUBJECT: NCDOT improvements to US 62/264, from West of Manns Harbor to South of Manteo including a new crossing of Croatan Sound,Dare County,North Carolina. TIP No. R-2551A&B. We have reviewed the November 24, 1997 individual 404 permit application as well the information contained in the CAMA Dredge and Fill application regarding wetland impact totals, environmental commitments and proposed wetland mitigation. Our comments are provided in accordance with provisions of the Fish and Wildlife Coordination Act(48 Stat. 401, as amended; 16 U.S.C. 661 et. seq.) and the Coastal Area Management Act(G.S. 113A-100 through 113A- 128). We are satisfied with the wetland avoidance and minimization measures NCDOT has incorporated into the design of this project. We are also satisfied with the environmental commitments included in the Environmental Assessment and Finding of No Significant Impact. We continue to have concerns regarding the Mashoes Road Mitigation Site plan. Our concerns are as follows: 1. Monitoring of the site should continue for a length of five years(5) instead of the three years proposed in the plan. 2. Mitigation credits are to be derived from preservation of uplands and open water. We feel that no mitigation credit should come from the open water on the site. If natural upland areas exist that are providing biological functions(buffers, hummocks for wildlife)these areas should receive credit at a 20 to 1 ratio. 4 3. All mitigation activities should receive mitigation credits at the ratios recommended in the EPA guidelines. 4. If a littoral shelf is a desirable feature to be incorporated in the large borrow pit, one option to construct the shelf could be to excavate into the surrounding land. Although this may impact existing wetlands or may take away from the available restoration acreage, we would be willing to give some amount of mitigation credit to NCDOT for this feature. 5. If additional marsh restoration credit is needed for permit modifications, we suggest that NCDOT explore the potential for filling some of the large borrow pit to surrounding marsh elevation and planting with the appropriate marsh species. NCDOT is aware of these concerns and we understand that a letter responding to resource agency concerns over the Mashoes Road Site is forthcoming. If these issues are resolved in the subject letter, we have no objection to the issuance of the CAMA permits for this project. Thank you for the opportunity to comment on this permit application. If you have any concerns about our comments,please contact me at(919) 528-9886. cc: Cyndi Bell, DWQ,Raleigh Mike Bell, USACOE, Washington State of North Carolina 411617C4111111 Department of Environment and Natural Resources • Division of Marine Fisheries James B. Hunt, Jr., Governor Wayne McDevitt, Secretary NCDENR Preston P. Pate, Jr., Director NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES 20 November 1997 RECEIVED MEMORANDUM NOV 2 5 1997 TO: John Parker, Jr. COASTAL MANAGEMENT Major Permits Processing Coordinator FROM: P.A. Wojciechowski�i'( SUBJECT: CAMA/DREDGE AND FILL PERMIT NC DOT - Croatan Sound Bridge Attached is the Division's reply for the above referenced project. If you have any questions, please don't hesitate to contact me. PAW/bc permits\ad m i n\j pc ove r.l t r P.O. Box 769, Morehead City, North Carolina 28557-0769 Telephone 919-726-7021 FAX 919-726-0254 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper State of North Carolina Department of Environment, 461:147A Health, and Natural Resources Division of Coastal Management James B. Hunt, Jr., Governor [D 1 N N F. Wayne McDevitt, Secretary Roger N. Schecter, Director November 13, 1997 MEMORANDUM TO: Mr. Preston P. Pate, Jr., Director Division of Marine Fisheries FROM: John R. Parker, Jr. Major Permits Processing Coordinator SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: NC DOT - Croatan Sound Bridge Project Location: From a point west of Manns Harbor to the intersection of US64- 264/NC345 south of Manteo Proposed Project: Widening of US 64/264 from west of Manns Harbor to SR 1105; construction of a new 4/5-lane facility from SR 1105 to US 64-264/NC 345, including a new bridge with a maximum vertical clearance of 65' at the main channel. Please indicate below your agency's position or viewpoint on the proposed project and return this form by December 4, 1997. If you have any questions regarding the proposed project, please contact Lynn W. Mathis at (919) 264-3901. When appropriate, in-depth comments with supporting data is requested. REPLY This agency has no objection to the project as proposed. /This agency has no comment on the proposed project. V This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. Signed / Date / / } IR,EacoWn ON 1y0V 2 01997 1367 U.S.17 South,Elizabeth C' North Carolina 27909 �,O,,c�A 9a rtY� Telephone 919-264�901 FAX 919-264-3 iY� An Equal Opportunity Affirmative Acton Employer 50%recycled/10%post-consumer paper b , 1 . State of North Carolina Department of Environment and Natural Resources Division of Marine Fisheries .�..•-�..•R� James B. Hunt, Jr., Governor NcDENR: Wayne McDevitt, Secretary Preston P. Pate, Jr., Director r.c,un;c?ko'..w,Depem .ictir OP EMVONV4ME►T?Mil NxmuR,a&.REscA.Faces MEMORANDUM: TO: John R. Parker, Jr., DCM Major Permits Processing Coordinator THROUGH: P. A. Wojciechowski, Permit Coordinator FROM: Sara E. Winslow, ervisor Biologist Su g P iP SUBJECT: NC DOT - Croatan Sound Bridge DATE: 18 November 1997 The following comments by the North Carolina Division of Marine Fisheries are provided pursuant to General Statute 113-131. Croatan Sound and Spencers Creek function as nursery areas for spot, croaker, weakfish, spotted seatrout, red drum, flounder, blue crabs, shrimp and other commercially and recreationally important species. Striped bass, American shad,hickory shad, blueback herring, alewife and Atlantic sturgeon transverse the area on their spawning migrations to Albemarle Sound and its tributaries. The waters in the proposed project site are designated SA - open to shellfishing. Oyster resources are found through Croatan Sound. The Division expresses the following concerns with the proposed project: 1) The increase of turbidity levels along fill sites in Public Trust Waters and Estuarine Waters. As well as that associated with the sunken barges, and the Spencers Creek bridge replacement. Due to the importance of the area as a nursery, best management practices must be implemented. In some instances turbidity curtains maybe necessary. 2) This agency would request an in-water construction moratorium associated with the Spencer Creek bridge replacement. The moratorium time frame is 1 February - 30 June. This will ensure the environmental integrity of the area is protected during critical times of usage by the previously mentioned species. P.O. Box 769, Morehead City, North Carolina 28557-0769 Telephone 919-726-7021 FAX 919-726-0254 An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper • * 3) Concern is expressed with the loss and/or impacts to SAVs. NC DOT should conduct a SAV assessment prior to any construction and determine the amount of loss and/or impact. The application states this work has been completed and the report was due in October. This agency has not received the report. After construction a post survey should be completed and compensation made. 4) The Division expresses concern with the loss of approximately 12.33 acres of coastal wetlands. The importance of wetlands to fisheries production and water quality has been well documented. To compensate for the loss of these coastal wetlands the mitigation rate should be greater than 1:1. Coastal wetlands should receive a wetland mitigation ratio 3:1, as indicated for Palustrine wetland losses. This agency is also concerned with possible additional losses to coastal wetlands from the work bridge, due to the length of time it will be in place and its removal. Compaction will occur to the existing wetlands. Losses from these activities should be mitigated. The Division appreciates the opportunity to provide comments on this proposal. , State of North Carolina Department of Environment, Health and Natural Resources Affx?rirrA Division of Water Quality James B. Hunt, Jr., Governor Alimmimmift Wayne McDevitt, Secretary p E H N A. Preston Howard, Jr., P.E., Director November, 26, 1997 H. Franklin Vick P.E. Manager RECEIVED Planning&Environmental Branch NC DOT DEC 0 4 1997 PO Box 25201 Raleigh, NC 27611 COASTAL MANAGEMENT Dear Mr. Vick, Re: Certification Pursuant to Section 401 of the Federal Clean Water Act, Proposed New Croatan Sound Bridge/Manteo Bypass WQC Project#970856, COE#1997199502334 Dare County Attached hereto is a copy of Certification No. 3167 issued to the NC DOT dated November 20, 1997. If we can be of further assistance, do not hesitate to contact us. Since -ly, ' L , e. on Howard, Jr. P. . Attachments 3167.wqc cc: Wilmington District Corps of Engineers Corps of Engineers Washington Field Office Washington DWQ Regional Office Mr. John Dorney Mr. John Parker,Division of Coastal Management Central Files Division of Water Quality • Environmental Sciences Branch Enviro.Sciences Branch,4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX#733-9959 An Equal Opportunity Affirmative Action Employer • 50%recycled/10%post consumer paper JAN-15-'98 THU 09: 11 ID:PLANNING AND ENUIRON TEL NO: k28a1 c,2 • NORTH CAROLINA 401 WATER QUALITY CERTIFICATION THIS CERTIFICATION is issued e United States in conformit wand subjecguirements of Section t to the North Carolina 401 Public Laws 92-500 and 95-217 of Division of Water Quality (DWQ) Regulations in 15 NCAC 2H, Section .0500 to N. C. Department of Transportation on the resulting in day of October 19971d to onstruct the Mact in Dare e County pursuant to an application filed Bypass/New Croatan Sound Bridge. The application provides adequate assurance that the discharge of fill material into the waters of Currituck Sound and S�pl�pon of applicable r Creek in 'Water unction with �alithe proposed and development will not result in aNwill discharge guidelines. Therefore, the State of Carolinaorth 303c 306, 307 of FL 92-500ertifies that this and not violate the applicable portions of Sections 301, 302, PAL 95-217 if conducted in accordance with the application and conditions hereinafter set forth. This approval is only valid for the purpose and design that you submitted in your application, as described in the Public Notice or as modifiedo below, If you ochangeSince your project, you must notify us and you may be requiredmitigation may application.requires: total wetland fills for this project exceed one acre,compensatory to be valid, you as described in 15A NCAC 2H .0506 (h) (6) and (7). approval must follow the conditions listed below. In addition,projectushould dddgetng any other limited federal, state or local permits before you go ahead your o) Sediment and Erosion control, Coastal Stormwater, Non-discharge and Water Supply watershed regulations. Condition(s) of Certification: 1. Appropriate sediment and erosion control practices which equal or exceed those outlined in the most recent version of the 'North"North C�1SadSurface nt ts d Erosion Control Planning and Design Manual" or the N Manual" (available from the Division ofLand Resources races the o the DENR peRegional or Central Offices) shall be utilized toprevent iate turbidity water quality standard (50 NTUs in all fresh water streams and rivers designated as trout waters; 25 NTUs in all lakes and reservoirs, and all saltwate classes; and 10 NT'US in trout waters); be 2. All sediment and erosion control restored measures placed ivis on of Land Resourcetlands or waters es has removed and the natural grad released the project; 3. Post- construction monitoring Submerged gaAquatic �u sWetland intithe EcA�QNSI communities be conducted in accordance withtechniques permit application if mitigation is determined to be required. DWQ shall be involved in the negotiation of the mitigation plan. 4. Should waste or borrow sites be locatedwetlands,construction c tic ivi toos mitigation is required since it is a direct impact from 5. Measures shall be taken to prevent concrete live or fresh as hh concrete from coming into contact with waters of the state until th JAN-15-'98 THU 09: 13 ID:PLANNING AND ENUIRON TEL NO: ... 13801 _'= 6. Mitigation for wetland impacts shall be implemented at the Mashoes Road Mitigation Site(MRMS) and Dismal Swamp Mitigation Site (DSMS), as proposed in your permit application and the plans approved for these two sites. For accounting purposes, this Certification authorizes the fill of 12.30 acres of riparian wetlands and 7.62 acres of non-riparian wetlands, in the Pasquotank River and subbasin and 12.30 acres of riparian restoration at MRMS are required. You have also committed to debiting 1.5 acres of riparian restoration at DSMS to further compensate for impacts to 0.75 acre of riparian wetlands at Site 10. The 7.62 acres of non-riparian wetland impact shall be mitigated at MRMS. 7. We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate for impacts to naturalized canals, In accordance with 15A NCAC 2R. 0500, this contribution will Satisfy our compensatory mitigation requirements under 15A NCAC 2H. 0506(h). According to 15A NCAC 21-1. 0506(h), 515 feet of restoration will be required. Until the Wetland Restoration.Program recieves and clears your check(made payable to: DENR- WetlandsRestoration Program), stream fill shall not occur. Mr. Ron Ferrell should be contacted at 919-733-5083 ext. 358 if you have any questions concerning the WRP. You have one month from the date of this Certification to make this payment. For accounting purposes, this Certification authorizes the fill of 555 feet of streams in the Pasquotank River and subbasin and 555 feet of restoration are required. This would require a$69,375 contribution to the WRP. 8. Up to 1.99 acres of temporary fill in wetlands will be required to build haul roads. All temporary fill matenal must be removed from construction access areas, On May 27,1997,DWQ submitted a draft restoration policy for temporary impact areas to DOT, We anticipate sending this policy to Public Notice before the end of November 1997 and finalizing it prior to construction of this project. Restoration of temporary impact areas shall be conducted in accordance with the final version of this policy. Violations of any condition herein set forth shall result in revocation of this Certification and may result in criminal and/or civil penalties. This Certification shall become null and void unless the above conditions arc made conditions of the Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or CAMA permit If this Certification is unacceptable to you have the right to an adjudicatory hearing upon written request within sixty (60) days following receipt of this Certification. This request must be in the form of a written petition conforming to Chapter 150E of the North Carolina General Statutes and filed with the Office of Administrative Hearings.P,O. Box 27447, Raleigh, N.C. 27611-7447. If modifications are made to an original Certification, you have the right to an adjudicatory hearing on the modifications upon written request within sixty (60) days following receipt of the Certification. Unless such demands are made, this Certification shall be final and binding. this the 26th day of November 1997 DIVISIO► OF WATER QUALITY ---L.---Dif - • .n Howard, Jr, P. , WQC#0856 State of North Carolina • Department of Environment d"` 201� and Natural Resources ,� , 44.4:: Washington Regional Office '' 'I'iA "=tea,; James B. Hunt, Jr., Governor •�,�i* °` Wayne McDevitt, Secretary DIVISION OF WATER QUALITY January 15 , 1998 NC Department of TransportationR Attn: Mr. H. Franklin Vick JAN 2 0 1998 P.O. Box 25201 Raleigh, NC 27611 COASTAL MANAGEMENT Subject: Permit No. SW7971201 Croatan Sound Bridge Project High Density Stormwater Project Dare County Dear Mr. Vick: The Washington Regional Office received the completed Stormwater Application for the subject project on January 14 , 1998 . Staff review of the plans and specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7971201 dated January 15 , 1998 to the NC Department of Transportation. This permit shall be effective from the date of issuance until January 15 , 2008 and shall be subject to the conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit. Failure to establish an adequate system for operation and maintenance of the stormwater management system will result in future compliance problems. If any parts , requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty ( 30) days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes , and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447 . Unless such demands are made this permit shall be final and binding. 