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HomeMy WebLinkAbout20140044 Ver 1_Mitigation Plans_20140312To: Eric Kulz, NC DWR From: Heather Smith, Project Manager, EEP RE: Revised Draft Final Mitigation Plan Hofler EEP Project #: 95355 Chowan 03010203, Gates County Date: March 10, 2014 Here are two hardcopies of the Draft Final Mitigation Plan for the Hofler Wetland Restoration Project for your review. This document was posted on the EEP Portal, March 6, 2014. Please forward to the appropriate DWR Field Representative for their review. MITIGATION PLAN Hofler Property Gates County, North Carolina EEP Project ID #: 95355 EEP Contract #: 004628 Chowan River Basin CU 03010203 USACE Action ID #: SAW- 2012 -01393 Prepared for: i 0systoll I -AA i(It, A&A NC Department of Environment and Natural Resources Ecosystem Enhancement Program 1652 Mail Service Center Raleigh, NC 27699 -1652 RECEIVED , i 0 2014 ECOSYSTEM EN P"� CEMENT PRGGRAM MITIGATION PLAN Hofler Property Gates County, North Carolina EEP Project #: 95355 EEP Contract #: 004628 Chowan River Basin CU 03010203 USACE Action ID #: SAW- 2012 -01393 Prepared for: rN F�as'.Ysteni f'hf)GRAM NC Department of Environment and Natural Resources Ecosystem Enhancement Program 1652 Mail Service Center Raleigh, NC 27699 -1652 Prepared by: AL BEMARL E RES TORA TIONS WETLAND RESTORATION, STREAM RESTORATION, & WILDLIFE HABITAT CREATION Albemarle Restorations, LLC P.O. Box 176 — Fairfield, NC 27826 p (252) 333 -0249 f (252) 926 -9983 August, 2013 Revised March, 2014 NCEEP Mitigation Template version 2.0 101112010 EXECUTIVE SUMMARY This mitigation plan has been written ►n conformance with the requirements of the following • Federal rule for compensatory mitigation project sites as described in the Federal Register Title 33 Navigation and Navigable Waters Volume 3 Chapter 2 Section § 332 8 paragraphs (c)(2) through (c)(14) • NCDENR Ecosystem Enhancement Program In -Lieu Fee Instrument signed and dated July 28, 2010 These documents govern NCEEP operations and procedures for the delivery of compensatory mitigation The North Carolina Department of Environment and Natural Resources Ecosystem Enhancement Program has selected 27 acres situated on 345 19 acres of the property owned by S &M Farms, LLC for this full delivery contract, for wetland restoration to fulfill a portion of the Request for Proposals (RFP) Full Delivery Project Chowan River Basin, RFP 16- 004103 The RFP and subsequent contract(s) awarded by EEP provide compensatory wetland mitigation within the Chowan River Basin Cataloging Unit 03010203 Albemarle Restorations, LLC entered into a contract with the State of North Carolina on May 24, 2012 to deliver 23 non - riparian wetland mitigation units on the Hofler project site An option to purchase a conservation easement on the project area was recorded on the 27 acres encompassing this project on August 11, 2011 at the Gates County Tax Office and is provided in Appendix A Albemarle Restorations, LLC proposes to create 23 acres of non - riparian Wetland Mitigation Units on the Hofler Property located within the northeast quadrant of the intersection between Water Swamp Road and Silver Springs Road, in Gates County, North Carolina The Hofler Property is in the Bennett's Creek local watershed (USGS Cataloging Unit 03010203040040), which is currently listed as "supporting" as noted in the 2007 Chowan River Basinwide Water Quality Plan The site consists of a rectangular tract of land that has been ditched and drained for agricultural production since at least 1938 (Exhibits F, G, H) The site contains hydric soils and is currently a cotton field Two ditches located along the eastern and western project limits drain the site from south to north into a feeder ditch which flows directly into Lassiter Swamp, upstream of Merchants Mill Pond No remnant wetland communities exist on site and no impacts to wetlands or riparian buffers will occur due to the restoration project NCEEP Mitigation Template version 2 0 10/1/2010 Table of Contents 1 RESTORATION PROJECT GOALS AND OBJECTIVES 5 2 SITE SELECTION 7 2 1 Directions to Site 7 2 2 Site Selection 7 2 10 Site Photographs (Exhibit 1) 16 3 SITE PROTECTION INSTRUMENT 17 3 1 Site Protection Instrument Summary Information 17 4 BASELINE INFORMATION 19 4 1 Project Watershed Summary Information 19 4 2 Wetland Summary Information 19 4 3 Regulatory Considerations 19 5 DETERMINATION OF CREDITS 20 6 CREDIT RELEASE SCHEDULE 21 7 MITIGATION WORK PLAN 23 7 1 Target Stream Type(s), Wetland and Plant Communities 23 7 2 Design Parameters 23 7 3 Narrative of Data Analysis 24 8 MAINTENANCE PLAN 26 9 PERFORMANCE STANDARDS 27 10 MONITORING REQUIREMENTS 28 11 LONG -TERM MANAGEMENT PLAN 30 12 ADAPTIVE MANAGEMENT PLAN 30 13 FINANCIAL ASSURANCES 31 14 OTHER INFORMATION 31 14 1 DEFINITIONS 31 14 2 REFERENCES 31 NCEEP Mitigation Template version 2 0 10/1/2010 1. RESTORATION PROJECT GOALS AND OBJECTIVES EEP develops River Basin Restoration Priorities to guide its restoration activities within each of the state's 54 cataloging units. RBRPs delineate specific watersheds that exhibit both the need and opportunity for wetland, stream and riparian buffer restoration. These watersheds are called Targeted Local Watersheds (TL Ws) and receive priority for EEP planning and restoration project funds. The 2009 Chowan River Basin Restoration Priorities identified the Bennett's Creek Watershed (HUC: 030102040040) as a Targeted Local Watershed (Chowan River Basin Restoration Priorities May 2009). The watershed is characterized by 72% forested and 22% agricultural area with 18% of the TLW's streams unbuffered. The 2009 Chowan River Basin RBRP identified nutrients and sediment loading in addition to streambank erosion as major stressors within this TLW. The Hofler Property Project was identified as a wetland and riparian restoration opportunity to improve water quality, hydrology, and terrestrial wildlife and anadromous fish habitat within the TLW. The primary objective of this project is to restore the site to a wetland complex representative of the surrounding Hardwood Flats and Non - Riverine Swamp Forest wetland communities. The project goals address stressors identified in the TLW and include the following: Goals outlined by the EEP in the "Chowan River Basin Restoration Priorities ": • Implementing stream and wetland restoration projects that reduce sedimentation, nutrient pollution and surface runoff • Working with local landowners to protect and restore watersheds through restoration and preservation projects • Restore and protect sensitive aquatic resources by improving habitat and species diversity through the restoration of wetlands, streams and riparian buffers Goals specific to the Bennett's Creek TLW: • Reduce sediment and nutrient loading from agricultural runoff • Improve downstream anadromous fish habitat and onsite wildlife habitat • Restore groundwater and surface water hydrology in heavily ditched areas • Increase unfragmented forest areas by restoring forested wetlands and riparian buffers • Restore natural drainage patterns where appropriate The project goals will be addressed through the following project objectives: • Enhance water quality by providing shading from forest cover, which will reduce thermal impacts associated with excess algae growth and decreased dissolved oxygen concentrations • Slow runoff rates and provide storage and desynchronization of overland flow before it reaches Lassiter Swamp, located directly north of the project, by restoring the wetland complex NCEEP Mitigation Template version 2.0 101112010 5 • Provide nutrient attenuation and uptake by restoring dense vegetation interspersed with shallow diffuse flows, thus improving downstream habitat • Provide minimal earthwork and disturbance, as determined through preliminary site analyses, to the area to accomplish designed wetland topography • Impact existing ecological communities as little as possible No remnant wetland communities exist on site and no impacts to wetlands or riparian buffers will occur due to the restoration project NCEEP Mitigation Template version 2 0 10/1/2010 2. SITE SELECTION 2.1 Directions to Site The proposed project, Hofler Property, consists of 27.0 acres situated on a 345.19 acre property located within the northeast quadrant of the intersection between Water Swamp Rd. and Silver Springs Rd. in the central region of Gates County, NC (Exhibit A). More specifically, the project lies approximately 2.40 miles west- southwest of the town of Sunbury, 6 miles east of the town of Gatesville, 6.3 miles north of the town of Mintonsville, and within 0.50 miles south of the Merchants Mill Pond State Park (Exhibit A). The site can be accessed by heading south on Route 32 from the town of Sunbury then taking a right onto Sliver Springs Road. The project is located on the right hand side approximately 2 miles west of the intersection with Route 32. 2.2 Site Selection The site has been chosen for various reasons including but not limited to: location in the Bennetts Creek TLW (HUC: 03010203040040), adjacent to Merchants Mill Pond State Park (MMPSP) and ease of restoration. Approximately 30% of the TLW is designated as Significant Natural Heritage Area including Merchants Mill Pond State Park (2009 Chowan River Basin Restoration Priorities). As with most agricultural lands within this watershed, prior - converted wetlands have been extensively ditched and drained thus lowering the local water table and diminishing aquatic habitat and water quality. The site drains from south to north to an unnamed tributary of Lassiter Swamp due to ditching and Bennetts Creek upstream of Merchants Mill Pond. In its current condition, the site is actively farmed for cotton, corn, soybeans and wheat. The project area along with the surrounding areas has undergone expansive hydrologic alterations and excessive sediment and nutrient inputs from agricultural production. As a result, the lowering of local water tables, and in some cases, the complete elimination of ground and surface water interaction has occurred leading to water quality degradation. Site photographs taken during the preliminary site analysis are provided in Exhibit I. Historic aerial photographs from 1938, 1958, 1981 (Exhibits F, G, H) are also provided to help demonstrate that land use has remained constant while drainage patterns have been continuously altered to provide adequate drainage for agricultural production. An in depth soil investigation was completed in August of 2011 by a state certified soil scientist which documents the existence of hydric soils within the entire project area. A soil report, soil boring logs, and a reference map are provided in Appendix C. The plant species chosen for the project will be native to the area, and an emphasis will be placed on installing species that will provide a viable, yearlong food source for a wide range of animal and plant species. The nearby forested wetlands and swamps are home to wild turkeys, bear, whitetail deer, raccoon, squirrel, fox, migrating waterfowl, and a wide variety of amphibian and reptile species. The project is intended to provide food and habitat. NCEEP Mitigation Template version 2.0 101112010 7 }P J 7r Legend .► _� tom. , ... Ak, Watershed w a>'rt �, PROJECT t: t ,o mess clollwalklil s > la J = .- $ \t { so Crn4ta�ds 1:1' t.r". zlmp - ,� SIN w. 5 EEK F { 0203040 ,o till. "11► .�'..... '�• »- +U, �-'�-� {: �,- -a.- croswelidl Aw 's .r. +�- Y. -+► � � �. ...� t ek J I. _Oopyright:© 2013 Nation 7 GeogCap is So iety -cub d SCALE: 1 inch = 7,000 feet ALBEMARLE RESTORATIONS, LLC EXHIBIT B HOFLER PROPERTY WETLAND RESTORATION, PROJECT ID: 95355 STREAM RESTORATION, CONTRACT # 004628 & WILDLIFE HABITAT CREATION WATERSHED MAP CHOWAN RIVER BASIN li'cosysrey„ e0. BOX 176 FAlPfIE�D NC 27826 CHOCOWINITY CREEK TLW (252)333 -0249 FAx(252)926 -9983 (HUC: 03010203040040) e r .,� g Le end Parcel Boundary Project Limits ® Drainage Area 5 I! 5 b y�S T la o r s �4 N 0 500 1,000 Feet Copyright:© 2013 National Geographic Society, i -cubed ALBEMARLE RESTORATIONS, LLC EXHIBIT C SCALE: 1 inch = 500 feet HOFLER PROPERTY WETLAND RESTORATION, PROJECT ID: 95355 DRAINAGE MAP STREAM RESTORATION, CONTRACT # 004628 r-' & WILDLIFE HABITAT CREATION CHOWAN RIVER BASIN P0, BOX 116FAIRFIELD, NC 22826 BENNE17S CREEK BASIN i'.ccny�teilt (252)333 -0249 F4A" (2s2)926 -998.3 (HUC: 03010203040040) 5 ti Legend r Parcel Boundary Project Limits ALBEMARLE RESTORATIONS, LLC WETLAND RESTORATION, STREAM RESTORATION, & WILDLIFE HABITAT CREATION P.O. BOX 176 FAIRFIELD, NC 27826 (252)333 -0249 FAX (252)926 -9983 r 4 . w' .� ` -;� �� � .i ` ,_�►i �. „„�Y- �. }'- �.,��" `.:.may. _ II y EXHIBIT F SCALE: 1 inch = 500 feet HOFLER PROPERTY HISTORICAL PROJECT ID: 95355 ~ CONTRACT # 004628 CONDITIONS CHOWAN RIVER BASIN Nxfem BENNETTS CREEK TLW Illl t`liit'It 1981 (HUC: 03010203040040) '. q ��_� .�� ,. �� r ALBEMARLE RESIvr «1 i)uNS, LLC WETLAND RESTORATION, STREAM h VA DUFF HABITAT CREATION P.O. BOX 176 • FAMMED, NC 27825 (252) &%3 -0249 • FAX (252) 926 -9983 EXHIBIT H HISTORICAL CONDITIONS 1938 LEGEND Parcel Boundary Project Limits Scale: N.T.S. HOFLER PROPERTY PROJECT ID: CONTRACT # 004620462 8 CHOWAN RIVER BASIN [AMS BENNETTS CREEK TLW Y , (HUC:03010203040040) " "' 2.10 Site Photographs (Exhibit 1) k+ . wx Photo # 1: Drainage ditch (eastern) looking North towards Merchant Millpond State Park (MMSP) at junction with field ditch (August, 2011). NCEEP Mitigation Template version 2.0 101112010 Photo #4: Drainage ditch facing North showing water movement South demonstrating topographic "bowl" feature (August, 2011). 16 3. SITE PROTECTION INSTRUMENT 3.1 Site Protection Instrument Summary Information The land required for the construction, management and stewardship of this mitigation project includes portions of the following parcels. A copy of the land protection instrument(s) is included in the appendices. When available, the recorded document(s) will be provided. Appendix A contains the template documents that will be completed once the conservation easement is recorded. All site protection instruments require 60 -day advance notification to the Corps and the State prior to any action to void, amend, or modify the document. No such action shall take place unless approved by the State. NCEEP Mitigation Template version 2.0 10/1/2010 17 Landowner PIN County Site Protection Instrument Deed Book and Page Number Acreage Protected Parcel A S &M Farms, LLC 0600422 Gates Conservation Gates County Tax 27.0 AC Easement Office, Register of Deeds, Deed Book 286, page 306 (option to purchase) When available, the recorded document(s) will be provided. Appendix A contains the template documents that will be completed once the conservation easement is recorded. All site protection instruments require 60 -day advance notification to the Corps and the State prior to any action to void, amend, or modify the document. No such action shall take place unless approved by the State. NCEEP Mitigation Template version 2.0 10/1/2010 17 I �d Y I An r , i F 4 ALBEMARLE RESTORATIONS, LLC EXHIBIT J WETLAND RESTORATION, STREAM RESTORATION, SITE PROTECTION EC.TION & WILDLIFE HABITAT CREATION i'Ai)�y�lelrl BENNETTS CREEK BASIN INSTRUMENT FIGURE P.O. BOX 176 FAIRFIELD, NC 27826 (252)333 -0249 FAX (252)926 -9983 71 F f. r� Legend Hofler Property Easement Boundary � F _ -y ALE: 1 inch = 1,000 feet HOFLER PROPERTY PROJECT ID: 95355 CONTRACT # 004628 CHOWAN RIVER BASIN i'Ai)�y�lelrl BENNETTS CREEK BASIN (HUC:03010203040040) 4. BASELINE INFORMATION Project information Project name HOFLER PROPERTY County GATES Project Area (ac) 27.0 AC Project Coordinates (Lat and Long) +36° 25'48.44", -76° 39' 10.91" 4.1 Project Watershed Summary Information Physiographic province INNER COASTAL PLAIN River basin CHOWAN RIVER BASIN USGS Hydrologic Unit 8 -digit 03010203 USGS Hydrologic Unit 14 -digit 1 03010203040040 DWQSub -basin BENNETTS CREEK LOCAL WATERSHED Project Drainage Area (acres) 103.8 Project Drainage Area Percentage of Impervious Area 5% CGIA Land Use Classification 2.01.01.07 Annual Row Crop Rotation 4.2 Wetland Summary Information Parameters Wetland 1 Wetland 2 Wetland 3 Size of Wetland (acres) 23.0 Wetland Type (non- riparian, riparian riverine or riparian non- riverine) Non - riparian Mapped Soil Series BnA & PnA Drainage Class Poorly drained & very poorly drained Soil Hydric Status Hydric Source of Hydrology Surface and Ground Hydrologic Impairment 44.8' to 155.2' Native Vegetation Community Pasture /Crop Percent Composition of Exotic Invasive Vegetation N/A 4.3 Regulatory Considerations Regulation Applicable? Resolved? Supporting Documents Waters of the United States — Section 404 YES YES Appendix B Waters of the United States — Section 401 YES YES Appendix B Endangered Species Act NO YES Appendix B Historic Preservation Act NO YES Appendix B Coastal Zone Management Act (CZMA)/ Coastal Area Management Act (CAMA) NO YES Appendix B FEMA Floodplain Compliance I NO YES I Appendix B Essential Fisheries Habitat I NO YES I Appendix B NCEEP Mitigation Template version 2.0 10/1/2010 19 5. DETERMINATION OF CREDITS Mitigation credits presented in these tables are projections based upon site design. Upon completion of site construction the project components and credits data will be revised to be consistent with the as- built condition. Hofler Property, Gates County EEP Project Number: 95355; EEP Contract Number: 004628 Mitigation Credits Stream Riparian wetland Non- riparian wetland Buffer Nitrogen Nutrient Offset Phosphorous Nutrient Offset Type R RE R RE R RE Totals 23.0 Project Components Project Component or Reach ID Stationing /Location Existing Footage /Acreage Approach (PI, PH etc.) Restoration or Restoration Equivalent Restoration Footage or Acreage Mitigation Ratio Wetland 1 23 acres Restoration 23 acres 1:1 Component Summation Restoration Level Stream (linear feet) Riparian Wetland (acres) Non - riparian Wetland (acres) Buffer (square feet) Upland (acres) Riverine Non - riverine Restoration 23.0 NCEEP Mitigation Template version 2.0 101112010 20 6 CREDIT RELEASE SCHEDULE All credit releases will be based on the total credit generated as reported by the as -built survey of the mitigation site. Under no circumstances shall any mitigation project be debited until the necessary DA authorization has been received for its construction or the District Engineer (DE) has otherwise provided written approval for the project in the case where no DA authorization is required for construction of the mitigation project. The DE, in consultation with the Interagency Review Team (IRT), will determine if performance standards have been satisfied sufficiently to meet the requirements of the release schedules below. In cases where some performance standards have not been met, credits may still be released depending on the specifics of the case. Monitoring may be required to restart or be extended, depending on the extent to which the site fails to meet the specified performance standard. The release of project credits will be subject to the criteria described as follows: Forested Wetlands Credits Monitoring Year Credit Release Activity Interim Release Total Released 0 Initial allocation — see requirements below 30% 30% 1 First year monitoring report demonstrates performance standards are being met 10% 40% 2 Second year monitoring report demonstrates performance standards are being met 10% 50% 3 Third year monitoring report demonstrates performance standards are being met 10% 60% 4 Fourth year monitoring report demonstrates performance standards are being met 10% 70% 5 Fifth year monitoring report demonstrates performance standards are being met; Provided that all performance standards are met, the IRT may allow the NCEEP to discontinue hydrologic monitoring after the fifth year, but vegetation monitoring must continue for an additional two years after the fifth year for a total of seven ears. 10% 80% 6 Sixth year monitoring report demonstrates performance standards are being met 10% 90% 7 Seventh year monitoring report demonstrates performance standards are being met, and ro ect has received close -out a roval 10% 100% Initial Allocation of Released Credits The initial allocation of released credits, as specified in the mitigation plan can be released by the NCEEP without prior written approval of the DE upon satisfactory completion of the following activities: a. Approval of the final Mitigation Plan b. Recordation of the preservation mechanism, as well as a title opinion acceptable to the USACE covering the property c. Completion of project construction (the initial physical and biological improvements to the mitigation site) pursuant to the mitigation plan; Per the NCEEP Instrument, construction means that a mitigation site has been constructed in its entirety, to include planting, and on os -built report has been produced. As -built reports must be sealed by an engineer prior to project closeout, if appropriate but not prior to the initial allocation of released credits. d. Receipt of necessary DA permit authorization or written DA approval for projects where DA permit issuance is not required. NCEEP Mitigation Template version 2.0 10/1/2010 21 Subsequent Credit Releases All subsequent credit releases must be approved by the DE, in consultation with the IRT, based on a determination that required performance standards have been achieved For stream projects a reserve of 15% of a site's total stream credits shall be released after two bank full events have occurred, in separate years, provided the channel Is stable and all other performance standards are met In the event that less than two bank full events occur during the monitoring period, release of these reserve credits shall be at the discretion of the IRT As projects approach milestones associated with credit release, the NCEEP will submit a request for credit release to the DE along with documentation substantiating achievement of criteria required for release to occur This documentation will be Included with the annual monitoring report NCEEP Mitigation Template version 2 0 10/1/2010 22 7. MITIGATION WORK PLAN The mitigation plan will include studies of nearby swamp run systems which will be used as "reference" systems. 