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HomeMy WebLinkAbout20171200 Ver 1_2018 April - Final Prospectus Beaufort 56_20190102A * _ �fi• .- I ��� �7�., - _ - .,ate_ � _.. - ,;,; :f. fl7-��./ 41 SPONSORED BY: SUBMITTED TO: PREPARED BY: Weyerhaeuser NR Company Interagency Review Team Kimley>>> Horn AND �Assetn Management, Prospectus THE MIDDLE NEUSE STREAM AND WETLAND UMBRELLA MITIGATION Middle Neuse (CU# 03020202) Watershed Sponsor: Weyerhaeuser NR Company Attn: Doug Hughes 406 Cole Road Hattiesburg, MS 39402 601-341-6054 Submitted To: Interagency Review Team Representing: U.S. Army Corps of Engineers, Wilmington District U.S. Environmental Protection Agency U.S. Fish and Wildlife Service National Marine Fisheries Service NC Wildlife Resources Commission NC Division of Coastal Management NC Division of Water Quality Prepared By: Kimley-Horn 200 South Tryon Street, Suite 200 Charlotte, NC 28202 704-319-7699 Coggin Asset Management, LLC Attn: Daniel S. Coggin P.O. Box 476 Amory, MS 38821 662-825-0058 April 06, 2018 TABLE OF CONTENTS 1.0 INTRODUCTION.............................................................................................................1 1.1 Project Objectives........................................................................................................................... 3 1.2 Bank Sponsor and Contact Information.........................................................................................4 2.0 BANK ESTABLISHMENT AND OPERATION..................................................................4 2.1 Umbrella Mitigation Banking Instrument.........................................................................................4 2.2 Credit Determination.......................................................................................................................4 2.3 Credit Release Schedule................................................................................................................4 2.4 Initial Allocation of Released Credits.............................................................................................. 5 2.5 Subsequent Credit Releases.......................................................................................................... 6 3.0 GEOGRAPHIC SERVICE AREA AND USE OF CREDITS..............................................6 4.0 WATERSHED CONSIDERATIONS.................................................................................6 4.1 Watershed Environmental Concerns And Mitigation Needs.......................................................... 6 4.1.1 Population Considerations................................................................................................7 The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 4.2 Water Quality Considerations......................................................................................................... 7 4.3 Natural Heritage Program and Conservation Areas....................................................................... 8 4.4 River Basin Restoration Priorities................................................................................................... 9 4.5 The Need for Compensatory Mitigation in the Watershed............................................................. 9 4.6 Weyerhaeuser's Role in the Watershed....................................................................................... 10 4.7 Bank Site Selection...................................................................................................................... 10 5.0 OWNERSHIP, LONG-TERM MANAGEMENT, AND SITE PROTECTION ....................11 5.1 Ownership.................................................................................................................................... 11 5.2 Long-term Management............................................................................................................... 11 5.3 Site Protection.............................................................................................................................. 12 6.0 QUALIFICATIONS OF SPONSOR................................................................................12 7.0 FINANCIAL ASSURANCES..........................................................................................13 8.0 BASELINE CONDITIONS..............................................................................................13 8.1 Mitigation Sites............................................................................................................................. 13 8.2 Reference Sites............................................................................................................................ 14 The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 9.0 RESTORATION PLAN..................................................................................................14 10.0 PROPOSED MITIGATION............................................................................................14 11.0 MONITORING PLAN.....................................................................................................14 12.0 ADAPTIVE MANAGEMENT PLAN................................................................................14 13.0 ASSURANCE OF SUFFICIENT WATER RIGHTS........................................................14 14.0 Beaufort 56 — Clayroot Swamp Tributaries....................................................................16 15.0 Craven 3 — Palmetto Swamp.........................................................................................22 16.0 Craven 1 — Creeping Swamp and Polland Swamp........................................................27 17.0 Craven 12 — Upper — Tributaries to Little Swift Creek....................................................31 18.0 Craven 12 — Lower — Little Swift Creek Site Specific Information...................................35 19.0 Craven 75 — Fisher Swamp...........................................................................................39 20.0 Craven 30 — Tributary to Bachelor Creek.......................................................................44 21.0 Craven 26 — Tributary to Bachelor Creek.......................................................................49 22.0 Thorofare Swamp ..........................................................................................................54 TABLES Table 1 — Proposed Sites for Middle Neuse Stream and Wetland Umbrella Mitigation Bank...... 2 Table 2 — Current Wilmington Corps District Credit Release Schedule ...................................... 5 Table 3 — Population Considerations........................................................................................ --7 Table 4 — Stream Classifications................................................................................................ 8 APPENDICES Appendix A — Photo Pages Appendix B — Geomorphic Cross Sections The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2017 Weyerhaeuser NR Company (the "Bank Sponsor") proposes to establish the Middle Neuse Umbrella Mitigation Bank (the "Bank"), a commercial wetland and stream mitigation bank designed to provide sustainable and ecologically meaningful offsite mitigation for unavoidable losses to non -tidal wetlands and other waters of the United States that result from activities authorized under Sections 401 and 404 of the Clean Water Act and Section 10 of the Rivers and Harbors Act within the Bank's service area. The proposed Bank will be an entrepreneurial freshwater wetland and stream mitigation bank that is solely owned and operated by the Bank Sponsor. All mitigation sites addended to the Bank will be wholly owned by the Bank Sponsor unless otherwise noted. The proposed umbrella structure of the Bank is designed to initially permit eight (8) mitigation sites, and establish the umbrella mitigation banking instrument (UMBI) for future mitigation sites. The first eight (8) sites are Beaufort 56, Craven 1, Craven 3, Craven 12, Craven 75, Craven 30, Craven 26, and Thorofare Swamp (Table 1 and Exhibit 1). These sites are identified as having potential to help meet the compensatory mitigation requirement for stream and freshwater wetland impacts in hydrological unit code (HUC) 03020202 of the Neuse River Basin (Exhibit 2). Site specific information, including preliminary mitigation plans for each mitigation site, is included in this prospectus. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 Grt Jac Exhibit 1 0 40 80 Miles NC )�E i331 Simpson _ o "S ip ° Grimesland D & W hington N 0 Thorofare Swamo N` Swamp p� c;a River Road VBeaufort 56 - C State Fa r B to unts 'Beaufort 56 - A k Craven 3 J Craven 12 - Lower D m er g Craven 26 a, � Trentcn Craven 30 P, �.dN Legend Q Site Boundaries Neuse 02 8 -Digit HUC Weyerhaeuser Properties p olloct.svi IIP 1 Trent aN River Bend Catfish Lake South �,`lill rrY<- Beaufort Edward ,\Swamp Rd Craven 75 raven 12 -raven 12 - Upper Gr I5 r e r Ne River 70 _7\ 0 5 10 Miles Nli1]eme.- Prepared for: Prepared by: Exhibit 1 Overall Site Vicinity Map Weyerhaeuser Kimley>»Horn Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 N Ovin - — - _ Ymount 3 q; ------:arbo Roanoke River National Wildlife YVIII sten Refuge �l &that ■l�ql 111 i� 9=0 J 33'� ��17 11 YVII on 30 X258 , i�4! `2i4. 1, i. 32 22 Green Elle vll _ }s Inpton Ay sten r-. now Hill 43 13 tU2 J i ab O 33 Ems; r' I La Grange Neuse River Watershed aU3 Kins 193020202 • !olive 55J Ut 55 w 30 r N�Bern Legend \ Q Site Boundaries C3Neuse 02 8 -Digit HUC l 41r f Ic As 24 Wild s Sheep Cherry dge Faint ass Pre d By Havelock - atrn Na a.=i F 111 Racosin Wilderness a sonville Mor Cape Carteret 0 10 20 Miles arine Cori Prepared for: Prepared by: Exhibit 2 A We erhaeuser Kimle »#Horn Service Area Map y y Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Proposed Site NarneW Sites for Middle Neuse Stream and Wetland Umbrella Mitigation Bank Stream Conservation 14 -Digit HUCroposed Activity Length (LF) Easement Area (AC) 03020202090070 A-1 3,283 B-4 1,492 03020202090050 Headwater Restoration A-2 395 03020202090050 Headwater Restoration A-3 760 03020202090050 Headwater Restoration A-4 1,914 03020202090050 Priority 1 Restoration B-1 2,552 03020202090050 Headwater Restoration B-2 1,257 03020202090050 Preservation Beaufort 56 114.7 Craven 3 Craven 1 Craven 1 Lower Craven 1e unner 2 B-3 1,852 03020202090070 03020202090050 Enhancement Level 1 B-4 1,492 03020202090050 Preservation B-5 1,449 03020202090050 Priority 1 Restoration C-1 1,732 03020202090040 Headwater Restoration C-2 1,142 03020202090040 Preservation 03020202090040 Headwater Restoration 03020202090055 Priority 1 Restoration C-3 5 887 1 7,016 44.0 6 1,265 1 2,223 114.7 03020202090050 Preservation 2 1,020 03020202090050 Preservation 7 3 1,482 03020202090050 Preservation 4 1,940 03020202090050 Preservation 3 1,150 1 A& 88.6 03020202090070 Preservation Craven 75 Craven 30 Craven 26 Thorofare Swamp Total 1 i 6,283 i 36.7 i 03020202090070 i Preservation 1 1,487 29.9 03020202090070 Enhancement Level 2 2 425 03020202090070 Enhancement Level 2 3 392 03020202090070 Enhancement Level 2 4 438 03020202090070 Preservation 5 887 03020202090070 Preservation 6 1,265 03020202090070 Preservation 1 956 32.9 03020202100010 Headwater Restoration 2 1,693 03020202100010 Headwater Restoration 3 1,150 03020202100010 Headwater Restoration 4 2,641 03020202100010 Priority 1 Restoration 1 1,097 21.8 03020202100010 Headwater Restoration 2 2,766 03020202100010 Priority 1 Restoration 3 654 03020202100010 Enhancement Level 2 4 809 03020202100010 Headwater Restoration 1 1,187 95.3 03020202090030 Headwater Restoration 2 5,954 03020202090030 Priority 1 Restoration 71,293 578.6 The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 1.1 PROJECT OBJECTIVES The primary goal of the Bank will be to provide high quality, successful, and ecologically -significant mitigation for unavoidable impacts to aquatic resources found within the Middle Neuse watershed by creating functionally based bank credits. The Bank Sponsor proposes to achieve this goal by: 1. Employing a watershed approach in the selection of mitigation sites that will take advantage of ecological benefits within the watershed as compared to onsite mitigation options that often prove to be impracticable or of low ecological value. 2. Utilizing scale efficiencies by combining the required mitigation for impacts from smaller individual projects within the designated service areas into larger sites with greater ecological value and a more significant watershed impact, thus achieving ecologic and economic economies of scale. 3. Enabling permittees to efficiently meet regulatory requirements by streamlining the permitting and compensatory mitigation process. This reduces time and cost for not only the permittees but also the regulatory review agencies. 4. Reducing or eliminating temporal loss of resource functions and services since bank credits will be approved prior to permitted impacts. 5. Ensuring a high degree of success through vegetative and hydrological monitoring and long- term management. For the individual mitigation sites, the Bank Sponsor has identified site-specific objectives that will be applied to successfully achieve the primary project goal as stated above. Site-specific objectives will include: 1. Objective 1: Increase Native Vegetative Diversity — Remove commercial loblolly pine (Pinus taeda) plantations and/or other non-native vegetative communities and replant native plant species 2. Objective 2: Improve Water Quality and Flood Storage Capacity — Restore the native plant communities and remove man-made barriers (e.g., culverts, berms, ditches, planting beds, etc.) to restore natural hydrological flow and hydroperiods; 3. Objective 3: Increase Quantity and Quality of Habitat for Wildlife — Restore and enhance the native plant communities and protect the same in perpetuity; 4. Objective 4: Control and/or Eradication of Non -Native Plant Species — Prevent degrading native plant communities; and 5. Objective 5: Restoration of Natural Stream Channel Flow — Restore the appropriate pattern, dimension, and profile in stream channels including removing any impediments to natural hydrological flow. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1.2 BANK SPONSOR AND CONTACT INFORMATION The Bank Sponsor and owner of the mitigation sites is Weyerhaeuser NR Company. The contact information for Weyerhaeuser NR is as follows: Weyerhaeuser NR Attn: Doug Hughes 406 Cole Road Hattiesburg, MS 39402 601-341-6054 2.0 a M 2.1 UMBRELLA MITIGATION BANKING INSTRUMENT The UMBI will provide the guidelines for the Bank's establishment, use, operation, and maintenance and its individual mitigation sites. The UMBI will set the framework by which individual mitigation sites will be addended to the Bank as they are identified. The UMBI also will set the framework by which the U.S. Army Corps of Engineers (Corps), Wilmington District, Interagency Review Team (IRT) will review site-specific mitigation plans and UMBI addenda. In developing an umbrella mitigation bank, it is the Bank Sponsor's intent to eliminate redundancy in administration and focus review resources on technical issues related to the development, implementation, and success of site-specific mitigation plans for each mitigation site addended to the Bank's UMBI. 2.2 CREDIT DETERMINATION Credits that will be generated from the individual mitigation sites shall be based on the Corps' most current mitigation credit determination methodology. Currently, the Corps is utilizing the Wilmington District Stream and Wetland Compensatory Mitigation Update (October 24, 2016)' to quantify mitigation project credit potential. As other methodologies are adopted by the Corps, future mitigation sites addended to the Bank will use these new methodologies where appropriate. 2.3 CREDIT RELEASE SCHEDULE All credit releases will be based on the total number of credits generated as reported in the mitigation plan for each site addended to the Bank's UMBI. The Corps, in consultation with the IRT, will determine if 107:150:8442416432063::NO::P150 DOCUMENT ID:41209 The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 performance standards have been satisfied adequately to meet the requirements of the credit release schedule detailed in the mitigation site's restoration plan. In cases where some performance standards have not been met, credits may still be released depending on the specifics of the case. At the direction of the Corps, in consultation with the IRT, monitoring may be required to be extended, depending on the extent to which the mitigation site fails to meet the specified performance standard. The release of project credits will be subject to the criteria described in Table 2 and discussed in Sections 2.4 and 2.5. Table 2 — Current Wilmington Corps District Credit Release Schedule Cumulative Credits Credit Release Activity Credits Released Released 1 Site Establishment (Includes all required criteria stated below) 15% 15% 2 IRT review and approval of Baseline Monitoring Report and As -Built Survey 15% 30% 3 First year monitoring report demonstrates performance standards are being met 10% 40% 4 Second year monitoring report demonstrates performance standards are being met 10% 50% 5 Third year monitoring report demonstrates performance standards are being met 10% 60% 65% 6 Fourth year monitoring report demonstrates performance standards are being met 5% (75%**) 75% 7 Fifth year monitoring report demonstrates performance standards are being met 10% (85%**) 80% 8 Sixth year monitoring report demonstrates performance standards are being met 5% (95%**) 9 Seventh year monitoring report demonstrates performance standards have been 10% 90% met, and mitigation site has received close-out approval (100%**) "10% reserve of credits to be held back until the bankfull event performance standard has been met. These reserve credits cannot be released prior to completion of year 4 monitoring report. 2.4 INITIAL ALLOCATION OF RELEASED CREDITS The initial allocation of released credits, as specified in the mitigation plan will be released by the Corps, in consultation with the IRT, with written approval of the DE upon satisfactory completion of the following activities: 1. Approval of UMBI by the Corps, in consultation with the IRT; 2. Approval of a final Mitigation Plan for a mitigation site; 3. Confirmation that the mitigation site has been secured; 4. Delivery of executed financial assurances as specified in the mitigation site's Mitigation Plan; 5. Delivery of a copy of the recorded conservation easement as described in the mitigation site's Mitigation Plan, as well as a title opinion covering the property acceptable to the Corps; and 6. Issuance of any Department of Army permits necessary for construction of the mitigation site (if necessary). The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 2.5 SUBSEQUENT CREDIT RELEASES The second credit release for a mitigation site addended to the Bank will occur after the completion of restoration activities outlined in the mitigation site's restoration plan, including submitting the Baseline Monitoring Report and As -built Report for the mitigation site. All subsequent credit releases must be approved by the Corps, in consultation with the IRT, based on a determination that required performance standards have been achieved. As projects approach milestones associated with a credit release, the Sponsor will submit a request for a credit release to the Corps along with documentation substantiating achievement of criteria required for the release to occur. This documentation will be included with the mitigation site's annual monitoring report. Located within the Middle Atlantic Coastal Plain level III ecoregion and the Neuse River Basin, the Bank's geographic service area (the "GSA") is defined by the United States Geological Survey (USGS) 8 -digit HUC within which the Bank's sites are located, the Middle Neuse 01 (HUC #03020202) (Exhibit 2). The Bank's credits are proposed to be used to offset unavoidable, permitted impacts within the Bank's GSA. Use of the Bank's credits outside of its GSA may be permissible with approval by the Corps, which will be considered on a case-by-case basis. 4.1 WATERSHED ENVIRONMENTAL CONCERNS AND MITIGATION NEEDS The Middle Neuse Umbrella Stream and Wetland Mitigation Bank is proposed to provide compensatory mitigation for permitted impacts within the Neuse River Basin (HUC 03020202). This 1,065 square -mile watershed is situated to the southeast of the Raleigh metropolitan area. Goldsboro is located on the western border, New Bern on the eastern border, and Kinston is in the center of the watershed. The watershed also includes Greene, Lenoir, and Craven counties and portions of Wayne, Jones, Beaufort, and Pitt counties. Water quality in the larger Neuse River Basin, which extends from Person County in the north central part of the state to the Neuse River Estuary in New Bern and out to the Pamlico Sound, has been a focus of water quality concerns for nearly three decades. The Middle Neuse watershed is downstream of both Neuse 03020201, which includes Durham and Raleigh, and 03020203, which includes heavily agricultural areas such as Smithfield, Goldsboro, and Farmville. Both sediment from upstream rural areas and nutrients from agricultural land, including row crop and livestock, contribute significantly to water quality degradation in the watershed. Restoration and conservation of aquatic resources and riparian land in the Middle Neuse, provides protection and the potential for significant improvement of water quality within the Neuse River Estuary. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 4.1.1 POPULATION CONSIDERATIONS Of the counties in the Middle Neuse watershed, Pitt County has the largest population at 175,885 (July 2016 estimate; See Table 3.). Wayne County and Craven County are the only other two counties with populations over 100,000. Based on 2016 Census data, the population in Pitt County is growing just below the state's growth rate (4.6 percent as compared to 6.5 percent growth). Other counties are experiencing less growth with declines occurring in Beaufort and Lenoir counties. This watershed would be considered predominantly rural with agriculture and forestry being the predominant land uses in the watershed. Table 3 - Population Considerations (https://www.osbm.nc.gov/democi/county-estimates, accessed October 21, 2017.1 Total Population Population Change JWff__ Components of Change April 2010 July 2016 Natural Net Base County Estimate Numeric Percent Births Deaths Estimate Increase Migration � North 4.2 WATER QUALITY CONSIDERATIONS The North Carolina Division of Water Resources (NCDWR) assigns a primary classification to the state's surface waters according to their use standards and any other applicable protections for drinking water or recreation. In accordance with the Federal Clean Water Act, all waters must meet the standards for Class C, which means that they are fishable and swimmable. Waters not meeting this standard are considered "impaired". Surface waters of unnamed tributaries that are not classified are assigned the classification of their nearest downstream classified water. Table 4 outlines the classification of the streams included in the Bank that are presented in this Prospectus. Each of these is Class C. Class C waters are protected for fishing, wildlife, fish consumption, aquatic life, agriculture, and secondary recreation, which includes boating, wading, and other non -continuous or purposeful contact with water. These waters also have been given an additional classification of Nutrient The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 9,535,688 10,155,942 620,254 6.5 753,025 530,327 222,698 397,556 Carolina Pitt 168,152 175,885 7,733 4.6 13,332 7,778 5,554 2,179 Wayne 122,638 124,808 2,170 1.8 10,606 7,554 3,052 -882 Craven 103,501 103,737 236 0.2 9,726 6,551 3,175 -2,939 Lenoir 59,531 57,587 -1,944 -3.3 4,136 4,556 -420 -1,524 Beaufort 47,779 47,610 -169 -0.4 3,048 3,660 -612 443 Greene 21,362 21,421 59 0.3 1,367 1,205 162 -103 Jones 10,150 10,354 204 2 614 800 -186 390 Totals 533,113 541,402 8,289 1.6% 42,829 32,104 10,725 -2,436 4.2 WATER QUALITY CONSIDERATIONS The North Carolina Division of Water Resources (NCDWR) assigns a primary classification to the state's surface waters according to their use standards and any other applicable protections for drinking water or recreation. In accordance with the Federal Clean Water Act, all waters must meet the standards for Class C, which means that they are fishable and swimmable. Waters not meeting this standard are considered "impaired". Surface waters of unnamed tributaries that are not classified are assigned the classification of their nearest downstream classified water. Table 4 outlines the classification of the streams included in the Bank that are presented in this Prospectus. Each of these is Class C. Class C waters are protected for fishing, wildlife, fish consumption, aquatic life, agriculture, and secondary recreation, which includes boating, wading, and other non -continuous or purposeful contact with water. These waters also have been given an additional classification of Nutrient The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 Sensitive Waters (NSW), indicating a need for nutrient management to protect water quality. Excess nutrients lead to increased microscopic or macroscopic vegetation within the waterway and a depletion of oxygen. The "Sw" classification shown for each indicates "Swamp Waters". These waters generally occur within larger swamp systems and have lower velocities than other streams, which are not similarly located. Waters not meeting their use classification must be reported to the U.S. Environmental Protection Agency (USEPA) biannually. This list is known as the "303(d) Impaired Waterbodies List." Table 4 also includes how each of the proposed stream systems was assessed and reported in 2014 (the most recent final report). Table 4 — Stream Classifications Site Nearest Named Classification 2014 Integrated Waterbody 303(d) Report Beaufort 56-A Pollard Swamp C; Sw; NSW Insufficient Data Beaufort Creeping Swamp C; Sw; NSW Insufficient Data 56-B Beaufort Gorham Swamp C; Sw; NSW Insufficient Data 56-C Craven 1 Creeping Swamp C; Sw; NSW Insufficient Data Craven 3 Palmetto Swamp C; Sw; NSW Supporting Craven 12 Little Swift Creek C; Sw; NSW Insufficient Data Lower Craven 12 Little Swift Creek C; Sw; NSW Insufficient Data Upper Craven 75 Fisher Swamp C; Sw; NSW Supporting Craven 26 Bachelor Creek C; Sw; NSW Supporting Craven 30 Bachelor Creek C; Sw; NSW Supporting Thorofare Thorofare Swamp C; Sw; NSW Supporting Swamp Notes Upstream of Creeping Swamp, which joins Clayroot Swamp (impaired) and is a tributary to Swift Creek (impaired). Joins Clayroot Swamp (impaired) and is a tributary to Swift Creek (impaired). Upstream of Creeping Swamp, which joins Clayroot Swamp (impaired) and is a tributary to Swift Creek (impaired). Joins Clayroot Swamp (impaired) and is a tributary to Swift Creek (impaired). Tributary to Swift Creek (impaired). Tributary to Swift Creek, which enters the Neuse River "3.5 miles upstream of the estuary, which is impaired. Tributary to Swift Creek, which enters the Neuse River "3.5 miles upstream of the estuary, which is impaired. Tributary to Little Swift Creek. Joins the Gut upstream of the Neuse River Estuary (impaired). Joins the Gut upstream of the Neuse River Estuary (impaired). Tributary to Clayroot Swamp 4.3 NATURAL HERITAGE PROGRAM AND CONSERVATION AREAS The North Carolina Natural Heritage Program has identified much of the area to be included in the umbrella bank as high priority for biodiversity and wildlife habitat as well as for conserving working forests. An area along the Neuse River near Turkey Quarter Creek, which is protected by a conservation easement held by the Coastal Land Trust, appears to be the only significant area identified as conservation within the Middle Neuse watershed. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 4.4 RIVER BASIN RESTORATION PRIORITIES The North Carolina Division of Mitigation Services prepares River Basin Restoration Priority documents to support the watershed considerations and functional basis for mitigation as required by the 2008 Federal Compensatory Mitigation Rule. The Middle Neuse watershed was addressed in the 2010 Neuse River Basin Restoration Priorities document prepared by the North Carolina Ecosystem Enhancement Program (EEP) (now the Division of Mitigation Services or DMS). This document provides an assessment of restoration and conservation opportunities to improve and protect water quality within the watershed. In general, the EEP identified opportunities within a 14 -digit watershed, creating "targeted local watersheds." For Neuse 02, the document highlights only the Stoney Creek watershed, which is at the very northwest border and conservation of areas near existing Natural Heritage Areas and other conservation lands. These two goals will not provide water quality improvement or protection of the status quo with future development. The proposed Bank will restore and protect significant aquatic resources in a watershed that, to date, has received limited consideration for conservation purposes. Such consideration is warranted as growth pressures created by the Kinston Bypass, increasing coastal development in areas such as New Bern and Greenville, and with an abundance of aquatic resources and habitat that currently exist and flow directly to the Neuse River. Voluntary conservation of private lands is an important tool to augment the regulatory strategies in place since 1997 to reduce excess nitrogen and phosphorus entering the estuary and meeting the states goal of removing the Neuse estuary from North Carolina's impaired waters list. 4.5 THE NEED FOR COMPENSATORY MITIGATION IN THE WATERSHED As discussed above, maintaining, restoring, and enhancing aquatic resources in the Middle Neuse watershed is essential to the health of the estuary. In the upper parts of the Neuse River basin, compensatory mitigation has been a key addition to the State's Neuse River Rules, which provide development guidance as well as procedures and programs to offset impacts to riparian buffers and reduce nutrient inputs from stormwater runoff. The Upper Neuse basin has 19 private, commercial mitigation banks providing stream, wetland, and riparian buffer mitigation and nutrient offsets. The Middle Neuse basin has only five banks with only two providing wetland credits and three providing buffer and nutrient credits. No commercial stream mitigation banks currently exist in the watershed. While growth and development pressures have been limited in the rural counties comprising the watershed, demographics and land use patterns suggest that may be changing, especially within the City of Kinston at the top of the watershed and the City of New Bern right outside of the southern boundary. The most significant, immediate need for stream mitigation credits is for the North Carolina Department of Transportation's (NCDOT's) planned permitting and construction of the Kinston Bypass. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 4.6 WEYERHAEUSER'S ROLE IN THE WATERSHED Weyerhaeuser NR, the Bank Sponsor, is a wholly owned subsidiary of Weyerhaeuser Company. Weyerhaeuser is the largest private landowner in the United States with a significant amount of land and operations in North Carolina and, more specifically, throughout the Middle Neuse watershed. Exhibit 1 shows Weyerhaeuser's current holdings in the area, which total approximately 13 percent of the watershed or nearly 90,000 acres. Weyerhaeuser Company focuses on three primary businesses, Land Management/Timber Production, Wood Products Manufacturing, and Real Estate Sales and Development. One of the main focuses for the Real Estate Sales and Development business is to continuously review the Company's portfolio determining the best value to the company for any given acre. During this process, Weyerhaeuser focuses on properties that are low returning from a timber production standpoint and schedules these properties for disposition or to see if they have development potential. In either case the land use has a high probability of changing. Currently the property along the Neuse River is under this review. The sites presented in this Prospectus are Weyerhaeuser properties that have been selected for their ecological significance. As discussed herein, the Bank will include significant aquatic resources that will be restored, enhanced, and preserved and range from altered headwater systems in pine production that will be restored hardwood wetland and stream complexes to the preservation of mature swamp systems along navigable waterways within a few miles of the mouth of the Neuse River. But for the development of the Bank, the sites presented here, and future sites that may be included in the Bank, will be subject to the same business considerations as all other Weyerhaeuser properties. 4.7 BANK SITE SELECTION In developing a set of selection criteria to determine the suitability of a mitigation site to provide high quality, successful, and ecologically -significant compensatory mitigation, the Bank Sponsor reviewed information gathered from multiple sources including, but not limited to, the following: • Data from the North Carolina Department of Environmental Quality's (NCDEQ) River Basin Restoration Priority Plans'; • U.S. Army Corps of Engineers studies and reports; • U.S. Fish and Wildlife Service habitat management plans, reports, and other studies; • North Carolina Wildlife Resources Commission's (NCWRC) State Wildlife Action Plana; • Local watershed management plans, initiatives, and/or task forces; and • Local NGO restoration and protection initiatives. 'https://deq.nc. gov/about/divisions/mitigation-services/dms-planning/watershed-planning-documents s http://www.ncwildlife.org/Plan The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 Based in part on the information described above, the Bank Sponsor developed a set of specific selection criteria to be used to select suitable mitigation sites to addend to the Bank. The specific criteria include the following: • Access — Potential sites must have permanent, deeded access. • Proximity to Impacts — Potential sites must be within the 8 -digit HUC in which the impacts are anticipated to occur. • Existing Land Base — Potential sites must be currently owned by the Bank Sponsor. Other sites not currently owned by the Bank Sponsor with high ecological or cultural significance may be considered. • Watershed Impact — Restoring, enhancing, and protecting a potential site must contribute to the overall improvement of the watershed in which it is found • Restoration Potential — Potential sites must have a combination of wetland and stream restoration, enhancement, and/or preservation. Sites with historical alterations, such as silviculture, will generally be given priority for development. • Habitat Connectivity — Potential sites must contribute to creating larger, contiguous conservation properties to help support habitat diversity, quality, and stability. • Sufficient Water Rights/Resources — Potential sites must have sufficient water rights/resources to sustain restored, enhanced, and/or protected wetlands and streams. • Mineral Rights — The Bank Sponsor must own/control the surface mineral rights including gravel, sand, salt, and coal. 5.1 OWNERSHIP Unless otherwise noted in the mitigation plan for each mitigation site, each site addended to the Bank will be owned in fee -simple by the Bank Sponsor. 5.2 LONG-TERM MANAGEMENT The Bank Sponsor will serve as long-term steward (LTS) and will assume the management of the mitigation sites upon their closure. The Bank Sponsor will retain the duties as the LTS for each mitigation site unless the management responsibilities for that site have been assigned or otherwise transferred, in whole or in part, to another third party acceptable to the Corps, whose acceptance shall not be unreasonably withheld and shall be incorporated into the long-term management plan for that site by amendment. The LTS shall implement the long-term management plan to be developed for each individual mitigation site, as well as manage and monitor the individual mitigation sites to preserve their habitat and conservation values and The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 the deed restrictions or conservation easement. The LTS shall not be responsible for managing the individual mitigation sites beyond the financial capacity of financial assurances established to pay for the implementation of the long-term management activities. 5.3 SITE PROTECTION To ensure long-term protection of the mitigation sites to be addended to the Bank, the Bank Sponsor will be responsible for maintaining and protecting the mitigation sites in perpetuity, unless the mitigation sites are to be transferred to a state or federal resource agency, non-profit conservation organization, or this responsibility is contractually conveyed to another person, all of which will be subject to approval by the IRT. The Bank Sponsor plans to utilize the current Wilmington District's Permanent Conservation Easement template' for the perpetual protection of each mitigation site addended to the Bank. The conservation easement will be held by a non-profit conservation organization or state agency located in North Carolina. The conservation easement will outline specifically which activities will be prohibited and which activities such as hunting, fishing, and recreational use are permissible; given the activity cause no negative effect on the functions and values of the restored wetlands and streams. Forest management within a conservation easement can be allowed if this activity is performed to protect the natural environment in areas where natural forces such as fire, flood, storm, insects, or infectious organisms damage the forest. Impacts that adversely affect the function and value of the individual mitigation sites, which are caused by permissible activities, will require permitting and subsequent mitigation if required. Through sustainable forest management, Weyerhaeuser provides products that meet a wide range of human needs while preserving a healthy environment. As the country's largest private landowner with more than 13.2 million acres under ownership and a major purchaser of fiber and products derived from wood, Weyerhaeuser has a responsibility and an economic interest in the long-term viability of forest resources. Weyerhaeuser agrees with a vision that the best way to sustain forest resources globally is through a balance of three approaches: • Protect one category of forests for biological diversity, recreation, and other social and environmental values. • Manage another category intensively to produce as much wood and fiber as possible while protecting the environment. • Manage a third category less intensively to maintain more natural qualities to meet global needs for wood and to sustain local communities. All three categories are represented among the land in Weyerhaeuser's care. Weyerhaeuser manages these lands in compliance with internationally recognized standards of sustainable forestry, and independent 'https://ribits.usace.army.mil/ribits_apex/f?p=107:150:16294646322946::NO::P150 DOCUMENT ID:44143 The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 auditors regularly inspect their management and certify their compliance. What's more, Weyerhaeuser does not operate in native tropical forests, and they do not purchase wood products from forests at risk. Through their holdings in the Southern United States, Weyerhaeuser has developed thirteen (13) wetland and stream mitigation projects that are cost-effective and ecologically significant. Weyerhaeuser works to insure a vibrant, sustainable future—one that holds great promises for our planet, its people, and natural resources. With their long-standing commitment to sustainability, Weyerhaeuser brings unparalleled expertise and knowledge to their wetland mitigation bank needs. Frederick Weyerhaeuser founded the company in 1900 and proclaimed, "This is not for us, nor for our children—but for our grandchildren." That sincerity of purpose lives on today in Weyerhaeuser's commitment to wetland and stream mitigation. The Bank Sponsor will provide financial assurances in a form acceptable to the IRT, sufficient to assure completion of all mitigation work, required reporting and monitoring, and any remedial work that may be required pursuant to the final UMBI. Prior to the first credit release, for the individual mitigation sites proposed here as well as all additional sites permitted under the proposed UMBI, the Bank Sponsor shall furnish a financial assurance instrument covering all reasonably anticipated costs relating to construction, operation, monitoring, maintenance, and any remedial measures associated with mitigation sites. The mitigation plan for each mitigation site shall consist of either a Performance Bond underwritten by a surety company licensed to do business in North Carolina or a casualty insurance policy in an appropriate form to be approved by the Corps in compliance with current Corps policy and guidance documents. The total value of such a bond or policy will be based on reasonably expected costs associated with approved mitigation plans, plus a reasonable contingency, which collectively shall be sufficient to ensure the project will be successfully completed in accordance with applicable performance standards. If bonds are utilized, the initial performance bond shall be replaced following completion of construction and IRT approval of the mitigation site's as -built reports. Once all performance standards have been met, the Bank Sponsor may withdraw monies from or otherwise terminate the financial assurance instrument described in this paragraph. 8.1 MITIGATION SITES Baseline information for each mitigation site addended to the Bank will be contained in each site's mitigation plan and will contain information required in 33 C.F.R. 332.4(c) 5. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 8.2 REFERENCE SITES In addition to the baseline information to be presented by the Bank Sponsor for any proposed mitigation site, the Bank Sponsor also will identify and provide the same information for a reference site that will be used to identify the proposed mitigation site's potential and to assist in the development of appropriate performance standards for the proposed mitigation site. The Bank Sponsor will make every effort to locate the reference site within the same 8 -digit HUC watershed as the mitigation site. Since the reference site will be monitored throughout the life of the proposed mitigation site, it must be in an area that will not be affected by the proposed restoration and/or enhancement activities to be conducted on the mitigation site or future development of adjacent or nearby properties. For each mitigation site addended to the Bank, the Bank Sponsor will submit a site-specific restoration plan that outlines the restoration, enhancement, and/or preservation activities proposed for the mitigation site. For each mitigation site addended to the Bank, the Bank Sponsor will submit a breakdown of the stream and wetland mitigation credits that will be produced for the mitigation site. Credits will be calculated utilizing the Wilmington District Stream and Wetland Compensatory Mitigation Update (October 24, 2016) or the assessment methodology currently being used by the Wilmington Corps. The performance standards and monitoring plan for each mitigation site addended to the Bank will be based on the Wilmington District Stream and Wetland Compensatory Mitigation Update (October 24, 2016). In general, the monitoring program will be implemented for 7 years with an opportunity for an early termination after 5 years if a mitigation site's performance standards have been shown to have been met. An adaptive management plan will be developed for each mitigation site addended to the Bank and will be based on the plan approved in the UMBI. In the event monitoring results indicate a mitigation site is not meeting one or more of its performance standards, remedial actions will be implemented following notification of the UMBI's Corps project manager. In the State of North Carolina, water rights are owned by the State (General Statute 142-211 (N.C. G.S. § 143-211(a)). Developed using the "riparian rights" doctrine, water law in the State of North Carolina entitles a riparian landowner to the natural flow of a stream running through or along his land. The landowner has The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 the right to make "reasonable use" of the watercourse, meaning the landowner may make use of the water, if their use does not interfere with the reasonable use of another downstream riparian landowner. Native waters supplied through surface runoff, overbank flooding events, and groundwater will provide sustaining hydrology to the Bank sites. In development of the Bank sites, potential effects on upstream and downstream waters and properties will be assessed and care will be taken to ensure that mitigation activities will not result in the impoundment of streams or storage of runoff outside of the Bank property. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 14.1 PROJECT DESCRIPTION The Beaufort 56 site includes the restoration, enhancement and preservation of approximately 18,734 linear feet of tributaries to Polland5 Swamp (Reach A — 33.5 acres), Creeping Swamp (Reach B — 65.6 acres), and Gorham Swamp (Reach C — 15.6 acres) and associated riparian buffers that are currently within relatively narrow bands of hardwood forest and riparian buffer within active timber production. The three areas that comprise the site — 56A, 56B, and 56C — include a total of twelve stream reaches. Nonriparian wetlands are also included upstream of 56-B. Each area includes a headwater area transitioning downstream to a named swamp system. The site's extensive stream and wetland complexes will be restored, enhanced, and preserved as a headwater swamp transitioning to a bottomland hardwood riverine wetland and stream system and protected by an approximately 114.7 -acre conservation easement that provides buffers of 100 feet in the headwater areas to 150 feet along each side restoration and preservation reaches. Figure 9 shows the proposed mitigation plan for the site. Upstream of the site, the land use is predominantly timber production with some agriculture. Very little commercial, industrial, or residential development exists currently within the local watershed. This site has a Relative Conservation Value of 6 to 7 within the headwaters of each system down to its named receiving water on the North Carolina Natural Heritage Program's scale of Biodiversity and Wildlife Habitat Assessment (BWHA), which provides a rating scale from 1 (moderate) to 9-10 (maximum value). A BWHA value is indicative of an area's capacity to support ecological functions and sustain biodiversity. In this area, the wetlands along Reach B down to Creeping Swamp and Reach C down to Gorham Swamp are identified as depressional swamp forest with an overall wetland rating of Excellent. 14.2 SITE LOCATION The site is in Beaufort County approximately 23 miles north of New Bern (Figure 1). The site may be accessed from Pollard Road from State Road 102, approximately 3 miles east of U.S. Highway 17. Internal site roads provide additional access. s There is some discrepancy within the base mapping and other resources with regard to the name of this system. The road is "Pollard Swamp Road", but USGS mapping names the system as Polland Swamp. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 N 14.3 LANDOWNERSHIP The site is located on land owned by Weyerhaeuser. Contact information is provided below: Weyerhaeuser NR Attn: Doug Hughes 406 Cole Road Hattiesburg, MS 39402 601-341-6054 14.4 EXISTING CONDITIONS 14.4.1 EXISTING JURISDICTIONAL WATERS Throughout the site, each of the proposed stream reaches and the associated immediate riparian area appear to be jurisdictional waters. Areas of planted pine adjacent to the existing hardwood buffer do not currently have sufficient hydrology to meet jurisdictional wetland criteria. The predominance of hydric soils, including muck soils, on-site indicate that historically this full site was likely jurisdictional wetlands. The USGS topographic map for each site (Figure 2) and National Wetland Inventory (Figure 7) are in accord with this assessment. A wetland delineation will be prepared and included in the mitigation plan so that a jurisdictional determination may be made. Wetlands: The headwater restoration areas each begin in soils that are classified as hydric and support wetland communities. It is anticipated that with the stream restoration and planting of appropriate coastal plain riverine hardwood and herbaceous vegetation that the riparian area along all reaches will be restored to wetland conditions. The depressional hardwood swamp areas along site 56A, Reach 1, and 56B, Reaches 3, 4, and 5 are rated Excellent in the Natural Heritage Program's rating system. Much of the site is classified as drained pine flatwood. During the mitigation plan phase, the areas will be carefully assessed to determine the appropriate wetland community to be established. Vegetation currently present in the areas that are not in current pine plantation include species typically found in pine flats, such as red maple (Acer rubrum) and sweetgum (Liquidambar styraciflua), and shrubs such as horsesugar (Symplocos tinctorial), American holly (Ilex opaca), and swamp bay (Persea palustris). The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 Table 14.A — On -Site Soil, Map Unit Symbol Map Unit Name Downstream end of Reach A-4 476 acres Site 56A 80 acres Downstream end of Reach B-4 IL Downstream end of Reach B-3 Pa Pantego loam 90 To Tomotley fine sandy loam 91 To Tomotley fine sandy loam 91 Ct Croatan muck 90 La Leaf silt loam 90 Le Lenoir silt loam 8 �RaRains Site 56C �=92 fine sandy loam Me Muckalee loam 80 Lo Leon sand 80 Streams: All the site's unnamed tributaries and named swamp systems, including Polland Swamp, Creeping Swamp, and Gorham Swamp are Class C waters with additional designations of nutrient sensitive (NSW) and swamp (Sw). These systems all join in Clayroot Swamp, however, which is listed as impaired and drains to the impaired segment of Swift Creek. The watershed areas associated with the reaches on this site are outlined in the table below. Table 14.13— Contributing Watershed Areas Key a ers a measurementLot; eam atershed Area Upstream end of Reach A-1 182 acres Upstream end of Reach A-2 Upstream end of Reach A-3 45 acres 63 acres Downstream end of Reach A-4 476 acres Upstream end of Reach B-1 80 acres Downstream end of Reach B-4 116 acres Downstream end of Reach B-3 634 acres Upstream end of Reach C-1 233 acres Downstream end of Reach C-2 664 acres V FAJII CQI I I CI14 V I I\CQ I.I I V -J LYJ .1. CJ 14.4.2 EXISTING REACH CONDITIONS Reaches A-1 — A-4, B-1, B2, C-1, and C-3 are incised with limited access to the adjacent floodplain. These systems should be headwater stream systems and shallow Rosgen Type E channels but have been extensively ditched so that they are disconnected from their floodplains and drain the adjacent historic riparian wetlands. These reaches have an NC SAM ratings of Low due to the ditched and incised nature of The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 the channel and the fact that the reaches have little to no access to their adjacent floodplains. Bank -height ratios for these reaches range from 2.5 to 4.0. Photos of some of the primary reaches are included in Appendix A and cross-sections are included in Appendix B. Reach B-3 has an NC SAM rating of Medium and has good access to the floodplain along its right bank, but is disconnected from the floodplain along the left bank by existing spoil piles. Additionally, the channel has been straightened and ditched in the past Reaches B-4 and C-2 are proposed for preservation and have NC SAM ratings of High. This rating is due to the fact that the stream reaches have easy access to their floodplain, lots of in -stream and stream -side habitat, existence of riparian wetlands, and these systems are stable. Reach B-5 is a relic section of channel where flow has been diverted along a roadside ditch system away from the historic valley. This system would have an NC SAM rating of High if the flow was returned to the relic channel and wetland system. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 14.4.3 ENDANGERED/THREATENED SPECIES Table 14.0 includes a full list of state and federally listed species known to occur in Beaufort County. Based on field investigations and current on-site conditions, suitable habitat is not present on-site for the listed native species. Care will be taken during restoration activities to restore the natural habitat that may support protected species. More detailed species surveys and information will be prepared as warranted during preparation of the Mitigation Plan for the site. Table 14.0 - Beaufort County Protected Species (NC Natural Heritage Program, https://www.ncnhp.org/data/species-communit -search, updated August 18, 2017, accessed November 6, 2017.) Federal Status State Status Suitable Habitat Present? Atlantic sturgeon Acipenseroxyrinchus E E Yes Bald eagle Haliaeetus leucocephalus BGPA T Yes American alligator Alligator mississippiensis T (S/A) T No Red -cockaded woodpecker Picoides borealis E E No West Indian manatee Trichechus manatus E E No Carolina gopher frog Rana capito FSC T No Kemp's Ridley sea turtle Lepidochelys kempii E E No Invertebrate Atllantic pigtoe Fisconia masoni FSC E Yes PW Vascular Plants Grassleaf arrowhead Sagittorio weatherbiana E Yes Shadowwitch Ponthievo racemose T Yes Eaton's ladies' tresses Spiranthes eatoni E No Rough -leaf loosestrife Lysimachio asperulifolia E E No Sensitive joint vetch Aeschynomene virginica T T No Snowy Orchid Platanthera nivea T No Gulfcoast spikerush Eleocharis cellulose E No Seabeach knotweed Plygonum glaucum E No 14.4.4 CULTURAL RESOURCES A search of the North Carolina Department of Cultural Resources — State Historic Preservation Office (SHPO) GIS Web Service (http://gis.ncdcr.gov/hpoweb/, accessed November 6, 2017) showed no known significant historic or archeological resources on site or immediately adjacent to the site. While no impacts to such resources if they do occur are anticipated (because the site will be preserved without on-site disturbance), environmental screening for the mitigation plan phase of the project will include coordination with the SHPO. 14.4.5 CONSTRAINTS No constraints to site implementation such as conflicting right of ways or utility corridors are known to exist within the site. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 14.5 CONCEPTUAL MITIGATION PLAN 14.5.1 WETLANDS Riparian wetland credits associated with priority 1 stream restoration and headwater restoration are anticipated for Reaches A-1 — A-4, B-1, B-5, C-1 — C-3. Wetlands restored and enhanced beyond 50' from the center of the valley adjacent to the headwater restoration systems will produce riparian wetland credits. Nonriparian wetland enhancement will be included above the origin of Reach B as shown in Figure 9. Streams: The approximately 114.7 -acre conservation easement and 18,734 linear feet of on-site tributaries will be restored and placed under a conservation easement and the significant aquatic resources protected. A credit ratio of 1:1 is proposed for the Headwater Restoration of Reaches A-1, A-2, A-3, B-1, C-1, and C-3. A credit ratio of 1:1 plus 20% bonus credits for buffers greater than 150' is proposed for Reach A-4 and B-5. A preservation ratio of 10:1 is proposed for Reach B-2 and a preservation ratio of 8:1 is proposed for Reaches B-4 and C-2. A credit ratio of 8:1 is proposed for Reaches B-4 and C-2 due to the fact that they have NC SAM ratings of High. Reach B-2 has an NC SAM rating of Low, but is included as proposed mitigation because it is key to providing a continuous conservation easement from the headwaters down to the bottom of Reach B-5. A credit ratio of 1.5:1 is proposed for the Enhancement Level I of Reach B-3. This proposed mitigation would generate 15,520 stream credits. A credit ratio of 2:1 is proposed for the 27 acres of nonriparian wetland enhancement, which would generate 13.5 nonriparian wetland credits. 14.5.2 NEUSE RIVER RIPARIAN BUFFERS No riparian buffer credits are proposed for this site. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 np"and -wa i 17 17 P awe tto s a 3 .., F 0 r v. �Do a rrack Rd Legend L_ County Boundary Q 2 Miles Conservation Easement 0 1 Prepared For: Prepared By: Beaufort 56 - A Figure 1 A Weyerhaeuser Kimley>Morn Vicinity Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Legend QConservation Easement Weyerhaeuser Properties 0 0 1,000 2,000 Feet Prepared For: Prepared By: Beaufort 56 - A Figure 2 A Weyerhaeuser Kimley»)Horn USGS Topographic Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Legend 0 Conservation Easement 2010 Aerial Feet 0 1,000 2,000 Prepared For Prepared BY. Beaufort 56 - A Figure 3 A Weyerhaeuser Kimley»)Horn Historic Aerials Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 .t Legend 0 Conservation Easement 2010 Aerial Feet 0 1,000 2,000 Prepared For Prepared BY. Beaufort 56 - A Figure 3 A Weyerhaeuser Kimley»)Horn Historic Aerials Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Ra N A A GOA Ct Lo 1 Lo Pa GOA Ly BoB To Lo Q Pa 0 C'3 ' GOA , ,f GOA Pa Lo To Ra GoA La CrA �'..._. GOA Lo a . a Tr 4 Q Le - Legend 0 1,000 2,000 Feet Q Conservation Easement Prepared For: Prepared By. Beaufort ort 56 - A Figure 4 A Weyerhaeuser Kimley»)Horn NRCS Soils Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 1 Map unit symbol BOB GoA La Lo Ly Pa Ra 4 1'i.ia; n I Map unit name Hydric Rating loamy sand, 0 to 4 percent 5 r fine sandy loam, 0 to 2 percent 5 ` Dam 190 go loam 190 fine sandy loam, 0 to 2 percent 92 Ly BoB rGo LCt GoA Legend 0 1,000 2,000 Feet Conservation Easement Prepared For. Prepared By. Beaufort 56 - A Figure 5 A Weyerhaeuser Kimley»)Horn Hydric Soils Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 /F va M W Legend 0 1,000 2,000 Feet Conservation Easement Prepared For. Prepared By. Beaufort 56 - A Figure 5 A Weyerhaeuser Kimley»)Horn Hydric Soils Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 G oo, AII&L . . . . . . . . . . . . . . . .............. N Legend Conservation Easement NWI Wetlands zZI Freshwater Forested/Shrub Wetland 2 0 1,000 10OOFeet USGS NHD Flowline Prepared For: Prepared By. Beaufort 56 - A Figure 7 AWeyerhaeuser Kirnley)))Horn Existing Conditions Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Elevation `SL High : 60 oLow: 30 Legend QConservation Easement Mitigation Approach + Headwater Restoration 0 1,000 2,000 Feet 0*%.o Restoration (Priority 1) Prepared For: Prepared By: Beaufort 56 - A Figure 8 A Weyerhaeuser Kimley> Horn LiDAR Elevations Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 r 11 Reach 2 (395 LF) Restore headwater stream system by filling in existing channel and establishing a 100' buffer to each side of the valley centerline. Existing trees and roots will be supplemetned by tree, shrub and herbaceous plantings to provide a stabilized flow path for the restored system. Reach 3 (760 LF) Restore headwater stream system by filling in existing channel and establishing a 100' buffer to each side of the valley centerline. Existing trees and roots will be supplemetned by tree, shrub and herbaceous plantings to provide a stabilized flow path for the restored system. =;:7 Legend Q Conservation Easement Weyerhaeuser Properties Mitigation Approach " ♦ . Headwater Restoration ON.o Restoration (Priority 1) Prepared For: Prepared By: A Weyerhaeuser Kimley>Morn e Reach 1 (3,283 LF) Restore headwater stream system by filling in existing channel and establishing a 100' buffer to each side of the valley centerline. Existing trees and roots will provide stabilized flow path for restored stream and riparian wetlands. Conservation Easement: 33.5 Acres Reach 4 (1,914 LF) Priority 1 restoration approach. Elevate invert of channel to reconnect with historic floodplain to the extent feasible. Re -meander channel with appropriate dimensions, restore riparian wetlands adjacent to the channel, and install in -stream log cross vanes, toe -wood and other woody debris to help maintain pools/restored profile. Proposed buffer and conservation easement will exend out to150' wide on both sides of the channel. 0 500 1,000 Feet Beaufort 56 - A Figure 9 Proposed Mitigation Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 I I N I � I 1 _ f 17' r Bem �Do a rrack Rd 102 NCN Jy gyp? W a, (� 17 1 1 1 r r ♦ r no-and • t �w paU^e� r17 Legend Q Conservation Easement Q County Boundary �a 0 1 2 Miles Prepared For: Prepared By: Beaufort 56 - B Figure 1 A Weyerhaeuser Kimley»)Horn Vicinity Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 7 0 Legend QConservation Easement Weyerhaeuser Properties 0 1,000 2,000 Feet County Boundary Prepared For: Prepared By: Beaufort ort 56 - B Figure 2 A Weyerhaeuser Kimley»)Horn USGS Topographic Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 F 1977 Aerial Legend Conservation Easement 1993 Aerial Feet 0 2,000 4,000 Prepared For: Prepared By. Beaufort 56 - B Figure 3 A Weyerhaeuser Kimley»)Horn Historic Aerials Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 / Le GOA L Le r e CrB La 1133 GOA r Le Le La C rA IN GOA Pa Ly GOA qtr GoA v N A A i r c ser: rm erpe time. 7:40:12 P Legend 0 1,000 2,000 Feet Q Conservation Easement Prepared For. Prepared By. Beaufort 56 - B Figure 4 A Weyerhaeuser Kimley»)Horn NRCS Soil Survey - Craven County Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 A MY La g La Map ,It name To GoA Ct Legend Le L Conservation Easement 0 1,000 2,000 Feet County Boundary RD Prepared For: Prepared By. Beaufort 56 - B Figure 5 A Weyerhaeuser Kimley»)Horn Hydric Soils Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Total Drainage Area Downstream: 634 Acres Legend QConservation Easement QStream Contributing Watershed 71 County Boundary Mitigation Approach Enhancement 1 Headwater Restoration rN.-o Preservation 0%i Restoration Prepared For: Prepared By: A Weyerhaeuser Kimley»)Horn ■INNOMEr�a.. Reach B4 Drainage Area Downstream: 116 Acres Reach B1 Drainage Area Upstream: 80 Acres 0 moons 0 1,500 3,000 Feet Beaufort 56 - B Figure 6 Watershed Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Reach 5 (1,449 LF) - Restore channel and adjacent wetlands by returning flow to the valley. Flow is currently diverted northwest by the roadside canal. A conservation easement will be put in place along the existing buffer which will average 150' wide along both sides of the valley. Reach 2 (1,257 LF) - Preserve this reach by establishing a 50' wide native riparian buffer along both sides of the channel and placement of a conservation easement over this reach to prevent future distrubance. Conservation Easement: 65.6 Acres W Reach 1 (2,552 LF) - Restore headwater stream system by filling the existing channel and establishing a 50' wide buffer to each side of the valley cneterline. Existing trees and roots will be supplemented by tree, shrub, and hervaceous plantings to provide a stabilized flow path for the restored system. Legend Conservation Easement Weyerhaeuser Properties Proposed Nonriparian Wetland Enhancement Mitigation Approach Enhancement 1 * `•, Headwater Restoration r\.o Preservation 0%i Restoration (Priority 1) Prepared For: A Weyerhaeuser Nonriparian Wetland Enhancement: 27.0 Acres 0 1,000 2,000 Feet 7-773 Prepared By: Beaufort 56 - B Figure 9 Kimley>Morn Proposed Mitigation Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 N °fes ... N "+t 4 (1,492 LF) Preserve existing system acing conservation easement an average 'wide along both sides of the centerline. TRh Reach 3 (1,852 LF) -Enhance this reachby removing portions of the spoil pile/bermlocated along the left edge of the channel, k4Aplacing a conservation easement along an x - average 100' wide buffer along the right bank and establishigng a 50' wide native R _ •,' riparian buffer along the left bank. Also, propose placing pocket wetlands along locations where concentrated flow from adjacent land enters the conservation easement, Reach 5 (1,449 LF) - Restore channel and adjacent wetlands by returning flow to the valley. Flow is currently diverted northwest by the roadside canal. A conservation easement will be put in place along the existing buffer which will average 150' wide along both sides of the valley. Reach 2 (1,257 LF) - Preserve this reach by establishing a 50' wide native riparian buffer along both sides of the channel and placement of a conservation easement over this reach to prevent future distrubance. Conservation Easement: 65.6 Acres W Reach 1 (2,552 LF) - Restore headwater stream system by filling the existing channel and establishing a 50' wide buffer to each side of the valley cneterline. Existing trees and roots will be supplemented by tree, shrub, and hervaceous plantings to provide a stabilized flow path for the restored system. Legend Conservation Easement Weyerhaeuser Properties Proposed Nonriparian Wetland Enhancement Mitigation Approach Enhancement 1 * `•, Headwater Restoration r\.o Preservation 0%i Restoration (Priority 1) Prepared For: A Weyerhaeuser Nonriparian Wetland Enhancement: 27.0 Acres 0 1,000 2,000 Feet 7-773 Prepared By: Beaufort 56 - B Figure 9 Kimley>Morn Proposed Mitigation Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 I I N r n i ,17 Bem Po a s4", crack Rd 1[i21 N�bhiy Jy _ 110? W W7 j.n is ti K' 7 f r r r 1 and g,ra ✓ I cy I wa y A� 17 Legend QConservation Easement Q 2 Miles CountyBoundary 73 0 1 Prepared For: Prepared By: Beaufort ort 56 - C Figure 1 A Weyerhaeuser Kimley>»Horn Vicinity Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 I ---------- A Legend Q Conservation Easement 0 1,000 2,000 Feet Weyerhaeuser Properties 7-73 Prepared For: Prepared By: Beaufort 56 - C Figure 2 A Weyerhaeuser Kimley»)Horn USGS Topographic Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 1958 Aerial _po� Legend CConservation Easement Feet 0 1200 2,400 Prepared For: Prepared By. Beaufort 56 - C Figure 3 A Weyerhaeuser Kimley>Morn Historic Aerials Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 r [W-7 Ra Ly , _ Ly GoA Ra r Ra Le La Me Ba Pa GoA ,i'•' �.. Go A Ah GoA Ly GoA Ly Ly 0 Ra C'. Lo Ra Ly B oB M GoA To Legend 0 1,000 2,000 Feet Q Conservation Easement Prepared For: Prepared By. Beaufort 56 - C Figure 4 A Weyerhaeuser Kimley>»Horn NRCS Soil Survey - Craven County Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 ,. � Oa°�✓iaPyira'Ea e,.. 14� nn 5 / `r//iA' ; Legend QConservation Easement NWI Wetlands /// Freshwater Forested/Shrub Wetland USGS NHD Flowline Prepared For: Prepared By* A Weyerhaeuser Kimiev»)Horn 4 f , 7 4 4 • b y1 0 0 1,000 2,000 Feet Beaufort 56 - C Figure 7 Existing Conditions Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 — w A .1a e a ,. � Oa°�✓iaPyira'Ea e,.. 