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HomeMy WebLinkAbout20200692 Ver 1_401 Application_20200526Staff Review Does this application have all the attachments needed to accept it into the review process?* r Yes r No ID#* Version* 1 20200692 Is this project a public transportation project?* r Yes r No Reviewer List:* Alan Johnson:eads\adjohnson1 Select Reviewing Office:* Mooresville Regional Office - (704) 663-1699 Submittal Type:* 401 Application Does this project require a request for payment to be sent? r Yes r No How much is r $240.00 owed?* r $570.00 Project Submittal Form Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered. Project Type: r New Project r New Project w Existing ID r Pre -Application Submittal r More Information Response r Other Agency Comments r For the Record Only (Courtesy Copy) r Stream or Buffer Appeal New Project - Please check the new project type if you are trying to submit a new project that needs an official approval decision. Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and do not have the expectation that your submittal will be considered a complete application requiring a formal decision. More Information Response - Please check this type if you are responding to a request for information from staff and you have and ID# and version for this response. Other Agency Comments - Please check this if you are submitting comments on an existing project. Project Contact Information Name: Shanna Cahill VUio is submitting the inforrration? Email Address: scahill@corblu.com Project Information Project Name: Colonial Pipeline Company - Charlotte Facility- NWP 27 Is this a public transportation project? r Yes r No Is the project located within a NC DCM Area of Environmental Concern (AEC)? r Yes r No r Unknown County (ies) Mecklenburg Please upload all files that need to be submited. aick the upload button or drag and drop files here to attach document USACE OnlineSubmit NWP 27 15.44MB PCN CharlotteFacility_5-19-20PT2.pdf PCN Checklist Charlotte Facility_DWR.pdf 88.45KB Zoomed In —USDA NRCS Soils Map.pdf 2.24MB Zoomed —Out —USDA NRCS Soils Map.pdf 2.36MB Only pdf or lm7 files are accepted. Describe the attachments: Pre -construction Notification (PCN) Nationwide Permit No. 27, DWR Checklist, Bound Soils Map Sign and Submit V By checking the box and signing box below, I certify that: a I have given true, accurate, and complete information on this form; a I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act") a I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); a I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND o I intend to electronically sign and submit the online form." Signature: q ]4CSIt' Cal Submittal Date: 5-26-2020 Is filled in autorratically. Version 1.4 January 9, 2009 401 & Buffer Permitting PCN Submittal Checklist The application fee (Checks may be made out to “N.C. Division of Water Resources” - $240.00 for 401 Water Quality Certification with minor impacts - $570.00 for 401 Water Quality Certification with major impacts - Express Review Fee (Amount requested on Acceptance Letter) Four (4) complete and collated copies of the PCN Application and supporting documentation (instead of providing 4 copies of the full size plans you may provide two copies of full size plans along with two copies of 11 X 17 plans) N/A Stormwater Management Plan (if applicable – see PCN Form Help File Section E) 1) Please provide three (3) copies of the stormwater management plans along with all supporting information pertaining to this project including the following: a. Entire site development/layout plans delineating all drainage areas; b. Design calculation sheets for all proposed BMP(s) sized for both on-site and off-site drainage; c. BMP supplements for each proposed BMP and Required Items Check List (http://portal.ncdenr.org/web/lr/bmp-manual) along with all required items; d. A Notarized Operation & Maintenance Agreement for each stormwater management facility; e. Detailed construction drawing sheets shall include (i) Erosion and sediment control plans; (ii) Installation and planting schedules for the proposed BMPs; (iii) Appropriately scaled plan views and cross sectional details of all BMPs and associated components – inlet and outlet structures, forebay, respective zones and pertinent elevations. N/A If your project is located within a State implemented Riparian Buffer Rule Area, submit the following along with site plans and PCN form: 1) Three (3) copies of the details for on-site diffuse flow provisions, (refer to http://portal.ncdenr.org/web/lr/bmp-manual). N/A DWR Stream Determination Forms for streams on property and DWR determination letter for wetlands or streams (if applicable). The following is the most critical of all the information that you must provide. The quality and detail of the information will often determine the expeditiousness of the review. The following is a checklist of the types of pertinent information required at a minimum: Maps and Plans: The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or delineate the site boundaries on the topographic map. The most recent version of the bound and published County NRCS Soil Survey Map - (required for projects within the Neuse River Basin, Tar-Pamlico River Basin, Randleman Lake Watershed and the Catawba River Basin, also recommended for all projects) - Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures any of the features, it is recommended that a clean copy be provided. Copies of the current soil survey Version 1.4 January 9, 2009 and/or soil survey map sheets can be obtained from the local NRCS County Office (http://www.nc.nrcs.usda.gov/). GIS soil layers are not acceptable. Vicinity map - Please clearly mark the location and approximate boundaries of the property and project on the map. Please indicate north arrow and scale. Please include applicable road names or State Road numbers. The Site Plan - The most critical map to be provided is the site plan. You must provide full sized plans. The following is the minimum list of plans that are typically needed. Pre-construction/Pre-existing conditions - This sheet (or sheets) must include: • All jurisdictional and non-jurisdictional wetland, stream, water features, State regulated buffers (delineated into Zones 1 and 2) • Topographic contours with elevations • Any existing structures and impervious areas • Existing utility lines and easements • Existing roads, culverts, and other pertinent features • North arrow and the scale (1”:50’ scale is recommended). Proposed conditions - This sheet (or sheets) must include: • All jurisdictional and non-jurisdictional wetland, stream, water features, State regulated buffers (delineated into Zones 1 and 2) • Lot layout (if a subdivision or commercial development is proposed) - lots must be developable without further impacts to jurisdictional and non-jurisdictional wetlands, streams, water features, and State regulated buffers. Building envelopes must be provided when streams, wetlands, riparian buffers, or water features exist on a lot • All built-out structures and impervious cover • Final grading contours with elevations • All utilities and easements (including septic fields on all lots within 100 feet of stream, wetland, or water features - if applicable) • Impacted areas – these should correspond with the Impact numbers listed on your PCN form. N/A Drainage Plans - Final drainage plans must include the following: • Locations and pertinent elevations and sizes of the stormwater collection system and drainage ways • All inlets and outlets must also be shown with pertinent elevations (All outlets to wetlands must be at a non-erosive velocity, generally less than 2 ft/sec during