7.1 Target Stream Type(s), Wetland and Plant Communities Reference data was collected from adjacent unaltered wetland systems including the Hardwood Flats adjacent to Lassiter Swamp to utilize as a grading template for design. Vegetation will be chosen to create diverse wetland communities including Hardwood Flats and Non - Riparian Swamp Forest (NC WAM Version 4.1). In selecting vegetation, we evaluated reference wetland areas adjacent to the site and "Dominant Plants for Major Wetland Types" published by the North Carolina Department of Environment Water Quality Section. Species chosen will be native to the area with an emphasis placed on installing species that will provide a viable, yearlong food source for a wide range of animal and plant species. The adjacent forested wetlands and swamps are home to wild turkeys, bear, whitetail deer, raccoon, squirrel, fox, migrating waterfowl, and a wide variety of amphibian and reptile species. The project is intended to provide food, habitat, and travel corridors to complement and enhance the existing ecosystem. The project easement boundaries will be surveyed and clearly marked according guidelines developed by EEP and sheet B -1 of the Mitigation Plan set. 7.2 Design Parameters The goal of the proposed restoration plan is to restore a prior converted nonriparian wetland system. The restoration plan, provided in Appendix D, calls for the restoration of 23.0 acres of non - riparian wetlands within the project area. Restoration will balance cut and fill with minimal grading (average of 0.2 foot). In areas where the field crowns, the elevation will be lowered to 33.8 feet. Lowering the ground elevation to 33.8 feet will minimize excess cut while creating a uniform ground surface elevation to evenly distribute surface hydrology and providing a sustained hydroperiod at or within 12" of the soil surface. An in -depth soil investigation revealed a presence of soils capable of supporting wetlands just below the soil surface. Results of this soil analysis can be found in Appendix C. Hydrologic Modifications: The site contains two ditches located along the eastern and western project limits that drain from south to north into a feeder ditch which flows directly into the Lassiter Swamp portion of Merchants Mill Pond. Hydrologic modifications on site include filling in existing drainage ditches, installing ditch plugs at outlets and removing field crowns. Grading methods will restore various hydrologic regimes ranging from shallow inundated areas to intermittently saturated conditions and restore diffuse flow patterns through what will ultimately be a forested wetland. The proposed wetlands have been designed to replicate the natural hydrology of nearby reference wetlands. The seasonally high water table historically found on the site will maintain saturated soils throughout significant periods during the growing season. Previous wetland mitigation for non - riparian wetlands approved by the Corps for a similar landscape position to this project were used to develop the hydrologic success criteria of 6% or greater. Therefore, non - riparian wetlands with 6% or greater hydroperiods will be considered successful based on the analysis of annual water budgets for the site (see 7.3 Data Analysis). NCEEP Mitigation Template version 2.0 10/1/2010 23 Plant Community Restoration: The plant species chosen for the project are native to the area, with an emphasis on species that will provide habitat and a viable, yearlong food source for a wide range of animal and plant species. The project is intended provide food and habitat to complement and enhance the existing ecosystem. Hydrophytic species shown on the planting plan were selected to create a diverse forested wetland community. Invasive and exotic species will not be planted on the site. Any invasive or exotic species found on the site will be removed through physical or chemical means during the planting phase. In selecting vegetation, we have considered reference non - riparian wetland areas adjacent to the site and "Dominant Plants for Major Wetland Types" published by the North Carolina Department of Environment Water Quality Section. Sheet P -2 contains detailed planting and seeding schedules for the site. Soil Retention: Soils found in the project area currently exhibit hydric characteristics and will remain. Large woody debris encountered within the project area will be placed throughout the restored wetlands to add variety to soil conditions and encourage diversity of volunteer species. 7.3 Narrative of Data Analysis Annual Water Budget: An annual water budget was used to model existing hydrology in terms of hydrologic inputs and outputs in order to calculate the change in monthly storage. Historic climate data from the NOAA's National Climatic Data Center was used. Temperature and precipitation data was obtained from the Elizabeth City station (GHCND:USC00312719), located approximately 30 miles to the southeast of the project site, the closest station with the longest recording period. Precipitation data was reviewed and three years were selected to represent a dry (1995), typical (1984) and wet (1996) year. Existing Conditions: Inputs into the water budget were precipitation, surface water, and groundwater. Precipitation data for the three representative years was analyzed and used in the water budget. Surface water inputs were calculated using the USDA Soil Conservation Service runoff coefficient equation (USDA, SCS 1986). Groundwater inputs likely exist but have not been quantified and therefore are assumed to be zero as a conservative estimate. Outputs into the water budget include potential evapotranspiration, surface water and ground water. Potential evapotranspiration was calculated by the Thornthwaite method using mean monthly air temperature for the representative years chosen. Surface water output was assumed to be equal to surface water inputs since no surface storage is present and existing ditches divert water off site. A mean monthly total change in storage was determined by subtracting outputs from inputs. A maximum wetland water volume of 4.32 inches was calculated based on the specific yield of 0.12 for 36 inches for both soils on site (PnA and BnA). The resulting hydrograph and chart (Appendix C) show a seasonal variation for the dry, average and wet years. The model shows the majority of hydrologic inputs occur in the late winter -early spring months and summer months for the wet and average years. The dry year also peaks with hydrologic input during the late winter -early spring months but then drops off for the remainder of the growing season and year. The site begins to lose saturation in the upper twelve inches during late summer and into the fall season. It is clear from the model and resulting graph that the existing ditches exert a large influence on the site's ability to store water and thus keeps the site from achieving wetland hydrology within the upper twelve inches. NCEEP Mitigation Template version 2.0 10/1/2010 24 Proposed Conditions A modified water budget was developed to analyze the effect of restoration efforts on the site's hydrology Calculations for wetland water volume used the same methodology as described above To estimate the influence on surface roughening and microtopography, an additional 2 4 inches of hydrologic capacity was added to the model Surface water outflows are predicted to be zero as the existing drainage ditches will be filled and surface water will be retained onsite Based on the proposed conditions, the budget shows the site achieving jurisdictional wetland hydrology during portions of the early Spring (March) and summer months for the average and wet years when compared to the existing conditions The dry year remains relatively the same for both existing and proposed conditions which is an indicator the site may or may not be vulnerable to drought conditions Based upon this analysis, the proposed wetland hydrology will attain jurisdictional hydrology for a period of 12 -15 days, which equates to 6% or greater of the growing season Therefore a 6% or greater hydropenod has been chosen as the hydrology design parameter based on the completed water budget Lateral Effect Analysis Lateral Effect Analysis (Version 2 7) was performed on the site to determine the draw down effect of the existing ditches Lateral Effect is the width of hydrologic interference, caused by an adjacent ditch, which is drained such that it no longer satisfies the wetland hydrologic criterion The lateral effect differed between soil types due largely to differing hydraulic conductivities The Lateral Effect Manual associated with the program used suggests, when drainable soil porosity is unknown, to use a value between 0 035 and 0 04 Evaluations using both the 0 035 and 0 04 values were conducted and compared Soil type PnA has a wider lateral effect than BnA (Appendix C — Lateral Effect Analysis) Hydrologic interference is also dependent on ditch depth where increased ditch depth increased width of lateral effect Lateral effect ranged from 44 8 feet (soil BnA, ditch depth of 2 ft) to 155 2 ft (soil PnA, ditch depth of 4 feet) Existing Ditches Ditch depth generally increases along the flow length, causing the lateral effect to widen in the direction of flow (south to north) Filling the existing ditches will return the ground water elevation to pre -ditch elevations within the highlighted lateral effect areas (Appendix C — Lateral Effect Analysis) NCEEP Mitigation Template version 2 0 10/1/2010 25 8. MAINTENANCE PLAN NCEEP shall monitor the site on a regular basis and shall conduct a physical inspection of the site a minimum of once per year throughout the post- construction monitoring period until performance standards are met. These site inspections may identify site components and features that require routine maintenance. Routine maintenance should be expected most often in the first two years following site construction and may include the following: Component /Feature Maintenance through project close -out Wetland Routine wetland maintenance and repair activities may include securing of loose coir matting and supplemental installations of live stakes and other target vegetation within the wetland. Areas where stormwater and floodplain flows intercept the wetland may also require maintenance to prevent scour. Vegetation Vegetation shall be maintained to ensure the health and vigor of the targeted plant community. Routine vegetation maintenance and repair activities may include supplemental planting, pruning, mulching, and fertilizing. Exotic invasive plant species shall be controlled by mechanical and /or chemical methods. Any vegetation control requiring herbicide application will be performed in accordance with NC Department of Agriculture (NCDA) rules and regulations. Site Boundary Site boundaries shall be identified in the field to ensure clear distinction between the mitigation site and adjacent properties. Boundaries may be identified by fence, marker, bollard, post, tree - blazing, or other means as allowed by site conditions and /or conservation easement. Boundary markers disturbed, damaged, or destroyed will be repaired and /or replaced on an as needed basis. Utility Right -of -Way Utility rights -of -way within the site may be maintained only as allowed by Conservation Easement or existing easement, deed restrictions, rights of way, or corridor agreements. NCEEP Mitigation Template version 2.0 10/1/2010 26 9. PERFORMANCE STANDARDS Wetland Hydrology Performance Standards 1. Wetland hydrology data must consistently document an appropriate soil wetness condition (hydroperiod) has been re- established for all areas proposed for wetland mitigation. Regulatory guidance and procedures were used to develop appropriate hydrologic success criteria for the non - riparian wetland areas to be restored. Non - riparian wetland flats with 6 percent or greater hydroperiods will be considered successful. If the data fail to support this conclusion in any area(s) proposed for wetland mitigation after 7 years of monitoring, additional monitoring may be required, or the area(s) may be deemed to be unacceptable for generation of compensatory wetland credit. 2. The growing season for the determination of hydrologic success was developed from the WETS Table for Hertford County, NC (Mufreesboro), which is on a similar latitude as the project site. Growing season dates are determined to be from March 9 through November 6, a range of 243 days. The minimum successful hydroperiod for the site would therefore be between 12 -15 consecutive days. Planted Vegetation Performance Standards 1. At least 320 three year -old planted stems /acre must be present after year three. At year five, density must be no less than 260 five year -old planted stems /acre. At year 7, density must be no less than 210 seven year -old planted stems /acre. 2. Planted vegetation must average 10 feet in height in each plot at year 7 in sites located in the coastal and piedmont counties and 8 feet in height in each plot at year 7 in the mountain counties (as defined in the USACE 2003 SMGs). If this performance standard is met by year 5 and stem density is trending toward success (i.e., no less than 260 five year - old stems /acre) monitoring of vegetation on the site may be terminated provided written approval is provided by the USACE in consultation with the North Carolina Interagency Review Team (NCIRT). NCEEP Mitigation Template version 2.0 10/1/2010 27 10 MONITORING REQUIREMENTS Monitoring Reports will be submitted to EEP by December 1st of the year in which the monitoring was conducted. In the unlikely event that the success criteria are not being achieved during the seven -year minimum monitoring period, with permission from EEP, corrective measures including re- grading, replanting, removal of certain species, etc. will be performed. Annual monitoring data will be reported using the EEP monitoring template. The monitoring report shall provide a project data chronology that will facilitate an understanding of project status and trends, population of EEP databases for analysis, research purposes, and assist in decision making regarding project close -out. Required Parameter Quantity Frequency Notes Visual Wetland Entire site Semi - annual Entire site will be monitored twice Monitoring annually Groundwater Quantity and location of gauges annual Four (4) groundwater monitoring gauges Hydrology will be determined in with data recording devices will be consultation with EEP installed on site; the data will be downloaded on a monthly basis during the growing season Vegetation Quantity and location of Monitoring Years Vegetation will be monitored at nine (9) vegetation plots will be 1, 2, 3, 5, and 7 plots using the Carolina Vegetation determined in consultation with Survey (CVS) protocols EEP Exotic and nuisance Entire site Semi - annual Locations of exotic and nuisance vegetation I I vegetation will be mapped and treated Project boundary Project boundary Semi - annual Locations of fence damage, vegetation damage, boundary encroachments, etc. will be mapped General Stream and Wetland Monitoring Requirements 1. Site monitoring for all stream and /or wetland mitigation projects shall occur for seven full years (post construction) except in those circumstances provided for in this document where specific monitoring activities may be terminated as early as five years. If performance standards have not been met by year seven, additional monitoring may be required to ensure that a site is relatively stable with respect to anthropogenic or natural effects and that the target community is established on the site or the site (or portions of the site) may be deemed to be unacceptable for generation of compensatory mitigation credit. 2. Seven years of monitoring are not required for stream and /or wetland preservation reaches or areas which are subject to Monitoring Level 3 requirements of the USACE 2003 SMGs. 3. Success criteria as provided in the mitigation plan or in the permit conditions must be restated verbatim in the monitoring report. 4. Monitoring reports shall be completed for all seven years and provided to the Ecosystem Enhancement Program (EEP) for review by December 1 of each year that the site is required to be monitored. This is to ensure that any remedial action that may be necessary can be accomplished during the next planting season. Failure to provide monitoring reports by this deadline may result in additional monitoring. 