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HomeMy WebLinkAbout20190157 Ver 1_Year 0 Monitoring Report_2021 (Buffer)_20210622Mitigation Project Information Upload ID#* 20190157 Select Reviewer:* Version* 1 Katie Merritt Initial Review Completed Date 06/22/2021 Mitigation Project Submittal - 6/22/2021 Is this a Prospectus, Technical Proposal or a New Site?* r Yes r No Type of Mitigation Project:* r Stream r Wetlands rJ Buffer r Nutrient Offset (Select all that apply) Project Contact Information Contact Name:* Jeremiah Dow Project Information ID#:* 20190157 Existing ID## Project Type: C' DMS r Mitigation Bank Project Name: Perry Hill Mitigation Site County: Orange Document Information .................................................................................................................................................................. Mitigation Document Type:* Mitigation As -Built Plans File Upload: Signature Print Name:* Signature:* Email Address:* jeremiah.dow@ncdenr.gov Version: *1 Existing Version PerryHill_100093_Buffer_MY0_2021.pdf 9.77MB Rease upload only one R7Fof the complete file that needs to be submitted... Jeremiah Dow Buffer Baseline Monitoring Report May 2021 PERRY HILL MITIGATION SITE Orange County, NC NCDEQ Contract No. 7744 DMS ID No. 100093 DWR Project No. 2019-0157 Neuse River Basin HUC 03020201 RFP #: 16-007576 PREPARED FOR: NC Department of Environmental Quality Division of Mitigation Services 1652 Mail Service Center Raleigh, NC 27699-1652 BUFFER BASELINE MONITORING REPORT PERRY HILL MITIGATION SITE Orange County, NC NCDEQ Contract No. 7744 DMS ID No. 100093 Neuse River Basin HUC 03020201 PREPARED FOR: NC Department of Environmental Quality Division of Mitigation Services 1652 Mail Service Center Raleigh, NC 27699-1652 PREPARED BY: Wildlands Engineering, Inc. 312 West Millbrook Road, Suite 225 Raleigh, NC 27609 Phone: (919) 851-9986 This Baseline Monitoring Plan has been written in conformance with the requirements of the following: • 15A NCAC 02B .0295 Mitigation Program Requirements for Protection and Maintenance of Riparian Buffers. These documents govern DMS operations and procedures for the delivery of compensatory mitigation. Contributing Staff: Daniel Johnson, Project Manager John Hutton, Principal in Charge Win Taylor, Baseline Monitoring Plan Daniel Taylor, Construction Administrator Tasha King, Monitoring Lead Andrea Eckardt, Lead Quality Assurance Perry Hill Mitigation Site Buffer Baseline Monitoring Report DMS ID No. 100093 Page i May 2021 TABLE OF CONTENTS 1.0 Mitigation Project Summary ....................................................................................................1 1.1 Project Goals ................................................................................................................................. 1 1.2 Pre-construction Site Conditions .................................................................................................. 1 2.0 Determination of Credits .........................................................................................................2 3.0 Baseline Summary ...................................................................................................................2 3.1 Parcel Preparation ........................................................................................................................ 2 3.2 Riparian Area Restoration Activities ............................................................................................. 2 3.3 Riparian Area Enhancement Activities ......................................................................................... 4 4.0 Annual Monitoring and Performance Criteria ...........................................................................4 4.1 Vegetation .................................................................................................................................... 4 4.2 Overview Photographs ................................................................................................................. 4 4.3 Visual Assessments ....................................................................................................................... 4 4.4 Annual Reporting Performance Criteria ....................................................................................... 4 4.5 Maintenance and Contingency Plans ........................................................................................... 5 5.0 References ..............................................................................................................................6 TABLES Table 1: Tree Species Planted within the Buffer Areas APPENDICES Appendix 6.1 Figures and Tables Figure 1 Project Vicinity Map Figure 2 Service Area Map Figure 3 Project Component/Asset Map Figure 4 Monitoring Plan View Map Table 1 Buffer Project Attributes Table 2 Buffer Project Area and Assets Table 3 Monitoring Components Appendix 6.2 DWR Correspondence NC Division of Water Resources - Site Viability for Buffer Mitigation and Nutrient Offset Letter – April 16, 2019 Appendix 6.3 As-Built Survey Appendix 6.4 Overview Photographs Appendix 6.5 Permit Approvals Appendix 6.6 Vegetation Plot Data Table 4 Planted and Total Stem Counts Vegetation Plot Photographs Perry Hill Mitigation Site Buffer Baseline Monitoring Report DMS ID No. 100093 Page 1 May 2021 1.0 Mitigation Project Summary The Perry Hill Mitigation Site (Site) is a riparian restoration project located in Orange County approximately three miles northwest of Hillsborough, NC (Figure 1). Figure 2 depicts the service area of the Site which includes the Falls Lake watershed in the Neuse river basin. Wildlands recorded a 26.88- acre conservation easement that encompasses portions of Perry Branch, three unnamed tributaries (UT1, UT2, and UT3) and two ephemeral channels (EC1 and EC3) as illustrated in Figure 3. Before construction, most of the Site served as an active cattle pasture, with some forested riparian areas also utilized by cattle. The project is expected to generate 874,590.412 riparian buffer credits. The Site is within Hydrologic Unit Code (HUC) 03020201030020 and North Carolina Department of Water Resources (DWR) Sub-basin 03-04-01. Three unnamed tributaries (UT1, UT2, and UT3) drain to Perry Branch, which drains to Corporation Lake water supply reservoir on the Eno River, and then Falls Lake. Falls Lake is classified as water supply waters (WS-IV) and nutrient sensitive waters (NSW). 1.1 Project Goals The major goals of the riparian restoration project are to provide ecological and water quality enhancements to the Neuse River Watershed within the Falls Lake Water Supply Watershed by creating a functional riparian corridor and restoring the riparian area. The project supports specific goals identified in the 2010 Neuse River Basin Restoration Priorities Plan (RBRP) for the Neuse River Targeted Local Watershed (TLW). This document highlights the importance of riparian buffers for stream restoration projects. Forested riparian areas immobilize and retain nutrients and suspended sediment. The RBRP also supports the Falls Lake watershed plan. Falls Lake is a receiving water supply water body downstream of the Site and is classified as WS-IV and NSW. Specific enhancements to water quality and ecological processes are outlined below: • Exclude cattle from project streams and adjacent riparian areas. – Fencing has been installed around project areas adjacent to cattle pastures. • Restore and enhance native floodplain vegetation. – Planted native tree species in riparian zone where tree growth was insufficient. • Permanently protect the project Site from harmful uses. – Established a conservation easement on the Site. 1.2 Pre-construction Site Conditions The riparian restoration and enhancement project included 16.77 acres of cattle pasture (restoration) and 7.94 acres of riparian forest (enhancement) along Perry Branch, unnamed tributaries, and ephemeral channels that drain into the Neuse River Basin. Prior to construction, the primary degradation to the streams and associated riparian zones were the result of cattle. The difference between the total conservation easement area and the restoration area is associated with areas not included for buffer credit such as stream channels, crossing, etc. Aerial photographs illustrate agricultural activities at the Site over the past 80 plus years. The Site contains one perennial stream Perry Branch; three intermittent streams UT1; UT2; and UT3; and two ephemeral channels EC1 and EC3. The buffer project attributes are listed in Table 1, located in Appendix 6.1. On February 26, 2019, DWR conducted on-site determinations to review features and land use within the project boundary. The resulting DWR site viability letter and map confirming the Site as suitable for riparian buffer mitigation is located in Appendix 6.2. Perry Branch and the three unnamed tributaries are appropriate for buffer mitigation as related to the rules set forth in the Consolidated Buffer Mitigation Perry Hill Mitigation Site Buffer Baseline Monitoring Report DMS ID No. 100093 Page 2 May 2021 Rules (15A NCAC 02B 0.0295 (o)(7)). In addition to buffer restoration on subject streams, per the Consolidated Buffer Mitigation Rules (15A NCAC 02B 0.0295 (o)), alternative mitigation included buffer restoration on ephemeral channels and enhancement via livestock exclusion. 2.0 Determination of Credits The project is expected to generate 874,590.412 riparian buffer credits, through buffer restoration and buffer enhancement via cattle exclusion, per the Consolidated Buffer Mitigation Rules (15A NCAC 02B 0.0295 (o)). There is also potential to convert some buffer credits to nutrient offset credits, dependent on the need. Mitigation credits are presented in Table 2 and illustrated in Figure 3 (Appendix 6.1). Calculations are based upon the as-built survey included in Appendix 6.3. 3.0 Baseline Summary Wildlands restored high quality riparian areas along Perry Branch, three unnamed tributaries, and two ephemeral channels on the Site. The buffer mitigation took place in conjunction with Perry Hill Stream Mitigation. The project design minimized impacts to existing riparian areas at the Site. Figure 3 illustrates the design for the Site. Detailed descriptions of the restoration activity follow in Sections 3.1 through 3.3. Overview site photographs are included in Appendix 6.4. 3.1 Parcel Preparation Prior to stream construction, the Site was cattle pasture, with livestock having access to all streams causing streambank erosion. Onsite streams and riparian buffers at the Site were restored and/or enhanced. The approved permits are included in Appendix 6.5. Wildlands treated invasive plants at the Site to reduce native competition post construction. Additionally, fescue was treated at the Site to mitigate the adverse effects (i.e., direct competition and allelopathic impacts) on planted vegetation. Soil amendments were incorporated on-site prior to planting per the mitigation plan. The contractor ripped soils at the Site to a depth of 12” on a 3’ spacing along haul roads and 6’ spacing for other planted areas to reduce soil compaction prior to planting activities. 