the peak flow from the 10-yr storm) • Scaled stormwater BMPs must also be indicated as required by DWR rules and policies • In certain cases (see Section E of PCN form), final stormwater management plans must also be provided (see Stormwater Management Plan Checklist) Proposed Impacts - All impacts to jurisdictional and non-jurisdictional wetland, stream, water features, and State regulated buffers must be shown and labeled on the site plans at a scale no smaller than 1” = 50’. All excavation, fill, flooding, stabilization, and other impacts that will be conducted in or near jurisdictional and non-jurisdictional wetland, stream, water features, and State regulated buffers must be indicated. Please provide cross sectional details showing the provisions for aquatic life passage (burial of culvert 20% for culverts ≤ 48 inches, and 1- foot for culverts > 48 inches). Version 1.4 January 9, 2009 Wetland Impacts: Precise grading and final elevation contours must be provided. Existing vegetation and any clearing must be specified. N/A All subsurface utility lines must indicate the location of anti-seep collars. Construction detail for anti-seep collars must be provided. N/A Roadway or other crossings of riparian wetlands may require floodway culverts to maintain existing hydrological conditions. Plans should show that the hydrology of remaining wetlands on the site will be maintained. Stream Impacts: Stream impacts must be clearly shown on the plans. The centerline as well as the banks of the stream must be surveyed or located by GPS for the portion of the stream to be impacted. N/A The inlet and the outlet of all culverts should be aligned with the stream as much as possible. Inlet and outlet elevations and streambed elevations should be indicated. Any inlet or outlet protection must be shown and enumerated on the impact map(s). N/A For bottomless culverts or other spans, a vertical cross section should be provided that shows the minimum distance from each span to each stream bank, the stream cross section, the height of the span above the stream and the minimum distance from the edge of each footer to each stream bank. Additionally, please provide a signed and sealed geotechnical report of subsurface soils at the proposed bottomless culvert location. The report must comply with the Division of Highways – Guidelines for Drainage Studies and Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer - 1999. N/A Multiple culverts or sectioned box culverts typically require the use of sills, off- setting or other means to match the cross section of the existing stream (in order to maintain stream stability and provide aquatic life passage). A vertical cross section of the culverts should be shown overlain with the up and downstream stream cross section including the stream flood-prone area. N/A Impacts associated with dam construction must indicate and enumerate all fill associated with the dam footprint, spillway and any bank stream bank stabilization. The length of stream impounded must also be indicated and enumerated. Zoomed In USDA NRCS Soils Map Project No. 02-041901 ± Colonial Pipeline Company, SE Charlotte Pipeline Facility Mecklenburg County, North Carolina Approximate Review Area Zoomed Out USDA NRCS Soils Map Project No. 02-041901 ± Colonial Pipeline Company, SE Charlotte Pipeline Facility Mecklenburg County, North Carolina Approximate Review Area May 19, 2020 U.S. Army Corps of Engineers, Wilmington District Regulatory Division, Ashville Field Office 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5005 VIA E-MAIL Subject: Pre-Construction Notification – NWP 27 Colonial Pipeline Company Restoration Mecklenburg County, North Carolina Corblu Project No. 02-041001 Dear Recipient: Corblu Ecology Group, LLC (Corblu) is pleased to submit a pre-construction notification (PCN) on behalf of our client, Colonial Pipeline Company (CPC), for the activities associated with the proposed stream restoration located within CPC’s petroleum pipeline Charlotte Facility in Mecklenburg County, North Carolina. The use of Nationwide Permit No. 27 (NWP 27 – Aquatic Habitat Restoration, Establishment and Enhancement Activities) is proposed for stream restoration activities to stabilize and protect the facility entrance road, correct and prevent ongoing stream bank erosion (i.e., undermine/undercut) that threatens the referenced access road. The project is located at 7524 Kenstead Circle, Charlotte, North Carolina (35.283925, -80.932556; Figures 1-4; Photographs 1-4). Background CPC is committed to operating their pipelines and support facilities in a manner that protects the safety of the public, the environment, and its workforce. The proposed stream restoration project is a component of CPC’s ongoing Integrity Management Program (IMP). The IMP provides an important means of achieving spill-free, error-free operations. The purpose of the IMP is to improve/maintain the integrity of CPC’s system – including pipelines, facilities, equipment, tanks and delivery lines. 2 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 The project site is located within CPC’s existing petroleum pipeline Charlotte Facility which is comprised of numerous petroleum storage tanks, pumps, valves, pipelines, as well as the facility’s administrative/operation office. The stream of concern is an unnamed intermittent tributary to Gum Branch. The unnamed intermittent stream flows west through a culvert at CPC’s east fence line (Photograph No. 1), into a concrete lined channel, and flows directly west towards the access road where it takes a 90 degree turn (Photograph No. 2) and flows north paralleling the access road. The combination of the concrete lined channel’s stream energy flowing directly at the access road along with the sharp 90 degree turn resulting in intense erosive forces during high flow events has caused severe erosion of the streambank and is undercutting the facility access road. To ensure facility access road integrity which is needed for normal operations as well as emergency responses, the stream and streambank requires restoration and stabilization (NWP 27) to prevent continued bank erosion. As designed by Engineering 303, restoration of the above stream segment [approximately 303 linear feet (LF)] will be accomplished using “natural channel design” and construction techniques (Appendix A). The site is located within the Mountain Inland Lake – Catawba River watershed (12-digit hydrologic unit code [HUC] 030501011405; Figure 1). As mentioned above, the project site is located completely within CPC’s Charlotte Facility which is surrounded by industrial and residential developments. Soils within the project site are mapped by the U.S. Department of Agriculture, Natural Resource Conservation Service (NRCS) as Cecil sandy clay loam (CeD2), Helena sandy loam (HeB), and Pacolet sandy loam (PaE). Heb soil is listed as a “predominantly nonhydric” hydric soil by the NRCS for Mecklenburg County, North Carolina (Figure 2). The waters on the project site were delineated by Corblu personnel on July 19, 2019 and surveyed by Engineering 303 on March 30, 2020. Based on the results of the field visit and existing data review, the extent of potentially jurisdictional waters in the subject area are comprised of an unnamed intermittent tributary to Gum Branch and an emergent wetland area (Photograph No. 3 and 4; Figure 5; Appendix A). Specifically, Corblu surveyed the above stream restoration area in accordance with the 1987 Corps of Engineers Wetlands 3 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 Delineation Manual 1 , “Rapanos” guidance 2 , and the appropriate U.S. Army Corps of Engineers (USACE) Regional Supplement3. The stream restoration