943 Washington Square Mall, Washington, North Carolina 27889 Telephone 919-946-6481 FAX 919-975-3716 An Equal Opportunity Affirmative Action Employer NC Department of Transportation January 15, 1998 Page Two If you have any questions, or need additional information concerning this matter, please contact Bill Moore at (919) 946- 6481 , extension 264 . Sincerely, Roger K. Thorpe Water Quality Supervisor Washington Regional Office cc: Rapdy Turner, NCDOT - Edenton 6hn Parker, DCM - Raleigh Dare County Inspections Washington Regional Office Central Files State Stormwater Management Systems Permit No. SW7971201 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY STATE STORMWATER MANAGEMENT PERMIT HIGH DENSITY DEVELOPMENT In accordance with the provisions of Article 21 of Chapter 143 , General Statutes of North Carolina as amended, and other applicable Laws , Rules, and Regulations PERMISSION IS HEREBY GRANTED TO NC Department of Transportation Dare County FOR THE construction, operation and maintenance of stormwater management systems in compliance with the provisions of 15A NCAC 2H. 1000 (hereafter referred to as the "stormwater rules" ) and the approved stormwater management plans and specifications and other supporting data as attached and on file with and approved by the Division of Water Quality and considered a part of this permit for ( 2) modified infiltration basins to serve the new Croatan Bridge Project located near Manns Harbor and Manteo, NC. This permit shall be effective from the date of issuance until January 15, 2008 and shall be subject to the following specified conditions and limitations: I. DESIGN STANDARDS 1 . This permit is effective only with respect to the nature and volume of stormwater described in the application and other supporting data. 2 . This stormwater system has been approved for the management of stormwater runoff as described on page 4 of this permit, the Project Data Sheet. 3 . Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the permit. By agreement with DOT officials, similar design modifications will be made for each of the infiltration basins. These modifications will be shown on the construction drawings and should be forwarded to the Mr. Bill Moore at the Washington Regional Office. 3 DIVISION OF WATER QUALITY PROJECT DATA Project Name: Croatan Sound Bridge Permit Number: SW7971201 Location: Dare County Applicant: NC DOT Mailing Address: P.O. Box 25201 Raleigh, NC 27611 Application Date: 12/18/97 ; original 1/14/98 ; complete Water Body Receiving Stormwater Runoff : Croatan Sound Classification of Water Body: SA Pond/Basin Depth: 5 . 6 feet East Basin 4 . 6 feet West Basin Total Site Area: 42 . 4 acres Bridge surface Total Impervious 3 . 63 acres East side Surfaces Treated: 2 . 91 acres West side Provided Surface Area : 4521 sf East Basin 4841 sf West Basin Required Storage Volume: 19 , 765 cf East Basin (based on 1 . 5 inch runoff) 15,682 cf West Basin Provided Storage Volume: 19 ,765 cf East Basin ( includes free storage & 15 ,682 cf West Basin estimated infiltration) Controlling Orifice: (2) subsurface drains installed in each basin at bottom elevation; ( 1) outlet structure to prevent overwashing dike 4 4 . No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any vegetative practices (such as swales) shown on the approved plans as part of the stormwater management system without submitting a revision to the permit and receiving approval from the Division. 5. The following items will require a modification to the permit: a. Any revision to the approved plans, regardless of size b. Project name change c. Transfer of ownership d. Redesign or addition to the approved amount of built-upon area e. Further subdivision of the project area. In addition, the Director may determine that other revisions to the project should require a modification to the permit. 6 . The Director may notify the permittee when the permitted site does not meet one or more of the minimum requirements of the permit. Within the time frame specified in the notice , the permittee shall submit a written time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies of revised plans and certification in writing to the Director that the changes have been made. II. SCHEDULE OF COMPLIANCE 1 . The permittee will comply with the following schedule for construction and maintenance of the stormwater management system. a. The stormwater management system shall be constructed in its entirety, vegetated and operational for its intended use prior to the construction of any built-upon surfaces except roads. b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired immediately. 2 . The facilities must be properly maintained and operated at all times. The approved Operation and Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals. 3 . The permittee shall at all times provide the operation and maintenance necessary to assure the permitted stormwater system functions at optimum efficiency including, but not limited to: 5 a. Semiannual scheduled inspections (every 6 months) b. Sediment removal c. Mowing and revegetation of side slopes d. Immediate repair of eroded areas e. Maintenance of side slopes in accordance with approved plans and specifications f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping. 4. Records of maintenance activities must be kept and made available upon request to authorized personnel of DWQ. The records will indicate the date, activity, name of person performing the work and what actions were taken. 5. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 6. Upon completion of construction and prior to operation of this permitted facility, a certification must be received from an appropriate designer for the system installed certifying that the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other supporting documentation. Mail the Certification to the Washington Regional Office, 943 Washington Square Mall , Washington, North Carolina, 27889, attention Division of Water Quality. 7 . A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of five years from the date of the completion of construction. III. GENERAL CONDITIONS 1 . This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality accompanied by an application fee, documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. 2 . Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6(a) to 143-215.6(c) . 3 . The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances which may be imposed by other government agencies ( local , state, and federal) which have jurisdiction. 6 4 . In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement stormwater management systems. 5. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit modification, revocation and reissuance or termination does not stay any permit condition. Permit issued this the 15 th day of January, 1998. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION r A. Preston Howard, Jr. , P.E. , Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number SW7971201 7 NC DOT - Croatan Bridge Project Dare County Stormwater Permit No. SW7971201 Designer's Certification I , , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the project, (Project) for _ (Project Owner) hereby state that to the best of my abilities, due care and diligence was used in the observation of the project construction such that the construction was observed to be built within substantial compliance and intent of the approved plans and specifications. Signature Registration Number Date 8 r State of North Carolina Department of Environment, ( • Health, and Natural Resources �' Division of Coastal Management r�� James B. Hunt, Jr., Governor 1--1 N 1=1. Wayne McDevitt, Secretary Roger N. Schecter, Director RECEIVED WASHINGTiiN OFF►CE NOV 1 4 1997 November 13, 1997 D. E. M. MEMORANDUM RECEIVED TO: Mr. Charles Gardner, Director Division of Land Resources DEC p 199� FROM: John R. Parker, Jr. COASTAL MgNAGEME Major Permits Processing Coordinator NT SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: NC DOT - Croatan Sound Bridge Project Location: From a point west of Manns Harbor to the intersection of US 64- 264/NC 345 south of Manteo Proposed Project: Widening of US 64/264 from west of Manna Harbor to SR 1105; construction of a new 4/5-lane facility from SR 1105 to US 64-264/NC 345, including a new bridge with a maximum vertical clearance of 65' at the main channel. Please indicate below your agency's position or viewpoint on the proposed project and return this form by December 4, 1997. If you have any questions regarding the proposed project, please contact Lynn W. Mathis at (919) 264-3901. When appropriate, in-depth comments with supporting data is requested. REPLY This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the tached c nts. Signed io/' Date 7 1367 U.S.17 South,Efaabeth City,North Carolina 27909 Telephone 919.264-3901 FAX 91 a-264-3723 An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper DIVISION OF LAND RESOURCES LAND QUALITY SECTION .e6' / 9 7 MEMORANDUM TO: John R. Parker, Jr.!.... Major Permits Processing Section Division of Coastal Management FROM: Patrick H. McClain Assistant Land Quality Regional Engineer Washington Regional Office SUBJECT: ff / 7 22 9 /This office will require that: 1. The area be properly graded. ' 2 . A permanent ground cover sufficient to restrain erosion be provided on all exposed areas within the shorter of 30 working or 120 calendar days after project comple- t i on. i� f/,q A Qu,9 /77 VV-'/7F,� zO-.ins /5 ��/S ���/�ECi✓cry, - 3 . The exterior slopes of the disposal area dikes be at an angle no steeper than 1 1/2 H: 1 V. 4. Appropriate erosion and sedimentation control devices, measures, or structures be used to •p:event sediment from entering the adjacent wetlands/watercourses/ property (e.g. , silt fence', diversion swales/berms, sand fence, etc. ) . . A ground cover sufficient to restrain erosion be . provided within 30 working 'days .of completion of ''any phase of grading on cut or filled slopes 6. An erosion and sedimentation' control plan be submitted at least 30 days prior to initiation 'ofland-disturbing activities. • 7. Additional information concerning- the area -ofrthe land- ward disturbance be submitted to determine- if an. erosion control plan is required. (/ 8. Other: /t(z 7141./? 7,c- S' .r�S/ - ' .S7P z c veer CTyP e_2). 'State of North Carolina • Department of Environment, 4 Health and Natural Resources v Division of Coastal Management FR. James B. Hunt, Jr., Governor NI Wayne McDevitt, Secretary _ Roger N. Schecter, Director RECEIVED November 24, 1997 DEC 10 1997 COASTAL M E MEMORANDUM 1 UU11 TO: Ms. Linda Sewall, Director '�' ./ 2S 6 /997 Division of Environmental Health SHELLFISH A NITATioN FROM: John Parker, Jr. Major Permits Processing Coordinator SUBJECT: CAMA/DREDGE & FILL Permit Application Review APPLICANT: NC DOT PROJECT LOCATION: Intersection of US64/264 traveling through Maims Harbor & intersecting w/US64/264 &NC345, south of Manteo. PROPOSED PROJECT: Improvements to US64/264 from a point 1.8 miles west of Maims Harbor to the intersection of US64-264 and NC345, south of Manteo. Please indicate below your agency's position or viewpoint on the proposed project and return this form by December 15, 1997. If you have any questions regarding the proposed project,please contact John Parker at 733-2293. When appropriate, in-depth comments with supporting data are requested. REPLY This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project, only if the recommended chaiJges are - incorporated. `See attached. tiG� & 1 This agency objects to the project for reasons des r'bed in the attached comments. . �. 4 G CS sAc SignedDate J i , .N a �aS /2/ /Z7 P.O. Box 27687, Raleigh, North Carolina 27611-7687 Teicohone 91 9-732-2293 An Equal Opportunity Affirmative Action Employer 50% Recycled/ 1C% Post-Consumer Pacer GENERAL COMMENTS The applicant should be advised that plans and specifications for all water system improvements must be approved by the Division of Environmental Health prior to the award of a contract or the initiation of construction i required by 15A NCAC 18C 0.0300 et. seq.). For information, contact the Public Water Supply Section, (919)7 ,- 2460. This project will be classified as a non-community public water supply and must comply with state and federal drinking water monitoring requirements. For more information, the applicant should contact the Public Water Supply Section, (919)733-2321. If this project is constructed as proposed, we will recommend closure of adjacent waters to the harvest of shellfish For information regarding the shellfish sanitation program, the applicant should contact the Shellfish Sanitation /Section, (919)726-6827. v Cumulative impacts from this p type of project could cause deterioration in water quality. The proposed project would increase impervious surfaces and alter natural drainage patterns. There would be a loss of natural vegetation causing an increase in stormwater runoff which could jeopardize the open status of adjacent water. For more information, the applicant should contact the Shellfish Sanitation Section at (919)726-6827. The subject project is located in an area open to shellfish harvesting. The 10-slip dock, as proposed, would ncr cause closure in accordance with 15A NCAC 18A MARINAS: DOCKING FACILITIES: OTHER MOORING AREAS; however, dockage at the facility could exceed 10 boats. If this was to occur, closure would be recommendec r accordance with DEH rules. For information regarding shellfish sanitation, the applicant should contact the She :t Sanitation Section at (919)726-6827. Proliferation of these type facilities could cause deterioration in water quality and consequently additional closure of shellfishing waters. For more information, the applicant should contact the Shellfish Sanitation Section at (919)726-6827. The spoil disposal area(s) proposed for this project may produce a mosquito breeding problem. For informatics concerning appropriate mosquito breeding measure, the applicant should contact the Public Health Pest Management Section at (919)726-8970. The applicant should also contact with Mosquito Control in County at . This is a mosquito breeding area. Construction plans and operations should include awareness of this. The applicant should contact the Public Health Pest Management at (919)726-8970 for a site visit or information to -.e prevent the creation of more mosquito habitat. The applicant should contact with Mosquito Control in County at . The applicant should be advised that this area is a mosquito infested habitat. Mosquito control will be a probler- The applicant should be advised that prior to the removal or demolition of dilapidated structures, an extensive rodent control program may be necessary in order to prevent the migration of rodents to adjacent areas. For information concerning rodent control, contact the local health department or the Public Health Pest Manager-,e Section, (919)733-6407. The applicant should be advised to contact the local health department regarding their requirements for septic tank installations (as required under 15A NCAC 18A .1900 et.seq.). For information concerning septic tank and other on-site waste disposal methods, contact the On-Site Wastewater Section at (919)733-2895. The applicant should be advised to contact the local health department regarding the sanitary facilities require this project. The applic t should work with the local health department to assure that plans for the food service establishme- are appr prior to c n r ' n. . Reviewer: Date: 12/ ( / 7 State of North Carolina, ==T `, Department of Environment, 4 i e Health and Natural Resources Division of Coastal Management Jame s B. Hunt, Jr., Governor n FA Ni F . Wayne McDevitt, Secretary Roger N. Schecter, Director November 24, 1997 RECEIVED MEMORANDUM DEC 0 3 1997 TO: Mr. Larry R. Goode, Phd., P.E. COASTAL MANAGEMENT Highway Administrator Division of Highways FROM: John Parker, Jr. Major Permits Processing Coordinator SUBJECT: CAMA/DREDGE & FILL Permit Application Review APPLICANT: NC DOT PROJECT LOCATION: Intersection of US64/264 west of Maims Harbor-and traveling through Manes Harbor and intersecting w/US64/264 and NC345, south of Manteo. PROPOSED PROJECT: Improvements to US64/264 from a point 1.8 miles west of Maims Harbor to the intersection of US64/264 and NC345, south of Manteo. Please indicate below your agency's position or viewpoint on the proposed project and return this form by December 15, 1997. If you have any questions regarding the proposed project, please contact John Parker at 733-2293. When appropriate, in-depth comments with supporting data are requested. REPLY This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project, only if the recommended changes are incorporated. See attached. This age y o ec the project for reasons described in the attached comments. Signed 0 Date / /l P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-2293 An Equal Opportunity Affirmative Action Employer 50% Recycled/ 10% Post-Consumer Pacer State of North Carolina Department of Environment, 4 a Health, and Natural Resources ' Division of Coastal Management James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Roger N. Schecter, Director November 13, 1997 RECEIVED NOV 1 8 1997 MEMORANDUM COASTAL MANAGEMENT TO: Mr. William A. McNeil, Director Division of Community Assistance FROM: John R. Parker, Jr. Major Permits Processing Coordinator SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: NC DOT - Croatan Sound Bridge Project Location: From a point west of Manna Harbor to the intersection of US 64- 264/NC 345 south of Manteo. Proposed Project: Widening of US 64/264 from west of Manns Harbor to SR 1105; construction of a new 4/5-lane facility from SR 1105 to US 64-264/NC 345, including a new bridge with a maximum vertical clearance of 65' at the main channel. Please indicate below your agency's position or viewpoint on the proposed project and return this form by December 4, 1997. If you have any questions regarding the proposed project, please contact Lynn W. Mathis at (919) 264-3901. When appropriate, in-depth comments with supporting data is requested. REPLY This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the ched comments. Signed Date l it I ( ) q1 1367 J.S.17 South,Elizabeth City,North Carolina 27909 Telephone 919-264-3901 FAX 919-264-3723 An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper . State of North .Carolina Department of Environment, Health and Natural Resources Division of Coastal Management James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Roger N. Schecter, Director November 24, 1997 RECEIVED MEMORANDUM DEC 1 7 1997 TO: Ms. Renee Gledhill-Early COASTAL MANAGEMENT Environmental Review Coordinator Division of Archives and History FROM: John Parker, Jr. Major Permits Processing Coordinator SUBJECT: CAMA/DREDGE & FILL Permit Application Review APPLICANT: NC DOT PROJECT LOCATION: Intersection of US64/264 west of Manns Harbor, traveling through Maims Harbor and intersecting w/US64/264 and NC345, south of Manteo. PROPOSED PROJECT: Improvements to US64/264 from a point 1.8 miles west of Maims Harbor to the intersection of US64/264 and NC345, south of Manteo. Please indicate below your agency's position or viewpoint on the proposed project and return this form by December 15, 1997. If you have any questions regarding the proposed project, please contact John Parker at 733-2293 when appropriate, in-depth comments with supporting data are requested. REPLY This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project, only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. Signed Date ( 2/A47 P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-2293 An Equal Opportunity Affirmative Action Employer 50% Recycled/ 10%Post-Consumer racer • State of North Carolina t • Department of Environment, 4i a Health and Natural Resources Division of Coastal Management FR. Jame s B. Hunt, Jr., Governor 1 NI Wayne McDevitt, Secretary Roger N. Schecter, Director November 24, 1997 RECEIVED DEC 171997 MEMORANDUM COASTAL MANAGEMENT TO: Mr. Joseph H. Henderson, Director State Property Office Department of Administration FROM: John Parker, Jr. Major Permits Processing Coordinator SUBJECT: CAMA/DREDGE & FILL Permit Application Review APPLICANT: NC DOT PROJECT LOCATION: Intersection of US64/264 west of Mans Harbor, traveling through Maims Harbor and intersecting with US64/264 and NC345, south of Manteo. PROPOSED PROJECT: Improvements to US64/264 from a point 1.8 miles west of Maims Harbor to the intersection of US64/264 and NC345, south of Manteo. Plesase indicate below your agency's position or viewpoint on the proposed project and return this form by December 15, 1997. If you have any questions regarding the proposed project, please contact John Parker at 733-2293 when appropriate, in-depth comments with supporting data are requested. REPLY This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project, only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. Signed b_)( Date 1 '2 P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-2293 An Equal Opportunity Affirmative Action Employer 50% Recycled /10%Post-Consumer Pacer State of North Carolina ' -w-`` 'r� v Department of Environment, 4 Health and Natural Resources Division of Coastal Management Aillimignmign. Ames 1--1 James B. Hunt, Jr., Governor E NJ R Wayne McDevitt, Secretary Roger N. Schecter, Director November 24, 1997 cCfC MEMORANDUM NOV 24 1997 PGEM��1��OIf OF* TB RI�O1 TO: Mr. John Sutherland, Chief Pg�t��MAN Water Planning Section vp . Division of Water Resources FROM: John Parker, Jr. Major Permits Processing Coordinator SUBJECT: CAMA/DREDGE & FILL Permit Application Review APPLICANT: NC DOT PROJECT LOCATION: Intersection of US64/264 west of Manns Harbor, traveling through Maims Harbor and intersecting with US64/264 and NC345, south of Manteo. PROPOSED PROJECT: Improvements to US64/264 from a point 1.8 miles west of Manns Harbor to the intersection of US64/264 and NC345, south of Manteo. Please indicate below your agency's position or viewpoint on the proposed project and return this form by December 15, 1997. If you have any questions regarding the proposed project, please contact John Parker at 733-2293. When appropriate, in-depth comments with supporting data are requested. REPLY This agency has no objection to the project as proposed. /t This agency has no comment on the proposed project. This agency approves of the project, only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. Signed )41"-- Date #ir P.O. Box 27687, Raleigh, North Carolina 27611-7687 Teieohone 919-733-2293 An Equal Opportunity Affirmative Action Employer 50% Recycled/ 10%Post-Consumer Pacer JAN-13—'98 TUE 16:41 ID:PLANNING AND ENUIRON TEL NO: 2479z (erfr-tus, STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AR[.AND�. aARR�Tr JR. JAMES B. HUNT JR. DIVISION OF HIGHWAYSSECRETARY P.O.Box 850 Edenton,NC 27932 GOVERNOR Division Onc Office January 12, 1998 Mr. William Moore, Environmental Engineer N. C. Department of Environment and Natural Resources Pivlsion of Water Quality Washington Regional Office 943 Washington Square Mall Washington, North Carolina 27889 Dear Mr. Moore: SUBJECT: Stormwater Management for the Proposed Manteo Bypass, R-2551 in a phone conversation this morning, you requested information on the soils and groundwater table at the sites of the pr npos Harbor Gnat r Roanoke to be located near the bridge end-bents at island. Manes Harbor Site As I reported to you, the soils at the Manes Harbor stormwater basin site are mapped as Leon fine sand. The NCDOT Geotechnlcai Unit determifed that the groundwater table iS located approximately flne 0, 5 tder is be1oW he surface. The published permeability of t eon inches/hour in the upper two feet of soil, and 0.6-6.0 inches/hour from 2-0 feet below the surface. Flooding is rare and the published permeability is considered moderate to rapid. Roanoke island Site The soils at the Roanoke Island stormwate ia basinl site it Bete mlppddtas Icaria the loamy fine sand. The NCDOT Geotechn the groundwater table Is located approximately0.5 sanders 0 r low {nCh S/hvu. The published permeability of Icarla loamy fine in the upper foot, 0.6-2.0 inches/hour In e nexti soulnches Is rarely f ooded and 6.0 Inches/hour down to the 6-foot depth. the published permeability is considered moderate. Please note that the proposed underdra1eIhateleavester pe, which are the effluent buried only 3" below natural ground evatlon, Tdelivery well above the normal ground water table. Phone: (919)482-7977 Fax: (919)482-3826 E-mail: mRurnerU,-,- JAN-13-'98 TUE 16:42 ID:PLANNING AND ENUIRON TEL NO: i2794 P03 Page 2 January 12, 1998 W.J. Moore Please be aware that there were no options on to thee sitingures ocated that f the two stormwater basins. Section 404 and Sec the basins must be located in upland landscapes. These sites were the onlv uplands within proximity to the bridge. Please call me Immediately If you require lonal management Information. permlt to requested that you fax a ofcopy the stormwater 733-1 the DiVision of Coastal Management (Attn: Doug u are Huggett) at (919) minded that 495 and to this office at the earliest opportunity. tne CAMA permit cannot be issued until the storrnwater Coast Guard cannot Issue th+✓nt �r has been issued. Furthermore, the U.S. bridge permit until the CAMA permit eb uar has een ssued. The the permits,pnocludin9 is scheduled to be let to construction Y and pertinent conditions must be mailed to prospective bidders well in advance of the letting. Your cooperation will be most appreciated. Sincerely, M. Randall Turner,nmenion tal B ani h Dlvesloni oneOfficer Planning & En o cc: Marshall Clawson, P.E., Hydraulics Unit, NCDOT Dean Argenbright, Geotechnical Unit Doug Huggett, Division of Coastal Management D. R. Conner, P.E., Division one, NCDOT 1 i-_ ,St .�\ DEPARTMENT OF THE ARMY �` .i., '`F', a. '\Z WILMINGTON DISTRICT,CORPS OF ENGINEERS '`s° v °c �': W � z1M._�— — » 50 G '"'q1p,-�� ),, P.O. BOX 1890 = ay 7�l ^ a1mrvE!9Ntx A any """� WILMINGTON, NORTH CAROLINA 28402-1890 P \. = 4 N,1 ,,,,,sof REPLY TO January 5. 1998 rf��bt.�,i,K,t``—.. ATTENTION OF Regulatory Division Action ID No. 199502334 Mr. H. Franklin Vick. P.E. Planning and Environmental Branch North Carolina Department of Transportation Post Office Box 25201 Raleigh,North Carolina 27611-5201 Dear Mr. Vick: Reference your application for Department of Army (DA) authorization to fill 13.22 acres of Section 404 wetlands, mechanize land clear 3.83 acres of Section 404 wetlands, drain 2.79 acres of Section 404 wetlands, and fill 0.05 acres of open waters of the United States adjacent to the Croatan Sound, Spencer's Creek and unnamed tributaries. The project purpose is to widen approximately 10 miles of US 64-264, including constructing a new bridge over the Croatan Sound and adjacent marshes, from US.64-264 west of Manns Harbor to NC 345 south of Manteo, in Dare County, North Carolina (TIP No. R-2551, Federal Aid Project No? NHF-64(6), State Project No. 8T051401). By letters dated November 24, December 22, and December 29, 1997, we received comments from the US Environmental Protection Agency, the US Fish and Wildlife Service, and the North Carolina Wildlife Resources Commission. It is the policy of the Department of the Army to provide an applicant the opportunity to furnish a proposed resolution or rebuttal to all objections from government agencies and other substantive adverse comments before a final decision is made on a proposed project. In this regard, I would appreciate receiving any comments that you have on this matter. If you intend to comment,please give your immediate attention to this matter; so processing of your permit can be expedited. • RECEIVED JAN 13 1998 -2- COASTAL MANAGEMENT Thank you for your time and cooperation. Should you have any questions, you may contact me at our Washington Regulatory Field Office, telephone (919) 975-1616, ext. 26. Sincerely, Michael F. Bell, P.W.S. Regulatory Project Manager Enclosures Copy Furnished(with enclosures): Mr. Randall Turner NCDOT Division I Environmental Officer 113 Airport Drive Suite 100 PO Box 850 Edenton,North Carolina 27932 Copies Furnished (without enclosures): Mr. John Parker vision of Coastal Management ✓North Carolina Department of Environment, Health and Natural Resources Post Office Box 27687 Raleigh,North Carolina 27611-7687 Mr. Larry Hardy National Marine Fisheries Service Pivers Island Beaufort,North Carolina 28516 • • -3- Mr. John Hefner U.S. Fish and Wildlife Service Fish and Wildlife Enhancement Post Office Box 33726 Raleigh,North Carolina 27636-3726 Mr. Thomas Welborn, Chief Wetlands Regulatory Section - Region IV Wetlands, Oceans and Watersheds Branch U.S. Environmental Protection Agency Atlanta Federal Center 100 Alabama Street, SW Atlanta, Georgia 30303 Mr. David Cox Post Office Box 118 Northside,North Carolina 27564 Mr. Nicholas L. Graf Federal Highway Administration 310 New Bern Avenue, Suite 410 Raleigh,North Carolina 27601 _,ENT OF United States Department of the Interior o - m FISH AND WILDLIFE SERVICE Raleigh Field Office 0 Post Office Box 33726 qR 1 Raleigh,North Carolina 27636-37 26 RECEIVED JAN 02 1998 December 22, 1997 COASTAL MANAGEMENT Colonel Terry R. Youngbluth District Engineer, Wilmington District U.S. Army Corps of Engineers Post Office Box 1890 Wilmington, North Carolina 28402-1890 Attention: Mike Bell Dear Colonel Youngbluth: The U.S. Fish and Wildlife Service (Service) has reviewed Action No. 199502334 (TIP No. R- 2551). The applicant, the North Carolina Department of Transportation,proposes to improve U.S. 64-264 from their juncture west of Manns Harbor to south of Manteo, at NC 345. The project is located in Dare County,North Carolina, and crosses Croatan Sound. A new bridge over the sound is proposed, and the improved road will cross Spencer's Creek and other unnamed tributary streams. The bridge will transect some submerged aquatic vegetation (SAV). The proposed activities will fill 13.2 acres of jurisdictional wetlands and less than 0.1 acres of open water/benthic habitat, will destroy by draining 2.8 acres and by mechanized landclearing 3.8 acres of jurisdictional wetlands. This represents 12.3 acres of estuarine emergent and 7.6 acres of palustrine (scrub-shrub and forested) wetlands. The extent of SAV and benthic habitat which will be directly and indirectly degraded or otherwise lost to fish and wildlife resources is not known at this time. Restoration at the Mashoes Road Mitigation Site is proposed at a 1:1 ratio (with additional preservation), and, for riverine habitat, at the Dismal Swamp Mitigation Site. The proposed activities have been"fast tracked"per the Governor's instructions (Charles Cox, personal comm., October 24, 1995), limiting alternatives analysis. This is the report of the Service submitted pursuant to, and in accordance with, provisions of the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et seq.) and the Endangered Species Act of 1973 (87 Stat. 884, as amended; 16 U.S.C. 1531 et seq.). Our previous comments and unresolved concerns are incorporated by reference ( see our March 3, and September 30, 1997 letters, for example). The Service has outstanding concerns, primarily related to the predicted impacts to SAV and the justification for filling jurisdictional wetlands. In light of the applicant's political requirement to expedite construction, and the fact that the bulk of our concerns are procedural, we do not oppose the issuance of a permit which would allow work to proceed. Such a permit should contain Special Conditions which would (1) leave the applicant some flexibility in bridge designs (to • restore the channel cross section at Spencer Creek and to minimize direct impacts to SAV), (2) to protect Federally-listed species, and (3) to cooperatively design and implement a study of the environmental impacts the new bridge will have on SAV and SAV-dependent communities in space and time. Further, we support use of the proposed Mashoes Road Mitigation Site, although provisions to protect the site's water rights in perpetuity should be made. We will, however, seek to address the procedural issues pursuant to the December 21, 1992 revised Clean Water Act § 404(q) Memorandum of Agreement between the Departments of the Army and Interior. Our major procedural concerns are that (1) the stated purpose and needs are non-water dependent (scope of analysis), and are inconsistent and/or contradicted by the applicant's actions in other, non-regulatory arenas, (2) the proposed activities will foster development which is adverse to fish and wildlife resources and habitat(cumulative effects), and(3) improving access to coastal barrier islands violates the spirit, if not the letter, of Executive Order 11988 (floodplain development) and the goals outlined in Sharing the Challenge: Floodplain Management into the 21st Century (1994). The concerns we have relative to fish and wildlife can be addressed with further avoidance or minimization as practicable at stream crossings and over the SAV in Croatan Sound. SAV habitat in North Carolina is extremely valuable to fish and wildlife resources. We are in the process of designating SAV Resource Category One in certain geographic areas, including Croatan Sound. This designation indicates that SAV is an aquatic habitat of national importance and that the Service opposes any loss or degradation of it's ecological integrity. We strongly oppose the loss of SAV for non-water dependent purposes. Our July 30. 1997 letter to the applicant's point of contact (Mr. Frank Vick) provided our concurrence that, based on the available information, the proposed activities are unlikely to adversely affect Federally-listed threatened or endangered species. In addition, Transportation Act § 4(f) issues with the Alligator River National Wildlife Refuge have been resolved. Scope of Analysis The purpose and need for the improvements are "to improve traffic flow and enhance safety, particularly during emergency hurricane evacuation events which occur during peak tourist seasons." This is clearly a non-water dependent purpose. The Governor of North Carolina has the legal ability to order a mandatory evacuation of flood prone or other areas threatened by coastal storms. There is no legal constraint which would preclude ordering such a mandatory evacuation in a timely manner. Further, allowing the use of privately owned vehicles during any portion of an evacuation is not necessary. Public transport, including emergency vehicles, school buses, and National Guard trucks, can be used to evacuate tourists and residents at the discretion of the Governor and local government officials. • We note that areas such as southeast Florida openly acknowledge that there are not enough lanes nor transportation available to evacuate the residents in the event of a large hurricane making landfall in populated areas. Concurrent with development of the subject proposal, and contradicting the stated purpose, the applicant is facilitating development for additional residences, both residential and tourist, in locations such as Buxton. Buxton is routinely isolated by breaches in NC 12 when overwash, a natural and expected event, occurs. We submit that the ability to safely and effectively evacuate the barrier island population must not be an important consideration if the applicant is actively seeking means to increase the number of people in high risk areas. Hurricane evacuation is not water dependent, and the applicant's present actions demonstrate to our satisfaction that the implied inability to conduct an evacuation is not serious enough to warrant curtailing new road planning in areas subject to imminent development. We believe that hurricane evacuation is not a legitimate purpose or need for the subject activities. Further, improved traffic flow and other safety issues are also non-water dependant. It is our opinion that the Outer Banks is the most suitable location in North Carolina for mass transit. One road,NC 12, runs from Hatteras to Currituck. No residential structures are located more than a few hundred yards from this road. As stated above, the applicant's facilitation of additional roads to support additional residential and tourist development appears to contradict the implicit assumption that traffic does not currently flow smoothly. If the traffic problems are based on projected