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HomeMy WebLinkAboutNCDOT 7-98 Mashoes Rd Wetland Mitigation Site Ara NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr.. Secretary February 17, 2006 Philip S. Harris, HE, P.E. Project Development and Environmental Analysis N.C. Department of Transportation 1583 Mail Service Center Raleigh, NC 27699-1583 RE: Mashoes Road Wetland Mitigation Site, Dare County, Coastal Area Management Act (CAMA)Permit No. 7-98, TIP No. R-2551 and TIP No. K-4003. Dear Mr. Harris: This letter is in response to your correspondence dated 6/13/05 to the N.C. Division of Coastal Management(DCM)regarding the regulatory release of the Mashoes Road Wetland Mitigation Site in Dare County. This 399-acre site provides coastal marsh restoration and preservation, forested wetlands restoration and preservation, open water, and forested upland hummocks. The site is designed to mitigate for impacts incurred by the improvements to US 64/264 in Dare County from US 264 in the Alligator River National Wildlife Refuge to NC 345 south of Manteo, including new bridges across Spencer Creek and the Croatan Sound (TIP No. R-2551, CAMA Permit No. 7-98) and the Roanoke Island Visitor Information Center and Rest Area(TIP No. K-4003, modification to CAMA Permit No. 7-98). The mitigation plan states that: "This species [Phragmites australis] will be excluded from the coastal marsh restoration area Phragmites will also be totally controlled on the coastal marsh site following construction." In a letter to the N.C. Department of Transportation (NCDOT) dated 5/2/05, DCM expressed our concern that 108 of the 160 vegetation plots monitored in 2004 contained Phragmites australis. This letter also informed NCDOT that DCM does not allow CAMA Coastal Wetland mitigation credit for areas dominated by Phragmites. On 8/9/05, DCM staff attended an interagency site visit with NCDOT to the Mashoes Road Wetland Mitigation Site. The following other state and federal agencies were also represented: the U.S. Army Corps of Engineers (USACE),Ecosystem Enhancement Program (EEP), NCDOT, Wildlife Resources Commission (WRC), U.S. Fish and Wildlife Service (USFWS),Environmental Protection Agency(EPA) and N.C. Division of Water Quality(DWQ). The site visit attendees agreed that the site has met its goals and success criteria, except for the fact that it is dominated by Phragmites. All of the agencies agreed that NCDOT has done everything reasonable to control the Phragmites. However, DCM did not agree that a site dominated by Phragmites can be considered acceptable mitigation for CAMA Coastal Wetland impacts. 1638 Mail Service Center, Raleigh, North Carolina 27699-1638 Phone: 919-733-2293\FAX: 919-733-1495\Internet: http://dcm2.enr.state.nc.us An Equal Opportunity\Affirmative Action Employer—50%Recycled\10%Post Consumer Paper In a letter dated 10/27/05, USFWS provided a statement of management intent for the Mashoes Road Wetland Mitigation Site. Specifically, the USFWS 10/27/05 letter states that: "Land and waters of the Mashoes Road Mitigation Site, upon transfer to the U.S. Fish and Wildlife Service, will be integrated into the overall refuge lands system as part of the Alligator River National Wildlife Refuge. These lands will be subject to management actions that will provide the highest quality natural wildlife habitat possible...." Based upon the statement of management intent contained within the 10/27/05 USFWS letter, DCM will agree with NCDOT's recommendation to discontinue monitoring at this site. While DCM does not typically accept coastal marsh dominated by Phragmites as mitigation for CAMA Coastal Wetland impacts, this site is being considered as a special exception due to the USFWS' . demonstrated interest in acquiring the site, their dedication to long-term management of the site, including control of Phragmites, and their success in controlling Phragmites in similar adjacent areas. DCM cautions NCDOT that the decision to agree with the recommendation to discontinue monitoring at this site should not be interpreted as a change from our position that a mitigation site that is dominated by Phragmites is not suitable mitigation for impacts to CAMA Coastal Wetlands. DCM is only agreeing with NCDOT's recommendation to discontinue monitoring at this site due to the statement of management intent contained within the 10/27/05 USFWS letter, and our belief that this will ensure that the site provides high quality coastal marsh habitat in the long-term. Please contact Cathy Brittingham at(919) 733-2293 x238 or via e-mail at Cathy.Brittingham@ncmail.net is you have any questions or concerns. Sincerely, adj4 Doug Huggett Major Permits and Consistency Coordinator CC: Mike Bryant, USFWS Bill Biddlecome, USACE Randy Griffin, NCDOT Melissa Carle,DCM Wanda Gooden,DCM Mac Haupt,EEP Jim Stanfill,EEP. k. �``..4NT OF O �'` DEPARTMENT OF THE ARMY �� '� WILMINGTON DISTRICT, CORPS OF ENGINEERS ~ ,t P.O.BOX 1890 �,,� y ��' WILMINGTON,NORTH CAROLINA 28402-1890\�Fs w`�� IN REPLY REFER TO April 13, 2006 R ' IE Regulatory DivisionAPI.? 1 `?�� Action ID No. 199502334 Div,OF R �'rf; Dr. Gregory J. Thorpe, Ph.D. Environmental Management Director, PDEA N.C. Department of Transportation 1548 Mail Service Center Raleigh,North Carolina 27699-1548 Dear Dr. Thorpe: Reference the Department of the Army (DA)permit issued to you on March 5, 1998, associated with the widening of approximately 10 miles of U.S. Highway 64-264, including constructing a new bridge over the Croatan Sound and adjacent marshes, from US Highway 64- 264 west of Manns Harbor to NC 345 south of Manteo, in Dare County,North Carolina(TIP No. R-2552, Federal Aid Project No.NHF-64(6), State Project No. 8.T051401). Also reference your subsequent written request dated March 23, 2006, for a permit modification to modify the requirements of special condition e. in the USACE permit to you described above. The original special condition (e) required that mitigation work for marsh and non- riverine bottomland hardwood wetlands be undertaken at the Mashoes Road mitigation site pursuant to the plan entitled"Mitigation Plan,Mashoes Road Mitigation Site." The Mashoes Road mitigation plan had previously stated that a 0% tolerance for Phragmites australis would be allowed in the coastal marsh site following construction. As indicated in the yearly monitoring reports,Phragmites has been treated at the site yearly and NCDOT has made every effort possible to control the spread of Phragmites throughout the site. Your modification request proposes that we eliminate the 0%tolerance requirement for Phragmites. In association with this proposal, the land and waters of the Mashoes Road Mitigation Site will be transferred to the U.S. Fish and Wildlife Service (FWS) as part of the project mitigation plan and will be integrated into the overall refuge lands system as part of the Alligator River National Wildlife Refuge. These lands will be subject to management actions that will provide the highest quality natural wildlife habitat possible. Management actions which will be used by the FWS include,but are not restricted to,use of prescribed fire to mimic natural fire regimes and control of invasive and exotic species such as Phragmites. The FWS will see that the lands of the Mashoes Road Mitigation Site will be maintained and managed under the mission and purpose statement of the National Wildlife Refuge System. The mission of the National Wildlife Refuge System is to administer a national network of lands and waters for the conservation, management, and where appropriate, restoration of the fish, wildlife, and plant resources and their habitats within the United States for the benefit of present and future generations of Americans. On August 9, 2005, an interagency site visit to the Mashoes Road Mitigation Site was attended by staff from the U.S. Army Corps of Engineers (USACE), North Carolina Department of Transportation(NCDOT),North Carolina Division of Coastal Management(CAMA), Ecosystem Enhancement Program (EEP),North Carolina Wildlife Resources Commission (WRC), U.S. Fish and Wildlife Service (FWS), Environmental Protection Agency(EPA), and the North Carolina Division of Water Quality(DWQ). At that time, all the agencies except for DCM were in agreement that the mitigation site had met its goals and success criteria and that the site could be considered closed and that no further monitoring shall be required. DCM by letter dated February 17, 2006 agreed that based on the FWS statement of management intent for the site that upon transfer to the FWS the area would no longer need to be monitored and they would except the mitigation as a special exception due to the FWS demonstrated interest in acquiring the site, including control of Phragmites, and their success in controlling Phragmites in similar adjacent areas. This modification request was coordinated with the appropriate State and Federal agencies and the coordination revealed no objections to this modification request. Therefore, special condition (e) of the referenced permit shall remain in full force and effect with the exception that references to the control of Phragmites australis shall be replaced with the following language: -As of the date of this permit modification, The NC Department of Transportation is no longer responsible for the control of Phragmites australis on the Mashoes Road mitigation site. It is understood that all conditions of the original permit remain applicable and that the expiration date is unchanged. In addition,by copy of this letter, we are notifying you that no further monitoring of the site will be required. Any questions regarding this correspondence may be directed to Mr. Bill Biddlecome, NCDOT Coordinator/Regulatory Project Manager at the Washington Regulatory Field Office, telephone(252) 975-1616, extension 26. Sincerely, John E. Pulliam, Jr. Colonel,U.S. Army District Engineer 2 ib r' Copies Furnished: rs. Cathy Brittingham Division of Coastal Management Mr. Ron Sechler 1638 Mail Service Center National Marine Fisheries Service Raleigh,North Carolina 27699-16387 101 Pivers Island Beaufort,North Carolina 28516 Mr. John Hennessy Water Quality Section Mr. Chris Militscher Division of Environmental Management C/O FHWA North Carolina Department of Environment U.S. Environmental Protection and Natural Resources Agency 1650 Mail Service Center Raleigh Office Raleigh,North Carolina 27699-1650 310 New Bern Avenue, Room 206 Raleigh,North Carolina 27601 Mr. Travis Wilson Eastern Region Highway Project Mr. Mike Bryant Coordinator U.S. Fish and Wildlife Service Habitat Conservation Program P.O. Box 1969 1142 I-85 Service Road Manteo,North Carolina 27954 Creedmoor, North Carolina 27522 Mr. Pete Benjamin Mr. Mac Haupt U.S. Fish and Wildlife Service North Carolina Ecosystem Fish and Wildlife Enhancement Enhancement Program Post Office Box 33726 1652 Mail Service Center Raleigh,North Carolina 27636-3726 Raleigh,North Carolina 27699-1652 3 R »ssrvia w111" r,7) MAR 3 0 200E fit otv Or CCIA' • I y d STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F.EASLEY LYNDO TIPPETT GOVERNOR SECRETARY March 23, 2006 U.S. Army Corps of Engineers Washington Regulatory Field Office P.O. Box 1000 Washington,NC 27889-1000 Attention: Mr. Bill Biddlecome NCDOT Coordinator Dear Sir: Subject: Permit Modification; US 64/264 Bridge over Croatan Sound, Dare County; TIP No. R-2551 &K-4003; State Project No. 8.T051401;Action ID 199502334; DWQ Project Nos. 970856 & 000964; DCM Permit No. 7- 98. The U. S. Army Corps of Engineers (USACE) issued a Section 404 Individual Permit (IP) on March 4, 1998 for the construction of the subject projects. The special conditions of the IP required the North Carolina Department of Transportation to compensate for a portion of the unavoidable wetland impacts by providing the following: restore 8.0 ac. of previously affected palustrine forested wetlands, preserve 76.20 ac. of palustrine forested wetlands, restore 13.10 ac. of previously affected estuarine marsh wetlands, and preserve 122.90 acres of estuarine marsh wetlands at the Mashoes Road mitigation site in Dare County. As you are aware, the Department constructed the mitigation site in the Spring of 1999 and planting was completed in Spring of 2001. Currently, the site has completed the fourth year of post-construction monitoring. As was documented in the 2004 Annual Monitoring Report and discussed at the 2004 Mitigation Monitoring Report Meeting on May 5, 2005,NCDOT has proposed to closeout the Mashoes Road mitigation site. During the monitoring report meeting, the N.C. Division of Coastal Management(NCDCM) expresseira concern fiiat-10$ofT60 marsh vegetation plots monitored in 2004 contained Phragmites australis. According to Special Condition e. in the original permit dated March 4, 1998, mitigation work for marsh and non-riverine bottomland hardwood wetlands will be undertaken at the Mashoes Road mitigation site pursuant to the plan entitled"Mitigation Plan, Mashoes MAILING ADDRESS: TELEPHONE: 919-715-1500 LOCATION: NC DEPARTMENT OF TRANSPORTATION FAX: 919-715-1501 PARKER LINCOLN BUILDING PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 2728 CAPITAL BOULEVARD 1548 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC RALEIGH NC 27699-1548 Road Mitigation Site". The Mashoes Road mitigation plan had previously stated that a 0%tolerance for Phragmites would be allowed in the coastal marsh site following construction. As indicated in the monitoring report,Phragmites has been treated at the site yearly. NCDOT has made every effort possible to control the spread of Phragmites throughout the site. The Department requests that the USACE modify the permit to allow Phragmites australis at the Mashoes Road mitigation site. NCDOT also requests that the USACE consider the Mashoes Road mitigation to be closed and that no further monitoring shall be required. During an interagency site review on August 9, 2005, the site visit attendees agreed that the site was successful and had met it goals with the exception of controlling Phragmites. All of the agencies except for NCDCM also agreed that NCDOT could close out the site. Since that meeting,NCDOT has proposed to NCDCM that the site be closed out contingent upon the site being transferred to the U.S. Fish&Wildlife Service (USFWS) and included in their land management program. The site will be integrated into the overall refuge lands system as part of the Alligator River National Wildlife Refuge. The site will also be subject to management actions that will provide the highest quality natural wildlife habitat possible. Please see the attached USFWS letter dated October 27, 2005 stating that the site will be incorporated into their land management plan. After reviewing the proposal from USFWS,NCDCM has provided a closeout letter to NCDOT for the Mashoes Road mitigation site so long as the conditions stated in the letter are met. Please see the attached NCDCM letter dated February 17, 2006 stating that the site will be considered closed. Thank you for all of your help with this project. If you have any questions or would like additional information,please contact Mr. Randy Griffin of my staff at(919) 715-1425. Sincerely, K c,1,---; P,1� Grego 'J.Thorpe,Ph.D., Manager Project Development and Environmental Analysis Branch Li cc: Mr. John Hennessy,NCDWQ Mr. Travis Wilson,NCWRC - - Ms.-Kathy Matthews USEPA--______ Mr. Ronald Mikulak,USEPA-Atlanta, GA Mr. Clarence W. Coleman, P.E.,FHWA Mr. Gary Jordan, USFWS Mr. Ron Sechler,NMFS Mr. Michael Street,NCDMF Ms. Cathy Brittingham,NCDCM Ms. Wanda Gooden,NCDCM Dr. David Chang, P.E., Hydraulics Mr. Greg Perfetti, P.E., Structure Design Mr. Mark Staley, Roadside Environmental Mr. Anthony Roper, P.E., Division 1 Engineer Mr. Clay Willis,Division 1 Environmental Officer Mr. Scott McLendon, USACE, Wilmington Mr. Jay Bennett, P.E., Roadway Design Mr. Majed Alghandour, P. E.,Programming and TIP Mr. Art McMillan,P.E., Highway Design Mr. Carl Goode, PE,Human Environment Unit Head Mr. Bill Gilmore, PE, NC Ecosystem Enhancement Program OQ `SENT OFT F P� ti .co 2i ' 'A '— United States Department of the Interior _ Ma ch 3 FISH AND WILDLIFE SERVICE RECEIVED . Alligator River National Wildlife Refuge OCT n Pea Island National Wildlife Refuge 2005 Post Office Box 1969 Manteo,North Carolina 27954 DlVVON O;F}?!