14� nn 5 / `r//iA' ; Legend QConservation Easement NWI Wetlands /// Freshwater Forested/Shrub Wetland USGS NHD Flowline Prepared For: Prepared By* A Weyerhaeuser Kimiev»)Horn 4 f , 7 4 4 • b y1 0 0 1,000 2,000 Feet Beaufort 56 - C Figure 7 Existing Conditions Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 IWF Reach 2 (1,142 LF) - Preserve existing system by placing conservation easement an average of 100' wide along both sides of the channel Conservation easement: 15.6 Acres N 'I ro i Reach 1 (1,732 LF) - Restore headwater system by filling the existing ditched channel, establishing a 100' buffer to each side of the valley centerline. Existing trees and roots will — , be supplemented with tree, shrub and herbaceous plantings to provide a stable flowpath for the A restored system. g .. —;,z Reach 3 (906 LF) - Restore headwater system by filling the existing ditched channel, establishing a 100' buffer to each side of the valley centerline. Existing trees and roots will be supplemented with tree, shrub and herbaceous plantings to provide a stable flowpath for the restored system. Legend Conservation Easement Weyerhaeuser Properties Mitigation Approach Headwater Restoration 0 1,000 2,000 Feet v Preservation Prepared For: Prepared By. Beaufort 56 - C Figure 9 A Weyerhaeuser Kimley>Morn Proposed Mitigation Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 15.1 PROJECT DESCRIPTION The Craven 3 site includes approximately 7,016 linear feet of stream restoration of an unnamed tributary to Palmetto Swamp. The stream site will be protected by a 44 -acre conservation easement that provides a 150 -foot buffer along the unnamed tributary and along the reach of Palmetto Swamp. Figure 9 shows the proposed mitigation plan for the site. Upstream of the site, the land use is predominantly agriculture, including row crops, animal production, and timber production. Very little commercial, industrial, or residential development exists currently. The proposed stream restoration is currently within an area of managed timber with a limited riparian buffer. This stream has historically been manipulated for timber production. This site has a Relative Conservation Value of 6 in the stream restoration area and an RCV of 7 along the confluence area with Palmetto Swamp on the North Carolina Natural Heritage Program's scale of Biodiversity and Wildlife Habitat Assessment (BWHA), which provides a rating scale from 1 (moderate) to 9-10 (maximum value). A BWHA value is indicative of an area's capacity to support ecological functions and sustain biodiversity. In this area, the wetlands along Palmetto Swamp and up to the site's northern boundary have been identified as a Depressional Swamp Forest (Riverine) with an overall wetland rating of Substantial. 15.2 SITE LOCATION The site is in both Craven County and Beaufort County, approximately 5 1/2 miles north northeast of Vanceboro and 18 miles north of New Bern (Figure 1). The site is east of Highway 17 and is accessed from CC Road just west of its intersection with Haw Branch Road (Figure 2). 15.3 LANDOWNERSHIP The site is located on land owned by Weyerhaeuser. Contact information is provided below: Weyerhaeuser NR Attn: Doug Hughes 406 Cole Road Hattiesburg, MS 39402 601-341-6054 15.4 EXISTING CONDITIONS 15.4.1 EXISTING JURISDICTIONAL WATERS The area adjacent to the unnamed tributary proposed for stream restoration appears to have been manipulated such that jurisdictional wetland characteristics are no longer present. The stream channel is likely jurisdictional. The proposed preservation area along Palmetto Swamp is likely jurisdictional wetlands The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 and stream. A wetland delineation will be prepared and included in the mitigation plan so that a jurisdictional determination may be made. Wetlands: The site is underlain predominantly by hydric soils (Figures 4 and 5; Table 15.A), which are characteristic of coastal plain riverine hardwood swamps. The Palmetto Swamp area is dominated by hardwood tree species such as bald cypress (Taxodium distichum, black gum (Nyssa biflora), and water tupelo (Nyssa aquatic). A significant sapling strata of hardwood species is present. The herbaceous layer, where present, is dominated by giant cane (Arundinaria gigantea). Table 15.A — On -Site Soils Ba Pa Streams: Map Unit Name Bayboro loam Pantego loam MM Masontown mucky fine sandy loam and Muckalee sandy loam Hydric Rating 90 90 70 The unnamed tributaries to Palmetto Swamp carry the same water quality classification as Palmetto Swamp, which is a Class C water with additional designations of nutrient sensitive (NSW) and swamp (Sw). Palmetto Swamp is a tributary to Swift Creek. Reach 1 is a headwater stream and Reach 2 is a second order stream. Table 15.13— Contributing Watershed Areas Upstream Watershed Area Upstream 418 acres Downstream 2,572 acres 15.4.2 EXISTING REACH CONDITIONS Reach 1 has been channelized, has little to no buffer, and is incised. The reach also has an NC SAM rating of Low. This rating is primarily due to the system having no buffer, a lack of in -stream habitat, a lack of stream -side habitat, and lack of access to the adjacent floodplain due to the past ditching of the stream channel. The existing system classifies as an incised E6 stream channel. Appendix A includes a photo of the existing channel. Reach 2 is a stream -wetland system in which the channel has access to its floodplain and riparian wetlands during frequent storm events. This system has an NC SAM rating of High due to its stable condition, access to floodplain and riparian wetlands, in -stream and stream -side habitat, and stable condition. 15.4.3 ENDANGERED/THREATENED SPECIES Craven and Beaufort counties have a rich diversity of plant and animal life. Because the Site is proposed for preservation, any protected species that occur on site will not be negatively impacted. Table 15.0 includes a full list of state and federally listed species known to occur in Craven County and a preliminary The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 determination of whether suitable habitat may exist on site for each species. More detailed species surveys and information will be prepared as warranted during preparation of the Mitigation Plan for the site. Table 15.0 — Craven and Beaufort Counties Protected Species (NC Natural Heritage Program, https://www.ncnhp.org/data/species-community-search, updated August 18, 2017, accessed November 6, 2017.) Listed in County Common Name Scientific Name Craven Beaufort Federal State Suitable Habitat Status Status Present? Vertebrates Atlantic sturgeon Acipenser Y Y E E Yes oxvrinchus Bald eagle Haliaeetus Y Y T Yes _ leucocepholus American alligator Alligator Y Y T (S/A) T No mississippiensis West Indian manatee Trichechus manatus Y Y E No Carolina gopher frog Rana capita N Y FSC T No Kemp's Ridley sea turtle Lepidochelys kempii N Y E No Bridle shiner Notropis bifrenatus Y N FSC E Yes Eastern diamondback Crotalus rattle snake adomonteus Y N FSC E Leatherback sea turtle Dermochelys Y N E E No coriacea —WRed knot Calidris canutus rufa Y N T Invertebrate Atllantic pigtoe Fisconia masoni N Y FSC E Yes Eastern lampmussell Lompsilis radiata Y N T Yes Roanoke slabshell Elliptio roonokensis Y N FSC T Yes Vascular Plants Grassleaf arrowhead Sagittaria Y Y E Yes weatherbiana Shadowwitch Ponthieva racemosa Y Y T Yes Eaton's ladies' tresses FSpiranthes ea 11110 Y E No Rough -leaf loosestrife Lysimachia Y Y E E No asperulifolia Sensitive joint vetch Aeschynomene Y Y T T No virginica Snowy Orchid Platanthera nivea Y Y T No Gulfcoast spikerush Eleocharis cellulosa N Y E No Seabeach knotweed Plygonum glaucum N Y E No Dwarf bladderwort Utricularia olivacea Y N T Yes Raven's seedbox Ludwigia ravenii Y N FSC T Yes American speedwell Veronica americana Y N T Potential Drooping bulrush Scirpus lineatus Y N T Potential Bog bluestem Andropogon mohrii Y N T No Branched gerardia Agalinis virgata Y N T No Carolina spleenwort Asplenium Y N FSC E No heteroresiliens The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 Chapman's redtop Tridens chapmanii Y N T No Coastal goldenrod Solidago villosicarpa Y N FSC E No Estuary pipewort Eriocaulon parkeri Y N T No Globe -fruit seedbox Ludwigia Y N E No sphaerocarpa Godfrey's sandwort Minuartia godfreyi Y N FSC E No Loose Watermilfoil Myriophyllum laxum Y N E No Mudbank crown grass Pospalum dissectum Y N E No Tennessee bladder -fern Cystopteris Y N E No tennesseensis 15.4.4 CULTURAL RESOURCES A search of the North Carolina Department of Cultural Resources — State Historic Preservation Office (SHPO) GIS Web Service (httl2://ciis.ncdcr.ciov/hpoweb/, accessed November 6, 2017) showed no known significant historic or archeological resources on site or immediately adjacent to the site. No impacts to such resources if they do occur are anticipated within the proposed preservation reach (because Reach 2 will be preserved without on-site disturbance). Because restoration of Reach 1 will include land disturbance during construction, environmental screening for the mitigation plan phase of the project will include coordination with the SHPO. 15.4.5 CONSTRAINTS No constraints to site implementation such as conflicting right of ways or utility corridors are known to exist within the site. 15.5 CONCEPTUAL MITIGATION PLAN 15.5.1 WETLANDS Priority 1 restoration of Reach 1 will re -connect the channel with its historic floodplain and will likely result in enhancement or restoration of some of the adjacent riparian wetlands. At this stage, it is not possible to accurately predict the area of wetland mitigation that will be included with restoration of this system, but a small amount of wetland credits is anticipated. 15.5.2 STREAMS The approximately 44 -acre riparian area and 7,016 linear feet of the unnamed tributary and Palmetto Swamp will be placed under a conservation easement and the resources protected. A priority 1 restoration approach is proposed for Reach 1. The upstream contributing drainage area is 418 acres which shows that the channel should have sufficient drainage area to qualify for priority 1 restoration as opposed to a headwater restoration approach. Proposed restoration activities will include raising the channel invert to re -connect it with its historic valley/floodplain, providing appropriate dimension, pattern and profile for the re-established channel, and enhancement of historic riparian wetlands adjacent to the restored channel. A buffer width of 100 feet on both sides of the channel is proposed for this system. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 Reach 2 mitigation will consist of preservation of the existing system that is directly downstream of Reach Proposed credit ratios for the priority 1 restoration of Reach 1 is 1:1 with a 20% bonus for the extra wide buffers of 150' on both sides of the channelThis would result 8,419 stream credits. 15.5.3 NEUSE RIVER RIPARIAN BUFFERS No riparian buffer credits are proposed for this site. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 de Is Sem --I 17 N, y'�ibw vy 70 ?w 17 l �Do s s4� rrack Rd pe "91to \ 0 Legend Q Conservation Easement 0 1 2 Miles Q County Boundary Prepared For: Prepared By: Craven 3 Figure 1 A Weyerhaeuser Kimley»)Horn Vicinity Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 IIJ Legend Q Conservation Easement Weyerhaeuser Properties County Boundary7-773 0 0 1,000 2,000 Feet Prepared For: Prepared By: Craven 3 Figure 2 A Weyerhaeuser Kimley)))Horn USGS Topographic Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 1977 Aerial Legend Conservation Easement R 1993 Aerial r, 2010 Aerial Feet 0 1,500 3,000 Prepared For: Prepared By. Craven 3 Figure 3 A Weyerhaeuser Kimley»)Horn Historic Aerials Middle Stream and Wetland Neuse Umbrella Mitigation Bank 4/5/2018 ' Lir Cry N rB A Ly Ba r Le a La Ra � �t La Le .rB Le ' Le ( --, La La L Le I J CrQ Le 4., )Pa Ba B MV R Pa A Le „ Le a LY R o ' ; Lv L� GoA R io '� _ P� Le irk 11 - •. � rf` - Legend Conservation Easement ! R L ,r ,, 0 1,000 2,000 Feet County Boundary Ff +... _ Prepared For: Prepared By: Craven 3 Figure 4 A Weyerhaeuser KimlepMorn NRCS Soil Survey - Craven, Beaufort Counties Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/6/2018 Map unit Map unit name mbol Ly Ba Bayboro loam Las CrA Craven fine sandy loam, 0 to 1 percent slopesCrB Craven fine sandy loam, 1 to 4 percent slopesCt jHydrics Croatan muck La GoA Goldsboro fine sandy loam, 0 to 2 percent slopes La Leaf silt loam 90 Le Lenoir loam 8 Ly Lynchburg fine sandy loam 7 Me Muckalee loam, frequently flooded 80 Pa Pantego loam 90 Ra Rains fine sandy loam, 0 to 2 percent slopes, 92 Atlantic Coast Flatwoods- MIA Masontown mucky fine sandy loam and 70 Muc 'alesand loam fre2uently flooded Ra Ly rB Le _ Le CrB ' La • Me Le Ba CrB La N La Le Pa Ba CrB Le La Legend Conservation Easement Ra tmichae Lkneppe ime 31143 PM M :. 4�.. ♦ tsfi County Boundary 0 1,000 2,000 Feet Prepared For. Prepared By. Craven 3 Figure 5 A Weyerhaeuser Kimley>»Horn Hydric Soils Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Ly Las La Le Pa Ba CrB Le La Legend Conservation Easement Ra tmichae Lkneppe ime 31143 PM M :. 4�.. ♦ tsfi County Boundary 0 1,000 2,000 Feet Prepared For. Prepared By. Craven 3 Figure 5 A Weyerhaeuser Kimley>»Horn Hydric Soils Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 DI Legend Q Conservation Easement NWI Wetlands = Freshwater Emergent Wetland Freshwater Forested/Shrub Wetland - USGS NHD Flowline 0 1,000 2,000 Feet Prepared For: Prepared By. Craven 3 Figure 7 A Weyerhaeuser Kimley%>>HOrn Existing Conditions Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Legend I QConservation Easement.. Weyerhaeuser Properties Mitigation Approach 0 1,000 2,000 Feet �i Restoration (Priority 1) Prepared For: Prepared By: Craven 3 Figure 9 A Weyerhaeuser Kimlep Horn Proposed Mitigation Plan Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 15.6 PROJECT DESCRIPTION The Craven 1 site includes the preservation of approximately 2,223 linear feet of stream channel within Creeping Swamp (Reach 1) and preservation of approximately 4,442 linear feet of stream channel within Polland Swamp (Reaches 2-4). The site will be protected by approximately 179.1 acres of conservation easement that encompasses the bottomland swamp system surrounding the stream channel. Figure 9 shows the proposed mitigation plan for the site. Upstream of the site, the land use is predominantly agriculture, including row crop and animal production, and timber production as well as a connected riverine swamp system. The proposed Beaufort 56 mitigation site is located upstream as well. Very little commercial, industrial, or residential development exists currently. This site has a Relative Conservation Value of 6 in the stream preservation area on the North Carolina Natural Heritage Program's scale of Biodiversity and Wildlife Habitat Assessment (BWHA), which provides a rating scale from 1 (moderate) to 9-10 (maximum value). A BWHA value is indicative of an area's capacity to support ecological functions and sustain biodiversity. In this area, the wetlands along Palmetto Swamp and up to the site's northern boundary have been identified as riverine swamp with an overall wetland rating of Substantial. 15.7 SITE LOCATION The site is in Craven County, close to the borders of Beaufort County and Pitt County, approximately 8 miles southwest of Chocowinity and 23 miles north of New Bern (Figure 1). The site is off Pollard Road south of Highway 102 (Figure 2). 15.8 LANDOWNERSHIP Weyerhaeuser owns the entire proposed site. Contact information is provided below: Weyerhaeuser NR Attn: Doug Hughes 406 Cole Road Hattiesburg, MS 39402 601-341-6054 The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 15.9 EXISTING CONDITIONS 15.9.1 EXISTING JURISDICTIONAL WATERS All the land and water within the conservation easement would likely be considered jurisdictional waters. The USGS topographic map (Figure 2) and National Wetland Inventory (Figure 7) are in accord with this assessment. A wetland delineation will be prepared and included in the mitigation plan so that a jurisdictional determination may be made. Wetlands: The site is underlain predominantly by hydric soils (Figures 4 and 5; Table 16.A), which are characteristic of coastal plain riverine hardwood swamps. The swamp areas are dominated by hardwood tree species such as bald cypress (Taxodium distichum, black gum (Nyssa bifiora), and water tupelo (Nyssa aquatic). A significant sapling strata of hardwood species is present. The herbaceous layer, where present, is dominated by giant cane (Arundinaria gigantea). Table 16.A - On -Site Soils Map Unit Symbol Map Unit Name Hydric Rating MM Masontown mucky fine sandy loam and Muckalee sandy loam 70 By Byars loam 90 Ro Roanoke fine sandy loam 90 LoA Lenoir loam, 0 to 1 percent slopes 8 La Leaf silt loam 90 Streams: Creeping Swamp and Polland Swamp are Class C waters with additional designations of nutrient sensitive (NSW) and swamp (Sw). These reaches are supporting their use classification. Polland Swamp is a tributary to Creeping Swamp. Creeping Swamp is a tributary to Clayroot Swamp, which is included on the North Carolina 303(d) list of impaired waters. Clayroot a tributary to Swift Creek, which is also listed as impaired. The downstream drainage area to Reach 1 is 8,978 acres and the downstream drainage area to Reach 2 is 2,857 acres. Both systems are second order stream channels. 15.9.2 EXISTING REACH CONDITIONS Reaches 1-4 have NC SAM ratings of High. This high ranking is primarily due to the undisturbed and stable condition of the channel, the extensive buffer adjacent to the channel, existence of undisturbed riparian wetlands, in -stream and stream -side habitat and the existence of aquatic life. Photos of this site are included in the Appendix A. Reaches 1-4 are low gradient stream -wetland systems that have multiple flow paths. Some sections of these reaches classify as E5 while others classify as D5. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 15.9.3 ENDANGERED/THREATENED SPECIES Craven and Beaufort counties have a rich diversity of plant and animal life. Because the Site is proposed for preservation, any protected species that occur on site will not be negatively impacted. Table 16.13 includes a full list of state and federally listed species known to occur in Craven County and a preliminary determination of whether suitable habitat may exist on site for each species. More detailed species surveys and information will be prepared as warranted during preparation of the Mitigation Plan for the site. Table 16.13 - Craven County Protected Species (NC Natural Heritage Program, https://www.ncnhp.org/data/species-communi Common Nam Scientific...... P Vertebrates Atlantic sturgeon Bald eagle �ridle shiner Eastern diamondback rattle snake American alligator Leatherback sea turtle Red knot Red -cockaded woodpecker West Indian manatee Invertebrate Eastern lampmussell Roanoke slabshell Vascular Plants Dwarf bladderwort Grassleaf arrowhead Raven's seedbox Shadowwitch American speedwell Drooping bulrush Bog bluestem Branched gerardia Carolina spleenwort Chapman's redtop Coastal goldenrod Eaton's ladies' tresses Estuary pipewort Globe -fruit seedbox Godfrey's sandwort ILoose Watermilfoil Mudbank crown grass located August 18, 2017, accessed November 6, 2017.) Status State Status Suitable Habitat Present? Acipenser oxyrinchus Haliaeetus leucocephalus Notropis bifrenatus Crotalus adamanteus E BGPA FSC FSC E T E E IIMPotentia Yes Yes Yes Alligator mississippiensis T (S/A) T No Dermochelys coriacea E E No Calidris canutus rufa T No Picoides borealis E E No Trichechus manatus E E No Lampsilis radiata Elliptio roanokensis FSC Utricularia olivacea Sagittaria weatherbiano Ludwigia ravenii Ponthieva racemosa Veronica americana Scirpus lineatus Andropogon mohrii Agalinis virgata Asplenium heteroresiliens Tridens chopmanii Solidago villosicarpa Spiranthes eatoni Eriocaulon parkeri Ludwigia sphaerocarpa Minuartia godfreyi Myriophyllum laxum Paspalum dissectum FSC FSC FSC FSC T T T E T T T T T T E T E E T E E E E Yes Yes Yes Yes Yes Yes Potential Potential No No No No No No No No No �Z TO, The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 Rough -leaf loosestrife Lysimachia asperulifolia E E No Sensitive joint vetch Aeschynomene virginica T T No Snowy Orchid Platanthera nivea T No Tennessee bladder -fern Cystopteris tennesseensis E No 15.9.4 CULTURAL RESOURCES A search of the North Carolina Department of Cultural Resources —State Historic Preservation Office (SHPO) GIS Web Service (http://ciis.ncdcr.gov/hpoweb/, accessed November 6, 2017) showed no known significant historic or archeological resources on site or immediately adjacent to the site. While no impacts to such resources if they do occur are anticipated (because the site will be preserved without on-site disturbance), environmental screening for the mitigation plan phase of the project will include coordination with the SHPO. 15.9.5 CONSTRAINTS No constraints to site implementation such as conflicting right of ways or utility corridors are known to exist within the site. 15.10 CONCEPTUAL MITIGATION PLAN 15.10.1 WETLANDS No wetland credits are proposed for this site. 15.10.2 STREAMS The approximately 179.1 -acre riparian area and 6,665 linear feet of Creeping Swamp and Polland Swamp will be placed under a conservation easement and the resources protected. Based on considerations of the width of the protected buffer presented. The high quality of the riparian wetlands, and the site's location in proximity to impaired waters a mitigation credit ratio of 5:1 is proposed for this site. This would generate 1,333 stream credits. 15.10.3 NEUSE RIVER RIPARIAN BUFFERS No riparian buffer credits are proposed for this site. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 I I N r n i 17 Ber„ Po a s4� rrack Rd to21 N�bhiy OP _ 110? W 7 f r r r I P I ay v� eto ar"F pa.m S H' 17 Legend Q Conservation Easement QcountyBoundary a= 0 1 2 Craven Prepared For: Prepared By: Craven 1 Figure 1 A Weyerhaeuser Kimley>»Horn Vicinity Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 0 < f�i i,ll r O Legend Conservation Easement Weyerhaeuser Properties 0 1,500 3,000 Feet County Boundary Prepared For: Prepared By: Craven 1 Figure 2 A Weyerhaeuser Kimley»)Horn USGS Topographic Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 1958 Aerial Legend CConservation Easement 2010 Aerial Feet 0 2,500 5,000 Prepared For: Prepared By. Craven 1 Figure 3 A Weyerhaeuser Kimley>»Horn Historic Aerials Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 AyA Cr6 By L e \ <0,4 "`111 Ro / �• a Le a► I • 1 ; . T 1 La r LoA ,f La G By R O ,ti tt LeFO Le Le Crs 4 �J V LY 7GOA r _ rL Le Ro JLegend Q Conservation Easement Prepared For: A Weyerhaeuser l IL Prepared By: Kimley>»Horn C ; r FJ Tn Le La To -,Fr I D2 PM 0 1,500 3,000 Feet A Craven 1 Figure 4 NRCS Soil Survey - Craven, Pitt County Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Map unit s mbol • Map unit name Hydric patio N CrB Craven fine sandy loam, 1 to 4 percent slopes 6 �t Ct Croatan muck 90 GOA Goldsboro fine sandy loam, 0 to 2 percent 5 MiltLa Leaf silt loam 90 Ly Lynchburg fine sandy loam 7 Y Rains fine sandy loam, 0 to 2 percent slopes,Ra 92 Atlantic Coast Flatwoods 91 90 IM, lD To Tomotley fine sandy loam Tr Torhunta sandy loam AuB Autryville loamy sand, 0 to 6 percent slopes 2 Le Lenoir silt loam 8 MM Masontown mucky fine sandy loam and Muckalee sand loam fre uentl Flooded 70 NoA Norfolk loamy fine sand, 0 to 2 percent slopes 0 �!►� R. IRoanoke fine sandy loam 90 AyA Aycock fine sandy loam, 0 to 1 percent slopes 0 By Byars loam 90 A1'1 LoA I Lenoir loam, 0 to 1w percent slopes 8 a W am \Ar/r MD 0 W1Y/ aft an 1112 ka M3 w W Yiy rr11� WS �i111 ma MA M V9 I..l's am {1m ipn.