will result in a slight “net gain” of aquatic habitat; i.e., 300 LF to 303 LF of the unnamed intermittent tributary and no significant change to the of emergent wetland area. Corblu respectfully requests authorization for the above-referenced project under NWP No. 27 for the CPC Charlotte Facility stream restoration effort (Figure 6; Appendix A). The appropriate figures and photographs are enclosed for your review. Nationwide Permit General Conditions Summary We have provided the following information to document compliance with the USACE, NWP general and regional conditions. Each condition and subcategory is itemized below. Please accept this document, the attached Jurisdictional Determination Request (Appendix B), Preliminary Jurisdictional Determination Form (Appendix C), and the Wetland Determination Data Forms (Appendix D) as compliance with NWP General Condition 31. General Condition 1 – Navigation The proposed stream restoration does not occur within navigable waters. General Condition 2 – Aquatic Life Movements The proposed stream restoration will not disrupt the necessary life cycle movement of the aquatic life indigenous to the project area. General Condition 3 – Spawning Areas The proposed stream restoration will avoid spawning areas. The construction sediment and erosion control plan will prevent physical destruction of any potential spawning areas downstream of the project site. General Condition 4 – Migratory Bird Breeding Areas Migratory bird breeding areas are not known to exist in the proposed stream restoration area; therefore, breeding areas will be avoided to the maximum extent practicable. General Condition 5 – Shellfish Beds The proposed stream restoration is not located within or adjacent to a shellfish bed. 1 Environmental Laboratory. Corps of Engineers Wetlands Delineation Manual. U.S. Army Corps of Engineers, Washington, D.C. 100 pp. plus appendices. 1987. 2 U.S. Army Corps of Engineers and U.S. Environmental Protection Agency. Clean Water Act Jurisdiction Following the U.S. Supreme Court's Decision in Rapanos v. United States and Carabell v. United States. December 2, 2008. 3 U.S. Army Corps of Engineers. 2012. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains and Piedmont Region Version 2.0, ed. J.F. Berkowitz, J.S. Wakeley, R.W. Lichvar, C.V. Noble. ERDC/EL TR-12-9. Vicksburg, MS: U.S. Army Engineer Research and Development Center. 4 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 General Condition 6 – Suitable Material Suitable material will be used for the proposed stream restoration efforts and all construction materials will be free of toxic pollutants in toxic amounts. General Condition 7 – Water Supply Intakes No activities associated with the proposed stream restoration will occur in the proximity of a public water supply intake. General Condition 8 – Adverse Effects from Impoundments The proposed stream restoration will not result in an impoundment of potentially jurisdictional waters. General Condition 9 – Management of Water Flows The proposed stream restoration will improve flows and in conjunction with the proposed “natural channel design” and will correct existing bank erosion and sedimentation of unnamed intermittent tributary to Gum Branch. General Condition 10 – Fills Within the 100-Year Floodplains The proposed stream restoration is not located within a 100-year floodplain (Figure 3). General Condition 11 – Equipment All heavy equipment will work from upland areas. Equipment to be used will be an excavator and hand tools. General Condition 12 – Soil Erosion and Sediment Controls Best Management Practices and proper erosion and sedimentation controls will be followed during the proposed stream restoration (Appendix A). General Condition 13 – Removal of Temporary Fills Not applicable, any temporary soil piles will be stored in upland areas. General Condition 14 – Proper Maintenance The proposed stream restoration will be properly maintained to ensure public safety. General Condition 15 – Single and Complete Project The requested PCN is associated with a single and complete project. General Condition 16 – Wild and Scenic Rivers The proposed stream restoration is not located in or adjacent to a Wild and Scenic River. General Condition 17 – Tribal Rights The proposed stream restoration is not located within or adjacent to a Native American reservation or nation. 5 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 General Condition 18 – Endangered Species Corblu conducted a literature and records review of information available from the U.S. Fish and Wildlife Service (USFWS) concerning the potential occurrence of federally threatened and endangered species on the project site. Six federally protected species are listed by the USFWS as potentially occurring in Mecklenburg County, North Carolina : 1) Carolina heelsplitter (Lasmigona decorate); 2) Northern long-eared bat (Myotis septentrionalis); 3) harperella (Ptilimnium nodosum); 4) Michaux’s sumac (Rhus michauxii); 5) Schweinitz's sunflower (Helianthus schweinitzii); and 6) smooth coneflower (Echinacea laevigata). Additionally, an official IPaC species report (Appendix E) was requested from the USFWS for the above referenced project area, which listed four of the above referenced species that could potentially occur within the area: 1) Carolina heelsplitter; 2) Michaux’s sumac; 3) sunflower helianthus; and 4) smooth coneflower. The IPaC report also stated that there are no critical habitats within this project area. The concrete lined unnamed intermittent tributary to Gum Branch does not provide suitable habitat to support the Carolina heelsplitter. Specifically, the subject stream lacks stable well shaded stream banks as well as clay/sand/gravel substrate. Further, because the project area is within an existing and maintained petroleum pipeline facility it has been cleared of all trees and is continually mowed for required ongoing maintenance activities and therefore does not support suitable terrestrial habitat for the remaining listed species. Further, based on the field survey conducted by Corblu on July 19, 2019, no individuals were observed within the project area for the above listed species and no critical habitat loss is expected; therefore, no impacts to protected species is anticipated from the proposed project. General Condition 19 – Migratory Birds and Bald and Golden Eagle Permits During our site inspection no Bald or Golden Eagle individuals or nests were observed within the vicinity of the project location. Further; the proposed stream restoration will not involve the clearing of any trees; therefore, no impacts to the Bald or Golden Eagles are anticipated as a result of this project. General Condition 20 – Historic Properties Corblu completed a cultural resources literature review on the National Registry of Historical Places (NHRP) and North Carolina State Historic Preservation Office GIS Web Service (HPOWEB) for the project site. Based on the information available during the literature review, no NHRP eligible/listed properties are recorded within the project site. There is an historic resource in the general vicinity (a distance of approximately 4,000 feet) of CPC’s Charlotte Facility (Appendix F), but not within the view shed of the NHRP resource. Further the stream restoration project area was significantly disturbed during the 1960’s construction of the Charlotte Facility and access road; therefore, any cultural resources that may have been within the project area are no longer present. General Condition 21 – Discovery of Previously Unknown Remains and Artifacts The district engineer will be notified immediately if any historic, cultural, or archeological remains and/or artifacts are discovered. General Condition 22 – Designated Critical Resource Waters No Critical Resource Waters occur on or adjacent to the proposed stream restoration . 