5. Vegetation monitoring standards shall apply to all stream and /or wetland mitigation projects. NCEEP Mitigation Template version 2.0 10/1/2010 28 Visual Wetland Monitoring Requirements 1 Visual monitoring of all wetland restoration and /or enhancement areas shall be conducted 2 times per year and a minimum of 5 months apart, in each of the required 7 years of post - construction monitoring Visual monitoring shall include walking throughout the entire site to identify and document areas of low stem density or poor plant vigor, invasive species, encroachments, indicators of livestock access, or other areas of concern 2 The results of the visual assessment shall be included in a plan view of the project identifying the location of each area of concern, along with a written assessment and photographic documentation of the area Once an area of concern has been identified, that same feature shall be reassessed on all subsequent visual assessments Photographs should be taken from the same location year -to -year to document progression of the problem The monitoring reports shall identify all areas of concern and recommended courses of action, which may include continued monitoring, repair or other remedial action Groundwater Gauge Location and Data Collection Requirements 1 Due to the size and extremely flat nature of the site in addition to the uniformity of the soil profiles described in Appendix C, well density shall be one per five acres (or 4 wells) The wells will be located to assess subsurface water levels at various elevations on the site planned as seasonally saturated or temporarily flooded Groundwater elevation data collected from each monitoring well will be presented relative to the ground surface elevation at the well location in graph form 2 Monitoring of hydrology on the restoration site will be completed using semi - continuous recording water level loggers suspended in two -inch PVC monitoring wells placed 15 -20 inches into the ground Monitoring wells will be constructed, installed, tested, maintained, read, and interpreted in accordance with the Engineer Research and Development Center's technical note 05 -02 (Wetlands Regulatory Assistance Program) dated June, 2005 3 Groundwater gauge data shall be collected and reported to EEP in each of the 7 years (post - construction) of monitoring At a minimum, data shall be collected (continuously) through the entirety of the growing season in the county(ies) the project is located Vegetation Planting Monitoring Requirements 1 Permanent plots to sample vegetation shall be randomly located in each of the target communities Plot sizes for the determination of stem density and vigor (height) shall be a minimum of 0 02 acre in size, and should typically be square or rectangular 2 Vegetation monitoring plots shall make up a minimum of 1% of the planted portion of the site with a minimum of 9 plots 3 Upon initial establishment of vegetation plots (baseline /year 0), the plot corners shall be Marked in accordance with CVS Protocol 4 Within each plot, vegetation data collected will be in accordance with CVS Protocol 5 Vegetation plots shall be monitored for 7 years, with monitoring events occurring in years 1, 2, 3, 5, and 7 If supplemental monitoring occurs, results may be considered towards meeting performance standards NCEEP Mitigation Template version 2 0 10/1/2010 29 11. LONG -TERM MANAGEMENT PLAN Upon approval for close -out by the Interagency Review Team (IRT) the site will be transferred to a third party for long term management as described in EEP's In Lieu Fee Instrument. This party shall be responsible for periodic inspection of the site to ensure that restrictions required in the conservation easement or the deed restriction document(s) are upheld. Endowment funds required to uphold easement and deed restrictions shall be negotiated prior to site transfer to the responsible party. 12. ADAPTIVE MANAGEMENT PLAN Upon completion of site construction EEP will implement the post- construction monitoring protocols previously defined in this document. Project maintenance will be performed as described previously in this document. If, during the course of annual monitoring it is determined the site's ability to achieve site performance standards are jeopardized, EEP will notify the USACE of the need to develop a Plan of Corrective Action. The Plan of Corrective Action may be prepared using in -house technical staff or may require engineering and consulting services. Once the Corrective Action Plan is prepared and finalized EEP will: 1. Notify the USACE as required by the Nationwide 27 permit general conditions. 2. Revise performance standards, maintenance requirements, and monitoring requirements as necessary and /or required by the USACE. 3. Obtain other permits as necessary. 4. Implement the Corrective Action Plan. S. Provide the USACE a Record Drawing of Corrective Actions. This document shall depict the extent and nature of the work performed. The Hofler mitigation site is planned and designed to be self- sustaining over time, but some active management or maintenance may be necessary to ensure the long -term sustainability of the restoration effort. The adaptive management approach involves analysis of monitoring results to identify potential problems occurring on the site and the identification and implementation of measures to rectify those problems. Remedial actions may include but are not limited to mechanized earth -work or supplemental planting in the event areas of the site do not fulfill the vegetative success criteria. Prior to initiating any remedial actions, the proposed measures will be submitted to the USACE for review and approval. Performance and functioning of the mitigation site may be affected by various causative factors — both natural and human - induced. Natural hazards may include fire, flood, erosion, invasive species, and /or excessive herbivory. Human errors may include design flaws, construction deviation, and /or inadequate planting coverage. To minimize these potential problems, the following strategies may be employed: • If deer herbivory appears to be jeopardizing the survivorship of planted species, discussions with appropriate agencies will be initiated to determine an appropriate course of action. • Construction errors will be identified early via the as -built report which will contain topographic survey data. If it appears as though there errors jeopardize the integrity of the project, then appropriate remedial action(s) will be identified and submitted to the USACE for concurrence prior to implementation. NCEEP Mitigation Template version 2.0 10/1/2010 30 • Planting errors in spacing density or coverage will be avoided by careful coordination with planting crews. An account of planted stems will be provided with the as -built report. • If monitoring indicates a potential design flaw, remediation options will be reviewed with permitting agencies. '13 FINANCIAL ASSURANCES Pursuant to Section IV H and Appendix 111 of the Ecosystem Enhancement Program's In -Lieu Fee Instrument dated July 28, 2010, the North Carolina Department of Environment and Natural Resources has provided the U.S. Army Corps of Engineers Wilmington District with a formal commitment to fund projects to satisfy mitigation requirements assumed by EEP. This commitment provides financial assurance for all mitigation projects implemented by the program. 14. OTHER INFORMATION 14.1 DEFINITIONS Morphological description —the stream type; stream type is determined by quantifying channel entrenchment, dimension, pattern, profile, and boundary materials; as described in Rosgen, D. (1996), Applied River Morphology, 2nd edition Native vegetation community — a distinct and reoccurring assemblage of populations of plants, animals, bacteria and fungi naturally associated with each other and their population; as described in Schafale, M.P. and Weakley, A. S. (1990), Classification of the Natural Communities of North Carolina, Third Approximation Project Area - includes all protected lands associated with the mitigation project 14.2 REFERENCES Faber - Langendoen, D., Rocchio, J., Schafale, M., Nordman, C., Pyne, M., Teague, J., Foti, T., Comer, P. (2006), Ecological Integrity Assessment and Performance Measures for Wetland Mitigation. NatureServe, Arlington, Virginia. Lindenmayer, D.B., and J.F. Franklin. (2002), Conserving forest biodiversity: A comprehensive multiscoled approach. Island Press, Washington, DC. North Carolina Division of Water Resources, Water Quality Programs. (2007), Chowan River Basinwide Water Quality Plan. Retrieved from http: / /portal.ncdenr.org/ web /wq /ps /bpu /basin /chowan /2007 NCEEP Mitigation Template version 2.0 10/1/2010 31 North Carolina Ecosystem Enhancement Program (2011), Monitoring Requirements and Performance Standards for Stream and /or Wetland Mitigation Peet, R K, Wentworth, T S , and White, P S (1998), A flexible, multipurpose method for recording vegetation composition and structure Castanea 63 262 -274 Rosgen, D (1996), Applied River Morphology, 2nd edition, Wildland Hydrology, Pagosa Springs, CO Schafale, M P and Weakley, A S (1990), Classification of the Natural Communities of North Carolina, Third Approximation, NC Natural Heritage Program, Raleigh, NC US Army Corps of Engineers Wilmington District (2003), Stream Mitigation Guidelines, April 2003 Young, T F and Sanzone, S (editors) (2002), A framework for assessing and reporting on ecological condition Ecological Reporting Panel, Ecological Processes and Effects Committee EPA Science Advisory Board Washington, DC NCEEP Mitigation Template version 2 0 10/1/2010 32 APPENDIX A Filed 08/11/2011 09 33 58 AM SHARON G HARRELL, Register of Deeds Gates Countv, NC return: Ed Temple BOOK 293 PAGE 441 (5) Wni. 1111111111111111111111 Y record: $26.00 PURCHASE OPTION AGREEMENT THIS PURCHASE OPTION dated July 20, 2011, is given by S & M Farms, LLC (hereinafter referred to as "SELLER ") to Albemarle Restorations, LLC (hereinafter referred to as "AGENT ") SELLER is the owner of one parcel of real property located in Gates County, North Carolina, (hereinafter referred to as "PROPERTY ") that is identified as Tax Parcel # 0600422, totaling 345 19 acres, in the Gates County Tac Office and Deed Book 286, Page 306, Plat Book 3, Page 150 in the Gates County Register of Deeds AGENT desires to obtain an option to purchase the right to restore, enhance and/or create up to 27 acres of wetlands, but no less than 22 acres on the PROPERTY for mitigation and/or habitat conservation purposes, and to secure the protection in perpetuity of wetlands through the recordation of a conservation easement by the SELLER in the Land Records of Gates County, North Carolina, on the terms set forth below. In consideration of the stun of ONE DOLLAR ($1.00) paid by the AGENT to the SELLER, and for other good and valuable; consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree to the following: I Grant of Option. SELLER grants to AGENT first option to purchase the right to restore, enhance and/or create up to 27 acres of wetlands, but no less than 22 acres on the PROPERTY for mitigation and/or habitat conservation purposes, and to secure the protection in perpetuity of said wetlands through the recordation of a conservation easement by the SELLER in the Land Records of Gates County, North Carolina, subject to the terms and conditions set forth below The AGENT may exercise this option to purchase the rights and conservation easement(s) on the PROPERTY in varying amounts over the time frame of this option agreement. In the event of acceptance of this Option in part or in total by AGENT, SELLER agrees as follows. a. That SELLER will allow AGENT, its subcontractors, employees, agents or assigns, the right to enter in and upon the PROPERTY to proceed with construction of the necessary wetland restoration, enhancement and/or creation including, but not limited to, analyzing, collection of data, surveying and constructing and planting of the mitigation site(s). b . That SELLER will allow AGENT, its subcontractors, employees or agents or assigns, the right to enter in and upon the PROPERTY at reasonable times and upon reasonable advance notice for a period of seven (7) years from the date of completion of the mitigation to inspect, construct, replant, replace, maintain and repair the mitigation site. AGENT will save and hold SELLER harmless from damages associated with AGENT'S performance of the design, construction, and monitoring of the proposed wetland mitigation project on the PROPERTY, until such time as the mitigation project has been approved as successful and complete by the North Carolina Ecosystem Enhancement Program (NC EEP) or their assigns 2. Time. The AGENT'S option to purchase the easement(s) must be exercised in writing by AGENT on or before March 4, 2013. If the option to purchase is not exercised on or before that date, this option to purchase shall automatically cease and terminate, neither party shall have any further rights hereunder, at law or in equity, and this Agreement shall be null and void, all without further action or documentation by either party. 3 Manner. The AGENT shall deliver to the SELLER written intent to exercise this option once the property is accepted by the NC EEP or their assigns, together with the Conservation Easement set forth in Exhibit A SELLER shall then execute and deliver the Conservation Easement to the AGENT for review by the State of North Carolina (STATE) Once approved by the STATE, the AGENT shall record the Conservation Easement and be reimbursed by the NC EEP, at which time the exchange of purchase monies between SELLER and AGENT shall take place at an agreed upon time and place. The purchase price under this option shall be Five Thousand Dollars($5,000.00) per acre. The actual number of acres purchased shoal be determined by survey. The failure of the SELLER to execute and return a fully executed copy of the Conservation Easement to the AGENT shall not affect the enforceability of this Agreement and this Agreement shall be binding upon and enforceable against the SELLER. The AGENT is solely responsible for all costs associated with the survey, transfer and recording of said Conservation Easement 4. Rights and Obli atio is of the Parties if the Option is Exercised In the event that AGENT exercises this option to purchase within the time and in the manner herein before provided, then thereafter the rights and obligations of the parties with respect to the Conservation Easement shall be governed by the terms and conditions contained in the Conservation Easement. 5. Tune of the Essence. 'Time shall be of the essence of this Option Agreement IN WITNESS WHEREOF the parties have duly executed this Agreement and affixed their seals as of the date set forth above SELLER: S & M Farms, LLC By (SEAL) James Myron Hoffer, Jr, Member By: A, (SEAL) Bernard Sidney Hofler, Jr., Member AGENT. Albemarle Restorations, LLC By: EAL) Edmund R. Temple, Jr., member /manager STATE OF NORTH CAROLIWA, COUNTY OF G qbe s Choy axi I, Lisa- & vnLrn , a Notary Public for s' hid County and State, do hereby certify that James Myron Hofler, Jr , a member of S & M Farms, a limited liability company, personally appeared before me this day and acknowledged the due execution of the foregoing instrument. Witness my hand and official seal, this the a s day of My Commission expires- 0 -L 9613 T A • a0 iq� _ Notav� � Public v►�u�- rY���UB l�C' V :s �_ 0 STATE OF NORTH CAROLINA, V C0v�,.k` COUNTY OF a l e.s CF,owan I, i s a rLM , a Notary Public for s )kd County and State, do hereby certify that Bernard Sidney boiler, Jr , a member of S & M Farms, a limited liability company, personally appeared before me this day and acknowledged the due execution of the foregoing instrument. Witness my hand and official seal, this the l S� day ofQt My Commission expires- 0 � - A $ - a f 3 ````1111111+++ ', P B 6yi` O L4 :O A ti 01300 V '� ++11111111 STATE OF NUIRH C OLllNA, COUNTY OF Nothry Public Lisa. 6 61 rum I, 4, �Cl*-) _, a Notary Public for said County and State, do hereby certify that Edm d emple, Jr., a member /manager of Albemarle Restorations, LLC, a limited liability company, personally appeared before me this day and acknowledged the due execution of the foregoing instrument on behalf of the company. Witness my hand and official seal, this the Vday of , � My Commission expires: too A TOZ'��s4 • , J � • ® �o • r ,. r 18101881 lost0o STATE OF NORTH CAROLINA DEED OF CONSERVATION EASEMENT AND RIGHT OF ACCESS PROVIDED PURSUANT TO FULL DELIVERY MITIGATION CONTRACT COUNTY SPO File Number: EEP Project Number: Prepared by Office of the Attorney General Property Control Section Return to NC Department of Administration State Property Office 1321 Mail Service Center Raleigh, NC 27699 -1321 THIS DEED OF CONSERVATION EASEMENT AND RIGHT OF ACCESS, made this day of , 20_, by Landowner name goes here , ( "Grantor "), whose mailing address is Landowner address goes here , to the State of North Carolina, ( "Grantee "), whose mailing address is State of North Carolina, Department of Administration, State Property Office, 1321 Mail Service Center, Raleigh, NC 27699 -1321 The designations of Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine, or neuter as required by context WITNESSETH: WHEREAS, pursuant to the provisions of N C Gen Stat § 143 -214 8 et seg , the State of North Carolina has established the Ecosystem Enhancement Program (formerly known as the Wetlands Restoration Program) within the Department of Environment and Natural Resources for the purposes of acquiring, maintaining, restoring, enhancing, creating and preserving wetland and riparian resources that contribute to the protection and improvement of water quality, flood prevention, fisheries, aquatic habitat, wildlife habitat, and recreational opportunities, and NCEEP Full Delivery Conservation Easement Template adopted 5 July 2012 Page 1 of 11 WHEREAS, this Conservation Easement from Grantor to Grantee has been negotiated, arranged and provided for as a condition of a full delivery contract between ( insert name and address of full delivery contract provider ) and the North Carolina Department of Environment and Natural Resources, to provide stream, wetland and/or buffer mitigation pursuant to the North Carolina Department of Environment and Natural Resources Purchase and Services Contract Number WHEREAS, The State of North Carolina is qualified to be the Grantee of a Conservation - ; Easement pursuant to N C Gen Stat § 121 -35, and WHEREAS, the Department of Environment and Natural Resources and the United States Army Corps of Engineers, Wilmington District entered into a Memorandum of Understanding, (MOU) duly executed by all parties on November 4, 1998 This MOU recognized that the Wetlands Restoration Program was to provide effective compensatory mitigation for authorized impacts to wetlands, streams and other aquatic resources by restoring, enhancing and preserving the wetland and riparian areas of the State, and WHEREAS, the Department of Environment and Natural Resources, the North Carolina Department of Transportation and the United States Army Corps of Engineers, Wilmington District entered into a Memorandum of Agreement, (MOA) duly executed by all parties in Greensboro, NC on July 22, 2003, which recognizes that the Ecosystem Enhancement Program is to provide for compensatory mitigation by effective protection of the land, water and natural resources of the State by restoring, enhancing and preserving ecosystem functions, and WHEREAS, the Department of Environment and Natural Resources, the U S Army Corps of Engineers, the U S Environmental Protection Agency, the U S Fish and Wildlife Service, the North Carolina Wildlife Resources Commission, the North Carolina Division of Water Quality, the North Carolina Division of Coastal Management, and the National Marine Fisheries Service entered into an agreement to continue the In -Lieu Fee operations of the North Carolina Department of Natural Resources' Ecosystem Enhancement Program with an effective date of 28 July, 2010, which supersedes and replaces the previously effective MOA and MOU referenced above, and WHEREAS, the acceptance of this instrument for and on behalf of the State of North Carolina was granted to the Department of Administration by resolution as approved by the Governor and Council of State adopted at a meeting held in the City of Raleigh, North Carolina, on the 8`h day of February 2000, and WHEREAS, the Ecosystem Enhancement Program in the Department of Environment and Natural Resources, which has been delegated the authority authorized by the Governor and Council of State to the Department of Administration, has approved acceptance of this instrument, and WHEREAS, Grantor owns in fee simple certain real property situated, lying, and being in Township, County, North Carolina (the "Property "), and being NCEEP Full Delivery Conservation Easement Template adopted 5 July 2012 Page 2 of 1 1 more particularly described as that certain parcel of land containing approximately acres and being conveyed to the