3.2 Riparian Area Restoration Activities The revegetation plan for the riparian restoration area included planting bare root trees and live stakes (Table 1) as well as permanent seeding. In total, 13,883 woody stems were planted across the Site. These revegetation efforts were coupled with the select treatment of invasive species to control their population. The species composition planted was selected based on the desired community type, occurrence of species in riparian areas adjacent to the Site, and best professional judgement. Wildlands planted trees at a density sufficient to meet the performance standards outlined in the Rule 15A NCAC 02B .0295 of 260 trees per acre at the end of five years. An appropriate seed mix was applied as necessary to provide temporary ground cover for soil stabilization and reduction of sediment loss during rain events in disturbed areas. This was followed by an appropriate permanent seed mixture.Tree planting was completed in April 2021. Vegetation management and herbicide applications were implemented prior to planting activities to treat non-native, invasive species. Additionally, Wildlands implemented ring spray herbicide treatments at the base of planted bare roots to reduce competition (treat fescue). This practice is designed to encourage tree growth (and reduce tree mortality) and fescue will be re-treated if necessary in MY2. Perry Hill Mitigation Site Buffer Baseline Monitoring Report DMS ID No. 100093 Page 3 May 2021 Table 1: Tree Species Planted within the Buffer Areas Scientific Name Common Name Total Number Planted Acer floridanum Southern sugar maple 265 Acer negundo Boxelder 1,047 Asimina triloba Pawpaw 463 Betula nigra River birch 1,868 Carpinus caroliniana Ironwood 10 Celtis laegivata Sugarberry 10 Cephalanthus occidentalis Buttonbush 248 Cornus ammomum Silky dogwood 1,249 Cornus florida Flowering dogwood 21 Diospyros virginiana Persimmon 1,138 Euonymus americanus Strawberry bush 21 Fagus grandifolia American beech 21 Nyssa sylvatica Black gum 203 Oxydendrum arboretum Sourwood 102 Platanus occidentalis Sycamore 2,210 Populus deltoides Eastern cottonwood 959 Quercus alba White oak 203 Quercus falcata Southern red oak 102 Quercus lyrata Overcup oak 96 Quercus michauxii Swamp chestnut oak 1,014 Quercus phellos Willow oak 463 Quercus rubra Northern red oak 544 Salix nigra Black willow 217 Sambucus canadensis Elderberry 444 Ulmus alata Winged elm 203 Ulmus americana American elm 554 Viburnum dentatum Arrowood viburnum 31 Viburnum prunifolium Blackhaw viburnum 177 Perry Hill Mitigation Site Buffer Baseline Monitoring Report DMS ID No. 100093 Page 4 May 2021 3.3 Riparian Area Enhancement Activities Fencing excludes cattle throughout the entire project as allowed by 15A NCAC 02B .0295(o). Fencing was installed along the exterior boundary, encompassing both this project and the Perry Hill II Mitigation Bank Parcel (Figure 3). The enhancement area is protected in perpetuity via a conservation easement. 4.0 Annual Monitoring and Performance Criteria The performance criteria for the Site follows approved performance criteria presented in the guidance documents outlined in Request for Proposal (RFP) 16-007576 and the Consolidated Buffer Rule (15A NCAC 02B .0295). Annual monitoring and semi-annual site visits will be conducted to assess the condition of the finished project. The riparian restoration project has been assigned specific performance criteria components for vegetation that will be evaluated throughout the five-year post- construction monitoring. An outline of the performance criteria and monitoring components follows. Monitoring components are included in Table 3 and vegetation plot locations are depicted in Figure 4 (Appendix 6.1). 4.1 Vegetation Performance standards for the Site will be based on the health and survival of a minimum density of 260 trees per acre after five years of monitoring, with a minimum of four native hardwood tree or shrub species composition and no one species comprising more than 50 percent of stems. Vigor, species composition, height, and density will be used as indicators of overall health. Desirable volunteer species may be included to meet the success criteria upon DWR approval. The extent of non-native, invasive species coverage will also be monitored and treated as necessary throughout the required five-year monitoring period. Wildlands will monitor impacts of fescue on the targeted plant communities at the Site during the monitoring period. In the event fescue is preventing the establishment of the targeted plant community, Wildlands will prescribe a specific remedial plan of action. Fourteen fixed 100 square meter vegetation monitoring quadrants were installed across the Site to measure the survival of the planted stems (Figure 4) with a mean of 581 stems per acre (Table 4, Appendix 6.6). Vegetation monitoring follows the CVS-EEP Level 2 Protocol for Recording Vegetation (2008). All planted stems were marked with flagging tape and a reference photograph was taken from the southwestern corner of each vegetation plot during vegetation assessments. Each year, trees will be re-marked and plot photos will be taken along with overview photographs of the Site. Appendix 6.6 includes the baseline (MY0) vegetation plot planted and total stem counts, as well as plot photographs. 4.2 Overview Photographs Photographs will be taken within the project area once a year to visually document stability for five years following construction. Baseline overview photographs are included in Appendix 6.4. 4.3 Visual Assessments Visual assessments should support the performance standards for each metric as described above. Visual assessments will be performed within the Site on a semi-annual basis during the five-year monitoring period. Problem areas with vegetative health will be noted (e.g. low stem density, vegetation mortality, invasive species, or encroachment). Areas of concern will be mapped and photographed accompanied by a written description in the annual report. Problem areas will be re-evaluated during each subsequent visual assessment. 4.4 Annual Reporting Performance Criteria Using the Division of Mitigation Services (DMS) Riparian Buffer and Nutrient Offset Buffer Baseline and Annual Monitoring Report Template version 2.0 (2017), monitoring reports will be prepared in the fall of Perry Hill Mitigation Site Buffer Baseline Monitoring Report DMS ID No. 100093 Page 5 May 2021 each monitoring year and submitted to DMS. The monitoring period will extend five years beyond completion of construction or until performance criteria have been met. 4.5 Maintenance and Contingency Plans The conservation easement has been properly and accurately marked by adding witness posts with easement placards along the easement boundary and at every corner. Adaptive management will be performed during the monitoring years to address minor issues as necessary. If during annual monitoring it is determined the project’s ability to achieve performance standards are jeopardized, Wildlands will notify and work with the DMS/DWR to develop contingency plans and remedial actions. Any actions implemented will be designed to achieve the success criteria specified previously and will include a work schedule and updated monitoring criteria (if applicable). Perry Hill Mitigation Site Buffer Baseline Monitoring Report DMS ID No. 100093 Page 6 May 2021 5.0 References Breeding, R. 2010. Neuse River Basin Restoration Priorities. North Carolina Ecosystem Enhancement Program. Accessed at: https://files.nc.gov/ncdeq/Mitigation%20Services/Watershed_Planning/Neuse_River_Basin/FINAL%2 0RBRP%20Neuse%202010_%2020111207%20CORRECTED.pdf Lee, M.T., Peet, R.K., Roberts, S.D., & Wentworth, T.R. 2008. CVS-EEP Protocol for Recording Vegetation Version 4.2. Accessed at: http://cvs.bio.unc.edu/protocol/cvs-eep-protocol-v4.2-lev1-2.pdf Natural Resources Conservation Service (NRCS), 2011. Web Soil Survey. Accessed at: http://websoilsurvey.nrcs.usda.gov/app/HomePage.htm North Carolina Department of Environmental Quality, Division of Mitigation Services (NCDMS). 2017. Riparian Buffer and Nutrient Offset Buffer Baseline and Annual Monitoring Report Template version 2.0 Accessed at: https://files.nc.gov/ncdeq/Mitigation%20Services/Document%20Management%20Library/Guidance% 20and%20Template%20Documents/RB_NO_Base_Mon_Template_2.0_2017_5.pdf North Carolina Department of Environmental Quality, Division of Water Resources (NCDWR). 2015. 15A NCAC 02B .0295 Mitigation Program Requirements for Protection and Maintenance of Riparian Buffers. Accessed at: http://reports.oah.state.nc.us/ncac/title%2015a%20- %20environmental%20quality/chapter%2002%20- %20environmental%20management/subchapter%20b/15a%20ncac%2002b%20.0295.pdf North Carolina Department of Environmental Quality, Division of Water Resources (NCDWR). 2011. Surface Water Classifications. Accessed at: https://deq.nc.gov/about/divisions/water- resources/planning/classification-standards/classifications#DWRPrimaryClassification Wildlands Engineering, Inc. (2020). Perry Hill Mitigation Site – Riparian Buffer Mitigation Plan. North Carolina Department of Environmental Quality, Division of Mitigation Services (NCDMS), Raleigh, NC.                         APPENDIX 6.1  Figures and Tables                                                                Figure 1. Project Vicinity Map Perry Hill Mitigation Site DMS Project No. 100093 Monitoring Year 0 - 2021 ^_ Orange County, NC 0 10.5 Miles 2017 Aerial Photography Project Location Conservation Easement ^_Perry Hill Mitigation Site Directions: Traveling West on I-40W/I-85S from Raleigh/Durham, follow I-40W/I-85S to exit 161 for US-70 Connector N. Take a right at the bottom of the ramp and continue onto US-70E (1.0 mile) via US-70 Connector N. Continue on US-70E (1.9 miles) before taking a left onto Faucette Mill Rd. Continue (1.9 miles) and take a right onto Frank Perry Road. ¹ Figure 2. Service Area Map Perry Hill Mitigation Site DMS Project No. 100093 Monitoring Year 0 - 2021 ^_ Upper Falls Lake Watershed Lower Falls Lake Watershed 0 105 Miles County Boundary Service Area - Riparian Buffer Credits (HUC 03020201) Service Area - Nutrient Offset Credits (Falls Lake Watershed) ^_Perry Hill Mitigation Site Orange County, NC ¹ [[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [ [ [ [[[[[[[[[[[[[[[[[EC3 UT3UT2 Perry BranchUT1 EC1 Figure 3. Project Component/Asset Map Perry Hill Mitigation Site DMS Project No. 100093 Monitoring Year 0 - 2021 Orange County, NC 0 200 400 Feet ¹ Project Location Conservation Easement Internal Crossing Project Features Perennial Project Stream Intermittent Project Stream Ephemeral Project Channel No Credit Project Channel Mitigation Approach Buffer Restoration (0'-100') Buffer Restoration (101'-200') Enhancement via Cattle Exclusion (0'-100') Enhancement via Cattle Exclusion (101'-200') No Credit Non-Project Stream [[Fence Existing Utility Easement Existing Treeline 2017 Aerial Photography [[[[[[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[ [[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[[ [ [ [ [[[[[[[[[[[[[[[[[EC3 UT3UT2 Perry BranchUT1 EC1 5 1 6 8 9 7 4 3 2 11 14 13 10 12 Figure 4. Monitoring Plan View Map Perry Hill Mitigation Site DMS Project No. 100093 Monitoring Year 0 - 2021 Orange County, NC 0 200 400 Feet ¹ Project Location Conservation Easement Internal Crossing Project Features Perennial Project Stream Intermittent Project Stream Ephemeral Project Channel No Credit Project Channel Mitigation Approach Buffer Restoration (0'-100') Buffer Restoration (101'-200') Enhancement via Cattle Exclusion (0'-100') Enhancement via Cattle Exclusion (101'-200') No Credit Vegetation Plot Non-Project Stream [[Fence Existing Utility Easement 2017 Aerial Photography Table 1.  