6 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 General Condition 23 – Mitigation Since the proposed project will not result in a loss of aquatic resources and has been designed to improve aquatic habitat and function, thus no mitigation is proposed. The proposed stream restoration will result in a net water quality improvement to the subject stream via reduction in bank erosion and associated sedimentation. General Condition 24 – Safety of Impoundment Structures The proposed stream restoration does not include the construction of any impoundment structures. General Condition 25 – Water Quality The North Carolina Division of Water Quality (DWQ) provided a conditional Section 401 Water Quality Certification (WQC) No. 4134 for the use of NWP No. 27 in North Carolina on March 19, 2017. Individual conditions of WQC No. 4134 are listed below: NC Division of Water Resources (DWR) Water Quality General Certification No. 4134 General Conditions Activities meeting any one (1) of the following threshold or circumstances require written approval for a 401 WQC from the Division of Water Resources (DWR): a) If any of the conditions of this Certification (listed below) cannot be met; or Acknowledged; please see our responses below. 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 The proposed stream restoration is designed based on current natural channel techniques. ii. In-stream structures do not exceed a spacing of three structure per 100 feet of stream length up to a total of 500 feet of streambank stabilization; or The unnamed intermittent tributary is a B stream which has steeper grades, thus exceeding the spacing of three structure per 100 feet of stream length up to a total of 300 LF of the proposed stream restoration. c) Any stream relocation; Not applicable, proposed stream restoration. 7 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 d) Complete dewatering and drawdowns to a sediment layer related to pond/dam maintenance or removal; or Not applicable; the restoration activity does not involve dam maintenance or removal. 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 The proposed stream restoration is approximately 303 LF. f) Total temporary and permanent impacts to streambanks of greater than 500 feet for bank stabilization projects when natural armoring techniques (e.g., sloping, vegetation, geolifts) are used; or. The proposed stream restoration is approximately 303 LF. g) Any permanent impacts to waters, or to wetlands adjacent to waters, designated as: ORW (including SAV), HQW (including PNA), SA, WS-1, WS-II, Trout, or North Carolina or National Wild and Scenic River. Not applicable. The proposed stream restoration to the unnamed intermittent tributary flows into Gum Branch a WS-IV stream. 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; Not applicable, the proposed project is not located within or adjacent to designated trout waters. ii. The project is not adjacent to any other existing stabilization structures; Not applicable, the proposed project is not located within or adjacent to designated trout waters. iii. All conditions of this General Certification can be met, including adherence to any moratoriums as stated in Condition #10; and Not applicable, the proposed project is not located within or adjacent to designated trout waters. 8 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 iv. A notification of Work in Trout Watersheds Form is submitted to the Division at least 60 days prior to commencement of work; or Not applicable, the proposed project is not located within or adjacent to designated trout waters. i) Any permanent impacts to coastal wetlands [15A NCAC 07H.0205], or Unique Wetlands (UWL); or Not applicable. The proposed project is not located near coastal or unique wetlands. j) Any impact associated with Notice of Violation or an enforcement actions for violation(s) of NC Wetland Rules (15A NCAC 02H.0500), NC Isolated Wetlands Rules (15A NCAC 02H.1300), NC Surface Water or Wetland Standards (15A NCAC 02.0200), or: Acknowledged. 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, Lake Jordan 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 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. Not applicable; the proposed stream restoration is exempt under 15A NCAC 02B .0243 Catawba River Basin: Protection of Existing Riparian Buffers based on the criteria under condition 3a. EXEMPTION WHEN USES ARE EXISTING AND ONGOING. CPC’s Charlotte Petroleum Pipeline Facility and access road are existing and will remain in use. 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 repairs. [15A NCAC 02H.0500(h)] Acknowledged 9 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 2. Written authorization for a compensatory mitigation project does not represent an approval of credit yield for the project. Not Applicable. The proposed stream restoration does not require compensatory mitigation. 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] Acknowledged, any modifications to the project require notification to DWR and may require an application submittal to DWR with the appropriate fee. 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] Acknowledged, 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. 3. Compensatory Mitigation Not applicable; the proposed stream restoration project will not involve the loss of 150 linear feet of stream and/or greater than one acre of wetlands. 4. All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules in Chapter 2 of Title 15A. Acknowledged; the proposed stream restoration project is exempt under 15A NCAC 02B .0243 Catawba River Basin: Protection of Existing Riparian Buffers based on the criteria under condition 3a. EXEMPTION WHEN USES ARE EXISTING AND ONGOING. CPC’s Charlotte Petroleum Pipeline Facility and access road are existing and remain in use. 5. Standard Erosion and Sediment Control Practices Best Management Practices and proper erosion and sedimentation controls will be followed during the maintenance activity (Appendix A). 10 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 6. No Sediment and Erosion Control Measures in Wetlands or Waters All erosion control devices will be installed in uplands, and removed as appropriate. 7. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used along streambanks or within wetlands. Acknowledged; no plastic mesh or plastic twine erosion control matting has been proposed for this stream restoration project. 8. An NPDES Construction Stormwater Permit (NCG01000). Not applicable; the project (0.3-acre) will disturb less than one acre of land. 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. Acknowledged, the proposed stream restoration will be conducted so that the flowing stream does not come in contact with the disturbed area. 10. Activities occurring during periods of high biological activity. Work will not occur during periods of high biological activity, affect bird nesting, or in an area where trout, anadromous fish, larval/post-larval fishes, crustaceans, or other aquatic species of concern occur. 11. Culverts design and installation in Waters and Wetlands. Not applicable; the proposed stream restoration will not require culverts to be placed in waters or wetlands. 12. Bridge deck drains shall not discharge directly into the stream. Not applicable; the proposed stream restoration does not involve the construction of bridges. 13. Application of fertilizer. Not applicable; once stream restoration activities are complete, native seed mix will be used to reseed the disturbed upland areas. 