-iMAYS (252)473-1131 473-1668 (fax) PDEA-OF FIC OF NATURAL F.NVIROWENT October 27, 2005 Mr. Philip S. Harris III, PE CPM NCDOT - Project Development & Environmental Analysis Branch Natural Environment Unit Head 1598 Mail Service Center Raleigh, NC 27699-1598 Dear Mr. Harris: We have been advised of the current status of the Mashoes Road Mitigation Site adjacent to Alligator River National Wildlife Refuge. It is our understanding that prior to a land transfer action as part of the project mitigation plan, various agencies require a statement of management intent from the refuge. Land and waters of the Mashoes Road Mitigation Site, upon transfer to the U. S. Fish and Wildlife Service, will be integrated into the overall refuge lands system as part of the Alligator River National Wildlife Refuge. These lands will be subject to management actions that will provide the highest quality natural wildlife habitat possible. Land based management actions will be implemented so as to prevent degradation in quality of adjacent waters from these actions. Examples of management actions include, but are not restricted to, use of prescribed fire to mimic natural fire regimes and control of invasive and exotic species such as Phragmites. All management actions will be contingent upon availability of funds and staffing. From the National Wildlife Refuge System Act of 1997, "The mission of the National Wildlife Refuge System is to administer a national network of lands and water for the conservation, management, and where appropriate, restoration of the fish, wildlife, and plant resources and their habitats within the United States for the benefit of present and future generations of Americans." Alligator River National Wildlife Refuge was established for the purpose of protecting natural resources, the conservation of threatened and endangered species, and providing habitat for migratory birds and other wildlife. Lands of the Mashoes Road Mitigation Site will be maintained and managed under the same mission and purpose statements. If you need additional information, please call us at (252) 473-1131. Sincerely, 5 , J.:t. Mike Bryant Project Leader .aa:N� � �, 1itel3 States Department of the Interior RCA ��� FISH AND WILDLIFE SERVICE RECEIVEDII Alligator River National Wildlife Refuge , Pea Island National Wildlife Refuge Post Office Box 1969 Maniea,North Carolina 2795-5 MEN OF HIM_MYS ("252)473-11.31 473-16(8(fax) I 'Jt'NATU; EY t I October 27, 200$ Mr. Philip S. Harris Ill, PE CPM a NCDOT-Project Development& Environmental Analysis Branch Natural Environment Unit Head 1598 Mail Service Center Raleigh, NC 27699-1558; Dear Mr. Harris. • We have been advised of the current status of the Mashoes Road Mitigation Site adjacent to F Alligator River National Wildlife Refuge_ It is our understanding that prior to a land transfer action as part of the project mitigation plan, various agencies require a statement of management intent frcm the refuge. Land and waters of the Mashoes Road Mitigation Site, upon transfer to the U, S. Fish and 1 Wildlife Service, will be integrated into the overall refuge lands system as part of the Alligator River National Wildlife Refuge. These lands will be subject to management actions that will provide the highest quality natural wildlife habitat possible. Land based management actions will be implemented so as to prevent degradation in quality of adjacent waters from these actions. Examples of management actions include, but are not restricted to, use of prescribed i fire to mimic natural fire regimes and control of invasive and exotic species such as Phragmites. 1 All management actions will be contingent upon availability of funds and staffing. From the National Wildlife Refuge System Act of 1997, The mission of the National Wildlife . Refuge System is to administer a national network of lands and water for the conservation, F management, and where appropriate, restoration of the fish, wildlife, and plant resources and - their habitats within the United States for the benefit of present and future generations of Americans.' Alligator River National Wildlife Refuge was established for the purpose of protecting natural resources, the conservation of threatened and endangered species, and providing habitat for migratory birds and other wildlife. Lands of the Mashoes Road Mitigation Site will be maintained and managed under the same mission and purpose statements. If you need additions! information. please cal! us at(252)473-1131.. Sincere,t � -, b Mike Bryant Project Leader . a (1:4111..srAT".4% ' CEIVIED STATE OF NORTH CAROLINA JUL 1 2 2005 DEPARTMENT OF TRANSPORTATION oretlead City DCM MICHAEL F.EASLEY LYNDO TIPPETT GOVERNOR SECRETARY June 13, 2005 i Mr. Doug Huggett d "��F r NC Division of Coastal Management 'JUL 2005 Parker Lincoln Building 2728 Capital Boulevard DlV Of CpASitZi�F�d:F.t��rkE.cl Raleigh,NC 27604 , Rf,Lf1GN. Re: Mashoes Road Mitigation Site,Dare County, State Project No. 8.T051402 TIP No.. • R-2551WM& K-4003,Action ID No. 199502334,DWQ Project Nos. 970856 &000964, DCM Permit No. 7-98 0 Mr. Doug Huggett: As you are aware,the Department has monitored the Mashoes Road Mitigation Site since its construction in winte-of 1998. Located in Dare County, approximately I miles'north of Manns Harbor on SR 1113 (Mashoes Road). This 399-acre site provides SVM restoration and preservation, forest wetlands restoration and preservation, open water,and forested upland hummocks. The Mashoes Road site provides compensatory mitigation for impacts associated with R-2551 and K-4003. The west side of the site was planted with bottom land hardwood species in Spring of 1999 and hydrologic monitoring gauges were installed throughout the entire site in March of 19!. The east side of the site was constructed in 1999-nut was not planted at that time in an attempt to control Phragmites. The east side of the site was planted with marsh grass in the spring of 2001. NCDOT proposed to monitor the Mashoes Road mitigation site for five years or until success criteria were met; with both hydrological and •egetation monitoring _ conducted each year. After each growing season, annual monitoring reports were submitted to the appropriate regulatory agencies. Hydrologic success criteria stipulated that the forested wetland(west side) must be inundated or saturated within 12-inches of the surface for a minimum of a consecutive 12.5% of the growing season. Thus for the 258-day growing season in Dare County,the criteria is a consecutive 32 days. In the coastal marsh wetland (east side), success criteria include saturation or inundation within 12-inches of the surface for 25% of the growing season or statistically the same as the reference ecosystem. Table 1 provides a summary of the hydrologic data(the percentage of the growing season that saturation was indicated) at each groundwater gauge location and surface water gauge location for the past five years of monitoring. MAILING ADDRESS: TELEPHONE: 919-715-1500 LOCATION: NC DEPARTMENT OF TRANSPORTATION FAX: 919-715-1501 PARKER LINCOLN BUILDING PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 2728 CAPITAL BOULEVARD 1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC RALEIGH NC 27699-1598 < , Table 1. S au II• of H drolo:'c Monitorin`:+Data,2001-2004 ,1fz .. sF,EPIry ICE' i'.'o e :t i 3 b. -' l:' "> f' %P ,L., \ �r J a '•I �`;• MR-S 1 (ref) 82.6 20.9 36.1 78.1 100.00 MR-S2 89.5 76.7 56.6 22.3 29.5 MR-S3 (ref) 100.0 100.0 100.0 100.0 100.0 MR-S4 (ref) 100.0 100.0 37.7 100.0 100.0 MR-S5 74.4 14.7 36.1 100.0 73.7 MR-S6 100.0 100.0 38.4 100.0-. 100.0 MR-S7 (ref) 100.0 100.0 36.1 100.0 100.0 MR-S8 100.0 100.0 100.0 87.0' . 100.0 MR-G9 (ref) 81.4 48.4 36.1 100:0 100.0 MR-G 10 (ref) 100.0 100.0 31.4 64.7 44.2 MR-G11, 18.2 21.3 50.0 :100.0 ' ; ;;.:100.0 . • MR-G12, , 45.0 . 100.0 36.1 89.1 35.7 MR-G13 (ref) 69.0 63.6 16.7 89.1 " 83.7 MR-G14 100.0 22.0 50.0 100.0 100.0 MR-G15* N/A 13.6 36.1 100.0 100.0 MR-G16* N/A 14.3 36.1 100.0 100.0 MR7G17*.. N/A . 18.2. 50.4 .100.0 81.0 MR-G 18* , N/A 99.2 54.0 100.0 100.0 - MR-G19* . :N/A ' 99.2 36.1 1-00.0 90.4 . Climate - Average Average Average Average Average Conditions Rainfall Rainfall Rainfall Rainfall Rainfall *Gauges 15 through 19 were not installed until 2001 After five years of marsh vegetation monitoring, vegetation data for 2004 shows that the site has met the 70%frequency of targeted species criteria by yielding 100%. The vegetative cover scale value of 4 8 is very close to meeting the requirement of 5.0 for year five. The site has been treated yearly in an attempt to control the Phragmites. After five years of bottomland hardwood vegetation monitoring, vegetation data for 2004 shows that the site has met vegetative success criteria by yielding an average density of 482 trees per acre surviving. Individual yearly monitoring data is provided within the annual monitoring reports submitted between 1999 and 2004. During the annual monitoring report meeting on May 5, 2005,NCDOT and resource agencies agreed that the Mashoes Road Mitigation Site could be closed and that monitoring could be discontinued. NCDOT requests that the appropriate resource agencies provide documentation stating that no further monitoring is required and that the site is closed. All remaining credits at this site have been transferred to the Ecosystem Enhancement Program per the Memorandum of Agreement dated July 22, 2003. If you have any questions about this project,please contact Mr. Randy Griffin at (919) 715-1425. i; Sincerely, e E Philip S. Harris,III,P.E.,Unit Head PDEA-Natural Environment Unit cc: .Mr. Bill Biddlecome,USACOE • . _ - Ms.Christina Breen,DWQ - Mr. Travis Wilson, WRC Mr.Chris Militscher, EPA Mr. Gary Jordan,USFWS • Mr. David Harris,P.E.,NCDOT-REU Mr. Clay Willis,NCDOT-DEO Mr. Ron Sechler,NOAA Mr. Bill Gilmore, EEP MEMORANDUM TO: Cathy Brittingham CC: FROM: Melissa Carle DATE: December 16, 2005 SUBJECT: Mashoes Road Mitigation Site,Dare County I agree that the Mashoes Road Mitigation Site can be closed out. While it is not DCM policy to accept coastal marsh dominated by Phragmites australis as mitigation for CAMA wetland impacts,I believe that this site can be considered a special exception. The United States Fish and Wildlife Service have demonstrated their interest in acquiring the site and their dedication to long-term management of the site, including control of Phragmites. This should ensure that the site provides high quality coastal marsh habitat over the long run. Page 1 of 1 White's Store/Mashoes Road/NC 12 Hatteras Subject: White's Store/Mashoes Road/NC 12 Hatteras From: Jason Elliott<jelliott@dot.state.nc.us> Date: Fri, 09 Sep 2005 07:25:44 -0400 To: Cathy Brittingham<cathy.brittingham@ncmail.net>, Melissa Carle<Melissa.Carle@ncmail.net> CC: Byron Moore<bgmoore@dot.state.nc.us> Cathy/Melissa, Good morning. I wanted to check with you to see if a decision had been made yet regarding closing out the subject sites. I have received closeout letters for these sites from DWQ and verbal okay from Corps. Please let me know at your earliest convenience as to whether or not we can consider these sites closed. Jason 1 of 1 9/22/2005 8:34 AM • s♦S7N[o STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY 1501 MAIL SERVICE CENTER, RALEIGH,N.C. 27699-1501 LYNDO TIPPETT GOVERNOR SECRETARY February 25, 2002 Mr. Mike Bell PECEIVE.7 US Army Corps of Engineers FEB 2 8 2002 Washington Field Office 107 Union Drive DIV.OF COASTAL MANAGEMENT Suite 202 RALEIGH Washington, North Carolina 27889 Dear Mr. Bell: Subject: As-Built Package for Mashoes Road Mitigation Site, Dare County, TIP Project Number R-2551WM Please find enclosed the As-Built Package for the above mentioned on-site mitigation in Dare County. The package includes as-built elevations and plan sheets per construction of the site. This package represents the final plan sheets with all the modification that were encountered during the construction of the project. Also included is a monitoring plan showing the location of all the surface and groundwater monitoring gauges, as well as the vegetation monitoring plots. Construction began on this mitigation site in the 1998 and was completed around May, 2001. Since completion of construction the groundwater gauges and vegetation plots have been established. If you should have any questions, please contact Mr. Byron Moore, Natural Systems Engineer, at (919) 733-1150. Sincerely, V. Charles Bruton, Ph.D., Assistant Branch Manager Project Development and Environmental Analysis Branch PHONE 919-733-3141 FAX 919-733-9794 Cc: w/ attachment file John Hennessy, NCDWQ /Kelly Williams, DCM W/0 attachment David Cox, WRC Tom McCartney, USFWS Randy Midgett, PE, NCDOT-Resident Engineer Ken Pace, NCDOT-REU Bill Moore, NCDOT-Geotechical . PROJ. REFERENCE NO. SHEET NO. TOTAL SHEETS R-2551WM WM-1 STATE PROJECT NO. F.A. PROJ. NO. DESCRIPTION HARE CO \ TY, NOT - CAROLI\A VASHOES ROAD MITIGATIO\ SITE As- 3uilt Vecetation plan Marsh Area (1108 acres) r---1 11.4 ACRES SAWGRASS _-,,-•-��. 004 ACRES BLACK NEEDLERUSH -�---4-4 ��`� �� i�4e eras"( �ra � i` - % ..tip/�►� 4.0 . d/11//Iril111If11/' �k rt: _,,,‘"" O'" 'W .A111111111111S111111•1"- ''k 0,-„,s. el° ..diummatistir VA 1 i TT (4.1111 tlf111fair- f /lIIIiIIIIII0/" i, 5j0I_.!r 4 .46100.110.- l ; • •ii•••Nor /fit ../1126111111111.- OA _-.Aft 2- d.1111111111.1r. Tree Area (7 acres) .%Ifs■■I!/' 2t se 4..m...r.- ir, RAW 2.7 ACRES ZONE 1 \� ■amp►" h............. 1.Pb. .4,-‘-`-` V / 4.3 ACRES ZONE 2 ZONE 1 - BALD CYPRESS, WILLOW OAK, WATER OAK, GREEN ASH, BLACK GUM ZONE 2 - BALD CYPRESS, WILLOW OAK, WATER OAK, GREEN ASH cr.m N R-2551WM — 5 REV B ` ' MASHOES ROAD MITIGATION SITE AS-BUILT TOPO / MONITORING GAUGE LOCATIONS _ may 0 MR-S4 (REF) `,,, r \ L r " ' -_ X=2952308.696 0�• __ \ • S Y=803734.5960` � `i / \ \ / 7 a..,- / / \ , ---• /1 44., -... 4 `ti \ i r \ .J \ . ��`'- ---- --. \ ,n`•`_` MR-S5 - .-�'\. �\ ,� _. X=2952253.8300 • \ •� '�, Y=803555.2340 .. i `` i • , . W — a. -- ` !/ , X=2952377.6072',\ 4��0--_____ / ,,----) `. „ \ ,,,. \:\F\ H __ t 'Y-803460.132-0 E- 0 -` 1. . \ \ x \ , u - \ i N ? /� ,\ ~ : �.4. ' �OE . N.,; X=2952067 37,6b:>. RD. �. -- — . � Y=8033\67.2290 `\ i •.., \ \\ `.',,.\s', _—_A. ,S ��\�� ~ -\ _..-.. - �'\\ • MR-S7 (REF) ``; 1% �� \. X=2952797.4200 _- - . - MR-G14 . . MRAG-1 . .� \ -. �, Y=803122.0870 J /- X=2952037.63T0 X=2952646.5510 / �1 i" 1 • � \ i Y=803278.9050`..- Y=803278,5190/ / / I ' , . .- _ \\‘ �� • ::, \ '� - �� ;' S MR-G9 (REF) MR-S8 �`~- ��a .� X_2952313.2250 <_ �\ �`Y=$929849.80420 • '� _,. / Y 803064.8380 _, S` Q\ 717 N MR-G10 (REF) ``'- X=2951998.7080 \`~�N',.•. w Y=803015.6140 • SURFACE GAUGE N �\>.� N GROUNDWATER GAUGE `': \ »?N A RAIN GAUGE '1/ \ NN NMtil i,,` MQ 1'1 vM2 ,NIT NNLL MNV NN NNIII NNN III NN NNE :a..4651,e*r5-•,ar.--. ..._„_m..,...,.=s.k•.»� .....a..z -.a,,, nx. ..m>,...,a.,n,w,.:, le,,,M1,1,...3=1,-,,01tt.' fl.=.v+r.. ,...eAwm r .�a,m,:,- • a.....3•.11ex stars«:r:. ,a,,...sa.,,,,,ac .Aaa. Rxa-^..w/a•w.nraa„.„..:.,.ne*.. • REVISIONS 8_2556611_ �_- &LA ••ow._ 40�t*cuto7.. rFap oFEssiaNtr, e 1 16378 .1.. ' t4 $iI,v INE ` ��y4Y.TNlgra . • N 803.622.27 E 2.952.398.33 I "-—_ N.80,5,43.60 J1.2: 2,4449 \ r, N `4 h ~' ` � : 803,528.67` E 2,952,395.83 + in N 803.137.72 C \ N 803 333.30 E 2,952.723.62- p � \�-t`�-_E - E 2.952.520.33 N BO3J51�6 N 802,943.T9 ".,,� "'-�-•F_--�. N 807,259.55 E 2.952.87i.51 " E 2.952.873.T0 25 11.71 I _ _ c /" E E £ £ N 802.T86 46 / -�-� £ w E 2,952,9T i - -r � N 802,651.89 REMOKE f t ��`` \,,.€'\K E 2.953.022.40 _,-- APPROXIMATE GRADING UMITS : Q 4' t• 1 i t APPROXIMATE GRADING LIM/r y /�` E\ .88 E 2 953,020.60 - 13 o • _ - �. r�_c� Y t— f'- - a- - � — —' — \ oi '�.:--, N 803.322.2730 Z _,\\ E 2,952,230.8640 J Y �� .1 4 ^0 \ N 803.193.6250 •""-' \ `�✓ E 2.952.222.0560 -L- Lod P/Slo 27+0125 P!s S/o 32+53.00 " � N 803,119.4270 �, 6 = 28'36'52T(RT I e s = 4'39'00,0' 1 • /E 2,952,189.4890 N cv t APPROXIMATE GRADING LIMITS T - 47/36' ST = 100.06' 1 it R - I.84825' La le « f wN N 803.052.9270 « t/ E 2.952.145.1680 « !� » Y' » 0//z Q �N 803,036.7180 »V »� E 2.952.071.5170 »» »» I • MA »» M» .<.a.m-t '�.t^'c. �'Yet6 ,�+.r:2p'.ITh9`•a-- -- a.. .. ., f3z^,ff1,=n 4�,'Yi�-.ffiPt lffi'CLR ..'xa1RAbM+F`A¢ =dtt..?fs:Sl E...x.+.Y' "r.C++sy,Ma:35�WA6a�b - - fii'[W_bG._ ��py .. - . �.+ .. ..flSfl TtBNn;i.; X'.:' L. IOP.Y.+%^}CCNiCY�x9il3 0:. R-25 11457;4 4 REV 0- -... REVISIONS co 0, MASHOES ROAD MITIGATION SITE MR-S3 0 MR-Si AS-BUILT TOPO / MONITORING GAUGE LOCATIONS X=2952234.1270 Y=804014.8860 ,/-- 729- i3.-35913----------------------- /• Y=804134.9140• ,1 t- 'O ; ------___, - - -----7-::'rt.-„ r-------- Z: --- _ - -:, : ...v-,. --;:,,.-z.7•,,s.:-L. ,:.'7-'-----------.,.,„.,„„__, ......_ / I . .. / ! •. \,7- - .....,.., ... L.-..,,,b,,,. ) „-------/\, / / --------------4„------- ----, - \ \ -- —7--1 / i' 7 ,...— --/)/ •,,-- \ , , i i ••••-..1 i — \ .o, / /, / ' ( ' \ \ ` ! \ ,, ,, ' .. •..• •,... \ \ , \ 0 X=29R51-2S352:530 \ \‘: Y=803954.2250 -„i ..: i I- ' { -'...'"+.'"-- ' '' ...------------ -------7---"--- ';". ji \' ',.:3 s\ • "I L.: ,- I( c... ..... ":-...--1-' -_......-:---- -':•`" 1 1 \ .... ) „T./ 1.4' -- -"-'''. y \\ Ask \....__ / ? I 1 i 1 1 i i It „.„1 i ..,.. . I 7/ - \ \ ......., ....... _, \ .7 .N. , , ,... ...... ,.... ....... \ , . . , , .,,,, , , ! ., \' •.,. __ ____ __ ) MR-S18 11, ( Xi-2951520.6860 Y=,803846.9810 1. ."_;---- _--,................ --„,,s \ -.. ,... 1 . ,../ ..- . /•aMR-S19 '' Y=803746.1730 \ , illir X=2951877.4780 / s\--..„ ......---- • '' N. \ 1. \ / . A / / ••.‘\ \ .• \ ., / •• 1 / ., ' ,_ ____.... .../.4.--......''•••.-...,,.... '\' 1 / I \ ‘ \ \ .... 11‘, (I ,‘ ".....—.---'---- \A ‘, k t -..., \ 1 I /---------------------.., \ / \\ _ . (...--'-'-..., . s--- / .CT-2.-•:. \ ., ____.---..,, "--....„, . \ -, -`,,: ' \ '.2- - • ..., _,... .------'s-, ,.;----1 r-- —,---- ... \ ,1 ..,,.. 1 1 .:•. , I, ..' ...--- ,,,,,,______ _ r. ____,-1 I ,-___. ,s i ,___..... \ . . : „... \— 1 ' ---/‘' -- \_I ..._ „--- ,.-,--,---4,1 _ ... . j . 441 ---------------- au ——— 0 .. :. z----:::,---_-::.---.---------." --. I---:=:-=-7---------,;:Z------- -----,---"-:::__.._, -----:?.