Buffer Project AttributesPerry Hill Mitigation SiteMonitoring Year 0 ‐ 2021Project NamePerry Hill Mitigation SiteHydrologic Unit Code03020201030020River BasinNeuseGeographic Location (Lat, Long)36o 06' 25.81" N,  79o 07' 46.66" WSite Protection Instrument (DB/PG)DB6684/PG940‐954Total Credits (BMU) 874,590.412Types of Credits Riparian BufferMitigation Plan DateJuly 2020Initial Planting DateApril 2, 2021Baseline Report DateMay 2021MY1 Report DateDecember 2021MY2 Report DateDecember 2022MY3 Report DateDecember 2023MY4 Report DateDecember 2024MY5 Report DateDecember 2025 Table 2: Buffer Project Area and Assets Perry Hill Mitigation Site Monitoring Year 0 ‐2021 Neuse – Upper Falls Lake (03020201) Service Area  19.16394A 297.54099B Credit Type Location Subject Feature Type Mitigation Activity Min‐Max Buffer Width (ft) Feature Name Total Area (sf)  Total (Creditable) Area of Buffer Mitigation (sf)  Initial Credit Ratio (x:1) % Full Credit Final Credit Ratio (x:1)   Convertible to Riparian Buffer?  Riparian Buffer Credits   Convertible to Nutrient Offset?  Delivered Nutrient Offset: N (lbs) * Delivered Nutrient Offset: P (lbs) * Buffer Rural Yes I / P Restoration 0‐100 Perry Branch 408,293 408,293 1 100% 1.00000 Yes 408,293.000 Yes 21,305.269 1,372.224 Buffer Rural Yes I / P Restoration 101‐200 Perry Branch 22,411 22,411 1 33% 3.03030 Yes 7,395.637 Yes 1,169.420 75.320 Buffer Rural Yes I / P Enhancement via Cattle Exclusion 0‐100 Perry Branch 157,953 157,953 2 100% 2.00000 Yes 78,976.500 No — — Buffer Rural Yes I / P Enhancement via Cattle Exclusion 101‐200 Perry Branch 1,903 1,903  2 33% 6.06061 Yes 313.995 No — — Buffer Rural Yes I / P Restoration 0‐100 UT1 92,839 92,839 1 100% 1.00000 Yes 92,839.000 Yes 4,844.447 312.020 Buffer Rural Yes I / P Restoration 101‐200 UT1 2,558 2,558  1 33% 3.03030 Yes 844.141 Yes 133.487 8.598 Buffer Rural No I / P Restoration 0‐100 UT2 58,526 58,526 1 100% 1.00000 Yes 58,526.000 Yes 3,053.947 196.698 Buffer Rural No I / P Restoration 101‐200 UT2 1,007 1,007  1 33% 3.03030 Yes 332.310 Yes 52.529 3.383 Buffer Rural No I / P Enhancement via Cattle Exclusion 0‐100 UT2 124,130 124,130 2 100% 2.00000 Yes 62,065.000 No — — Buffer Rural No I / P Enhancement via Cattle Exclusion 101‐200 UT2 24,834 24,834 2 33% 6.06061 Yes 4,097.607 No — — Buffer Rural No I / P Enhancement via Cattle Exclusion 0‐100 UT3 37,195 37,195 2 100% 2.00000 Yes 18,597.500 No — — Buffer Rural No I / P Enhancement via Cattle Exclusion 101‐200 UT3 24 24 2 33% 6.06061 Yes 3.960 No — — Buffer Rural No Ephemeral Restoration 0‐100 EC1 15,423 15,423 1 100% 1.00000 Yes 15,423.000 Yes 804.795 51.835 Buffer Rural No Ephemeral Restoration 101‐200 EC1 0 0 1 33% 3.03030 Yes  — Yes 0.000 0.000 Buffer Rural No Ephemeral Restoration 0‐100 EC3 125,605 125,605 1 100% 1.00000 Yes 125,605.000 Yes 6,554.216 422.142 Buffer Rural No Ephemeral Restoration 101‐200 EC3 3,872 3,872  1 33% 3.03030 Yes 1,277.761 Yes 202.050 13.014 Buffer Project Areas and Assets (Summary) Note A: Nitrogen Nutrient Offset Credit Ratio (sf/credit); Note B: Phosphorus Nutrient Offset Credit Ratio (sf/credit). TOTAL AREA OF BUFFER MITIGATION (TABM)** Mitigation Totals Square Feet Credits Restoration: 730,532 710,535.850 Enhancement: 346,039 164,054.562 Preservation: 0 0.000 Total Riparian Buffer: 1,076,572 874,590.412 TOTAL NUTRIENT OFFSET MITIGATION Mitigation Totals Square Feet Credits Nutrient Offset: Nitrogen: 0 0.000 Phosphorus: 0.000  Table 3.  Monitoring ComponentsPerry Hill Mitigation SiteMonitoring Year 0 ‐ 2021VegetationCVS Level 214 PlotsYear 1‐5Visual AssessmentPhotographs and MappingSemi‐AnnualExotic and Nuisance VegetationPhotographs and MappingSemi‐AnnualProject BoundaryPhotographs and MappingSemi‐AnnualReference PhotosUAV Photographs Year 1‐5ParameterMonitoring FeatureFrequencyQuantity                         APPENDIX 6.2  DWR Correspondence                                                                ROY COOPER Governor MICHAEL 5, REGAN Secretary LINDA CULPEPPER Director John Hutton Wildlands Engineering, Inc 1430 S. Mint St., Suite 104 Charlotte, NC 28203 Subject: NORTH CAROLINA Environmental Quality April 15, 2019 DWR Project # 2019-0157v2 Orange County On -Site Stream Evaluation and Determination for Applicability to the Neuse Riparian Buffer Rules (15A NCAC 02B .0233) and Water Quality Standards Project Name: Perry Hill Site Address/Location: 2623 Frank Perry Rd Parcel ID's: N/A Streams Evaluated: IJTs to Eno River Field Date: February 26, 2019 DWR Staff: Katie Merritt Determination Type: Buffer: Stream: Neuse (15A NCAC 02B .0233) ® Ephemeral/Intermittent/Perennial Determination (where local buffer ordinances apply) ❑ Tar -Pamlico (15A NCAC 02B .0259) ❑ Catawba (15A NCAC 02B .0243) ❑ Jordan (15A NCAC 02B .0267) (governmental and/or interjurisdictional projects) MI Randleman (15A NCAC 02B .0250) ❑ Goose Creek (15A NCAC 02B .0605-.0608) See the following table and written explanation regarding the stream determinations. North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mall Service Center 1 Raleigh, North Carolina 27699-1617 919,707.9000 Wildlands Engineering, Inc Neuse River Riparian Buffer/Stream Determination DWR Project #2019-0157v2 Page 2 of 3 Feature ID1 Feature Type2 Not Subject Subject Start@ Stop @ Soil Survey USGS Topo Perry Branch P X Easement Boundary Throughout X X EC1 E X Culvert UT1 X UT1 I X DWR Flag Perry Branch X UT2 I X DWR Flag (headcut below wetland) Perry Branch EC3 E X DWR flag UT3 UT3 I X Woodline @ crossing Perry Branch A Off-line pond X See map B Drainage conveyance N/A N/A See map 1 See maps provided showing labeled features 2 Ephemeral (E), Intermittent (I), Perennial (P), Ditch (D) The Division of Water Resources (DWR) received a Request from Wildlands Engineering, Inc. (Wildlands) for a Stream Buffer Applicability Determination for a potential mitigation site at the location described above. A Landowner Authorization Form was provided by Wildlands for the subject site. On February 26, 2019, DWR staff, along with staff from Wildlands and Division of Mitigation Services conducted a site visit. DWR determined that two (2) features on the site, Perry Branch and one Unnamed Tributary to Perry Branch (UT1) are both streams and are subject to the Neuse River Riparian Buffer Rules and are both located on the most recently published NRCS Soil Survey of Guilford County, North Carolina. There are two (2) other Unnamed Tributaries to Perry Branch, UT2 and UT3, that were determined to be at least intermittent but not subject to the Neuse River Riparian Buffer Rules. There may be other streams or features located on the properties and on the included maps that may be subject to the buffer rules or may be considered jurisdictional according to the US Army Corps of Engineers and subject to the Clean Water Act. This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute a determination made by the DWR may request a determination by the Director. An appeal request must be made within sixty (60) calendar days of the date of this letter to the Director in writing. If sending via US Postal Service: If sending via delivery service (UPS, FedEx, etc.): c/o Karen Higgins DWR — 401 & Buffer Permitting Branch 1617 Mail Service Center Raleigh, NC 27699-1617 Wildlands Engineering, Inc Neuse River Riparian Buffer/Streani Determination DWR Project #2019-0157v2 Page 3 of 3 c/o Karen Higgins DWR —401 & Buffer Permitting Branch 512 N. Salisbury Street Raleigh, NC 27604 This determination is final and binding as detailed above, unless an appeal is requested within sixty (60) days. This determination only addresses the applicability to the buffer rules and does not approve any activity within the buffers. The project may require a Section 404/401 Permit for the proposed activity. Any inquiries regarding applicability to the Clean Water Act should be directed to the US Army Corps of Engineers Raleigh Regulatory Field Office at (919)-554-4884. If you have questions regarding this determination, please feel free to contact Katie Merritt at (919) 707-3637, Sincerely, ciloe- Karen Higgins, Supervisor 401 & Buffer Permitting Branch Attachments: Site Map, Topo, Orange County Soil Survey cc: 401 & Buffer Permitting Branch file copy RRO via email- Stephanie Gass Evelyn Perry, Judy..Kadlac, Mary Bishop — PO Box 178, Hillsborough, NC 2MZ78 Filename: 2019-0157v2PerryHi115treamCall(Orange) Project Location 1 Proposed Conservation Easement Reach Name Stream Restoration Perry Branch Reach 2 UT1 Subtotal Stream Enhancement I Subtotal $Team Enhancement II Perry Branch Reach 3 % Incision 67% 68% 67% 21% 54% 38% 45% 76% 63% 55% 75% 72% 58% 76% 100% 70% 00141?„' WILD LANDS ENGINEERING 0 250 500 Feet i 1 I Site Map Perry Hill Mitigation Site Neuse River Basin (03020201) Orange County, NC Efland USGS 7.5 Minute Topographical Quadrangle 04.11,„' WILD LANDS ENGINEERING 250 500 Feet I 1 I 0 Project location Proposed Conservation Easement USGS Site Topographic Map Perry Hill Mitigation Site Neuse River Basin (03020201) Orange County, NC kb WILD LAND S 0 250 500 Feet ENGINEERING 1 1 1 1 I Va \\ 1\Ci \)6\ ''M"€: LJ Project Location 4 .... Proposed Conservation Easement NRCS 1977 Soils Map Perry Hill Mitigation Site Neuse River Basin (03020201) Orange County, NC ROY COOPER Ga1, ern or MICHAEL 5. REGAN Secretory LINDA CULPEPPER Director NORTH CAROLINA Environmental Quality April 16, 2019 John Hutton Wildlands Engineering, Inc I430 S. Mint St., Suite 104 Charlotte, NC 28203 (via electronic mail: jhulton a•wildlandsentr-.com) DWR# 2019-0157 Orange County Re: Site Viability for Buffer Mitigation & Nutrient Offset — Perry Hill Site Located near 2623 Frank Perry Rd, Hillsborough Neuse 03020201 Dear Mr. Hutton, On February 25, 2019, Katie Merritt, with the Division of Water Resources (DWR), received a request from Wildlands Engineering, Inc. (Wildlands) for an onsite mitigation determination near the above -referenced site (Site). The Site is located within the Upper Falls Lake Watershed of the Neuse River Basin in the 8-digit Hydrologic Unit Code. The Site is being proposed as part of a full -delivery nutrient offset, stream and riparian buffer mitigation project for the Division of Mitigation Services (RFP #16-007576). Members of the Interagency Review Team (IRT) and Division of Mitigation Services were also present onsite. At your request, on February 26, 2019, Ms. Merritt performed an onsite assessment of riparian land uses adjacent to streams onsite, which are shown on the attached map labeled "Concept Map". Ms. Merritt's evaluation of the features onsite and their associated mitigation determination for the riparian areas are provided in the table below. This evaluation was made from Top of Bank (TOB) and. landward 200' from each feature for buffer mitigation pursuant to 15A NCAC 02B .0295 (effective November 1, 2015) and for nutrient offset credits pursuant to 15A NCAC 02B .0240. Feature Classification onsite $ubj t DI Buffer Rule Riparian Land use Buffer 2Nutrient Mitigation Type Determination adjacent to Feature Credit Offset w/in riparian areas (0-20a') Via Ie Viable at 2,2 73.02 Ibs-N per acre ECI Ephemera! (see map) No Non -forested pasture grazed by cattle Yes Yes Restoration Site per 15A NCAC 02B ,0295 (o)(7) Must submit supporting documentation of additional