` �i111 lb Legend 0 1,500 3,000 Feet QConservation Easement Prepared For: Prepared By: Craven 1 Figure 5 A Weyerhaeuser Kimley»)Horn Hydric Soils Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 -4-j-. Reach 1 Drainage Area Downstream: 8,978 Acres Legend Conservation Easement QStream Contributing Watershed CountyBoundary Mitigation Approach Preservation 231 Y �IN IWO 9 Reach 2 Drainage Area. Downstream: 2,857 Acres _ 0 1 - 2 Miles Prepared For: Prepared By: Craven 1 Figure 6 A Weyerhaeuser Kimley»)Horn Watershed Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 " AMA -5�z)t�z DI o. ii 'x r. Wool Legend r --j Conservation Easement �hael.kne pe NWI Wetlands :1319 PM Freshwater Forested/Shrub Wetland 1,500 3,000 Feet I USGS NHD Flowline Prepared For: Prepared By. Craven 1 Figure 7 AWeyerhaeuser Kimley)))Horn Existing Conditions Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 6a0" R U Elevation AMSL111h . 65' 20' E. Legend r—I Conservation Easement Mitigation Approach Preservation Prepared For: AWeyerhaeuser michael.kner . 4,x52018 7" 0 1,500 3,000 Feet moor Prepared By. Craven 1 Figure 8 Kimley)))Horn LiDAR Elevations Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Reach 2 (1,020 LF) - Proposed preservation. Proposed buffer width of 150' on each side of the channel. Reach 4 (1,940 LF) - Proposed preservation. Proposed buffer width of 300' on each side of the channel. Legend Conservation Easement Weyerhaeuser Properties i Mitigation Approach 0 1,500 3,000 Feet Preservation Prepared For: Prepared By: Craven A 1 (Site 9) Figure 9 A Weyerhaeuser Kimley>Morn Proposed Mitigation Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 16.1 PROJECT DESCRIPTION This site includes preservation of approximately 37 acres of land currently owned by Weyerhaeuser. The site includes approximately 4,671 linear feet of unnamed tributaries to Little Swift Creek and 1,610 linear feet of Little Swift Creek. This site is located upstream of the Little Swift Creek portion of the Craven 12 site. Upstream of the site, the land use is predominantly pine plantation and agriculture. Very little commercial, industrial, or residential development currently exists. The conservation area has been configured to provide a minimum of a 100 -foot buffer on all subject reaches. The conservation easement around the unnamed tributaries is comprised of a headwater forest (per NC WAM). Headwater forests are characteristics of areas adjacent to headwater streams, which are not shown as bluelines on a USGS topographic map but occur within a topographic crenulation and have both groundwater and surface water as contributors to hydrology. This area has a Relative Conservation Value of 7 in the wetland areas adjacent to the unnamed tributaries and an RCV of 8 along Little Swift Creek on the North Carolina Natural Heritage Program's scale of Biodiversity and Wildlife Habitat Assessment (BWHA), which provides a rating scale from 1 (moderate) to 9-10 (maximum value). A BWHA value is indicative of an area's capacity to support ecological functions and sustain biodiversity. In this area, the wetlands along Little Swift Creek have been identified as a Depressional Swamp Forest (Riverine) with an overall wetland rating of Exceptional. 16.2 SITE LOCATION The site is in Craven County, approximately 6 miles south of Vanceboro and 9 miles north of New Bern (Figure 1). The site is adjacent to Highway 17 and is accessed from a dirt road. 16.3 LANDOWNERSHIP Weyerhaeuser owns all parcels of land that comprise the site. Contact information is provided below: Weyerhaeuser NR Attn: Doug Hughes 406 Cole Road Hattiesburg, MS 39402 601-341-6054 The Middle Neuse Stream and Wetland Umbrella Mitigation Bank Prospectus April 2018 16.4 EXISTING CONDITIONS 16.4.1 EXISTING JURISDICTIONAL WATERS Nearly all the land within the conservation easement, except small areas of upland adjacent to UT 3, would likely be considered jurisdictional waters. The USGS topographic map (Figure 2) and National Wetland Inventory (Figure 7) are in accord with this assessment. A wetland delineation will be prepared and included in the mitigation plan so that a jurisdictional determination may be made. Wetlands: On-site wetlands are located directly adjacent to the unnamed tributaries and Little Swift Creek. The site is underlain predominantly by hydric soils (Figures 4 and 5; Table 17.A), which are characteristic of coastal plain hardwood swamps. Hardwood tree species dominates the headwater area like the area along Little Swift Creek, such as bald cypress (Taxodium distichum), black gum (Nyssa biflora), and water tupelo (Nyssa aquatic). A significant sapling strata of hardwood species is present. The herbaceous layer, where present, is dominated by giant cane (Arundinaria gigantea). In the headwater area, the herbaceous layer is more prominent and includes species such as Lizard's tail (Saururus cernuus) and netted chainfern (Woodwardia areolate). Table 17.A — On -Site Soils Map Unit Symbol Map Unit Name Hydric Rating Se Seabrook loamy sand 5 MM Masontown mucky fine sandy loam and Muckalee sandy loam 70 DO Dorovan muck 97 CnB Conetoe loamy sand 0 Ap Arapahoe fine sandy loam 90 Streams: The unnamed tributaries to Little Swift Creek flow from north to south. UT1 and UT3 appear to be headwater streams originating on or near the top of the site. UT2 originates offsite, north of the railroad tracks. All three of these tributaries are zero order streams. These tributaries carry the same water quality classification as Little Swift Creek, which is a Class C water with additional designations of nutrient sensitive (NSW) and swamp (Sw). The downstream drainage area of UT -1 is 840 acres and the downstream drainage area of UT - 2 is 609 acres. The Little Swift Creek reach has a downstream drainage area of 39,821 acres. The reach of Little Swift Creek on-site is a third order stream. 16.4.2 EXISTING REACH CONDITIONS The unnamed tributaries and Little Swift Creek itself within this site have NC SAM ratings of High. This high ranking is primarily due to the undisturbed and stable condition of the channels, the extensive buffer adjacent to the channels, existence of undisturbed riparian wetlands, in -stream and stream -side habitat and the existence of aquatic life. Photos of these sites are included in Appendix A. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 Little Swift Creek and its tributaries within this reach have Rosgen classifications of ES. Little Swift Creek has an average bankfull width of 100 feet. The UT's to Little Swift Creek have average bankfull widths ranging from 6 feet to 10 feet wide and have relatively low bankfull heights due to being headwater systems. Channel flow within these tributaries has access to the adjacent riparian wetland systems during frequent rainfall events. 16.4.3 ENDANGERED/THREATENED SPECIES Craven County has a rich diversity of plant and animal life. Because the Site is proposed for preservation, any protected species that occur on site will not be negatively impacted. Table 17.13 includes a full list of state and federally listed species known to occur in Craven County and a preliminary determination of whether suitable habitat may exist on site for each species. More detailed species surveys and information will be prepared as warranted during preparation of the Mitigation Plan for the site. Table 17.13— Craven County Protected Species �C Natural Heritaa Program, https://www.ncnhp.org/data/species-community Common Nam Vertebrates ■ Atlantic sturgeon Bald eagle Bridle shiner Eastern diamondback rattle snake American alligator Leatherback sea turtle Red knot Red -cockaded woodpecker West Indian manatee Invertebrate Eastern lampmussell Roanoke slabshell na lar Plants. Dwarf bladderwort Grassleaf arrowhead Raven's seedbox Shadowwitch American speedwell Drooping bulrush Bog bluestem Branched gerardia Carolina spleenwort Chapman's redtop Coastal goldenrod ' Acipenser oxyrinchus I Holiaeetus leucocephalus Notropis bifrenatus Crotalus adamanteus h, updated August 18, 2017 a ---Pd November 6, MIT) ral Status State Status Suitable Habitat Present? E Yes BG PA T Yes FS E Yes FSC E Potential Alligator mississippiensis T (S/A) T No Dermochelys coriacea E E No Calidris canutus rufa T No Picoides borealis E E No Trichechus manatus E E No Lompsilis radiata Elliptio roanokensis FSC T T Yes Yes Utricularia olivacea T Yes Sagittaria weatherbiana E Yes Ludwigia ravenii FSC T Yes Ponthieva racemosa T Yes Veronica americana T Potential Scirpus lin eatus T Potential Andropogon mohrii T No Ago is virgata T No Asplenium heteroresiliens FSC E No Tridens chopmanii T No Solidogo villosicarpa FSC E No The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 16.4.4 CULTURAL RESOURCES A search of the North Carolina Department of Cultural Resources — State Historic Preservation Office (SHPO) GIS Web Service (http://ciis.ncdcr.ciov/hpoweb/, accessed November 6, 2017) showed no known significant historic or archeological resources on site or immediately adjacent to the site. While no impacts to such resources if they do occur are anticipated (because the site will be preserved without on-site disturbance), environmental screening for the mitigation plan phase of the project will include coordination with the SHPO. 16.4.5 CONSTRAINTS No constraints to preservation such as conflicting right of ways or utility corridors are known to exist within the site. 16.5 CONCEPTUAL MITIGATION PLAN 16.5.1 WETLANDS No wetland credits are proposed for this site. 16.5.2 STREAMS The approximately 37 -acre riparian area and 4,671 feet of unnamed tributaries and 1,610 feet of Little Swift Creek will be placed under a conservation easement and the resources protected in their present condition. Based on considerations of the exceptional quality of the riparian wetlands and the site's location in proximity to the Neuse River Estuary a mitigation credit ratio of 7:1 is proposed for this site. This would generate 897 stream credits. 16.5.3 NEUSE RIVER RIPARIAN BUFFERS No riparian buffer credits are proposed for this site. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 Spiranthes eatoni E No Estuary pipewort Eriocaulon parkeri T No Ludwigia sphaerocarpa E No Godfrey's sandwort Minuartia godfreyi FSC E No Myriophyllum laxum E No Mudbank crown grass Paspolum dissectum E No Lysimachia asperulifolia E E No Sensitive joint vetch Aeschynomene virginica T T No Platanthera nivea T No Tennessee bladder -fern Cystopteris tennesseensis E No 16.4.4 CULTURAL RESOURCES A search of the North Carolina Department of Cultural Resources — State Historic Preservation Office (SHPO) GIS Web Service (http://ciis.ncdcr.ciov/hpoweb/, accessed November 6, 2017) showed no known significant historic or archeological resources on site or immediately adjacent to the site. While no impacts to such resources if they do occur are anticipated (because the site will be preserved without on-site disturbance), environmental screening for the mitigation plan phase of the project will include coordination with the SHPO. 16.4.5 CONSTRAINTS No constraints to preservation such as conflicting right of ways or utility corridors are known to exist within the site. 16.5 CONCEPTUAL MITIGATION PLAN 16.5.1 WETLANDS No wetland credits are proposed for this site. 16.5.2 STREAMS The approximately 37 -acre riparian area and 4,671 feet of unnamed tributaries and 1,610 feet of Little Swift Creek will be placed under a conservation easement and the resources protected in their present condition. Based on considerations of the exceptional quality of the riparian wetlands and the site's location in proximity to the Neuse River Estuary a mitigation credit ratio of 7:1 is proposed for this site. This would generate 897 stream credits. 16.5.3 NEUSE RIVER RIPARIAN BUFFERS No riparian buffer credits are proposed for this site. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 �7t hllr Bem �a aha° �aV JS_Yo ora Emul DI Swift C'eek user: michael.knepp time: 4:22:59 PM Legend QConservation Easement 0 1 2 Miles Prepared For: Prepared By: Craven 12 - Upper Figure 1 A Weyerhaeuser Kimley>»Horn Vicinity Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Legend Q Conservation Easement Weyerhaeuser Properties L 0 user: mcnaeLK", time: 4:24:32 PM 0 1,000 2,000 Feet Prepared For: Prepared By. Craven 12 - Upper Figure 2 A Weyerhaeuser Kimley%>>HOrn USGS Topographic Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 MIX "Te' 7� 1958 Aerial Legend =1 Conservation Easement IM 2010 Aerial user: "chael.knepper i Feet 0 1,500 3,000 Prepared For: Prepared By: Craven 12 - Upper Figure 3 AWeyerhaeuser Kimley>)Morn Historic Aerials Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 A C-11 Sg i T M - Q� / A; - s Se GOA STm e CnB >' Se G oA Tm MM Se TSB OoA - CnB r a � C FIB T 7- -_ 1 r7 - C n B UO CnB CnB MuJ-� A AaA Legend _ CnB CnB user: hael. Pp� QConservation Easement 0 1,000 2,000 Feet i f Prepared For: Prepared By. Craven 12 - Upper Figure 4 A Weyerhaeuser Kimley> Horn NRCS Soil Survey - Craven County Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Map unit symbol Map unit name Hydric Rating AaA Altavista fine sandy loam, 0 to 2 percent slopes 4 Ag Augusta fine sandy loam 5 Ap Arapahoe fine sandy loam 90 CnB Conetoe loamy sand, 0 to 5 percent slopes 0 De Deloss fine sandy loam 90 DO Dorovan muck 97 GoA Goldsboro loamy fine sand, 0 to 2 percent slopes 6 Ln Leon sand 80 MM Masontown mucky fine sandy loam and Muckalee sandy loam frequently flooded 70 Mu Murville mucky loamy sand 80 NOB Norfolk loamy fine sand, 2 to 6 percent slopes 4 Se jSeabrook loamy sand 5 StA State loamy sand, 0 to 2 percent slopes 0 TaB Tarboro sand, 0 to 6 percent sl Tm ITornotley fine sandy loam W lWater � v Se CnB �A` aAl IT. FB T AP k— MILG;.Aj I W, NoB GoA 91L'� /dGl user —h pe Legend 0 1,000 Q 2, 000 Feet Conservation Easement i _ Prepared For: Prepared By. Craven 12 - Upper Figure 5 A Weyerhaeuser Kimley>»Horn Hydric Soils Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 �7 r AS, AF P N K )e" IV Jj N� �1 ft r t 01 0 Rf zk, 4` fiM 01 Legend Conservation Easement NWI Wetlands I'ZI Freshwater Forested/Shrub Wetland user: rrichael.kneppe Lake time 4 40 50 PM Riverine 0 1,000 2,000 Feet USGS NHD Flowlines NONE — — — — — — — — - 1 Prepared For: Prepared By. Craven 12 - Upper Figure 7 A Weyerhaeuser Kimley>>Morn Existing Conditions Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 — Legend r: michael.kneppe, Conservation Easement 4r5�o,8 Mitigation Approach 0 1,000 2,000 Feet Preservation Prepared For Prepared By. Craven 12 - Upper Figure 8 A Weyerhaeuser Kimley>>Morn LiDAR Elevations Middle Neuse Umbrella Stream and Wetland Mitigation Bank 4/5/2018 �, . N* ,' N ^tl� ice. �.' w Preservation of 365 LF of UT -3 .g .x Minimum 100' and maximum 175' buffer proposed on each side of channel Preservation of 1,696 LF of UT -2 Minimum 100' and maximum 150' buffer proposed on each side of channel Conservation Easement: 36.7 Acres Legend Q Conservation Easement Weyerhaeuser Properties Mitigation Approach Preservation t E Preservation of 2,610 LF of UT -1 Minimum 100' to maximum 175' buffer width proposed on each side of channel Preservation of 1,610 LF of Little Swift Creek Minimum 100' and maximum 150' buffer proposed on each side of channel 0 1,000 2,000 Feet Prepared For: Prepared By: Craven 12 - Upper Figure 9 A Weyerhaeuser Kimlep Horn Proposed Mitigation Plan Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 # = . e•t `g 0 1,000 2,000 Feet Prepared For: Prepared By: Craven 12 - Upper Figure 9 A Weyerhaeuser Kimlep Horn Proposed Mitigation Plan Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 17.1 PROJECT DESCRIPTION This site includes preservation of approximately 89 acres of land currently owned by Weyerhaeuser. The site is bisected by approximately 8,794 linear feet of the lower reach of Little Swift Creek to its confluence with Swift Creek. This confluence is approximately 3.5 miles upstream of the Neuse River Estuary. Upstream of the site land use is predominantly pine plantation and agriculture with an increasing number of solar farms added to the landscape. Very little commercial, industrial, or residential development currently exists. The conservation area has been configured to provide a minimum of a 100 -foot buffer on Little Swift Creek. In some areas, this buffer is much wider to accommodate for the creek's meanders. While the proposed conservation easement area is predominantly within a riverine swamp forest, an approximately 0.5 -acre area of upland on the northwest corner of the site is accessible by road and is frequently used for access to the waterway and for recreation. Including this area within the conservation easement will prevent development of any type as well as any other use incompatible with conservation purposes. This area has a Relative Conservation Value of 7 on the North Carolina Natural Heritage Program's scale of Biodiversity and Wildlife Habitat Assessment (BWHA), which provides a rating scale from 1 (moderate) to 9-10 (maximum value). A BWHA value is indicative of an area's capacity to support ecological functions and sustain biodiversity. In this area, the wetlands have been identified as Depressional Swamp Forest (Riverine) with an overall wetland rating of Exceptional. 17.2 SITE LOCATION The site is in Craven County, approximately 6 miles south of Vanceboro (Figure 1). Access is provided from a dirt road from US Hwy 17. 17.3 LANDOWNERSHIP Weyerhaeuser owns all parcels of land that comprise the site. Contact information is provided below: Weyerhaeuser NR Attn: Doug Hughes 406 Cole Road The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 Hattiesburg, MS 39402 601-341-6054 17.4 EXISTING CONDITIONS 17.4.1 EXISTING JURISDICTIONAL WATERS Apart from the access road and upland area at the northwest corner of the site, the full area within the conservation area would likely be considered jurisdictional waters. The USGS topographic map (Figure 2) and National Wetland Inventory (Figure 7) are in accord with this assessment. Wetlands: On-site wetlands are located directly adjacent to Little Swift Creek. The site is underlain by Dorovan Muck soils (Figures 4 and 5), which is characteristic of coastal plain hardwood swamps. The forest is dominated by mature bald cypress (Taxodium distichum), black gum (Nyssa biflora), and water tupelo (Nyssa aquatic). A significant sapling strata of hardwood species is present. The herbaceous layer, where present, is dominated by giant cane (Arundinaria gigantea). Streams: Little Swift Creek bisects the site, generally, from north to south and has a baseflow width of approximately 90 -feet throughout. Little Swift Creek is a Class C water with additional designations of nutrient sensitive (NSW) and swamp (Sw). The downstream drainage area at the confluence of Little Swift Creek with Swift Creek is 42,374 acres (approximately 66 square miles) and Little Swift Creek is a third order stream. Swift Creek flows directly into the Neuse River Estuary approximately 3.5 miles downstream. 17.4.2 EXISTING REACH CONDITIONS The entire 8,794 linear feet of Little Swift Creek that flows through the site has an NC Stream Assessment Method (NC SAM) rating of High. This high ranking is primarily due to the undisturbed and stable condition of the channel, the extensive buffer adjacent to the channel, existence of undisturbed riparian wetlands, in - stream and stream -side habitat and the existence of aquatic life. Photos of this site are included in the Appendix A. Little Swift Creek within this reach has a Rosgen classification of E5 and has an average bankfull width of 100 feet. 17.4.3 ENDANGERED/THREATENED SPECIES Craven County has a rich diversity of plant and animal life. Because the Site is proposed for preservation, any protected species that occur on site will not be negatively impacted. Table 18.A includes a full list of state and federally listed species known to occur in Craven County and a preliminary determination of The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 whether suitable habitat may exist on site for each species. More detailed species surveys and information will be prepared as warranted during preparation of the Mitigation Plan for the site. Table 18.A — Craven County Protected Species /NC Nati i I H-it—n Prnnram httm /Auwrer nrnhn nrn/rbt; knariao-mmmi inity--rrh i inrlatari Ai ini ict 1R 7n17 nrroccod Nnvnmhnr (i 2017 ` Common Name Vertebrates Atlantic sturgeon Scientific Name Acipenseroxyrinchus Federal StatusWE E Suitable Habitat Present? Yes Bald eagle Haliaeetus leucocephalus BGPA T Yes Bridle shiner Notropis bifrenatus FSC E Yes Carolina madtom Noturus furiosus FSC T Yes Eastern diamondback rattle snake Crotalus adamanteus FS Potential American alligator Alligator mississippiensis T (S/A) T No Leatherback sea turtle Dermochelys coriacea E E No Red knot Red -cockaded woodpecker Calidris canutus rufa Picoides borealis T E E No No West Indian manatee Invertebrate Eastern lampmussell Trichechus manatus Lampsilis radiata E E T No Yes Roanoke slabshell Vascular Plants Dwarf bladderwort Elliptio roanokensis Utricularia olivacea FSC T T Yes Yes Grassleaf arrowhead Sagittoria weatherbiana EYes Raven's seedbox 1PLudwigia ravenii T Yes Shadowwitch Ponthieva racemosa T Yes American speedwell Drooping bulrush Bog bluestem Branched gerardia Veronica americana Scirpus lineatus IVAndropogon mohrii Agalinis virgata T T tenti Potential No No Carolina spleenwort Asplenium heteroresiliens FSC E No Chapman's redtop Tridens chapmanii T No Coastal goldenrod Solidago villosicarpa FSC E No Eaton's ladies' tresses Spiranthes eatoni E No Estuary pipewort Eriocaulon parkeri T No Globe -fruit seedbox Ludwigia sphaerocarpa E No Godfrey's sandwort Minuartia godfreyi FSC E No Loose Watermilfoil Myriophyllum loxum E No Mudbank crown grass Pospalum dissectum E No Rough -leaf loosestrife ensitive joint vetch IUSnowy Orchid Lysimachia asperulifolia Aeschynomene virginica Platanthera nivea E T E T T No No No The Middle Neuse Stream and Wetland Umbrella Mitigation Bank Prospectus April 2018 Tennessee bladder -fern Cystopteris tennesseensis E No 17.4.4 CULTURAL RESOURCES A search of the North Carolina Department of Cultural Resources — State Historic Preservation Office (SHPO) GIS Web Service (http://gis.ncdcr.gov/hpoweb/, accessed November 6, 2017) showed no known significant historic or archeological resources on site or immediately adjacent to the site. While no impacts to such resources if they do occur are anticipated (because the site will be preserved without on-site disturbance), environmental screening for the mitigation plan phase of the project will include coordination with SHPO. 17.4.5 CONSTRAINTS No constraints to preservation such as conflicting right of ways or utility corridors are known to exist within the site. 17.5 CONCEPTUAL MITIGATION PLAN 17.5.1 WETLANDS No wetland credits are proposed for this site. 17.5.2 STREAMS The approximately 89 -acre riparian area and 8,794 feet of Little Swift Creek will be placed under a conservation easement and the resources protected in their present condition. Based on considerations of the exceptional quality of the riparian wetlands and the site's location in proximity to the Neuse River Estuary as well as the potential for increased on-site recreational use a mitigation credit ratio of 7:1 is proposed for this site. This would generate 1,256 stream credits. 