-6-- , -------:. -,,, ----7-7--- - - __ 'N ' .k \ ,) ‘‘•MR-G17 . f., - /-tvl-ft-Cle. • —4.: i --- (J „ /... _____/---•-_,---,,, i,,i, I \ • • , _ \.../ X="1951392.8190 10 „ ,/X=2951725,1750 • • .......k..., .\. 1.-„---:::::---:::„...... 1 ,e' /4=8035781)4 90_2 '• ', -\-. / ,----.-,___ II ,• ' ---------- --7-- --,_ ------) .,..... ,,1-, • / -...... .:_./ \J.. MR-G13 I i _,._. . ...'- ----,._ ./ MR- 1-2 -- \ ..L /--\ \\ %s - V \ 1• ; X=2950946.2910 \ .,. Y 1) \ „ \ X=2951370.2740 `:.,=..,, /___ i-----____ MR-Gil / r--'•—=803643.1490 Y=803520 111.3970 -... -„, ---,t, --.,, X= ' 2951684.5340 ../ • \ -.. , 1 \----- ( ,---'---,.- .- ------.........Y=.8.0338-43900 , ---. -.. ,_.. •., / • „, • • --- 1 i. , -- / - .) .. \\ ' II -...._____ --... \ i I , ,.. \ -, i i / /i ......... 1 ...-... ' .. , , i ----T..Z+.---.\ ,-...... s •,,, ........ ....-../ t Z ss---. • s.. \7-, N / . `I.... e, i / `.. , • _ ... . • , ?S' - ' „ "..- -----. f \ ---) / \ •-• ------ ' -7e , ,----- -----..., :s / • s, \ ..,...../'.:' ,.\-. ( / • " / ''\•• i ------.4.,.. -------___, \ \-..---, I y i '---.-—.-- -."..../+....._.... ...\":::::-/I-1-:',. / • .... -:‘"%42.4.-.4.:::- ....::-......::::.--7. . -.'-........./:::".."/ . tot ''''''' ....-,,,,,,..-:-:-.7.;.`.1-----:::-•::., / , 0 SURFACE GAUGE • -----Ect-4,-..c.,,,,\\\ __________--- • -"----xv.•.::.:i. ., ...-- , I -- __ ----- ____ -- ,... / •GROUNDWATER GAUGE . YI ...,.... ... ./' ' 4/ ......... VI '-.--.,___.._ 2 III ... ....- .8 Ili A RAIN GAUGE T*CC NINI1. VI*V .10= • 4/1441/ VI.V IIIIROMIST,Nr1...,0//..1.*,,......N.1.1016•11.6.19... "'"'"'.. sm.......rmemec.t.T.goorgewesvomigonsc-momemonsuustommonamotimmiw. N a REVISIONS DATUM DESCRIPTION e�2��nre�_ _g, IYLB THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE CORDINATES ESTABLISHED BY �(K}� NCDOT. FOR MONUMENT 'GPS R-255COORDINATES NOTE:ANY BURIED WOODY DEBRIS WHICH EXISTS WITHIN WITH NAD 83 STATE PLANE GRID COORDINATES OF ..230 t.0 Af0/, 3 FEET OF FINAL GRADE ELEVATION SHALL BE REMOVED THE NORTHING: VERAGE COMBINED GRID F794.9081 ACTOR USED ON OTHIS PROJECT /...FFSSAa k. TO BE INCLUDED IN LUMP SUM CLEARING AND GRUBBING (GROUND TO GRID) IS: 0.999935096 :ice° y. ; 3 THE N. C. LAMBERT GRID BEARING AND LOCALIZED a SEI. p HORIZONTAL GROUND DISTANCE FROM i 1 16378 "GPS R2551-1 TO -L- STATION 15+00.00 IS a \,F ♦r' S 67° 27' 21.60" E DIST. OF 97.2744 ' ♦`NINE-.` N 804,070.81 ALL LINEAR DIMENSIONS ARE LOCALIZED HORZONTAL DISTANCES ��•f„tHAY tA��.•`� NE 804.07 .81 N 803,965,14 aomau• • VERTICAL DATUM USED IS NGVD 29 E 2,951,859.98 APPROXIMATE GRADING LIMITS _ E F—F 1 ��� ` , ` / E_ -E E_---E---E---E E _E- - E //�� 1`Fi f-£--- �-v- E=E E ,`1E` i'. N 804.156.4i t /�\_ -_- �__-- -S ' ' ac ...-� �� f�_f � F•+`=�.:= N 803.767.17 E 2,951,278.38 — E 2.952.194.68 j /!II '41 0 of , _ 6c.fiLL-- --\-__:, Iir 4,./ ..,,,')/ vs- IPF4 / .- J '.♦♦♦♦♦.♦♦♦. APPROXIMATE GRADING LIMITS `� c•� \ .♦..♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦'♦ E 1.5 ,' k ,�__ --� _-�`� N 80403T57 j / MIL- ` 1 09E 2951.143.09 ✓ :. \ WE • , • I • E 5 \ � , 15 ,, 74'.) �E . GRADE TO ELEV,l.5' f /' ' / N 803.988.136 r\ �. / / \E 2,954102,56 \\\.j '�,� .♦♦♦.♦♦♦. TSs1a.20+7989 \, SCSto.22+2989 NCDOT GPS M014. R-2551-2'_ / 5 `'l,i` N 803493.9343 E 2952033.0950 / . ♦♦• S ` EMOVE EXlST.FENCE it 09 E 2.951.114.82 \ ( APPROXIMATE GRADING LIMITS" .'. • ` `-v __- U./ co .. NCDOT GPS ►ION.'R-2551-1'= N 803.748.42 ___ --.- _ -' -` '��,..,,,�-. h -L- ta.11.04.14 16.32'IL TI E 2.954171.72- 'D\ ns .----_` .. .. "--.• �� -. - was; N 803794.9081E 2950907.5230 - _ _.._. -. - . EL.= 2.89' - cv 51 IE 15 5TT06 r ,�� — — — — JQ c REMOVE _ _ 4.1 �. ,7b - APPROXIMATEGRADING 2 iGAD G LIMITS _ E WE N 807.708.5860 m - '' 0 0 '/' 2A' __—._ •-2.I�` E 2.954076.2300 \:�+ ~-_"-"-'"�J'~ E APPROXIMATE GRADING'LIMITS _ _.-•-. }(W 9 l I _ E 2.951.050.8140/ �-F`N 0g _ _ -` - `� — I i, /, P v -__ � \ - _i-1 I `NE --- . \ wE I',- N N 803.512.4590 �F�.�•' `--, -_�- _--E `1 W E - -•_�'�_------2' �-� -_". APPROXIMATE GRADING LIMITS wE 2.951,088.6T70 f` .��`...r�.<. - w 09 ' \ `-O_-"`_'I �'� WE I� - N 803.468.3610 7-z-..,,._`�- ✓1 _- _` - J �' w -L- E 2.951.1341560 f"��` �r .: �" ue` Y f�w . - S E-..--L--__E _E TF es Sta '19'3 .0 PI Sic 8736'52 f- / \� \ a 9s = 2'l9'30J7 0 = 28'36'S2T(RT) N 803.400.7150 _' 4� .E__._-E-�_E--_^--�"E--....E``E N 803,236.4090 a 4 ' . a Ls = 15ODO' D = 3'06'DOA° E 2.951,220.T220 E 2,954710.1370 \,N LT = IOOAr L = 923.05' N 803.N8.6200� N 803,286.3010/ «8 ST = 50DP T = 47136' E 2.951.313.1140 E 2.954502.4130 \ ` - - N /R = 1,84825' N 803,155.8450 f�-- - --' _,•-�• a«Nia E 2,951,763.0880 f\- - �^ E----E-^-' - v, N 803,105.9390 �y— •• rNtr c v as AI,Ann NN4 NNIf --4, . NMH NNN NNN 4•TZ MSS'°MXY.es.C.�IMv...invir RIaiePAS.=-'kA:�Yffi. '.4',"n.9P'-'4�XtR'i+'A.'0'R.`�Y�w',,SN.'�'faa,'.RF:4f'mP_"lbl2�.tY13' .... .1w12'.SRPti}. ti m REVISIONS R-255/WM 2—C DETAIL SHOWING APPROXIMATE LIMITS OF DISKING AND RIPPING GRAPHIC SCALES 100 50 0 100 200 4 /J / : : / I scY 1 -i _ 4 4_, J .... t' :.ram:..- . �. _. { _. - i , I`r �� rLF : ,tee JCS " at i 1 _ ,12iiiill ' ' .-'''',' ''', .... . \ I' I r rj/ 1. n rj y; AREA TO BE DISKED r, fit'} ,', :;;lam *0YlE /� • GRADING LIMITS GRADING LIMITS -t LIMITS OF RIPPING li► EXCAVATION EXCAVATION Lir -— M „..,i.- EMBANKMENT .. a LIMITS OF DISKING LIMITS OF DISKING a , Z 0 ��M M M« I • d H•W F'T.'�`k.::.F. t- .. 64`AX3".,°a%:�F,ivaw:b.�.�".s:w•'+4?'s:.. ...- Sr -Jt *Y' ;a."F.'P.»ib aAiivcmc+e4: FEF9R i%p !SFSF�1l%c.. ...#kh+.;:i`N`.AB9. 2 '. SFiSA:R:+T"^'::L ,' ^" - .. ...,.:,,t-.r✓e>,d::. 'M^Ti¢`- ... .46.1,011X0,0,...g.,,,,..,Sirr a A'n"+b`,':,:L: -.. I 1 S$$$$$SYSTIMESS44$ SS4SSS$$$$$$4SSSDGNS$$$$$$$$$$$$44S 07/09/9 u J. R SEE SNE� 2,A 'I, Z z \NE SIP.'Zak 00 ^ •ss • 5,,/ ,,kb,, - 5- -L — .- /l _ , I 6 .9 / /� I�'i • I IC, ';k. ,' ./ • S 'S • ,:r I \ • V] 24. i / I, . _. , ; \c. ' 1I • 1)- • T I, 1 6'(9i j r,) \ 1 '' } .LL; ,. :,� }}.. • • I • 6 I--1 Ja m I l� D� • { /`'J V 1-1 ' =r 1 • :6, m } ( ,I i' H IN 1-1 � Ff � - 1 I ,.• 1,, n0 1 • -- Z I ! �. 0 (l1itr' ' 73 rr ij 1•. S , (!) � 1 . Jj ,' / / I t • / 'S - ,�-- I • �I f i 1,,.,� � � � �� .f� 1 I 4' • S �� a� • „i' #K r4.14 • r4 1 11, I •1 I1 S t I1 1 • 1" k II , . 6l I I 1 I • S • ,5' .1 1 ll" N \ IlkKri rt I I I RN ID Qj 4 REVISIONS R-255!WM 2-A SITE MAP WITH EXISTING CONTOURS 2-A i -. � 3 �• r Za — 11 15 ,. .. 34E 2 3 6 4 ,•_2 '�, WE �.• 15 '‘i �- E1a, ` W WE. •26 • 15 4g t °9 •13 • (: �' WE 1 1 21 - I Y ',I E 15 9'J ��:"•rs • I. 9 • 5� •22 - F 11 ice. / .NE,�q ✓ l r_ ,. • vl g 04 • W 6• Sg • r. sy_. • 66 . 5 * 5 c � _ I ti v1• 5 Z 2 �b I.g 5•I �' • 3.3 -+ h . .3 5 -- 4.�Jco 3 _ cv • T = - - 5J . W - •y •� • 2 •6.5 4• .1 D.- I 3g 13�• • 9 •44 �.6 • 33 4 .46 45 • 49 41 1, N F 9 ,31 35 • 3.5 3 • r • W E �. , f, t, E --: 12 5•• lv► W .5 4� icib. 4.3 9 .)-,) • Vti�r '::sn9 ,- - . 13 • L..c� 6a 5 •6 • 5 3 �' N I 9. 1�}, 3 I • • q 1�•2 ..�� 6 » N. 13 g q i'o N » iiW y, -N ,/1N YN NN MN NN »N »N or OF iSo r f."A6@Ff.1,,,....0.. . R-255/WM 2 ROADWAY DESIGN ENGINEER 4OtEtf/EA +,, 1 t t63ie c 17.4 YNt t�,�+°a MYw�1► SR 1113 MASHOES RD. VAR. GRADING IMITS 12' VAR. VAR. GRADING IMITS 10' MIN. z t SEE PLAN Y� SEE PLANS li.--t SEE PLAN }"� c 100' W OW S u42 F APPROXIMATE GRADING LIMITS too co p{ Wo EL. = 2.5' X w = 1 �--, /�— --yam—\ EL. = 2.0' ___1$ ----- -- 4:1 MAX. SLOPES ` EL. 1.5' 4�'-- \� �____— ---_ 4_1MAXSLOPES 4 ------ f 'l x PROCESS POND / ROADSIDE DITCH / TYPICAL SECTION NO. 1 SHOWING APPROXIMATE GRADING LIMITS USE TYPICAL SECTION NO. 1 FROM STA. 16+00 TO 28+50 r SR 1113 MASHOES RD. . c. j VAR. Spop JGN41MITS r` 12' y LL�� SS W I- 02 OW WM W HQ tod M XLL 4:1 MAX. SLOPES__ �` EL. = 1 .5' -----�-- w�-------------- \��-�__��� �--__— — -——— TYPICAL SECTION NO. 2 SHOWING APPROXIMATE GRADING LIMITS USE TYPICAL SECTION NO. 2 AS FOLLOWS: -L- STA. 28+50 TO 38+50 (+/-) a $$$$S$SYST IMEEEEEE • $$$$$$$$$$ME$$$$OGNEEEEEEES$$$$$$$$ / 1 r �` �` I �J '., �a, ..' , ,11-1 . L r � I` e '� N. Y R-2551WM \fitA MANTEO - 1 , Y T • —`-'jj (\ / - t -('` {( i rT 'j(' 7. l n,rra.w r r„aaa wrrsfwv ROANOKE cOUND _D.'( '7 � ,. \ � .1 A .I [�(..'T..1 1 NV• sN_ __ _ _ __ _` 111 oil.. B 1'051402 STP NHS-36-4(29J P E WW 6,CONST J Q 0 m CROATAN SOUND e N DARE COUNTY ___..,. NOES RD. _ __ _ _ : //// _ ..�.,. _-_. _-- c MARRS HARBOR -- S Q SITE "44 Sq PO5 rt LOCATION: CROATAN SOUND SITES FOR US 64-264 FROM US 264 Jy/ i `s TO NC 345 EAST OF MANTEO LOCATION VICINITY STAr P ROJ°ECT�8.T05 402 OF TYPE OF WORD': CLEARING & GRUBBING, NO GRADING AND EROSION CONTROL X.$).C5 4)...4 A ,. , _____ , ____ . ________ 1 s \, .„16 _____ �i EXISTING COASTAL MARSH POND �_� cam r-._ d' �� - —=..\;/ i l. ‘, r r ft 1' POND TO BE FILLED j % /REsJbRE: co: LMARs EXISTING COAS AL MARSH '" • �S g5t 1 . p 18 y ypEs N 5 R RESTORED FORESTED WETLANDS . �ssr x l MITIGATION SITE - 1ji3 v��"' �� :4 - ' TO 41,4 _ r i -) HARBOR I EXISTING"-FORESTED WETLANDS— 1 F r V . r GRAPHIC SCALES , PROJECT AREA Prepared;n!t Office of: / AM' OR IHGHR i I S7AIE OF NURI'H CAROLIN.1 DIVISION OF HIGHWAYS N • « /99S STASWARD SPECIFICATIONS - , N 11111 ..._: APPROXIMATE AREA OF RESTORED COASTAL MARSH - 12.788 ACRES , « CZ) APPROXIMATE AREA OF RESTORED FORESTED WETLANDS = 7.707 ACRES RIGHT ©P li:4}' DATE: ------ --- — Pr.. TOTAL WETLAND MITIGATION FOR STATE PROJECT 8.T051402 ==20.495 ACRES u PROIECI ENCPiEEx ROADWAY DESIGN • ,,,,,,, sztre irstuv nvi ivErx «o ENGINEER •\a,-Moil.,,, I RANSPORTATION wN« p4 S `oEcss�°4:,:, � DEAL. IIGH WAIEPARTMENT OF T ADMINISTRATION :�, LETTING DATE: '• le3ie rM i PROJECT D1AG.\ FACT-NITER ' ,F 'NEk. ' .. ,,, �.....'•' J • NN !ti444N4!NN APPROVED NN«N; ._ f , , f ` SIGN 4TLRF .DIi7S7O\A LlINIS7R.....ITOR.__..._.__._. _..._.... D4._.1F.. �;«« ^ dWitig0 nasWio RECEIVED J U N 0 6 2000 COASTAL MANAGEMENT STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. DAVID McCOY GOVENOR SECRETARY May 30, 2000 Michael F. Bell, P.W.S., Regulatory Project Manager U. S. Army Corps of Engineers Washington Regulatory Field Office P.O. Box 1000 Washington, North Carolina 2S779 Dear Mr. Bell: SUBJECT: Proposed Minor Modification to Department of the Army Permit No. 199502334:Improvements to US 64-264, Including the construction of a new Croatan Sound bridge, from west of Mains Harbor to NC 345, south of Manteo, in Dare County; Federal Aid Project No. NIF-64 (6); State Project No. 8.T051401; TIP No. R-2551. Please reference previous correspondence dated January 14, 1999 and a subsequent modification to Department of the Army Permit No. 199502334 issued February 24, 1999. As noted in the referenced permit modification. the planting of the Mashoes Road mitigation site was previously scheduled to be complete by spring of 2000. However, the control of Phragmites australis has not been successful. Since the removal of this species is a permit condition, the NCDOT feels that additional time is necessary to control the Phragmites and to get the entire mitigation site planted. The NCDOT proposes to revise the planting schedule to reflect planting the site during the spring of 2001. The presence of Phragmites within the site warrants herbicide treatment of this species. The Phragmites was treated in June of 1999. However, the site remains contaminated with this species. Since a non-selective herbicide treatment is not presently available for Phragmities, any treatment after planting will damage the desired species. Therefore, the NCDOT requests that the Department of the Army Permit be modified to allow continued treatment of the Phragmites and to plant the site in the spring of 2001. Additionally, the contractor has identified the need for 4 additional temporary 24.0" steel pipe piles in Spencer Creek and 14 additional temporary 24.0" steel pipe piles adjacent to bridge span 22 in the Croatan Sound. The additional piles in Spencer Creek are similar to the previously permitted safe harbor mooring piles in Spencer Creek. The extra piles are necessary to accommodate additional equipment that has recently been employed in the construction of the new bridge over the Croatan Sound. The location of these piles is depicted on sheet 2 of 2 in the attached drawings. The piles will be used as a safe harbor mooring location in the event of severe weather such as a hurricane or tropical storm. The 14 temporary 24.0" steel piles adjacent to bridge span 22 will be used to assist in barge operations associated with the loading and unloading of equipment and materials during bridge construction. The centerline of span 22 is located at Station No. 46+36.06 and is approximately 2078.58 feet east (along the new bridge) of the first bent on the western bridge terminus. All proposed piles are depicted in sheet 1 of 2 in the attached drawings. Thank you for your time and consideration. The Department respectfully requests that processing of this modification request proceed as soon as possible. By copy of this letter, the Department also requests that the Division of Water Quality and the Division of Coastal Management also modify the 401 Water Quality Certification and the CAMA Major Development Permit respectively. If you have any further questions or would like additional information, please don't hesitate to call. Thank you for your time and consideration. Sincerely, D. R. Conner, P. E. Division Engineer Division One T. Lindsey ddick, Jr. Division Environmental Officer-Division One Enclosures Cc: David R. Cox, NCWRC Tom McCartney,USFWS John Hennessey, NCDWQ Sara Winslow,NCDMF Ron Sechler, NMTS Mr. Bill Gilmore, P.E., DOT Mr. Frank Jennings, NCDCM Mr. R. W. Midgett, P. E. Mr. R. E. Capehart, P. E. Mr. Ted Bisterfield, EPA Ms. Cathy Brittingham, NCDCM USWE 1 1 5 023 Mashoes Road Mitigation Site Location: Dare County NCDOT Division: Division I DCM Field Office: Elizabeth City Year Constructed: 1999 Size: 398.85 acres Mitigation Type(s): salt marsh, forested Total Restoration: 21.1 acres (13.1 acres salt marsh, 8 acres forested wetland) Total Creation: 0 Total Enhancement: 0 Total Preservation: 377.75 acres (253.86 acres salt marsh, 106.88 acres forested, 15.53 acres open water, 1.48 acres upland) Project: TIP No. R-2551 WM 1999 Annual Report: Year 1 of Hydrologic Monitoring and West Side Vegetation Monitoring Site construction is not complete and monitoring will continue. 2000 Annual Report: Year 2 of Hydrologic Monitoring and West Side Vegetation Monitoring 1. The 1998 plan for the Mashoes Road site has success criteria that differ from those in the monitoring report. Is the May 1998 plan the approved plan and if so, have any changes to that plan been approved other than the extension of the planting deadline? Please clarify the approved hydrologic success criteria. 2. It is disappointing that the forested areas are not meeting vegetation success criteria. What are some reasons NCDOT thinks this is happening? What species will be re-planted? 3. Field staff from DCM's Elizabeth City office noted that significant patches of Phragmites remain at the site and question whether planting done this spring will succeed given it was postponed last year for Phragmites treatment. 4. The surface water gauges in the marsh restoration area seem to reflect the reference data. The groundwater gauges in the forested area fluctuate in depth quite a bit more than the reference gauges for that area. 2001 Annual Report: Restart all monitoring. Year 1 of Hydrologic and Vegetation Monitoring Monitoring will continue. Phragmites is a problem at this site, but we recognize the tremendous amount of this species in the immediate vicinity of the site and hope DOT will continue to work to make sure it does not become a dominant part of the site over time. We are interested in the potential Phragmites studies that may occur at this site and on others. 