11 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 14. If concrete is used during the construction, then all necessary measures shall be taken to prevent direct contact between uncured or curing concrete and waters of the state. Not applicable, no concrete is proposed for the proposed stream restoration project. 15. All temporary fill and culverts shall be removed and the impacted area returned to natural conditions within 60 days of the determination that the temporary impact is no longer necessary. Acknowledged; all temporary fills will be removed within 60 days of completing the project. 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. Not applicable; the proposed stream restoration project does require any temporary pipe/culverts/ or rip-rap pads. 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. Acknowledged, the rip-rap required for the proposed stream restoration project will be restricted to the area directly by approved construction activity. 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. Acknowledged, the proposed stream restoration will consist of clean rock or masonry material free of debris or toxic pollutants. 19. Applications for rip-rap groins. Not applicable; no rip-rap or rip-rap groins are proposed. 12 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 20. All mechanized equipment operated near surface waters should 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 should not take place within 50 feet of a waterbody or wetlands to prevent contamination by fuels and oils. Acknowledged; all equipment will be inspected and maintained regularly, and fueled more than 50 feet from waterbody and wetlands. 21. Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken to minimize soil disturbance. Acknowledge, if heavy equipment work cannot be accomplished with the adjacent upland areas temporary mats or other measure will be taken to minimize soil disturbance. 22. Reporting of petroleum spills in accordance with 143-215.85(b). Acknowledged; the applicant will report any petroleum spills of 25 gallons or more, spills that cause a sheen on surface waters, and spills within 100 feet of surface waters, and any petroleum spill less 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. Not applicable. 24. This General Certification does not relieve the applicant of the responsibility to obtain all other required Federal, State, or Local approvals. Prior to construction activities, all required Federal, State, and Local approvals will be obtained. 25. The applicant/permittee 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. All activities will be conducted in a manner consistent with state water quality standards and appropriate requirements of State and Federal law. 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, 13 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 and shall provide each of its contractors and/or agents associated with the construction of maintenance of this project a copy of this Certification. Acknowledged, the permittee will 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 will each of its contractors and/or agents associated with the construction of maintenance of this project a copy of this Certification. 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 the certificate of completion attached to the approval. Corblu, on behalf of CPC, will conduct a compliance visit and submit a Certification of Completion letter to the USACE upon the completion of the pipeline maintenance project. 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. CPC/Corblu understands that additional conditions or requirements may be added to the written approval letter. 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. Acknowledged. III. General Certification Administration: 1. In accordance with North Carolina General Statue 143-215.3D(e), written approval for a 401 Water Quality General Certification must include the appropriate fee. Acknowledged. 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 the Certification to possess any prescriptive or other right of priority with respect to any other 14 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 consumptive user regardless of the quantity of the withdrawal or the date on which the withdrawal was initiated or expanded. Acknowledged. 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. Acknowledged. 4. This General Certification shall expire on the same day as the expiration date of the corresponding Nationwide Permit and/or Regional Permit. Acknowledged. 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. Acknowledged. 6. The Director of the NC DWR 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 interest or determined that the project is likely to have a signification 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. Acknowledged. General Condition 26 – Coastal Zone Management The project site is not located in or adjacent to a coastal area. General Condition 27 – Regional and Case-by-Case Conditions 1.0 Excluded Waters 1.1 The proposed stream restoration project site does not contain any anadromous fish spawning areas. 1.2 The proposed stream restoration project is not located in one of the 25 designated trout counties of North Carolina. 1.3 The proposed stream restoration project does not contain waters designated as sturgeon spawning areas. 15 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 2.0 Waters Requiring Additional Notification 2.1 The proposed stream restoration project is located in Mecklenburg County, one of the 16 western North Carolina counties that drain to designated critical habitat. The proposed stream restoration project will curtail current erosion and therefore reduced downstream sedimentation and will improve downstream water quality. 2.2 The proposed stream restoration project area does not contain any special designation waters. 2.3 The proposed stream restoration project is not located in one of the 20 counties of Eastern North Carolina covered by the North Carolina Coastal Area Management Act; therefore, is not located in an “Area of Environmental Concern”. 2.4 The proposed stream restoration project is not located on a barrier island of North Carolina. 2.5 The proposed stream restoration project is not located in a Mountain or Piedmont bog as classified by the North Carolina Wetland Assessment Methodology. 2.6 The proposed stream restoration project does not include the construction of animal waste facilities. 2.7 The proposed stream restoration project is not located in one of the 24 designated trout counties of North Carolina. 2.8 The proposed stream restoration is not located within 0.5 miles of the listed western NC waters or within 0.75 miles of the Little Tennessee River. 3.0 List of Corps Regional Conditions for All Nationwide Permits 3.1 The proposed stream restoration project will not result in the loss or degradation of greater than 300 total linear feet of stream. 3.2 The proposed stream restoration project will not result in the loss of more than 150 linear feet of stream. 3.3 The proposed stream restoration project will not impact more than 150 total linear feet of stream. 3.4 The proposed stream restoration project will not use live concrete. 