Grantor by deed as recorded in Deed Book at Page of the County Registry, North Carolina, and WHEREAS, Grantor is willing to grant a Conservation Easement and Right of Access over the herein described areas of the Property, thereby restricting and limiting the use of the areas of the Property subject to the Conservation Easement to the terms and conditions and purposes hereinafter set forth, and Grantee is willing to accept said Easement and Access Rights The Conservation Easement shall be for the protection and benefit of the waters of if known insert name of stream, branch, river or waterway here NOW, THEREFORE, in consideration of the mutual covenants, terms, conditions, and restrictions hereinafter set forth, Grantor unconditionally and irrevocably hereby grants and conveys unto Grantee, its successors and assigns, forever and in perpetuity, a Conservation Easement along with a general Right of Access The Conservation Easement Area consists of the following Tracts Number containing a total of acres as shown on the plats of survey entitled "Final Plat, Conservation Easement for North Carolina Ecosystem Enhancement Program, Project Name , SPO File No , EEP Site No , Property of ," dated , 20_ by name of surveyor, PLS Number and recorded in the County, North Carolina Register of Deeds at Plat Book Pages See attached "Exhibit A ", Legal Description of area of the Property hereinafter referred to as the "Conservation Easement Area" The purposes of this Conservation Easement are to maintain, restore, enhance, construct, create and preserve wetland and/or riparian resources in the Conservation Easement Area that contribute to the protection and improvement of water quality, flood prevention, fisheries, aquatic habitat, wildlife habitat, and recreational opportunities, to maintain permanently the Conservation Easement Area in its natural condition, consistent with these purposes, and to prevent any use of the Easement Area that will significantly impair or interfere with these purposes To achieve these purposes, the following conditions and restrictions are set forth I. DURATION OF EASEMENT Pursuant to law, including the above referenced statutes, this Conservation Easement and Right of Access shall be perpetual and it shall run with, and be a continuing restriction upon the use of, the Property, and it shall be enforceable by the Grantee against the Grantor and against Grantor's heirs, successors and assigns, personal representatives, agents, lessees, and licensees II. GRANTOR RESERVED USES AND RESTRICTED ACTIVITIES NCEEP Full Delivery Conservation Easement Template adopted 5 July 2012 Page 3 of l I The Conservation Easement Area shall be restricted from any development or usage that would impair or interfere with the purposes of this Conservation Easement Unless expressly reserved as a compatible use herein, any activity in, or use of, the Conservation Easement Area by the Grantor is prohibited as inconsistent with the purposes of this Conservation Easement Any rights not expressly reserved hereunder by the Grantor have been acquired by the Grantee Any rights not expressly reserved hereunder by the Grantor, including the rights to all mitigation credits, including, but not limited to, stream, wetland, and riparian buffer mitigation units, derived from each site within the area of the Conservation Easement, are conveyed to and belong to the Grantee Without limiting the generality of the foregoing, the following specific uses are prohibited, restricted, or reserved as indicated A. Recreational Uses. Grantor expressly reserves the right to undeveloped recreational uses, including hiking, bird watching, hunting and fishing, and access to the Conservation Easement Area for the purposes thereof B. Motorized Vehicle Use. Motorized vehicle use in the Conservation Easement Area is prohibited except within a Crossing Area(s) or Road or Trail as shown on the recorded survey plat or as specifically allowed within a fence maintenance zone as described in section D or a Road or Trail described in section H The Grantor reserves the right, for himself, his successors and assigns, to operate motorized vehicles within Crossing Area(s) described on the survey recorded in Plat Book , Page , of the County Registry as "reserved stream crossing" Said crossing shall not exceed feet in width, and must be maintained and repaired by Grantor, his successors or assigns to prevent degradation of the Conservation Easement Area C. Educational Uses. The Grantor reserves the right to engage in and permit others to engage in educational uses in the Conservation Easement Area not inconsistent with this Conservation Easement, and the right of access to the Conservation Easement Area for such purposes including organized educational activities such as site visits and observations Educational uses of the property shall not alter vegetation, hydrology or topography of the site D. Damage to Vegetation. Except within Crossing Area(s) as shown on the recorded survey plat and as related to the removal of non - native plants, diseased or damaged trees, or vegetation that destabilizes or renders unsafe the Conservation Easement Area to persons or natural habitat, all cutting, removal, mowing, harming, or destruction of any trees and vegetation in the Conservation Easement Area is prohibited with the following exception Notwithstanding the foregoing, if there is a fence within the Conservation Easement Area, the Grantor reserves the right to mow and maintain vegetation within 10 feet of the Conservation Easement boundary as shown on the Survey Plat and extending along the entire length of the fence The Grantor, his successors or assigns shall be solely responsible for maintenance of the fence for as long as there is livestock on the Grantor's property adjacent to the Conservation Easement Area NCEEP Full Delivery Conservation Easement Template adopted 5 July 2012 Page 4 of I 1 -- E. Industrial, Residential and Commercial Uses. All industrial, residential and commercial uses are prohibited in the Conservation Easement Area F. Agricultural Use. All agricultural uses are prohibited within the Conservation Easement Area including any use for cropland, waste lagoons, or pastureland G. New Construction. There shall be no building, facility, mobile home, antenna, utility pole, tower, or other structure constructed or placed in the Conservation Easement Area H. Roads and Trails. There shall be no construction or maintenance of roads, trails, walkways, or paving in the Conservation Easement Area with the following exception Only roads and trails located within the Conservation Easement Area prior to completion of the construction of the restoration project and within crossings shown on the recorded survey plat may be maintained by Grantor, successors or assigns to allow for access to the interior of the Property, and must be repaired and maintained to prevent runoff and degradation to the Conservation Easement Area Such roads and trails shall be covered with pervious materials such as loose gravel or permanent vegetation in order to minimize runoff and prevent sedimentation I. Signs. No signs shall be permitted in the Conservation Easement Area except interpretive signs describing restoration activities and the conservation values of the Conservation Easement Area, signs identifying the owner of the Property and the holder of the Conservation Easement, signs giving directions, or signs prescribing rules and regulations for the use of the Conservation Easement Area J. Dumping or Storing. Dumping or storage of soil, trash, ashes, garbage, waste, abandoned vehicles, appliances, machinery, or any other material in the Conservation Easement Area is prohibited K. Grading, Mineral Use, Excavation, Dredging. There shall be no grading, filling, excavation, dredging, mining, drilling, hydraulic fracturing, removal of topsoil, sand, gravel, rock, peat, minerals, or other materials L. Water Quality and Drainage Patterns. There shall be no diking, draining, dredging, channeling, filling, leveling, pumping, impounding or diverting, causing, allowing or permitting the diversion of surface or underground water in the Conservation Easement Area No altering or tampering with water control structures or devices, or disruption or alteration of the restored, enhanced, or created drainage patterns is allowed All removal of wetlands, polluting or discharging into waters, springs, seeps, or wetlands, or use of pesticide or biocides in the Conservation Easement Area is prohibited In the event of an emergency interruption or shortage of all other water sources, water from within the Conservation Easement Area may temporarily be withdrawn for good cause shown as needed for the survival of livestock on the Property M. Subdivision and Conveyance. Grantor voluntarily agrees that no further subdivision, partitioning, or dividing of the Conservation Easement Area portion of the Property owned by the NCEEP Full Delivery Conservation Easement Template adopted 5 July 2012 Page 5 of I I Grantor in fee simple ( "fee ") that is subject to this Conservation Easement is allowed Any future transfer of the Property shall be subject to this Conservation Easement and Right of Access and to the Grantee's right of unlimited and repeated ingress and egress over and across the Property to the Conservation Easement Area for the purposes set forth herein N. Development Rights. All development rights are permanently removed from the Conservation Easement Area and are non - transferrable O. Disturbance of Natural Features Any change, disturbance, alteration or impairment of the natural features of the Conservation Easement Area or any intentional introduction of non- native plants, trees and/or animal species by Grantor is prohibited The Grantor may request permission to vary from the above restrictions for good cause shown, provided that any such request is not inconsistent with the purposes of this Conservation Easement, and the Grantor obtains advance written approval from the N C Ecosystem Enhancement Program, whose mailing address is 1652 Mail Services Center, Raleigh, NC 27699 -1652 III. GRANTEE RESERVED USES A. Right of Access, Construction, and Inspection. The Grantee, its employees and agents, successors and assigns, receive a perpetual Right of Access to the Conservation Easement Area over the Property at reasonable times to undertake any activities to restore, construct, manage, maintain, enhance, protect, and monitor the stream, wetland and any other riparian resources in the Conservation Easement Area, in accordance with restoration activities or a long -term management plan Unless otherwise specifically set forth in this Conservation Easement, the rights granted herein do not include or establish for the public any access rights B. Restoration Activities. These activities include planting of trees, shrubs and herbaceous vegetation, installation of monitoring wells, utilization of heavy equipment to grade, fill, and prepare the soil, modification of the hydrology of the site, and installation of natural and manmade materials as needed to direct in- stream, above ground, and subterraneous water flow C. Signs. The Grantee, its employees and agents, successors or assigns, shall be permitted to place signs and witness posts on the Property to include any or all of the following describe the project, prohibited activities within the Conservation Easement, or identify the project boundaries and the holder of the Conservation Easement D. Fences. The Grantee, its employees and agents, successors or assigns, shall be permitted to place fencing on the Property within the Conservation Easement Area to restrict livestock access Although the Grantee is not responsible for fence maintenance, the Grantee reserves the right to maintain, repair or replace the fence at the sole discretion of the Grantee and at the expense of the Grantor, who agrees to indemnify the Grantee for any costs incurred as a result of maintenance, repair or replacement of the fence if such costs are required to protect the Conservation Easement Area from repeated incidents of grazing or other prohibited activities NCEEP Full Delivery Conservation Easement Template adopted 5 July 2012 Page 6 of 11 E. Crossing Area(s). The Grantee is not responsible for maintenance of crossing area(s), however, the Grantee, its employees and agents, successors or assigns, reserve the right to repair crossing area(s), at its sole discretion and to recover the cost of such repairs from the Grantor if such repairs are needed as a result of activities of the Grantor, his successors or assigns IV. ENFORCEMENT AND REMEDIES A. Enforcement. To accomplish the purposes of this Conservation Easement, Grantee is allowed to prevent any activity within the Conservation Easement Area that is inconsistent with the purposes of this Conservation Easement and to require the restoration of such areas or features in the Conservation Easement Area that may have been damaged by such unauthorized activity or use Upon any breach of the terms of this Conservation Easement by Grantor, the Grantee shall, except as provided below, notify the Grantor in writing of such breach and the Grantor shall have ninety (90) days after receipt of such notice to correct the damage caused by such breach If the breach and damage remains uncured after ninety (90) days, the Grantee may enforce this Conservation Easement by bringing appropriate legal proceedings including an action to recover damages, as well as injunctive and other relief The Grantee shall also have the power and authority, consistent with its statutory authority (a) to prevent any impairment of the Conservation Easement Area by acts which may be unlawful or in violation of this Conservation Easement, (b) to otherwise preserve or protect its interest in the Property, or (c) to seek damages from any appropriate person or entity Notwithstanding the foregoing, the Grantee reserves the immediate right, without notice, to obtain a temporary restraining order, injunctive or other appropriate relief, if the breach is or would irreversibly or otherwise materially impair the benefits to be derived from this Conservation Easement, and the Grantor and Grantee acknowledge that the damage would be irreparable and remedies at law inadequate The rights and remedies of the Grantee provided hereunder shall be in addition to, and not in lieu of, all other rights and remedies available to Grantee in connection with this Conservation Easement B. Inspection. The Grantee, its employees and agents, successors and assigns, have the right, with reasonable notice, to enter the Conservation Easement Area over the Property at reasonable times for the purpose of inspection to determine whether the Grantor is complying with the terms, conditions and restrictions of this Conservation Easement C. Acts Beyond Grantor's Control. Nothing contained in this Conservation Easement shall be construed to entitle Grantee to bring any action against Grantor for any injury or change in the Conservation Easement Area caused by third parties, resulting from causes beyond the Grantor's control, including, without limitation, fire, flood, storm, and earth movement, or from any prudent action taken in good faith by the Grantor under emergency conditions to prevent, abate, or mitigate significant injury to life or damage to the Property resulting from such causes D. Costs of Enforcement. Beyond regular and typical monitoring expenses, any costs incurred by Grantee in enforcing the terms of this Conservation Easement against Grantor, including, without limitation, any costs of restoration necessitated by Grantor's acts or omissions in violation of the terms of this Conservation Easement, shall be borne by Grantor NCEEP Full Delivery Conservation Easement Template adopted 5 July 2012 Page 7 of 1 I E. No Waiver. Enforcement of this Easement shall be at the discretion of the Grantee and any forbearance, delay or omission by Grantee to exercise its rights hereunder in the event of any breach of any term set forth herein shall not be construed to be a waiver by Grantee V. MISCELLANEOUS A. This instrument sets forth the entire agreement of the parties with respect to the Conservation Easement and supersedes all prior discussions, negotiations, understandings or agreements relating to the Conservation Easement If any provision is found to be invalid, the remainder of the provisions of the Conservation Easement, and the application of such provision to persons or circumstances other than those as to which it is found to be invalid, shall not be affected thereby B. Grantor is responsible for any real estate taxes, assessments, fees, or charges levied upon the Property Grantee shall not be responsible for any costs or liability of any kind related to the ownership, operation, insurance, upkeep, or maintenance of the Property, except as expressly provided herein Upkeep of any constructed bridges, fences, or other amenities on the Property are the sole responsibility of the Grantor Nothing herein shall relieve the Grantor of the obligation to comply with federal, state or local laws, regulations and permits that may apply to the exercise of the Reserved Rights 4 C. Any notices shall be sent by registered or certified mail, return receipt requested to the parties at their addresses shown herein or to other addresses as either party establishes in writing upon notification to the other D. Grantor shall notify Grantee in writing of the name and address and any party to whom the Property or any part thereof is to be transferred at or prior to the time said transfer is made Grantor further agrees that any subsequent lease, deed, or other legal instrument by which any interest in the Property is conveyed is subject to the Conservation Easement herein created E. The Grantor and Grantee agree that the terms of this Conservation Easement shall survive any merger of the fee and easement interests in the Property or any portion thereof F. This Conservation Easement and Right of Access may be amended, but only in writing signed by all parties hereto, or their successors or assigns, if such amendment does not affect the qualification of this Conservation Easement or the status of the Grantee under any applicable laws, and is consistent with the purposes of the Conservation Easement The owner of the Property shall notify the State Property Office and the U S Army Corps of Engineers in writing sixty (60) days prior to the initiation of any transfer of all or any part of the Property or of any request to void or modify this Conservation Easement Such notifications and modification requests shall be addressed to Ecosystem Enhancement Program Manager State Property Office 1321 Mail Service Center NCEEP Full Delivery Conservation Easement Template adopted 5 July 2012 Page 8 of 1 1 E. No Waiver. Enforcement of this Easement shall be at the discretion of the Grantee and any forbearance, delay or omission by Grantee to exercise its rights hereunder in the event of any breach of any term set forth herein shall not be construed to be a waiver by Grantee V. MISCELLANEOUS A. This instrument sets forth the entire agreement of the parties with respect to the Conservation Easement and supersedes all prior discussions, negotiations, understandings or agreements relating to the Conservation Easement If any provision is found to be invalid, the remainder of the provisions of the Conservation Easement, and the application of such provision to persons or circumstances other than those as to which it is found to be invalid, shall not be affected thereby B. Grantor is responsible for any real estate taxes, assessments, fees, or charges levied upon the Property Grantee shall not be responsible for any costs or liability of any kind related to the ownership, operation, insurance, upkeep, or maintenance of the Property, except as expressly provided herein Upkeep of any constructed bridges, fences, or other amenities