2002 Annual Report: Restart all monitoring. Year 2 of Hydrologic and Vegetation Monitoring Monitoring will continue. Phragmites continues to pose a problem at this site. We recognize the tremendous amount of this species in the immediate vicinity of the site; however,note also that the vegetation plot comments in the report include Phragmites in a majority of plots at the site. Compared to last year's report it appears the Phragmites problem is getting worse. Frank Jennings noted that the site appears to be improving in terms of the planted vegetation's survival,but suggests some transplanting of marsh plants may be needed for areas that have not vegetated very well. March 3, 2004 After consultation with USACE,DWQ and DCM,NCDOT agreed to allow USFWS to do a prescribed burn on the Mashoes Road mitigation site. USFWS submitted guidelines for the burn. No burning will be allowed in either the marsh restoration area or the forested wetland, only in the preserved marsh area. This prescribed burn was deemed necessary to mange fuel loading in the marsh and will be carried out as part of USFWS' fuel control program for Alligator River National Wildlife Refuge. FWS prescribed burn on NCDOT property Subject: FWS prescribed burn on NCDOT property Date: Tue, 13 Jan 2004 07:45:42 -0500 From: Kelley_VanDruten@fws.gov To: doug.huggett@ncmail.net (I tried to send this twice already, but kept getting an error on exceeding maximum file size. I completely cut out the large photo showing all four units in the compartment since that file was large. I am sending the .jpg of the unit map in a separate email. ) Alligator River National Wildlife Refuge is seeking permission from the North Carolina Department of Transportation to do a prescribed burn on a portion of their property located on Mashoes Road just north of Manns Harbor, NC. The refuge has been working with Byron Moore with NC DOT (bgmoore@dot.state.nc.us) who has indicated that they would like the concurrence of the Corps and CAMA before they grant Fish and Wildlife Service permission to burn. The refuge would like to burn this area in late January or in February 2004 . The prescribed burn will be done in conjunction with burning refuge property and is in a recognized burn unit identified in the refuge's Fire Management Plan. Under the Fire Management Plan, each prescribed burn requires the development of a Prescribed Fire Plan (PFP) . The PFP for this unit has been written and is under review for final approval. This particular PFP was written as one plan for the four units within the Mashoes Fire Compartment. The e-mail attachments include a unit map, a close up picture of the proposed fireline on DOT property, and selected pages of text from the PFP. (See attached file: Mashoes_obj .doc) (See attached file: unit picture.doc) Please let me know if you would like any additional information. Thank you for your help. Sincerely, Kelley Van Druten Fire Management Specialist (WUI) ************************************************** Alligator River National Wildlife Refuge PO Box 1969, 708 N Hwy 64, Manteo, NC 27954 office: (252) 473-1131 ext. 235 fax: (252) 473-1668 mobile: (252) 475-0172 kelley_van_druten@fws.gov *************************************************** Name: Mashoes obj.doc Type: Microsoft Word (application/msword) nMashoes_obj.doc Encoding: base64 Download Status: Not downloaded with message Name: unit picture.doc Type: Microsoft Word (application/msword) Dunit picture.doc Encoding: base64 Download Status: Not downloaded with message 1 of 1 2/18/04 9:28 AM PRESCRIBED FIRE PLAN Refuge: Alligator River NWR Permit Number: Sub Station: FMU-1, C- 1 Fire Number: 41630-9264-* Name of Area: Mashoes Unit No.: 1-4 Unit 1 *Fire No. Acres to be burned: 1,848 Burn Perimeter: 10.6 miles 41630-9264- Location: Lat. 35° 57'28.3" N Long. 75° 50' 52.5" W Unit 2 Acres to be burned: 739 Burn Perimeter: 9.6 miles 41630-9264- Location: Lat. 35° 56' 15.4" N Long. 75° 49' 37.5" W Unit 3 Acres to be burned: 408 Burn Perimeter: 8.0 miles 41630-9264- Location: Lat. 35° 56' 56.1"N Long. 75° 49' 9.1" W Unit 4 Acres to be burned: 1,405 Burn Perimeter: 7.5 miles 41630-9264- Location: Lat. 35° 55' 51.1" N Long. 75° 47' 55.1" W Total Acres: 4,400 County: Dare A Section 7 consultation has been forwarded to Ecological Services for review. Approval Date: I. General Description of the Burn Unit Physical Features and Vegetation Cover Types: East Lake,the Albemarle Sound, canals, and Mashoes Road define the Mashoes Compartment boundaries. Unit 2 is the only unit not to include private property as part of its burn acreage. Individual units are designated on the Units Map as well as private property lines. Juncus sp. and Spartina sp. are the dominant plants in the marshes, growing 3 to 5 feet tall and thick with decadent vegetation. Marsh rings the water edges of each unit, but is a large portion of Units 3 and 4. Pond pine pocosin has overstory pond pines 30 to 40 feet tall with gallberry, wax myrtle, fetterbush, and red bay as the primary understory and mid-story species. Pond pine pocosin composes most of Units 1 and 2, the western edge of Unit 3 along Mashoes Road, and part of Unit 4. Loblolly pine hammocks scattered on slightly higher ground in Unit 4 have a denser overstory and a more open understory than the pond pine pocosin. There is a transition zone of vegetation from pond pine pocosin to marsh that has a large shrub component. The shrubbier pocosin areas are found predominately in Unit 4 with some areas in each unit. 1 Primary Resource Objectives of Unit: 1. Manage the fuel loading in this compartment to reduce the risk of catastrophic wildfires to the community of Mashoes. 2. Maintain and protect the wetland characteristics of this compartment by providing for the protection of soils and hydrology in all management activities. 3. Manage the vegetation communities to maintain large-scale animal and plant diversity. Objectives of Fire: 1. Burn out the available fine fuels so that a fire will not carry across this compartment for one to two years. 2. Control shrub invasion into the marsh plant communities. 3. Reduce the accumulation of down woody fuels. 4. Top-kill the mid-story shrubs under the pond pine overstory with a low to medium intensity burn. Acceptable Range of Results: 1. Top-kill 40-60% of the shrubs in the pond pine pocosin and 90% of the shrubs in the marsh. 2. Burn 50-70% of the available fine fuels within 4 feet of the ground. 3. Up to 10%pond pine or loblolly pine mortality is acceptable within the pocosin or loblolly hammocks. Up to 100%mortality in pond pines growing in the transitional area between marsh and pocosin or along the margins of the marsh is acceptable. II. Pre-burn Monitoring Vegetation Cover Types: Vegetation Type Acres % Fuel Model Unit 1 Marsh 195 10 3 Transitional Shrub 200 11 4 Pond Pine Pocosin 1453 79 4,7 TOTAL 1848 100 Unit 2 Marsh 69 9 3 Transitional Shrub 60 8 4 Pond Pine Pocosin 670 83 4,7 TOTAL 739 100 Unit 3 Marsh 186 45 3 Pond Pine Pocosin/ Transitional Shrub 222 55 4,7 TOTAL 408 100 Unit 4 Marsh 468 33 3 Pond Pine Pocosin/ Transitional Shrub 937 67 4,7 TOTAL 1405 100 2 Habitat Conditions: Units 1, 2, and 3 have not been burned for over 20 years and have a large build up of fuels. Unit 4 was burned in January of 2001. In all units, trees and shrubs are expanding from the pond pine pocosin areas and encroaching into the marsh. Prescribed burns should push the vegetation back towards marsh vegetation in these areas. Hurricane Isabel in September 2003, increased fuel loads in all units when winds blew down trees and limbs as well as large amounts of leaves and pine needles. The wildland fuels are characterized in the NWCG publication NFES 2630 Stereo Series for Quantifying Natural Fuels,Volume VI: Longleaf Pine, Pocosin, and Marshgrass Types in the Southeast United States. Marsh vegetation is characterized by MG 08 Marshgrass with a fuel loading of 8 tons/acre. Transitional shrub vegetation can be characterized as a mix of P-S 02 Shrub with a fuel loading of approximately 10 tons/acre and P-S 05 Shrub with a fuel loading of approximately 7 tons/acre for an average of 9 tons/acre. Pond pine pocosin vegetation can be characterized by P-W 02 Woodland with an approximate fuel loading of 4 tons/acre. Type of Transect: N/A Photo documentation: N/A III. Planning and Actions Complexity Analysis Results: The overall complexity analysis for this compartment determined prescribed burns in these units to be of moderate complexity. There was no outstanding condition that warranted the units to be treated individually; therefore,the moderate complexity determination is for all four units in the Mashoes Compartment. The use of aerial ignition and burning on private property warrants the moderate determination. The complete complexity analysis worksheet is attached at the end of the Prescribed Fire Plan. Site Preparation: The power company will be contacted to clear around each power pole in Units 3 and 4 prior to the burn. If the power company has not acted before the opportunity to burn the units, the marshmaster will matt down the vegetation around each pole prior to burning. Graduate Student Ben Poulter will be contacted the day before the burn to remove his data logger from test wells in Unit 3. On either the day before or the morning of the burn, a fire tractor will matt down a temporary line in Unit 4 leading from Mashoes Road to the pond behind the DOT mitigation site. This will be used as the fire line to prevent fire from entering the mitigation site. Weather Information Required: Alligator River Dispatch obtains current and predicted weather information on a daily basis. Dispatch will obtain a general weather forecast and a smoke management forecast from the North Carolina Forest Service (252-926-3041) or the National Weather Service (Wilmington, 919-515-8200). Dispatch will also get a spot fire weather forecast from the National Weather Service(http://spot.nws.noaa.gov/cgi- bin/spot/spotmon?site=i1m) on the morning of the burn. Dispatch will report 1000 and 1400 weather data from the Alligator River RAWS station to the Burn Boss. A dedicated weather observer(see Crew Assignments)will record hourly field weather observations and report this weather to the Burn Boss. 3 Ignition Technique: The primary ignition method will be aerial ignition from plastic spheres. The helicopter will use the primo machine to ignite the interior, dropping ignitions close enough to create a low to medium intensity fire. Strip head fires will be the primary aerial ignition method, but this can be modified at the discretion of the Burn Boss. Drip torches and the terra torch will be used to secure blacklines on downwind firebreaks and around sensitive structures. The helicopter will operate from the helispot at the Alligator River maintenance shop,but the parking area for the NCWRC boat ramp can be used as an emergency helispot if necessary. Refer to individual unit maps to reference named points in the following descriptions. If possible, Unit 2 will be burned before Unit 1. UNIT 1 The unit can be burned with a wind direction from 325 to 80 degrees. To totally avoid smoke on the community of East Lake, winds between 10 to 65 degrees should be avoided. The critical control points for this unit are the haulover point and cabin at and the entire eastern boundary from 1 to 5 with adjacent private land and structures and Mashoes Road. If the unit is burned with 135 degree wind(see sample burn sequence map), a ground ignition crew with the marsh master would burn from point 8 to 7, securing the cabin and creek. Aerial ignitions would then be used to secure this NW corner,referred to as Section B, igniting perpendicular to the wind moving from NW to SE. As this section is secured, aerial ignition will work to burn out the remainder of the unit. As the helicopter approaches the eastern side, a boat ignition crew will burn from 1 to 2 securing the house and then move down the canal burning from 2 to 5. An engine will be stationed on Ed Sawyer Road to watch for spots across this firebreak. UNIT 2 This unit can be burned with a wind direction from 338-155 degrees and from 245 to 265 degrees. To totally avoid smoke on the community of East Lake, winds between 20 to 75 degrees should be avoided. If the unit is burned with a NE wind(see sample burn sequence map), aerial ignition will ignite the peninsula area between points 5 and 4 and then from points 4 and 3 moving perpendicular to the wind from SW to NE. Ground crews will then simultaneously pull a line from point 6 to 1 and from point 3 to 2, keeping up with the progress of the aerial ignition. The final ignition will be a ground crew securing the canal along Mashoes Road. UNIT 3 This unit can be burned with a wind direction from 338 to135 degrees and from 245 to 270 degrees. The critical control points in this unit are the northern curve of Mashoes Road, the eastern line between 1 and 2 and point 4 which are adjacent to private land, and the private structure at 2. If the unit is burned with a NE wind(see sample burn sequence map), ground ignition crews will burn from points 6 to 7 using the marshmaster and from points 6 to 5 using a boat. After allowing time for the fire to back off Mashoes Road, aerial ignition will begin moving perpendicular to the wind from SW to NE between points 6 and 7. Ground crews will continue to pull the road from point 7 towards point 1 while the helicopter burns the interior. The boat crew will move to point 2 to secure around the cabin, keeping an eye at point 4 to ensure no spots onto the private island. The helicopter will finish igniting the unit. 9 UNIT 4 This unit can be burned with a wind direction from 350 to 140 degrees. To totally avoid smoke on the community of East Lake, winds between 40 to 80 degrees should be avoided. The critical control points for this unit are the cabin at point 4 and the DOT mitigation area by the south boundary. If the unit is burned with a NE wind(see sample burn sequence map), the first ignition would be along Mashoes Road from point 8 to point 1. Helicopter would then aerially ignite perpendicular to the wind from 8 to 1 moving from SW to NE. Ignition crews would then burn from point 1 to 2 and a second grew from 8 to 7 to 6. The helicopter would continue to ignite the interior of the unit moving SW to NE. A boat crew would secure the cabin area between points 4 and 5. There are several options for burning at point 4 with the exact location for the blackline to be decided by the Burn Boss and Ignition Specialist on the day of the burn. The Ignition Specialist must be sure that a low intensity fire enters the loblolly pine hammocks in the unit. Prescribed Fire Organization: See Section VII, Crew and Equipment Assignments. Other: At the discretion of the burn boss, the peninsula portion of Units 1 and 2 can be burned differently than stated in the ignition sequences above. Unit 2 can be cut off with a line pushed along the canal between points 6 and 4. The remaining narrow peninsular portion of Unit 2 can then be aerially ignited when burning Unit 1. Prescription Monitoring: A designated weather observer,using a belt weather kit or a Kestrel, will monitor weather at the burn unit on an hourly basis. The weather observer will report observations to the Burn Boss. More frequent observations will be made if any change in winds or increases in fire behavior are noted. Dispatch will monitor weather radar and request periodic spot weather forecasts to alert the Burn Boss to any changes in the weather. The Ignition Specialist and the Burn Boss will monitor fire behavior on a continuous basis. Any changes in fire behavior noted by firefighters should be reported immediately to the Burn Boss. V. Smoke Management Permits Required: The U.S. Fish and Wildlife Service has requested permission from the North Carolina Forest Service to use VSmoke—GIS (version 1.0) in place of the current State of North Carolina Smoke Management Guidelines. VSmoke is a computer modeling system that models potential down-range impacts of smoke from prescribed burns. On the day of the burn, Dispatch will give the District Forester the location of the burn, burn acreage, and estimated total tons of fuel. If a unit is to be burned with separate ignitions, Dispatch will call in each ignition division separately. Fuel Available for Consumption in Tons/Acre: These units have a high fuel loading since they have not been burned in 20 years, except for Unit 4 that was burned in 2001, and have additional downed woody debris and leaf material courtesy of Hurricane Isabel. Only 2/3 of the fuel is considered available for burning in the transitional shrub vegetation, so the tons of available fuel were reduced from 9 tons/acre to 6 tons/acre. 10 Refuge ' , i Boundary Burn Unit r° Boundary 'z' L H . Line we'll burn ..i.,, , ,, Canals off of to protect - °� mitigation site . 6, , ,,. .' oBurn .(e — ,, .., , ,..„. „,,,,,,,,,„. ,..,,,, „,..,., ......„,,,,„,... ..,„ .. ..... ,. . ,:„. . r: . ...;=ate ;t4i'k — - '1..,,,t1 , ,. , '1,.., 114'''4 tm���� F , 4` d � .