3.5 Requirements for Using Rip-rap for Bank Stabilization For all NWPs that allow for the use of rip-rap material for bank stabilization, the following measures shall be applied: 16 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 3.5.1. Where bank stabilization is conducted as part of an activity, natural design, bioengineering and/or geoengineering methods that incorporate natural durable materials, native seed mixes, and native plants and shrubs are to be utilized to the maximum extent practicable. The proposed stream restoration project within CPC’s existing petroleum pipeline Charlotte Facility will revegetate the disturbed soils with a native seed mix. 3.5.2. Filter cloth must be placed underneath the rip-rap as an additional requirement of its use in North Carolina waters. The placement of filter fabric is not required if the rip-rap will be pushed or “keyed” into the bank of the waterbody. A waiver from the specifications in this Regional Condition may be requested in writing. The waiver will only be issued if it can be de monstrated that the impacts of complying with this Regional Condition would result in greater adverse impacts to the aquatic environment. Filter cloth will be placed underneath the rip-rap for the proposed stream restoration project 3.5.3. The proposed stream restoration placement of rip-rap will be limited to the areas depicted on submitted work plan drawings. 3.5.4. The proposed stream restoration rip-rap material will be clean and free from loose dirt or any pollutant except in trace quantities that would not have an adverse environmental effect. 3.5.5. The proposed stream restoration rip-rap will be of a size sufficient to prevent its movement from the authorized alignment by natural forces under normal conditions. 3.5.6. The proposed stream restoration rip-rap material will consist of clean rock or masonry material such as, but not limited to, granite, marl, or broken concrete. 3.6–3.6.5 The proposed stream restoration project does not include the construction or installation of culverts. 3.7 The proposed stream restoration project is not located on the coast or interact with shellfish habitat. 3.8 The proposed stream restoration project is not located on the coast nor will adversely impact submerged aquatic vegetation. 3.9 Standard erosion control practices will be employed (Appendix A). Specifically, all erosion control devices will be installed in uplands, and removed as appropriate. 17 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 3.10 Restoration of temporary impacts to stream beds. This condition does not apply to NWP 27 – Aquatic Habitat Restoration, Enhancement, and Establishment Activities. 3.11 Restoration of temporary impacts to stream banks. This condition does not apply to NWP 27 – Aquatic Habitat Restoration, Enhancement, and Establishment Activities. 3.12.1 The proposed stream restoration project is not located on or adjacent to any federally authorized waterways. 3.12.2 The proposed stream restoration project will not cross a Corps easement. 3.13 Northern long-eared bat – Endangered Species Act Compliance The proposed stream restoration project is not a NCDOT project, and is located in Mecklenburg County, North Carolina; which is one of the 41 western counties of North Carolina. 1. The proposed stream restoration area falls within the range of the USFWS Northern long-eared bat (NLEB) range map but is not located in a 12-digit “red HUC” nor will involve percussive activities within 0.25 miles of a red HUC. 2. The proposed stream restoration project requires a PCN submittal under NWP General Condition 31, and will not involve any of the following which would require a PCN submittal based on Northern long-eared bat Endangered Species Act Compliance: • Tree clearing/removal, construction/installation of wind turbines in a red HUC, and/or • Bridge removal or maintenance, unless the bridge has been inspected and there is no evidence of bat use, (applies anywhere in the range of the NLEB), AND/OR: • Percussive activities in a red HUC, or within 0.25 mile of a red HUC. 3.14 The proposed stream restoration project is not located on Eastern Band of Cherokee Indians Lands. 4.0 Additional Regional Conditions for Specific Nationwide Permits Not applicable. General Condition 28 – Use of Multiple Nationwide Permits Not Applicable. The proposed stream restoration will require the use of NWP 27 – Aquatic Habitat Restoration, Establishment and Enhancement Activities. 18 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 General Condition 29 – Transfer of Nationwide Permit Verifications If the permittee sells the property associated with this project, a letter requesting transfer of this permit will be provided to the USACE. General Condition 30 – Compliance Certification A signed certification will be provided to the USACE following completion of the permitted activity and required mitigation. The certification will include: a) A statement that the authorized work was conducted in accordance with USACE authorization, including any general, regional, or activity-specific conditions; b) A statement that any required mitigation was completed in accordance with the permit conditions; and c) The signature of the permittee certifying the completion of the work and mitigation. General Condition 31 – Activities Affecting Structures or Works Built by the United States The proposed stream restoration will not affect any structures or works built by the United States. General Condition 32 – Pre-Construction Notification The perspective permittee shall not begin the proposed activities until either: (1) He or she is notified in writing by the district engineer that the activity may proceed under the NWP with any conditions imposed by the district or district engineer; or (2) 45 calendar days have passed from the district engineer’s receipt of the complete PCN and the perspective permittee has not received written notice from the district or district engineer. Corblu believes that the contents of this package constitute a complete PCN. The following information addresses NWP General Condition 32 (b) Contents of Pre-Construction Notification: 1) Name, address, and telephone numbers of the prospective permittee: Mr. Jeff Titus Colonial Pipeline Company 7524 Kenstead Circle Charlotte, NC 28214 Phone: 678-762-2231 Email: jtitus@colepipe.com 2) Location of the proposed project: The proposed stream restoration is located within CPC’s petroleum pipeline Charlotte Facility, northeast of the Kenstead Circle and Mount 19 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 Holly Road intersection (7524 Kenstead Circle, Charlotte) in Mecklenburg County, North Carolina (35.283925, -80.932556; Figure 1). 3) Identify the specific NWP or NWP(s) the prospective permittee wants to use to authorize the proposed activity: Nationwide Permit No. 27 – Aquatic Habitat Restoration, Establishment and Enhancement Activities 4) Project description, purpose, and effect: See the “Background” and “Proposed Activities in Waters of the U.S.” sections of this PCN. 5) Delineation of affected special aquatic sites: An unnamed intermittent tributary to Gum Branch and one emergent wetland area were observed within the project location in CPC’s Charlotte Facility (Figure 5; Photograph Nos. 1-4). The USACE Jurisdictional Determination Request Form (Appendix B) and Wetland Data Forms (Appendix D) are enclose for your review. 6) Mitigation Requirements: Not applicable; please see General Condition 23. 7) Names of federally protected species or critical habitats affected: Not applicable; no federally protected species or designated critical habitat will be affected by the proposed stream restoration project. Please see General Condition 18. 8) Historic property affected: Not applicable; please see General Condition 20. 9) Activities that occur in a National Wild and Scenic River System, or a “study river”: Not applicable; please see General Condition 16. 