on the Property are the sole responsibility of the Grantor Nothing herein shall relieve the Grantor of the obligation to comply with federal, state or local laws, regulations and permits that may apply to the exercise of the Reserved Rights C. Any notices shall be sent by registered or certified mail, return receipt requested to the parties at their addresses shown herein or to other addresses as either party establishes in writing upon notification to the other D. Grantor shall notify Grantee in writing of the name and address and any party to whom the Property or any part thereof is to be transferred at or prior to the time said transfer is made Grantor further agrees that any subsequent lease, deed, or other legal instrument by which any interest in the Property is conveyed is subject to the Conservation Easement herein created E. The Grantor and Grantee agree that the terms of this Conservation Easement shall survive any merger of the fee and easement interests in the Property or any portion thereof F. This Conservation Easement and Right of Access may be amended, but only in writing signed by all parties hereto, or their successors or assigns, if such amendment does not affect the qualification of this Conservation Easement or the status of the Grantee under any applicable laws, and is consistent with the purposes of the Conservation Easement The owner of the Property shall notify the State Property Office and the U S Army Corps of Engineers in writing sixty (60) days prior to the initiation of any transfer of all or any part of the Property or of any request to void or modify this Conservation Easement Such notifications and modification requests shall be addressed to Ecosystem Enhancement Program Manager State Property Office 1321 Mail Service Center NCEEP Full Delivery Conservation Easement Template adopted 5 July 2012 Page 8 of 1 1 Raleigh, NC 27699 -1321 and General Counsel US Army Corps of Engineers 69 Darlington Avenue Wilmington, NC 28403 G. The parties recognize and agree that the benefits of this Conservation Easement are in gross and assignable provided, however, that the Grantee hereby covenants and agrees, that in the event it transfers or assigns this Conservation Easement, the organization receiving the interest will be a qualified holder under N C Gen Stat § 121 -34 et seq and § 170(h) of the Internal Revenue Code, and the Grantee further covenants and agrees that the terms of the transfer or assignment will be such that the transferee or assignee will be required to continue in perpetuity the conservation purposes described in this document VI. QUIET ENJOYMENT Grantor reserves all remaining rights accruing from ownership of the Property, including the right to engage in or permit or invite others to engage in only those uses of the Conservation Easement Area that are expressly reserved herein, not prohibited or restricted herein, and are not inconsistent with the purposes of this Conservation Easement Without limiting the generality of the foregoing, the Grantor expressly reserves to the Grantor, and the Grantor's invitees and licensees, the right of access to the Conservation Easement Area, and the right of quiet enjoyment of the Conservation Easement Area, TO HAVE AND TO HOLD, the said rights and easements perpetually unto the State of North Carolina for the aforesaid purposes, AND Grantor covenants that Grantor is seized of said premises in fee and has the right to convey the permanent Conservation Easement herein granted, that the same is free from encumbrances and that Grantor will warrant and defend title to the same against the claims of all persons whomsoever NCEEP Full Delivery Conservation Easement Template adopted 5 July 2012 Page 9 of 1 I IN TESTIMONY WHEREOF, the Grantor has hereunto set his hand and seal, the day and year first above written (SEAL) NORTH CAROLINA COUNTY OF I, , a Notary Public in and for the County and State aforesaid, do hereby certify that , Grantor, personally appeared before me this day and acknowledged the execution of the foregoing instrument IN WITNESS WHEREOF, I have hereunto set my hand and Notary Seal this the day of 120— Notary Public My commission expires NCEEP Full Delivery Conservation Easement Template adopted 5 July 2012 Page 10 of 11 Exhibit A [INSERT LEGAL DESCRIPTION] NCEEP Full Delivery Conservation Easement Template adopted 5 July 2012 Page I 1 of I 1 APPENDIX 6 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id SAW -2013 -02062 County Gates U S G S Quad NC- MERCHANTS MILLPOND NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner: S &M Farms, LLC. Mr. Myron Hofler Address: 539 NC 32 South Sunbury, NC, 27979 Telephone Number. (252) 340 -1706 Size (acres) 28 Nearest Town Sunbury Nearest Waterway Bennetts Creek River Basin Chowan. North Carolina, Virginia. USGS HUC 3010203 Coordinates Latitude 36.431967 Longitude. - 76.653084 Location description The project area is an agricultural field located north of SR1404 approximately 3 miles west of the town of Sunbury in Gates County, North Carolina Indicate Which of the Following Apply: A. Preliminary Determination _ Based on preliminary information, these maybe wetlands on the above described property We strongly suggest you have this pi opet ty inspected to determine the extent of Department of the Army (DA) jurisdiction To be considered final, a jur rsdictional determmation must be verified by the Corps This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331) If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for fmiliet instruction Also, you may provide new information for further consideration by the Corps to reevaluate the JD B. Approved Determination _ There are Navigable Waters of the United States within the above described property subject to the permit requuements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act Unless there is a change m the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification _ Thei a are waters of the U S including wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344), Unless there is a change in the law or our published regulations, this determination may be relied upon for a pei rod not to exceed five years from the date of this notification We strongly suggest you have the wetlands on your property delineated Due to the size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner For a moi a timely delineation, you may wish to obtain a consultant To be considered final, any delineation must be verified by the Corps The waters of the U S including wetlands on your project area have been delineated and the delineation has been verified by the Corps We strongly suggest you have this delineation surveyed Upon completion, this survey should be reviewed and verified by the Corps Once verified, this stu vey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published i egulatrons, may be relied upon for a period not to exceed five years _ The waters of the U S including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification X There ate no waters of the US, to include wetlands, present on the above described project area which are subject to the permit requuements of Section 404 of the Clean Water Act (33 USC 1344) Unless there is a change m the law or our published regulations, tlus determination may be relied upon for a per rod not to exceed five years from the date of this notification Page l of 2 _ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Ai ea Management Act (CAMA) You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808 -2808 to determine then requirements Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311) If you have any questions regarding this determination and/or the Corps iegulatory program, please contact Kyle Barnes at 910- 251 -4584 or Kyle.W.Barnes(a) usace.arm .mil. C. Basis For Determination: The 1987 Corns of Engineers Wetland Delineation Manual and the Atlantic and Gulf Coastal Plain Regional Supplement. D. Remarks: The site exhibited hydric soils and evidence of seasonal hydrology in the upper twelve inches of the soils surface but lacked hvdrophytic vegetation. E. Attention USDA Program Participants This dehneation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request The delmeation/determmation may not be valid for the wetland conservation provisions of the Food Security Act of 1985 If you or your tenant ai e USDA Pi ogram participants, or anticipate participation in USDA pi ogi ams, you should request a certified wetland determination fi om the local office of the Natural Resources Conservation Service, prior to starting work F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B. above) This correspondence constitutes an approved jurisdictional determination foi the above described site If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331 Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request foi appeal (RFA) form If you request to appeal this determination you must subnut a completed RFA form to the following address US Army Corps of Engineeis South Atlantic Division Attn Jason Steele, Review Officer 60 Forsyth Street SW, Room 10M15 Atlanta, Georgia 30303 -8801 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 3315, and that it has been received by the Division Office within 60 days of the date of the NAP Should you decide to submit an RFA form, it must be received at the above address by December 20, 2013 * *It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence ** A Corps Regulatory Official Date October 21, 2013 Expiration Date October 21, 2018 The Wilmington Dist ict is committed to providing the highest level ofsupporl to the public To help its ensure time continue to do so, please complete the attached cusiomw Satisfaction Szu vey or visit httn / /per2 nup usace ann)1 millsull'o, him to complete the siovey online Copy furnished Albemarle Restorations, LLC. Mr. Ed Temple Post Office Box 206 Fairfield, North Carolina 27826 WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region Project/Site Hofler Property City /County Gates County Sampling Date August 16, 2012 Applicant/Owner S &M Farms, LLC State NC Sampling Point Investigator(s) Albemarle Restorations, LLC Section, Township, Range Landform (hillslope, terrace, etc) Coastal Plain Local relief (concave, convex, none) none Slope ( %) <11% Subregion (LRR or MLRA) LLR T Lat +36c,25'48 44" Long -76039' 10 91" Datum Sod Map Unit Name Pantego fine sandy loam, 0 -2% slopes, Bladen loam, 0 -2% slopes NWI classification None Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks ) Are Vegetation Sod or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No Are Vegetation Sod or Hydrology naturally problematic? (If needed, explain any answers in Remarks ) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Sod Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks In progress HYDROLOGY Wetland Hydrology Indicators Secondary Indicators (minimum of two regwred) ❑ Surface Soil Cracks (136) ❑ Sparsely Vegetated Concave Surface (B8) Primary Indicators (minimum of one is required check all that apply) ❑ Surface Water (Al) El Aquatic Fauna (B13) Q�r High Water Table (A2) --1f Marl Deposits (B15) (LRR U) El Patterns (1310) Saturation (A3) 1L- 1'Z Hydrogen Sulfide Odor (Cl) g✓ Moss Trim Lines (616) r�L_I Water Marks (B1) u Oxidized Rhizospheres along Living Roots (C3) II Dry- Season Water Table (C2) rrrL- --Jttl Sediment Deposits (132) Presence of Reduced Iron (C4) ✓_❑ Crayfish Burrows (C8) Drift Deposits (63) lQ-f L-I Recent Iron Reduction in Tilled Sods (C6) Saturation Visible on Aerial Imagery (C9) _ 1.1 Algal Mat or Crust (134) ❑ Thin Muck Surface (C7) Geomorphic Position (D2) a Iron Deposits (65) Other (Explain in Remarks) Shallow Agwtard (D3) Q Inundation Visible on Aerial Imagery (B7) j]✓ FAC- Neutral Test (D5) Q Water - Stained Leaves (B9) ❑ Sphagnum moss (D8) (LRR T, U) Field Observations Surface Water Present? Yes No Depth (inches) Water Table Present? Yes No Depth (inches) Saturation Present? Yes No Depth (inches) Wetland Hydrology Present? Yes No includes capillary frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available Remarks In progress US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2 0 VEGETATION (Four Strata) — Use scientific names of plants Tree Stratum (Plot size ) 1 2 3 4 5 6 7 8 50% of total cover Sapling /Shrub Stratum (Plot size ) 1 2 3 4 5 6 7 8 50% of total cover Herb Stratum (Plot size ) 1 2 3 4 5 6 7 8 9 10 11 12 50% of total cover Woody Vine Stratum (Plot size ) 1 2 3 4 5 50% of total cover Remarks (If observed, list morphological adaptations In progress Sampling Point Absolute Dominant Indicator Dominance Test worksheet % Cover Species? Status Number of Dominant Species That Are OBL, FACW, or FAC (A) Total Number of Dominant Species Across All Strata (B) Percent of Dominant Species That Are OBL, FACW, or FAC (A/B) Prevalence Index worksheet Total % Cover of Multioly by = Total Cover OBL species x 1 = 20% of total cover FACW species x 2 = _ FAC species x 3 = FACU species x4= UPL species x 5 = Column Totals (A) (B) Prevalence Index = B/A = Hydrophytic Vegetation Indicators 1 - Rapid Test for Hydrophytic Vegetation ❑ 2 - Dominance Test is >50% 3 - Prevalence Index is < -3 0' = Total Cover ❑ Problematic Hydrophytic Vegetation' (Explain) 20% of total cover 'Indicators of hydnc soil and wetland hydrology must be present, unless disturbed or problematic Definitions of Four Vegetation Strata Tree - Woody plants, excluding vines, 3 in (7 6 cm) or more in diameter at breast height (DBH), regardless of height Sapling /Shrub - Woody plants, excluding vines, less than 3 in DBH and greater than 3 28 ft (1 m) tall Herb - AII herbaceous (non- woody) plants, regardless of size, and woody plants less than 3 28 It tall Woody vine - All woody vines greater than 3 28 ft in height = Total Cover 20% of total cover Hydrophytic = Total Cover Vegetation 20% of total cover Present? Yes No US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2 0 SOIL Sampling Point ption (Describe to the depth needed to document the indicator or confirm the absence of indicators) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type Loc Texture Remarks 'Type C= Concentration, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains Hydric Sod Indicators (Applicable to all LRRs, unless otherwise noted ) n Histosol (Al) Histic Epipedon (A2) ✓ Black Histic (A3) D Hydrogen Sulfide (A4) n Stratified Layers (A5) LFJ� Organic Bodies (A6) (LRR P, T, U) II 5 cm Mucky Mineral (A7) (LRR P, T, U) ❑ Muck Presence (A8) (LRR U) D✓ 1 cm Muck (A9) (LRR P, T) D✓ Depleted Below Dark Surface (A11) 2✓ Thick Dark Surface (Al2) D Coast Prairie Redox (A16) (MLRA 150A) ✓❑ Sandy Mucky Mineral (S1) (LRR O, S) Sandy Gleyed Matrix (S4) Sandy Redox (S5) ✓ Stripped Matrix (S6) ❑ Dark Surface (S7) (LRR P, S, T, U) Restrictive Layer (if observed) Type Depth (inches) Remarks In progress 2Location PL =Pore Lining, M= Matrix Indicators for Problematic Hydnc Soils' Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O) Thin Dark Surface (S9) (LRR S, T, U) T LJ 2 cm Muck (A10) (LRR S) Loamy Mucky Mineral (F1) (LRR O) Reduced Vertic (F18) (outside MLRA 150A,B) Loamy Gleyed Matrix (F2) T�-I u Piedmont Floodplain Sods (F19) (LRR P, S, T) Depleted Matrix (F3) Anomalous Bright Loamy Soils (F20) Redox Dark Surface (F6) (MLRA 1536) ❑ Depleted Dark Surface (F7) Red Parent Material (TF2) -❑ Redox Depressions (F8) Very Shallow Dark Surface (TF12) Mari (F10) (LRR U) ]:] Other (Explain in Remarks) Depleted Ochnc (F11) (MLRA 151) Iron - Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, Delta Ochnc (F17) (MLRA 151) unless disturbed or problematic Reduced Vertic (F18) (MLRA 150A, 15013) Piedmont Floodplain Soils (F19) (MLRA 149A) Anomalous Bright Loamy Soils (1720) (MLRA 149A, 153C, 153D) Hydnc Sod Present? Yes No US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2 0 Albemarle Restorations, LLC Wetland Restoration Stream Restoration Wildlife Habitat December 12, 2012 Travis W Wilson Eastern Region Highway Project Coordinator Habitat Conservation Program NC Wildlife Resources Commission 1718 Hwy 56 West Creedmoor, NC 27522 Re: Hofler Property Wetland Mitigation Project (Gates County) Fish and Wildlife Coordination Act Project Review Dear Mr Wilson, The purpose of this letter is to request review and comment on any possible issues that might emerge with respect to fish and wildlife issues associated with wetland restoration work on the above referenced project The proposed project, Hofler Property, consists of 22 acres situated on a 345 19 acre property located within the northeast quadrant of the intersection between Water Swamp Rd and Silver Springs Rd in the central region of Gates County, NC More specifically, the project lies approximately 2 40 miles west - southwest of the town of Sunbury, 6 miles east of the town of Gatesville, 6 3 miles north of the town of Mintonsville, and within 0 50 miles south of the Merchants Mill Pond State Park The site has been identified for the purpose of providing in -kind mitigation for unavoidable wetland impacts under the North Carolina Ecosystem Enhancement Program (NCEEP) The project consists of a rectangular tract of land that has been ditched and drained for agricultural production since at least 1938 A vicinity map (USGS) and concept plan with approximate project boundaries are enclosed to assist with the review We thank you in advance for your timely response and cooperation Please feel free to contact us with any questions that you may have Sincerely, Edmund R Temple, Jr Principal P O BOX 176 FAIRFIELD, NC 27826 PHONE (252)333 -0249 Albemarle Restorations, LLC Wetland Restoration Stream Restoration Wildlife Habitat December 12, 2012 North Carolina Historic Preservation Office 4617 Mail Service Center Raleigh, NC 27699 RE: Hofler Property Wetland Mitigation Project (Gates County) Historic Resources Project Review Dear Sir or Madam, We are requesting that your staff conduct a Historical Review of your Natural Heritage database for any recorded historical or archeological resources on the above referenced project We are requesting written concurrence that no eligible properties will be impacted as a result of this project This request is being made to partially fulfill Federal requirements associated with the National Historic Preservation Act, Section 106 review of the subject property The proposed project, Hofler Property, consists of 22 acres situated on a 345 19 acre property located within the northeast quadrant of the intersection between Water Swamp Rd and Silver Springs Rd in the central region of Gates County, NC More specifically, the project lies approximately 2 40 miles west - southwest of the town of Sunbury, 6 miles east of the town of Gatesville, 6 3 miles north of the town of Mintonsville, and within 0 50 miles south of the Merchants Mill Pond State Park The project consists of a rectangular tract of land that has been ditched and drained for agricultural production since at least 1938 The site has been identified for the purpose of providing in -kind mitigation for unavoidable wetland impacts under the North Carolina Ecosystem Enhancement Program (NCEEP) I have enclosed a vicinity map (USGS) and a copy of the concept plan If there are any questions or comments, please do not hesitate to contact this office Thank you for your time and attention to this matter Sincerely, Edmund R Temple, Jr Principal P O BOX 176 FAIRFIELD, NC 27826 PHONE (252)333 -0249 Albemarle Restorations, LLC Weiland Restoration Stream Restoration Wildlife Habitat January 16, 2013 Mr John Hammond Endangered Species Coordinator US Fish and Wildlife Service, Raleigh Field Office P 0 Box 33726 Raleigh, NC 27636 -3726 RE. Hofler Property Wetland Mitigation Project (Gates County) Threatened and Endangered Species Project Review Dear Mr Hammond, This is a follow up letter which provides additional habitat analysis information and conclusions on whether listed T &E species for Gates County will