requirements under .0295 (o)(7) to be viable for buffer mitigation. DEC)e.? North Carolina Department of Environmental Quality I thvis)on of Water Resources 51 t Nwtii Salisbury Street 11bi? Mall Service Crsnet 1 Raleigh. North Carnllrva 27b44-lhl7 919.707.9000 Perry Hill Site Wildlands Engineering, inc. April 16, 2019 Feature Classification 'Subject Biparian Land uses Buffer 2Nutrient Mitigation Type Determination onsite LQ duffer adjacent to Feature Credit Offset wlin riparian areas (0-Z001 Viable Viable at auk 2.273.02 Ibs-N per acre UT1 Stream Yes Non -forested pasture grazed by cattle Yes Yes Restoration Site per 15A NCAC 02B .0295 in) Perry Branch Stream Yes Combination of forested & non -forested pasture grazed by cattle 3•4Yes Yes {non- forested areas only) Non -forested areas - Restoration Site per 15A NCAC 02B .0295 (n] Forested areas - Enhancement Site per 15A NCAC OZB .0295 (o)(6) if fence is installed Qrf reservation Site per 15A NCAC OZB .0295 (0(5) if fence isn't installed. t1T2 Intermittent as DWR flag No Combination of forested & non -forested pasture grazed by cattle 3•4Yes Yes (non- forested areas only) Non -forested areas - Restoration Site per 15A NCAC 02B .0295 (o)(3) Forested areas - Enhancement Site per 15A NCAC 02B .0295 (o)(6) if fence is installed off reservation Site per 15A NCAC 02B .0295 (o)(4) if fence isn't installed. EC3 Ephemeral (see map) No Non -forested pasture grazed by cattle 'Yes Yes Restoration Site per 15A NCAC 02B .0295 (o)(7) Must submit supporting documentation of additional requirements under .0295(o](7) to be viable for buffer mitigation, UT3 intermittent Co crossing & woodline No forested pasture grazed by cattle '.'Yes No Forested areas - Enhancement Site per 15A NCAC 02B .0295 (o)(6) if fence is installed QLPreservatioa Site per 15A NCAC 02B .0295 (o)(4) if fence isn't installed. A Off-line pond No Non -forested pasture No No N/A Page 2 of 4 Perry Hill Site Wildlands Engineering, Inc. April 16, 2019 Fe ture Classification 'Subject Riparian Land uses Buffer 2Nutrient Mitigation Type Determination onsitc LA 1Bufey $ale adjacent to Feature Credit Viable Offset wJin riparian areas 10-200') Viable at 2.273.02 lbs-N per acre B Drainage conveyance Nn Non -forested pasture No Yes Restoration Site per 15A NCAC 02B .0295 (n) Subjectivity calls for the features were determined by DWR in correspondence dated April 15. 2019 using the 1:24.000 scale quadrangle topographic map prepared by LJSGS and the most recent printed version of the soil survey map prepared by the NRCS 2 NC Division of Water Resources - Methadolow and Calcularians_for determining !Nutrient Reductions associated with Riparian Buffer Establishment 3'Fhe area of preservation credit within a buffer mitigation site shall comprise of no more than 25 percent (25%) of the total area of buffer mitigation per 15A NCAC 0295 (o)(5) and 15A NCAC 0295 (o)(4). Site cannot be a Preservation Only site to comply with this rule. 'The area described as an Enhancement Site was assessed and determined to comply with all 15A NCAC 02B .0295(o)(5). Cattle exclusion fencing is required to be installed around the mitigation area to get buffer credit under this part of the rule. Me area of the mitigation site on ephemeral channels shall comprise no more than 25 percent (25%) of the total area of buffer mitigation per 15A NCAC 02B .0295 (o)(7). The maps attached to this letter were prepared by Wildlands and were initialed by Ms. Merritt on April 15, 2019 and April 16, 2019. This letter should be provided in all stream and wetland, buffer and/or nutrient offset mitigation plans for this Site. This letter does not constitute an approval of this site to generate mitigation credits. Pursuant to 15A NCAC 02B .0295, a mitigation proposal and a mitigation plan shall be submitted to DWR for written approval prior to conducting any mitigation activities in riparian areas and/or surface waters for buffer mitigation credit. Pursuant to 15A NCAC 02B .0240, a proposal regarding a proposed nutrient load -reducing measure for nutrient offset credit shall be submitted to DWR for approval prior to any mitigation activities in riparian areas and/or surface waters. All vegetative plantings, performance criteria and other mitigation requirements for riparian restoration, enhancement and preservation must follow the requirements in 15A NCAC 02B .0295 to be eligible for buffer and/or nutrient offset mitigation credits. For any areas depicted as not being viable for nutrient offset credit above, one could propose a different measure, along with supporting calculations and sufficient detail to support estimates of load reduction, for review by the DWR to determine viability for nutrient offset in accordance with 15A NCAC 02B .0240. Page 3 of 4 Perry Hill Site Wildlands Engineering, Inc. April 16, 2019 This viability assessment will expire on April 16, 2021 or upon the submittal of an As -Built Report to the DWR, whichever comes first. This letter should be provided in all stream, wetland or buffer mitigation plans for this Site. Please contact Katie Merritt at (919) 707-3637 if you have any questions regarding this correspondence. KAH/krn Attachments: Concept Map, Site map cc: File Copy (Katie Merritt) Sincerely, 4WV. Karen Higgins, Supervisor 401 and Buffer Permitting Branch Page 4 of 4 011111111p\VILDLANDS ENGINEERING Branch 1 t, 9 fCC ', 0 I *, t 2 0 0 ' 1:41k4 ` - •1 • ■ . { ■ •. -Jr_ ■ ts tt ' ' • 200' + ■ • t r� ' ■ r ■ • ♦■ ' ♦ Perry Branch Project Location Branch ■ Proposed Conservation Easement Proposed Internal Crossing Proposed Buffer Restoration Proposed Buffer Enhancement (via Cattle Exclusion) 0 Utility Pole 0 250 500 Feet 4%1It0:66 dio oa Riparian Buffer Concept Map Perry Hill Mitigation Site Neuse River Basin (03020201) Orange County, NC Project Location Proposed Conservation Easement WILI)LANDS ENGINEERING' y�y{ t •••� .JM1M1 •\\ . • I f3 j 7 �r[ • '. /� d a"0 Ar\ s } rr �f• 0 ♦ 4', a r s ' ram +�' a VT2 Reach Branch • •• Reach Name Stream Restoration Perry Branch Reach 2 UT1 Subtotal Stream Enhancement 1 Perry Branch Reach 1 UT2 Reach 2 Subtotal dream Enhancement 11 Perry Branch Reach 3 UT2 Reach 1 UT3 Subtotal Site Total 0 250 500 Feet 1 '.4 f • i96Incision or' % Erosion 67%1 81%, 68% 67%, 21% 54% 3896 45% 76% 63% 55% 5 89% 83% 67% 75% 7296 58% 76% 100% 70% 596 76% Site Map Perry Hill Mitigation Site Neuse River Basin (03020201) Orange County, NC Signed 3/15/19 1 Daniel Johnson From:Chris Roessler Sent:Thursday, April 2, 2020 1:35 PM To:Daniel Johnson Cc:Andrea Eckardt Subject:FW: [External] FW: Cattle Exclusion assessment-Perry Hill-need more info Attachments:attestation_DavidMcKee_15March2019.pdf How bout this?    . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .    Chris Roessler  |  Senior Scientist/Project Manager  O: 919.851.9986, x 111  M: 919.624.0905    Wildlands Engineering, Inc.  312 W. Millbrook Rd, Suite 225  Raleigh, NC 27609    From: Merritt, Katie <katie.merritt@ncdenr.gov>   Sent: Monday, April 15, 2019 1:50 PM  To: Chris Roessler <croessler@wildlandseng.com>  Cc: John Hutton <jhutton@wildlandseng.com>  Subject: FW: [External] FW: Cattle Exclusion assessment‐Perry Hill‐need more info    Hey Chris,  Based on Mr. Mckee’s letter and other site factors I observed during my site visit on February 26, 2019, I will support  that cattle had access to the areas circled in the picture below.  Therefore, based on this assessment, would you like to  provide a revised map for me to use for the Site Viability letter?  Thus, showing the Preservation area (green) as cattle  exclusion for Enhancement?  If so, let me know.      2 From: Chris Roessler <croessler@wildlandseng.com>   Sent: Monday, March 18, 2019 7:32 AM  To: Merritt, Katie <katie.merritt@ncdenr.gov>  Cc: John Hutton <jhutton@wildlandseng.com>  Subject: [External] FW: Cattle Exclusion assessment‐Perry Hill‐need more info    CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to  report.spam@nc.gov    Hi Katie‐> I showed David McKee your email and the map below and he was sure there were cows in those areas in July  1997.  He signed the attached to attest to this. Let me know if you need anything else.  Thanks, Chris    . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .    Chris Roessler  |  Senior Scientist/Project Manager  O: 919.851.9986, x 111  M: 919.624.0905    Wildlands Engineering, Inc.  312 West Millbrook Road, Suite 225   Raleigh, NC 27609    3 From: Merritt, Katie <katie.merritt@ncdenr.gov>   Sent: Wednesday, March 6, 2019 2:37 PM  To: John Hutton <jhutton@wildlandseng.com>; Daniel Taylor <dtaylor@wildlandseng.com>  Cc: Schaffer, Jeff <jeff.schaffer@ncdenr.gov>  Subject: Cattle Exclusion assessment‐Perry Hill‐need more info    Hey John,  Below is a picture showing two forested areas hatched in black.  Based on my onsite observations of these areas and my  review of the historical photos I was able to dig up, I am not certain that these areas qualify under 15A NCAC 02B .0295  (o)(6) to receive Enhancement buffer credit at a 2:1 ratio.  These areas did have cattle access during the time of our site  visit.  However, when looking at both historical aerials of these areas prior to the buffer protection rule as well as the  presence of relic pasture fencing in and around the areas, it would appear the cattle were excluded from having access  at some point and possibly prior to the effective date of the rule (1997).  It isn’t until approximately 2008 that cows are  observed in the fields adjacent to EC3 and Reach 1 of Perry Branch shown highlighted in Yellow below.  Unless Wildlands  has anything more they can provide me to assist in this assessment to confirm w/o a doubt there were cows present in  the forested areas prior to the effective buffer rule date, I’m going to issue the viability letter based on my Best  Professional Judgement and show these areas as viable for Preservation buffer credit under 15A NCAC 02B .0295 (o)(4)  which would yield a ratio of 5:1.  I’d like to issue this letter by the 15th if at all possible, so please send me anything you  have prior to then.  If Wildlands agrees with the assessment of Preservation, then no information is required and the  letter will be issued.       Thank you,  Katie  4     **please note my phone number has changed** Katie Merritt  Nutrient Offset & Buffer Banking Coordinator  401 & Buffer Permitting Unit North Carolina Department of Environmental Quality   Office: 919-707-3637 Work Cell: 919-500-0683  Website:  http://portal.ncdenr.org/web/wq/401bufferpermitting    512 N. Salisbury Street, Raleigh, NC 27620  1617 Mail Service Center, Raleigh, NC 27699-1617     Email correspondence to and from this address is subject to the  North Carolina Public Records Law and may be disclosed to third parties.                            