10) Activities requiring permission from the USACE pursuant to 33 U.S.C. 408: Not applicable; the project is not located within Section 10 regulated navigable waterway under the Rivers and Harbors Act of 1899 20 Pre-Construction Notification – Nationwide Permit No. 27 May 19, 2020 CPC Access Road Stream Restoration CEG Project No. 02-041901 Summary and Conclusion The proposed stream restoration of the unnamed intermittent tributary to Gum Branch will result in restoration to a total of 303 LF of intermittent stream. Based on this submittal, we respectfully request authorization for the aforementioned activity within jurisdictional waters pursuant to NWP No. 27. If you have any questions or comments regarding this PCN submittal, please contact the undersigned at (770) 591-9990. Sincerely, CORBLU ECOLOGY GROUP, LLC Shanna E. Cahill, CE, Richard W. Whiteside, PhD, CWB, CSE Principal Ecologist President Enclosures: Figure 1 – Site Location Map Figure 2 – Site Soils Map Figure 3 – 100-Year Flood Zones Figure 4 – Aerial/NWI/NHD Map Figure 5 – Site Waters Map Figure 6 – Site Impacts Map Site Photographs (1-4) Appendix A – Construction Plans and Erosion and Sediment Control Plan Appendix B – Jurisdictional Determination Request Appendix C – Preliminary Jurisdictional Determination Form Appendix D – Wetland Determination Data Forms Appendix E – USFWS IPaC Official Species List Appendix F – NRHP and HPOWEB Documents Appendix G – CPC Authorization Letter Appendix H – Pre-Construction Notification (PCN) Form c: Mr. John Wyatt, CPC Environmental Lead-SED, via email Ms. Jennifer Price, CPC Project Manager, via email Mr. Faron Leigh, CPC Environmental Specialist, via email GF Approximate Review Area35.283925, -80.932556 Keanstead Circle Mount Holly Road 030501011405 030501011405 Figure 1 Site Location M ap Project No. 02-041901 Base Map Source:USA Topo Maps ± 0 2,400 4,8001,200 Feet1:24,000 Colonial Pipeline Company, SE Charlotte Pipeline Facility Mecklenburg County, North Carolina Legend HUC Code Approximate Review Area PaE HeB CeD2 CeB2 Ur Figure 2 Site Soils Map Project No. 02-041901 Base Map Source:ESRI Imagery, GIS_Data\North_Carolina\Mecklenburg\Soils\soils. ± 0 100 20050 Feet1:1,000 Colonial Pipeline Company, SE Charlotte Pipeline Facility Mecklenburg County, North Carolina Legend Approximate Review AreaSoils CeB2 - Cecil sandy clay loam, 2 to 8 percent slopes, moderately eroded CeD2 - Cecil sandy clay loam, 8 to 15 percent slopes, moderately eroded HeB - Helena sandy loam, 2 to 8 percent slopes PaE - Pacolet sandy loam, 15 to 25 percent slopes Ur - Urban land Approximate Review Area1.45-acres Keanstead Circle Mount Holly Road Figure 3 100-Year Flood Zones Project No. 02-041901 Base Map Source:ESRI ImageryGPS Collected: 7/19/2019 ± 0 1,200 2,400600 Feet1:12,000 Colonial Pipeline Company, SE Charlotte Pipeline Facility Mecklenburg County, North Carolina Legend Flood Hazard ZonesZone Type 1% Annual Chance Flood Hazard Regulatory Floodway Special Floodway Area of Undetermined Flood Hazard 0.2% Annual Chance Flood Hazard Future Conditions 1% Annual Chance Flood Hazard Area with Reduced Risk Due to Levee Approximate Review Area1.45-acres 35.284841, -80.93217935.284958, -80.932626 35.283820, -80.932777 35.283831, -80.932325 Figure 4 Aerial/NWI/NHD Map Project No. 02-041901 Base Map Source:ESRI ImageryGPS Collected: 7/19/2019 ± 0 120 24060 Feet1:1,200 Colonial Pipeline Company, SE Charlotte Pipeline Facility Mecklenburg County, North Carolina Legend Approximate Review Area NC NHD NC_NWI_Feature_2018 kj kj Approximate Review Area1.45-acres Potential Waters of the U.S.Unnamed Intermittent StreamApproximately 425 linear feet Potential Waters of the U.S.Emergent Wetland AreaApproximately 0.310-acre Wetland Data Point Upland Data Point 35.284841, -80.93217935.284958, -80.932626 35.283820, -80.932777 35.283831, -80.932325 Figure 5 Site Waters Map Project No. 02-041901 Base Map Source:ESRI ImageryGPS Collected: 7/19/2019 ± 0 120 24060 Feet1:1,200 Colonial Pipeline Company, SE Charlotte Pipeline Facility Mecklenburg County, North Carolina Legend kj Data Points Intermittent Stream ProjectBoundary Wetland Approximate Review Area1.45-acres Potential Waters of the U.S.Unnamed Intermittent StreamTemporary Disturbance to Approximately 300 linear feet Potential Waters of the U.S.Emergent Wetland AreaTemporary Disturbance to Approximately 0.03-acre 35.284841, -80.93217935.284958, -80.932626 35.283820, -80.932777 35.283831, -80.932325 Figure 6 Site Impacts Map Project No. 02-041901 Base Map Source:ESRI ImageryGPS Collected: 7/19/2019 ± 0 120 24060 Feet1:1,200 Colonial Pipeline Company, SE Charlotte Pipeline Facility Mecklenburg County, North Carolina Legend Intermittent Stream Wetland Approximate Review Area Pre-Construction Notification – NWP 27 Photographs taken on July 19, 2019 CPC Maintenance – Stream Restoration Relocation Corblu Project No. 02-041901 Photograph No. 1: Northeast facing view of the culverted potential waters of the U.S. unnamed intermittent tributary to Gum Branch entering onto CPC Charlotte Facility. Photograph No. 2: West facing view of the access road and eroded portion of the potential waters of the U.S. intermittent stream turning right and flowing north. Pre-Construction Notification – NWP 27 Photographs taken on July 19, 2019 CPC Maintenance – Stream Restoration Relocation Corblu Project No. 02-041901 Photograph No. 1: North facing view on the potential waters of the U.S. unnamed intermittent tributary to Gum Branch flowing north within CPC’s Charlotte Facility. Photograph No. 2: West facing view of the potential waters of the U.S. emergent wetland area and erosional feature at CPC access road. APPENDIX A Construction Plans and Erosion and Sediment Control Plan C O 00 N O or O U Construction Plans For: Coloninal Pipeline Company Mecklenburg, N.C. -Charlotte Facility Aerial Photo by Google Earth Scale- 1"=300' GENERAL NOTES: 1. Certain interior improvements may not be shown hereon, i.e. fence lines, guy wires, etc. 2. Matters of record not shown hereon are excepted. 3. Bearing basis derived from 2 control points set with Leica GS14 GPS System and SmartNet network. All other work performed with methods described below. 4. Measurements shown are US Survey Feet (ground). 5. Field angles and linear distances measured using a Leica TS 12P Robotic Total Station. 6. Contours displayed at a 1 foot interval. 7. Field data collected on March 31, 2020. 8. Pipeline size, position, and identification provided by Corblu Ecology Group. FLOOD HAZARD NOTE: This property is NOT contained within the limits of a flood hazard zone as defined by the Federal Emergency Management Agency flood insurance rate map of Guilford County, NC Panel 371045260011k most recently revised September 2, 2015. National Fled Hazard Layer FIRMette 0 Legend t, NSA * r b 0 ; di + ;' 4A7A". 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DESCRIPTION DATE 1. Site Area Summary Total Site Area: 0.30± Acres (13,249± sf) Total Disturbed Area: 0.30± Acres (The Disturbed Area is considered the Site Work Area for this project, and does not include the existing access.) 