be affected by the proposed project The proposed project, Hofler Property, consists of 22 acres situated on a 345 19 acre property located within the northeast quadrant of the intersection between Water Swamp Rd. and Silver Springs Rd in the central region of Gates County, NC More specifically, the project lies approximately 2 40 miles west - southwest of the town of Sunbury, 6 miles east of the town of Gatesville, 6 3 miles north of the town of Mintonsville, and within 0 50 miles south of the Merchants Mill Pond State Park. The project consists of a rectangular tract of land that has been ditched and drained for agricultural production since at least 1938 An updated T &E species list for Gates County with habitat analyses for each species based on current on -site conditions is provided below We thank you in advance for your timely response and cooperation Please feel free to contact me at (252) 333 -0249 with any questions Sincerely, Edmund R Temple, Jr Principal P O BOX 176 FAIRFIELD, NC 27826 PHONE (252)333 -0249 Threatened and Endangered {T &E} Species List for Gates County Common Name Scientific Name Federal Record Biological Status Status Conclusion Vertebrates _ American alligator Alligator missusippiens T (S /A) Current No Effect American eel Anguilla rostrata FSC Current No Effect Atlantic sturgeon Acipenser oxyrinchus oxynnchus E Current No Effect Black- throated green warbler Dendroica virens waynei FSC Current No Effect Eastern Henslow's sparrow Ammodramus henslowu susurrans FSC Current No Effect Rafinesque's big -eared bat Corynorhinus rafinesquit FSC Historic No Effect Red - cockaded woodpecker Picoides borealis E Current No Effect Southeastern myotis Myotrs oustrorrparius FSC Current No Effect West Indian manatee Trichechus monatus E Current No Effect Invertebrate: Vascular Plant Grassleaf arrowhead Sagittana weatherbiana FSC Historic No Effect Pondspice Litsea aestivolis FSC Current No Effect Raven's boxseed Ludwigia rovenit FSC Historic No Effect Virginia least trillium Trillium pusillum var Trillium virginianum Current No Effect Habitat Analyses American alligator American alligators inhabit fresh and brackish marshes, ponds, lakes, rivers, swamps, bayous, canals, and large spring runs They often bask on partially submerged logs or on land next to the water Alligators dig dens in river or lake margins or in marshes, they spend cold winter and drought periods in the den They depend on access to air holes to survive in ice- covered ponds The American alligator is common in all drainages of Gates County, Merchants Millpond State Park, and Chowan River Once the project is completed, it could provide suitable habitat for American alligators, however in its current state as cropland, no suitable habitat exist Therefore, based on habitat requirements and an onsite review, a biological conclusion of "No Effect' has been made American eel American eel is a catadromous fish found on the eastern coast of North America that lives in fresh water and estuaries Eels are bottom dwellers and hide in burrows, tubes, snags, masses of plants, other types of shelters They are found in a variety of habitats including streams, rivers, and muddy or silt- bottomed lakes during their freshwater stage, as well as oceanic waters, coastal bays and estuaries Due to the proposed project's headwater location in the watershed and existing conditions, there is no suitable habitat for this species Therefore, a biological conclusion of "No Effect" has been made Atlantic sturgeon Atlantic sturgeon are anadromous fish that spawn in freshwater in the spring and early summer and migrate into "estuarine" and marine waters where they spend most of their lives In some southern rivers a fall spawning migration may also occur They spawn in moderately flowing water (46 -76 cm /s) in deep parts of large rivers Sub - adults and adults live in coastal waters and estuaries when not spawning, generally in shallow (10 -50 m depth) near shore areas dominated by gravel and sand substrates Due to the proposed project's headwater location in the watershed and existing conditions, there is no suitable habitat for this species Therefore, a biological conclusion of "No Effect" has been made Black- throated green warbler In southern Virginia and coastal North Carolina, black- throated green warblers are closely associated with Atlantic white cedar Where cedar is scarce or absent, such as coastal South Carolina, these birds are found primarily in non - alluvial forested wetlands or transitional zones between upland and wetland Black- throated green warblers are sometimes found in small or headwater riparian forests, but most observers suggest an association with forest stands growing in non - alluvial muck swamp The project area is currently tilled cropland with several degraded lateral drainage ditches Based on the habitat requirements and an onsite review, there is no suitable habitat for this species within the project area, therefore a biological conclusion of "No Effect" has been made Eastern Henslow's sparrow This species occupies ephemeral grassland habitats Specific grassland features include unbroken patches of at least 75 acres which are part of larger tracts (at least 400 acres), native grass species like little bluestem, prairie dropseed, blue point, and Indian grass, few woody plants, substantial litter and old, erect grass stems, and fairly deep weed and grass growth Periodic burning, light grazing, and controlled mowing produce these conditions Reclaimed strip mines, fallow fields, powerline cuts, and restored prairie can also be used by this sparrow Winter habitats include coastal grasslands, pine savannah, and pitcher plant bogs The project area is currently tilled cropland with several lateral drainage ditches Based on the habitat requirements and an onsite review, there is no suitable habitat for this species within the project area, therefore a biological conclusion of "No Effect" has been made Rafinespue's big -eared bat This bat has a split range in North Carolina, in the southern Appalachians, and in the sandhills and coastal plain Natural roost sites include hollow trees and caves, but throughout its range most records of this species are from abandoned buildings. Caves and mines are used by this bat in the upland portions of its range, including North Carolina In abandoned structures, this bat is found in the darkest portions of the building, preferring windowless rooms such as bathrooms and closets, but in caves, areas receiving some natural light seem preferred Sites along river systems and other permanent bodies of water nearby old growth forests are preferred. Based on the habitat requirements and an onsite review, there is no suitable habitat within the project area, nor is suitable habitat likely to occur once the project is completed Therefore, a biological conclusion of "No Effect" has been made Red- Cockaded woodpecker Red - Cockaded Woodpeckers (RCWs) require open stands of pine, containing trees at least 60 years old and living, in which to excavate their cavities Longleaf pines (Prnus palustrrs) are most commonly used as cavity trees, but other species of southern pine such as loblolly pine (Prnus toeda), are also acceptable Foraging habitat is provided in mature (greater than 30 years old) pine and mixed pine /hardwood stands ranging from 80 to 125 acres Dense stands of hardwoods, or pine stands with a dense hardwood understory are avoided The proposed project area is currently tilled cropland with several lateral ditches Once restored, the project will function as a non - riparian wetland dominated by stands of bottomland hardwoods and pockets of emergent wetland vegetation Based on the habitat requirements and an onsite review, there is no suitable habitat for RCWs within the project area, nor is suitable habitat likely to occur once the project is completed. Therefore, a biological conclusion of "No Effect" has been made Southeastern myotis These bats generally use buildings and other structures, mines, and hollow trees (e g , water tupelo, black gum, water hickory, bald cypress) for spring and summer roosts Foraging habitat is riparian floodplain forests or wooded wetlands with permanent open water These bats may forage primarily over lakes, ponds, or slow - moving streams Based on the habitat requirements and an onsite review, there is no suitable habitat within the project area, nor is suitable habitat likely to occur once the project is completed Therefore, a biological conclusion of "No Effect" has been made West Indian Manatee The West Indian Manatee is an endangered species which inhabits both marine and freshwater environments Based on the habitat requirements and an onsite review, there is no suitable habitat for Manatees within the project area, nor is suitable habitat likely to occur once the project is completed Therefore, a biological conclusion of "No Effect" has been made Grassleaf arrowhead This aquatic herbaceous plant is rooted to the ground with stems and leaves emerging above the water surface This species is commonly found in waterways, marshes, swamps, drainage ditches, irrigation channels and rice crops in warmer temperate, sub - tropical and tropical environments Currently, the distribution of this species is not found in this area The project site is currently tilled cropland with several lateral ditches Once restored, the project will function as a nonriparian depressional wetland dominated by stands of bottomland hardwoods and pockets of emergent wetland vegetation Based on the habitat requirements and an onsite review, there is no suitable habitat for this species within the project area, nor is suitable habitat likely to occur once the project is completed Pondspice Pondspice is a rare deciduous shrub found in wet areas of the outer Coastal Plain It is endemic to the southeastern US Coastal Plain and found nowhere else in the world It is found on margins of swamps, limesink ponds, bay heads, small ponds, pitcher plant savannas, natural doline ponds and to low wet woodlands This species occurs on wet, sandy or peaty, and quite acid soils Like Lindera, it may form thickets and thus, while spotty in distribution, may be abundant locally Based on the habitat requirements and an onsite review, there is no suitable habitat within the project area, nor is suitable habitat likely to occur once the project is completed Therefore, a biological conclusion of "No Effect" has been made Raven's boxseed This species is found in the coastal plain of Virginia, South Carolina, North Carolina, and northeast Florida_ It is restricted to open, wet, peaty places, such as ditches and the margins of swamps, ponds, and bogs and is considered an obligate wetland plant The project site is currently tilled cropland with several lateral ditches Once restored, the project will function as a non - riparian depressional wetland dominated by stands of bottomland hardwoods and pockets of emergent wetland vegetation Based on the habitat requirements and an onsite review, there is no suitable habitat for this species within the project area, nor is suitable habitat likely to occur once the project is completed Virginia least trillium This species is a vascular plant commonly found in low, alluvial woodlands such as palustrine forested wetlands The project site is currently tilled cropland with several lateral ditches Once restored, the project will function as a non - riparian depressional wetland dominated by stands of bottomland hardwoods and pockets of emergent wetland vegetation Based on the habitat requirements and an onsite review, there is no suitable habitat for this species within the project area, nor is suitable habitat likely to occur once the project is completed_ Albemarle Restorations, LLC Wetland Restoration Stream Restoration Wildlife Habitat March 12, 2013 North Carolina Department of Environment and Natural Resources Ecosystem Enhancement Program ATTN- Ms Heather Smith 1652 Mail Service Center Raleigh, NC 27699 -1652 RE: Task 1, Coastal Zone Management Act Requirements EEP Contract #004628, IMS# 95355 Hofler Property Site, Gates County, NC Dear Heather. Please find attached a revised Categorical Exclusion Form, page 7, regarding the Coastal Zone Management Act (CZMA) question #4 for the above referenced project A nationwide permit #27 will be required for the project and based on the North Carolina Department of Environment and Natural Resources (NCDENER), Division of Coastal Management (DCM) consistency concurrence letter dated March 12, 2012, to the US Army Corps of Engineers, Wilmmgton District, all 50 Nationwide permits are consistent with North Carolma's Coastal Management Program In the event that a nationwide permit is not received for the mitigation project then an individual consistency certification from NCDENR DCM will be provided- Please call me at 252- 333 -0249 or e -mail at edtemolOt voi cony if you have any questions or comments Sincerely, Edmund R Temple, Jr Principal P O BOX 204 GATESViLLE, NC 27938 PHONE (252)333 -0249 FAX (252)357.4892 Is the project located in a CAMA county? 2. Does the project involve ground - disturbing activities within a CAMA Area of Environmental Concern (AEC)? 4. Has NCDGM agreed that the project is consistent with the NG Goastal Management Lt Yes Program? ❑ No N/A ; -7, : +�; L: lit, I r_, on�n4�,1 R'-i3 i)nlis +' and Liribklai �'lf;, (,, EER :L.A`i 1 Is this a Yufl- delivery project? _ _ ✓ p Yes No 2. Has the zoning /land use of the subject property and adjacent properties ever been ❑ Yes designated as commercial or industrial? 0 No El NIA 3. As a resuR of a limited Phase I Site Assessment, are there k__ nown or potential Yes hazardous waste sites within or adjacent to the project area? []✓ No _ _ _ ___ 4. As a result of a Phase I Site Assessment, are there known or potential hazardous ❑ ❑ N/A Yes waste sites within or adjacent to the project area? ❑ No ✓[] N/A _ _ _ 5. As a result of a Phase II Site Assessment, are there known or potential hazardous j Yes waste sites within the project area? ❑ No ✓ N/A 6. Is there an approved hazardous mitigation plan? - Yes ❑ No N/A National Historic PrLS£ rva €ion A,:t SSuctit Ocl 1. Are there properties listed on, or efi�ibie for listing on, the National Register of _Yes _- Historic Places in the project area? ✓❑moo z. uum. ute NrupC1a wimi Suur puptnti b arlu uuCS Irrtl onr,%j nYV concur! LJ r e5 ❑ No _ Q✓ NIA 3. If the effects are adverse, have they been resolved? El Yes ❑ No _ _ _ _ _ ✓ N/A ' "f,7l�r,'r Qr':.-.,i' .�.S3i�ta ^L','r a.t.t t+'...� Fi -.. �.,rt - .. i "5i {�.;1 !' „i,.�ir_ -r : ,;l``..l r•it +. t.; -- i 1. Is this a "lull- delivery” project? ✓ Yes - __ ❑ No 2. Does the project require the acquisition of real estate? j Yes ❑ No 1 ❑ NIA _ 3. Was the property acquisition completed prior to the intent to use federal funds? Yes [] No El N/A _ 4. Has the owner of the property been informed: ✓ Yes ' prior to making an offer that the agency does not have condemnation authority;-and ❑ No what the fair market value is believed to be? _ � NIA Version 1.4, 8118/05 Appendix A Categorical Exclusion Form for Ecosystem Enhancement Program Projects Version 1.4 Note; Only Appendix A should to be submitted (along with any supporting documentation) as the environmental document. Part 1: General • Project PrO eGt Name: Hoffer Property County Name: Gates County EEP Number: 953515 Albemarle Restorations, LLG Pro ect Sponsor: Project Contact Name: Edmund Temple Project Contact Address: P.O. Box 176 Fairfield, NC 27826 Pro ect Contact E -mail: edterriplipawl. corn - EP Project Manager: I Heather Smith Project • r The proposed project will wilt provide up to 22.0 Nun - Riparian Wetland Mitigation Units (W MUs) in the Bennetts Creek targeted local watershed (HUC: 010 10203040040) of the Chowan River Basin (HUC: 03010203). For Official Use Only Reviewed By: Date EEP Project Manager Conditional Approved By: Date For Division Administrator FHWA Check this box if there are outstanding issues Final Approval By: Date For Division Administrator FHWA 6 Version 1.4, 8/18/05 Part 2: All Projects Response Coastal Zone Manacierrient Act CZMA 1. Is the project located in a CAMA county? Q Yes ❑ No 2. Does the project involve ground- disturbing activities within a CAMA Area of ❑ Yes Environmental Concern (AEC)? No ❑ N/A 3. Has a CAMA permit been secured? ❑ Yes ❑ No ✓❑ N/A 4. Has NCDCM agreed that the project is consistent with the NC Coastal Management ❑ Yes Program? ❑ No ✓❑ N/A Comprehensive Environmental Response, Compensation and Liabilit Act CERCLA 1. Is this a "full- delivery" project? ✓❑ Yes ❑ No 2. Has the zoning /land use of the subject property and adjacent properties ever been ❑ Yes designated as commercial or industrial? ❑✓ No ❑ N/A 3. As a result of a limited Phase I Site Assessment, are there known or potential ❑ Yes hazardous waste sites within or adjacent to the project area? [Z] No ❑ N/A 4. As a result of a Phase I Site Assessment, are there known or potential hazardous ❑ Yes waste sites within or adjacent to the project area? ❑ No [Z] N/A 5. As a result of a Phase II Site Assessment, are there known or potential hazardous ❑ Yes waste sites within the project area? ❑ No ❑✓ N/A 6. Is there an approved hazardous mitigation plan? ❑ Yes ❑ No ❑✓ N/A National Historic Preservation Act Section 106 1. Are there properties listed on, or eligible for listing on, the National Register of El Yes Historic Places in the project area? ✓❑ No 2. Does the project affect such properties and does the SHPO/THPO concur? ❑ Yes ❑ No ❑N/A 3. If the effects are adverse, have they been resolved? ❑ Yes ❑ No [Z] N/A Uniform Relocation Assistance and Real Property Acquisition Policies Act Uniform Act 1. Is this a "full- delivery" project? ✓ Yes ❑ No 2. Does the project require the acquisition of real estate? ✓❑ Yes ❑ No ❑ N/A 3. Was the property acquisition completed prior to the intent to use federal funds? ❑ Yes ❑✓ No ❑ N/A 4. Has the owner of the property been informed: ❑ Yes • prior to making an offer that the agency does not have condemnation authority; and ❑ No • what the fair market value is believed to be? ❑ N/A Version 1.4, 8/18/05 Part 3: Ground-Disturbing Response American Indian Reli ious Freedom Act AIRFA 1. Is the project located in a county claimed as "territory" by the Eastern Band of ❑ Yes Cherokee Indians? ✓❑ No 2. Is the site of religious importance to American Indians? ❑ Yes ❑ No ❑✓ N/A 3. Is the project listed on, or eligible for listing on, the National Register of Historic ❑ Yes Places? ❑ No ❑✓ N/A 4. Have the effects of the project on this site been considered? ❑ Yes ❑ No ✓❑ N/A Antiquities Act AA 1. Is the project located on Federal lands? ❑ Yes ❑✓ No 2. Will there be loss or destruction of historic or prehistoric ruins, monuments or objects ❑ Yes of antiquity? ❑ No [Z] N/A 3. Will a permit from the appropriate Federal agency be required? ❑ Yes ❑ No [Z] N/A 4. Has a permit been obtained? ❑ Yes ❑ No ❑ N/A Archaeological Resources Protection Act ARPA 1. Is the project located on federal or Indian lands (reservation)? ❑ Yes [Z] No 2. Will there be a loss or destruction of archaeological resources? ❑ Yes ❑ No ❑✓ N/A 3. Will a permit from the appropriate Federal agency be required? ❑ Yes ❑ No ✓❑ N/A 4. Has a permit been obtained? ❑ Yes ❑ No 0 N/A Endangered Species Act ESA 1. Are federal Threatened and Endangered species and /or Designated Critical Habitat ❑✓ Yes listed for the county? ❑ No 2. Is Designated Critical Habitat or suitable habitat present for listed species? ❑ Yes ✓❑ No ❑ N/A 3. Are T &E species present or is the project being conducted in Designated Critical ❑ Yes Habitat? ✓❑ No ❑ N/A 4. Is the project "likely to adversely affect" the species and /or "likely to adversely modify" ❑ Yes Designated Critical Habitat? ✓❑ No ❑ N/A 5. Does the USFWS /NOAA- Fisheries concur in the effects determination? ❑ Yes ❑ No 0 N/A 6. Has the USFWS /NOAA- Fisheries rendered a "jeopardy" determination? ❑ Yes ❑ No N/A Version 1.4, 8/18/05 Version 1.4, 8/18/05 Executive Order 13007 Indian Sacred Sites 1. Is the project located on Federal lands that are within a county claimed as "territory" ❑ Yes by the EBCI? 2] No 2. Has the EBCI indicated that Indian sacred sites may be impacted by the proposed ❑ Yes project? ❑ No 0 N/A 3. Have accommodations been made for access to and ceremonial use of Indian sacred ❑ Yes sites? ❑ No N/A Farmland Protection Policy Act FPPA 1. Will real estate be acquired? Z Yes ❑ No 2. Has NRCS determined that the project contains prime, unique, statewide or locally Q Yes important farmland? ❑ No ❑ N/A 3. Has the completed Form AD -1006 been submitted to NRCS? [Z] Yes ❑ No ❑ N/A Fish and Wildlife Coordination Act FWCA 1. Will the project impound, divert, channel deepen, or otherwise control /modify any ❑ Yes water body? ✓❑ No 2. Have the USFWS and the NCWRC been consulted? ❑ Yes ❑ No ✓❑ N/A Land and Water Conservation Fund Act Section 6 1. Will the project require the conversion of such property to a use other than public, ❑ Yes outdoor recreation? 