`ate& 5r � i� �� � _+ °�¢s'�s a ANNUAL REPORT FOR 2003 verairei pwittair . spri vantnithel maw- It Mashoes Road Mitigation Site Dare County Project No. 8.T051402 TIP No. R-2551WM of t40., C 44, h 9 o _ v9f ��g OF 10''*'' Prepared By: Office of Natural Environment&Roadside Environmental Unit North Carolina Department of Transportation December 2003 TABLE OF CONTENTS SUMMARY 1 1.0 INTRODUCTION 2 1.1 Project Description 2 1.2 Purpose 2 1.3 Project History 3 1.4 Debit Ledger 3 1.5 Permit Related Requirements 4 2.0 HYDROLOGY 6 2.1 Success Criteria 6 2.2 Hydrologic Description 6 2.3 Results of Hydrologic Monitoring 8 2.3.1 Site Data 8 2.3.2 Climatic Data 11 2.4 Conclusions 11 3.0 VEGETATION 13 3.1A Success Criteria (Trees) 13 3.1 B Success Criteria (Marsh Grasses) 13 3.2A Description of Species 13 3.2B Description of Species 14 3.3A Results of Vegetation Monitoring 14 3.4A Conclusions (Tree Area) 19 3.4B Conclusions (Marsh Area) 19 4.0 OVERALL CONCLUSIONS/ RECOMMENDATIONS 20 TABLES TABLE 1 - MASHOES ROAD DEBIT LEDGER 4 TABLE 2 - 2003 HYDROLOGIC MONITORING RESULTS 9 TABLE 3 - 2003 VEGETATIVE MONITORING RESULTS (TREE AREA, 14 WEST SIDE) TABLE 4 - 2003 VEGETATIVE MONITORING RESULTS (MARSH 15 GRASS AREA, EAST SIDE) FIGURES FIGURE 1 - SITE LOCATION MAP 5 FIGURE 2 - MONITORING GAUGE LOCATION MAP 7 FIGURE 3 - 2003 HYDROLOGIC MONITORING RESULTS 10 FIGURE 4 - 30-70 PERCENTILE GRAPH 15 APPENDICES APPENDIX A - GAUGE DATA GRAPHS APPENDIX B - PHOTO AND VEGETATION PLOT LOCATIONS, SITE PHOTOS SUMMARY The following report summarizes the monitoring activities that have occurred in the past year at the Mashoes Road Mitigation Site. Construction began on this site in 1998. The west side of Mashoes Road was completed in early 1999 and was planted with trees; this area was replanted in the Winter of 2000-01. The east side of Mashoes Road was completed in the fall of 1999 but was not planted due to attempts to control Phragmites. The east side of the site was planted with marsh grass in the spring of 2001. The site must demonstrate hydrologic and vegetation success for a minimum of five years or until the project is deemed successful. The site contains nine groundwater-monitoring gauges on the west side, ten surface gauges on the east side and one rain gauge. On the east side, there are a total of 167 random vegetation plots, and the west side has five permanent vegetation plots. The daily rainfall data depicted on the monitoring gauge graphs is recorded from an on- site rain gauge. Historical rainfall data used for the 30-70 percentile was recorded at the Manteo Rain Gauge, maintained by the NC State Climate Office. As requested by the resource agencies NCDOT used GPS to survey the slightly elevated section in the center of the east side of the site on December 3, 2003. The GPS survey resulted in an area of 0.19 acres. However, it is noted that some marsh grasses are re-establishing in this area. Hydrologic monitoring indicated that the site is continuing toward success. Under average conditions for 2003, all nine of the groundwater gauges exceeded the jurisdictional hydrologic success for at least 12.5% of the growing season. Nine of the ten surface gauges showed steady tidal influence that maintained a water elevation above zero under normal conditions for at least 25% of the growing season. Only one gauge did not meet the criteria of 25% (22.3% for Gauge S2). Vegetation monitoring, on the west side (tree area) of the restoration area, yielded 574 trees per acre; above the 320-tree requirement. A frequency of 77.0% for the targeted vegetative species was identified on the east side of the site (marsh grasses area). A vegetative scale value of 4.5 was recorded in this area. Based on the monitoring results for this growing season, NCDOT proposes to continue hydrologic and vegetation monitoring. 1.0 INTRODUCTION 1.1 Project Description The Mashoes Road Wetland Mitigation Site is located north of Manns Harbor in Dare County (Figure 1). It is bounded by US 64-264 to the south, the Alligator River National Wildlife Refuge to the west, the Croatan Sound to the east, and is bisected into east/west by SR 1113 (Mashoes Road). A significant portion of the site (254 acres) was classified as a coastal marsh and fell under the jurisdiction of the N.C. Division of Coastal Management. Another portion (107 acres) was classified as forested wetlands. The remainder of the site was comprised of a 15-acre pond, borrow pits and cleared uplands from a sand mining operation, and some forested uplands. The site encompasses approximately 399 acres and is designed as a mitigation site primarily for the new Croatan Sound Bridge between Manns Harbor and Manteo, TIP Projects R-2551 and K-4003 (USACE Action ID No. 199502334). 1.2 Purpose In order to demonstrate successful mitigation, hydrologic and vegetative monitoring must be conducted for a minimum of five years or until success criteria are fulfilled. Success criteria are based on federal guidelines for wetland mitigation. These guidelines stipulate criteria for both hydrologic conditions and vegetation survival. The following report details the results of hydrologic and vegetative monitoring during 2003 at the Mashoes Road Mitigation Site. Included in this report are analyses of both hydrologic and vegetative monitoring results as well as local climate conditions throughout the growing season. 1.3 Project History Winter 1999 West Side Construction Complete Spring 1999 Wetland Trees Planted (West Side) Spring 1999 East Side Construction Complete March 1999 Monitoring Gauges Installed (Entire Site) March — November 1999 Hydrologic Monitoring (Entire Site, Year 1) October 1999 Vegetation Monitoring (West Side, Year 1) March — November 2000 Hydrologic Monitoring (Entire Site, Year 2) October 2000 Vegetation Monitoring (West Side, Year 2) October 2000 Phragmites Treated March — November 2001 Hydrologic Monitoring (Entire Site, Restart Year 1) April 2001 Phragmites Treated May 2001 Marsh Grasses Planted August 2001 Tree Vegetation Monitoring (Restart Year 1) August 2001 Marsh Vegetation Monitoring (Year 1) March — November 2002 Hydrologic Monitoring (Year 2) July 2002 Tree Vegetation Monitoring (Year 2) July 2002 Marsh Vegetation Monitoring (Year 2) November 2002 Phragmites Treated March — November 2003 Hydrologic Monitoring (Year 3) October 2003 Phragmites Treated October 2003 Tree Vegetation Monitoring (3 yr.) October 2003 Marsh Vegetation Monitoring (3 yr.) 1.4 Debit Ledger Because of its size, Mashoes Road will provide mitigation for several highway projects. Table 1 shows the projects that this site are providing mitigation for through November 2003. 3 Table 1. Mashoes Road Debit Ledger Habitat Acres at Acres TIP Debit TIP Debit Start Remaining R-2551 K-4003 SVM Restoration 13.1 0 13.1 0 Forest Wetlands 8 0 8 0 Restoration SVM Preservation 253.86 130.96 122.9 0 Forest Wetland 106.88 29.32 76.2 1.36 Preservation Open Water 15.53 15.53 0 0 Upland Hummocks 1.48 1.48 0 0 Total: 398.85 177.29 220.2 1.36 1.5 Permit Requirements The Mashoes Road Mitigation Site was constructed primarily to compensate for impacts to TIP Project R-2551 (USACE Action ID No. 199502334). Permit commitments stated that Phragmites australis would be totally controlled in the marsh area. The permit was modified in 2000, which allowed for marsh planting to be extended to the spring of 2001. This gave NCDOT additional time to further treat for phragmites. The site was treated for Phragmites in 2000, 2001, 2002, and 2003. The planting of marsh grasses at the site was completed in Spring 2001. 4 Figure 1. Site Location Map '7, „Reeds Point Mashoes Road Mitigation Site Croatan Sound 4 ` Location of •A . Gauges 54f- .iiiii.�i•i •�ii� � MO ' i i• iiis i•••�•i .;. }+y 0 A••••• �r 4-40 •••mow •i'Y w f • „Redstone Point i , , ( .:1, ..,,z, rr,,9 01:H7EaLorrac.841,61Mta II9. 81? 5 2.0 HYDROLOGY 2.1 Success Criteria In accordance with federal guidelines for wetland mitigation, the success criteria for hydrology in the forested wetland (west side) states that the area must be inundated or saturated (within 12 inches of the surface) by surface or ground water for at least 12.5% of the growing season. Areas inundated less than 5% of the growing season are always classified as non-wetlands. Areas inundated between 5% - 12.5% of the growing season can be classified as wetlands depending upon other factors, such as the presence of hydrophytic vegetation and hydric soils. In the coastal marsh wetland (east side), success criteria include saturation or inundation within 12 inches of the surface for at least 25% of the growing season, or statistically the same as the reference ecosystem. The growing season in Dare County begins March 13 and ends November 25. The dates correspond to a 50% probability that temperatures will drop to 28° F or lower after March 13 and before November 25.1 The growin• -ason is 258 days; therefore the optimum duration for wetland hydrology i 32 day-. Also, local climate must represent average conditions for the area. 2.2 Hydrologic Description Historically, the wetlands on this tract were part of the coastal marsh of the surrounding area. The primary sources of hydrology are tidal flushing of the system and groundwater. After an extensive study of the site's hydrology, it was concluded that filling of the ponds, and grading down of the upland areas would elevate soils to a level that would saturate the soil stratum within the required twelve inches or even flood the area during high tides. It was predicted that this would be sufficient to restore wetland hydrology. Six groundwater-monitoring gauges, eight surface gauges, and one rain gauge were installed in 1999 (Figure 2). Three more groundwater-monitoring gauges were installed during 2001 to evaluate potential drainage by the side canal. Also, two additional surface gauges were added to the coastal marsh wetland area. The rain gauge and monitoring gauges recorded daily readings of rainfall and depth to groundwater, respectively. The surface gauges record tidal conditions eight times daily; however, only one representative reading was used for graphing and statistical purposes in this report. 1 Natural Resources Conservation Service,Soil Survey of Dare County,North Carolina,p.69. MASHOES ROAD MITIGATION SITE DARE COUNTY \ 0 MR-83 MR-S5 MR-S4 0 MR-S6 ________.______ . •• MR-S1,_-.-------". --1\ /0.•:. MR-S19 (NEW) jf ,,,,. / r MR-S18 (NEW) 0 • 0 0 N '- v---- MR-S7 0 if -,. . 0 0 vi IVIEt-S2 .. ,-,,------ • MR-G15 (. Wy -4'--'---z-.__,—. \., • _--... ----, R-S8:•,..-:-----,' ' MR-G16 (isIEW) 0 . ...,..„-,---4 • —- \ 0 '• : ...<7......N , ,......:._., ----, . --,--, \ _.--- IVER—G17 (NEW) El I '----- • 4"'" .... ---N.4., ---- E MR—G14 1 El ,.. • --,...-, ,-..s•••--. ..--''''' N ...--- I .--..._.....,_ . „, ,-__.,-../. "s.... -....... •••••.. ,.... -,-- --„,.'-- n MR—G10 1VLR—G12 MR—Gil Q SURFACE WATER GAUGE 0 GROUNDWATER MONITORING GAUGE 0 RAIN GAUGE FIGURE 2: MONITORING GAUGE LOCATIONS 7 . . 2.3 Results of Hydrologic Monitoring 2.3.1 Site Data For groundwater monitoring gauges on the west side of the mitigation site, the maximum number of consecutive days that the groundwater was within twelve inches of the surface was determined for each gauge. For surface gauges, the ground surface was used (elevation zero) to give a better representation that the east side of Mashoes Road was receiving daily tidal flooding. This number was converted into a percentage of the 256-day growing season. Table 2 presents the 2003 results. In the table, "MR" refers to Mashoes Road Mitigation Site, "S" refers to surface gauges, and "G" refers to groundwater gauges. Reference gauges and new gauges are indicated. In order to meet the success criteria for hydrology, the surface water gauges need to maintain a water elevation above 0 for at least 25% of the growing season. Since the criteria in the mitigation plan were unclear whether hydrology should be met in maximum consecutive days or total days, the table (Table 2) shows both sets of data (All ten gauges met the hydrology criteria using maximum consecutive and total days in 2003). tab,. IA, ,44.4 Appendix A contains a plot of the groundwater depth for each monitoring gauge. The maximum number of consecutive days that the gauge met success above the 12-inch depth is noted on each graph. Data determined to be erroneous was omitted; therefore, some gaps appear in the plots. Precipitation events are included on each graph as bars. 8 Table 2. 2003 HYDROLOGIC MONITORING RESULTS Maximum Monitoring < 5% 5-8% 8—12.5% > 12.5% Consecutive Total Success Dates Gauge Days Days >25% MR-S1 (ref) 78.1 97.9 MR-S2 22.3 78 MR-S3 (ref) 100 100 MR-S4 (ref) 100 100 MR-S5 100 100 MR-S6 100 100 MR-S7 (ref) 100 100 MR-S8 87 87 MR-G9 (ref)* X 100 March 13-Nov 25 MR-G10 (ref)* X 64.7 April 2-Sept 15 Sept 25-Nov 25 MR-G11* X 100 March 13-Nov 25 MR-G12* X 89.1 March 13-Oct 28 MR-G13 (ref)* X 89.1 March 13-Nov 17 MR-G14* X 100 March 13-Nov 25 MR-G15* X 100 March 13-Nov 25 MR-G16* X 100 March 13-Nov 25 MR-G17* X 100 March 13-Nov 25 MS-S18 100 100 MS-S19 100 100 *Gauge met success criterion during an average rainfall month (March, June, August, and October). Notes:"MR" denotes Mashoes Road site gauges. "S" denotes surface gauges. "G" denotes groundwater gauges. "ref' denotes gauges in reference wetlands. During the September download, all groundwater gauges were noted to have (1-3") of standing water at the gauges. Figure 3 provides a graphical representation of the hydrologic results. Gauges highlighted in blue indicate wetland hydrology for more than 12.5% of the growing season. Gauges highlighted in red show hydrology between 8% and 12.5% of the season, while those in green indicate hydrology between 5% and 8% of the season. 9 • MR-S3 MR S5 MR-S4 • MR-SG _ MR-S19 (NEW) : s_Lpit\\ �,MR-S1S (NEVI) •� • 41-: MR-87 MR-S2 -1S �� pp`,..MR.G1S (NEW) .. 1�1iM�70�� f, •MRRG1 MR-Gil (NEW) R. MR-G14 1 . `- �- MR-G13 .� 1G1O MR-G12 MR-GU (,),t10RTy�� Figure 3. 2003 Hydrologic Monitoring Gauge Results �Q�t' .9°C2 Hydrology Results 0 9 • Rain Gauge * ,11(1 •<5% 5 -8% CD Surface Gauge %,3, �6 •8- 12.5% > 12.5% Not to Scale OF TRA 2.3.2 Climatic Data Figure 4 represents an examination of the local climate in comparison with historical data in order to determine whether 2003 was "average" in terms of climate conditions. The two lines represent the 30th and 70th percentiles of monthly precipitation for Manteo, NC. The bars are monthly rainfall totals for 2002 and 2003. The historical data was collected from the State Climate Office of North Carolina. For the 2003-year, January and November experienced below average rainfall. The months of December (02'), March, June, August, and October all recorded average rainfall for the site. November (02'), February, April, May, July, and September experienced above average rainfall. The rainfall data from the onsite rain gauge was used for the months of (September-November). Overall, 2003 experienced an average rainfall year. 2.4 Conclusions For the 2003 monitoring year, all nine groundwater gauges met the jurisdictional hydrologic success of at least 12.5% of the growing season. Nine of the ten surface gauges showed steady wind tidal influence that maintained a water elevation above zero under normal conditions for at least 25% of the growing season. Only one of the gauges did not meet the criteria of 25% (22.3% for Gauge S2). The overall monitoring results show that the site performed successfully from a hydrological standpoint in 2003. 11 FIGURE 4. 30-70 Percentile Graph Mashoes Road 30-70 Percentile Graph Manteo, NC, Monthly Rainfall 14 r _ Used the onsite rain 12 gauge for Sept-Nov 03 10 c 0 8 '� 70th P rcentile o � 6 30th Pe Gentile a 14 NI I r I I Iii ,•2 1 .:''''', ill " Nov 02' Dec 02' Jan 03' Feb 03' Mar 03' Apr 03' May 03' Jun 03' Jul 03' Aug 03' Sep 03' Oct 03' Nov 03' Dec 03' DATE MEM 2002 Rainfall IIM2003 Rainfall —30th Percentile —70th Percentile 12 3.0 VEGETATION: MASHOES ROAD MITIGATION SITE (YEAR 3 MONITORING) 3.1 A Success Criteria (Trees) NCDOT will monitor the site for five years or until the success criteria are met. A 320 stems per acre survival criterion for planted seedlings will be used to determine success for the first three years. The required survival criterion will decrease by 10% per year after the third year of vegetation monitoring (i.e., for an expected 290 stems per acre for year 4, and 260 stems per acre for year 5). The number of plants of one species will not exceed 20% of the total number of plants of all species planted. 3.1 B Success Criteria (Marsh Grasses) The vegetative marsh success of the wetland site will be determined in accordance with NMFS Guidelines. Monitoring plots found to be located within the open water channel will not count to the final count of plots. The vegetation component of the wetland site will be deemed successful if the following criteria are met. 1. At year five, the average of all plots should have a scale value of 5 (75% vegetative cover) consisting of wetland herbaceous species, not including any invasive species. 2. A minimum of 70% of the plots shall contain the target (planted) species. 3.2A Description of Species The following species were planted in the Wetland Restoration Area: Zone 1: Wetland Tree Reforestation (2.7 acres) Taxodium distichum, Bald cypress Quercus phellos, Willow Oak Nyssa sylvatica var. sylvatica, Blackgum Fraxinus pennsylvanica, Green Ash Quercus nigra, Water Oak Zone 2: Wetland Tree Reforestation (4.3 acres) Taxodium distichum, Bald cypress Fraxinus pennsylvanica, Green Ash Quercus nigra, Water Oak Quercus phellos, Willow Oak 13 3.2B Description of Species The following plant communities were planted in the Marsh Grass Area: Zone 1: (approximately 11.92 acres) Cladium jamaicense, Sawgrass Zone 2: (approximately 0.42 acres) Juncus roemerianus, Black Needle Rush 3.3A Results of Vegetation Monitoring TABLE 3: 2003 VEGETATIVE MONITORING RESULTS (TREE AREA, WEST SIDE) F. rn U C RI N C d . N a 0 N l 2 E IC >, n' t 0 a 3 0 0 ti, fts a 3 m m �° o 1 1 12 4 5 4 25 40 425 2 17 6 10 7 40 40 680 ZONE 1 AVERAGE 553 US 6.'1/peril I 2 3 7 4 32 43 49 597 AVV)511f 4 9 5 13 5 32 32 680 5 4 10 10 1 25 35 486 Of e ZONE 2 AVERAGE 588 I�"' TOTAL AVERAGE 574 Site Notes: Other species noted: Scirpus americanus, sawgrass, black needle rush, Bidens sp., ragweed, Baccharis halimifolia, fennel, phragmites, redbay, cattail, golden rod, wax myrtle, Atlantic white cedar, red maple, and Pluchea sp. 14 • TABLE 4: 2003 VEGETATIVE MONITORING RESULTS (MARSH GRASS AREA, EAST SIDE) a `o 0 u Y a o I • o 2 m W cw rA a Notes 1 4.0 Phraqmites,Cattail 2 5.0 ri f=ll Phraqmites 3 5.0 Phragmites,Juncus sp. 4 5.0 f--'.m f-"l Phragmites 5 5.0 Phraqmites,Cattail 6 4.0 (J 71 Scirpus sp.,Cattail 7 4.0 Phragmites,Scirpus sp. 8 5.0 f-�l ii Phragmites,Cattail 9 5.0 (i ('V Baccharis so.,Spartina patens,Broomsedge 10 5.0 o Phragmites,Scirpus sp. 11 5.0 Phragmites,dog fennel, Bermuda grass 12 5.0 13 i Scirpus sp. 13 5.0 ()I I Juncus so. 14 5.0 f--ll 1 Phraqmites 15 4.0 (=D (l Phragmites 16 4.0 Ii I J Phragmites 17 2.0 Echinochloa sp. 18 3.0 I`ll 1l Phragmites 19 0.0 Bare ground 20 5.0 Phragmites,Cattail 21 5.0 Phraqmites,Scirpus sp.,Cattail 22 5.0 (i 71 Scirpus sp. 23 5.0 o ( Scirpus so. 24 5.0 (V (i Scirpus sp. 25 5.0 (J (J Phragmites,Juncus so. 26 5.0 o Echinochloa sp. 27 5.0 01 0 Phragmites 28 5.0 Phragmites 29 5.0 r tl Baccharis sp.,Golden rod,Cattail 30 3.0 Phraqmites 31 4.0 o Cattail 32 5.0 11111 Phragmites 33 5.0 Phraqmites 34 5.0 Phragmites,Scirpus so. 35 5.0 1 Scirpus so. 36 5.0 L (J Scirpus so. 37 3.0 Scirpus sp. 38 5.0 o o Scirpus so.,Cattail 39 2.0 40 5.0 f-9 o Phragmites 41 5.0 0 Scimus so.,Cattail 42 0.0 Bare ground 43 5.0 Phragmites,Spartina patens 44 5.0 0 0 45 4.0 111)1 I Phragmites 46 5.0 Phragmites,Scirpus sp. 15 a cc o a Z °D L w # e . 