growth, the applicant can remedy anticipated problems by not facilitating that growth; if the problems are based on current issues, the applicant is exasperating traffic congestion with it's own policies and actions. The environment should not be degraded, nor wetlands impacted in lieu of policy corrections by the applicant. Non-structural alternatives such as mass transit, or curtailing contradictory transportation policies, can resolve traffic flow and safety issues without adversely effecting aquatic ecosystems. It remains a concern to the Service that most urban area bypass projects in North Carolina are unnecessary. Traffic flow problems could be resolved by purchasing and restricting access easements along existing thoroughfares. It is unreasonable to degrade or destroy fish and wildlife habitat with Federally-funded highway bypass projects because local and state planners choose not to zone development in a manner consistent with existing infrastructure. Eliminating excessive access to the current US 64-264 through Manteo would provide a non-structural solution to the purpose and need, yet would minimize the need to fill or degrade jurisdictional wetlands. Improved traffic flow and enhanced safety are non-water dependant activities and can be achieved in a non-structural manner using the same federal funds (the Intermodal Surface Transportation Efficiency Act) without the proposed wetland filling activities. Cumulative Impacts It is important that any secondary development facilitated by the proposed activities should be identified. Secondary impacts to wetland habitats ought to be subjected to the same sequencing of avoid, minimize, and mitigate as primary impacts. We have identified development of the mixed upland and wetland land parcels as a major concern. Since the applicant has not addressed the issue, we recommend the subject permit contain measures which limit to zero the number of additional tie-ins to applicant-managed roadways within one half mile of the terminus of the proposed activities. It is our opinion that such a measure will protect what remains of the ecological integrity of the affected areas, and, simultaneously protect private property rights. Although roads are a form of government subsidy, not making that subsidy available should not reduce the value or available uses of private property. We are also concerned about the changes in hydraulics which will result from the bridge piling placement. Placement and span can change current velocities and vectors, causing unpredicted scour or deposition. These changes in hydraulics affect habitat quality and the relative safety and timeliness of passage by waterborne fish and wildlife. Although significant development is occurring on Roanoke Island and the Outer Banks, we believe the proposed activities facilitate the construction of residences, businesses, and infrastructure on barrier islands. Such structures, even when not protected by seawalls or other hard defenses, tend to halt barrier island migration and bring about beach erosion. Narrow beaches are adverse for the beach strand ecosystem (invertebrates, reptiles, birds, fishes, and plants specially adapted to vigorous wave and aeolian energetics, low organic content in the substrate, sun exposure, saline water or spray, and episodic nutrient availability). Some of these species are Federally-listed, endangered, threatened, or"of concern" species, others are protected by international treaties, and still others are managed in interstate compacts. Beach strand ecosystem dynamics, including the response of populations to spatially extensive development, is virtually unknown. However, we have no reason to believe the impacts are benign. The applicant has indicated that they will consider fish and wildlife passageways, and hydrologic continuity, in westward components of the planned US 64 improvements. We appreciate this, and have offered to meet with the applicant and other interested parties as soon as possible to begin design, development, and implementation planning. We suggest the District Engineer endorse such a meeting in the Record of Decision(a public document), and direct the applicant to initiate this process within ninety days of license issuance. The proposed activities will have a number of secondary, cumulative impacts, from already received proposals to develop wetlands adjacent to the bridge's terminus, to loss of beach strand habitat and potential changes in fish passage success. It is unreasonable that no effort to qualify or quantify these impacts has been attempted by the applicant or the action agencies. Executive Order 11988 Barrier island flood zone development, or facilitation of such development, has significant adverse impacts on fish and wildlife resources. Such activities also pose risks to human life and property. The 1996 hurricanes (Bertha and Fran) which made landfall in North Carolina clearly demonstrate the cost to society, in terms of life, property, fish and wildlife, and governmental resources, of developing areas in coastal flood zones. Executive Order 11988 states that"each agency [which we believe to mean BOTH the Federal Highways Administration and the U.S. Army Corps of Engineers] shall provide leadership and shall take action to reduce the risk of flood loss, to minimize the impacts of floods on human safety, health and welfare, and to restore • • and preserve the natural and beneficial values... [of flood zones]." In our opinion, the proposed activities are inconsistent with that statement. The improved US 64-264 will facilitate environmentally unsound development on a geologically unstable barrier island, will enhance ongoing losses of fish and wildlife habitat (including loss of sea turtle nesting beaches), and will contribute to the unsafe development of isolated communities in places such as Hatteras Island. The proposed activities will undoubtedly be a contributing factor in the significant Federal disaster assistance expenditures required on the Outer Banks after the next large flood event. According to the February 18, 1997 memorandum from Franklin D. Raines of the Office of Management and Budget and Kathleen A. McGinty of the Council on Environmental Quality (Floodplain Management and Procedures for Evaluation and Review of Levee and Associated Restoration Projects) "... agencies shall seek to comply rigorously with Executive Order 11988 by avoiding or minimizing future floodplain damage through use of alternate floodplain management planning." Given the low elevation and flood prone nature of the islands served by US 64-264, we believe it is appropriate to consider them floodplains, and to manage Federal actions as such. Fish and Wildlife Resources The Service and the applicant have agreed to restore, to the extent practicable, the original channel configuration and floodplain hydrology at some of the seven"streams" affected by the proposed activities. It is our intention to maintain hydrogeomorphic and biotic integrity in the aquatic habitats surrounding the improved roadway. The design and implementation of stream and floodplain crossings remains uncertain and somewhat experimental. Based on recent informal discussions with the applicant, we believe they are committed to developing structures and designs which protect the biological, chemical, and physical integrity of such waters. We recommend the applicant continue working with the Service and other resource agencies to develop sound wetland and floodplain crossing designs . Finally, we note that the most onerous impacts, to the SAV, are the result of design choice. Bridge footers are spaced according to bridge span length. Bridge design and span length are the most important variables which affect the extent of degradation to SAV habitat (shading is also a function of bridge design). No documentation has been presented to demonstrate that minimization of SAV loss by manipulating bridge design or span length has been attempted. While the Service lacks engineering expertise and generally defers to the applicant's in-house experts, the proposed impacts to SAV habitat would be adverse to aquatic resources of national importance. Therefore, it is prudent to review the decision-making process, and to re-evaluate alternative bridge designs which could avoid or minimize the impacts to the SAV. We recommend that alternate designs and bridge span lengths be thoroughly explored by the applicant and resource agencies. Croatan Sound is a vital corridor for water, fish, wildlife, plants, and waterborne materials such as nutrients. It links the inlets of Pamlico Sound with Currituck and Albemarle Sounds, which is • particularly important for estuary dependent fish and shellfish. The proposed activities are likely to change the Sound's hydraulics to some extent. This may have an adverse effect on waterborne fish and wildlife resources which must move between Albemarle and Currituck Sounds and pelagic habitats to complete their life history. The Clean Water Act authorizes the permitting agencies to ensure the safe and timely passage of such organisms through or around structures placed in the Nation's waters. Many juvenile fish, shellfish, and birds reside or forage for all or part of their lives in the SAV. The SAV in Croatan Sound is mainly wigeongrass (Ruppia spp.). The proposed activities would impact the integrity of the SAV habitat by filling for bridge footers, changing current velocities and energetics, and by shading. Wigeongrass is associated with shallow nearshore zones in moderate velocity currents and a salinity which can be variable but usually ranges from about 10 to 20 parts per thousand (mesohaline). Wigeongrass is fairly stable in terms of annual biomass; in turn, it has a stable macrobenthic community. The macrobenthic community is very diverse, and is classified as the Macoma phenax-Mulunia lateralis-Retussa canaliculata association (Copeland, B.J., R.G. Hodgson, S.R. Riggs, and J.E. Easely, Jr., 1983,Estuarine Profile of Albemarle Sound, North Carolina USFWS, OBS, Washington, D.C.). Rooted wigeongrass supports periphytic algae (attached to the macrophyte), and rotifers, nematodes, arthropods, and grass shrimp. Among the many fish and shellfish which utilize oligohaline and mesohaline SAV beds, Atlantic croaker(Micropogonias undulatus), spot (Leiostomus xanthurus), weakfish (Cynoscion regalis), Atlantic menhaden (Brevoortia tyrannus), southern flounder (Paralicthys lethostigma), penaeid shrimp (Penaeus spp.), and blue crab (Callinectes sapidus) are typically found in wigeongrass in the highest numbers. Croatan Sound is an important loafing and forage area for overwintering waterfowl. While we have no site specific information concerning waterfowl and wading bird use of the SAV in the bridge alignment, ruddy duck (Oxyura jamaicensis), greater and lesser scaup (Aythya manila and A. affinis, respectively) are often reported in the vicinity. Aside from its ecological value as estuarine habitat, the bridge footprint crosses SAV and benthic habitat that is important from a landscape perspective (linking the landlocked Albemarle and Currituck Sound tributaries with Pamlico Sound and ocean inlets). Postlarval fish and shellfish that require SAV during their first year may be dependent on the ecological and spatial integrity of this site for their survival. Similarly, their predators and symbiotes may be adversely affected. The loss of SAV by shading, fill, altered hydraulics, or other means has a multiplier effect on the dependent fish and wildlife resources. We speculate that the effects of SAV loss and degradation will not be linear; the animals which have been monitored in Albemarle and Pamlico Sounds have a response that is partially environment-dependent. Therefore, any monitoring of SAV which is meant to quantify the impacts of the proposed works must include reference sites or, optimally, baseline data from the impacts area. The parameters • evaluated must include a suite of measures which reflect the ecological forms and functions which occur in SAV habitats. Additionally, due to the unique landscape position of this particular set of SAV beds, some population parameters should be developed to assess the spatial and temporal scale of the disturbance. Conclusion The Service has some concerns about the ecological impacts of the proposed activities. However, the applicant has political instructions to expedite the proposed construction. Our concerns do not warrant holding the subject permit in abeyance. We will continue to work with the applicant to resolve outstanding issues concerning hydrologic continuity and bridge footer placement. Meanwhile, we seek the District Engineer's involvement in resolving the procedural and policy issues raised by this permit application. Federally-listed threatened and endangered species have been provided adequate protections under separate agreements with the applicant. We believe that direct and indirect SAV impacts should be avoided or minimized to the extent practicable, that the changes to the aquatic environment and the safe and timely passage of fish, shellfish, and wildlife through Croatan Sound, and, around roadways in general. To protect, maintain, and restore other Federal trust fish and wildlife resources, we recommend the following Special Conditions be inserted into the subject permit: ► The permittee shall coordinate with interested parties, including the U.S. Fish and Wildlife Service, during all design and construction phases, to ensure that bridge and stream crossing designs provide the maximum environmental restoration and protection practicable. Such designs may include, but are not limited to, stream channel and floodplain restoration and the installation of culverts such as required to restore the natural overbank and floodplain hydrologic continuity, the use of variable bridge section lengths so that bridge footings can be located in a manner conducive to protecting aquatic habitat and to protect and maintain the safe and effective passage of fish and wildlife through the project facilities in perpetuity. ► The permittee shall,within ninety days of the date of license issuance, initiate proceedings with interested parties, including but not limited to, the U.S. Fish and Wildlife Service, to develop, design, test, and implement means of insuring the safe and timely passage of endemic and native mammals, amphibians, reptiles, fish, and swimming birds through roadways in the coastal plain of North Carolina. ► The permittee shall develop, in coordination with interested parties, including but not limited to, the U.S. Fish and Wildlife Service, a monitoring and reporting program to quantify and assess the changes in Croatan Sound's aquatic environment associated with the permitted activities. Such a plan shall include, but not be limited to, water vectors and velocities,benthic habitat integrity, and an evaluation of erosive and depositional patterns. In our opinion, the final Special Condition must include the establishment and protection (in perpetuity) of a minimum of six monumented (permanent) cross-sections (profiles) of Croatan (four cross-sections) and Roanoke (two cross-sections) Sounds. Detailed cross-sectional bathymetric measurements and sediment core samples should be taken at one-meter intervals along each cross-section. The cross-sections should be located at the following locations: Croatan Sound, at the new bridge, at the existing bridge, and at locations to be determined within the expected hydraulic zone of influence of the new bridge; at Roanoke Sound: at the existing bridge, and at locations to be determined within the expected hydraulic zone of influence. Cross-sectional profiles should be taken at representative times throughout the water-year for a period of not less than ten years after license issuance, beginning prior to the initiation of construction activities. Sediment cores should be taken once each year; portions of each core shall be examined for sediment size, percent sand, clay, or fines,total organic carbon, invertebrate content, and live root mass. Subsamples should be preserved by the permittee for a period not less than twenty years after permit issuance. Similarly, non-disturbing benthic surveys should be conducted each year. At least twice, once prior to construction and once after, a two-tide cycle of water vector, velocity, and magnitude should be continuously monitored at each cross-section. The results of each set of studies should be reported, and raw data made available, in biennial reports, within six months of their completion. A peer-reviewed final report, including an assessment of modeling techniques, hydraulics, and benthic community resilience or changes associated with the proposed activities, should be published within a year of completion of the ten-year monitoring program. We appreciate the opportunity to comment on the subject application. Please call Kevin Moody of my staff at (919) 856-4520 extension 19 if you have any comments or questions. Sincerely, John M. He er Field Supervisor cc: DCM, Raleigh, NC (John Parker) DCM, Elizabeth City, NC (Terry Moore) DMF, Elizabeth City, NC (Sara Winslow) DOT, Raleigh,NC (Frank Vick, Charles Bruton) DOT, Edenton, NC (Randy Turner) DWQ, Raleigh,NC (John Dorney) WRC, Raleigh, NC (Frank McBride) • EPA, Wetlands Regulatory Branch, Atlanta, GA (Thomas Welborn) EPA, Office of Environmental Assessment, Atlanta, GA (Heinz J. Mueller) FhwA, Raleigh, NC (Nicholas Graf) NMFS, Beaufort,NC (Larry Hardy) FWS/R4:KMoody:KM:10/30/97:919/856-4520 extension 19:\NC64-264.wpd State of North Carolina Department of Environment •..m and Natural Resources ; . .