17.5.3 NEUSE RIVER RIPARIAN BUFFERS No riparian buffer credits are proposed for this site. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 N 43 i 17Z x�k Bem ,� 8eacm AoV G IL 0 cb Emul Legend 0 1 2 Miles QConservation Easement Prepared For: Prepared By: Craven 12 - Lower Figure 1 A Weyerhaeuser Kimley»)Horn vicinity Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 0 Legend _ uses michaeLknepp time: 34923PM Conservation Easement Weyerhaeuser Properties 0 1,000 2,000 Feet 7-773 Prepared For Prepared By: Craven 12 - Lower Figure 2 A Weyerhaeuser Kimley»)Horn USGS Topographic Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 s,�: •, .` �Pac �' b til. w,� ,,�h .. v�yi 5�'i' k /f���''v".J1✓*! E�hI�.Y��y.�rt 1958 Aerial Legend = Conservation Easement user: "chael.knepper Feet 0 1,500 3,000 Prepared For: Prepared By. Craven 12 - Lower Figure 3 A Weyerhaeuser Kimley>»Horn Historic Aerials Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Se TaB Mu Se Do =: ' SL^ DO��DO S Se I CnB DO Se AaA �._..� AP crq3 AP GO Ap Se Se CnB I o� pLn� DO Se TaB eppe Legend QConservation Easement 0 1,000 2,000 Feet Prepared For: Prepared By. Craven 12 - Lower Figure 4 A Weyerhaeuser Kimley»)Horn NRCS Soil Survey - Craven County Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 o � - r _ t i AJ of 1 \jIN fa i i "I - d e• �i�re �. �r`Y ' he .� Y�� Kee �: er Legend '�' .� F }•er '�i`1a� r �t ��k r +y � �,, y, .tiuserme: 4:05:michael.knePP �� W 0 1,000 2,000 Feet Q Conservation Easement .• Prepared For: Prepared By: Craven 12 - Lower Figure 5 A Weyerhaeuser KimlepMorn Hydric Soils Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 1 4 v. awl -PA t it imp 1,3 4' Total Drainage Areai 42,374 Acres V A* Op ,ntion Easement �ontribufing Watershed roach tion N I F�4c 411 r • xT 1`> �4401 r {w� E{ r ��TX yM `5 � - � • 1 . Legend r \ 4� IX�,� r—IConservation Easement ;� <"t ' F f=, y"43 at1�`;R�'; ,t ��i, y vdkµ d neppe NWI Wetlands =z, -�-' ".�. • -� �. •, slst�r^!eA-.,� Freshwater Forested/Shrub Wetland ^�--� USGS NHD Flowline 0 1,000 2,000 Feet '^ r Prepared For: Prepared By: Craven 12 - Lower Figure 7 A Weyerhaeuser Kimley»)Horn Existing Conditions Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Elevation AMSL - � 40' L 0' 0 Legend user: niichael.kneppe.. Q Conservation Easement dM:4/5/2018 Mitigation Approach 0 1,000 2,000 Feet Preservation Prepared For: Prepared By: Craven 12 - Lower Figure 8 A Weyerhaeuser Kimley»)Horn LiDAR Elevations Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Preservation of 8,794 LF of Little Swift Creek. Minimum 100' and maximum 500' buffer proposed on each side of channel N A Legend Q Conservation Easement Weyerhaeuser Properties Mitigation Approach Preservation Prepared For: A Weyerhaeuser 0 1,000 2,000 Feet Prepared By: Craven 12 - Lower (Site 4) Figure 9 Kimley>Morn Proposed Mitigation Plan Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 18.1 PROJECT DESCRIPTION The Craven 75 site includes the preservation of approximately 2,590 linear feet of stream channel and the enhancement (Level II) of 2,304 linear feet of streams (Table 19.A). The site tributaries to Fisher Swamp and a portion of Fisher Swamp will be protected by approximately 29.9 acres of conservation easement that provides buffers of 100 feet or 150 feet along each side of the stream channel. Figure 9 shows the proposed mitigation plan for the site. Table 19.A — On -Site Stream Reaches onservation Easement Area (AC) Proposed Activity 1,487 Enhancement Level 2 2 425 Enhancement Level 2 3 392 Enhancement Level 2 29.9 4 438 Preservation 5 887 Preservation 6 1,265 Preservation Upstream of from the site, the land use is predominantly timber production with some agriculture. Very little commercial, industrial, or residential development exists currently within the local watershed. This site has a Relative Conservation Value of 6 along Fisher Swamp. In the tributary preservation areas, the site has a RCV of 1 on the North Carolina Natural Heritage Program's scale of Biodiversity and Wildlife Habitat Assessment (BWHA), which provides a rating scale from 1 (moderate) to 9-10 (maximum value). A BWHA value is indicative of an area's capacity to support ecological functions and sustain biodiversity. In this area, the wetlands along Fishers Swamp are identified as riverine swamp with an overall wetland rating of Substantial. 18.2 SITE LOCATION The site is in Craven County within the Town of Ernul approximately 10 miles north of New Bern (Figure 1). The site is located on the north side of Hills Neck Road (Figure 2). 18.3 LANDOWNERSHIP Weyerhaeuser owns all parcels of land that comprise the site. Contact information is provided below: The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 Weyerhaeuser NR Attn: Doug Hughes 406 Cole Road Hattiesburg, MS 39402 601-341-6054 18.4 EXISTING CONDITIONS 18.4.1 EXISTING JURISDICTIONAL WATERS All the streams within the conservation easement would likely be considered jurisdictional waters. The land adjacent to Fishers Swamp would likely be classified as wetlands. The land adjacent to the tributaries proposed for preservation is likely jurisdictional wetland. Areas of proposed enhancement and headwater restoration have been altered such that wetland hydrology and vegetation are no longer present. The USGS topographic map (Figure 2) and National Wetland Inventory (Figure 7) are in accord with this assessment. A wetland delineation will be prepared and included in the mitigation plan so that a jurisdictional determination may be made. Wetlands: The site is underlain by hydric soils (Figures 4 and 5; Table 19.13), which are characteristic of coastal plain riverine swamp forests and pine flats (Rains soils). The swamp areas are dominated by hardwood tree species such as bald cypress (Taxodium distichum, black gum (Nyssa biflora), and water tupelo (Nyssa aquatic). A significant sapling strata of hardwood species is present. The herbaceous layer, where present, is dominated by giant cane (Arundinaria gigantea). Table 19.13— On -Site Soils. Map Unit Name Hydric Rating MM Masontown mucky fine sandy loam and Muckalee sandy loam 70 Ly Lynchburg fine sandy loam 10 GoA Goldsboro loamy fine sand 6 NoB Norfolk loamy fine sand 4 Ra Rains fine sandy loam 92 Streams: Fisher Swamp is Class C waters with additional designations of nutrient sensitive (NSW) and swamp (Sw) and is a tributary to Little Swift Creek. The drainage areas to the upstream extent of the on-site stream headwater systems are included in Table 19.0 below. It should be noted that baseflow and seasonal flow for these headwater systems (Reaches 1 —4) is typically dependent on the size of drainage area as measured from the upstream extend of the system, but in the case of Reaches 1, 2, 3 and 4 there is significant The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 topographic relief (10 to 12 feet) adjacent to the narrow valley walls that helps to contribute additional groundwater flow to the system as opposed to a typical low relief coastal plain valley system. Table 19.0 — Contributing Watershed Areas Upstream Watershed Area Confluence of Reaches 1, 2 and 3 125 acres Upstream end of Reach 5 19 acres Upstream end of Reach 6 9,768 acres 18.4.2 EXISTING REACH CONDITIONS Reaches 1, 2, 3, and 4 make up the system to the south of the property as shown in Figure 9. As shown in the channel cross section included in Appendix B for the Craven 75 site the valley is well defined with elevation changes of 10 feet or more as measured from the valley bottom up to the edge of valley. The existing Reach 1 and Reach 4 stream system is stable and acts as a linear stream -wetland complex in some locations. Channel flow is within a well-defined channel in some locations and during storm events appears to divide into multiple channels within some locations. Reaches 2 and 3 are small headwater systems that tie-in to Reach 1 and have little to no buffer in some areas. Above Reaches 2 and 3 are wetland areas that could be enhanced by placing a conservation easement on them and fully protecting the headwater wetland system as well as the beginning of the headwater stream system for Reaches 2 and 3. Photos are included in Appendix A. Reach 5 is proposed for Preservation and has a NC SAM rating of High. This system has a smaller watershed area of approximately 19 acres, but as mentioned previously the 10 -foot topographic relief causes the system to intercept groundwater and once monitoring is performed should prove to be a headwater system. Reach 6 is a portion of the Fisher Swamp system that is stable with an existing buffer, in -stream and stream - side habitat, riparian wetlands and the channel has good access to its floodplain. 18.4.3 ENDANGERED/THREATENED SPECIES Craven and Beaufort counties have a rich diversity of plant and animal life. Because the Site is proposed for preservation, any protected species that occur on site will not be negatively impacted. Table 19.113 includes a full list of state and federally listed species known to occur in Craven County and a preliminary determination of whether suitable habitat may exist on site for each species. More detailed species surveys and information will be prepared as warranted during preparation of the Mitigation Plan for the site. Table 19.D — Craven County Protected Species (NC Natural Heritage Program, https://www.ncnhp.orq/data/species-community-search, updated Auqust 18, 201 i Common Name Scientific Name e Suitable Habitat usPresent? VertebratesAtlantic kStta sturgeon Acipenseroxyrinchu E Yes Bald eagle Haliaeetusleucocephalus BGPA T Yes Bridle shiner Notropis bifrenatus FSC E Yes The Middle Neuse Stream and Wetland Umbrella Mitigation Bank Prospectus April 2018 Eastern diamondback rattle snake American alligator Crotalus adamanteus Alligator mississippiensis FSC T (S/A) E Potential T No Leatherback sea turtle Dermochelys coriacea E E No Red knot Calidris canutus rufa T No Red -cockaded woodpecker Picoides borealis E E No West Indian manatee Invertebrate Eastern lampmussell Trichechus manatus Lampsilis radiata E E T No Yes Roanoke slabshell Vascular Plants Dwarf bladderwort Elliptio roanokensis Utricularia olivacea FSC T T Yes Yes Grassleaf arrowhead Sagittaria weatherbiana E Yes Raven's seedbox Ludwigia ravenii FSC T Yes Shadowwitch Ponthieva racemosa T Yes American speedwell Veronica americana T Potential Drooping bulrush Scirpus lineatus T Potential Bog bluestem Andropogon mohrii T No Branched gerardia Agalinis virgata T No Carolina spleenwort Asplenium heteroresiliens FSC E No Chapman's redtop Tridens chapmanii T No Coastal goldenrod Solidago villosicorpo FSC E No Eaton's ladies' tresses Spiranthes eatoni E No Estuary pipewort Globe -fruit seedbox Eriocaulon parkeri Ludwigia sphaerocarpo T No E No Godfrey's sandwort Minuartia godfreyi FSC E No Loose Watermilfoil Myriophyllum laxum E No Mudbank crown grass Paspalum dissectum E No Rough -leaf loosestrife Lysimachia asperulifolia E E No Sensitive joint vetch Aeschynomene virginica T T No Snowy Orchid Platanthera nivea T No Tennessee bladder -fern I Cystopteris tennesseensis I E No 18.4.4 CULTURAL RESOURCES A search of the North Carolina Department of Cultural Resources— State Historic Preservation Office (SHPO) GIS Web Service (http://gis.ncdcr.gov/hpoweb/, accessed November 6, 2017) showed no known significant historic or archeological resources on site or immediately adjacent to the site. While no impacts to such resources if they do occur are anticipated (because the site will be preserved without on-site disturbance), environmental screening for the mitigation plan phase of the project will include coordination with the SHPO. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 18.4.5 CONSTRAINTS No constraints to site implementation such as conflicting right of ways or utility corridors are known to exist within the site. 18.5 CONCEPTUAL MITIGATION PLAN 18.5.1 WETLANDS It is likely that wetlands adjacent to and upslope of Reaches 2 and 3 would be enhanced by placing a conservation easement and establishing a vegetated buffer on the headwaters of Reaches 2 and 3. 18.5.2 STREAMS The approximately 29.9 -acre riparian area and Reaches 1 - 6 will be placed under a conservation easement and the resources protected. The proposed preservation reaches will have buffers that are a minimum of 100' from the top of bank on both sides of the channel, the proposed Enhancement Level II section will have buffer widths a minimum of 150' from the top of bank of the channel thus qualifying for 20% additional credit, and the headwater systems restoration will include a 100' buffer measured from the center of the valley on both sides. A preservation mitigation ratio of 10:1, enhancement ratio of 2.5:1 (as measured along the valley centerline) are proposed for this site. This would generate 1,365 stream credits. 18.5.3 NEUSE RIVER RIPARIAN BUFFERS No riparian buffer credits are proposed for this site. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank Prospectus April 2018 seri, _x L U 7 Z 8111k ti@off Ernul �f I 6 Legend 6 QConservation Easement Prepared For: Prepared By: A Weyerhaeuser Kimley*Horn Aurora Rd DI "WS Neckl user: mcnael.kneppe 0 0.5 1 Miles Aurora Rd Craven 75 Figure 1 Vicinity Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 0 Legend user: rr chael.k-ppe Q Conservation Easement 0 500 1,000 Feet Weyerhaeuser Properties Prepared For: Prepared By: Craven 75 Figure 2 A Weyerhaeuser Kimley>))Horn USGS Topographic Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Legend Conservation Easement Feet 0 1,000 2,000 Prepared For: Prepared By. Craven 75 Figure 3 A Weyerhaeuser Kimley)))Horn Historic Aerials Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 t .y .1 A4o G oA nip N 711". �-744k N y oA " Guy 1. V L70 Dl N ®'B a C 4 T � IS -- 'j ser: e Legend i Conservation Easement �r 0 750 1,500 Feet 777-773 Prepared For. Prepared By: Craven 75 A Figure 4 NRCS Soil Survey - Craven County Weyerhaeuser Kimley»)Horn Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 ip unit mbol Map unit name Hydi Rath AaA Altavista fine sandy loam, 0 to 2 percent slopes 4 Ag Augusta fine sandy loam 5 AuB Autryville loamy sand, 0 to 6 percent slopes 2 CnB Conetoe loamy sand, 0 to 5 percent slopes 0 GoA Goldsboro loamy fine sand, 0 to 2 percent slo es 6 Ly Lynchburg fine sandy loam, 0 to 2 percent 10 SIOD'sAtlantic Coast Flatwoods MM Masontown mucky fine sandy loam and 70 Mu<kalee sand loam fre uentl flooded Noe Norfolk loamy fine sand,2 to 6 percent slopes 4 Ra Rains fine sandy loam, 0 to 2 percent slopes, 92 Atlantic Coast Flatwoods Se Seabrook loamy sand 5 StA State loamy sand. 0 to 2 percent Slopes I 0 GOA Hills NecK Rd am Ag 70A jjWjKSe 40 z.; Aa, Vi t- MAINT I jgy' a, il use m Ippe uer Legend 0 750 1,500 Feet Conservation Easement IM 7-773 Prepared For: Prepared By. Craven 75 Figure 5 A Weyerhaeuser KimlepMorn Hydric Soils Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 �4 , W 4 TI X t . . . . . . . . ....... Legend INI Conservation Easement NWI Wetlands Freshwater Forested/Shrub Wetland 0 500 1,000 Feet NHD Flowline Prepared For: Prepared By: Craven 75 Figure 7 A Weyerhaeuser Kimley>>Morn Exiting Conditions Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 19.1 PROJECT DESCRIPTION The Craven 30 site includes the restoration of approximately 6,440 linear feet of a tributary to Bachelor Creek and associated riparian buffers that are currently a narrow hardwood buffer that is within a stand of active timber production. The site will be restored to a headwater stream reaches transitioning to a first - order stream and riverine wetland system and protected by an approximately 32.9 -acre conservation easement that provides buffers of 100 feet in the headwater area to 150 feet along each side of the downstream restoration reach. Figure 9 shows the proposed mitigation plan for the site. Upstream of the site, the land use is predominantly timber production with some agriculture and commercial development. This site has a Relative Conservation Value of 6 transitioning to 7 within the Bachelor Creek corridor on the North Carolina Natural Heritage Program's scale of Biodiversity and Wildlife Habitat Assessment (BWHA), which provides a rating scale from 1 (moderate) to 9-10 (maximum value). A BWHA value is indicative of an area's capacity to support ecological functions and sustain biodiversity. In this area, the wetlands along Bachelor Creek are identified as depressional swamp forest with an overall wetland rating of Excellent. 19.2 SITE LOCATION The site is in Craven County approximately 8 miles west of New Bern (Figure 1). The site on may be accessed from Clarks Road on the east side of Tuscarora Road, approximately 2 1/4 miles north of U.S. Highway 17. 19.3 LANDOWNERSHIP Weyerhaeuser owns all parcels of land that comprise the site. Contact information is provided below: Weyerhaeuser NR Attn: Doug Hughes 406 Cole Road Hattiesburg, MS 39402 601-341-6054 The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 19.4 EXISTING CONDITIONS 19.4.1 EXISTING JURISDICTIONAL WATERS All the project reaches identified for stream restoration appear to be jurisdictional waters. Based on field observations, it appears that the riparian area has been altered such that the hydrology and vegetation that indicate jurisdictional wetlands are no longer present. The USGS topographic map (Figure 2) and National Wetland Inventory (Figure 7) are in accord with this assessment. A wetland delineation will be prepared and included in the mitigation plan so that a jurisdictional determination may be made. Wetlands: The headwater restoration areas originate in Lenoir (Reach 3), Bayboro (Reach 1), and Leaf (Reach 2) soils, based on the Craven County Soil Survey. While each of these soils is classified as hydric, the Lenoir soil through which each reach passes, is not a predominantly hydric soil and may not develop wetland characteristics. The Masontown soil that underlies Reach 4 and the tops of the headwaters are likely to be restored to supporting wetland communities. Soils are shown in Figures 4 and 5 and Table 20.A. Currently, the riparian area has a narrow hardwood buffer with hardwood species such as oak (Quercus spp.), red maple (Acer rubrum), and sweetgum (Liquidambar styracifiuo) and lacks wetland hydrology. It is anticipated that with the stream restoration and planting of appropriate coastal plain riverine hardwood and herbaceous vegetation that the headwater and downstream riparian areas will be restored to wetland conditions. Table 20.A — On -Site Soils Map Unit Symbol Map Unit Name Hydric Rating MM Masontown mucky fine sandy loam and Muckalee sandy loam 70 Le Lenoir silt loam 8 La Leaf silt loam 90 Ba Bayboro mucky loam 90 Streams: Bachelor Creek, which is the downstream receiving water for the site tributaries, is a Class C water with additional designations of nutrient sensitive (NSW) and swamp (Sw) and is a tributary to The Gut. While Bachelor Creek is currently supporting its use classification, the Neuse River estuary is impaired where The Gut joins it. Reaches 2 and 3 at this site are first order streams. Reach 1 begins as a second order stream then continues to Reach 4 where it remains a second order stream. Key watershed areas associated with the reaches on this site are outlined in the table below. Table 20.13 - Contributing Watershed Areas Upstream Watershed Area Upstream end of Reach 1 220 acres Upstream end of Reach 2 328 acres Upstream end of Reach 3 61 acres The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 Downstream end of Reach 5 794 acres 19.4.2 EXISTING REACH CONDITIONS Reaches 1 through 4 are highly incised with limited to no access to the adjacent floodplain. NC SAM ratings of the existing systems are Low. This low ranking is primarily due to the fact that the on-site streams have been extensively ditched and have little to no access to their historic floodplain. Bank -height ratios within this system are approximately 4.0. A cross section of Reach 1 is included in Appendix B and a photo of Reach 1 is included in Appendix A. 19.4.3 ENDANGERED/THREATENED SPECIES Craven County has a rich diversity of plant and animal life. Table 20.0 includes a full list of state and federally listed species known to occur in Craven County. Based on field investigations and current on-site conditions, suitable habitat is not present on-site for the listed native species. Care will be taken during restoration activities to restore the natural habitat that may support protected species. More detailed species surveys and information will be prepared as warranted during preparation of the Mitigation Plan for the site. Table 20.0 — Craven County Protected Species (NC Natural Heritage Program, https://www.ncnhp.org/data/species-community-search, updated August 18, 2017, accessed November 6, 7017.) Federal]ME Suitable Habitat Common Name Status Present? Vertebrates Atlantic sturgeon Acipenseroxyrinchus E Potential Bald eagle Halioeetus leucocepholus BG PA T Potential Bridle shiner Notropis bifrenatus FSC E Potential Eastern diamondback rattle Crotalus adamanteus FSC E Potential snake American alligator Alligator mississippiensis T (S/A) T No Leatherback sea turtle Dermochelys coriacea E E No Red knot Calidris canutus rufa T No Red -cockaded woodpecker Picoides borealis E E No West Indian manatee Trichechus monotus E E No Invertebrate Eastern lampmussell Lampsilis radiata T Yes Roanoke slabshell Elliptia roanokensis FSC T Yes Dwarf bladderwort Utricularia olivacea T Potential Grassleaf arrowhead Sagittaria weatherbiana E Potential Raven's seedbox Ludwigia ravenii FSC T Potential Shadowwitch Ponthieva racemosa T Potential American speedwell Veronica americana T Potential Drooping bulrush Scirpus lineatus T Potential The Middle Neuse Stream and Wetland Umbrella Mitigation Bank Prospectus . April 2018 Bog bluestem Andropogon mohrii T No Branched gerardia Agalinis virgata T No Carolina spleenwort Asplenium FSC E No heteroresiliens Chapman's redtop Tridens chapmanii T No Coastal goldenrod Solidago villosicarpa FSC E No Eaton's ladies' tresses Spiranthes eatoni E No Estuary pipewort Eriocaulon porkeri T No Globe -fruit seedbox Ludwigia sphaerocarpa E No Godfrey's sandwort Minuartio godfreyi FSC E No Loose Watermilfoil Myriophyllum loxum E No Mudbank crown grass Pospolum dissectum E No Rough -leaf loosestrife Lysimochio asperulifolia E E No Sensitive joint vetch Aeschynomene virginica T T No Snowy Orchid Platanthera nivea T No Tennessee bladder -fern Cystopteris tennesseensis E No 19.4.4 CULTURAL RESOURCES A search of the North Carolina Department of Cultural Resources — State Historic Preservation Office (SHPO) GIS Web Service (httl2://ciis.ncdcr.ciov/hpoweb/, accessed November 6, 2017) showed no known significant historic or archeological resources on site or immediately adjacent to the site. While no impacts to such resources if they do occur are anticipated (because the site will be preserved without on-site disturbance), environmental screening for the mitigation plan phase of the project will include coordination with the SHPO. 19.4.5 CONSTRAINTS No constraints to site implementation such as conflicting right of ways or utility corridors are known to exist within the site. 19.5 CONCEPTUAL MITIGATION PLAN 19.5.1 WETLANDS Riparian wetland credits associated with priority 1 stream restoration and headwater restoration are anticipated for Reaches 1 — 4. Wetlands restored and enhanced beyond 50' from the center of the valley may produce riparian wetland credits. 