APPENDIX 6.3  As‐Built Survey                                                                EEEEEEE EEEEEEEEEEEEEEEEEE EEEEE CECECECECECE CECECECEC E C E CECECECECE-IX E CE SHEET 2 SHEET 4 PERRY BRANCH◄- FLOWPERRY BRANCH◄- FLOWU T - 3 F L OW ►U T - 2 F L OW ►U T - 1 F L OW ►WILDLANDS ENGINEERING, INC PERRY BRANCH MITIGATION SITE IPW IPW SURVEY AND ENGINEERING, PLLC SHEET 3 HWY 86COL EMAN L O O P R D FRANK PERRY RDH I G H L A N D F A RM R D EEE EE E E EEEEEEEEEEEE E E E E E E EEEE EEEEEEEE EEEEEEEEEEEEEEEEEE E E CECECECECECECE CECECECECECECE C E C E C E C E CECECE CECECECECECECECEC E C E CECE - I X CE - I X WILDLANDS ENGINEERING, INC PERRY BRANCH MITIGATION SITE IPW IPW SURVEY AND ENGINEERING, PLLC MATCHLINE SHEET 3 CE-IX E CE PERRY BRANCH◄- FLOWU T - 3 F L OW ►U T - 2 F L OW ►NORTH C A ROLI N AS TEVEN C B A ILEYLAN D SU R V EYORPROFE S S IO N A LSEAL L-4493 HWY 86COL EMAN L O O P R D FRANK PERRY RDH I G H L A N D F A RM R D EEE EEEEEEEEEEEEEEEEEEEE E E E E EEEEEEEEECECECECECECECECECECECECECECECECECECECECECECECE CE CE CECECE-I X CE - I XCE-I X CE - I X WILDLANDS ENGINEERING, INC PERRY BRANCH MITIGATION SITE IPW IPW SURVEY AND ENGINEERING, PLLC MATCHLINE SHEET 4 CE-IX E CEPERRY BRANCH◄- FLOWPERRY BRANCH◄- FLOWU T - 3 F L OW ►U T - 2 F L OW ►NORTH C A ROLI N AS TEVEN C B A ILEYLAN D SU R V EYORPROFE S S IO N A LSEAL L-4493 MATCHLINE SHEET 2 HWY 86COL EMAN L O O P R D FRANK PERRY RDH I G H L A N D F A RM R D EEEEEEEEEEEEEEEEEEEEEEEEEE EEEEEEEEEEE E CE CECECE CECECECECECECE CE CE CECECECECECE C E C E C E C E CECECECE CE-I X CE-I X WILDLANDS ENGINEERING, INC PERRY BRANCH MITIGATION SITE IPW IPW SURVEY AND ENGINEERING, PLLC CE-IX E CEPERRY BRANCH◄- FLOWPERRY BRANCH◄- FLOWU T - 1 F L OW ►NORTH C A ROLI N AS TEVEN C B A ILEYLAN D SU R V EYORPROFE S S IO N A LSEAL L-4493 MATCHLINE SHEET 3 HWY 86COL EMAN L O O P R D FRANK PERRY RDH I G H L A N D F A RM R D                         APPENDIX 6.4  Overview Photographs                                                                  Perry Hill Mitigation Site  Appendix 6.4: Overview Photographs       Perry Hill Mitigation Site  Appendix 6.4: Overview Photographs       Perry Hill Mitigation Site  Appendix 6.4: Overview Photographs       Perry Hill Mitigation Site  Appendix 6.4: Overview Photographs       Perry Hill Mitigation Site  Appendix 6.4: Overview Photographs       Perry Hill Mitigation Site  Appendix 6.4: Overview Photographs                             APPENDIX 6.5  Permit Approvals                                                                November 13, 2020 DWR # 19-0157 Orange County NC Division of Mitigation Services Attn: Lin Xu 217 West Jones Street Raleigh, North Carolina 27603 Wildlands Engineering, Inc. Attn: Daniel Johnson 497 Bramson Court, Suite 104 Mt. Pleasant, South Carolina 29464 Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION Perry Hill Mitigation Site Dear Mr. Xu and Mr. Johnson: You have our approval for the impacts listed below for the purpose described in your application dated October 29, 2020, received by the Division of Water Resources (Division) October 30, 2020 and payment received October 30, 2020. These impacts are covered by the attached Water Quality General Certification Number 4134. This certification is associated with the use of Nationwide Permit Number 27 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you should get any other federal, state or local permits before proceeding with your project, including those required by (but not limited to) Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations. The Division has determined that the proposed project will comply with water quality requirements provided that you adhere to the conditions listed in the enclosed certification, The following proposed impacts are hereby approved. No other impacts are approved, including incidental impacts. [15A NCAC 02H .0506(b)] Type of Impact Amount Approved (units) Permanent Amount Approved (units) Temporary Stream S1 324 (linear feet) 0 (linear feet) S2 0 17 S3 104 0 , 7190436Ā- 6:2 5782Ā/, *Ā&+! - &#' Ȁ)( , Ȁ$#) %Ȁ(" ' ( Ȁ.' #, - +( ' ' #%- Perry Hill DWR# 19-0157 Page 2 of 3 S4 733 0 S5 2,076 0 S6 601 0 S7 0 16 S8 0 135 S9 0 60 S10 0 20 S11 0 11 S12 0 37 S13 0 72 S14 0 31 S15 0 80 S16 0 94 S17 0 69 S18 0 88 Total 3,838 730 404/401 Wetlands W1 0.020 (acres) 0.072 (acres) W2 0.124 0 W3 0.004 0.044 W4 0 0.003 W5 0.001 0.016 W6 0.003 0.024 W7 0.007 0 W8 0.001 0 W9 0.001 0.030 W10 0.001 0 W11 0 0.056 W12 0 0.013 Total 0.162 0.258 This approval is for the purpose and design described in your application. The plans and specifications for this project are incorporated by reference as part of this Certification. If you change your project, you must notify the Division and you may be required to submit a new application package with the appropriate fee. If the property is sold, the new owner must be given a copy of this Certification and is responsible for complying with all conditions. [15A NCAC 02H .0507(d)(2)]. If you are unable to comply with any of the conditions of the attached Water Quality General Certification, you must notify the Central Office within 24 hours (or the next business day if a weekend or holiday) from the time the permittee becomes aware of the circumstances. The permittee shall report to the Central Office any noncompliance with, and/or any violation of, stream or wetland standards [15A NCAC 02B .0200] including but not limited to sediment impacts to streams or , 7190436Ā- 6:2 5782Ā/, *Ā&+! - &#' Ȁ)( , Ȁ$#) %Ȁ(" ' ( Ȁ.' #, - +( ' ' #%- Perry Hill DWR# 19-0157 Page 3 of 3 wetlands. Information shall be provided orally within 24 hours (or the next business day if a weekend or holiday) from the time the permittee became aware of the non-compliance circumstances. The issuance of the 401 Water Quality Certification for the restoration/enhancement project does not represent an approval of credit yield for the project. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5] This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter 150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code. Additional information regarding requirements for filing a Petition and Petition forms may be accessed at http://www.ncoah.com/ or by calling the OAH Clerk’s Office at (919) 431-3000. One (1) copy of the Petition must also be served to the North Carolina Department of Environmental Quality: William F. Lane, General Counsel Department of Environmental Quality 1601 Mail Service Center Raleigh, NC 27699-1601 This letter completes the review of the Division under section 401 of the Clean Water Act. Please contact Erin Davis at 919-817-0360 or erin.davis@ncdenr.gov if you have any questions or concerns. Sincerely, Paul Wojoski, Supervisor 401 & Buffer Permitting Branch Enclosures: GC 4134 cc: Todd Tugwell, Kim Browning, USACE Raleigh Regulatory Field Office Stephanie Goss, DWR Raleigh RO 401 file DWR 401 & Buffer Permitting Branch file Filename: 190157PerryHill(Orange)_401_approval ltr.Nov.13.2020.docx , 7190436Ā- 6:2 5782Ā/, *Ā&+! - &#' Ȁ)( , Ȁ$#) %Ȁ(" ' ( Ȁ.' #, - +( ' ' #%- STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES WATER QUALITY GENERAL CERTIFICATION NO. 4134 GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR US ARMY CORPS OF ENGINEERS • NATIONWIDE PERMIT NUMBER 13 (BANK STABILIZATION), • NATIONWIDE PERMIT NUMBER 27 (AQUATIC HABITAT RESTORATION, ESTABLISHMENT AND ENHANCEMENT ACTIVITIES), AND • REGIONAL GENERAL PERMIT 197800080 (BULKHEADS AND RIP -RAP) Water Quality Certification Number 4134 is issued in conformity with the requirements of Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Regulations in 15A NCAC 02H .0500 and 15A NCAC 02B .0200 for the discharge of fill material to surface waters and wetland areas as described in 33 CFR 330 Appendix A (B) (13 and 27) of the US Army Corps of Engineers regulations and Regional General Permit 197800080. The State of North Carolina certifies that the specified category of activity will not violate applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95- 217 if conducted in accordance with the conditions hereinafter set forth. Effective date: December 1, 2017 Signed this day: December 1, 2017 By for Linda Culpepper Interim Director GC4134 Activities meeting any one (1) of the following thresholds or circumstances require written approval for a 401 Water Quality Certification from the Division of Water Resources (DWR): a) If any of the conditions of this Certification (listed below) cannot be met; or b) Any permanent fill into or modification of wetlands and/or waters except for single and independent stream stabilization or enhancement projects involving in -stream structures that meet the following criteria: i. Designed based on current natural channel techniques; and ii. In -stream structures do not exceed a spacing of three structures per 100 feet of stream length up to a total of 500 feet of streambank stabilization; or c) Any stream relocation; or d) Complete dewatering and drawdowns to a sediment layer related to pond/dam maintenance or removal; or e) Total temporary and permanent impacts to streambanks of greater than 150 feet for bank stabilization projects when non -natural armoring techniques (e.g. rip -rap, gabion baskets, deflection walls) are utilized; or f) Total temporary and permanent impacts to streambanks of greater than 500 feet for bank stabilization projects when natural techniques (e.g. sloping, vegetation, geolifts) are used; or g) Any permanent impacts to waters, or to wetlands adjacent to waters, designated as: ORW (including SAV), HQW (including PNA), SA, WS-I, WS-II, or North Carolina or National Wild and Scenic River. h) Any permanent impacts to waters, or to wetlands adjacent to waters, designated as Trout except for bank stabilization projects that qualify for a Nationwide Permit #13 provided that: i. The total impacts are less than 100 feet in length; ii. The project is not adjacent to any other existing stabilization structures; iii. All conditions of this General Certification can be met, including adherence to any moratoriums as stated in Condition #10; and iv. A Notification of Work in Trout Watersheds Form is submitted to the Division at least 60 days prior to commencement of work; or i) Any permanent impacts to coastal wetlands [15A NCAC 07H .0205], or Unique Wetlands (UWL); or j) Any impact associated with a Notice of Violation or an enforcement action for violation(s) of NC Wetland Rules (15A NCAC 02H .0500), NC Isolated Wetland Rules (15A NCAC 02H .1300), NC Surface Water or Wetland Standards (15A NCAC 02B .0200), or State Regulated Riparian Buffer Rules (15A NCAC 02B .0200); or k) Any impacts to subject water bodies and/or state regulated riparian buffers along subject water bodies in the Neuse, Tar -Pamlico, or Catawba River Basins or in the Randleman Lake, Jordan Lake or Goose Creek Watersheds (or any other basin or watershed with State Regulated Riparian Area Protection Rules [Buffer Rules] in effect at the time of application) unless: i. The activities are listed as "EXEMPT" from these rules; or Page 2 of 10 GC4134 ii. A Buffer Authorization Certificate is issued by the NC Division of Coastal Management (DCM); or iii. A Buffer Authorization Certificate or a Minor Variance is issued by a delegated or designated local government implementing a state riparian buffer program pursuant to 143-215.23. Activities included in this General Certification that do not meet one of the thresholds listed above do not require written approval. I. ACTIVITY SPECIFIC CONDITIONS: 1. Any repairs or adjustments to the site shall be made according to the approved plans. Repairs that result in a change from the approved plans must receive written approval from DWR prior to commencement of the repairs. [15A NCAC 02H .0501 and .0502] 2. Written authorization for a compensatory mitigation project does not represent an approval of credit yield for the project. [15A NCAC 02H .0500(h)] 3. For all dam removal projects meeting the definition under G.S. 143-215.25 and requirements under G.S. 143-215.27 of a professionally supervised dam removal, the applicant shall provide documentation that any sediment that may be released has similar or lower level of contamination than sediment sampled from downstream of the dam in accordance with Session Law 2017-145. II. GENERAL CONDITIONS: 1. When written authorization is required, the plans and specifications for the project are incorporated into the authorization by reference and are an enforceable part of the Certification. Any modifications to the project require notification to DWR and may require an application submittal to DWR with the appropriate fee. [15A NCAC 02H .0501 and .0502] 2. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint of the impacts (including temporary impacts) as authorized in the written approval from DWR; or beyond the thresholds established for use of this Certification without written authorization. [15A NCAC 02H .0501 and .0502] No removal of vegetation or other impacts of any kind shall occur to state regulated riparian buffers beyond the footprint of impacts approved in a Buffer Authorization or Variance or as listed as an exempt activity in the applicable riparian buffer rules. [15A NCAC 02B .0200] Page 3 of 10 GC4134 3. In accordance with 15A NCAC 02H .0506(h) and Session Law 2017-10, compensatory mitigation may be required for losses of greater than 300 linear feet of perennial streams and/or greater than one (1) acre of wetlands. Impacts associated with the removal of a dam shall not require mitigation when the removal complies with the requirements of Part 3 of Article 21 in Chapter 143 of the North Carolina General Statutes. Impacts to isolated and other non-404 jurisdictional wetlands shall not be combined with 404 jurisdictional wetlands for the purpose of determining when impact thresholds trigger a mitigation requirement. For linear publicly owned and maintained transportation projects that are not determined to be part of a larger common plan of development by the US Army Corps of Engineers, compensatory mitigation may be required for losses of greater than 300 linear feet per perennial stream. Compensatory stream and/or wetland mitigation shall be proposed and completed in compliance with G.S. 143-214.11. For applicants proposing to conduct mitigation within a project site, a complete mitigation proposal developed in accordance with the most recent guidance issued by the US Army Corps of Engineers Wilmington District shall be submitted for review and approval with the application for impacts. 4. All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules in Chapter 2 of Title 15A. 5. When applicable, all construction activities shall be performed and maintained in full compliance with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973). Regardless of applicability of the Sediment and Pollution Control Act, all projects shall incorporate appropriate Best Management Practices for the control of sediment and erosion so that no violations of state water quality standards, statutes, or rules occur. [15A NCAC 02H .0506(b)(3) and (c)(3) and 15A NCAC 02B .0200]. Design, installation, operation, and maintenance of all sediment and erosion control measures shall be equal to or exceed the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual, or for linear transportation projects, the NCDOT Sediment and Erosion Control Manual. All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) sites, including contractor -owned or leased borrow pits associated with the project. Sufficient materials required for stabilization and/or repair of erosion control measures and stormwater routing and treatment shall be on site at all times. For borrow pit sites, the erosion and sediment control measures shall be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. Reclamation measures and implementation shall comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971. Page 4 of 10 GC4134 If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA, WS-I, WS-II, High Quality Waters (HQW), or Outstanding Resource Waters (ORW), then the sedimentation and erosion control designs shall comply with the requirements set forth in 15A NCAC 04B .0124, Design Standards in Sensitive Watersheds. 6. Sediment and erosion control measures shall not be placed in wetlands or waters except within the footprint of temporary or permanent impacts authorized under this Certification. Exceptions to this condition require application to and written approval from DWR. [15A NCAC 02H .0501 and .0502] 7. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used along streambanks or within wetlands. Exceptions to this condition require application to and written approval from DWR. [15A NCAC 02B .0201] 8. An NPDES Construction Stormwater Permit (NCG010000) is required for construction projects that disturb one (1) or more acres of land. The NCG010000 Permit allows stormwater to be discharged during land disturbing construction activities as stipulated in the conditions of the permit. If the project is covered by this permit, full compliance with permit conditions including the erosion & sedimentation control plan, inspections and maintenance, self -monitoring, record keeping and reporting requirements is required. [15A NCAC 02H .0506(b)(5) and (c)(5)] The North Carolina Department of Transportation (NCDOT) shall be required to be in full compliance with the conditions related to construction activities within the most recent version of their individual NPDES (NCS000250) stormwater permit. [15A NCAC 02H .0506(b)(5) and (c)(5)] 9. All work in or adjacent to streams shall be conducted so that the flowing stream does not come in contact with the disturbed area. Approved best management practices from the most current version of the NC Sediment and Erosion Control Manual, or the NC DOT Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize excavation in flowing water. Exceptions to this condition require application to and written approval from DWR. [15A NCAC 02H .0506(b)(3) and (c)(3)] 10. If activities must occur during periods of high biological activity (e.g. sea turtle nesting, fish spawning, or bird nesting), then biological monitoring may be required at the request of other state or federal agencies and coordinated with these activities. [15A NCAC 02H .0506(b)(2) and 15A NCAC 04B .0125] All moratoriums on construction activities established by the NC Wildlife Resources Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries (DMF), or National Marine Fisheries Service (NMFS) shall be implemented. Exceptions to this condition require written approval by the resource agency responsible for the given moratorium. A copy of the approval from the resource agency shall be forwarded to DWR. Page 5 of 10 GC4134 Work within a designated trout watershed of North Carolina (as identified by the Wilmington District of the US Army Corps of Engineers), or identified state or federal endangered or threatened species habitat, shall be coordinated with the appropriate WRC, USFWS, NMFS, and/or DMF personnel. 11. Culverts shall be designed and installed in such a manner that the original stream profiles are not altered and allow for aquatic life movement during low flows. The dimension, pattern, and profile of the stream above and below a pipe or culvert shall not be modified by widening the stream channel or by reducing the depth of the stream in connection with the construction activity. The width, height, and gradient of a proposed culvert shall be such as to pass the average historical low flow and spring flow without adversely altering flow velocity. [15A NCAC 02H .0506(b)(2) and (c)(2)] Placement of culverts and other structures in streams shall be below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of the culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow low flow passage of water and aquatic life. If multiple pipes or barrels are required, they shall be designed to the mimic the existing stream cross section as closely as possible including pipes or barrels at flood plain elevation and/or sills where appropriate. Widening the stream channel shall be avoided. When topographic constraints indicate culvert slopes of greater than 5%, culvert burial is not required, provided that all alternative options for flattening the slope have been investigated and aquatic life movement/connectivity has been provided when possible (e.g. rock ladders, cross vanes, etc.). Notification, including supporting documentation to include a location map of the culvert, culvert profile drawings, and slope calculations, shall be provided to DWR 60 calendar days prior to the installation of the culvert. When bedrock is present in culvert locations, culvert burial is not required provided that there is sufficient documentation of the presence of bedrock. Notification, including supporting documentation such as a location map of the culvert, geotechnical reports, photographs, etc. shall be provided to DWR a minimum of 60 calendar days prior to the installation of the culvert. If bedrock is discovered during construction, then DWR shall be notified by phone or email within 24 hours of discovery. If other site -specific topographic constraints preclude the ability to bury the culverts as described above and/or it can be demonstrated that burying the culvert would result in destabilization of the channel, then exceptions to this condition require application to and written approval from DWR. Page 6 of 10 GC4134 Installation of culverts in wetlands shall ensure continuity of water movement and be designed to adequately accommodate high water or flood conditions. When roadways, causeways, or other fill projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges shall be provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway that may result in destabilization of streams or wetlands. The establishment of native woody vegetation and other soft stream bank stabilization techniques shall be used where practicable instead of rip -rap or other bank hardening methods. 12. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed across the bridge and pre-treated through site -appropriate means to the maximum extent practicable (e.g. grassed swales, pre -formed scour holes, vegetated buffers, etc.) before entering the stream. Exceptions to this condition require application to and written approval from DWR. [15A NCAC 02H .0506(b)(5)] 13. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas and/or wetlands shall be conducted at agronomic rates and shall comply with all other Federal, State and Local regulations. Fertilizer application shall be accomplished in a manner that minimizes the risk of contact between the fertilizer and surface waters. [15A NCAC 02B .0200 and 15A NCAC 02B .0231] 14. If concrete is used during construction, then all necessary measures shall be taken to prevent direct contact between uncured or curing concrete and waters of the state. Water that inadvertently contacts uncured concrete shall not be discharged to waters of the state. [15A NCAC 02B .0200] 15. All proposed and approved temporary fill and culverts shall be removed and the impacted area shall be returned to natural conditions within 60 calendar days after the temporary impact is no longer necessary. The impacted areas shall be restored to original grade, including each stream's original cross sectional dimensions, planform pattern, and longitudinal bed profile. For projects that receive written approval, no temporary impacts are allowed beyond those included in the application and authorization. All temporarily impacted sites shall be restored -and stabilized with native vegetation. [15A NCAC 02H .0506(b)(2) and (c)(2)] 16. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams shall be installed as outlined in the most recent edition of the North Carolina Sediment and Erosion Control Planning and Design Manual or the North Carolina Surface Mining Manual or the North Carolina Department of Transportation Best Management Practices for Construction and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during use of this Certification. [15A NCAC 02H .0506(b)(2) and (c)(2)] Page 7 of 10 GC4134 17. Any rip -rap required for proper culvert placement, stream stabilization, or restoration of temporarily disturbed areas shall be restricted to the area directly impacted by the approved construction activity. All rip -rap shall be placed such that the original stream elevation and streambank contours are restored and maintained. Placement of rip -rap or other approved materials shall not result in de -stabilization of the stream bed or banks upstream or downstream of the area or in a manner that precludes aquatic life passage. [15A NCAC 02H .0506(b)(2)] 18. Any rip -rap used for stream or shoreline stabilization shall be of a size and density to prevent movement by wave, current action, or stream flows and shall consist of clean rock or masonry material free of debris or toxic pollutants. Rip -rap shall not be installed in the streambed except in specific areas required for velocity control and to ensure structural integrity of bank stabilization measures. [15A NCAC 02H .0506(b)(2)] 19. Applications for rip -rap groins proposed in accordance with 15A NCAC 07H .1401 (NC Division of Coastal Management General Permit for construction of Wooden and Rip -rap Groins in Estuarine and Public Trust Waters) shall meet all the specific conditions for design and construction specified in 15A NCAC 07H .1405. 20. All mechanized equipment operated near surface waters shall be inspected and maintained regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or other toxic materials. Construction shall be staged in order to minimize the exposure of equipment to surface waters to the maximum extent practicable. Fueling, lubrication and general equipment maintenance shall be performed in a manner to prevent, to the maximum extent practicable, contamination of surface waters by fuels and oils. [15A NCAC 02H .0506(b)(3) and (c)(3) and 15A NCAC 02B .0211 (12)] 21. Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken to minimize soil disturbance. [15A NCAC 02H .0506 (b)(3) and (c)(3)] 22. In accordance with 143-215.85(b), the applicant shall report any petroleum spill of 25 gallons or more; any spill regardless of amount that causes a sheen on surface waters; any petroleum spill regardless of amount occurring within 100 feet of surface waters; and any petroleum spill Tess than 25 gallons that cannot be cleaned up within 24 hours. 23. If an environmental document is required under the State Environmental Policy Act (SEPA), then this General Certification is not valid until a Finding of No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse. If an environmental document is required under the National Environmental Policy Act (NEPA), then this General Certification is not valid until a Categorical Exclusion, the Final Environmental Assessment, or Final Environmental Impact Statement is published by the lead agency. [15A NCAC 01C .0107(a)] Page 8 of 10 GC4134 24. This General Certification does not relieve the applicant of the responsibility to obtain all other required Federal, State, or Local approvals before proceeding with the project, including those required by, but not limited to, Sediment and Erosion Control, Non - Discharge, Water Supply Watershed, and Trout Buffer regulations. 25. The applicant and their authorized agents shall conduct all activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal Law. If DWR determines that such standards or laws are not being met, including failure to sustain a designated or achieved use, or that State or Federal law is being violated, or that further conditions are necessary to assure compliance, then DWR may revoke or modify a written authorization associated with this General Water Quality Certification. [15A NCAC 02H .0507(d)] 26. The permittee shall require its contractors and/or agents to comply with the terms and conditions of this permit in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated with the construction or maintenance of this project with a copy of this Certification. A copy of this Certification, including all conditions shall be available at the project site during the construction and maintenance of this project. [15A NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)] 27. When written authorization is required for use of this Certification, upon completion of all permitted impacts included within the approval and any subsequent modifications, the applicant shall be required to return a certificate of completion (available on the DWR website: https://edocs.deq.nc.gov/Forms/Certificate-of-Completion). [15A NCAC 02H .0502(f)] 28. Additional site -specific conditions, including monitoring and/or modeling requirements, may be added to the written approval letter for projects proposed under this Water Quality Certification in order to ensure compliance with all applicable water quality and effluent standards. [15A NCAC 02H .0507(c)] 29. If the property or project is sold or transferred, the new permittee shall be given a copy of this Certification (and written authorization if applicable) and is responsible for complying with all conditions. [15A NCAC 02H .0501 and .0502] III. GENERAL CERTIFICATION ADMINISTRATION: 1. In accordance with North Carolina General Statute 143-215.3D(e), written approval for a 401 Water Quality General Certification must include the appropriate fee. An applicant for a CAMA permit under Article 7 of Chapter 113A of the General Statutes for which a water quality Certification is required shall only make one payment to satisfy both agencies; the fee shall be as established by the Secretary in accordance with 143-215.3D(e)(7). Page 9 of 10 GC4134 2. This Certification neither grants nor affirms any property right, license, or privilege in any waters, or any right of use in any waters. This Certification does not authorize any person to interfere with the riparian rights, littoral rights, or water use rights of any other person and this Certification does not create any prescriptive right or any right of priority regarding any usage of water. This Certification shall not be interposed as a defense in any action respecting the determination of riparian or littoral rights or other rights to water use. No consumptive user is deemed by virtue of this Certification to possess any prescriptive or other right of priority with respect to any other consumptive user regardless of the quantity of the withdrawal or the date on which the withdrawal was initiated or expanded. 3. This Certification grants permission to the Director, an authorized representative of the Director, or DWR staff, upon the presentation of proper credentials, to enter the property during normal business hours. [15A NCAC 02H .0502(e)] 4. This General Certification shall expire on the same day as the expiration date of the corresponding Nationwide Permit and/or Regional General Permit. The conditions in effect on the date of issuance of Certification for a specific project shall remain in effect for the life of the project, regardless of the expiration date of this Certification. This General Certification is rescinded when the US Army Corps of Engineers reauthorizes any of the corresponding Nationwide Permits and/or Regional General Permits or when deemed appropriate by the Director of the Division of Water Resources. 5. Non-compliance with or violation of the conditions herein set forth by a specific project may result in revocation of this General Certification for the project and may also result in criminal and/or civil penalties. 6. The Director of the North Carolina Division of Water Resources may require submission of a formal application for Individual Certification for any project in this category of activity if it is deemed in the public's best interested or determined that the project is likely to have a significant adverse effect upon water quality, including state or federally listed endangered or threatened aquatic species, or degrade the waters so that existing uses of the water or downstream waters are precluded. History Note: Water Quality Certification (WQC) Number 4134 issued December 1, 2017 replaces WQC March 3, 2017; WQC 3885 issued March 19, 2012; WQC Number 3689 issued November 1, 2007; WQC Number 3626 issued March 19, 2007; WQC Number 3495 issued December 31, 2004; and WQC Number 3399 issued March 2003. Page 10 of 10 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2019-00125 County: Orange U.S.G.S. Quad: NC-Hillsborough GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee:NC Division of Mitigation Service Permittee: Wildlands Engineering Inc Attn: Mr. Tim Baumgartner Attn: Daniel Johnson Address: 217 West Jones Street, Suite 3000A Address: 497 Bramson Ct, Suite 104 Raleigh, North Carolina 27603 Mt. Pleasant, SC 29464 Telephone:919-707-8319 Telephone: 843-277-6221 Size (acres) 27 acres Nearest Town Hillsborough Nearest Waterway Eno River River Basin Neuse USGS HUC 03020201 Coordinates Latitude: 36.108078 °N Longitude: -79.128361 °W Location description: The NCDMS Perry Hill Mitigation Site is located at 2623 Frank Perry Rd, Hillsborough, Orange County, North Carolina. PIN: 9865081397. Description of projects area and activity: The co-applicants, NCDMS and Wildlands Engineering, Inc. have requested a Department of the Army permit authorization to discharge dredged and/or fill material into waters of the United States associated with the NCDMS Perry Hill Mitigation Site. Implementation of the proposed restoration and enhancement activities will result in the discharge of fill material into 4,568 linear feet of stream channel, and 0.420 acres of wetlands associated with mechanized land clearing, excavation, placement of fill material, and stream relocation activities for the mitigation site. Compensatory mitigation is NOT required in conjunction with the aforementioned activities. Refer to the enclosed Table 1 for a detailed summary of impacts Applicable Law: Section 404 (Clean Water Act, 33 USC 1344) Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number and/or Nationwide Permit Number: NWP 27 – Aquatic Habitat Restoration, Enhancement, and Establishment Activities SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted application and attached information dated October 29, 2020. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months SAW-2019-00125 of the date of the nationwide and/or regional general permit’s expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807- 6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at (252) 808-2808. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Kimberly Browning, 919.554.4884 x60. Corps Regulatory Official: Date: November 17, 2020 Expiration Date of Verification: March 18, 2022 SAW-2019-00125 Table 1. Authorized discharge of fill material into waters of the United States in association with the NCDMS Perry Hill Mitigation Site (SAW-2019-00125). 