� • 3�' Washington Regional Office '' �, 70i': James B. Hunt, Jr., Governor r� Wayne McDevitt, Secretary , ,': DIVISION OF WATER QUALITY December 8 , 1997 RECEIVED NC Department of Transportation DEC Attn: Mr. H. Franklin Vick 91997 P.O. Box 25Raleigh, NC201 27611 COASTACMANAGEM ENT Subject: Application No. SW7971106 Croatan Sound Bridge Dare County Dear Mr. Vick: This office received a copy of your CAMA Major application and supporting information on November 14 , 1997 . This application has been assigned the number listed above. A preliminary review of your project has been completed. The following additional information is needed before a permit can be issued: - stormwater application and appropriate fee - site plan showing layout and details of stormwater control control measures - runoff and design calculations The above information must be submitted within 30 days , or your application will be returned as incomplete. If you have questions, please feel free to contact me at ( 919) 946-6481, extension 264 . Sincerely, William J. M re Environmental Engineer Washington Regional Office cc: Randy Turner - NCDOT, Edenton John Parker - DCM, Raleigh Washington Regional Office 943 Washington Square Mall, Washington, North Carolina 27889 Telephone 919-946-6481 FAX 919-975-3716 An Equal Opportunity Affirmative Action Employer 4cr - UNITED STATES ENVIRONMENTAL PROTECTION AGENCY fD BT,4 REGION 4 Al76. • • k7..= Atlanta Federal Center 1( 61 Forsyth Street,S.W. RECEIVED Atlanta, Georgia 30303 DEC 01 1997 NOV 2 4 1997 COASTAL MANAGEMENT WMD/WCWQGB/KM Mr. Mike Bell Washington Regulatory Field Office U.S. Army Corps of Engineers P.O. Box 1890 Wilmington, North Carolina 28402-1890 SUBJ: Mashoes Road Mitigation Plan (TIP R-2551, U.S. 64/264) - Dear Mr. Bell: This letter is in response to the above referenced mitigation plan, received on October 23, 1997. The Environmental Protection Agency, Region 4,Wetlands Section(EPA), has reviewed this proposal and we have the following comments: 1. In general, EPA does not believe that the mitigation plan should be approved with such relatively small amounts of restoration and large amounts of preservation. EPA typically prefers restoration/enhancement and preservation over preservation alone. EPA suggests that the establishment of a littoral zone in the large on-site pond and other open water areas be investigated as additional restoration or enhancement credit for the site. 2. On Pages 37 and 38, the plan discusses unique characteristics and values of the property, which the DOT uses to justify lowering the proposed mitigation ratios from EPA's recommended minimum ratios for mitigation activities. However, EPA does not believe that the reasons presented adequately support a lowering of the mitigation ratio for restoration from 2:1 to 1 1:1, or for preservation from 10:1 to 71:1. Although the area may be unique, many of the listed values of the proposed mitigation are no different from other mitigation projects. Further, EPA believes that the area proposed for impacts by the U.S. 64/264 road project is at least as unique and valuable as the mitigation area. Therefore, impacts to the project area should be compensated for at appropriate ratios. EPA recommends that the proposed mitigation ratios be revised to be consistent with EPA's recommendations: 2:1 for restoration, 3:1 for creation, 4:1 for enhancement, and 10:1 for wetland preservation. Upland preservation is acceptable only as mitigation for upland impacts, and should not be used to compensate for wetlands impacts. 3. The number of mitigation credits in the table on page 38 should be revised to reflect the mitigation ratios stated above. 2 4. EPA suggests that Phagmites sp. and other weeds be removed by hand wherever feasible, to avoid contamination of the mitigation area or Croatan Sound with herbicides. Thank you for the opportunity to comment on this project. If you have any questions, please contact Kathy Matthews at the above address or by telephone at (404) 562-9373. Sincerely, ih‘,051:/ /fric2 William L. Cox, Chief Wetlands Section cc: USFWS, Raleigh NCDENR, Raleigh State of North Carolina Department of Environment, 4 Health and Natural Resources Division of Coastal ManagementFZ. James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Roger N. Schecter, Director October 31, 1997 Mr Michael F. Bell US Army Corps of Engineers Washington Regulatory Field Office PO Box 1000 Washington, NC 27889-1000 Reference: ACTID-95-2334, Fill of 13.22 Acres of Wetland, Clear 3.83 Acres of Wetland, Drain 2.79 Acres of Wetland, and Fill 0.05 Acres of Open Waters Adjacent to the Croatan Sound, Spencer's Creek and Unnamed Tributaries For the Purpose of Constructing and/or Improving Approximately 10 Miles of US Highway 64 Including Constructing a New Bridge Over the Croatan Sound, TIP no. R-2551, Dare County, North Carolina. Dear Mr. Bell: The State of North Carolina has received the above referenced Public Notice dated October 23, 1997. The proposal in its entirety as described in the above Public Notice is being reviewed through the CAMA Major Permit processes. The State's position on the consistency of the proposed activity will be provided with issuance of the CAMA permit Thank you for your consideration of the North Carolina Coastal Management Program. Please feel free to me at (919) 733-2293 if you have any questions about our consistency concurrence procedure. Mr John Parker, at the same number, can respond to any questions you may have concerning the status of the CAMA Major Permit review. Sincer,/ , ail Step en B. Benton Consistency Coordinator cc: Richard Watts, NC Division of Coastal Management, Elizabeth City John Dorney, NC Division of Water Quality P.O. Box 27687, Raleigh, North Carolina 2761 1-7687 Telephone 91 9-733-2293 An Equal Opportunity Affirmative Action Employer 50% Recycled/ 10% Post-Consumer racer DEPARTMENT OF THE ARMY Wilmington District, Corps of Engineers Post Office Box 1890 Wilmington, North Carolina 28402-1890 OC r ACTION ID No. 199502334 October 2 , E n8, PUBLIC NOTICE THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT), DIVISION OF HIGHWAYS, Post Office Box 25201, Raleigh,North Carolina 27611-5201 has applied for a Department of the Army (DA)permit TO FILL 13.22 ACRES OF SECTION 404 WETLANDS, MECHANIZE LAND CLEAR 3.83 ACRES OF SECTION 404 WETLANDS, DRAIN 2.79 ACRES OF SECTION 404 WETLANDS, AND FILL 0.05 ACRES OF OPEN WATERS OF THE UNITED STATES ADJACENT TO THE CROATAN SOUND, SPENCER'S CREEK AND UNNAMED TRIBUTARIES. THE NCDOT PROPOSES TO WIDEN APPROXIMATELY 10 MILES OF U.S. 64-264, INCLUDING CONSTRUCTING A NEW BRIDGE OVER THE CROATAN SOUND AND ADJACENT MARSHES, FROM US 64-264 WEST OF MANNS HARBOR TO NC 345 SOUTH OF MANTEO, IN DARE COUNTY, NORTH CAROLINA, TIP NO. R-2551, FEDERAL AID PROJECT NO. NHF-64(6), STATE PROJECT NO. 8.T051401. The following description of the work is taken from data provided by the applicant and from observations made during onsite inspections by a representative of the Corps of Engineers. Plans submitted with the application show that the NCDOT proposes to improve US 64-264 from west of Manns Harbor to south of Manteo. This proposal begins as a widening of the existing 2-land roadway at the intersection of US 64-264 approximately 1.9 miles west of Manus Harbor. From this western terminus, the proposal will add two additional travel lanes on the south side of the existing roadway, resulting in a 4-lane shoulder section through the Alligator River National Wildlife Refuge. A new 4-lane bridge will be constructed across Spencer Creek and the 4-lane shoulder section will transition to a 5-lane curb & gutter section for that portion of the project which passes through Manns Harbor. At the intersection of US64-264 with SR 1105 the project becomes a new location alignment as it proceeds eastward, transitioning to a 4-lane barrier-divided bridge section approximately 690 feet east of SR 1105. The new 5.22 mile-long bridge, which crosses palustrine and estuarine wetlands, as well as the Croatan Sound, terminates approximately 2,000 feet east of the Croatan Sound on Roanoke Island. A 5-lane shoulder section roadway continues to the eastern terminus of the new location alignment near the intersection of NC 345 and US 64-264 south of Manteo. As it crosses the -2- Croatan Sound, the new bridge will achieve a maximum vertical elevation of 65 feet at the main channel. Wetland impacts will occur at 12 separate sites with open water impacts occurring at the Croatan Sound crossing and the Spencer Creek fill sections. Approximately 12.29 acres of estuarine wetlands will be filled by the proposed project and 7.63 acres of palustrine wetlands. The estuarine wetlands are principally black needle rush (Juncus roemerianus), and/or sawgrass (Cladium jamaicense) dominated. The palustrine wetland communities are flatwoods systems with woody scrub-shrub growth and other marsh species such as cattail (Typha latifolia). NCDOT proposes to mitigate the wetland impacts by restoring wetland acres at the Mashoes Road Mitigation Site (MRMS), currently under agency review and consideration in Dare County. NCDOT proposes to mitigate impacts to palustrine wetlands by restoring 7.62 acres of palustrine forested wetlands at the MRMS (1:1 ratio). NCDOT further proposes to mitigate impacts to estuarine wetlands by restoring 12.29 acres estuarine wetlands at the MRMS (1:1 ratio). NCDOT acknowledges that 0.75 acres of the plaustrine wetlands to be impacted are riverine and proposes mitigate this impact by restoring 1.5 acres at the Dismal Swamp Mitigation Site in Gates and Perquimans Counties. NCDOT proposes to provide additional preservation mitigation after the MRMS mitigation plan is approved. The purpose of the proposed work is to provide a mulit-lane transportation link between the Dare County mainland and US 64-264 south of Manteo. The applicant states the purpose and need for the project is to improve traffic flow and enhance safety, particularly during hurricane evacuation. A site map is included with this public notice. Copies of the application and plans of the proposed project are available upon request at the following offices: U.S. Army Corps of Engineers Washington Regulatory Field Office Post Office Box 1000 Washington,North Carolina 27889-1000 Telephone: (919) 975-1616 U.S. Army Corps of Engineers Wilmington Regulatory Office Post Office Box 1890 Wilmington, North Carolina 28402-1890 Telephone: (910) 251-4634 -3- U.S. Army Corps of Engineers Raleigh Regulatory Field Office 6512 Falls of the Neuse Road, Suite 120 Raleigh, North Carolina 27615 Telephone: (919) 876-8441 North Carolina Department of Environment and Natural Resources Division of Water Mr. John Dorney By Phone only: (919) 733-1786 The applicant has determined that the proposed work is consistent with the North Carolina Coastal Zone Management Plan and has submitted this determination to the North Carolina Division of Coastal Management (NCDCM) for their review and concurrence. This proposal shall be reviewed for the applicability of other actions by North Carolina agencies such as: a. The issuance of a Water Quality Certification under Section 401 of the Clean Water Act by the North Carolina Division of Water Quality NCDWQ). b. The issuance of a permit to dredge and/or fill under North Carolina General Statute 113-229 by the North Carolina Division of Coastal Management (NCDCM). c. The issuance of a permit under the North Carolina Coastal Area Management Act (CAMA) by the North Carolina Division of Coastal Management (NCDCM) or their delegates. d. The issuance of an easement to fill or otherwise occupy State-owned submerged land under North Carolina General Statute 143-341(4), 146-6, 146-11, and 146-12 by the North Carolina Department of Administration (NCDA) and the North Carolina Council of State. e. The approval of an Erosion and Sedimentation Control Plan by the Land Quality Section, North Carolina Division of Land Resources (NCDLR), pursuant to the State Sedimentation Pollution Control Act of 1973 (NC G.S. 113 A-50-66). The requested Department of the Army (DA) permit will be denied if any required State or local authorization and/or certification is denied. No DA permit will be issued until a State coordinated viewpoint is received and reviewed by this agency. Recipients of this notice are encouraged to furnish comments on factors of concern represented by the above agencies directly to the respective agency, with a copy furnished to the Corps of Engineers. • -4- This application is being considered pursuant to Section 404 of the Clean Water Act (33 U.S.C. 1344). Any person may request, in writing within the comment period specified in the notice, that a public hearing be held to consider this application. Requests for public hearing shall state, with particularity, the reasons for holding a public hearing. The District Engineer has consulted the latest published version of the National Register of Historic Places for the presence or absence of registered properties, or properties listed as being eligible for inclusion therein, and this worksite is not a registered property or property listed as being eligible for inclusion in the Register. Consultation of the National Register constitutes the extent of cultural resource investigations by the District Engineer, and he is otherwise unaware of the presence of such resources. Presently, unknown archeological, scientific, prehistorical, or historical data may be lost or destroyed by work under the requested permit. The District Engineer, based on available information, is not aware that the proposed activity will affect species, or their critical habitat, designated as endangered or threatened pursuant to the Endangered Species Act of 1973. The decision whether to issue a permit will be based on an evaluation of the probable impacts, including cumulative impacts, of the proposed activity and its intended use on the public interest. Evaluation of the probable impacts which the proposed activity may have on the public interest requires a careful weighing of all those factors which become relevant in each particular case. The benefits which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. The decision whether to authorize a proposal, and if so the conditions under which it will be allowed to occur, are therefore determined by the outcome of the general balancing process. That decision should reflect the national concern for both protection and utilization of important resources. All factors which may be relevant to the proposal must be considered including the cumulative effects thereof. Among those are conservation, economics, aesthetics, general environmental concerns, wetlands, cultural values, fish and wildlife values, flood hazards and flood plain values (in accordance with Executive Order 11988), land use, navigation, shore erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, considerations of property ownership, and, in general, the needs and welfare of the people. For activities involving the placement of dredged or fill materials in waters of the United States, a permit will be denied if the discharge that would be authorized by such permit would not comply with the Environmental Protection Agencies' 404(b)(1) guidelines. Subject to the preceding sentence and any other applicable guidelines or criteria, a permit will be granted unless the District Engineer determines that it would be contrary to the public interest. -5- The Corps of Engineers is soliciting comments from the public; Federal, State and local agencies and officials; Indian Tribes and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps of Engineers to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment (EA) and/or an Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act (NEPA). Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. Generally, the decision whether to issue this Department of the Army (DA)permit will not be made until the North Carolina Division of Water(NCDW) issues, denies, or waives State certification required by Section 401 of the Clean Water Act. The NCDW considers whether or not the proposed activity will comply with Sections 301, 302, 306, and 307 of the Clean Water Act. The application and this public notice for the DA permit serves as application to the NCDW for certification. Additional information regarding the Clean Water Act certification may be reviewed at the offices of the Environmental Operations Section, North Carolina Division of Water (NCDW), Salisbury Street, Archdale Building, Raleigh,North Carolina. Copies of such materials will be furnished to any person requesting copies upon payment of reproduction costs. All persons desiring to make comments regarding the application for Clean Water Act certification should do so in writing delivered to the North Carolina Division of Water Quality (NCDWQ), Post Office Box 27687, Raleigh, North Carolina 27611-7687, on or before November 10, 1997, Attention: Mr. John Dorney. Written comments pertinent to the proposed work, as outlined above,will be received in this office, Attention: Michael F. Bell, Washington Regulatory Field Office, Post Office Box 1000, Washington, North Carolina 27889-1000, until 4:15 p.m., November 24, 1997, or telephone (919)975-1616, extension 26. ✓1 1 \ � • . . VICINITY� MAP _•� M...M...C.G.S..Ae.--- .- \ ►• HAGS HMAO (3a ,4 .r • -vw ftti f 14 ' �'• 6 K E 12� � '4 N (� (A\• uck e... > 4LOWBAt,i \ ft, P. ' END PROJECT �IE xh b outhdn • : Sefgrl .nt.- P: I {A s`�a.... .Seed Atm. 7! �_�..�$1i Ifr.; Eli � _ :. I+1 Devil Hills r aAtnGH 1•�- AO�[K£ !S( — Colintlon 1f1r..'.e1 loath At.. oeK ��I C• h . .'vi tc) I V Na.AI.11a[s Hea��•\ a.v.,.,w e.a..R.�. I .,�' ,.� •-.�� �n� SAE 'ea Mash"s o 1 _ .j y��� ' r,©, •` EI...e.n; ` .. . >li�c 511 E Val ��1. .� ems,\,\. .Ny, •.ne 74 as Manna t M n 4'Q - • \ / aae L..- Ha(ho € _0\ / V a sT4 ( sOOIE •+ i .)