0 No 2. Has the NIPS approved of the conversion? ❑ Yes ❑ No ❑✓ N/A Magnuson-Stevens Fishery Conservation and Management Act Essential Fish Habitat 1. Is the project located in an estuarine system? ❑ Yes ✓❑ No 2. Is suitable habitat present for EFH- protected species? ❑ Yes ❑ No ✓❑ N/A 3. Is sufficient design information available to make a determination of the effect of the ❑ Yes project on EFH? ❑ No ❑✓ N/A 4. Will the project adversely affect EFH? ❑ Yes ❑ No ❑✓ N/A 5. Has consultation with NOAA- Fisheries occurred? El Yes ❑ No (Z] N/A Migratory Bird Treat Act MBTA 1. Does the USFWS have any recommendations with the project relative to the MBTA? ❑ Yes 0 No 2. Have the USFWS recommendations been incorporated? ❑ Yes ❑ No N/A Wilderness Act 1. Is the project in a Wilderness area? ❑ Yes E] No 2. Has a special use permit and /or easement been obtained from the maintaining ❑ Yes federal agency? ❑ No 0 N/A Version 1.4, 8/18/05 APPENDIX C Hofler Restoration Site - Existing Conditions Dry Year Water Inputs Water Outputs Change in Storage Excess Water Wetland Volume 1995 P Si ' Gi PET So Go January 2.48 0.00 000 0.44 0.00 2 80 -0.75 0.00 0.00 February 5.89 0.52 0.00 0.33 0.52 2 80 2.76 0.00 2.76 March 2.96 0 1 0.00 1.18 018 2 80 -1.02 0.00 1.74 April 1.00 0.00 0.00 2.48 0.00 2 80 -4.28 0.00 0.00 May 2.47 0.05 0.00 4.01 0.05 2 -434 0.00 0.00 June 4.82 0.57 0.00 5.60 0.57 2.; C. -3.58 0.00 0.00 July 1.06 0.00 000 6.78 0.00 2 80 -8.53 0.00 0.00 August 319 0.07 0.00 5.93 0.07 2 80 -5.53 0.00 0.00 September 4.09 0.02 000 4.20 0.02 2 80 -2.91 0.00 0.00 October 4.95 0.46 000 2.84 0.46 2 80 -0.69 0.00 0.00 November 3.04 0.01 0.00 0.82 0.01 2 80 -0 58 0.00 0.00 December 2.13 0.04 0.00 0.21 0.04 2 80 0.87 0.00 0.00 Annual Totals 50 62 1 7 26 0.00 :34.49 7.26 33.60 Avg. Year Water Inputs Water Outputs Change in Storage Excess Water Wetland Volume 1984 P Si * Gi PET So Go January 3.32 0.32 0.00 0.14 0.32 2 80 0.38 0.00 0.38 February 4.30 0.11 0.00 0.46 0.11 2 80 1.03 0.00 1.41 March 3.51 0.06 0.00 1.34 006 2 80 -0.63 0.00 0.78 April 5.18 0.36 0.00 310 0.36 2 80 -0.72 0.00 0.06 May 6.64 0.77 0.00 3.25 0.77 2 80 0.59 0,00 0.65 June 1.20 0.00 0.00 6.05 0.00 2 80 -7.65 0.00 0.00 July 10.91 1.68 0.00 6.65 1.68 2 80 1.47 0.00 1.47 August 4.13 1.29 0.00 5.29 1.29 2 80 -3.97 0.00 0.00 September 7.15 2.62 0.00 186 262 2 80 0.49 0.00 0.49 October 1.01 0.00 0.00 212 0.00 2 80 -3.91 0.00 0.00 November 210 0.03 0.00 1.48 0.03 2 80 -2.17 0.00 0.00 December 1 117 1 0.01 0.00 0.76 0.01 2 80 -2.38 0.00 0.00 Annual Totals 1 50 62 1 7 26 0.00 :34.49 7.26 33.60 Wet Year Water Inputs Water Outputs Change in Storage Excess Water Wetland Volume 1996 P Si * Gi PET So Go January 4 53 0.38 0.00 0.26 0.38 2 : =.0 1 46 0.00 1.46 February 3.05 0.00 0.00 0 36 0.00 2 80 -0.12 0.00 1.35 March 4.75 041 0.00 0.81 0.41 2 80 1.14 0.00 2.49 April 3.22 003 0.00 2.56 0.03 2 80 -2.15 0.00 0.34 May 4.20 1 006 0.00 3.97 0.06 1 2 80 -2.57 0.00 0.00 June 4.62 0.25 0.00 5.66 0.25 2 8G -3.84 0.00 0.00 July 13.98 5.00 0.00 5 97 500 2 80 5.21 0.00 4.32 August 6.62 0.40 0.00 5.17 0.40 2 80 -1.35 0.00 2.97 September 141 0.05 0.00 4.21 0.05 2 80 -3.60 0.00 0.00 October 5.68 2.33 0.00 243 2 33 2 80 0.45 0.00 0.45 November 340 0.24 000 0 73 0.24 2 8% -0.13 0.00 0.32 December 3.92 0.02 000 065 0.02 2 80 0.47 000 0.79 Annual Totals 61.37 9.17 0.00 32.78 9.17 33.60 Hydrologic Budget Existing Conditions 9 — Growing Season March 9 - Nov. 6 8 7 -- -- -.- - - - - - - m t U C E5 -- - - - - -- - 0 Maximum Ca acit 4 pround Surface) � 1 3 \ \\ 2 1 \/A 1 '%\* \ G�unudace \ 1 �• �Ar _rte Q �eQ O boa Oeu 2.88 in. - Jurisdictional Boundary (12" below ground) 4.32 in - Maximum Capacity/Soil Surface — — Dry Year (1995) i -- F -- Average Year (1984) — t — Wet Year (1996) Hofler Restoration Site - Proposed Conditions Dry Year Water In uts Water In uts Water Out uts Change in Storage Excess Water Wetland Volume 1995 P Si * Gi PET So Go January 2.48 0 0 0.00 0.44 0.00 2 80 -0.75 0.00 0.00 February 5.89 0.52 0.00 0.33 0.00 2 80 3 29 0.00 3.29 March 2 96 0.18 0.00 118 0.00 2 80 -0.84 0.00 2.44 April 1.00 0.00 0.00 2.48 0.00 2 8C -4.28 0.00 1 0.00 May 2.47 0.05 0.00 4.01 000 2 80 -4.28 0.00 0.00 June 4.82 0.57 0.00 5.60 0.00 2 80 -3.01 0.00 0.00 July 1.06 0.00 0.00 6.78 0.00 2 80 -8.53 0.00 0.00 August 3.19 0.07 0.00 5.93 0.00 2 80 -5.46 000 0.00 September 4.09 0.02 0.00 4.20 0.00 2 80 -2.89 0.00 0.00 October 4.95 0.46 0.00 1 2.84 0.00 1 2 80 -0.23 0.00 0.00 November 3.04 0 01 0.00 0.82 0.00 2 80 -0.57 0.00 0.00 December 2.13 0.04 0.00 0.21 - -- 2 30 -083 0.00 0.00 Annual Totals 1 7 26 0 00 31 49 0.00 33.60 33.60 Avg. Year Water In uts Water Out Uts Change in Storage Excess Water Wetland Volume 1986 P Si - Gi PET So Go January 3.32 0.32 0.00 014 0.00 2 8C 0.70 0.00 0.70 February 4.30 0 11 0.00 0.46 0.00 2 80 1.15 0.00 1.84 March 3.51 0.06 0.00 1.34 0.00 2 80 -0.58 0.00 1.27 April 5.18 0.36 0.00 310 0.00 2 80 1 -0.35 0.00 0.91 May 6.64 0.77 0.00 3.25 1 0.00 2 80 1.36 0.00 2.27 June 1.20 0.00 0.00 6.05 0.00 2 80 -7.65 0.00 0.00 July 10.91 1 6 0.00 6.65 0.00 2 80 3.15 0.00 3.15 August 4.13 1.29 0.00 5.29 0.00 2 80 -2.67 0.00 0.47 September 7.15 2.62 0.00 3.86 0.00 2 80 3.12 1 0.00 3.59 October 1.01 0.00 0.00 2.12 0.00 2 80 -3.91 0.00 0.00 November 2 10 0.03 0.00 1 1.48 1 0.00 2 80 -2.14 0.00 0.00 December 1 1.17 1 0.01 0.00 0.76 0.00 2 80 -2.37 0.00 0.00 Annual Totals 1 50 62 1 7 26 0 00 31 49 0.00 33.60 33.60 Wet Year Water In uts Water Outputs Change in Storage Excess Water Wetland Volume 1996 P Si* Gi PET So Go January 4.53 0.38 0.00 0.26 0.00 2 30 1.85 0.00 1.85 February 3.05 0.00 0.00 036 0.00 2 80 -0.12 0.00 1.73 March 4.75 0.41 0.00 0.81 0.00 2 8C 1.55 000 3.28 April 3.22 0.03 0.00 2 56 0.00 2 80 -2.12 0,001 1.16 May 4.20 1 0.06 0.00 3.97 1 0.00 2 80 -2.51 0,001 0.00 June 4.62 0.25 0.00 5.66 0.00 2 80 1 -3.59 0.00 0.00 July 13.98 5.00 0.00 5.97 0.00 2 80 10.21 2.41 4.61 August 6.62 0.40 0.00 5.17 0.00 2 80 -0.94 000 366 September 3.41 0.05 0.00 4.21 0.00 2 80 -3.55 0.00 011 October 5.68 2.33 0.00 1 2.43 0.00 2 80 2.78 0.00 2.89 November 1 3.40 1 0.24 0.00 0.73 1 0.00 2 80 0.111 0.00 3.00 December 3.92 0.02 0.00 0.65 0.00 2 80 0.491 0,001 3.49 Annual Totals 61.37 9.17 0.00 32.78 0.00 33.60 Note. An increase in capacity of 0.2 feet (2.4 inches) of surface water is assumed based on the creation of microtopography during wetland restoration. 6.72 in - Maximum Capacity at 2.4 inches above soil surface Ground Surface 2.88 in. - Jurisdictional Boundary (12" below ground) — • Dry Year (1995) - - -W -- Average Year (1984) — t — Wet Year (1996) -- 1 Hydrologic Budget Proposed Conditions 5 - - - - -- - -- -- — -- - ---- - - -.._ ___ - —. Growing Season March 9 - Nov. 6 4.5 - -- I Maximum Capacity I \ (2.4 in. Above Ground Surface) I \ 4 - r -- - -- ,I \ I \ A 3.5 - - - -- - -- -- — 1 i t f 3 A. / 1 F 1 .5 41 ,11 11 li i 1 i 1 Bblow 1 1 Ground Surface I I C 1 1 1 1 Jan. Feb. March April May June July August Sept. Oct. Nov. Dec. 6.72 in - Maximum Capacity at 2.4 inches above soil surface Ground Surface 2.88 in. - Jurisdictional Boundary (12" below ground) — • Dry Year (1995) - - -W -- Average Year (1984) — t — Wet Year (1996) -- 1 Project Information Project HOFLER User CTS Company/ Agency ECOTONE Project Location BEAUFORT CO Soil ID BnA Site Parameters State North—Carolina County Gates User defined T25 or Built In T25 DEFAULT T25 value 14 2 days User defined Conductivity or Soil Survey Conductivity SOIL SURVEY Weighted Hydraulic Conductivity 0 3073 m/hr Hydraulic Conductivity Data by Layer for Soil BnA_Bladen_dramed Weighted Hydraulic Conductivity Calculated Using Average K Values Depth to Restrictive Layer 7 5 ft Drawable Porosity 0 035 Hydropenod 14 days Surface Storage I in (2 5 cm) Ditch Depth or Depth to Water Surface 2 ft - BnA Bottom Depth in Low K m/hr Layer 1 700 057 Layer 2 1400 057 Layer 3 6400 006 Layer 4 9000 006 Layer 5 000 000 Layer 6 000 000 Layer 7 000 000 Layer 8 000 000 Lateral Effect 44 8 ft -------------------- - - - - -- High K m/hr Average K m/hr 1 98 1275588 1 98 1275588 020 0 12897612 020 0 12897612 000 000 000 000 000 000 000 000 Ditch Depth or Depth to Water Surface 2 5 ft - BnA Bottom Depth in Low K m/hr Layer 1 700 057 Layer 2 1400 057 Layer 3 6400 006 Layer 4 9000 006 Layer 5 000 000 Layer 6 000 000 Layer 7 000 000 Layer 8 000 000 ---------------------------- Lateral Effect 53 4 ft High K m/hr Average K m/hr 198 1275588 198 1275588 020 0 12897612 020 0 12897612 000 000 000 000 000 000 000 000 Ditch Depth or Depth to Water Surface 3 ft - BnA Bottom Depth in Low K in/hr High K in/hr Average K in/hr Layer 1 700 057 1 98 1275588 Layer 2 1400 057 1 98 1275588 Layer 3 6400 006 020 0 12897612 Layer 4 9000 006 020 0 12897612 Layer 5 000 000 000 000 Layer 6 000 000 000 000 Layer 7 000 000 000 000 Layer 8 000 000 000 000 ---------------------------------------------- Lateral Effect 60 1 ft ---------------------------------------------- 000 000 Layer 8 Ditch Depth or Depth to Water Surface 3 5 ft - BnA 000 Bottom Depth in Low K in/hr High K in/hr Average K in/hr Layer 1 700 057 1 98 1275588 Layer 2 1400 057 1 98 1275588 Layer 3 6400 006 020 0 12897612 Layer 4 9000 006 020 0 12897612 Layer 5 000 000 000 000 Layer 6 000 000 000 000 Layer 7 000 000 000 000 Layer 8 000 000 000 000 ---------------------------------------------- Lateral Effect 64 6 ft ---------------------------------------------- 000 000 Layer 8 Ditch Depth or Depth to Water Surface 4 ft - BnA 000 Bottom Depth in Low K m/hr High K in/hr Average K in/hr Layer 1 700 057 1 98 1275588 Layer 2 1400 057 1 98 1275588 Layer 3 6400 006 020 0 12897612 Layer 4 9000 006 020 0 12897612 Layer 5 000 000 000 000 Layer 6 000 000 000 000 Layer 7 000 000 000 000 Layer 8 000 000 000 000 ---------------------------------------------- Lateral Effect 68 2 ft ---------------------------------------- - - - - -- Project Information Project HOFLER User CTS Company / Agency ECOTONE Project Location BEAUFORT CO Soil ID PnA Site Parameters State North Carolina County Gates User defined T25 or Built In T25 DEFAULT T25 value 14 2 days User defined Conductivity or Soil Survey Conductivity SOIL SURVEY Weighted Hydraulic Conductivity 1 8815 in/hr Hydraulic Conductivity Data by Layer for Soil PnA _Pantego_dramed Weighted Hydraulic Conductivity Calculated Using Average K Values Depth to Restrictive Layer 6 7 ft Drawable Porosity 0 035 Hydropenod 14 days Surface Storage 1 in (2 5 cm) Ditch Depth or Depth to Water Surface 2 ft - PnA Bottom Depth in Low K m/hr High K in/hr Average K in/hr Layer 1 1800 1 98 595 3968496 Layer 2 2700 057 198 1275588 Layer 3 8000 057 1 98 1275588 Layer 4 000 000 000 000 Layer 5 000 000 000 000 Layer 6 000 000 000 000 Layer 7 000 000 000 000 Layer 8 000 000 000 000 ---------------------------------------------- Lateral Effect 103 1 ft ---------------------------------------------- Ditch Depth or Depth to Water Surface 2 5 ft- PnA Bottom Depth in Low K in/hr High K in/hr Average K in/hr Layer 1 1800 198 5 95 3968496 Layer 2 2700 057 198 1275588 Layer 3 8000 057 198 1275588 Layer 4 000 000 000 000 Layer 5 000 000 000 000 Layer 6 000 000 000 000 Layer 7 000 000 000 000 Layer 8 000 000 000 000 Lateral Effect 122 7 ft Ditch Depth or Depth to Water Surface 3 ft- PnA Bottom Depth in Low K m/hr High K m/hr Average K in/hr Layer 1 1800 1 98 595 3968496 Layer 2 2700 057 1 98 1275588 Layer 3 8000 057 1 98 1275588 Layer 4 000 000 000 000 Layer 5 000 000 000 000 Layer 6 000 000 000 000 Layer 7 000 000 000 000 Layer 8 000 000 000 000 ---------------------------------------------- Lateral Effect 137 6 ft Ditch Depth or Depth to Water Surface 3 5 ft- PnA Bottom Depth in Low K in/hr High K in/hr Average K in/hr Layer 1 1800 1 98 595 3968496 Layer 2 2700 057 1 98 1275588 Layer 3 8000 057 1 98 1275588 Layer 4 000 000 000 000 Layer 5 000 000 000 000 Layer 6 000 000 000 000 Layer 7 000 000 000 000 Layer 8 000 000 000 000 ---------------------------------------------- Lateral Effect 147 5 ft Ditch Depth or Depth to Water Surface 4 ft- PnA Bottom Depth in Low K in/hr High K in/hr Average K m/hr Layer 1 1800 1 98 595 3968496 Layer 2 2700 057 1 98 1275588 Layer 3 8000 057 1 98 1275588 Layer 4 000 000 000 000 Layer 5 000 000 000 000 Layer 6 000 000 000 000 Layer 7 000 000 000 000 Layer 8 000 000 000 000 ---------------------------------------------- Lateral Effect 155 2 ft ---------------------------------------- - - - - -- i� Aston Soil Works, Inc. P.O. Box 86 Simpson, NC 27879 Albemarle Restorations Ed Temple P O Box 394 Gatesvdle, NC 27938 September 11, 2011 Re Hydric Sod Investigation of +/- 28 acres (Hofler Project) in Gates County, NC Dear Mr Temple I As requested the referenced property was evaluated for the presence of hydric soils Field Indicators of Hydric Soils in the United States, version 6 0 was used as a reference The evaluation involved methodically conducting hand auger borings across the property to evaluate the sods Each boring was located using a global positioning system capable of sub -meter accuracy Please find enclosed a map which indicates the location for each boring and sod profile descriptions for each boring The findings of this investigation suggest the project area contains all hydric sods If you have any further questions, please contact me at (252) 341 -9707 Sincerely, I� CEO 1 Gene Aston G�� �,1E A% gar p�`"`�l • `�l � r t Licensed Sod Scientist # 1261 ( OCR,+ ;Y' -r'_ Soil Profile Descriptions Gates County, Boring 1 Hofler Project NC - 0 -10 inches, dark gray (2 5Y 4/1) sandy loam, weak medium granular structure, friable - 10 -31 inches, gray (10YR5 /1) sandy clay loam, brownish yellow (I OYR 6/8) mottles, weak moderate subangular blocky structure, sticky, plastic - 31- 36mches, gray (1 OYR5 /1) sandy clay loam, few light gray (1 OYR 7/1) and brownish yellow (1 OYR 6/8) mottles, weak moderate subangular blocky structure, sticky, plastic Bonng 2 ! - 0 -8 inches, dark gray (2 5Y 4/1) sandy loam, weak medium granular structure, friable - 8 -24 inches, dark gray (10YR4 /1) sandy clay loam, few light gray (I OYR 7/1) and brownish yellow (I OYR 6/8 mottles), weak moderate subangular blocky structure, sticky, plastic - 24 -36 inches, light gray (10YR7 /1) sandy clay loam, few dark gray (I OYR 4/1) and brownish yellow (1 OYR 6/8) mottles, weak moderate subangular blocky structure, sticky, plastic Bonng 3 - 0 -11 inches, dark gray (10YR4 /1) sandy loam, weak medium granular structure, friable - 11 -24 inches, gray (10YR5 /1) sandy clay loam, brownish yellow (I OYR 6/8) mottles, weak moderate subangular blocky structure, sticky, plastic - 24 -33 inches, dark gray (10YR4 /1) sandy clay loam, few gray (I OYR 6/1) and brownish yellow (1 OYR 6/8 mottles) weak moderate subangular blocky structure, sticky, plastic - 33 -36 inches, light gray (10YR7 /1) sandy clay loam, many brownish yellow (1 OYR 6/8) mottles, weak moderate subangular blocky structure, sticky, plastic Boring 4 - 0 -9 inches, dark gray (10YR4 /1) sandy loam, weak medium granular structure, friable - 9 -24 inches, gray (10YR5 /1) sandy clay loam, few brownish yellow (I OYR 6/8) mottles, weak moderate subangular blocky structure, sticky, plastic - 24 -30 inches, dark gray (1 OYR4/ 1) sandy clay loam, few gray (1 OYR 6/ 1) and brownish yellow (1 OYR 6/8) mottles, weak moderate subangular blocky structure, sticky, plastic - 30 -36 inches, light gray (10YR7 /1) sandy clay loam, many brownish yellow (IOYR 6/8) mottles, weak moderate subangular blocky structure, sticky, plastic �J Boring 5 - 0 -8 inches, dark gray (10YR4 /1) sandy loam, weak medium granular structure, friable - 8 -23 inches, gray (10YR5 /1) sandy clay loam, few brownish yellow (I OYR 6/8) mottles, weak moderate subangular blocky structure, sticky, plastic - 23 -31 inches, dark gray (10YR4 /1) sandy clay loam, few gray (I OYR 6/1) and brownish yellow (1 OYR 6/8) mottles, weak moderate subangular blocky structure, sticky, plastic - 31 -36 inches, light gray (10YR7 /1) sandy clay loam, many brownish yellow (I OYR 6/8) mottles, weak moderate subangular blocky structure, sticky, plastic Boring 6 - 0 -9 inches, dark gray (10YR4 /1) sandy loam, weak medium granular structure, friable - 9 -26 inches, gray (10YR5 /1) sandy clay loam, few brownish yellow (I OYR 6/8) mottles, weak moderate subangular blocky structure, sticky, plastic - 26 -36 inches, dark gray (10YR4 /1) sandy clay loam, few gray (IOYR 6/1) and brownish yellow (I OYR 6/8) mottles, weak moderate subangular blocky structure, sticky, plastic Boring 7 - 0 -10 inches, dark gray (10YR4 /1) sandy loam, weak medium granular structure, friable - 10 -23 inches, gray (10YR5 /1) sandy clay loam, few brownish yellow (I OYR 6/8) mottles, weak moderate subangular blocky structure, sticky, plastic - 23 -33 inches, dark gray (10YR4 /1) sandy clay loam, few light gray (I OYR 6/1) and brownish yellow (I OYR 6/8) mottles, weak moderate subangular blocky structure, sticky, plastic - 33 -36 inches, light gray (10YR7 /1) sandy clay loam, many brownish yellow (I OYR 6/8) mottles, weak moderate subangular blocky structure, sticky, plastic Boring 8 - 0 -10 inches, dark gray (10YR4 /1) sandy loam, weak medium granular structure, friable - 10 -22 inches, dark gray (10YR3/ 1) sandy clay loam, few brownish yellow (1 OYR 6/8) mottles, weak moderate subangular blocky structure, sticky, plastic - 22 -36 inches, dark gray (1 OYR3/ 1) sandy clay loam, few light gray (1 OYR 7/1) and brownish yellow (1 OYR 6/8) mottles, weak moderate subangular blocky structure, sticky, plastic APPENDIX D GENERAL NOTES: 1. This wetland restoration plan has been prepared for the North Carolina Ecosystem Enhancement Program for the purpose of restoring approximately 23 acres of non - riparian wetland on the Hofler property, located within the Chowan River Basin. 2. Existing 0.5 foot topography within the project areas was prepared by True Line Surveying. Other base information was derived from Gates County GIS data as amended and corrected by Albemarle Restorations, LLC based on field observations and ground surveys. 3. The Contractor shall notify Albemarle Restorations, LLC and the landowner's representative at least two (2) weeks prior to start of grading operations within the project area. 4. The Contractor is responsible for the location of all underground utilities prior to the start of construction. Any damages to utilities as a result of grading or other activities will be the sole responsibility of the Contractor and shall be repaired at the Contractors expense. 5. Access to the wetland restoration areas shall be from Silver Springs Road via proposed drive access way as indicated hereon. No disturbance is to occur between the public roads and the LOD for the wetland grading. 