1. Total Impacts: Stream – 4568 LF, Wetland – 0.420 ac Wetland: SAW-2019-00125 Stream: *Impacts are associated with aquatic resource restoration and enhancement activities and are expected to result in a net gain in Waters of the US. SPECIAL CONDITIONS 1. The permittee understands and agrees that the document entitled “FINAL Mitigation Plan – Perry Hill Mitigation Plan” dated July 31, 2020 is incorporated and made part of this permit. Execution of the work and terms given in the approved mitigation plan are a condition of this permit. 2. This Nationwide Permit verification does not imply suitability of this property for compensatory mitigation for any particular project. The use of any portion of this site as compensatory mitigation for a particular project will be determined during the permit review process for that project. SAW-2019-00125 COMPLIANCE CERTIFICATION Action ID Number: SAW-2019-00125 County: Orange Permittee: NC Division of Mitigation Services Wildlands Engineering, Inc Attn: Mr. Tim Baumgartner Attn: Daniel Johnson Project Name: NCDMS Perry Hill Mitigation Site Date Verification Issued: November 17, 2020 Project Manager: Kim Browning Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Regulatory Division Mitigation Office Attn: Kim Browning 3331 Heritage Trade Drive, Suite 105 Raleigh, NC 27587 Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. _______________________________________ ______________________ Signature of Permittee Date December 5, 2020 LETTER OF APPROVAL Wildlands Engineering, Inc. ATTN: Shawn D. Wilkerson, President 1430 S. Mint Street, Suite 104 Charlotte, NC 28203 RE: Project Name: Perry Hill Mitigation Site Acres Approved: 13.73 Project ID: ORANG-2021-002 County: Orange City: Hillsborough Address: Frank Perry Road River Basin: Neuse Stream Classification: HQW Submitted By: Wildlands Engineering, Inc., ATTN: Geoff Smith, PE Date Received by LQS: November 23, 2020 Plan Type: Revised Dear Mr. Wilkerson: The subject erosion and sedimentation control plan has been approved. The enclosed Certificate of Approval must be posted at the job site. This plan approval shall expire three (3) years following the date of approval, if no land-disturbing activity has been undertaken, as is required by Title 15A NCAC 4B .0129. As of April 1, 2019, all new construction activities are required to complete and submit an electronic Notice of Intent (eNOI) form requesting a Certificate of Coverage (COC) under the NCG010000 Construction General Permit. After the form is reviewed and found to be complete, you will receive a link with payment instructions for the $100 annual permit fee. After the fee is received, you will receive the COC via email. You MUST obtain the COC prior to commencement of any land disturbing activity. The eNOI form may be accessed at deq.nc.gov/NCG01. Please direct questions about the eNOI form to Annette Lucas at Annette.Lucas@ncdenr.gov or Paul Clark at Paul.Clark@ncdenr.gov. If the owner/operator of this project changes in the future, the new responsible party is required to apply for his/her own COC. Letter of Approval Wildlands Engineering, Inc. December 5, 2020 Page 2 of 3 Rev. 05222020 Title 15A NCAC 4B .0118(a) and the NCG01 permit require that the following documentation be kept on file at the job site: 1. The approved E&SC plan as well as any approved deviation. 2. The NCG01 permit and the COC, once it is received. 3. Records of inspections made during the previous 12 months. Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic inspection to insure compliance with the approved plan. Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion control plan be on file at the job site. Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic inspection to insure compliance with the approved plan. North Carolina's Sedimentation Pollution Control Act is performance-oriented, requiring protection of existing natural resources and adjoining properties. If, following the commencement of this project, it is determined that the erosion and sedimentation control plan is inadequate to meet the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statute 113A-51 through 66), this office may require revisions to the plan and implementation of the revisions to ensure compliance with the Act. Acceptance and approval of this plan is conditioned upon your compliance with Federal and State water quality laws, regulations, and rules. In addition, local city or county ordinances or rules may also apply to this land-disturbing activity. This approval does not supersede any other permit or approval. Please note that this approval is based in part on the accuracy of the information provided in the Financial Responsibility Form, which you provided. You are requested to file an amended form if there is any change in the information included on the form. This permit allows for a land- disturbance, as called for on the application plan, not to exceed the approved acres.  Exceeding the acreage will be a violation of this permit and would require a revised plan and additional application fee. In addition, it would be helpful if you notify this office of the proposed starting date for this project. Please notify us if you plan to have a preconstruction conference. Letter of Approval Wildlands Engineering, Inc. December 5, 2020 Page 3 of 3 Rev. 05222020 Your cooperation is appreciated. Sincerely, Dylan Reinhardt Assistant Regional Engineer Land Quality Section Enclosures: Certificate of Approval NPDES NCG01 Fact Sheet cc: Wildlands Engineering, ATTN: Geoff Smith, PE (gsmith@wildlandseng.com) Regional Office file                         APPENDIX 6.6  Vegetation Plot Data  Table 4. Planted and Total Stem Counts Perry Hill Mitigation Site Monitoring Year 0 - 2021 PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T Acer floridanum Southern Sugar Maple Tree 1 1 1 Acer negundo Boxelder Tree 2 2 2 1 1 1 1 1 1 2 2 2 1 1 1 Asimina triloba Common Pawpaw Shrub Tree 2 2 2 Betula nigra River Birch Tree 3 3 3 2 2 2 2 2 2 4 4 4 2 2 2 Cornus amomum Silky Dogwood Shrub Tree 2 2 2 Diospyros virginiana American Persimmon Tree 2 2 2 1 1 1 Nyssa sylvatica Black Gum Tree Platanus occidentalis Sycamore Tree 2 2 2 4 4 4 1 1 1 3 3 3 2 2 2 Populus deltoides Eastern Cottonwood Tree 2 2 2 1 1 1 1 1 1 Quercus alba White Oak Tree Quercus lyrata Overcup Oak Tree 2 2 2 2 2 2 Quercus pagoda Cherrybark Oak Tree 4 4 4 1 1 1 2 2 2 2 2 2 Quercus phellos Willow Oak Tree 1 1 1 Quercus rubra Northern Red Oak Tree 2 2 2 Ulmus alata Winged Elm Tree Ulmus americana American Elm Tree 2 2 2 2 2 2 1 1 1 Viburnum prunifolium Blackhaw Viburnum Shrub Tree 1 1 1 15 15 15 12 12 12 12 12 12 15 15 15 12 12 12 6 6 6 6 6 6 8 8 8 6 6 6 9 9 9 607 607 607 486 486 486 486 486 486 607 607 607 486 486 486 Color for Density Exceeds requirements by 10% Exceeds requirements, but by less than 10% Fails to meet requirements, by less than 10% Fails to meet requirements by more than 10% Volunteer species included in total PnoLS - Planted Stems Excluding Live Stakes P-all - All Planted Stems T - All Woody Stems 0.02 1 0.02 1 0.02size (ACRES) Species count Stems per ACRE 1 0.02 0.02 VP 3 VP 4 Stem count size (ares)11 Scientific Name Common Name Species Type VP 1 VP 2 VP 5 Current Plot Data (MY0 2021) Table 4. Planted and Total Stem Counts Perry Hill Mitigation Site Monitoring Year 0 - 2021 Acer floridanum Southern Sugar Maple Tree Acer negundo Boxelder Tree Asimina triloba Common Pawpaw Shrub Tree Betula nigra River Birch Tree Cornus amomum Silky Dogwood Shrub Tree Diospyros virginiana American Persimmon Tree Nyssa sylvatica Black Gum Tree Platanus occidentalis Sycamore Tree Populus deltoides Eastern Cottonwood Tree Quercus alba White Oak Tree Quercus lyrata Overcup Oak Tree Quercus pagoda Cherrybark Oak Tree Quercus phellos Willow Oak Tree Quercus rubra Northern Red Oak Tree Ulmus alata Winged Elm Tree Ulmus americana American Elm Tree Viburnum prunifolium Blackhaw Viburnum Shrub Tree Color for Density Exceeds requirements by 10% Exceeds requirements, but by less than 10% Fails to meet requirements, by less than 10% Fails to meet requirements by more than 10% Volunteer species included in total PnoLS - Planted Stems Excluding Live Stakes P-all - All Planted Stems T - All Woody Stems size (ACRES) Species count Stems per ACRE Stem count size (ares) Scientific Name Common Name Species Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T 2 2 2 1 1 1 1 1 1 3 3 3 1 1 1 1 1 1 3 3 3 3 3 3 1 1 1 3 3 3 2 2 2 3 3 3 1 1 1 3 3 3 1 1 1 2 2 2 6 6 6 3 3 3 2 2 2 3 3 3 2 2 2 1 1 1 2 2 2 1 1 1 1 1 1 3 3 3 1 1 1 1 1 1 2 2 2 1 1 1 2 2 2 1 1 1 2 2 2 2 2 2 2 2 2 4 4 4 1 1 1 1 1 1 1 1 1 17 17 17 12 12 12 18 18 18 13 13 13 16 16 16 6 6 6 9 9 9 8 8 8 8 8 8 8 8 8 688 688 688 486 486 486 728 728 728 526 526 526 647 647 647 0.02 0.02 1 0.02 1 0.02 VP 7 VP 8 VP 9 VP 10 1 0.02 11 VP 6 Current Plot Data (MY0 2021) Table 4. Planted and Total Stem Counts Perry Hill Mitigation Site Monitoring Year 0 - 2021 Acer floridanum Southern Sugar Maple Tree Acer negundo Boxelder Tree Asimina triloba Common Pawpaw Shrub Tree Betula nigra River Birch Tree Cornus amomum Silky Dogwood Shrub Tree Diospyros virginiana American Persimmon Tree Nyssa sylvatica Black Gum Tree Platanus occidentalis Sycamore Tree Populus deltoides Eastern Cottonwood Tree Quercus alba White Oak Tree Quercus lyrata Overcup Oak Tree Quercus pagoda Cherrybark Oak Tree Quercus phellos Willow Oak Tree Quercus rubra Northern Red Oak Tree Ulmus alata Winged Elm Tree Ulmus americana American Elm Tree Viburnum prunifolium Blackhaw Viburnum Shrub Tree Color for Density Exceeds requirements by 10% Exceeds requirements, but by less than 10% Fails to meet requirements, by less than 10% Fails to meet requirements by more than 10% Volunteer species included in total PnoLS - Planted Stems Excluding Live Stakes P-all - All Planted Stems T - All Woody Stems size (ACRES) Species count Stems per ACRE Stem count size (ares) Scientific Name Common Name Species Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T 1 1 1 2 2 2 1 1 1 3 3 3 1 1 1 20 20 20 2 2 2 1 1 1 9 9 9 2 2 2 3 3 3 3 3 3 2 2 2 35 35 35 2 2 2 4 4 4 2 2 2 16 16 16 1 1 1 1 1 1 4 4 4 4 4 4 3 3 3 3 3 3 42 42 42 1 1 1 2 2 2 12 12 12 2 2 2 2 2 2 7 7 7 1 1 1 2 2 2 2 2 2 21 21 21 2 2 2 6 6 6 1 1 1 1 1 1 1 1 1 7 7 7 1 1 1 1 1 1 2 2 2 14 14 14 1 1 1 4 4 4 15 15 15 15 15 15 14 14 14 15 15 15 201 201 201 7 7 7 8 8 8 6 6 6 9 9 9 17 17 17 607 607 607 607 607 607 567 567 567 607 607 607 581 581 581 0.350.02 1 0.02 1 0.02 1 0.02 VP 13 VP 14 Annual Means MY0 (2021) 14 VP 11 VP 12 1 Current Plot Data (MY0 2021)                           VEGETATION PLOT PHOTOGRAPHS                                         Perry Hill Mitigation Site  Appendix 6.6: Vegetation Plot Data – Vegetation Plot Photographs     VEG PLOT 1 (04/06/2021) VEG PLOT 2 (04/06/2021)     VEG PLOT 3 (04/06/2021) VEG PLOT 4 (04/08/2021)     VEG PLOT 5 (04/08/2021) VEG PLOT 6 (04/06/2021)   Perry Hill Mitigation Site  Appendix 6.6: Vegetation Plot Data – Vegetation Plot Photographs     VEG PLOT 7 (04/06/2021) VEG PLOT 8 (04/06/2021)     VEG PLOT 9 (04/06/2021) VEG PLOT 10 (04/06/2021)     VEG PLOT 11 (04/06/2021) VEG PLOT 12 (04/06/2021)   Perry Hill Mitigation Site  Appendix 6.6: Vegetation Plot Data – Vegetation Plot Photographs     VEG PLOT 13 (04/06/2021) VEG PLOT 14 (04/06/2021)