� 11 'h: �. 9a 11, •.�N� SUMO �� € . �9 SI�e�V, a e a y. .::e:o HMOUSE Oregon Inlet .^. / 11 D A R E, :: .._. �O A T A N S I a r s ~ \ I I S ! Z� t ,.; NMAr' _ J.J. ISESI it� I' S D�3-r.._ '\\.Mtowf 51?6 SITE 4 n lie. .,�+EWCa . .. 6p i •\ •� _ /7/+ter "iiiii rr ,. - S �S•Li • rawf� ''l1 xryi- i . wi..a� '• =vw•SrA••I^itl ; l: a;-`..''fr:i`. • Sdp+sw' It 1.'' �� $iltAA �r.'':`* ,,i17 L {..3.�1 'Pa ITC C A:Lu, . ;1'4itl� •, •:a: l "1('' !� ., BEGIN PROJECT .LY yv AC o +. .•i r'.: .-.... ...r'' Pr Sir*. 1 .P 7 ...L. (Cv • ." "�� P 2 l ROANOti ."`IL a ALLIGATOR RIVER ., irN^1 5%=.r r.e1• Avon:i,:; CS \•i Hitteres'1 ••r, • ,y lti a ;t4 :.Lc`=;�;c". ..._ ,r' •.�. ea�„ TfCi f '..1# 7lerleraslnlef. '... '''�`� ""t.'-=`.” N. C. DEPT.OF TRANSPORTATI.ON • DIVISION OF HIGHWAYS DARE COUNTY PROJECT:B.T051401 (R-2551A & B) ���� ftos'� i(*��te s" US 64 - 264 FROM US 264 TO WEST OF NC 345 EAST OF b1ANTEO Itir SHEET I OF I DISTRICT ENGINEER U.S. ARMY ENGINEER DISTRICT, WILMINGTON P.O. BOX 1890 WILMINGTON, NORTH CAROLINA 28402-1890 OFFICIAL BUSINESS SAWCO IMPORTANT! THIS IS A PUBLIC NOTICE NT()F r�� Cl I DEPARTMENT OF THE ARMY WILMINGTON DISTRICT,CORPS OF ENGINEERS 111 in. P.O.BOX 1890 `� WILMINGTON,NORTH CAROLINA 28402-1890 �f4,,aTe,,,t`.`s REPLY TO October 22, 1997 ATTENTION OF Regulatory Branch Action ID No. 199502334 Mr. John Dorney North Carolina Division of Water Environmental Sciences Branch 4401 Reedy Creek Road Raleigh,North Carolina 27607 Dear Mr. Dorney: Enclosed is the application of the North Carolina Department of Transportation (NCDOT) for Department of the Army (DA) authorization and a State Water Quality Certification to fill 13.22 acres of Section 404 wetlands, mechanize land clear 3.83 acres of Section 404 wetlands, drain 2.79 acres of Section 404 wetlands, and fill 0.05 acres of open waters of the United States adjacent to the Croatan Sound, Spencer's Creek and unnamed tributaries. The NCDOT proposes to widen approximately 10 miles of US 64-264, including constructing a new bridge over the Croatan Sound and adjacent marshes, from US 64-264 west of Manns Harbor to NC 345 south of Manteo, in Dare County, North Carolina (TIP No. R-2551, Federal Aid Project No. NHF-64(6), State Project No. 8T051401). Your receipt of this letter verifies your acceptance of a valid request for certification in accordance with Section 325.2(b)(ii) of our administrative regulations. We are considering authorizing the proposed activity pursuant to Section 404 of the Clean Water Act, and we have determined that a water quality certification is required under the provisions of Section 401 of the same law. A Department of the Army permit will not be granted until the certification has been obtained or waived. In accordance with our administrative regulations, in most cases, 60 days after receipt of a request for certification is a reasonable time for State action. Therefore, if you have not acted on the request, or asked for an extension of time, by December 15, 1997, the District Engineer will deem that waiver has occurred. A r. AV.) -2- Thank you for your time and cooperation. Questions or comments may be addressed to me at the Washington Regulatory Field Office, telephone (919) 975-1616, extension 26. Sincerely, g Michael F. Bell, P.W.S. Regulatory Project Manager Enclosure Copies Furnished (without enclosure): �Mr. John Parker Division of Coastal Management North Carolina Department of Environment and Natural Resources Post Office Box 27687 Raleigh,North Carolina 27611-7687 State of North Carolina Department of Environment, Health and Natural Resources 9 �0 Division of Coastal Management Y7 James B. Hunt, Jr., Governor Wayne McDevitt, Secretary CO E 1-1 NII FZ Roger N. Schecter, Director MEMORANDUM TO: Melba McGee,NC Division of Policy and Development FROM: Steve Benton,NC Division of Coastal Management • SUBJECT: Review of SCH# 9 v Zd/ DATE: . '/2 f/C 2 _A Copy of All Comments Received by the SCH _ eviewer Comments Attached is Requested Review Comments: . This document is being reviewed for consistency with the NC Coastal Management Program pursuant to federal law and/or NC Executive Order 15. Agency comments received by SCH are needed to develop the State's consistency position. Project Review Number(if different from above) . A Consistency position will be developed based on our review on or before . A Consistency Determination document is,or_may be required for this project Applicant should contact Steve Benton or Caroline Bellis in Raleigh, phone#(919)733-2293,for information on the proper document format and applicable state guidelines and local land use plan policies. Proposal is in draft form, a consistency response is inappropriate. A Consistency Determination should be — included in the final document. , A Consistency Determination document(pursuant to federal law and/or NC Executive Order 15) is not required. A consistency response has already been issued. Project No. . Date issued . Proposal involves < 20 Acres or a structure < 60,000 Sq. Feet and no AEC's or Land Use Plan problems. Proposal is not in the Coastal Area and will have no significant impacts on any land or water use or natural resource of the Coastal Area. A CAMA Permit_is,or may be required for all or part of this project proposal. Applicant should contact in ,phone# ,for information. A CAMA Permit has already been issued, or is currently being reviewed under separate circulation. Permit No. . Date issued . L Other(see attached). J �� Ptcccvr.v9 cIM, t S ,,,e,c reCe•�cc` 1-t✓ ‘7,,./2..._ (-,,, ......_,.-4-5 ----c• 7 t L.) C'-‘-' /4//V5 2 State of North Carolina Consistency Position: The proposal is consistent with the NC Coastal Management Program provided that all conditions are adhered to and that all state authorization and/or permit requirements are met prior to implementation of the project. The proposal is inconsistent with the NC Coastal Management Program. Other(see attached) • P.O. Box 27687, Raleigh, North Carolina 2761 1-7687 Telephone 919-733-2293 An Equal Opportunity Affr[matrve Action Employer 5Q%ReS.Ycled/ 10% Post-Consumer Paper_ _....,.__ r OCT-17-1997 16: 11 FROM TO DCM RALEIGH P.O State of North Carolina Department of Environment, r Health, and Natural Resources 7 Division of Coastal Management James B. Hunt, Jr., Governor �Cf `�/Cv-- GZG Wayne McDevitt, Secretary Roger N. Schecter, Director MEMORANDUM TO: Steve Benton FROM: Lynn Mathi DATE: October 16, 1997 SUBJECT: Comments on the Croatan Bridge The following comments are being made based on available information. It should be noted that the Elizabeth City office has no record of the Environmental Assessment for this project being received for review and comment prior to this date. A copy was received by Federal Express on this date, well after receiving the FONSI review request. Our comments are limited based on the time factor involved. The proposed project will be 5.22 miles and directly affect, Public Trust Waters, Estuarine Waters, Coastal Wetlands and Estuarine Shoreline resulting in a need for a CAMA Major Permit. The entire project being undertaken from the intersection of US264/ 64 to its end in Manteo will be 10 miles. Coastal Wetlands: Anticipated losses of Coastal Wetlands (Estuarine Marsh) are estimated to be 12.29 acres. All coastal wetlands adjacent to Croatan Sound will be bridged and runoff over the wetland areas will be diverted to upland retention ponds. Extensive shading from the bridge will occur in Coastal Wetlands and Public Trust Waters. Public Trust Waters/Estuarine Waters Approximately 1.22 acres will be permanently impacted by the placement of crutch bent supports for the bridge. The existing canal that parallels existing US 64/ 264 west of Manns Harbor will be impacted by roadway fill and will have equal area replacement. Waters to be impacted (filled) for road widening will be relocated adjacent to the original alignment. The canal as well as Spencer's Creek are classified as "Inland Waters", and as such, are designated as Public Trust. There are seven water crossings included in the project, Spencer's Creek and the Croatan Sound will be bridges and the remaining small ditches and canals will be culvert crossings. 1367 U.S.17 South,Errabeth City,North Carolina 27°09 Teleohcna 919-254-39C1 FAX 919-2643723 An Eluai Opportunity Affrmative Action Employee SC%recycled!1C%pest-consumer paper OCT-17-1997 16: 11 FROM TO DCM ROLE OH P.24 • Submerged Aquatic Vegetation The location and degree of Submerged Aquatic Vegetation lost or disturbed by the project has not been determined at this time and is subject to a definitive underwater survey for the purpose of mapping. Mitigation will be determined in cooperation with federal and state agencies. Mitigation Mitigation being proposed will be at a 1:1 ratio and will be located along Mashoes Road in Manns Harbor,Dare County (mitigation sites for public projects in Dare County are required to be located in Dare County), Additionally, preservation is also being proposed in conjunction with the mitigation site. The site chosen was formerly used for a mining operation and is surrounded by significant coastal marshland. Removing the mining operation from the site will protect existing coastal wetlands from future damage or loss. To minimize impacts of the bridge it was generally agreed that the bridge should have a drainage system to a to upland retention areas to prevent runoff. The drainage plan has been modified to include only the area over coastal wetlands. Preliminary review indicates that the mitigation site (with minor modification) may meet the requirements established in 07M .0700 in the NCAC. Water Quality Reasonable argument can be made that the proposed bridge may have some adverse effects on adjacent waters. The drainage plan, as proposed, is considerably less than that originally agreed to and will not include the portion crossing the Croatan Sound (Initial discussion included a drainage plan for the entire bridge). It was not until after the assessment was completed that reviewing agencies were notified that the bridge would only include drainage over the coastal wetland crossing. It is still my contention that the bridge should have a drainage system over the entire bridge capable of removing at least the first one inch during a heavy rain event. I question whether the proposed project preserves the spirit or intent of NCAC 07M .0800. Wetland Significance There is no doubt that the wetland crossings are in areas of large significant and extremely healthy marshland,but the Mashoes Road mitigation site appears to have the potential to provide restoration and preservation to previously damaged and destroyed coastal wetlands of similar characteristics, in a relatively protected environment. U.S. Department Commander 431 Crawford Street of Transportation 9' `, United States Coast Guard Portsmouth,Va.23704-5004 �� Atlantic Area Staff Symbol: United States �--� Phone:(757)398-6587 Coast Guard 16590 October 16, 1997 PUBLIC NOTICE 5-914 TO WHOM IT MAY CONCERN: SUBJECT: PROPOSED CONSTRUCTION OF A NEW BRIDGE ACROSS CROATAN SOUND BETWEEN MANN'S HARBOR AND ROANOKE ISLAND, NC All interested parties are notified that an application has been received from the North Carolina Department of Transportation, by the Commander, Fifth Coast Guard District, for approval of a new bridge over a navigable waterway of the United States. WATERWAY AND LOCATION: Croatan Sound, 2.75 miles south of existing bridge on US 64/264 between Mann's Harbor and Roanoke Island, Dare County, North Carolina. Locator map attached. CHARACTER OF WORK: The State of North Carolina is proposing to build a new fixed span highway bridge across the Croatan Sound between Manns Harbor and Roanoke Island. The new bridge will be built in addition to the bridge across Croatan Sound on US 64/264. The purpose of the project is to improve traffic flow between the mainland and the Outer Banks, and to enhance hurricane evacuations. MINIMUM NAVIGATIONAL CLEARANCES: Existing: No existing structure Proposed: Horizontal: 180 feet (54.86 meters) between piers, normal to axis of channel Vertical: 65 feet (19.81 meters) at mean high water; 66.2 feet (20.18 meters) at mean low water The Coast Guard solicits public comments on the fact that a fendering system will not be installed since the channel piles will be designed in accordance with the Guide Specifications for Vessel Collision Design of Highway Bridges. The bridge piers directly adjacent to the navigation channel are designed to withstand a barge and tow impact force 2000 kips.. ENVIRONMENTAL CONSIDERATIONS: The Federal Highway Administration (FHWA), lead Federal agency, has tentatively approved an Environmental Assessment/Finding of No Significant Impact (EA/FONSI) for this project. A copy will be available for review at the office of Commander(Aowb), USCG Atlantic Area, Federal Building, 4th Floor, 431 Crawford Street, Portsmouth, Virginia 23704-5004. The applicant has applied for a Coastal Zone Management Consistency Determination and a Water Quality Certificate from the North Carolina Division of Coastal Management and the Division of Water Quality, respectively. The proposed project will be located in the floodplain and the bridge piers will be constructed in the waterway. Drift and flood heights in the area are the result of tidal action. WETLANDS: There will be approximately 13.8 acres of wetlands impacted by this project. Most impacts will be minimized by bridging the wetland. To offset the losses to wetlands, a mitigation site has been purchased by the NCDOT, where marsh creation and preservation shall be attempted. ENDANGERED/THREATENED SPECIES: North Carolina DOT coordinated field investigations reveal that no known endangered or threatened species are located within the study area, except for the Red Wolf which had been reintroduced near the site. HISTORIC PROPERTIES: A survey of the Area of Potential Effect of the project identified no properties that meet the criteria to be eligible for the National Register of Historic Places. Land-based archaeological work is on-going. A Section 4(f) Evaluation has been prepared addressing the impact on the Alligator River National Wildlife Refuge. There will be no impacts to unique or prime farmland or wild and scenic rivers. One residence/business combination in Manns Harbor and one business at the east end of the project will be relocated as a result of this project. SOLICATATION OF COMMENTS: Interested parties are requested to express their views, in writing, on the construction of the proposed bridge giving sufficient detail to establish a clear understanding of their reasons for support of or opposition to the proposed work. Comments will be received for the record at the office of Commander, USCG Atlantic Area(Aowb), 431 Crawford Street, Portsmouth,2 irginia 23704-5004. Written comments on this proposed rule must be submitted on or before 1997 It is requested that this information be brought to the attention of any person having a possible interest in this project who may not have received a copy of this Public Notice. A copy of the location map and plans are attached to this notice. ANN B. DEATON Chief, Bridge Administration Section By direction of the Commander Fifth Coast Guard District 2 --'.,\ , `<,•'-'"""-- ---- -.^.,..:•.% :i,'. •••41.;',i;•4ts4C.4V141::tit'ta.:;;••!,4:;%'''..:•(-V's. i '.',4i!..;;;•It;;Z:,1,441.., 411110 . t • rem•••gi`4(,.... .A.f4.1-.if.4.41'%lir.74,.-14.0•4'.0...t:IP,t•,.t,.14 4•4.•,:et I:,,',... I.•••'a:4..3r-4,6 foo‘ :-...!...".7,,..t.;::-41.A /.0,glirr."...,....'Alt.f.a.-14.e.,'it.•;;',,.1,:t-- '‘,i,t' :1',..r.....I.7%.qitty 't., ‘. 0 Iv i,,Vs,;ts:?i..'•;,,,ff.';‘,‘ .411.M i9 1M _ X i illiV:V..A•f?' ..51q-,:./.i f',...,;.,;“.,t,':itt. .,. 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I u ke ,i'.4.‘,...i: isi; . 0.4 •r:-, f.'""". 'I. 40,0 DURANT H i ...--,,-,1,,-.4..-,!:::,s4i.,....,":;:•..4,4o4:44`4.:i‘4•4,:;.4. •4 '%'.4„, ISLAND ir 411111111111, Alit ‘ . ,„..„Q.1,„,,„d. ,,10., .,',.v. i .,c,,::,....... ....,..,,,,,..-.,..:.,,,,t.,. ..: - ,,-. , ..,..„....s.., ..E...,.. ..„.. ,—„,,,,•-,,4,...„-,.....,...s.:.. ...,..,.........,,,, VICINITY MAP LOCATION MAP SHEET 1 OF 3 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH PROPOSED BRIDGE OVER CROATAN SOUND BETWEEN MANN'S HARBOR AND ROANOKE ISLAND .kryZ SUBMITTED BY : • , HIEF ENGINEER • / DRAWN IJR SMITH ASSOCIATES CHECKED BY : DATE : 6-17- 17 It hS.irf t MIN. VFJ''''.':AL CLEARANCE (1/(,)3 P.;AN HIGH WATER) '129 SPANS • 12609ft r„� 138ft 3'fi' 138ft 150 SPANS •• 14466ft 4.1 CHANNEL SPAN BOTTOM OF FOOTING ' t-- C E EL.0.42 (TYP.) rrr,vlriA 1104 MEAN TIDE LEVEL EL.0.60 0100 EL.6.10 1 N INIX tS' MEAN LOW WATER EL.0.42 jiiir._____._______......_______.„...2_ r *) •) L 1 FILL pI .`2��,{�P h APPROX.XNNA NATURAL EL.-15.0:� INEI- FILL— GOUDL E I ggQQ,,pptiK)•rH [[�� HORIZONTAL tCLEARANCE END BRIDGE— SECTION ALONG C -L- REV. (BENTS ARE SHOWN AT. RIGHT ANGLES TO BENTS) TOTAL LENGTH OF BRIDGE = 27581ft (FILL FACE,TO FILL FACE) _ 129 SPANS 138ft 230ft 138ft 150 SPANS • 12609ft ... 