7 z0 G t0 w N a co m CO u. Notes 47 5.0 1 i Juncus so. 48 5.0 3 Scirpus so. 49 5.0 1 Phraqmites 50 5.0 Phraqmites,Juncus so. 51 4.0 I 1 Phragmites 52 0.0 bare ground 53 5.0 Phragmites,Scirpus so. 54 5.0 Phragmites.Golden rod,Baccharis so..Scirpus so. 55 5.0 I Spartina patens,Juncus sp. 56 5.0 1 7 Phragmites 57 5.0 1 `t Phragmites 58 5.0 1 59 5.0 1 7 Phragmites 60 5.0 =1 Phragmites,Scirpus so. 61 5.0 1 Juncus sp. 62 5.0 Phragmites,Scirpus sp., Cattails 63 4.0 Phragmites,Scirpus sp. 64 5.0 1 1 Phragmites,Scirpus so. 65 5.0 ] `l 66 5.0 T 7 Phragmites _ 67 5.0 1 1 Phragmites,Scirpus so. 68 5.0 `1 7 Phraqmites.Scirpus so. 69 4.0 t 1 Juncus sp. 70 5.0 1 Spartina patens 71 5.0 =1 1 Scirpus so. 72 5.0 1 Phraqmites 73 5.0 Phraqmites 74 5.0 1 7 Scirpus so. 75 5.0 Scirpus so.,Cattails 76 5.0 5 Cattail,Scirpus so.,Juncus so. 77 5.0 T 1 Phraqmites 78 4.0 Phraqmites 79 5.0 Phragmites,Scirpus so.,Juncus so. 80 5.0 Phraqmites 81 5.0 Scirpus sp. 82 5.0 `-_) Broomsedge 83 0.0 Bare ground 84 5.0 =3 Phraqmites,Bermuda grass 85 4.0 Phraqmites,Scirpus so.,Spartina patens 86 3.0 Phraqmites,Scirpus so.,Juncus so. 87 4.0 e t Phraqmites,Cattail 88 5.0 Phraqmites 89 4.0 Phraqmites,Golden rod 90 5.0 Phraqmites,Scirpus so. 91 _ Open water 92 5.0 Phragmites,Juncus sp. 16 fi Z E 2 ac y "[ N 'n m s Notes 93 5.0 Phragmites,Scirpus sp.,Juncus so. 94 4.0 Phraqmites,Scirpus so. 95 5.0 5 Bermuda grass 96 4.0 `1i 1 Phragmites,Scirpus so. 97 5.0 5 Phragmites,Scirpus so. 98 3.0 9 Cattail 99 5.0 9 9 Phraamites,Spartina patens 100 5.0 `l7 5 Phragmites,Cattail 101 5.0 102 5.0 11 Phraqmites,Scirpus sp. 103 5.0 Scirpus so., Cattail 104 5.0 `11 5 Phraqmites 105 5.0 1 9 Phragmites,Scirpus sp. 106 4.0 1 1 Phragmites,Juncus so. 107 5.0 1 `1� Scirpus so. 108 5.0 1 5 Phragmites 109 5.0 Phraqmites,Juncus so. 110 4.0 51 1 Phragmites 111 5.0 1 5 Phraqmites,Scirpus sp. 112 4.0 1 1 Phragmites 113 4.0 Scirpus so. 114 5.0 Phraqmites 115 5.0 - =U Phragmites,Cattail,Juncus sp. 116 5.0 �� Scirpus so. 117 4.0 Phragmites � 118 5.0 1 , Phraqmites,Cattail 119 5.0 1 1 Phragmites 120 5.0 Phraqmites,Scirpus sp. � 121 5.0 1 Cattail 122 4.0 `l1 1 Phraqmites,Cattail 123 5.0 5 `l7 Phragmites,Scirpus so. 124 5.0 Phragmites,Scirpus so. 125 5.0 , `17 I Phragmites 126 5.0 Phragmites,Scirpus so. 127 5.0 1 €11 Phragmites,Cattail 128 2.0 Echinochloa sp. 129 5.0 1 5 Phraamites,Juncus so. 130 2.0 Echinochloa so. 131 3.0 `51 5 `11 Phraqmites 132 5.09 1 Phragmites 133 3.0 5 5 5] Phraqmites 134 5.0 9 9 I 135 5.0 5 ] `a 136 2.0 9 `-_17 Phraqmites,Cattail 137 3.0 5 5 Scirpus so., Cattail 138 5.0 11 `l7 Cattail 17 • 7 • • o • N 0 LL Z 2 w u a o a g 0 qp N n. f!1 m to u. Notes 139 5.0 =1 Cattail 140 5.0 =1 Cattail 141 5.0 `d =1 Phraqmites 142 3.0 -! =J Cattail 143 2.0 144 5.0 -1 1 Cattail 145 5.0 T 1 Baccharis sp.,Spartina patens 146 5.0 0 1 1 147 5.0 =j =1 Spartina patens,Broomsedge 148 5.0 =1 l Phraqmites 149 5.0 1 =1 Cattail 150 4.0 Cattail,Scirpus so. 151 5.0 I Cattail 152 5.0 =1 Phraqmites 153 5.0 154 3.0 =7 =; Cattail 155 4.0 =1 1 =1 156 5.0 1 =1 7 157 3.0 Cattail,Scirpus sp. 158 5.0 rill 159 5.0 '1 Phraqmites,Cattail 160 5.0 0 =1 Golden rod 161 5.0 ra Phraqmites,Cattail 162 5.0 12 163 4.0 1 1 Phraqmites,Cattail 164 5.0 Cl 11 Phraqmites,Scirpus sp. 165 5.0 =1 Phraqmites,Cattail,Golden rod,Baccharis sp. 166 5.0 1 Phraqmites,Cattail,Golden rod,Baccharis sp. 167 5.0 =P 1 Phraqmites,Cattail,Golden rod,Baccharis sp. YreQuencv/Percentap Plots with Desired Species 77.0% Sum Scale Value 745 Total#of Plots 166 Vepetasive C9ver(Sole 4.5 18 3.4A Conclusions (Tree Area) Of the 399 acres on this site, approximately 7 acres involved tree planting. This side (Westside) of the site has become well vegetated with marsh grasses. There were 5 plots established throughout the planting areas, encompassing all plant communities. The 2003 vegetation monitoring revealed an average density of 574 trees per acre, which is well above the 320 trees per acre required by the success criteria. 3.4B Conclusions (Marsh Area) • Percent Frequency of Target Species 77.0% Frequency of 70% required. • Vegetative Cover Scale Value 4.5 Scale Value of 5 required for year 5. Of the 399 acres on this site, approximately 12.34 acres involved marsh grass planting. There were 167 random plots established throughout the planting areas, encompassing all plant communities. These plots were located with GPS. The northern side of the site was treated for phragmites in April 2001 and in October 2003. The vegetative coverage does not currently meet the success criteria. However, the vegetative coverage and frequency do appear to be on track for year three. Phragmites at the Mashoes Road Mitigation Site has been treated continuously throughout the monitoring cycle. It appears that the herbicide treatments have been somewhat successful in that the percent frequency of target species is above the 70% required at the end of the 5-year monitoring cycle. Phragmites is and will continue to be a nuisance at this site but the target vegetation is present. NCDOT will continue to treat - and monitor the phragmites at the Mashoes Road Mitigation Site. NCDOT will continue vegetation monitoring at the Mashoes Road Mitigation Site. -DOr 19 4.0 OVERALL CONCLUSIONS/ RECOMMENDATIONS The 2003-year represents the fifth full growing season (the third official season) that the hydrologic data has been examined. All nine groundwater-monitoring gauges exceeded the jurisdictional wetland hydrology for 12.5% of the growing season. When considering maximum cumulative days, nine of the ten surface gauges met the 25% requirement of daily flooding onsite during this same period. Only one of the gauges did not meet the criteria of 25% (22.3% for Gauge S2). The overall monitoring results show that the site performed successfully from a hydrology standpoint. ]1,)0 ErNily- s f-C (&Al auyt5. WV c r;4-e—y- ;c Vegetation monitoring on the west side (tree area) of the restoration area yielded 574 trees per acre, above the 320-tree requirement. A frequency of 77.0% for the targeted vegetative species was found on the east side (marsh grasses area) of the site. A frequency of 70% is required. A vegetative scale value of 4.5 was recorded (scale value of 5 is required by year 5). NCDOT will continue to monitor the site for both hydrologic and vegetation success at the Mashoes Road Mitigation Site. • AtA2 ttY— d) jib°. tstdrAiet°L1-niti&A ' 1)tour,fir‘s2 —it -fii2-124 11° liLlivJ _A 0 Ail iibvtirc, 4/4A 20 APPENDIX B PHOTO AND VEGETATION PLOT LOCATIONS, SITE PHOTOS 11.1.11040 va, 1.4.0041V,10. aftatOtlif Dare County, North Carolina Mashoes Road Mitigation Site Planting Plan Marsh Area Ema SAWGRASS MO BLACK NEEOLERUSH Ada I I 1 -. --- .,........-- 1.... ....- ........-- .>--"5 "---%'....„.„-- ..r.-/- .-----4°' *--3 ..01401:114..‘ 4111111111111 MMMM OIL\ p --,, . ............ ......., __I.._ ..- ... z . \ affill111.11...W. ..tri r- _.,..inappip••• -°k‘, .111111111111181111111P"/0",,,,, . 1111111111111111111111111111111111M.ille..4114::::IP.P. 4111 NIIV ,.../11111111111.11111r" ie,Aie, , dr .0, ----a•NOM•••••ulal 1 i ........, MK, lw 4.•MMM FP* Tree Area /11111111M0' OM ZONE 2 .._ Nb.K.f.(IR$4. I ye(t I_ I**$4 t.l{}L -es Y<'Wk r s.IMy.rq 0,I(M1,11} a�� :0....4:1. /4„;...itiz . Vik°Iiii-1" 6,1,4"-ls- 40>. , Al)61. 61141":6P 1141' .____,..,....,--,.-,,,,--"" 0.• • * • *.t.e, t . 4., ../ * \ wear iit Iv +# 1 , , ++ +r �, * .7 cf1 )t 00 4•♦ _ 4 .. 01 ' VEGETATION M - N TORI -.:� PLOTS (50 FT. X SOFT.) (. P5) PHOTOGRAPH LOCATIONS MASHOES ROAD 4 • it -4At .i,te r �€� t �*R , y'_ . tt i '� n'W� ry ,,tx E�p j ' •*-1 ,k- s. ' r [ PhotoPhoto 2 1 c - - �[ `i ,,y ' 9gg5Yr,,�k '1Y . i; a` t • -0' • �f. • • Photo 3 Photo 4 �.0 -. >I • x , Photo 5 Photo 6 2003 r z`C r j Photo 7 Photo 8 Photo 9 2003 ANNUAL REPORT FOR 2004 volignimPtimix thiseigar 4.4461, _ALA" Alb 6, of sorigeiraikiiraik.a" 411VAITOW airAlk SAW' Mashoes Road Mitigation Site Dare County Project No. 8.T051402 TIP No. R-2551WM �� MOHiM C 1� ayo/ i � 9 a d - 99r 'Q�Q �FyT O F I Rts*v2 Prepared By: Office of Natural Environment&Roadside Environmental Unit North Carolina Department of Transportation December 2004 TABLE OF CONTENTS SUMMARY 1 1.0 INTRODUCTION 2 1.1 Project Description 2 1.2 Purpose 2 1.3 Project History 4 2.0 HYDROLOGY 5 2.1 Success Criteria 5 2.2 Hydrologic Description 5 2.3 Results of Hydrologic Monitoring 7 2.3.1 Site Data 7 2.3.2 Climatic Data 10 2.4 Conclusions 10 3.0 VEGETATION 12 3.1A Success Criteria (Trees) 12 3.1 B Success Criteria (Marsh Grasses) 12 3.2A Description of Species 12 3.2B Description of Species 13 3.3A Results of Vegetation Monitoring 13 3.4A Conclusions (Tree Area) 17 3.4B Conclusions (Marsh Area) 17 4.0 OVERALL CONCLUSIONS/ RECOMMENDATIONS 18 TABLES TABLE 1 - 2004 HYDROLOGIC MONITORING RESULTS 8 TABLE 2 - 2004 VEGETATIVE MONITORING RESULTS (TREE AREA, 13 WEST SIDE) TABLE 3 - 2004 VEGETATIVE MONITORING RESULTS (MARSH 14 GRASS AREA, EAST SIDE) FIGURES FIGURE 1 - SITE LOCATION MAP 3 FIGURE 2 - MONITORING GAUGE LOCATION MAP 6 FIGURE 3 - 2004 HYDROLOGIC MONITORING RESULTS 9 FIGURE 4 - 30-70 PERCENTILE GRAPH 11 APPENDICES APPENDIX A - GAUGE DATA GRAPHS APPENDIX B - PHOTO AND VEGETATION PLOT LOCATIONS & SITE PHOTOS SUMMARY The following report summarizes the monitoring activities that have occurred in the past year at the Mashoes Road Mitigation Site. Construction began on this site in 1998. The west side of Mashoes Road was completed in early 1999 and was planted with trees; this area was replanted in the Winter of 2000-01. The east side of Mashoes Road was completed in the fall of 1999 but was not planted due to attempts to control Phragmites. The east side of the site was planted with marsh grass in the spring of 2001. The site must demonstrate hydrologic and vegetation success for a minimum of five years or until the project is deemed successful. The site contains nine groundwater-monitoring gauges on the west side, ten surface gauges on the east side and one rain gauge. On the east side, there are a total of 167 random vegetation plots and the west side has five permanent vegetation plots. The daily rainfall data depicted on the monitoring gauge graphs is recorded from an on-site rain gauge. Historical rainfall data used for the 30-70 percentile was recorded at the Manteo Rain Gauge, maintained by the NC State Climate Office. Hydrologic monitoring indicated that the site is continuing toward success. Under average conditions for 2004, all nine of the groundwater gauges exceeded the jurisdictional hydrologic success for at least 12.5% of the growing season. All ten of the surface gauges showed steady tidal influence that maintained a water elevation above zero under normal conditions for at least 25% of the growing season. Vegetation monitoring on the west side (tree area) of the restoration area yielded 482 trees per acre, which is above the 290-tree requirement. A frequency of 73.1% for the targeted vegetative species was found on the east side (marsh grasses area) of the site. A vegetative scale value of 4.6 was recorded. Per the letter from the Ecosystem Enhancement Program (EEP) to NCDOT dated August 25, 2004, the EEP has accepted the transfer of all off-site mitigation projects. The EEP will be responsible for fulfilling the remaining monitoring requirements and future remediation for this project. 1.0 INTRODUCTION 1.1 Project Description The Mashoes Road Wetland Mitigation Site is located north of Manns Harbor in Dare County (Figure 1). It is bounded by US 64-264 to the south, the Alligator River National Wildlife Refuge to the west, the Croatan Sound to the east, and is bisected into east/west by SR 1113 (Mashoes Road). A significant portion of the site (254 acres) was classified as a coastal marsh and fell under the jurisdiction of the N.C. Division of Coastal Management. Another portion (107 acres) was classified as forested wetlands. The remainder of the site consisted of a 15-acre pond, borrow pits and cleared uplands from a sand mining operation, as well as some forested uplands. The site encompasses approximately 399 acres and is designed as a mitigation site primarily for the new Croatan Sound Bridge between Manns Harbor and Manteo; TIP Projects R-2551 and K-4003 (USACE Action ID No. 199502334). 1.2 Purpose In order to demonstrate successful mitigation, hydrologic and vegetative monitoring must be conducted for a minimum of five years or until success criteria are fulfilled. Success criteria are based on federal guidelines for wetland mitigation. These guidelines stipulate criteria for both hydrologic conditions and vegetation survival. The following report details the results of hydrologic and vegetative monitoring during 2004 at the Mashoes Road Mitigation Site. Included in this report are analyses of both hydrologic and vegetative monitoring results, as well as local climate conditions throughout the growing season. 1.,-Davis Pod Figure 1. Site Location Map rT T'1 Mashoes Road vteeds Point Mitigation Site Croatan Sound ,.; Location of • S:4 4 Gauges tr ♦•iiiiiir TTT� ....:•:::::``•::.� 1❖.❖.•❖.❖.•� - a .44❖.44.x..❖.❖.❖i .. .•� ��..�.. .❖.❖..., •❖ ..... ,, .❖.❖.a. 0•. •. 400. M.❖.• .❖. .❖.4.4•P:44•. ..•❖.,.�.,.•./y �tedstone Point I . '\ ''`t' a 14r[ti.n�.Fmo,A.au uto 64 3 1.3 Project History Winter 1999 West Side Construction Complete Spring 1999 Wetland Trees Planted (West Side) Spring 1999 East Side Construction Complete March 1999 Monitoring Gauges Installed (Entire Site) March — November 1999 Hydrologic Monitoring (Entire Site, Year 1) October 1999 Vegetation Monitoring (West Side, Year 1) March — November 2000 Hydrologic Monitoring (Entire Site, Year 2) October 2000 Vegetation Monitoring (West Side, Year 2) October 2000 Phragmites Treated March — November 2001 Hydrologic Monitoring (Entire Site, (Restart Year 1) April 2001 Phragmites Treated May 2001 Marsh Grasses Planted August 2001 Tree Vegetation Monitoring (Restart Year 1) August 2001 Marsh Vegetation Monitoring (Year 1) March — November 2002 Hydrologic Monitoring (Year 2) July 2002 Tree Vegetation Monitoring (Year 2) July 2002 Marsh Vegetation Monitoring (Year 2) November 2002 Phragmites Treated March — November 2003 Hydrologic Monitoring (Year 3) October 2003 Phragmites Treated October 2003 Tree Vegetation Monitoring (3 yr.) October 2003 Marsh Vegetation Monitoring (3 yr.) March — November 2004 Hydrologic Monitoring (Year 4) September 2004 Tree Vegetation Monitoring (Year 4) September 2004 Marsh Vegetation Monitoring (Year 4) 4 2.0 HYDROLOGY 2.1 Success Criteria In accordance with federal guidelines for wetland mitigation, the success criteria for hydrology in the forested wetland (west side) state that the area must be inundated or saturated (within 12 inches of the surface) by surface or ground water for at least 12.5% of the growing season. Areas inundated less than 5% of the growing season are always classified as non-wetlands. Areas inundated between 5% - 12.5% of the growing season can be classified as wetlands depending upon other factors, such as the presence of hydrophytic vegetation (\' and hydric soils. In the coastal marsh wetland (east side), success criteria include saturation or `� inundation within 12 inches of the surface for at least 25% of the growing season, 4 or statistically the same as the reference ecosystem. The growing season in Dare County begins March 13 and ends November 25. i i The dates correspond to a 50% probability that temperatures will drop to 28° F or lower after March 13 and before November 25.1 The growing season is 258 days; therefore the optimum duration for wetland hydrology is 32 days. Also, local (\ `t' climate must represent average conditions for the area. 1 2.2 Hydrologic Description L--,Historically, the wetlands on this tract were part of the coastal marsh of the surrounding area. The primary sources of hydrology are tidal flushing of the system and groundwater. After an extensive study of the site's hydrology, it was concluded that filling of the ponds, and grading down of the upland areas would 4 . elevate soils to a level that would saturate the soil stratum within the required twelve inches or even flood the area during high tides. It was predicted that this would be sufficient to restore wetland hydrology. Six groundwater-monitoring gauges, eight surface gauges, and one rain gauge were installed in 1999 (Figure 2). Three more groundwater-monitoring gauges were in ailed during 20-01 to evaluate poten ag tial draine by the side canal. Also, two additional surface gauges were added to the coastal marsh wetland area. (?)