6. The Contractor will be responsible for any damage to private property, including but not limited to fences and private roads resulting from the execution of this contract. Repairs for any such damage will be made at the Contractors expense to the satisfaction of the private property owner and Albemarle Restorations, LLC. 9. All machinery, equipment and supplies for the project shall be stored in an upland location so as not to disturb any environmentally sensitive areas or agricultural uses on the site. 10. All rough and finish grading work will be started at the lowest proposed elevation of the wetland restoration area and proceed up -slope to minimize soil compaction. 11. All topsoil removed during grading will be stockpiled and returned once grading is completed. 12. Subsoiling or ripping will be incorporated as part of site preparation prior to planting to eliminate soil compaction and enhance plant growth. 13. A Nationwide 27 Permit, 401 Water Quality Permit, and Land Disturbance Permit will be obtained prior to the start of construction. Erosion control details and procedures will be provided to the NC Division of Land Quality as part of the request for the Land Disturbance Permit. SEEDING NOTES: 1. Prior to seeding, remove any mounds or surface irregularities not in conformance with grading plan. Areas that have experienced washing out, rilling, or sediment deposition shall be reconstructed and grades re- established by the Contractor in accordance with the plan or as otherwise directed by Albemarle Restorations, LLC. 2. After bringing the wetland restoration areas to final grades, loosen soil by discing or scarifying to a depth of at least 3 inches. 3. Prior to seeding, remove all trash, debris and large objects such as stones that might interfere with the seeding operation. 4. Seeding of wetland areas is to be according to the Wetland Seed Mix provided on sheet P -2 of this set. Seed shall be spread with a broadcast spreader and may be mixed with dry sand to facilitate even spreading. WETLAND MITIGATION PROJECT ALBERMARLE RESTORATIONS, LLC HOFLER SITE GATES COUNTY, NC EEP PROJECT ID: 95355 EEP CONTRACT #: 004628 PROPOSED WETLAND MITIGATION CREDIT SUMMARY WETLAND RESTORATION AREAS (1:1) ACREAGE WMU'S NON RIPARIAN WETLAND RESTORATION 23 23 Total 23 23 SITE OVERVIEW 0 350 700 SCALE: 1" = 350' " Feet 541 1 VICINITY MAP SCALE: 1" = 5000' INDEX OF SHEETS T- 1 .............TITLE SHEET G- 1 ............. GRADING PLAN OVERALL G- 2 ............. GRADING PLAN G- 3 ............. GRADING PLAN G- 4 ............. GRADING PLAN G- 5 ............. GRADING PLAN D- 1 ............. DETAILS & SECTIONS P- 1 .............. PLANTING PLAN P- 2 .............. PLANTING DETAIL B- 1 .............. BOUNDARY MARKING PLAN LE- 1............ LATERAL EFFECT LEGEND 'ERTY VDARY TING CONTOURS ND 0.5') .S TING ROADS :MENT NDARY DOSED WETLAND FORATION/ IECT BOUNDARY T OF URBANCE TING R.O.W. CROSS SECTION LOCATION PROPOSED WETLAND AREA PROPOSED WETLAND BUFFER WRL - wRL --- *;".:1 - - --- - LOD - LOD - LOD - U J J Vi Z _o Q Co LLJ LJ J Or Q Lv Ca J Z d 0 1- Z Q 0 LLJ <Qv LLJ �wm �Q_ Z aQw w J 0 N J PO 00 N nI N CO N 01 Z LC w- �x <LL n N �o xl OM M ON av D Lrj n N a LL, z U LP o o b W ZO (D as u J LL z w w w w 0 N 2 M C C ton,' RE \IS IONS FEB. 2014 �ODDnu.>EM wry PROJECT N1 �A\AQER: 1aM DESIGNED: M DRAWN: wry PROJECr NO. 1270 DATE: AUG. 2013 SHUT: SHEET T -] ' - GRADING OVERVIEW " SCALE: 1=200' J 1o00 0 200 400.0001 z f Z d0 rl 001 401 401 �., Feet 0 - rn I001 l FOOT 00 Q Q O w Z N I / +y y y y y 33.8+ _ -, MAPPED SOILS oo ir <a �' W BnA 8 3,8 '; y y y r Bladen loam 0 -3% slo es t~n 0 a � < y y y - ° afNH �tL Pante o fine sand loam 0 -2 /o slopes Ld w ma . IV 14, y y y y $ PROPOSED 27 ACRE � Z � _ < 8 EASEMENT AREA a w o W eau- / y /-41 y W % y PROPOSED 23 ACRE w h o m M /y r PROJECT AREA (n o N $ �1 d� y y� y y y y y y y $ EXISTING DITCH TO co y y y y y BE PARTIALLY FILLED. Q y �" y y y y 1 - SEE DETAILS N SHEETS GoA / y .Y G -3 AND G- . TIE EXIS4TrkG DITCH INTO R DSIDE DITCH LEGEND g y y' .�. y y y y y � • 33.8+ 1 PROPERTY — - - - - — BOUNDARY y v y y �Y HEET G -3 SHEET G -� � $ y y y y y y �, y y �` ; EXISTING CONTOURS _ y y y 33 8y y y SHEET G -5 „, , (V AND 0.5') a> z u SHEET G -4 4, O Q Z 838 y y y y y y ` PROPOSED SPOT + j e o y y y y y y y y y 1 ELEVATIONS 33.8 D a u b � w y y BnA _ / SOILS _ _ BnA z � o EXISTING DITCH y yr y y y `� f ✓' % — z a o TO BE PARTIALLY FILLED W 0 a u SEE DETAILS ON SHEETS y y y � - y y y y EXISTING ROADS u- Z w w G -2 AND G -4 ' " " CnA $ EASEMENT O $ y y y y G �y y y 1 / BOUNDARY XS ti ro= N ETING DITCH TO , / y y Bt, PAlR`fIALL�' FILLED y y RESTORATION/ LAND $ WRL y y y EE bETAICS ON` y `\� y ' PROJECT BOUNDARY / y y' y y y SKEET 1�3-5 y y y y 3 y y y y / y y D � EXISTING CULVERT EXISTING R.O.W. . IST�UG DffCH CROSS SECTION -f0 BE "PARTiALLYt-ILLEb LOCATION 8 SErDETMLS ON SHEETS LIMIT OF L00 - LOD G -3 "G -4 AD G"5 DISTURBANCE J y y y y y y �dD EXISTING CULVERT PROPOSED CULVERT' $ y y y -33.4+ �cp� UNDER SILVER SPRINGS ROAD /_ f y 4 4 y y y y / ,a PROPOSED 8 WETLAND BUFFER O ROPOSED ACCESS � FOR ACCESS CULVERT y y �� \\ '4133. y y � kx $ RE, ISIONS FEB. 2014 n wry r. a1 PROJECT NIANAGFR JRNI DESIGNED: JBM DRAWN: wJV EXISTING CULVERTI PROJECT NO 1270 UNDER FARM PATH EXISTING DATE: AUGUST. 2013 CULVERTS " SHEET: EXISTING CULVERT UNDER SHEET G -1 IL SILVER SPRING ROAD . I 1 1 / I 1 r �w /1 V ul) m U --� Q G) 1 I33.$x, g + LEGEND -J JL 34HS H:�1dW Cn z 00 N BOUNDARY Z ::d O °r,° i EXISTING CONTOURS O , N (U z (VAND0.5') MATH SHEET G aD WW N PROPOSED SPOT + 33.8 ~ u- x ELEVATIONS �` w O w < U. SOILS LL1 (n m, . EXISTING ROADS W Q w a,� o EASEMENT --j -i w x a m M BOUNDARY 3 PROPOSED WETLAND c; jR N n: v RESTORATION/ WRY Ww-� W m PROJECT BOUNDARY Q EXISTING R.O.W. LIMIT OF �� �� DISTURBANCE PROPOSED WETLAND BUFFER NOTE: -" r D THIS DITCH TO BE FILLED AND BROUGHT TO THE 3: 2: „ 00 SURROUNDING ELEVATION AS FAR AS THE LOCATION LLJ Lu OF THE EASEMENT BOUNDARY. O \ � � G 0 u \ w� -W o a � O w LL " w 8 SC' I , r DITCH EXISTING - - - -- +33.� T�>BE PARTI�LLY FILLE -� (SEE NOTE 1 I / 8 � CGp � Lao a 1 I �0 ` Co,) 1 `O° � col) � 33.8 EXISTING DITCH COD C TO BE FILLED 0 Lot, L COD BnA �`°� "-ft. • CO COD LOD Lco 1 Cqp 1 ` COD 1 1 / I 1 r �w /1 V ul) m U --� Q G) 1 l � � REVISIONS FEB " "cEE c 4A@i79 AVIV GRADING DETAIL . RO I(, A, ANP,CER B 1 SCALE: 1" = 100' DRAwrv: wry PRO f'1' NO 1270 0 100 200 DATE: AUGUST.7Ai3 SHEEP: Feet SHEET G -2 U LEGEND PROPERTY Cn z 00 N BOUNDARY Z ::d O °r,° i EXISTING CONTOURS O Z Z Q N (U z (VAND0.5') Q aD WW N PROPOSED SPOT + 33.8 ~ u- x ELEVATIONS �` w O w < U. SOILS LL1 (n m, . EXISTING ROADS W Q w a,� o EASEMENT --j -i w x a m M BOUNDARY 3 PROPOSED WETLAND c; jR N n: v RESTORATION/ WRY Ww-� W m PROJECT BOUNDARY Q EXISTING R.O.W. LIMIT OF �� �� DISTURBANCE PROPOSED WETLAND BUFFER NOTE: -" D THIS DITCH TO BE FILLED AND BROUGHT TO THE 3: 2: „ 00 SURROUNDING ELEVATION AS FAR AS THE LOCATION LLJ Lu OF THE EASEMENT BOUNDARY. O > z U rn o w � z o � � G 0 u w� -W o a � O w LL " w ow l � � REVISIONS FEB " "cEE c 4A@i79 AVIV GRADING DETAIL . RO I(, A, ANP,CER B 1 SCALE: 1" = 100' DRAwrv: wry PRO f'1' NO 1270 0 100 200 DATE: AUGUST.7Ai3 SHEEP: Feet SHEET G -2 ■ I ■ ■ PROPERTY BOUNDARY ■ ■ I ■ ■ - I ■ i PROJECT BOUNDARY M � D PROPERTY . . . . BOUNDARY w n 00 rn EXISTING CONTOURS LLJ z F a N (VAND0.5') V FOw = m m BnA a c O r a U a� W v ELEVATIONS N O Q T a SOILS =`;� w�- (r (n m <w . . EXISTING ROADS � wa 0 = Z 2 . rn n� EASEMENT 1 ODI ! .:.eR • -i w u- 001— �,�°�'� 33.8 00000 , 33.8 EXISTIgG DITCH TO BE PARTIALLY FILLED 10 + I (SSE NOTE) 33.8 8 E�DITC� I TO BE PARTIALLY FILL D� (SEE NOTJO) s d + MATCH �HEETG -3 ■::. r. - Z -J Ll�HSI1 DiVVJ 7 N, ■ s I' g l< g ■' 7 7 LEGEND - 1 I m PROPERTY . . . . BOUNDARY z z 00 rn EXISTING CONTOURS O z F a N (VAND0.5') F— FOw zm PROPOSED SPOT + 33.8 Q D_ a c O r a U a� W v ELEVATIONS N O Q T a SOILS =`;� w�- (r (n m <w . . EXISTING ROADS � wa 0 = Z 2 . rn n� EASEMENT W -i w u- x o BOUNDARY ' p mm M PROPOSED WETLAND "CC (n a RESTORATION/ veep � WRl ..1� W N PROJECT BOUNDARY m J EXISTING R.O.W. Q LIMIT OF SOD — SOD DISTURBANCE PROPOSED L WETLAND BUFFER NOTE: THIS DITCH TO BE FILLED AND BROUGHT TO THE SURROUNDING ELEVATION AS FAR AS THE LOCATION 0� OF THE EASEMENT BOUNDARY. Lu 'E! M a- > z z o 0 a Lu Ce > o b oa��G (Z a 1^ w w W o z (a o J Q O o a- � z LL w w O "° w 2 N S y c } r .7014 nceEe conn.�rls wry GRADING PLAN �� - PR()J[Ci �fAN,�1(�ER. JOA1 SCALE: 1" = 100' DESIGNED: 113M DRAWN: wry PROJECT NO, 1270 O 100 200 DATE: AUGUST. 2013 Feet SHEET: SHEET G -3 � 001 0 TIE EXISTING DITCH INTO ROADSIDE DITCH - EXISTING CULVERT PROPOSED CULVERT � SILL PROPERTY BOUNDARY � g> 001 � W • ao1� Go I Q°1 ..._ a 1 ;� 33.8 EXISTING DITCH TO > 0 PARTIALa' FILLED (SEE NOTE) ` PROJECT BOUNDARY ?r 41y- S . 1 T .Lu E STING Dg�CH TO (n BE PARTIALLY FILLED g _ (SEE N ?TE) > m _ U EXISTING DITCH $> TO BE PARTIALLY FILLED > • W (SEE NOTE) $, M T G- $> -�-J 1�]]HS H:)1`dW 7-;>33.8 $ LEGEND Z Z �' o M F, PROPERTY �..�..� BOUNDARY EXISTING CONTOURS O O Z Q z 0 (1' AND 0.5') Q < N 9v PROPOSED SPOT + 33.8 O 0 �- a: x ELEVATIONS I• w O � < u- SOILS W w m a ' EXISTING ROADS ix a o a u EASEMENT —1 X � o M m BOUNDARY U) rn o PROPOSED WETLAND a N RESTORATION / wRE s WRL W m PROJECT BOUNDARY J Q EXISTING R.O.W. LIMIT OF �� �� DISTURBANCE PROPOSED WETLAND BUFFER NOTE: THIS DITCH TO BE FILLED AND BROUGHT TO THE SURROUNDING ELEVATION AS FAR AS THE LOCATION W M OF THE EASEMENT LIMIT. n- > Q z °o O W F-+ p It= 0Q°GG w o0 0 U u- `j o w w M N l W FPE.2014 i+cFrr conualms Wry GRADINGPLAN -, PR�,F�TNL,,N %(iLg JBM SCALE: 1 11 = 100 1 DESIGNED: IBN, DRAWN: W7V PROIFCT N0. 1270 DATE: AUGUST, 2013 0 100 200 SHEET: Feet SHEET G -5 O uj O <c L.LJ Lu Lu m,8 DO()DOr,Fn (-.PAF)TNC. TO R'� r— EXISTING GROUND 1 ZQ' f EASEMENT LIMIT DISTANCE ALONG SECTION IN FEET LIMIT OF DISTURBANCE GRADING CROSS SECTION A-A' HORIZONTAL SCALE: 1" = 120' VERTICAL SCALE 1" = 10' LLJ LLJ 2� EASEMENT LIMIT LIMIT OF DISTURBANCE �n ce D Lu PROPOSED CL -a TO 3.8'--\ -1;8 0 z p NN I­_ 0 z cr EXISI ING G�OUND—____ LL 0 C) >< co -!L Lu W m < ftmw A Lu w < w x &I, F- 0 m V) .1wis" - - - - - - - - - - - - ----------------- kwo - - - - - - - - -- - - - - EXISTING IN I �plqmmmmmlllm = m— - • ITO BE FILLED EXISTIN DITC A EXISTING DITCH EXIS FI N G C ITCH PRCJECTLI LI IT OF: PROD CT 107K[F-I L_L:E� PR OECT'L MIT LIMIT TO B FI"5-- 1 ZQ' f EASEMENT LIMIT DISTANCE ALONG SECTION IN FEET LIMIT OF DISTURBANCE GRADING CROSS SECTION A-A' HORIZONTAL SCALE: 1" = 120' VERTICAL SCALE 1" = 10' LLJ LLJ 2� EASEMENT LIMIT LIMIT OF DISTURBANCE 2 > LLJ LU 00 114 50 12 1 0 0 I 8�5 EASEMENT LIMIT DISTANCE ALONG SECTION IN FEET GRADING CROSS SECTION B-B' LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE HORIZONTAL SCALE: I" = 120' LIMIT OF DIETURBANCE 281 1 EASEMENT LIMIT PROJECT LIMIT VERTICAL SCALE 1" = 10, PROPOSED GRADING TO 33.8'-7 EXISTING GROUND —1 A if— I 11 % EXITING ITCH I TO E FILqED I . 2 010 3 -100 1,50 5 +00 5+50 6,00 C, DISTANCE ALONG SECTION IN FEET GRADING CROSS SECTION C-C' HORIZONTAL SCALE: 1" = 120' VERTICAL SCALE 1" = 10' I EASE ry ENT MIT 32 > LLJ __j LIJ 28 7.1 t LIMIT OF DISTURBANCE .PROJECT LIMIT I HORIZONTAL SCALE: 1" = 120' VERTICAL SCALE 1" = 10' 0 Z 36 > U-1 �n ce D Lu PROPOSED CL GRADING TO 3.8'--\ -1;8 0 z p NN I­_ 0 z cr EXISI ING G�OUND—____ LL 0 C) >< co Lu W m < a� z X Lu w < w x &I, F- 0 m V) -- - - - - - - - - - - - - - ----------------- kwo - - - - - - - - -- - - - - IN I �plqmmmmmlllm = m— - EXISTING DITCH EXIS FI N G C ITCH PRCJECTLI MIT V. I t-�— +OJE4 LIMIT TO B FI"5-- TO E FILL f D EA EMEN LIM 2 > LLJ LU 00 114 50 12 1 0 0 I 8�5 EASEMENT LIMIT DISTANCE ALONG SECTION IN FEET GRADING CROSS SECTION B-B' LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE HORIZONTAL SCALE: I" = 120' LIMIT OF DIETURBANCE 281 1 EASEMENT LIMIT PROJECT LIMIT VERTICAL SCALE 1" = 10, PROPOSED GRADING TO 33.8'-7 EXISTING GROUND —1 A if— I 11 % EXITING ITCH I TO E FILqED I . 2 010 3 -100 1,50 5 +00 5+50 6,00 C, DISTANCE ALONG SECTION IN FEET GRADING CROSS SECTION C-C' HORIZONTAL SCALE: 1" = 120' VERTICAL SCALE 1" = 10' I EASE ry ENT MIT 32 > LLJ __j LIJ 28 7.1 t LIMIT OF DISTURBANCE .PROJECT LIMIT I HORIZONTAL SCALE: 1" = 120' VERTICAL SCALE 1" = 10' 0 Z 36 > U-1 .3 z O 32 > Lu LU -i LIMIT OF DISTURBANCE N�L EASEMENT LIMIT DISTANCE ALONG SECTION IN FEET PROJECT LIMIT -LIMIT OF DISTURBANCE GRADING CROSS SECTION E-E' EASEMENT LIMIT HORIZONTAL SCALE: 1" = 120' VERTICAL SCALE I" = 10' O ui ui -i Q) �n ce D Lu m: N00 Ln 3: p 'o CL z M O -1;8 0 z p NN I­_ 0 z cr < way 04 L0 LL 0 C) >< co Lu W m < a� z X Lu w < w x &I, F- 0 m V) a: Lo kwo :m IN I �plqmmmmmlllm = m— - .3 z O 32 > Lu LU -i LIMIT OF DISTURBANCE N�L EASEMENT LIMIT DISTANCE ALONG SECTION IN FEET PROJECT LIMIT -LIMIT OF DISTURBANCE GRADING CROSS SECTION E-E' EASEMENT LIMIT HORIZONTAL SCALE: 1" = 120' VERTICAL SCALE I" = 10' O ui ui -i Q) �n ce D Lu m: N00 Ln 3: p 'o CL z M O -1;8 0 z p NN I­_ 0 z cr < way 04 L0 LL 0 C) >< co Lu W m < a� z X Lu w < w x cr F- 0 m V) a: Lo r I FEEL 2014 WJV I �n ce D Lu m: N00 Ln 3: p 'o CL z Ln 9 0 z u C5 0 < z :. ik 6 i2 Lu < 0 u b b Ln �; Lu v) I z 0 ZC7a0 U 0 u u z w a- LL 0 Lu M C) W re-) r I FEEL 2014 WJV I PERMANENT WETLAND SEED MIX: 23 ACRES Min. % Min. % % of Mix Seeding Rate Botanical Name Common Name Purity Germ. by weight (lbslac) Triticum aestivum Winter Wheat (Sept.1 -April 30) 90 85 90.5 50 Panicum Ramosum Browntop Millet (May 1 - Aug. 31) 90 85 6,872 25 Agrostis alba Redtop 90 85 .013 0.75 Panicum virgatum Switch Grass 90 85 .013 0.75 Agrostis stolonifera Creeping Bentgrass 90 85 .013 0.75 Elymus virginiana Wild Rye Grass 90 85 .013 0.75 Peltandra virginica Arrow Arum 90 85 .052 0.30 Setaria geniculata Foxtail Grass 90 85 .052 0.30 Tripsacum dactyloides Eastern Gamma Grass 90 85 .005 0.20 Echinochloa muricata Barnyard Grass 90 85 .005 0.20 Zizania aquatics Wild Rice 90 85 .005 0.20 Carex vulpinoidea Fox Sedge 90 85 .005 0.20 Polygonum pensylvanicum Penn. Smartweed 90 85 .005 0.20 Sparganium americanum Eastern Bur Reed 90 85 .005 0.20 Scirpus americans 3- Square Bulrush 90 85 .0009 0.05 Scirpus validus Soft Stem Bulrush 90 85 .0009 0.05 Pontederia cordata Pickerel Weed 90 85 .0009 0.05 Eleocharis obtusa Blunt Spike Rush 90 85 .0009 0.05 Carex lurida Lurid (Shallow) Sedge 90 85 .0009 0.05 Juncus effusus Soft Rush 90 85 .0009 0.05 Scirpus cyperinus Wool Grass 90 85 .0009 0.05 Leersia oryzoides Rice Cutgrass 90 85 .0009 0.05 Total 100% 55.2lbslac Hofler Planting Schedule - 23 Acres Quantity Common Name Scientific Name Containerized Bare Root Spacing 1,100 Willow Oak Quercus phellos 1 gallon Acres 11X8 900 Willow Oak Quercus phellos 6,872 2' - 4' 11X8 1,200 Swamp White Oak Quercus bicolor lgallon Cu. Yds. 11X8 800 Swamp White Oak Quercus bicolor wm 2' -41 1 1X8 1,000 Water oak Quercus ni ra 1 gallon N O 11X8 700 Water oak Quercus nigra 0 v~i J 2'- 4' 11X8 1,100 Bald Cypress Taxodiumdistichum 1 gallon 11X8 800 Bald Cypress Taxodium distichum 21-41 11X8 1,100 SwaiW Chestnut Oak Quercus nlichauxii 1 gallon 11X8 800 Swamp Chestnut Oak Quercus michauxii 11-41 11X8 800 Red Maple Acer mbium 2'- 4' 1 l X8 1,100 Sweetgum Ligit idambar styraciflua 2' - 4' 11X8 11,400 Total Stems 496 Steins Ivr Acre Row spacing I 1 feet on center, tree spacilg W,ithin rows 8 feet on center � a d a O O O 4 O d HEIGHT =.9 x ROOTBALL HEIGHT NATIVE SOIL BACKFILL A l l =1 11 =1 I I 11 =1 I =III -III �' p, •.- III -I 11 =1 I I III - III -II - • ° II 1= 1I1 =1I1- 111 -1 TREE AND SHRUB PLANTING DETAIL: Container Grown Stock NOT TO SCALE SITE INFORMATION (not for bidding purposes) Total Area of Wetlands 23 Acres Area Disturbed 27 Acres Area to be Roofed ZZ Qw- or Paved 0 Acres Total Cut 13,069 Cu. Yds. Total Fill 6,872 Cu. Yds. Offsite Waste /Borrow i w w ., oJ Area Location (TBD) 6,197 Cu. Yds. UTILITY NOTIFICATION "Albermarle Restorations, LLC makes no representation as to the existence or non - existence of any utilities at the construction site. Shown on these construction drawings are those utilities which have been identified. It is the responsibility of the landowners or operators and contractors to assure themselves that no hazard exists or damage will occur to utilities. It is suggested that NC One -Call Center be contacted at: 1- 800 - 632 - 4949." Seedling and Whip Planting Correct and Incorrect Planting Depth 4 Correct Incorrect Incorrect AT SAME DEPTH T00 DEEP & ROOT TOO SHALLOW & BENT ROOTS EXPOSED SEEDLING WAS GROWN IN NURSERY Mattock Planting 1. Insert mattock, lift 2. Place seedling along straight 3. Fill in & pack soil handle and pull. side at correct depth. to bottom of roots. 4. Firm around seedling with feet. 5. Finish filling in soil & firm with heel. Note: Mulching newly planted seedlings helps the soil retain water and protects the seedling from compaction and stem injuries. Source: Adapted from Forest Conservation Manual, 1991 Seedling and Whip Planting Techniques U LU Lr'� _j 3: M 12L ZZ Qw- Z Z �00 N � co O Z l NN P: z Q Z LL i w w ., oJ (F= N W, OO oa ~X l- V) I- X W wm �< /� `L Q O = W a W N O J Fwd LtJof X0 "l) M 0 v~i J d Zi a'r) Lv ca W 1 FEB, 2014 Iw ow �. I WJV PROJECT MANAGER: JBM DESIGNED: 113M DRAWN: WJY PROJECT NO, 1270 DATE: AUG. 2013 SHEET: SHEET P -2 LU Lr'� _j 3: M 12L ZZ Qw- zrn°o � .o 4t (D aQ Hy W LJJ z Z (D a 0 Oz LL i w w Q W M fV W 1 FEB, 2014 Iw ow �. I WJV PROJECT MANAGER: JBM DESIGNED: 113M DRAWN: WJY PROJECT NO, 1270 DATE: AUG. 2013 SHEET: SHEET P -2 BOUNDARY MARKING PLAN 0 200 aoo Feet SCALE: 1" = 200' LEGEND PROPERTY BOUNDARY EXISTING ROADS EASEMENT BOUNDARY PROPOSED WETLAND RESTORATION/ PROJECT BOUNDARY EXISTING CONTOURS (1' AND 0.5') PROPOSED BOUNDARY SIGNAGE LOCATION WRL - WRL 1) The Provider shall set 5/8" rebar 30" in length with 3 -1/4" aluminum caps on all easement corners. Caps shall meet EEP specifications (Berntsen RBD5325 imprinted with NC State Logo # B9087 or equivalent). After installation, caps shall be stamped with the corresponding number from the table of coordinates contained in the project conservation easement. 2) The Provider shall place a 6 -foot tall durable witness post at each corner in the conservation easement boundary. Posts shall be made of material that will last a minimum of 20 years. The Provider shall attach a conservation easement sign to each witness post and place additional signs at no more than 200 -foot intervals on long boundary lines. BOUNDARY SIGN DETAIL r-�J Conservation Area Protected by the State of North Carolina No Mowing - No Cutting No Vehicles Questions'? Contact NCDENR EEP ww.nceep.netl U z V) � J J oC LU 0 5 D M 7 z o z z 00 00 Q �O_ z F- � I N N Cy- 0ZQ F � LLJ i°; Q a�a' �QC) N 9v Q �cr �— C:x F— U0 UJ w m < < LLB Q 2 , rn z Q w �LLJ� �o J 00M a N W m f O 1 FM. 2014 JZZW',Y,.�.,�,�I wn' 1 PROJECT NMNAGER- J15M DESIGNLD: 1W DRAWN: WJV PROJECT NO, 1270 DATE: AUGUST. 2013 SHEET: SHEET B -1 z V) g oC LU 0 5 D M 7 z o O Q Z Cy �[ < �au,LC Cy- � � Q 0 w 21 0 o 0 a- U Z wa Z) O w w OLL mM N f O 1 FM. 2014 JZZW',Y,.�.,�,�I wn' 1 PROJECT NMNAGER- J15M DESIGNLD: 1W DRAWN: WJV PROJECT NO, 1270 DATE: AUGUST. 2013 SHEET: SHEET B -1 • l 001 —001-001 001 -001 r BnA 8 1sy PROJECT BOUNDARY / v 8 y y W y W r � � 8 y w w , / ` ,0oA W l�j + 14, Y 4, -y y � y VG W W y W W 41 x � W J� y y W W W y y W W J J W Y W L W y 41 W W y y W W y BnA J W W W W y W + W 1 I W W W W W r - en y y y y y y g W W W W y W y W y W W y y 41 y y I� AVl y y W W y W W W y W W W W W y W W y 8 / V W V 4 Y W W J W W V 8 41 v y y I 8 W ' vo 8 V� afT 7. PROPERTY BOUNDARY LEGEND PROPERTY BOUNDARY 04WL-i EXISTING ROADS EASEMENT BOUNDARY PROPOSED WETLAND RESTORATION/ PROJECT BOUNDARY EXISTING CONTOURS (V AND 0.5') LATERAL EFFECT 137.6FT - AVG ANALYSIS (AVERAGE) i EXISTING LATERAL EFFECT ANALYSIS SCALE: 1" = 200' 0 200 400 Feet U 4 �n J W Ln W N Q M Ln J O Q <ZOpF L � C) z�P Nt0 F— LZQ LJ 0� Z � (Q �L Q of N � N �0 LL< cf) <u- LiJ w m Q m c z Q2w �w �o J 1 0 00M co Q 4ns 6N aN Lv m J Q :J w FEB.7014 CFPP WhQffii7S Wry PROJECT \1: \ \�16LR: \\\ DESIGNED: \X\ DRAWN: wiv PROJECT NO. 1270 DATE: AUG, 2013 SHEET: SHEET LE -1 4 �n W Ln W N Q M Ln 0 O Q <ZOpF L W Q 0 b G W I.L LWL ^ W z Q O W -i (DD U LL CL O DJ Lu DJ O w 0 J N J M :J w FEB.7014 CFPP WhQffii7S Wry PROJECT \1: \ \�16LR: \\\ DESIGNED: \X\ DRAWN: wiv PROJECT NO. 1270 DATE: AUG, 2013 SHEET: SHEET LE -1