115ft 115ft = 14466ft - ISHORE LINE - 11,L POittH E[REv. it =iL:\ TO F CHANNEL F BENT £ BENT ei , € BENT f BENT �-TO MANNS HARBOR \ Sp' TO ROANOKE ISLAND-•- SHORE LINEii 0 M`N• O R\2ON A� C��paA� ir 11. SHEET 2 OF 3 • _.. . STATE76 DEPARTMENT OF TRANSPORTATION WM BEGIN BRIDGE 0 R $ $ S E I PLAN PROPOSED BRIDGE, OVER CROATIAN SOUND BETWEEN ;MANNS HARBOR SCALE IN FEET AND NC 345 EXISTING BRIDGE IS APPROXIMATELY SUBMITTED BY , /; 2.75. MILES NORTH OF THIS LOCATION C IEF- , k4 S FEDERAL FUNDS WILL BE USED TO FUND THIS PROJECT DRAWN BY 'Rt(SMDA A'''hW �t'F tl try+ N A�• k� W CHECKED BY �� s- DATE r h"l 7..q7 DEPARTMENT OF TRANSPORTATION U.S.COAST GUARD COMMANDER POSTAGE AND FEES PAID FIFTH COAST GUARD DISTRICT U.S.COAST GUARD 431 CRAWFORD STREET PERMIT NR G-157 PORTSMOUTH,VA. 23704-5004 Nimmommio FIRST CLASS MAIL OFFICIAL BUSINESS PENALTY FOR PRIVATE USE S300 i G�),,ST G 1?4 '0 c 4 s ��A _ DEV0710N' � REPORT DEFECTS IN AIDS TO NAVIGATION TO NEAREST COAST GUARD UNIT A h State of North Carolina Department of Environment, 4 • Health, and Natural Resources Division of Coastal Management if) Fl James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Roger N. Schecter, Director November 13, 1997 Mr. H. Franklin Vick, P.E., Manager NC Department of Transportation P. O. Box 25201 Raleigh, NC 27611-5201 Dear Mr. Vick: The Division of Coastal Management hereby acknowledges receipt of your application for State approval for development of property located at the intersection of US 64-264 west of Manes Harbor, traveling in a easterly direction through Maims Harbor, crossing Croatan Sound, and intersecting with US 64-264 and NC 345, south of Manteo. It was received on October 16, 1997, and appears to be adequate for processing at this time. The projected deadline for making a decision is December 30, 1997. An additional 75-day review period is provided by law when such time is necessary to complete the review. If you have not been notified of a final action by the initial deadline stated above, you should consider the review period extended. Under those circumstances, this letter will serve as your notice of an extended review. However, an additional letter will be provided on or about the 75th day. NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed development. You should post this notice at a conspicuous point along your property where it can be observed from a public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the road right-of- way fronting your property; or at a point along the road right-of-way where a private road would lead one into your property. Failure to post this notice could result in an incomplete application. An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate State or Federal agency. Please contact me if you have any 1367 U.S.17 South,Elizabeth City,North Carolina 27909 Telephone 919-264-W01 FAX 919-2643723 An Equal Opportunity Affirmative Action Employer 60%recycled/10%post-consumer paper November 13, 1997 Page #2 questions and notify me in writing if you wish to receive a copy of my field report and/or comments from reviewing agencies. Sincerely, rr� Na. (1 .) Lynn W. Mathis Coastal Management Representative LWM/dc Enclosure cc: John Parker Richard L. Watts R. Turner • ..a STA1F 41., NovC , STATE OF NORTH CAROLINA J 1997 DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETr JR. GOVERNOR SECRETARY 113 Airport Drive Suite 100 P.O. BOX 850 Edenton, NC 27932 November 3, 1997 MEMORANDUM TO: Lynn W. Mathis, Coastal Field Representative Division of Coastal Management FROM: M. Randall Turner, Division Environmental Officer Planning & Environmental Branch-Division One SUBJECT: R-2551, Dare County: Adjacent Riparian Landowner Notification-Green Cards The return receipts for the adjacent riparian notifications are enclosed. Please note that a yellow card (duplicate) was substituted for William Hunter Morgan, Sr. (Sunbury), because the Postal Service lost the original green card. I understand from our recent conversation that a recent property transaction involving the Cynthia Fulcher (heirs) parcel may require another notification. As soon as I receive the new landowners name and address I will send them a notification. Please call me if you have any questions. enclosures Cc: H. Franklin Vick, P.E. D. R. Conner, P.E. Phone: (919)482-7977 Fax: (919)482-3826 E-mail: mrturner@mail.dot.state.nc.us • to ENT OF QPP ,\17/IjFy -; - United States Department of the Interior t ,,,r.n � RFCE, = • FISH AND WILDLIFE SERVICE JP MgRC aA NOV 1997 Alligator River National Wildlife Refuge P.O. Box 1969 Manteo, North Carolina 27954 November 3, 1997 Ms. Lynn Mathis, Coastal Field Representative Division of Coastal Management N.C. Department of Environment, Health and Natural Resources 1367 U.S. 17 South Elizabeth City,North Carolina 27909 Dear Ms. Mathis: Attached to this letter you will find an Adjacent Riparian Landowner Statement form. NCDOT provided the form to me. The form references the NCDOT proposed project to widen and realign US 64-264 from west of Manns Harbor to south of Manteo, including a new Croatan Sound bridge. I have put my name on the form. I have not marked whether my agency objects or not. The reason I have not marked the form is I will not waive my agencies right to object. Do not construe this to mean my agency will have any objections. My agency has been consulting with NCDOT concerning this project. To date we have worked out issues of concern. If you have any questions,please contact my office. Thank you. Sincerely, Mike Bryant Refuge Manager Attachment ADJACENT RIPARIAN LANDOWNER STATEMENT (Dare County: Improvements to US 64-264) General Statute 113-229 requires that riparian landowners with property adjoining a proposed development in an Area of Environmental Concern be given ten (30) days in which to comment on the proposed development. This form allows the adjacent riparian landowner to express either: (1) that he objects to the project; or, (2) that he does not object and desires to waive his/her right to the 30-day period so that the processing of the application can progress more rapidly. Of course, the adjacent riparian landowner need not sign this form at all if he/she so chooses. No response within 30 days following receipt of this letter and form will be construed to mean the adjacent riparian landowner has no objections. I, Michael R. Bryant ,j\am an adjacent riparian property owner and am aware of the North Carolina Department of Transportation's plans for improving US 64-264 from Manns Harbor to south of Manteo, including the construction of a new Croatan Sound bridge. I am further aware that this work will occur in one or more AEC's and therefore will require authorization from the Division of Coastal Management in accordance with CAMA. I have no objection to the project as presently proposed and hereby waive that right of objection as provided in General Statute 113-229 I have objections to the project as presently proposed and my comments are attached Michael R. Bryant Refuge Manager Alligator River NWR for U.S. Fish & Wildlife Service 7#1d---21/e/r/-, Signature of Adjacent Iparian Landowner Date: 11/03/97 JAN-14-1998 29:43 FROM TO DCM RALEIGH ?.22 f ADJACENT RIPARIAN LANDOWNER STATEMENT Ou/ 3 1 r (Dare County: improvements to US 64-264) General Statute 113-229 requires that riparian landowners with property adjoining a proposed development In an Area of Environmental Concern be given ten (30) days in which to comment on the proposed development. This form allows the adjacent riparian landowner to express either: (1) that he objects to the project; or, (2) that he does not object and desires to waive his/her right to the 30-day period so that the processing of the application can progress more rapidly. Of course, the adjacent riparian landowner need not sign this form at all if he/she so chooses. No response within 30 days following receipt of this letter and form will be construed to mean the adjacent riparian landowner has no objections. cy 'TA.$ 44Ie.AaR (NL,Rs) I, Lo./l"Rm T. To/Jess , am an adjacent riparian property owner and am aware of the North Carolina Department of Transportation's plans for improving US 64.264 from Manns Harbor to south Of Manteo, including the construction of a new Croatan Sound bridge. l am further aware that this work will occur in one or more AEC's and therefore will require authorization from the Division of Coastal Management in accordance with CAMA. I have no objection to the project as presently proposed and hereby waive that right of objection as provided in General Statute 113"229 ✓ _ I have objections to the project as presently proposed and my comments are attached S,/ 2- oex rnT bee AI 6o,vroeire4 by N.C. aor 7-4,17` ion ci DST Tie Re l4CoroN of A CAr)n/ W,'// 77/kc. P/ga a en) 7Z3 PC( Rkr(A y PR°FeiRri . Tv(AW N7l�r,v ra4#.IG GY �c �Nc, s) Signature of Adjac t Riparian Landowner p Date; /o - 30--9 7 JAN-14-1998 09:44 FROM TO DCM RALEIGH P.03 • - -- r....rt.. wruladv iv41CM , C11/IC71 1 (Dare County: improvements to US 64-264) General Statute 113-229 requires that riparian landowners with property adjoining a proposed development in an Area of Environmental Concern be given ten (30) days in which to comment on the proposed development This form allows the adjacent riparian landowner to express . either: (1) that he objects to the project; or, (2) that he does not object and desires to waive his/her right to the 30-day period so that the processing of the application can progress more rapidly. Of course, the adjacent riparian landowner need not sign this form at all if he/she so chooses. No response within 30 days following receipt of this letter and form will be construed to mean the adjacent riparian landowner has no objections. 1, P7arshal 1 R. Coil i ris , et al , am an adjacent riparian property owner and am aware of the North Carolina Department of Transportation's plans for improving US 64-264 from Manns Harbor to south of Manteo, including the construction of a new Croatan Sound bridge. I am further aware that this work will occur in one or more AEC's and therefore will require authorization from the Division of Coastal Management in accordance with CAMA. I have no objection to the project as presently proposed and hereby waive that right of objection as provided in General Statute 113-229 XX — I have objections to the project as presently proposed and my comments are attached Destroying proposed mitigation area for family development projects . Eliminating North/South access to Property. Stormwater runoff as potential liability for flooding. 0(4- ) 1-ti\ Marshall R C llin by hi t orney Ancty W. Gay Signature of Adjacent Riparian Landowner Date: 11-11-97 JAN-14-1998 09:44 FROM TO Dal ADJACENT RIPARIAN LANDOWNER STATEMENT (Dare county: Improvements to US 64-264) General Statute 113-229 requires that riparian landowners with property adjoining a proposed development in an Area of Environmental Concern be given ten (30) days in Which to comment on the proposed development. This form allows the adjacent riparian landowner to express either: (1) that he objects to the project, or, (2) that he does not object and desires to waive his/her right to the 30-day the application can progress more rapidly. Ofperc course, theiod so that adjtheacent prat riparian of n landowner need not sign this forma all if he/she so Chooses. No respon within 30 days following receipt of this letter and form will be construed to mean the adjacent riparian landowner has no objections. , am an adjacent riparian property owner and am aware of the North Carolina Department of Transportation's plans for improving US 64-264 from Manns Harbor to south of Manteo, including the construction of a new Croatan Sound bridge. I am further aware that this work will occur in one or more AEC's and therefore will require authorization from the Division of Coastal Management in accordance with CAMA. I have no objection to the project as presently proposed and hereby waive that right of objection as provided in General Statute 113-229 l have objections ' to the project as presently proposed and ' `)`` `"�''-' 'my comments are attached 'f)L, ( Signature of Adjacent Riparian Landowner Date: /l/g / 7 ' SENDER: a •Complete items 1 and/or 2 for additional services. I also wish t0 receive the m ■Complete items 3,4a,and 4b. following services(for an 92 •Print your name and address on the reverse of this form so that we can return this extra fee): r: card to you. 46 d ■Attracc t this form to the front of the mailpiece,or on the back if space does not 1. 0 Addressee's Address a) ■permit. Receipt Requested'on the mailpiece below the article number. en' d p e4 P' 2. 0Restricted Delivery to •The Return Receipt will show to whom the article was delivered and the date _ c delivered. Consult postmaster for fee. o- d o m 3.Article Addressed to: RrCFIVFf 4a.Article Number CC - 1 ascnr C ,CU( Il1.- -kit Q "Co - .���,- 'I`"1�� E E 4b.Service Type I d en C/o ��hnn s ;V 5 �9 Registered Certified cccn ber+2 rn ❑ Express Mail 0 Insured c cP,C )b &. 1 lo`i'S ❑ Return Receipt for Merchandise El COD Z• t(' �e 0,� f ` ( 1 I',. '�J 7.Date of Delivery V ft - . a�gUB `'� — � �' o n5.Received By: (Print Name) 8.Addressee's Address(On y if requested c and fee is paid) t cc t- g 6.Signature. or Agent) y x - / ,���o.e�� PS Fo 11, December 1994 Domestic Return Receipt Y d SENDER: • D •Complete items 1 and/or 2 for additional services. I also wish to receive the h ■Complete items 3,4a,and 4b. following services(for an ai •Print your name and address on the reverse of this form so that we can return this extra fee): d card to you. Cl � ■Attach this form to the front of the mailpiece,or on the back if space does not 1. El Addressee's Address permit. d ■Write'Retum Receipt Requested'on the mailpiece below the article number. 2. 0 Restricted Delivery to t ■The Return Receipt will show to whom the article was delivered and the date c delivered. Consult postmaster for fee. .2 d 3.Article Addressed to: 4a.Article Number d cc a) � P i C'- .��-1��';- ��-( - c 1 0ler )L.L,>YI U. 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I also wish to receive the m •Complete items 3,4a,and 4b. following services(for an m •Print your name and address on the reverse of this form so that we can return this extra fee): .. card to you. rri ' • > • this form to the front of the mailpiece,or on the back if space does not 1. 0 Addressee's Address _ it..) permit. 0 ■Write'Retum Receipt Requested'on the mailpiece below the article number. 2. 0 Restricted Delivery 5 r ■The Return Receipt will show to whom the article was delivered and the date a delivered. 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Consult postmaster for fee. o a) -0 3.Article Addressed to: 4a.Article Number a) ';; - ¢ a �tD - I l i E E rc- ��e . u Cu..,- i r,, 4b.Service Type 0 I _ - ❑ Registered [� Certified ¢ ar w tri 0, 'C,;L ��J 0 Express Mail 0 Insured S ¢ ❑ Return Receipt for Merchandise 0 COD c 1-3 a r 1,G rjr I�� r- 7.Date of Delivery Z D..-1-1 ...-3 /� �7 A7 0 c 5.Received By: (Print Name) 8.Addressee's Addr s(Onl if requested c ta and fee is paid) r cc I- 3 6.Signa re: (Addressee or Agent) d - q an CQ PS Form 811, Decem er 1 4 Domestic Return Receipt SENDER: 13 ■Complete items 1 and/or 2 for additional services. I also wish to receive the ar ■Complete items 3,4a,and 4b. following services(for an ru •Print your name and address on the reverse of this form so that we can return this extra fee): card to you. ai ■Attaccf this form to the front of the mailpiece,or on the back if space does not 1. 0 Addressee's Address 2 perm . a.) ■Write'Retum Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery to •The Return Receipt will show to whom the article was delivered and the date a c delivered. Consult postmaster for fee. o m a 3.Article Addressed to: 4a.Article Number w Ilicc a CU�_i.,C --.K.�..L.,-PGAI..E;rr c�J —Lce Tye �'�I- C)1 I E 4b.Service Type 15 " � ✓ � v 0 Registered C!o Certified at w Aria-, { ^ �• 0 Express Mail 0 Insured E ¢ P.0,• £aX 1 9(D") 0 Return Receipt andise ❑ COD 0 cci a —PC)C1/1 , — ,_i 1�y 7.Date of D0,v1�r1L... ., o F 5.Received By:(Print Name) 8.Addressee''s Addf$&$;pnl P', equested to and fed is pa e t ~,66.Signature: Addre see r Agent) ,: ` o co PS Form 3811, December 1994 Domestic Return Receipt SENDER: • ip ■Complete items 1 and/or 2 for additional services. I also wish to receive the m •Complete items 3,4a,and 4b. following services(for an at •Print your name and address on the reverse of this form so that we can return this extra fee): ce card to you. d > •Attach this form to the front of the mailpiece,or on the back if-space does not 1. 0 Addressee's Address Z F2 permit. . " y ■Write'Retum Receipt Requested'on the mailpiece below the article number. 2. 0 Restricted Delivery N •The Return Receipt will show to whom the artide was delivered and the date a o delivered. Consult postmaster for fee. 1 0 O 3.Article Addressed to: 4a.Article Number in cc �, Cini-hi FUIchtvr CA-4ein) p -.-?c)e- gici7 _ E E - - 4b.Service Type d • (o.1 ��� L,gviCC '�^'�r L 0 Registered ®'Certified °C cn to 0 Express Mail ❑ Insured c = ¢ IVZ X fl ( ❑ Return Receipt for Merchandise 0 COD ; - . ..a ( Ct Oa� &,- L� c _ 7.Date of Delivery 0 ��j�-/ ..... 0 .cc .i . .. . = 5.Received By: (Print Name) 8.Addressee's AddresA(Qn/y if request d c Iliand fee is paid) k i l ;I I c i- g 6.Signature: (Addressee or Agent) X Pc1.t e- S _ NOV 5 1c n7 PS Form 3811, December 1994 Domestic Return Receipt SENDER: a •Complete items 1 and/or 2 for additional services. I also wish to receive the n ■Complete items 3,4a,and 4b. following services(for an d •Print your name and address on the reverse of this form so that we can return this extra fee): I` )card to you. ai ■Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address 5'j permit. y ■Write'Retum Receipt Requested'on the mailpiece below the article number. 2. 0 Restricted Delivery to « ■The Return Receipt will show to whom the article was delivered and the date ., 0 delivered. Consult postmaster for fee. a, o -0 3.Article Addressed to: 4a.Article Number ai 4b.Service Type 8 ('/0 9)LId.C� ,ph l C>I I f-1S 0 Registered ❑Certified cu co •co 0 Express Mail ❑ Insured c ILIcc P .o.3a x. � 0 Return Receipt for Merchandise 0 COD a Ina t'-F-c.,) 1.)C a hoc 7 7.Date of Delivery 2 z o T m 5.Received By:(Print Name) 8.Addressee's Address(Only if requested t and fee is paid) t I- , '6 6.Si. t) nt) T , kA PS Fo 811, December 1994 Domestic Return Receipt • d SENDER: -0 ■Complete items 1 and/or 2 for additional services. I also wish to receive the rn ■Complete items 3,4a,and 4b. following services(for an d •Print your name and address on the reverse of this form so that we can return this extra fee): card to you. ai > •Attach this form to the front of the mailpiece,or on the back if space does not 1. 