., C The rain gauge and monitoring gauges recorded daily readings of rainfall and i depth to groundwater, respectively. The surface gauges record tidal conditions . I. eight times daily; however, only one representative reading was used for �, ,l�l, graphing and statistical purposes in this report. i) 1 Natural Resources Conservation Service, Soil Survey of Dare County,North Carolina,p.69. 5 MASHOES ROAD MITIGATION SITE DARE COUNTY 0 MR-S3 MR-S5 MR-34 MR-S6 Nut-si,„•-------: '' - "-----4\ /dli ----- ----- lit• MR-S19 (NEW) I r 0 / MR-S18 (NEW) ° 0 - -- , MR-S7 0 ' ,j 0 ------• ...: _ 0 MR-S2 .„, ,____ \ -,,,,- G15_ . '-zi-----',=•:-...-- \ ,---- . • - -- , MR-SS --..,....N .........., ,- ......., ,...„, ...... --- „ MRRG-1 -„,.. -•-•••__ ----,„ • •-•,--z, ,'-• ""--. • :---.-- 0 MR-G14 0 -, --,.....„ _ ....."'" ... 1 •••.... • .., ,..„.. r MR-G9 --.... ••••„.„ - .--- 0 ___•••-/ de 71114"; 44;:---..., r --... ........„ -..... -... MR-G13 ------_______ ----------- •-•,,,____:,,,--,----0 1VLR-G10 ar/41L4 ilirwi --(--'6-16+,(1/ MR-G12 MR-G11 inctil to ote ' bulied/n- 7 0 SURFACE WATER GAUGE 0 GROUNCWATER MONITORING GAUGE . al RAIN GAUGE .. FIGURE 2: MONITORING GAUGE LOCATIONS 6 2.3 Results of Hydrologic Monitoring 2.3.1 Site Data For groundwater monitoring gauges on the west side of the mitigation site, the maximum number of consecutive days that the groundwater was within twelve inches of the surface was determined for each gauge. For surface gauges, the ground surface was used (elevation zero) to give a better representation that the east side of Mashoes Road was receiving daily tidal flooding. This number was converted into a percentage of the 256-day growing season. Table 1 presents the 2004 results. In the table, "MR" refers to Mashoes Road Mitigation Site, "S" refers to surface gauges, and "G" refers to groundwater gauges. Reference gauges and new gauges are indicated. In order to meet the success criteria for hydrology, the surface water gauges need to maintain a water elevation above 0 for at least 25% of the growing season. Since the criteria in the mitigation plan were unclear whether hydrology should be met in maximum consecutive days or total days, the table (Table 1) shows both sets of data (All ten gauges met the hydrology criteria using maximum consecutive and total days in 2004). Appendix A contains a plot of the groundwater depth for each monitoring gauge. The maximum number of consecutive days that the gauge met success above the 12-inch depth is noted on each graph. Data determined to be erroneous was omitted; therefore, some gaps appear in the plots. Precipitation events are included on each graph as bars. a v -1111-4/1frilv?)/1 Table 1. 2004 HYDROLOGIC MONITORING RESULT (CvS Maximum Monitoring < 5% ° 8—12.5% ° Consecutive Total Gauge 5.8/° > 12.5/° Days Success Dates g >25% Days s MR-S1 (ref) 100 100 MR-S2 29 61.7 MR-S3 (ref) , 00` 1007 MR-S4 (ref) 100 100 MR-S57- 3.7 99. M RCS 6 ` / �5117 1 '0 JVA-S7 (ref) 100 1 MR-S8 100 100 MR-G9 (ref)+ X 100 March 13-Nov 25 MR-G10 (ref)+ x 44.2 March 13-July 4 Aug 19-Nov 25 MR-G11+ X 100 March 13-Nov 25 March 13-May 17 MR-G12+ x 35.7 May 19-Aug 18 Sept 17-Nov 25 MR-G13 (ref)+ X 83.7 March 13-Oct 14 MR-G14+ X 100 March 13-Nov 25 MR-G15+ X 100 March 13-Nov 25 MR-G16+ X 100 March 13-Nov 25 MR-G17+ X 81 May 1-Nov 25 MS-S18 X 100 100 March 13-Nov 25 MS-S19 X 90.4 100 March 13-Nov 25 +Gauge met success criterion during an average rainfall month (February, April, May, July, and November). Notes:"MR" denotes Mashoes Road Site gauges. "S" denotes surface gauges. "G" denotes groundwater gauges. "ref' denotes gauges in reference wetlands. Figure 3 provides a graphical representation of the hydrologic results. Gauges highlighted in blue indicate wetland hydrology for more than 12.5% of the growing season. Gauges highlighted in red show hydrology between 8% and 12.5% of the season, while those in green indicate hydrology between 5% and 8% of the season. 8 • A1R..83 MR-SS MR.t34 • MR-S6 MR-81_... M f R-S19 (NEW) f MR•818 (NEB • i; r MR-G9 ill MR-G13 '�� -- '`ti DER-G IO MR-012 MR. 11 O NORTH Figure 3. 2004 Hydrologic Monitoring Gauge Results 0 u‘'. z Hydrology Results y •<5% • Rain Gauge * * , 0 Surface Gauge 5 8/0 ` s8-12.5% ti Mt •>12.5% Not to Scale 9 2.3.2 Climatic Data Figure 4 provides an examination of the local climate in comparison with historical data in order to determine whether 2004 was "average" in terms of climate conditions. The two lines represent the 30th and 70th percentiles of monthly precipitation for Manteo, NC. The bars are monthly rainfall totals for 2003 and 2004. The historical data was collected from the State Climate Office of North Carolina. For the 2004-year, November (03'), January, March, and October experienced below average rainfall. The months of February, April, May, July, and November all recorded average rainfall for the site. December (03'), June, August, and September experienced above average rainfall. The rainfall data from the onsite rain gauge was used for the months of September-November. Overall, 2004 experienced an average rainfall year. 2.4 Conclusions For the 2004 monitoring year, all nine of the groundwater gauges exceeded the jurisdictional hydrologic success for at least 12.5% of the growing season. All ten of the surface gauges showed steady tidal influence that maintained a water elevation above zero under normal conditions for at least 25% of the growing season. The overall monitoring results show that the site performed successfully from a hydrological standpoint in 2004. EEP will begin monitoring the hydrology at the Mashoes Road Mitigation Site in 2005. io FIGURE 4. 30-70 Percentile Graph Mashoes Road 30-70 Percentile Graph Manteo,NC,Monthly Rainfall 14 _ ,,,Jrz.„4:24.4p . _ 12 .... 10 j ° 70th Percentile m a Used the onsite rain 6 30th Percentile gauge for Sept-Nov 04 a 4 • 2 s Q a 1 Nov 03' Dec 03' Jan 04' Feb 04' Mar 04' Apr 04' May 04' Jun 04' Jul 04' Aug 04' Sep 04' Oct 04' Nov 04' Dec 04' DATE gm2003 Rainfall m2004 Rainfall —30th Percentile —70th Percentile 11 3.0 VEGETATION: MASHOES ROAD MITIGATION SITE (YEAR 4 MONITORING) 3.1A Success Criteria (Trees) NCDOT will monitor the site for five years or until success criteria are met. A 320-stems per acre survival criterion for planted seedlings will be used to determine success for the first three years. The required survival criterion will decrease by 10% per year after the third year of vegetation monitoring (i.e., for an expected 290 stems per acre for year 4, and 260 stems per acre for year 5). The number of plants of one species will not exceed 20% of the total number of plants of all species planted. 3.1 B Success Criteria (Marsh Grasses) The vegetative marsh success of the wetland site will be determined in accordance with NMFS Guidelines. Monitoring plots found to be located within the open water channel will not count to the final count of plots. The vegetation component of the wetland site will be deemed successful if the following criteria are met. 1. At year five, the average of all plots should have a scale value of 5 (75% vegetative cover) consisting of wetland herbaceous species, not including any invasive species. 2. A minimum of 70% of the plots shall contain the target (planted) species. 3.2A Description of Species The following species were planted in the Wetland Restoration Area: Zone 1: Wetland Tree Reforestation (2.7 acres) Taxodium distichum, Baldcypress Quercus phellos, Willow Oak Nyssa sylvatica var. sylvatica, Blackgum Fraxinus pennsylvanica, Green Ash Quercus nigra, Water Oak Zone 2: Wetland Tree Reforestation (4.3 acres) Taxodium distichum, Baldcypress Fraxinus pennsylvanica, Green Ash Quercus nigra, Water Oak Quercus phellos, Willow Oak 12 • 3.2B Description of Species The following plant communities were planted in the Marsh Grass Area: Zone 1: (approximately 11.92 acres) Cladium jamaicense, Sawgrass Zone 2: (approximately 0.42 acres) Juncus roemerianus, Black Needle Rush 3.3A Results of Vegetation Monitoring TABLE 2: 2004 VEGETATIVE MONITORING RESULTS (TREE AREA, WEST SIDE) _ a. � U C co 47, N i C N -V la _CO d N E A T O T C1 O v. . W It 3 C. Y L - Z 5 y 0 a ;a ;a c ‘01° 0 f NN a t7 m m H I 0 1 1 11 1 5 3 2035 40 340 2 17 4 10 4 35 40 595 w/14;1;11,1 _,y�l ZONE 1 AVERAGE 468 �� 2 3 8 1 27 36 49 500 4 10 12 2 24 32 510 5 4 7 12 1 24 35 466 ZONE 2 AVERAGE 492 . Y TOTAL AVERAGE 482 11/5 etSfrareP Iv v Site Notes: Other species noted: Scirpus americanu r..:_. ass, black needle rush, Bidens sp., ragweed, Baccharis halimifolia, fennel i.hragmites redbay, cattail, golden rod, wax myrtle, Atlantic white cedar, red maple, big or•grass, broomsedge, pine, and Pluchea sp. ifitkl,/A/0AM 4.491-1-"-(-- 13 W r m w 0 O m O CO (0 CO CO CO O Co CO CO CO W CO J V J V V V V V V V Cr) m CO 0) O CD m O) 0) O) C71 Cn Cn 01 01 C71 U1 Cn C71 CT . N O CO CO V m C71 A co N O CD CO V CY) Cn A CO N -+O CO CO V Cn C71 A W N O CO CO V (n C71 A CO N O CO U1 A Cn Co C71 A A al ul Cn Cn U1 Cn Cn CT A C71 Cn O Ul A C71 A A Cn (Jl (Il Cn CT A A Cn Cn C11 Co CT A Cn Ul Ul O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 O O O O O O O O O O O O O m 0 z w mama ma ma H z 0 m v 0 0 0 C co m C O O O C C O D 0_ 7 O a N N cn UI ' ZONE co W co W W W W W W N NJ ND NJ NJ ND NJ NJ ND N 'f f J ' 0 0 0 0 0 0 0 0 0 0 0 0 ' ' 'D Plot# Co v CT) cn A Ca NJCD (D CO 4 CT) 0) A CD NJCD (D OD V cn cn A Ca NJCDCD Co r C) U) A Ca NDC, VD OD v CT) cn A CD W Cn A U) cn A Ut A Cn A A Cn A Cn Cn A Cn Cn Cn A Cn Cn cn cn O Cn Cn Cn Cn Cn A Cn A U) U) cn cn Cn Cn cn cn A Ln Scale Factor O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 O O O O O O Black Needle Rush W r W :?L? J 3;I a ILaI'_t:: r u r ILLr,_,:r r:r : i,i:L 12 Sawgrass ;9�1.D.Ld; 4M . I :a u:_.:. <u :11 r:J Frequent' COO 0 0 Cu c c c — CD r. .-. O O O 0 o co W coO 0 0 C C C = D D o 7 a a a o, to N CD 0 m L Vl CY N O -p ca C) N N C V Z 0 W it y - p> Z A u 3 Q o N a. c i m Cl) u Notes 139 4.0 140 5.0 -] 141 3.0 i--_`j 142 4.0 f 143 5.0 ig 144 4.0 145 5.0 f 146 3.0 147 3.0 148 5.0 149 5.0 , 150 4.0 j, 151 3.0 152 5.0 --__`�j -_'�j 153 4.0 _] _ 154 5.0 eg Ej 155 4.0 --`]I 156 5.0 157 5.0 f 158 5.0 -_, 159 5.0 f 160 5.0 161 5.0 _ 162 5.0 163 5.0 164 5.0 165 5.0 -r 166 5.0 167 5.0 1j Frequency/Percentage Plots with Desired Species 73.1% Sum Scale Value 743 Total#of Plots 160 Vegetative Cover(Scale Value) 4.6 Site Notes: The following species were also noted in the monitoring plots. The number of plots the species was found in is following the species in parentheses (i.e. 58 plots contain Scirpus s. - '�?�Lr �y;-`"( ! / I��S ((6,R Scirpus sp. 5: (:hra mites 10N), Juncus sp. (23), goldenrod 9 , Spartina patens 6 , 72to 7 P ( 9 ( ) 9 O P P ( ) nutsedge (15), ''�:.. !_•_•_ .ae�c. � 1), Aster sp. (3), Panicum sp. (3), broomsedge (1), pennywort (3), Baccharis sp. (1), fennel (3), Pluchea sp. (1), and big cordgrass (1). l6 3.4A Conclusions (Tree Area) Of the 399 acres on this site, approximately 7 acres involved tree planting. The west side of the site has become well vegetated with marsh grasses. There were five plots established throughout the planting areas, encompassing all plant communities. The 2004 vegetation monitoring revealed an average density of 482 trees per acre, which is well above the 290 trees per acre required by the success criteria. 3.4B Conclusions (Marsh Area) • Percent Frequency of Target Species 73.1% Frequency of 70% required. • Vegetative Cover Scale Value 4.6 Scale Value of 5 required for year 5. Of the 399 acres on this site, approximately 12.34 acres involved marsh grass planting. There were 167 random plots established throughout the planting areas, encompassing all plant communities. These plots were located with GPS. The vegetative coverage and frequency appear to be on track for year four. EEP will begin monitoring the vegetation at the Mashoes Mitigation Site in 2005. 17 4.0 OVERALL CONCLUSIONS/ RECOMMENDATIONS The 2004-year represents the sixth full growing season (the fourth official season) that the hydrologic data has been examined. All nine groundwater-monitoring gauges exceeded the jurisdictional wetland hydrology for 12.5% of the growing season. When considering maximum cumulative days, all ten surface gauges met the 25% requirement of daily flooding onsite during this same period. The overall monitoring results show that the site performed successfully from a hydrology standpoint. Vegetation monitoring on the west side (tree area) of the restoration area yielded 482 trees per acre, which is well above the 290-tree requirement. A frequency of 73.1% for the targeted vegetative species was found on the east side (marsh grasses area) of the site. A frequency of 70% is required. A vegetative scale value of 4.6 was recorded (scale value of 5 is required by year 5). Per the letter from the Ecosystem Enhancement Program (EEP) to NCDOT dated August 25, 2004, the EEP has accepted the transfer of all off-site mitigation projects. The EEP will be responsible for fulfilling the remaining monitoring requirements and future remediation for this project. 18 APPENDIX A GAUGE DATA GRAPHS APPENDIX B PHOTO AND VEGETATION PLOT LOCATIONS, SITE PHOTOS Dare County, North Carolina Mashoes Road Mitigation Site Planting Plan Morsh Area EZZ3 SAWGRASS IIIIIIII BLACK NEEDLERUSH I ---...._ .----- ...- ...-------: ....sinti .esemtemme., ,' '''. assassessee, ,... 0. C wispeuesuor "16 r .....m...- . - Ammoup, ,,- ,," / Tree Area 11 j I V ZONE 1 p \ .....— M ZONE 2 \, ‘., SNOLLV001 HdVd0010Hd 0 csd-Ici) V.I.„ .0.5 .X •_„Ld 0 .), SIO id ONI80.1iNutAi Nuil.V.L.A03A ---- -0, ,,,,,,,,, -.''.".•. -_ ----"" ,-;,, \''','>e'e t'-'4,041.- ,,.,„"/• .e. ..• .,' '• \ — • , r *, cy- , ,1,...(0., .. . 90:••• • • •• --— „ ,, -, _.... . 4.. . • . so ,.....„-- •..4. • .• • .... .• .,.. o.„0,..0 .ii • ,„404"' A .• . • iiii ..- IP'''' • ' • •. • Mow* 1011111 ... -'..--_. • w t •. ..e. ... ,,,e, `tt4;releidienliroft recil. • • illfr 116.....,. .a 4° • „,.-- - ..--''''''''''''.'' ''. MU ,,,1/4,,..... ..,...,. ..-.... SU040 001 1,°id uonci.e6eA pue cno4,,i 311S NOLLVOLLIVI atlai S3OPSVII4 - 1.....___ VNI1Oti1/4;Q. HI bON jA2,4r103 3titia , MASHOES ROAD r +;:ham • + , -: Photo 1 Photo 2 , " ''�" r.� i mF k� ,e. a s: ���"`' p .. '.••-•4N:-)•,-•",',..„4:1:1,1,4-...E-4:4.4,:,•:::::,,,,i,...:,;;;:04,.,,,i.""!,......,.-.4.41 .4Atioo. . , ::',.:.',-1.1,41....•".‘..iitii.,,:•J4.0ficoot.;• +1 h 1i W ; • ,f_ , Photo 3 Photo 4 rA a''; "F '•y y"xq " s*� .r Tn M1 S r de r...”-. :,T fu 3 .n }'# v r s., {ter r i`�4 a dtt �: y ;e -'y t , f b4.i.: � 4 t ° i � $v fig, ',i ?� - 4 tilt*, 4S 0 ,t 1 r �44 R ¢�,+ 1A1�� q 1�} }tii4',-fir'. 5 , .'e�g,�, �`gn e4 #}.. !A`�.. i It 5 'vr"..,it pp 4 ✓,.# 4 " i4'rcio "s ' 4 r .,L ' -,a, un'i J -'1h p+ .;,�i. 3a •a•:<iA ;' S.A Photo 5 Photo 6 2004 • ' • "i• iv • Photo 8 Photo 7 1. • , Photo 9 2004 GROUNDWATER GAUGES Mashoes Road MR-9 40" Groundwater 5 Gauge Malfunction ,r ,,---�, = 4.5 0 4 ► , 4 5 Beginning of 3s�d :.7... growing season 25$days 3.5 L. 3 n1 ► 3 -10 �� _`' _- .�_ ... . _,.._ , w,��,.T._ a .,._ _.._ 2.5 .. •. cp a -15 End of 2 0 r growing season L C. d 0 20 s - 1.5 r 1 -25 . r,- 0.5 -30 . . . .. . . . , , . .. , ., .,,, .. , �i 0 v v v v NY v v v v v NY v NY NY v Nt Nt v v v v v NY v v Nt v I" NY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m 2 C3 a Q) G) ca m m a a ca coo m > > 3 5 , > >' 3 aa) m t 15 ti 0 0 0 7 7 7 IL u- 2 2 2 Q Q 2 2 7 -) ? ? ? Q Q < cn v) O O O Z Z Z N M 0 ,- 0 O O O O C, N M ' Ln p r- RI O O O N M 0 In fD o 0 r' N � N O � N 0 N O a- (NI0 0 --� N O ,- CO r- N O ‘-. N p ‘- N Date Rainfall S21404B MR-9 Required Depth Mashoes Road MR-10 40" Groundwater 5 _- ___ 5 r Gauge Malfunction i ► 4.5 0 Beginning of 4 _5 growing season c 3.5 114 days 99 days d iii c -10 4 0, ---4 0.' 3 c 1 o 2.5 o o = O -15 a $ End of 2 ...0. growing season a d N 13 -20 1.5 f 1 -25 II, 1 0.5 -30 „,.I Ii 1 II If Ikliti �1 IT II��I�III❑IIIIIIIIIh II14III1�lII I�IIIIIIIILIII IM IIIII4I IIIlL FLIT l LII�1 1 I 1 L■■ ,. I - L 111I I I�IIIII�� I��nIII�IIII�InI�II'�II(}��II I i,� iii � 0 �r v �t v v v v v v v v 4 v v v v v v v �r v v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i I i I I I I I I I I I I I I I I I I I i I I I I I I I I I i cco cco cco O) ate) aa) co m m a a m o co > c > > > , m Cl) Cl)cm m ° ° ° 0 0 0 u_ u_ a_ 2 2 2 Q Q 2 2 2 -) -) 7 1 . < < < co u) O O O Z Z Z 0 N Ncj) 0 r- U7 0 00 O 0 O 0 N (N o 1- N p .- N 00 O O O N N M 4 C) N O - N p r N O s- N O N O �-- N 0 - N O r- M - N o AN O , N Date Rainfall S5174A6 MR-10 Required Depth Mashoes Road MR-11 40" Groundwater � r"" I��—� Vnillki 4.5 0 4 -5 1 4 c I 3.5 A 258 daysca 3 E 3 -10 -° 1 N o c - 2.5 a 2 !'' 0 -15 - Beginning of a .2 �� growing season End of 2 t ''''''''',,,,,,,..,,A a growing season a o -201.5 1 1 25 '` II. I ` .I0.5 -30 l ``L �., iu� I 1 lL. 1 _ .1 1 1.1 I_ ii, .L11111 L.. 1� L -1 I I L Y - 'Cr - - - - - v v v v v 1- 1" - v. - . - - - . . - . .. v Cr v .- p o p p p O p p p p p p p p p p p p p p O p p p O O p p p p p 1 I 1 1 1 1 1 1 1 - 1 1 �. -. 1 1 1 c c c ) cv co m a n a a' c' c c c > , > o> v� rn a a ° ° ° o o o as co co a) a� a� m m m � � > > � � Cl) Cl) o 0 0 -) -) -) u_ u. u. 2 2 2 Q Q 2 2 2 -3 -, - -. . Q Q Q cn cn O O O Z Z Z 0 N M M - N 00 O a) O E N M M , to O ,- N OD O O O N A 4Ln CO O N O N 0 N O N O N O N O ,- M ,- N O `-. N O N- N Date MIN Rainfall S316908 MR 11 Required Depth Depth to Groundwater(in.) W N N O CJl O al O CTi O Ul 01-Jan-04 12-Jan-04 an w - 0 cp 23-Jan-04 =.c - 03-Feb-04 CA co 14-Feb-04 0 — �- 25-Feb-04 a 07-Mar-04 ,- ' ` 18-Mar-04 .e 29-Mar-04 Z ' 09-Apr-04 rn 7 20-Apr-04 a M. '`co -- EIP 01-May-04 -- ___ 12-May-04 ".