19.5.2 STREAMS The approximately 32.9 -acre riparian area and 6,440 linear feet tributary to Bachelor Creek will be restored and placed under a conservation easement and the significant aquatic resources protected. A credit ratio The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 of 1:1 is proposed for the Headwater Restoration of Reaches 1 — 3 and a credit ratio of 1:1 with 20% bonus credits for a buffer width of 150' is proposed for Reach 4. This proposed mitigation would generate 6,968 stream credits. 19.5.3 NEUSE RIVER RIPARIAN BUFFERS No riparian buffer credits are proposed for this site. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 Greenville`© rc Wnston -New Bern Croatan 0 3 0 rc 70 9-6 Gl�ks Club Em ld ,: Clm C ub Trent Woods 17 ireneRd R" Y F" AI River Bend RNe, Bend G,R&C,untry Club 0 0 69 Legend user.=ael.kreppe Conservation Easement t_ 9 r7County Boundary 0 1.5 3 Miles Prepared For: Prepared By: Craven 30 Figure 1 AWeyerhaeuser Kimley)))Horn Vicinity Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Legend QConservation Easement Weyerhaeuser Properties 0 0 1,000 2,000 Feet Prepared For: Prepared By: Craven 30 Figure 2 A Weyerhaeuser Kimley>>Morn USGS Topographic Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 1958 Aerial Legend = Conservation Easement Feet 0 1,000 2,000 Prepared For: Prepared By: Craven 30 Figure 3 A Weyerhaeuser Kimley>»Horn Historic Aerials Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 MM ' °C fi3 46* Le L L Lt/ La cre �.e ~° Lc Lei L-0 Sri t CDC Cr LI CrB i N A. L La GOA vM GoA p LILa� r i La - 5 Ly' Legend user: 0l.kneppe 63 33 time: 6:03:33 PM Conservation Easement L 0 1,000 2,000 Feet Prepared For: Prepared By: Craven 30 Figure 4 A Weyerhaeuser Kimley>>Horn NRCS Soil Survey - Craven County Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Elevation AIVISL High : 40 Low: 15 4 0 Legend Conservation Easement Mitigation Approach #.,.• Headwater Restoration 0 1,000 2,000 Feet 0-NN.o Restoration (Priority 1) Prepared For: Prepared By: Craven 30 Figure 8 AWeyerhaeuser Kimley>Morn LiDAR Elevations Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Reach 4 (2,641 LF) Proposed Priority 1 stream restoration. Proposed buffer will extend 150' from both sides of the restored channel. Conservation Easement: 32.9 Acres Legend Q Conservation Easement Weyerhaeuser Properties Mitigation Approach ''+., Headwater Restoration ON -i Restoration (Priority 1) Prepared For: A Weyerhaeuser Reach 3 (1,150 LF) Proposed Headwater restoration. Fill existing ditched system and supplement existing vegetation with trees, shrubs, and herbaceous plantings. Establish buffer that is 100' to each side the centerline. Reach 2 (1,693 LF) Proposed Headwater restoration. Fill existing ditched system and supplement existing vegetation with trees, shrubs, and herbaceous plantings. Establish buffer that is 100' to each side the centerline. Prepared By: Kimley>>> Horn Reach 1 (956 LF) Proposed Headwater restoration. Fill existing ditched system and supplement existing vegetation with trees, shrubs, and herbaceous plantings. Establish buffer that is 100' to each side the centerline. 0 0 1,000 2,000 Feet Craven 30 Figure 9 Proposed Mitigation Plan Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 '., k � xlx • z E ''.� to �, V "3 } Reach 4 (2,641 LF) Proposed Priority 1 stream restoration. Proposed buffer will extend 150' from both sides of the restored channel. Conservation Easement: 32.9 Acres Legend Q Conservation Easement Weyerhaeuser Properties Mitigation Approach ''+., Headwater Restoration ON -i Restoration (Priority 1) Prepared For: A Weyerhaeuser Reach 3 (1,150 LF) Proposed Headwater restoration. Fill existing ditched system and supplement existing vegetation with trees, shrubs, and herbaceous plantings. Establish buffer that is 100' to each side the centerline. Reach 2 (1,693 LF) Proposed Headwater restoration. Fill existing ditched system and supplement existing vegetation with trees, shrubs, and herbaceous plantings. Establish buffer that is 100' to each side the centerline. Prepared By: Kimley>>> Horn Reach 1 (956 LF) Proposed Headwater restoration. Fill existing ditched system and supplement existing vegetation with trees, shrubs, and herbaceous plantings. Establish buffer that is 100' to each side the centerline. 0 0 1,000 2,000 Feet Craven 30 Figure 9 Proposed Mitigation Plan Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 20.1 PROJECT DESCRIPTION The Craven 26 site includes the restoration and enhancement of approximately 5,326 linear feet of a tributary to Bachelor Creek and associated riparian buffers that are currently within a stand of active timber production. The site will be restored to a headwater swamp transitioning to a bottomland hardwood riverine wetland and stream system and protected by an approximately 21.8 -acre conservation easement that provides buffers of 100 feet in the headwater area to 150 feet along each side of the downstream channels. Figure 9 shows the proposed mitigation plan for the site. Upstream of from the site, the land use is predominantly timber production with some agriculture. Very little commercial, industrial, or residential development exists currently within the local watershed. This site has a Relative Conservation Value of 7 within the tributaries to Bachelor Creek and along the Bachelor Creek corridor on the North Carolina Natural Heritage Program's scale of Biodiversity and Wildlife Habitat Assessment (BWHA), which provides a rating scale from 1 (moderate) to 9-10 (maximum value). A BWHA value is indicative of an area's capacity to support ecological functions and sustain biodiversity. In this area, the wetlands along Bachelor Creek are identified as depressional swamp forest with an overall wetland rating of Excellent. 20.2 SITE LOCATION The site is in Craven County approximately 10 miles west of New Bern (Figure 1). The site on may be accessed from Farrow Road from Tuscarora Road, which is south from U.S. Highway 70. 20.3 LAND OWNERSHIP Weyerhaeuser owns all parcels of land that comprise the site. Contact information is provided below: Weyerhaeuser NR Attn: Doug Hughes 406 Cole Road Hattiesburg, MS 39402 601-341-6054 The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 20.4 EXISTING CONDITIONS 20.4.1 EXISTING JURISDICTIONAL WATERS Reaches 2 and 3 appear to be perennial stream channels and Reach 1 appears to be a headwater stream system eventually transitioning to an intermittent channel just upstream of Reach 2. Based on field observations, it appears that the riparian area has been altered such that the hydrology and vegetation that indicate jurisdictional wetlands are no longer present. The USGS topographic map (Figure 2) and National Wetland Inventory (Figure 7) are in accord with this assessment. A wetland delineation will be prepared and included in the mitigation plan so that a jurisdictional determination may be made. Wetlands: The headwater restoration area begins in an area of Rains soils, which are classified as hydric and support wetland communities. The soil transitions to Lynchburg, which has a lower hydric rating. Within the valley of Bachelor Creek, hydric Leaf soils are present. Soils are shown in Figures 4 and 5 and Table 21.A. Currently, the riparian area is recently cleared loblolly pine plantation and lacks wetland hydrology. It is anticipated that with the stream restoration and planting of appropriate coastal plain riverine hardwood and herbaceous vegetation that the riparian area will be restored to wetland conditions. Table 21.A — On -Site Soils Map Unit Symbol r Map Unit Name Hydric Rating Ra Rains fine sandy loam 92 Ly Lynchburg fine sandy loam 10 Le Lenoir silt loam 8 La Leaf silt loam 90 CrB Craven silt loam 6 Streams: Bachelor Creek, which is the downstream receiving water for the site tributaries, is a Class C water with additional designations of nutrient sensitive (NSW) and swamp (Sw) and is a tributary to The Gut. While Bachelor Creek is currently supporting its use classification, the Neuse River estuary is impaired where The Gut joins it. The watershed areas associated with the reaches on this site are outlined in the table below. Table 21.13— Contributing Watershed Areas Upstream Watershed Area Upstream end of Reach 1 184 Acres Downstream end of Reach 3 445 acres Downstream end of Reach 2 808 acres The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 20.4.2 EXISTING REACH CONDITIONS Reach 1 is an extensively ditched headwater system with a NC SAM rating of Low. This low rating is primarily due to the fact that the system was ditched and disconnected from its historic valley/floodplain. Bank - height ratios within this system are approximately 4.5. Reach 2 of this site is incised with a bank -height ratio of approximately 5.0. The existing stream also has a NC SAM score of Low due to the entrenched state of the channel and the fact that it has no connection with its floodplain. A cross section of the existing channel is included in Appendix B and a photo of the cross section is included in Appendix A. Reach 3 is an incised channel with a drainage area of 423 acres and little to no buffer. 20.4.3 ENDANGERED/THREATENED SPECIES Craven County has a rich diversity of plant and animal life. Table 21.0 includes a full list of state and federally listed species known to occur in Craven County. Based on field investigations and current on-site conditions, suitable habitat is not present on-site for the listed native species. Care will be taken during restoration activities to restore the natural habitat that may support protected species. More detailed species surveys and information will be prepared as warranted during preparation of the Mitigation Plan for the site. Table 21.0 — Craven County Protected Species (NC Natural Heritage Program, https://www.ncnhp.org/data/species-community-search, updated August 18, 2017, accessed Novemher 6 7!)17.1 Suitable Habitat ommon a Present? _ Vertebrates Atlantic sturgeon Bald eagle Bridle shiner Eastern diamondback rattle snake American alligator Leatherback sea turtle Red knot Red -cockaded woodpecker West Indian manatee Invertebrate Eastern lampmussell Roanoke slabshell Vascular Plants Dwarf bladderwort Grassleaf arrowhead Raven's seedbox Shadowwitch American speedwell Acipenseroxyrinchus E E Potential Haliaeetus leucocepholus BGPA T Potential Notropis bifrenatus FSC E Potential Crotalus adamanteus FSC E Potential Alligator mississippiensis T (S/A) T No Dermochelys coriacea E E No Calidris canutus rufa T No Picoides borealis E E No Trichechus manatus E E No Lampsilis radiata Elliptic; roanokensis T FSC T Yes Yes Utricularia olivacea T Potential Sagittoria weatherbiana E Potential Ludwigia ravenii FSC T Potential Ponthieva racemosa T Potential Veronica americana T Potential The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 Drooping bulrush Scirpus lineatus Bog bluestem Andropogon mohrii Branched gerardia Agalinis virgata Carolina spleenwort Asplenium No heteroresiliens Chapman's redtop Tridens chapmanii Coastal goldenrod Solidago villosicarpo Eaton's ladies' tresses Spiranthes eatoni Estuary pipewort Eriocaulon porkeri Globe -fruit seedbox Ludwigia sphaerocarpa Godfrey's sandwort Minuartia godfreyi Loose Watermilfoil Myriophyllum laxum Mudbank crown grass Paspolum dissectum Rough -leaf loosestrife Lysimochio asperulifolia Sensitive joint vetch Aeschynomene virginica Snowy Orchid Platanthera nivea Tennessee bladder -fern Cystopteris tennesseensis 20.4.4 CULTURAL RESOURCES T Potential T No T No FSC E No T No FSC E No E No T No E No FSC E No E No E No E E No T T No T No E No A search of the North Carolina Department of Cultural Resources — State Historic Preservation Office (SHPO) GIS Web Service (http://gis.ncdcr.gov/hpoweb/, accessed November 6, 2017) showed no known significant historic or archeological resources on site or immediately adjacent to the site. While no impacts to such resources if they do occur are anticipated (because the site will be preserved without on-site disturbance), environmental screening for the mitigation plan phase of the project will include coordination with the SHPO. 20.4.5 CONSTRAINTS No constraints to site implementation such as conflicting right of ways or utility corridors are known to exist within the site. 20.5 CONCEPTUAL MITIGATION PLAN 20.5.1 WETLANDS Headwater restoration of Reach 1 and Priority 1 restoration of Reach 2 will re -connect the channels their historic floodplain and will likely result in enhancement or restoration of some of the adjacent riparian wetlands. At this stage, it is not possible to accurately predict the area of wetland mitigation that will be included with restoration of this system, but a small amount of wetland credit is anticipated. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 20.5.2 STREAMS The approximately 21.8 -acre riparian area and 5,326 linear feet tributary to Bachelor Creek will be restored, enhanced, and placed under a conservation easement and the significant aquatic resources protected. A credit ratio of 1:1 is proposed for the Headwater Restoration of Reaches 1 and 4, a ratio of 1:1 is proposed for the restoration of Reach 2 with a bonus of 20% for buffer widths of 150', and a credit ratio of 2.5:1 is proposed for the Enhancement of Reach 3 with a bonus of 20% for buffer widths of 150'. This proposed mitigation would generate 5,539 stream credits. 20.5.3 NEUSE RIVER RIPARIAN BUFFERS No riparian buffer credits are proposed for this site. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 Greenville sn Kinston - Nev: Bern roar, n 0 17 Emeo U GoX Club • Gie Trent Woods gd G% -k River Bend t R— Bend Goff & Country Club i .inn Legend U..r: rniOael.kneppe time: 4:49:53 PM Conservation Easement 0 1.5 3 Miles County Boundary Prepared For: Prepared By: Craven 26 Figure 1 AWeyerhaeuser Kimiley>Morn Vicinity Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Legend Q Conservation Easement Weyerhaeuser Properties 0 user: mchael.knep 0 1,000 2,000 Feet 7-773 Prepared For: Prepared By: Craven 26 Figure 2 A Weyerhaeuser Kimley»)Horn USGS Topographic Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 ' 1958 Aerial 1977 Aerial Legend QConservation Easement 2010 Aerial s, K user . kyle.hakhin Hme: 6:04:40 PM Feet 0 1,500 3,000 Prepared For. Prepared By: Craven 26 Figure 3 A Weyerhaeuser Kimley>Morn Historic Aerials Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 N A AGRICULTURE SERVICE Lc 1 CryLef Ly Le C rA .". CrF La Le Ra L IOD �.� - . • " Ld ; t-ygL J � r •. t .t t S Lir - Le a i L. e ~ IY user: rNchaeLk Legend 0 1,000 2,000 Feet Conservation Easement �3 x Prepared For: Prepared By. Craven 26 Figure 4 A Weyerhaeuser Kimley>>)Horn NRCS Soil Survey - Craven County Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Map unit s mbol Map unit name Hydric Rating CrB Craven silt loam, 1 to 4 percent slopes 6 GoA Goldsboro loamy fine sand, 0 to 2 percent slopes 6 La Leaf silt loam 90 Le Lenoir silt loam 8 Ly Lynchburg fine sandy loam, 0 to 2 percent .slopes, Atlantic Coast Flatwoods 10 MM Masontown mucky fine sandy loam and Muckalee sand loam fre uentl flooded 70 Ra lRains fine sandy loam, 0 to 2 percent slopes, 92 CrB N A La L,`e CrB Legend 0 1,000 2,000 Feet Q Conservation Easement Prepared For: Prepared By: Craven 26 Figure 5 A Weyerhaeuser Kimley>>Morn Hydric Soils Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 + N Reach 3 (654 LF) Enhancement of existing 4 +` system by establishing a buffer and conservation easement of 150' wide to each side of the channel. Conservation Easement: 21.8 Acres Reach 2 (2,766 LF) Proposed priority 1 restoration and establishment of buffer ^ 150' to each side of the channel. Y r 1 Reach 1 (1,097 LF) Proposed headwater•' ' • • `. restoration. Fill existing ditched system and supplement existing vegetation with trees, r shrubs and herbaceous plantings. Establish a buffer that is 100' to each side of the valley centerline F Reach 4 (809 LF) Proposed headwater restoration. Fill existing ditched system and supplement existing vegetation with trees, shrubs and herbaceous plantings. Establish a buffer that is 100' to each side of the vallev centerline Legend Q Conservation Easement Weyerhaeuser Properties Mitigation Approach * `..- Headwater Restoration i -N, -o Restoration (Priority 1) Enhancement 2 Prepared For: A Weyerhaeuser 0 500 1,000 Feet 7-773 Prepared By: Craven 26 Figure 9 KimlepMorn Proposed Mitigation Plan Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 21.1 PROJECT DESCRIPTION The Thorofare Swamp site includes approximately 5,954 linear feet of stream restoration (priority 1 &2) and 1,187 linear feet of headwater restoration and approximately 49.8 acres of nonriparian wetland enhancement of Thorofare Swamp and associated riparian buffers that are currently within areas of active timber production. The site will be restored to a headwater swamp transitioning to a bottomland hardwood riverine wetland and stream system and will be protected by an approximately 95.3 -acre conservation easement that provides buffers of 100 feet in the headwater area 150 feet along each side of the downstream restoration reach. The nonriparian wetland enhancement area consists of approximately 49.8 acres above the proposed headwater stream restoration reach. Figure 9 shows the proposed mitigation plan for the site. Upstream of the site, the land use is predominantly agriculture, including row crops, animal production, and timber production. Very little commercial, industrial, or residential development exists currently. The proposed stream restoration is currently within an area of managed timber with a limited riparian buffer. This stream has historically been manipulated for timber production. This site has a Relative Conservation Value of 6 throughout the project area on the North Carolina Natural Heritage Program's scale of Biodiversity and Wildlife Habitat Assessment (BWHA), which provides a rating scale from 1 (moderate) to 9-10 (maximum value). A BWHA value is indicative of an area's capacity to support ecological functions and sustain biodiversity. 21.2 SITE LOCATION The site is in Pitt County, approximately 13 1/4 miles north northwest of Vanceboro and 27 miles north of New Bern (Figure 1). The site is west of Highway 17 and is accessed from Hubert Boyd Rd just east of its intersection with Black Jack Simpson Rd (Figure 2). 21.3 LANDOWNERSHIP The site is located on land owned by Weyerhaeuser. Contact information is provided below: Weyerhaeuser NR Attn: Doug Hughes 406 Cole Road Hattiesburg, MS 39402 601-341-6054 The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 21.4 EXISTING CONDITIONS 21.4.1 EXISTING JURISDICTIONAL WATERS Reach 1 of Thorofare Swamp appears to be a headwater stream system gradually transitioning to an intermittent channel just upstream of reach 2 which appears to be perennial. The area adjacent to and above the headwater system has been manipulated through forestry practices and limited ditching, but the area appears to maintain jurisdictional wetland characteristics except immediately adjacent to the channel. The stream channel is likely jurisdictional. A wetland delineation will be prepared and included in the mitigation plan so that a jurisdictional determination may be made. Wetlands: The site is underlain predominantly by hydric soils (Figures 4 and 5; Table 15.A), which are characteristic of coastal plain swamp systems. The Thorofare Swamp area is dominated by pine plantation with limited occurrence of hardwood species. The herbaceous layer, where present, is dominated by giant cane (Arundinaria gigantea) and blackberry (Rubus Q. Table 15.A — On -Site Soils rMap Unit Symbol Map Unit Name Hydric Rating By Byars loam 90 Le Leaf silt loam 90 Streams: Thorofare Swamp is a Class C water with additional designations of nutrient sensitive (NSW) and swamp (Sw). The drainage areas to the upstream extent of the on-site stream headwater system (Reach 1) and downstream extent of Reach 2 are included in Table 19.0 below. It should be noted that baseflow and seasonal flow for these headwater systems (Reach 1) is typically dependent on the size of drainage area as measured from the upstream extent of the system. Reach 1 is a zero -order stream and Reach 2 is a first order stream. Table 15.13— Contributing Watershed Areas Key Watershed Measurement Location Upstream Watershed Area Upstream end of Reach 1 0.5 miz Downstream end of Reach 2 1.15 mit 21.4.2 EXISTING REACH CONDITIONS Reaches 1 and 2 have been channelized, have little to no hardwood buffer, and are incised. They both have an NC SAM rating of Low. This rating is primarily due to the system having no buffer, a lack of in -stream habitat, a lack of stream -side habitat, and lack of access to the adjacent floodplain due to the past ditching of the stream channel. The existing system classifies as an incised G6 stream channel. Appendix A includes a photo of the existing channel. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 21.4.3 ENDANGERED/THREATENED SPECIES Table 1S.0 includes a full list of state and federally listed species known to occur in Pitt County and a preliminary determination of whether suitable habitat may exist on site for each species. More detailed species surveys and information will be prepared as warranted during preparation of the Mitigation Plan for the site. Table 15.0 — Pitt County Protected Species (NC Natural Heritaqe Proqram, https://www.ncnhp.orq/data/species-community-search, updated Auqust 18, 2017, accessed November 6, 2017.) on Name 7brra sesturgeon Bald eagle Scientific Name Acipenserbrevirostorum Halioeetus leucocepholus Federal Status E BGPA State Status E T uitable Habitat Present? No Yes Atlantic sturgeon Acipenser oxyrinchus E E No American alligator Alligator mississippiensis T (S/A) T No West Indian manatee Trichechus manatus E E No Least Brook Lamprey Lompetra aepyptera T Potential Carolina madtom Noturus furiosus FSC T Potential Red -cockaded woodpecker Invertebrate Atllantic pigtoe Picoides borealis Fisconia masoni E FSC E E Potential Yes Tar River spinymussel Elliptio steinstansona E E Yes Eastern lampmussell Lompsilis radiata T Yes Yellow lampmussel Lamsilis coriosa FSC E Yes Triangle floater Alasmidonto undulato FSC T Yes Green floater Losmigona subviridis FSC E Yes Tidewater mucket Leptodea ochracea T Yes Eastern pondmussl Ligumia nasuto T Yes Creeper Strophitis undulatus T Yes Roanoke slabshell Vascular Plants Grassleaf arrowhead Elliptio roanokensis Saaittaria weatherbiana FSC T E Yes Yes 21.4.4 CULTURAL RESOURCES A search of the North Carolina Department of Cultural Resources — State Historic Preservation Office (SHPO) GIS Web Service (http://gis.ncdcr.gov/hpoweb/, accessed April 4, 2018) showed no known significant historic or archeological resources on site or immediately adjacent to the site. Because the project will include land disturbance during construction, environmental screening for the mitigation plan phase of the project will include coordination with the SHPO. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 21.4.5 CONSTRAINTS No constraints to site implementation such as conflicting right of ways or utility corridors are known to exist within the site. 21.5 CONCEPTUAL MITIGATION PLAN 21.5.1 WETLANDS Priority 1 restoration of Reach 1 will re -connect the channel with its historic floodplain and will likely result in enhancement or restoration of some of the adjacent riparian wetlands. At this stage, it is not possible to accurately predict the area of wetland mitigation that will be included with restoration of this system, but a small amount of wetland credits is anticipated. Additionally, approximately 49.8 acres of nonriparian wetland will be enhanced by removing pine plantation from the site, restoring natural topography, and replanting with native wetland hardwood species. 21.5.2 STREAMS Approximately 7,141 linear feet of Thorofare Swamp will be restored (headwater restoration, priority 1&2 restoration), placed under a conservation easement and the resources protected. A priority 1&2 restoration approach is proposed for Reach 2. The contributing drainage area is 1.15 square miles which shows that the channel should have sufficient drainage area to qualify for priority 1&2 restoration as opposed to a headwater restoration approach. Proposed restoration activities will include raising the channel invert to re -connect it with its historic valley/floodplain, providing appropriate dimension, pattern and profile for the re-established channel, and enhancement of historic riparian wetlands adjacent to the restored channel. A buffer width of 100 feet on both sides of the channel is proposed for this system. A credit ratio of 1:1 for the Reach 1 headwater system (as measured along the valley centerline) is proposed for this site. The proposed credit ratio for the priority 1 &2 restoration of Reach 2 is 1:1 with a 20% bonus for the extra wide buffers of 150' on both sides of the channel. This would result 8,331 stream credits. 21.5.3 NEUSE RIVER RIPARIAN BUFFERS No riparian buffer credits are proposed for this site. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank Prospectus April 2018 Green Ile 1 J\O Ayden \ Rd C ;3' 102. Pry 6� m r c / a / i / E I rsA3{ � I r I � I I - } I D Q' 0 QD Q H � � o ° 8 In Y n • Iil<J `a Legend CountyBoundary 0 1 2 Miles Conservation Easement yC' Prepared For: Prepared By: Thorofare Swamp Figure 1 A Weyerhaeuser Kimley>»Horn Vicinity Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 0 Legend Conservation Easement 0 1,000 2,000 Feet Weyerhaeuser Properties Prepared For Prepared By: Thorofare Swamp Figure 2 A Weyerhaeuser Kimley>))Horn USGS Topographic Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Legend Conservation Easement 1993 Aerial 0 1,000 2,000 Feet Prepared For: Prepared By: Thorofare Swamp Figure 3 A Weyerhaeuser Kimley>))Horn Historic Aerials Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 LAA tK Poo N * a OV - r: i . � .. fir' .-• '•,. I - Sly �Y Y � •`y k i L* ®y CAA Le crA No LOA LA { A CrA _ fly 140 . A - r Na Legend 0 1,000 2,000 Feet LConservation Easement 7-773 Prepared For. Prepared BY: Thorofare Swamp Figure 4 A Weyerhaeuser Kimley>>>Horn NRCS Soil Survey - Pitt County Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Downstream Drainage Area: 0.48 sq mi [SMA, Mr Legend Stream Contributing Watershed Conservation Easement Mitigation Approach Restoration (Priority 1) Restoration (Priority 2) Downstream Drainage Area: 1.15 sq mi 0 1,000 2,000 Feet .:, Headwater Restoration 77777-771 Prepared For Prepared By: Thorofare Swamp Figure 6 A Weyerhaeuser Kimley>»Horn Watershed Map Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 Elevation AIVISL 50' 30' k7 it no Legend Conservation Easement Mitigation Approach Restoration (Priority 1) Restoration (Priority 2) 0 1,000 2,000 Feet 7-773 Headwater Restoratioio n Prepared For Prepared By: Thorofare Swamp Figure 8 AWeyerhaeuser Kimley>Morn LOAR Elevations Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 I Conservation Easement: 95.3 Acres N I i I Nonriparian wetland enhancement: 49.8Acres` e a Reach 1 (1,187 LF) Proposed headwater restoration. Fill existing ditched system and supplement existing vegetation with trees, shrubs and herbaceous plantings. Establish a buffer that is a minimum of 1 00'to each side of the valley centerline. Legend ryr ' Conservation Easement Weyerhaeuser Properties t Proposed Nonriparian Wetland Enhancement Mitigation Approach '� .':, ..-. •gin .,..,.scw- �.y a Restoration (Priority 1) Restoration (Priority 2) 0 1,000 2,000 Feet Headwater Restoration 7-773 Prepared For Prepared By: Thorofare Swamp Figure 9 A Weyerhaeuser Kimley>»Horn Proposed Mitigation Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 -. - -- M - Reach 2 (5,954 LF) - Restore channel and adjacent wetlands using Priority 1 (1,725 LF) and Priority 2 Restoration (4,229 LF) by returning flow .: to the valley. Existing channel has been historically s' ditched and straightened. A conservation easement r' rs ~y will be put in place along the existing buffer which A will average 150' wide along both sides of the valley. Legend ryr ' Conservation Easement Weyerhaeuser Properties t Proposed Nonriparian Wetland Enhancement Mitigation Approach '� .':, ..-. •gin .,..,.scw- �.y a Restoration (Priority 1) Restoration (Priority 2) 0 1,000 2,000 Feet Headwater Restoration 7-773 Prepared For Prepared By: Thorofare Swamp Figure 9 A Weyerhaeuser Kimley>»Horn Proposed Mitigation Middle Neuse Stream and Wetland Umbrella Mitigation Bank 4/5/2018 References "NC Surface Water Classifications." NC Surface Water Classifications, NC DEQ, 2017, ncdenr.maps.arcgis.com/apps/webappviewerlindex.html?id=6el25ad7628f494694e259c80dd642 65. 2014 303d and Integrated Report. 2014. Geographic Information System (GIS) data. NCDENR, Raleigh, NC. Available at ncdenr.maps.arcgis.com/apps/Viewer/index.html?appid=bd3ad327aeea4dl a9802eel205cOb2ce. (Accessed: 01 October 2017). "2016 Census Test." Census.gov, www.census.gov/2016censustest. Breeding, Rob. Neuse River Basin Restoration Priorities 2070, files.nc.gov/ncdeq/Mitigation%20Services/Watershed_Planning/Neuse_River_Basin/FINAL%20RBR P%20Neuse%202010_%2020111207%2000RRECTED. pdf. "North Carolina Department of Environmental Quality." NC DEQ, deq.nc.gov/about/divisions/water- resources/planning/nonpoint-source-management/nutrient-strategies/neuse. NCDENR 2008. One NC Naturally Conservation Planning Tool Detailed Report. Raleigh: Office of Conservation, Planning, and Community Affairs, North Carolina Department of Environment and Natural Resources. The Middle Neuse Stream and Wetland Umbrella Mitigation Bank I Prospectus April 2018 1 Appendix A —Photo Pages Photo 1— Beouford 56 — Reach 1 Photo 3 — Craven 3 — Reach 1 Photo 2 — Craven 12 — Reach 1 Photo 4 — Craven 1— Reach 1 _ L h 'a AM er r y llr� i r4 8 _ E s I �i v S 7 P �.. Photo 13 — Beauford 56-B —Reach 5 Photo 15 — Beouford 56-C— Reach 3 Photo 14 — Bea uford 56-C— Reach 1 Photo 16 — Craven 75 — Reach 1 d i Y w �= M I': E a: Ph o to 25 — Thorofare Swamp —Downstream Photo 26— Thorofare Swamp—Wetland Enhancement Area Appendix — GeomorphicCross-Sections O 4-0m _N W Beaufort 56 - Al o Ground Points Bankfull Indicators v Water Surface Points Wbkf = 4.17 Dbkf = .76 Abkf = 3.17 0 20 40 60 80 100 Horizontal Distance (ft) RIVERMORPH CROSS SECTION SUMMARY River Name: Neuse 02 Oct. 25th Reach Name: Beaufort 56 Cross Section Name: Beaufort 56 - Al Survey Date: 10/27/2017 ---------------------------------------------------------------------- Cross Section Data Entry BM Elevation: 0 ft Backsight Rod Reading: 0 ft TAPE 5 13 18 21 25 28 30.5 31 31.8 32.4 33 34.8 36.5 40 45 50 55 60 66 80 =S ELEV NOTE ------------------------------------------------------- 90.5 Floodprone Elevation (ft) 90.63 89.46 ----- 90.58 88.34 90.96 Floodprone width (ft) 90.43 ----- ----- 90.09 Top of bank 88.72 bench 87.22 toe of bank 87.24 CH, Thalweg 87.24 Maximum Depth (ft) 87.44 toe of bank 88.34 BKF, bench 89.32 Bankfull Area (sq ft) 90.85 3.17 ----- 90.97 ground 92.62 Hydraulic Radius (ft) 94.14 0.61 ----- 92.26 30.63 90.6 End BKF Station 90.7 34.8 ----- ---------------------------------------------------------------------- Cross Sectional Geometry ---------------------------------------------------------------------- ---------------------------------------------------------------------- Entrainment Calculations ---------------------------------------------------------------------- Entrainment Formula: Rosgen Modified Shields Curve Channel Left Side Right Side Slope 0 0 0 Channel Left Right Floodprone Elevation (ft) 89.46 89.46 ----- Bankfull Elevation (ft) 88.34 88.34 ----- Floodprone width (ft) 7.67 ----- ----- Bankfull width (ft) 4.17 41.87 ----- Entrenchment Ratio 1.84 ----- ----- Mean Depth (ft) 0.76 0.76 ----- Maximum Depth (ft) 1.12 1.12 ----- width/Depth Ratio 5.49 55.17 ----- Bankfull Area (sq ft) 3.17 3.17 ----- wetted Perimeter (ft) 5.23 5.23 ----- Hydraulic Radius (ft) 0.61 0.61 ----- Begin BKF Station 30.63 30.63 ----- End BKF Station 34.8 34.8 ----- ---------------------------------------------------------------------- Entrainment Calculations ---------------------------------------------------------------------- Entrainment Formula: Rosgen Modified Shields Curve Channel Left Side Right Side Slope 0 0 0 Shear Stress (lb/sq ft) Movable Particle (mm) O m _N W Beaufort 56 - A2 o Ground Points Bankfull Indicators v Water Surface Points Wbkf = 4.43 Dbkf = .39 Abkf = 1.72 0 20 40 60 80 Horizontal Distance (ft) RIVERMORPH CROSS SECTION SUMMARY River Name: Neuse 02 Oct. 25th Reach Name: Beaufort 56 Cross Section Name: Beaufort 56 - A2 Survey Date: 10/27/2017 ---------------------------------------------------------------------- Cross Section Data Entry BM Elevation: 0 ft Backsight Rod Reading: 0 ft TAPE 2 9 13 16 19 23 26.5 29.2 31 32 33 36.5 42 49 52 55 58 63 70 =S ELEV NOTE ------------------------------------------------------- 91.05 Right 91.13 93.63 92.76 93.63 93.8 91.08 92.4 91.08 91.15 67.15 91.16 Top of Bank 89.17 BKF 88.63 50.74 88.53 CH, Thalweg 88.77 ----- 91 Top of Bank 90.75 0.68 90.91 2.55 92.21 2.55 93.06 54.79 91.53 74.62 90.75 21.61 90.61 21.57 ---------------------------------------------------------------------- Cross Sectional Geometry ---------------------------------------------------------------------- ---------------------------------------------------------------------- Entrainment Calculations ---------------------------------------------------------------------- Entrainment Formula: Rosgen Modified Shields Curve Channel Left Side Right Side Slope 0 0 0 Shear Stress (lb/sq ft) Channel Left Right Floodprone Elevation (ft) 93.63 93.63 93.63 Bankfull Elevation (ft) 91.08 91.08 91.08 Floodprone width (ft) 67.15 ----- ----- Bankfull width (ft) 34.52 17.26 50.74 Entrenchment Ratio 1.94 ----- ----- Mean Depth (ft) 0.63 0.02 0.68 Maximum Depth (ft) 2.55 0.03 2.55 width/Depth Ratio 54.79 1150.67 74.62 Bankfull Area (sq ft) 21.61 0.04 21.57 wetted Perimeter (ft) 36.48 2.66 33.83 Hydraulic Radius (ft) 0.59 0.01 0.64 Begin BKF Station 2 2 26.61 End BKF Station 70 4.63 70 ---------------------------------------------------------------------- Entrainment Calculations ---------------------------------------------------------------------- Entrainment Formula: Rosgen Modified Shields Curve Channel Left Side Right Side Slope 0 0 0 Shear Stress (lb/sq ft) O 4-0m _N W Beaufort 56 - A3 o Ground Points Bankfull Indicators v Water Surface Points Wbkf = 4.21 Dbkf = .55 Abkf = 2.3 0 20 40 60 80 100 Horizontal Distance (ft) RIVERMORPH CROSS SECTION SUMMARY River Name: Neuse 02 Oct. 25th Reach Name: Beaufort 56 Cross Section Name: Beaufort 56 - A3 Survey Date: 10/27/2017 Cross Section Data Entry BM Elevation: 0 ft Backsight Rod Reading: 0 ft TAPE FS ELEV NOTE ---------------------------------------------------------------------- 2 0 91.35 93.33 18 0 91.18 90.56 27 0 91.68 ----- 31 0 93.56 31.15 33.2 0 94.22 ----- 39 0 92.79 0.25 43 0 91.58 1.74 48 0 91.55 124.6 50.5 0 90.81 Top of Bank 53 0 89.88 9.36 53.5 0 88.63 BKF, Bench 54 0 88.26 LEw, Toe of Bank 56 0 87.79 CH, Thalweg 57.3 0 88.1 REw, Toe of Bank 59 0 90.32 Top of Bank 63 0 91.01 70 0 91.17 89 0 90.39 ---------------------------------------------------------------------- Cross Sectional Geometry ---------------------------------------------------------------------- ---------------------------------------------------------------------- Entrainment Calculations ---------------------------------------------------------------------- Entrainment Formula: Rosgen Modified Shields Curve Channel Left Side Right Side Slope 0 0 0 shear stress (lb/sq ft) Movable Particle (mm) Channel Left Right Floodprone Elevation (ft) 93.33 93.33 93.33 Bankfull Elevation (ft) 90.56 90.56 90.56 Floodprone width (ft) 80.7 ----- ----- Bankfull width (ft) 13.36 6.68 31.15 Entrenchment Ratio 6.04 ----- ----- Mean Depth (ft) 1.02 1.79 0.25 Maximum Depth (ft) 2.77 2.77 1.74 width/Depth Ratio 13.1 3.73 124.6 Bankfull Area (sq ft) 13.61 11.96 1.66 wetted Perimeter (ft) 15.83 9.96 9.36 Hydraulic Radius (ft) 0.86 1.2 0.18 Begin BKF Station 51.17 51.17 57.85 End BKF Station 89 57.85 89 ---------------------------------------------------------------------- Entrainment Calculations ---------------------------------------------------------------------- Entrainment Formula: Rosgen Modified Shields Curve Channel Left Side Right Side Slope 0 0 0 shear stress (lb/sq ft) Movable Particle (mm) O m _N W Beaufort 56 - A4 o Ground Points Bankfull Indicators v Water Surface Points Wbkf = 9.92 Dbkf = .66 Abkf = 6.59 0 50 100 150 Horizontal Distance (ft) RIVERMORPH CROSS SECTION SUMMARY River Name: Neuse 02 Oct. 25th Reach Name: Beaufort 56 Cross Section Name: Beaufort 56 - A4 Survey Date: 10/27/2017 Cross Section Data Entry BM Elevation: 0 ft Backsight Rod Reading: 0 ft TAPE FS ELEV NOTE ---------------------------------------------------------------------- 2 0 92.44 96.96 8 0 93.37 93.17 12.5 0 94.14 ----- 16 0 94.31 81.97 24 0 94.41 ----- 31 0 92.65 1.38 35 0 92.04 3.79 39 0 92.32 59.4 44 0 93.08 60.19 46 0 92.9 Top of bank 48.3 0 90.63 BKF, Bankfull Bench 48.6 0 90.04 LEw, Toe of Bank 50 0 89.76 106.96 51.7 0 90.02 54 0 89.83 55 0 89.38 CH, Thalweg 56.2 0 89.9 REw, Toe of bank 60.5 0 93.25 Top of bank 69 0 93.53 Edge of road 78 0 94.05 Center of road 87.5 0 93.71 Edge of road 100.5 0 92.75 Top of ditch 101.5 0 90.73 103 0 90.54 105 0 91.02 107 0 93.21 ---------------------------------------------------------------------- Cross Sectional Geometry ---------------------------------------------------------------------- ---------------------------------------------------------------------- Entrainment Calculations Channel Left Right Floodprone Elevation (ft) 96.96 96.96 96.96 Bankfull Elevation (ft) 93.17 93.17 93.17 Floodprone width (ft) 105 ----- ----- Bankfull width (ft) 48.33 22.99 81.97 Entrenchment Ratio 2.17 ----- ----- Mean Depth (ft) 1.28 0.37 1.38 Maximum Depth (ft) 3.79 0.73 3.79 width/Depth Ratio 37.76 62.99 59.4 Bankfull Area (sq ft) 61.91 1.72 60.19 wetted Perimeter (ft) 54.26 5.5 48.76 Hydraulic Radius (ft) 1.14 0.31 1.23 Begin BKF Station 2 2 28.93 End BKF Station 106.96 6.71 106.96 ---------------------------------------------------------------------- Entrainment Calculations Entrainment Formula: Rosgen Modified shields curve channel Left side Right side slope 0 0 0 shear stress (lb/sq ft) Movable Particle (mm) O m _N W Beaufort 56 - B1 o Ground Points Bankfull Indicators v Water Surface Points Wbkf = 11.1 Dbkf = .87 Abkf = 9.72 0 20 40 60 80 100 Horizontal Distance (ft) RIVERMORPH CROSS SECTION SUMMARY River Name: Neuse 02 Oct. 25th Reach Name: Beaufort 56 Cross Section Name: Beaufort 56 - B1 Survey Date: 10/27/2017 ---------------------------------------------------------------------- Cross Section Data Entry BM Elevation: 0 ft Backsight Rod Reading: 0 ft TAPE FS ELEV NOTE ---------------------------------------------------------------------- 2 0 92.6 Edge of hardwood 7 0 92.13 89.35 11 0 93.39 ----- 15 0 94.42 5.57 23 0 92.17 ----- 28 0 90.29 0.56 34 0 89.77 BKF, Top of Bank 36.2 0 88.4 LEw 37.3 0 87.86 3.13 39 0 87.76 CH, Thalweg 40.3 0 87.87 0.37 41.6 0 88.36 REw 43.3 0 89.22 Top of Bank 42.8 0 88.94 BKF 55 0 90.6 59.5 0 91.85 73 0 92.43 90 0 93.46 Edge of hardwood ---------------------------------------------------------------------- Cross Sectional Geometry ---------------------------------------------------------------------- ---------------------------------------------------------------------- Entrainment Calculations ---------------------------------------------------------------------- Entrainment Formula: Rosgen Modified Shields Curve Channel Left Side Right Side Slope 0 0 0 shear stress (lb/sq ft) Movable Particle (mm) Channel Left Right Floodprone Elevation (ft) 90.94 90.94 90.94 Bankfull Elevation (ft) 89.35 89.35 89.35 Floodprone width (ft) 29.95 ----- ----- Bankfull width (ft) 11.14 5.57 5.57 Entrenchment Ratio 2.69 ----- ----- Mean Depth (ft) 0.87 1.18 0.56 Maximum Depth (ft) 1.59 1.59 1.49 width/Depth Ratio 12.8 4.7 9.95 Bankfull Area (sq ft) 9.72 6.59 3.13 wetted Perimeter (ft) 12.94 7.46 8.45 Hydraulic Radius (ft) 0.75 0.88 0.37 Begin BKF Station 34.67 34.67 40.24 End BKF Station 45.81 40.24 45.81 ---------------------------------------------------------------------- Entrainment Calculations ---------------------------------------------------------------------- Entrainment Formula: Rosgen Modified Shields Curve Channel Left Side Right Side Slope 0 0 0 shear stress (lb/sq ft) Movable Particle (mm) 1 Craven 26 o Ground Points Bankfull Indicators v Water Surface Points Wbkf = 7.43 Dbkf = .89 Abkf = 6.59 0 20 40 60 80 100 Horizontal Distance (ft) RIVERMORPH CROSS SECTION SUMMARY River Name: Neuse 02 Oct. 25th Reach Name: Craven 26 Cross Section Name: Craven 26 Survey Date: 11/06/2017 Cross Section Data Entry BM Elevation: 0 ft Backsight Rod Reading: 0 ft TAPE FS ELEV NOTE ---------------------------------------------------------------------- 2 0 95.73 100.07 13 0 94.42 93.57 19 0 94.99 ----- 27 0 93.74 38.41 30 0 94.97 ----- 33.3 0 93.34 1.82 36 0 94.56 6.5 44.2 0 94.76 Top of bank 51 0 91.2 70.01 55.6 0 87.28 48.18 56.4 0 87.31 LEw, Edof water 57.2 0 87.07 ye CH, Thalweg 59 0 87.07 97 59.8 0 87.31 REw, Edge of water 61.8 0 88.33 BKF 66 0 92.11 69 0 93.57 Top of bank 74 0 92.4 83 0 91.95 86 0 92.52 89 0 91.74 97 0 92.73 ---------------------------------------------------------------------- Cross Sectional Geometry ---------------------------------------------------------------------- ---------------------------------------------------------------------- Entrainment Calculations ---------------------------------------------------------------------- Entrainment Formula: Rosgen Modified Shields Curve Channel Left Right Floodprone Elevation (ft) 100.07 100.07 100.07 Bankfull Elevation (ft) 93.57 93.57 93.57 Floodprone width (ft) 95 ----- ----- Bankfull width (ft) 51.5 25.76 38.41 Entrenchment Ratio 1.84 ----- ----- Mean Depth (ft) 2.22 3.4 1.82 Maximum Depth (ft) 6.5 6.5 6.5 width/Depth Ratio 23.2 7.57 21.1 Bankfull Area (sq ft) 114.57 44.55 70.01 wetted Perimeter (ft) 56.94 21.76 48.18 Hydraulic Radius (ft) 2.01 2.05 1.45 Begin BKF Station 32.83 32.83 58.59 End BKF Station 97 58.59 97 ---------------------------------------------------------------------- Entrainment Calculations ---------------------------------------------------------------------- Entrainment Formula: Rosgen Modified Shields Curve channel Left side Right side slope 0 0 0 shear stress (lb/sq ft) Movable Particle (mm) O 4-0m _N W Craven 30 o Ground Points Bankfull Indicators v Water Surface Points Wbkf = 9.24 Dbkf = 1.06 Abkf = 9.82 0 20 40 60 80 100 Horizontal Distance (ft) RIVERMORPH CROSS SECTION SUMMARY River Name: Neuse 02 Oct. 25th Reach Name: Craven 30 Cross Section Name: Craven 30 Survey Date: 11/06/2017 Cross Section Data Entry BM Elevation: 0 ft Backsight Rod Reading: 0 ft TAPE FS ELEV NOTE ---------------------------------------------------------------------- 0 0 90.5 Edge of road 12 0 90.84 94.77 14 0 91.49 91.45 16 0 91.13 ----- 19 0 91.17 56.77 28 0 94.15 ----- 31 0 92.63 1.1 33 0 91.53 3.32 35 0 91.34 51.61 37 0 91.68 36.36 39 0 91.56 Top of bank 39.8 0 89.9 BKF 41.5 0 89.15 33.84 44.2 0 88.67 LEw, Edge of water 45.2 0 88.16 46 0 88.13 CH, Thalweg 47 0 88.32 47.8 0 88.66 REw, Edge of water 48.6 0 89.39 50.3 0 91.34 Top of bank 54 0 91.18 56 0 92.03 59 0 93 64 0 92.81 69 0 90.83 73 0 91.17 78 0 90.62 83 0 90.42 Edge of buffer ---------------------------------------------------------------------- Cross Sectional Geometry ---------------------------------------------------------------------- Channel Left Right Floodprone Elevation (ft) 94.77 94.77 94.77 Bankfull Elevation (ft) 91.45 91.45 91.45 Floodprone width (ft) 83 ----- ----- Bankfull width (ft) 52.45 26.23 56.77 Entrenchment Ratio 1.58 ----- ----- Mean Depth (ft) 0.91 0.58 1.1 Maximum Depth (ft) 3.32 0.95 3.32 width/Depth Ratio 57.64 45.53 51.61 Bankfull Area (sq ft) 47.6 11.24 36.36 wetted Perimeter (ft) 57.4 20.63 36.78 Hydraulic Radius (ft) 0.83 0.54 0.99 Begin BKF Station 0 0 33.84 End BKF Station 83 19.85 83 ---------------------------------------------------------------------- Entrainment Calculations ---------------------------------------------------------------------- Entrainment Formula: Rosgen Modified Shields Curve Channel Left Side Right Side Slope 0 0 0 shear stress (lb/sq ft) Movable Particle (mm) O 4-0m _N W Craven 75 o Ground Points Bankfull Indicators v Water Surface Points Wbkf = 13.5 Dbkf = .32 Abkf = 4.31 0 50 100 150 200 Horizontal Distance (ft)