0 Addressee's Address 2 5' permit. a) ■Write'Retum Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery N t •The Return Receipt will show to whom the article was delivered and the date c delivered. Consult postmaster for fee. B O a) II cc 3.Article Addressed to: 4a.Article Number m ca � 9 Lk-2,fxd� 0 C f- , rin1 4b.Service Type « O 0 Registered 0 Certified cc o)w '�, • .6�� Gi� 0 Express Mail ❑ Insured H IX 0 Return Receipt for Merchandise 0 COD G �Q(l�S )4Ct>'bo( �`L 7.Date of Deliver,' 4/l /�J, !�/ cc 5.Received By:(Print Name) 8.Addresse s Address(Only if requested c w and fee is paid) co t cc f- c 6.SignaturAddresse rA t) . , , • PS F6rm 3811, December 1994 Domestic Return Receipt r Sa , , ` prrFIVFP J J -' pT-� •._ •�• OCT , 6 1991 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR. GOVERNOR SECRETARY 113 Airport Drive Suite 100 P.O. Box 850 Edenton, NC 27932 October 9, 1997 Faye D. Austin P.O. Box 250 Manns Harbor, NC 27953 Dear Landowner: The North Carolina Department of Transportation is proposing to improve US 64-264 from west of Manns Harbor to south of Manteo, including a new Croatan Sound bridge. Since this work will take place in one or more Areas of Environmental Concern, the department must have the approval of the Division of Coastal Management (DCM) under provisions of the Coastal Area Management Act (CAMA). A copy of site plans that describes proposed work at a riparian site, which is adjacent to your land. If you need additional information please call me. The attached form is submitted to insure that you, an adjacent riparian landowner, have an opportunity to comment on the proposal. If you have no objections to the proposal, please return the form with your response within 30 days to this office. If you do have objections to the project, please forward your comments to: Ms. Lynn Mathis, Coastal Field Representative Division of Coastal Management N.C. Department of Environment, Health and Natural Resources 1367 U.S. 17 South Elizabeth City, N.C. 27909 Thank you for your cooperation. Sincerely, M. Randall Turner, Division Environmental Officer Planning & Environmental Branch-Division 1 Enclosures Phone: (919)482-7977 Fax: (919)482-3826 E-mail: mrturner@mail.dot.state.nc.us • t STATE OF NORTH CAROLINA OCT 1 6 \991 DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRErr JR. GOVERNOR SECRETARY 113 Airport Drive Suite 100 P.O. Box 850 Edenton, NC 27932 October 9, 1997 Merium D. Collins P.O. Box 1238 Manteo, NC 27954 Dear Landowner: The North Carolina Department of Transportation is proposing to improve US 64-264 from west of Manns Harbor to south of Manteo, including a new Croatan Sound bridge. Since this work will take place in one or more Areas of Environmental Concern, the department must have the approval of the Division of Coastal Management (DCM) under provisions of the Coastal Area Management Act (CAMA). A copy of site plans that describes proposed work at a riparian site, which is adjacent to your land. If you need additional information please call me. The attached form is submitted to insure that you, an adjacent riparian landowner, have an opportunity to comment on the proposal. If you have no objections to the proposal, please return the form with your response within 30 days to this office. If you do have objections to the project, please forward your comments to: Ms. Lynn Mathis, Coastal Field Representative Division of Coastal Management N.C. Department of Environment, Health and Natural Resources 1367 U.S. 17 South Elizabeth City, N.C. 27909 Thank you for your cooperation. Sincerely, M. Randall Turner, Division Environmental Officer Planning & Environmental Branch-Division 1 Enclosures Phone: (919)482-7977 Fax: (919)482-3826 E-mail: mrturnerc@mail.dot.state.nc.us • �le r .-dew STATE OF NORTH CAROLINA ��T 1 6 1991 DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETF JR. GOVERNOR SECRETARY 113 Airport Drive Suite 100 P.O. Box 850 Edenton, NC 27932 October 9, 1997 Oscar C. Collins c/o Johnnie Robbins P.O. Box 1675 Kill Devil Hills, NC 27948 Dear Landowner: The North Carolina Department of Transportation is proposing to improve US 64-264 from west of Manns Harbor to south of Manteo, including a new Croatan Sound bridge. Since this work will take place in one or more Areas of Environmental Concern, the department must have the approval of the Division of Coastal Management (DCM) under provisions of the Coastal Area Management Act (CAMA). A copy of site plans that describes proposed work at a riparian site, which is adjacent to your land. If you need additional information please call me. The attached form is submitted to insure that you, an adjacent riparian landowner, have an opportunity to comment on the proposal. If you have no objections to the proposal, please return the form with your response within 30 days to this office. If you do have objections to the project, please forward your comments to: Ms. Lynn Mathis, Coastal Field Representative Division of Coastal Management N.C. Department of Environment, Health and Natural Resources 1367 U.S. 17 South Elizabeth City, N.C. 27909 Thank you for your cooperation. Sincerely, M. Randall Turner, Division Environmental Officer Planning & Environmental Branch-Division 1 Enclosures Phone: (919)482-7977 Fax: (919)482-3826 E-mail: mrturneramail.dot.state.nc.us • p.r -3! ) • RCc1.\JcD `f auw+m' STATE OF NORTH CAROLINA OC1 1 6 '0 97 DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR. GOVERNOR SECRETARY 113 Airport Drive Suite 100 P.O. Box 850 Edenton, NC 27932 October 9, 1997 Eastern Fuels, Inc. P.O. Box 1386 Ahoskie, NC 27910 Dear Landowner: The North Carolina Department of Transportation is proposing to improve US 64-264 from west of Manns Harbor to south of Manteo, including a new Croatan Sound bridge. Since this work will take place in one or more Areas of Environmental Concern, the department must have the approval of the Division of Coastal Management (DCM) under provisions of the Coastal Area Management Act (CAMA). A copy of site plans that describes proposed work at a riparian site, which is adjacent to your land. If you need additional information please call me. The attached form is submitted to insure that you, an adjacent riparian landowner, have an opportunity to comment on the proposal. If you have no objections to the proposal, please return the form with your response within 30 days to this office. If you do have objections to the project, please forward your comments to: Ms. Lynn Mathis, Coastal Field Representative Division of Coastal Management N.C. Department of Environment, Health and Natural Resources 1367 U.S. 17 South Elizabeth City, N.C. 27909 Thank you for your cooperation. Sincerely, M. Randall Turner, Division Environmental Officer Planning & Environmental Branch-Division 1 Enclosures Phone: (919)482-7977 Fax: (919)482-3826 E-mail: mrturner@mail.dot.state.nc.us f• r •tea - R7.Ccl\ICn STATE OF NORTH CAROLINA oc1 6 1991 DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR. GOVERNOR SECRETARY 113 Airport Drive Suite 100 P.O. Box 850 Edenton, NC 27932 October 9, 1997 Cynthia Fulcher (Heirs) c/o Lavica Burgess Box 71 Manns Harbor, NC 27953 Dear Landowner: The North Carolina Department of Transportation is proposing to improve US 64-264 from west of Manns Harbor to south of Manteo, including a new Croatan Sound bridge. Since this work will take place in one or more Areas of Environmental Concern, the department must have the approval of the Division of Coastal Management (DCM) under provisions of the Coastal Area Management Act (CAMA). A copy of site plans that describe "*c, %"lhiich is adjacent to your land. If you nE ne. ,�� l vac T` U✓L'L-S Tr e that you, an adjacent riparian ►mment on the proposal. If you have - return the form with your respons �0 io have objections to the project, r).0 . ‘Pi rJ — '4eic, ` nAD .astal Field Representative Management � Environment, Health ��U S �) ources 27909 Sincerely, M. Randall Turner, Division Environmental Officer Planning & Environmental Branch-Division 1 Enclosures Phone: (919)482-7977 Fax: (919)482-3826 E-mail: mrturner@mail.dot.state.nc.us • sr oriNt);4...srAlt„ try, pErZSD STATE OF NORTH CAROLINA NI. 6 1997 DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR GOVERNOR SECRETARY 113 Airport Drive Suite 100 P.O. Box 850 Edenton, NC 27932 October 9, 1997 Frank Hester c/o Rudolph Collins P.O. Box 1386 Manteo, NC 27954 Dear Landowner: The North Carolina Department of Transportation is proposing to improve US 64-264 from west of Manns Harbor to south of Manteo, including a new Croatan Sound bridge. Since this work will take place in one or more Areas of Environmental Concern, the department must have the approval of the Division of Coastal Management (DCM) under provisions of the Coastal Area Management Act (CAMA). A copy of site plans that describes proposed work at a riparian site, which is adjacent to your land. If you need additional information please call me. The attached form is submitted to insure that you, an adjacent riparian landowner, have an opportunity to comment on the proposal. If you have no objections to the proposal, please return the form with your response within 30 days to this office. If you do have objections to the project, please forward your comments to: Ms. Lynn Mathis, Coastal Field Representative Division of Coastal Management N.C. Department of Environment, Health and Natural Resources 1367 U.S. 17 South Elizabeth City, N.C. 27909 Thank you for your cooperation. Sincerely, M. Randall Turner, Division Environmental Officer Planning & Environmental Branch-Division 1 Enclosures Phone: (919)482-7977 Fax: (919)482-3826 E-mail: mrturner@mail.dot.state.nc.us f• fir • u , r .g g�;N RECc1\in OC1 1 6 1997 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMEs B. HUNT JR. DNISION OF HIGHWAYS GARLAND B. GARRETF JR. GOVERNOR SECRETARY 113 Airport Drive Suite 100 P.O. Box 850 Edenton, NC 27932 October 9, 1997 M.L. Daniels Oil Co. Box 86 Manteo, NC 27954 Dear Landowner: The North Carolina Department of Transportation is proposing to improve US 64-264 from west of Manns Harbor to south of Manteo, including a new Croatan Sound bridge. Since this work will take place in one or more Areas of Environmental Concern, the department must have the approval of the Division of Coastal Management (DCM) under provisions of the Coastal Area Management Act (CAMA). A copy of site plans that describes proposed work at a riparian site, which is adjacent to your land. If you need additional information please call me. The attached form is submitted to insure that you, an adjacent riparian landowner, have an opportunity to comment on the proposal. If you have no objections to the proposal, please return the form with your response within 30 days to this office. If you do have objections to the project, please forward your comments to: Ms. Lynn Mathis, Coastal Field Representative Division of Coastal Management N.C. Department of Environment, Health and Natural Resources 1367 U.S. 17 South Elizabeth City, N.C. 27909 Thank you for your cooperation. Sincerely, M. Randall Turner, Division Environmental Officer Planning & Environmental Branch-Division 1 Enclosures Phone: (919)482-7977 Fax: (919)482-3826 E-mail: mrturner@mail.dot.state.nc.us i• sir ''. "t-ttREC I„ p OCT i61997 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR. GOVERNOR SECRETARY 113 Airport Drive Suite 100 P.O. Box 850 Edenton, NC 27932 October 9, 1997 Arthur L. Midgett Rt. 1, Box 1256 Manteo, NC 27954 Dear Landowner: The North Carolina Department of Transportation is proposing to improve US 64-264 from west of Manns Harbor to south of Manteo, including a new Croatan Sound bridge. Since this work will take place in one or more Areas of Environmental Concern, the department must have the approval of the Division of Coastal Management (DCM) under provisions of the Coastal Area Management Act (CAMA). A copy of site plans that describes proposed work at a riparian site, which is adjacent to your land. If you need additional information please call me. The attached form is submitted to insure that you, an adjacent riparian landowner, have an opportunity to comment on the proposal. If you have no objections to the proposal, please return the form with your response within 30 days to this office. If you do have objections to the project, please forward your comments to: Ms. Lynn Mathis, Coastal Field Representative Division of Coastal Management N.C. Department of Environment, Health and Natural Resources 1367 U.S. 17 South Elizabeth City, N.C. 27909 Thank you for your cooperation. Sincerely, M. Randall Turner, Division Environmental Officer Planning & Environmental Branch-Division 1 Enclosures Phone: (919)482-7977 Fax: (919)482-3826 E-mail: mrturner@mail.dot.state.nc.us .r PFrcl ,i-^ •'tea,.,�'- STATE OF NORTH CAROLINA OCT 1 6 1797 DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR. GOVERNOR SECRETARY 113 Airport Drive Suite 100 P.O. Box 850 Edenton, NC 27932 October 9, 1997 William Hunter Morgan, Sr. Box 176 Sunbury, NC 27979 Dear Landowner: The North Carolina Department of Transportation is proposing to improve US 64-264 from west of Manns Harbor to south of Manteo, including a new Croatan Sound bridge. Since this work will take place in one or more Areas of Environmental Concern, the department must have the approval of the Division of Coastal Management (DCM) under provisions of the Coastal Area Management Act (CAMA). A copy of site plans that describes proposed work at a riparian site, which is adjacent to your land. If you need additional information please call me. The attached form is submitted to insure that you, an adjacent riparian landowner, have an opportunity to comment on the proposal. If you have no objections to the proposal, please return the form with your response within 30 days to this office. If you do have objections to the project, please forward your comments to: Ms. Lynn Mathis, Coastal Field Representative Division of Coastal Management N.C. Department of Environment, Health and Natural Resources 1367 U.S. 17 South Elizabeth City, N.C. 27909 Thank you for your cooperation. Sincerely, M. Randall Turner, Division Environmental Officer Planning & Environmental Branch-Division 1 Enclosures Phone: (919)482-7977 Fax: (919)482-3826 E-mail: mrturner@mail.dot.state.nc.us p• 4,7 g „, R CFlvr_7 OCT , 6 1997 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETr JR. GOVERNOR SECRETARY 113 Airport Drive Suite 100 P.O. Box 850 Edenton, NC 27932 October 9, 1997 Wade E. White P.O. Box 96 Manns Harbor, NC 27953 Dear Landowner: The North Carolina Department of Transportation is proposing to improve US 64-264 from west of Manns Harbor to south of Manteo, including a new Croatan Sound bridge. Since this work will take place in one or more Areas of Environmental Concern, the department must have the approval of the Division of Coastal Management (DCM) under provisions of the Coastal Area Management Act (CAMA). A copy of site plans that describes proposed work at a riparian site, which is adjacent to your land. If you need additional information please call me. The attached form is submitted to insure that you, an adjacent riparian landowner, have an opportunity to comment on the proposal. If you have no objections to the proposal, please return the form with your response within 30 days to this office. If you do have objections to the project, please forward your comments to: Ms. Lynn Mathis, Coastal Field Representative Division of Coastal Management N.C. Department of Environment, Health and Natural Resources 1367 U.S. 17 South Elizabeth City, N.C. 27909 Thank you for your cooperation. Sincerely, M. Randall Turner, Division Environmental Officer Planning & Environmental Branch-Division 1 Enclosures Phone: (919)482-7977 Fax: (919)482-3826 E-mail: mrturner@mail.dot.state.nc.us f• ap s.,.srnh o�,`., nl� : t.1r^r:! /,--.-, 6 1997 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMEs B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR. GOVERNOR SECRETARY 113 Airport Drive Suite 100 P.O. Box 850 Edenton, NC 27932 October 9, 1997 Alligator River National Wildlife Refuge P.O. Box 1969 Manteo, NC 27954 Dear Landowner: The North Carolina Department of Transportation is proposing to improve US 64-264 from west of Manns Harbor to south of Manteo, including a new Croatan Sound bridge. Since this work will take place in one or more Areas of Environmental Concern, the department must have the approval of the Division of Coastal Management (DCM) under provisions of the Coastal Area Management Act (CAMA). A copy of site plans that describes proposed work at a riparian site, which is adjacent to your land. If you need additional information please call me. The attached form is submitted to insure that you, an adjacent riparian landowner, have an opportunity to comment on the proposal. If you have no objections to the proposal, please return the form with your response within 30 days to this office. If you do have objections to the project, please forward your comments to: Ms. Lynn Mathis, Coastal Field Representative Division of Coastal Management N.C. Department of Environment, Health and Natural Resources 1367 U.S. 17 South Elizabeth City, N.C. 27909 Thank you for your cooperation. Sincerely, M. Randall Turner, Division Environmental Officer Planning & Environmental Branch-Division 1 Enclosures Phone: (919)482-7977 Fax: (919)482-3826 E-mail: mrturner@mail.dot.state.nc.us