- 23-May-04 _ ♦ __ 03-Jun-04 ® tun W 14-Jun-04 — z. Na 0— m p 25-Jun-04 cc> - G N m "' a X m 06-Jul-04 v i z 0 a. a 7' 17-Jul-04 0 • ----` ' * a. ^. 28-Jul-04 0 73 08-Aug-04 N • 19-Aug-04 ♦ ni m 30-Aug-04 c c 10-Sep-04 o [ m 0 21-Sep-04 V 02-Oct-04 a o 13-Oct-04 m o 24-Oct-04 04-Nov-04 u, m 15-Nov-04 FA 0 a 26-Nov-04 O O -+ N IV W W 4=. -4.. Ul CT CA 01 CT CT Precipitation (in.) Depth to Groundwater(in.) N N O (II O 01 O1 Ul O Ui 01-Jan-04 - x Jar- 12-Jan-04 23-Jan-04 o cQ 03-Feb-04 ='r--- 5 3 A K r �';G7 14 Feb 04 = (D 3 -... / 0)ID o n 0 25-Feb-04 — o y o 07-Mar-04 — 18-Mar-04 f-- ' 29-Mar-041- 09-Apr-04 =6 a) 20 Apr 04 r v 01-May-04 �— ---�-r ' 12-May-04 -m- -� 23-May-04 'jp....` •'' 03Jun04 c N 14-Jun-04 � r 0 CD tvv v 25-Jun-04 Li. O g m 06-Jul-04 N - a O w 17-Jul-04 J- '' ..-- a. 28 Jul 04 _ Immunr08-Aug-04 co 19-Aug-04 30 Aug 04 m 10-Sep-04 POO o. 21-Sep-04 -0 02-Oct-04 13-Oct-04 24-Oct-04 t a n G) 0 04-Nov-04 - cQ = c— o m 15 Nov 04 `� c co 26-Nov-04-® �( o 7 O O — N N Co GJ -P A 01 U1 Vl CT U7 01 Precipitation (in.) Depth to Groundwater(in.) ) N N O U1 O U1 O (T1 O U1 01-Jan-04 - 11-Jan-04 21-Jan-04 W " Irmo' 8 m 31-Jan-04 * (_• "'� �""' 10-Feb 04 �' 20-Feb-04 o cp 01-Mar-04 Illr— S 11-Mar-04 } 21-Mar-04 -Lc-' 31 Mar-04 — c--- ' 10-Apr-04 imp 7 20-Apr-04 v 30-Apr-04 10-May-04 y 20-May-04 30-May-04 , II) w 09-Jun-04 A 0 19-Jun-04 0 (o v 29-Jun-04 0 `D 09-Jul-04 a L 19-Jul-04 - � Q. sit E 29-Jul-04 i— co P3 I08-Aug-04 (r"„ 7cto 18-Aug-04 n m c. 28-Aug-04 m a 07-Sep-04 3 2111, 0 17-Sep-04 Ams- = 27-Sep-04 3 07-Oct-04 (0 w 17-Oct-04 _ * (Q 27-Oct-04 y co =. 06-Nov-04 v o fs 16-Nov-04 o -' C" 26-Nov-04 --- __ O O N N CO (.. A A (J1 (11 ()1 U1 (I1 01 Precipitation (in.) Mashoes Road MR-15 40" Groundwater 5 - ..._..... I 1 4.5 \ \ 11\$ 0 i \II \,/1 -5 ti , Lp \ 11 ,_ I j.11\ �, 3.5 3 10 .1258 days 3 c A H 7 0. o L !�' a (.9 -15 '5 o Beginning of 2 22 r0. growing season End of a. a -20 growing season 1.5 I 1 -25 I0.5 -30 - J '- , 111i - ill 1 Y 1- v v v v v 1' v v 1- v 1- v v v 1- v v 1- 1- 1- 1- 1 1- 1 v v O O O p p O O p 0 0 0 p O p O 0 0 0 p p p O p p O 0 0 0 p p O p p p coo coo as coo a) aa) (o m m m 0- 0- 0- as o as cu 3 n > , m m = Cl)aa) a) Cl)a ° ° ° 0 0 0 7 7 7 7 a_ u_ 2 2 2 2 Q Q Q 2 2 2 -7 Q Q Q w w w O O O Z Z Z — — •- — O O e- . . a- O O O O , N M .-- N O ,- N co 1- N M 0 0 0 0 ,- N O '- N o p a0 o 10 N O O ( I N ('7 O � N O � N O W N Date i I•Rainfall S31 F887 MR-15 Required Depth II Mashoes Road MR-16 40" Groundwater 0 1\A t r � � �� � �: 4,5 vh, w 5 ii \ IVI Al 1 4'1V \\\: Y { c , ' jj7 l - 3.5 d "� Y r 258 days 3 3 -10 c o 2.5 co o N. O 15 a o Beginning of 2 r growing season End of a CI o -20 growing seasar� 1.5 y s'''''.."")J16 i 1 -25 ' I 1i 0.5 f i � ���� �� �,�,���. ��.-i.�. ��� � ����.� �� � �� ������� �.�n nia i�l l�riir��,n2,� �l�i�lo�_1 r..fnn,.�-n � iR 8 d. 8" 8 d' 3 3 8 8 d 8- 8 ct 8 8 8 'ct 8- 4- 8 8- 4- V 8 8 8 8 8 d 8 V 8 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O m cco cca cca aai a°i c co (a CO a a a 0 ca m > > > > 7 7 m m m aa) 0 0 0 0 0 0 7 7 7 7 2 2 2 2 0 0 0 M M M 7 -) 7 . . . 0 0 0 cn cn cn O O O Z Z Z O N co ,— N O ,— N co ,— N co ,- N M O • N O N O N- N 0 06 0 N— N O N O ,- N Date I•Rainfall S31 FA15 MR-16 Required Depth Mashoes Road MR-17 40" Groundwater 4.5 11 0 t I A 1 IV .� 5 : i (\j` \ V 3.5 a r Gauge 209 days 3 c ,03 -10 - 1 1 V Ma function k c 0 2.5 0 L C. 15 0j �. 2 L. t Beginning of End of d o. - growing growing seaso 0 -20 1.5 MI '''' , -'4h4 1 i -25 ` j 0.5 30 1� fi�eii1,, ,miff r� , �mrt �� m�, M R^m i r�A�fM1erm�l�nn, ,ik ,.I �.,. 4 C,, 0 TI uruhumffinnnnuinir 1 - d- d- d- d- d- d- cr d- v -ct d- -ct d- 1- Nt d- rt V v v v - *10 0 0 0 0 0 0 0 09 0 0 0 0 0 09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I c c coo 0 0 a�i ca ca m a - ca ca C > > > , m gm =' 0 0 0 0 0 IL LE u- 2 2 2 Q Q 2 2 2 7 7 7 ,7 7 Q Q Q u) u) O O O Z Z Z o N M M CV 0 O O O O 0 N M 0 p - N 00 O O O N M '�t O — N O � N O � N O N p � N O � N O � (h � N O � N p � N Date Rainfall S317426 MR-17 Required Depth SURFACE WATER GAUGES Mashoes Road MRSG-1 40" Surface Gauge 30 _ ..._... 25 20 c t a) 15 co 810 co 5 0 Ground Elevation -5 - V- V v v 'Cr v v v - v yr v v V- V V' V' V V V' V- V V' V V' V' v scr V- V- ' V V V- V O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O N ccoo cco coo a) a tea) N m co m a a a co co coo j j j 3 ) > j) j m m N m N U U U 0 0 00 0 u 2 2 2 0 0 0 2 2 - —3 -3 7 7 7 0 0 0 Q cn cn co O O O z z z z O ON lf c NN O N c M 0 0NO N O N N NO N O N CO 0 N0 N O O O N N Date —MRSG-1 S210F7C —Ground Elevation (-' ( Surface water depth (in.) �. -� Ni Ni w CJl O 0-1 O CT O U7 O 01-Jan-04 t''''('S ' 10-Jan-04 0 19-Jan-04 0 Q v t 28-Jan-04 m 06-Feb-04 v J 15-Feb-04 Z 0 24-Feb-04 04-Mar-04 13-Mar-04 22-Mar-04 31-Mar-04 09-Apr-04 18-Apr-04 27-Apr-04 06-May-04 E cn cn 15-May-04 to - N 24-May-04 CAg w 02-Jun-04 xi p 11-Jun-04 0 03 m Q. . T 20-Jun-04 3 Ico :; 29-Jun-04 "' 0 G a a L 17-Jul-04 A.) m 26-Jul-04 i m _ ' v 04-Aug-04 13-Aug-04 _.-s- 22-Aug-04 'e_ 31-Aug-04 09-Sep-04 _4 18-Sep-04 27-Sep-04 .i 06-Oct-04 ,r, 15-Oct-04 `_ � 24-Oct-04 --'-�'- 02-Nov-04 .4_ 11-Nov-04 e. } 20-Nov-04 , c . 29-Nov-04 _ �_ Surface water depth (in.) Ni N co Ut O cl O (.J1 O (.n O 01-Jan-04 10-Jan-04 19-Jan-04 G) 28-Jan-04 0 c 06-Feb-04 a m 15-Feb-04 rn 24-Feb-04 co 04-Mar-04 s 13-Mar-04 22-Mar-04 31-Mar-04 09-Apr-04 18-Apr-04 27-Apr-04 M 06-May-04 a) � 15-May-04 c = 9 6 24-May-04 _ !03 N ca w 02-Jun-04 �, X m O cTo p 11-Jun-04 n cu CD CL 41. 0 20-Jun-04 G g 29Jun04 su N G) 08-Jul-04 N c 17-Jul-04 1 w n m 26-Jul-04 FiT 04Aug04 5 13-Aug-04 .� 22-Aug-04 . . 31-Aug-04 09-Sep-04 18-Sep-04 _jr.. 27-Sep-04 i f 06-Oct-04 15-Oct-04 I 24-Oct-04 02-Nov-04 11-Nov-04 20-Nov-04 29-Nov-04 _.i Mashoes Road MRSG-S4 40" Surface Gauge 30 25 20 E w 15 it 10 Liti 41\ istititilitis co ti 44;1 4411t 141111/11NAY 0 Ground Elevatio� -5 v v v - '- 'Cr v 'Cr v v v v v v v v v v v • v v v O O 0 0 0 0 0 0 O O O O 0 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 O O O 0 0 0 0 CCCC 2) > > > c c c c o� a> a) a� a Cl. Cl. > > > > co Co, co co cco ci li ( Q Cl. Q co co co > > 0 - -) —)i > Cl > c m C) CD 0 0 0 0 2 2 < < < < W cn O O O Z Z Z Z O O) C0 (.6 V 4 A N O (6 r N CO r` O 0 N O N O N CO CD 0 V O N N O O O `— CN V A N o0 r• O V N N O 07 O � N O c— N r� 0 � N O N Date 1—MRSG-S4 S31 F9CB Ground Elevation Mashoes Road MRSG-5 40" Surface Gauge 30 -7 25 Z . ' a :4NV _ , 20 n ssIRR 4 as �a �4 '.... _ter a) + lit cc°'i 10 � rr ,, 110,1110 A ra 5 � t 0 Ground Elevation -5 r �r r v v v ' v v v Cr Cr 'Cr Cr Cr v ' v v •ct- v • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l ti c c c c co co m a a a a >, >, > c c c > > > m CM rn a a. 0. 0 > > > CO co ca es a) CI) m m as m > > > -, > > > a) a> a) a) 0 0 0 � -� -� -� Q Q Q Q -, -1 Q Q Q cn cn cn O O O Z Z Z 0 o CO mill e O - N O cam- N O N O O co CO ' co N O 1 N 0 co cn cf)0 N O O O a0 CO U') 4 N O N 0 �- N 0 - N 0 r- N CO 0 •- N 0 e- N Date —MRSG-5 S31 F730 Ground Elevation Mashoes Road MRSG-6 40" Surface Gauge 30 25 20 � 15 cn 5 10)1iiiilivo*U, f 410141041/44141101111 Ground Elevation -5 v v v v v 71- v v v v v v v 7 v v v v v v v v v v v 7t v v O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O C C C C >+ T >, C C C C m 6) m Q a d > > ) CO c° Li.„, �i ii 2 Q Q Q ca ca CO > > > ? -a 2 a) Cl) Cl) 0 0 0 2 2 2 -� < < < w w cn ' O O O Z Z z O O CA ti O Lq 4 4 ' O co c0 i i i i i i N i i O N N O N O N O N O N O N N O N N O N O N M O 1— N Date —MRSG-6 S31F99F —Ground Elevation Mashoes Road MRSG-7 40" Surface Gauge 30 25 20 c L aai 15 4115 a� V1140114 10 ikofrt"ftitAliih kiS4(4111J\4° 16 0 Ground Elevation -5 v v v v v v v v v v v v v v d v .t v v v v v '1 v v v v v d O O O o 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 } as as m m m m aa) m m m a a a a co m CO C 3 > > 3 > > a) a)as aa) aai 0 0 0 > 0 0 5 � � � 2 2 2 � 7 7 Q Q Q to cn cn to O O O Z Z Z O 6 a0 (� to 4 4 4 M •- O 6 a0 ' 4 M N O O ao i i i 1 i O 6 N O �- N O N O 1-* N 0 (O (D O 1- N O N O fD N O N O O `- N O N- CV O � N O � NON-� N M O N- N Date —MRSG-7 S31F7B9 —Ground Elevation Surface water depth (in.) N N () CT O CI1 O U� O (Jt O 01-Jan-04 10-Jan-04 19-Jan-04 0 28 Jan 04 o_ S 06Feb04 m . m 15-Feb-04 o A-- in 24-Feb-04 = 04-Mar-04 14-Mar-04 23-Mar-04 01-Apr-04 10-Apr-04 19-Apr-04 I28-Apr-04 07-May-04 g ai 16-May-04 A co 68 26-May-04 t/) m C co w 04-Jun-04 IA nXI IA 0i 13-Jun-04 ow a� a O) . 22-Jun-04 0 I01-Jul-04 - N 10 Jul 04 G7 0 00 . 19-Jul-04 ime- o_ m 28-Jul-04 cm v 07-Aug-04 o 16-Aug-04 25-Aug-04 ilr - 03-Sep-04 12-Sep-04 21-Sep-04 30-Sep-04 09-Oct-04 19-Oct-04 28-Oct-04 06-Nov-04 di> 15-Nov-04 —�—" 24-Nov-04 ._,� Mashoes Road MR-18 40" Surface Gauge 50 _ 45 s 40 35 - c 30 0. -a 25 a> 3 20 Gauge Malfunction a, D 15 1.. r N 10 1 0 /"Ground Elevation---- -5 - v v v v v v v v v v v v v v 'Cr v v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 90. 0 0 0 0 0 0 0 0 c c c C m m m a a n a > > >. c c c 3 3 0 rn rn a 0. > > > > m co m co a) a) a) ca cu m 7 a) a) 0 0 0 0 0 u_ LL Q Q Q Q -� Q Q Q cn cn O O O z z z Z N O 6 N O 6 N O N 6 00 os N O 0 N M O O N O O N N O O O N Date —MR-18 S31 F766 —Ground Elevation 8rtice water depth (in.) N N.) W Ut O U'7 O (l O (l O 01-Jan-04 A 10-Jan-04 0 19-Jan-04 c 28-Jan-04 m G) 07-Feb-04 v CD 16-Feb-04 0' 25-Feb-04 05-Mar-04 o' 15-Mar-04 24-M a r-04 02-Apr-04 11-Apr-04 21-Apr-04 30-Apr-04 09-May-04 18-May-04 o N (/) 28-May-04 c+ 0 -n 06-Jun-04 C co co 0 15-Jun-04 G- 24-Jun-04 G) 04-Jul-04 a 13-Jul-04 a rn 22-Jul-04 cm 31-Jul-04 10-Aug-04 19-Aug-04 28-Aug-04 06-Sep-04 16-Sep-04 25-Sep-04 04-Oct-04 13-Oct-04 23-Oct-04 01-Nov-04 10-Nov-04 19-Nov-04 29-Nov-04 _-- sTArt rt4 RECEIVED •`° `� MAR 0 5 2004 STATE OF NORTH CAROLINA 401.0FC0Arartinfav DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY LYNDO TIPPETT GOVERNOR SECRETARY March 3, 2004 STATE PROJECT: 8.T051402 34458.4.1 (R-2551WM) COUNTY: Dare DESCRIPTION: Mashoes Road Mitigation Site MEMORANDUM TO: Mike Bryant, Refuge Manager Alligator River National Wildlife Refuge ATTENTION: Kelley Van Druten Wildland/Urban Interface Assistant Alligator River National Wildlife Refuge FROM: Philip S. Harris, III, PE, Manager Office of Natural Environment SUBJECT: Request for Prescribed Burn After review of the proposal and consultation and approval from USACE, DWQ, and CAMA,NCDOT has agreed to allow the USFWS to do a prescribed burn on the Mashoes Road Mitigation Site in Dare County. This burn will follow the attached guidelines submitted by USFWS and will occur only in the described marsh preservation area of the site. No burning activities will be allowed in either the marsh restoration area or the forested wetland area of the site. NCDOT will be contacted when burning activities are set to occur. If you have any questions or concerns, please contact Mr. Byron Moore at 715-1491. Thank you for your assistance. Cc w/attachments: Randy Griffin,Natural Environment Engineer Byron Moore, PE,Natural Environment Engineer Mike Bell, USACE John Hennessy, DWQ Steve Sollod, CAMA MAILING ADDRESS: TELEPHONE: 919-715-1500 LOCATION: NC DEPARTMENT OF TRANSPORTATION FAX: 919-715-1501 PARKER LINCOLN BUILDING PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 2728 CAPITAL BOULEVARD 1598 MAIL SERVICE CENTER WEBSITE: WWW.DOH.DOT.STATE.NC.US RALEIGH NC RALEIGH NC 27699-1598 . Primary Resource Objectives of Unit: 1. Manage the fuel loading in this compartment to reduce the risk of catastrophic wildfires to the community of Mashoes. 2. Maintain and protect the wetland characteristics of this compartment by providing for the protection of soils and hydrology in all management activities. 3. Manage the vegetation communities to maintain large-scale animal and plant diversity. Objectives of Fire: 1. Burn out the available fine fuels so that a fire will not carry across this compartment for one to two years. 2. Control shrub invasion into the marsh plant communities. 3. Reduce the accumulation of down woody fuels. 4. Top-kill the mid-story shrubs under the pond pine overstory with a low to medium intensity burn. Acceptable Range of Results: 1. Top-kill 40-60% of the shrubs in the pond pine pocosin and 9C% of the shrubs in the marsh. 2. Burn 50-70% of the available fine fuels within 4 feet of the ground. 3. Up to 10% pond pine or loblolly pine mortality is acceptable within the pocosin or loblolly hammocks. Up to 100% mortality in pond pines growing in the transitional area between marsh and pocosin or along the margins of the marsh is acceptable. • . 5. " Awe, =��T� : .r t �x x .� . Refuge mob se s Boundary :" Burn Unit ;` - r� -~ 4 ,.*.t` . Boundary �w•f' , p a''.•Y� '� Jt is a',x Line we'll burnL -' " off of to protect ,t' 4 ars i, Canals n ,, 1 a `f fro , mai•anon site -t i� % - prr a ; s^m a eA :4 .n £ " .441 g ,. 4, a Ir„- 4 z ' .' �. .r are ; •1. ', ,r, 1 4.x s „,,,,, , „:„; �,4 a�� �' t .. � M : ;,mot g. '. '''03741471r81-4k*‘'.1 .4 '"*..' '4.itg- ''''''.'*'°''-=,..lte''."''':r-'r:'":!:"':'"•:%s*r*.•''''-_,•"i*''•3';"..VtariH-- .4:611%;*-.: ' ''''t:s 4 ... , . .. t-,-'ktta7.N10;1\iari:Aile". , . ov-4, •� >f ' 3 dj 1xry . ii i. „,. 40.• \ St441•4,4,41"fr.•2:'4%,,)i."4.21‘,v4'a •1'', 41,—.%•47...402,e4:11!4, ;-,,,, t A ,,,,,o,-,*,,° A, „� ,� , Alliga7 tor River National Wildlife Refuge `~ FMU 1.1.4 Boundary LH 9 }t1�, \ Yt /L A j LH, B %Underground • / Cable 1 Public Boat Ramp C;'& Bun Unit Boundary j • CT] �lweeo..wy LH I _.........J D .County Tax office Parcel Mundane, I I LdTd 0 wd-R 4 mery Travefwvy nda Secory Roe? LH ra+a rl y .n.mo« 6\v 4Mr.Mt Or Cqvy' UNITED STATES DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration RECEIVED �aY NATIONAL MARINE FISHERIES SERVICE '� r fl�+res M� Southeast Regional Office MAR 0 4 1999 9721 Executive Center Drive N St. Petersburg, Florida 33702 COASTAL MANAGEMENT February 10, 1999 Colonel Terry R. Youngbluth District Engineer, Wilmington District Department of the Army, Corps of Engineers P. O. Box 1890 Wilmington, North Carolina 28402-1890 Attention Michael F. Bell Dear Colonel Youngbluth: Please reference your February 4, 1999, request to modify Action ID No. 199502334 which authorizes the widening of US 64-264 and the conipletion of a new bridge over Croatan sound near Manteo, Dare County, North Carolina by the North Carolina Department of Transportation (NCDOT). We have reviewed the permit modifications outlined in the January 14, 1999,letter from the applicant and offer the following comments for your consideration. If the Corps of Engineers determines that the problems encountered by the NCDOT at the Mashoes Road Mitigating Site are legitimate,we do not object to the proposed delay in the completion of site preparation and transplanting. We appreciate the opportunity to provide these comments. Sincerely, �An eas Mager, Jr. Assistant Regional Administrator Habitat Conservation Division cc: FWS, ATLA, GA FWS, Raleigh, NC EPA, ATLA, GA NCDENR, Raleigh,NC NCDENR, Morehead City, NC F/SER4 & t10Rfi grMervi O Go AZ�� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DAMES B. HUNT )R. P.O.BOX 25201.RALEIGH.N.C. 27611-5201 E. NORRIS TOLSON GOVERNOR SECRETARY May 5, 1998 Mr. Michael F. Bell Washington Regulatory Field Office RECEIVED US Army Corps of Engineers MAY 0 Post Office Box 1000 8 1998 Washington,NC 27889-1000 COASTAL MANAGEMENT Dear Mr. Bell: SUBJECT: Revised Mashoes Road Mitigation Plan, Improvements to US 64-264 from west of Manns Harbor to south of Manteo in Dare County, COE Action ID. No. 199502334, TIP Number R-2551, State Project Number 8.T051401 In accordance with Condition e. of Individual Permit Number 199502334 for the subject project, attached is a revised mitigation plan for the Mashoes Road site. The revised mitigation plan incorporates comments made by regulatory review agencies and supeirsedes the previously submitted mitigation plan. If you have any questions, please contact Mr. Randy Turner, Division I Environmental Officer, at(252)482-7977. Thank you for your assistance in this manner. Sincerely, keyr\-, Dr. David C. Robinson, P.E. Assistant Branch Manager Environmental Services Attachment 0 cc: Ms. Kay Batey, FHWA Mr. Ricky Green, NCDOT Ms. Cyndi Bell, NCDWQ Mr. J.C. Manning, P.E.,NCDOT Mr. Ted Bisterfield, USEPA Mr. Art McMillan,NCDOT Mr. Michael R. Bryant, ARNWR Mr. Tommy Brite, NCDOT Mr. David Cox,NCWRC Mr. Bill Moore,NCDOT Mr. David Franklin, USACOE Dr. V. Charles Bruton,NCDOT Mr. John Hefner, USFWS Mr. David H. Schiller,NCDOT Ms. Lynn Mathis,NCDCM Mr. M. Randall Turner,NCDOT Mr. John Parker, NCDCM Mr. Ted Devens, P.E., NCDOT Ms. Debra Sawyer, NCDWQ Mr. Abdul Rahmani, NCDOT Mr. Ron Sechler, NMFS Mr. Tom Tarleton,NCDOT Mr. Mike Smith, USACOE Mr. Charlie Brown, P.E., NCDOT Mr. Ken Roeder, Resource Southeast, Inc. Mr. Aydren Flowers, NCDOT Ms. Sara Winslow,NCDMF Mr. Randy Wise, P.E., NCDOT Mr. D.R. Conner, P.E.,NCDOT Alligator River National Wildlife Refuge FMU 1 .1 .4 - i - { 3 1.1.3 1 LH . 6 ye I •,k, Canallb, - \j, O. / \ / 1.1.2 1 / 1.1.4 L 1370 ac / Underground / Cable Boa'Ramp A O,,, Pry? P4, 00. Burn Unit Boundary LH i-f 1 Refuge Boundary f Land O • 1111F-1 Water • ;'; 7 Primary Travelway 8 \Ca al Secondary Road Mitigation Site LH Loblolly Hammock A 1 =2000'