24 HOURS PRIOR Permittee Information Colonial Pipeline Company 7524 Kenstead Circle Charlotte, NC 28214 24 Hr. Contact: Jennifer Price Project Manager Phone: 704-421-3924 Cell email: JePrice@colpipe.com TABLE OF CONTENTS: SHEET DESCRIPTION: Existing Exist. Topographic and Profile Survey Grading Plan and Profile SSP-1 Plan and Profile with Structures SD-1 & SD-2 Stream Restoration Details Project Scope The goal of this project is to relocate the existing stream and stabilize the streambanks to protect the existing access road. This will be accomplished by modifying the existing stream channel and constructing Bankfull Benches, Rock Cross Vanes, Constructed Riffles and Low Flow Deflectors. The stream will be realigned and bankfull benches will be constructed to reconnect the stream to a flood prone area. Since this project will involve working on the streambanks, it is not possible to provide a temporary sediment basin. Contractor will monitor the long range weather forecast and will schedule work to minimize exposure of all disturbed areas. Due to the nature of this project, it is the opinion of this firm that traditional sediment storage BMPs are not appropriate for this instream work and would create additional, unnecessary disturbance that would be disruptive to project goals. Other approved BMPs such as rock filter dams and silt fence are proposed as perimeter protection for this work area and shall prevent sediment discharge from the site. The proposed disturbed area is 0.30± acres. There is no proposed impervious area for this project. This design applies Natural Channel Design principles in areas where site constraints allow. Long Term Weather Monitoring: The contractor shall monitor the long range weather forecast and will schedule all work to minimize the exposure of any disturbed area. Contractor shall pump the base flows around the work area during construction of the in -stream structures. The intake will be placed upstream of the work area using natural pools or sand bags to pond the stream for pumping. The discharge pipe shall be placed down stream of the work area using the Temporary Rock Filter or existing culverts to control the discharge velocity and prevent any scour. If contractor discharges into the Temporary Rock Filter, contractor shall install a 12 inch perforated pipe internal of the rock filter and the discharge pipe shall be inserted into the 12 inch perforated pipe. If discharge is not clean, Colonial Pipeline or the site inspector may require the use of filter bags with the bypass pumping. The Rock Filters will be approved with the Nationwide Permit 27 as a temporary structure necessary to facilitate the construction of the in -stream work. Once all in -stream work is complete the Temporary Rock Filters shall be removed. r t n7e r . I 7 .r M' -]1 Ir 41 TO CONSTRUCTION iYCa�l�■�C��]IY�[�11YB7►���I�I�FYOC��f.`i.90/�111■.l�■1►6`11Y_\IIII�II7 Colonial Pipeline Facility L Vicinity Map N.T.S. I�CI[�ICill[�Z!lC7:\I71\[! U Z o U U LL LL C� U 0 N � E o O U U L0 Q) W a U •— o (n L Z w (1 I O O U U U •— � O O U 0 U owe° E S A o��'G _ Q Seal 1 nanaaa.. 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Conc. Flume ----- -- — -- --- - — — 4011 — / — — i _ _ 40iZ 730------- ----- GasMH-- -- 40" ,-------------------------- -- 12" \ � " / — — 1 20 — — — 3611 ------ --- +80 __3T ------ 725 1211 ---------------- 36„-- 9Monitoringg�lllell� -- ------ 725 611------------ — \ ---------- ------ -- 12" � 1211 Ex:PointBa ----- ------ ---_ ---- — — — — _ Ex_PointBar—_—�_ _ _ -------- �? ---—_------- -- ------ ------—------ , �— —CO — 36,1 N --1-- t�t — + �25 -- Monitoring Well ®x� x 1\>< — — — 1; X x 720 x _ I IE: 'T17.39 `n� �o — — — — ` — - fl _ — 3'" _ �z Fence x—x—x — ,1 x —I i O 720 — — — — — — __ -F�_ _ _ / �r . — S siltF x�12 Flow ------ -� �� — 1-- _\— x—x_x- - IF, 17 ,P — + c� ? —� / / — — 48"x24' Arche �N / x—x— — _ CO x Jim------------ \� /—k X x Tx x x x 12" 12" C -- — 11 ���— 6" ° ° 11. ' ° x 12'\ \ Concrete Barrier x x a ° — a 12" Silt Fence ° Tree Save Fence o, _x«—x _ 12 -X� --x x O 0 wall x—X_x 3 12" 12" v �� III ---- -- Xx— —X= — II 3 I < ved 12" _ 211 I I 12" S Road (Pa 12" 36„ 12° TBM "Mag Nail" — _ -- -- --1 L.- 1211 12 I i 12" Elevation = V721.92— 12" 12" 1T, I I � 12'= 12" II EL 4ME NEW.. R r nk ��:''1: il' li M1. J•r _ IL,L,F .1'L al sSc`J a.•.4:L�.'�i4:. _i._. �v :1-'7a�iew Facing Downstream from Right Bank, Sta. 3+00 Facing Downstream from Right Bank, Sta. 2+00 ,mow - •� jrk i •L �+4 Left Bank Failure Facing Downstream, Sta. 0+80 T*' - - ��F :} • 'Y lo- ?: _j '74ri � 2q`i yS l 1��7L 5. uF. �• Headwall from Left Bank Sta. 0+80 1 a. I� III I IIE: 730.07 � �3p 12� / 36„ r 12" / 12" x / x x x / M M 0' 20' 40' 60' 80' Scale: 1"= 20' (22N34 Prints) 1"= 40' (HN17" Prints) 117. } � r rr y Concrete Flume Facing Upstream, Sta. 0+80 -A 1 �� _ _ . ems` "=-- . ---I U z c o 4_r CO � Q) m U (D 4--0 4_0 �0 U U) o 4- � U � o Z •— � 0 a--r Q. w 0 U .— � N U O Q .Q- C c O o U0 v M a) U S Seal 04046E! �\NG I N EE�C9 O QJ O U \ �/ +, C) o M 0 V/ O V 0 E . — a-J Q E o •L o N C O • ca a o w U V) Drawn: KFT Date: 04-10-2020 Sheet Existing Project Number 20-4660 b.0} C:VI CO 0 N 0 r 0 U Morphcdagy Design Pzramete rs Colon id P iple Line Com pa ny Heckle n tug Cou Pant NC ❑ Dew �n 5tremr'rY Para meter �+hn I filed i�i f�� Strea rn wrr,v Llnriam ed Trib. To Gum Creek Stream type � VaIIey Type B4a ID rz inage area, DA (sq m i) 0.13 Mean rRe depth, dbEf (ft) 0.67 R ne uridth. Wokr (ft) 7.5 Width -to -depth ratio, 11.1 Rife eroas-section area. At.if (rq ft) 5.06 Max riffle depth_ dfnbH (ft) 0_9 1.0 1.2 Alex rifle -depth raW, [drnahldt,,d] 1.3 1.5 1.8 Mit nn pool inpth, dW (ft) 0_8 0.9 1.2 Hurl pool d:-bpth ra6o_ [dbifJd,k] 1.2 1.4 1.8 Pool1+ Uh, 4Vbgp fft) 7.5 9.0 11.3 Pao4 wir�'.h ratio, [WrH,Mdnw] _ Pool cross -sects area. Abe (sq ft) 1.0 6.1 1.2 1.5 7.6 10.1 NO area ratio. [ g^1] 1.2 1.5 2.0 Nl@x pool depth. d,.bkrp (ft) 1.7 2.0 2.4 flax pool depth r:�io, [d,t,,j,�d,,d] Low b.-si-te, heigl-t, LEi H (ft) 2.6 0.9 3.0 3.5 1. D 1.2 LuN t < heigl' ratio. f LB Hl/d n 3H] 1.0 1.0 1.0 Width flood -prone area, Wl,, (ft) 38 53 113 Enlrr±nchmert ratio, ER F-FV1..,(J'eWl 5.0 70 160 Poi rt hi. r s bpe (ft rft) [H:'�ej 5.0 T.0 10.0 Meander length. Lrr (ft) .30 53 75 Wander length ratio [L�JuV�,d] 4.0 7.0 10.0 R of us of curvature, RC (ft) 11 17 2� RMFus of tur'Qq%tLl'C ratio [RV'WbU1 1.5 2.3 3.0 Belt width. Whit (1t) 15 60 Wwider width r*,io [4'Val .,.] 2.0 4.0 8.0 Pool Ieng!h, L, (ft) 5 19 30 Pool leVh rati5 [L;, bkfl 1.0 2.5 4.0 Pool -to -pool s l rrg, p~p (ft) 15 30 45 Pool -to -pool sWJnq ratio, [WiVt,,e] 2.0 4.0 6.0 RifRe length, L,p (ft) 11 13 23 RRe length ra�.io, [LnilWL-,d] 1.5 2.0 3.0 278 Valle' length, VL (ft) trearn kangth, SL (ft) Valley Ekavaticn Ohunge, VE (ft) IV 5 Stream E Irvd.ion C hinge, SE (ft) 5 Valle+ sdOpe. VS (fvft) 0.0180 Averege water surl�ace slope. S (fVf#) 00165 Sin u❑. Ryr, k = SLJVL (ft+ft) _ 1.09 RRe sgope. Sr r (fft) 0.0165 0.0330 0.W60 R' a :Hope rotk), 1.0 2.0 4.0 Pool slope, S (Wft) O.Cmo 0.0000 0.w83 Pool slope ratio. [Spis] 0.0 0.D 0.5 Bankfd I discharge, C ,k, (cts) 5 9 15 BankU I man veloc ity, ut,.d = Q)A (nl!s) 1.0 1.7 3.0 BankFi,f I wetted perimeter, VVP (ft) 0.$ EanOJ I hyift-nu lic radius, R (ft) 0.6 Ban kk4 I Mann eQs n (estim ate) 0.032 0.040 0_0 N4mn ings banes I d is char, Q,,� (c#s) 208 16.7 13.3 M€rPi ings bkf vet❑oityr. Ubl' = Q?A (ft) 4.12 3.30 2.64 Dan kfd I strew-n pamar, w (I tVfUs) 2.43 1 1.-94 1.551 BankFi,fI shear �trer. ., t (IbifF) 0.59 hleft --diameter mbillized (m M) 2C¢0 Gas Marker (Direction Unknown) Fiber Marker (Direction 3as Marker (Direction -X-X x- Unknown) Unknown)6' CLF w/ Barbed Wire 3 - - - ®-x _ X-_X_X o - - X X U_ DA = 0.13 S.M. OHS' , /��� -� �� / _--_-- ---_ --� -_- _-X T-"�X X�-� 36"DIP IE:725.09 -- - - - - - OH OHS OHE/ / - - 5 / "�'-�T-X X��X�- x - -OHE - - -OHE HE OHE -� / // / * \ \-i"T%_"�T - bHE - / i _ --- / _ �S MH� �/lonitorin Wek than Celin ti - - - - -401,/ Per C --- 401,-- i i -- - -- _ - _ 40Ex. ConcFI um_ 4011 - -- - -- - , - --- - Ban ull 0+00 _ - - _---- --Benc23 \ i 40 Cut Existing g Flume e rne KAW II Am ------- ------------ 36" /,-- _-RaadiIt- / 36 ®Monitoring�-�- Bench 1z AT' - - - - - 7 720 - - - - _ 3+80 72� _---- - - - - - -----Conrnata - Earth Work for Stream Restoration Proposed Work Area Cut Cu. Yds. Fill Cu. Yds. Description Eg to E303 Fg-1 315 170 Earth work for Stream realignment. The Earth Work volumes reported hereon are unadjusted numbers and have not been adjusted for shrinkage or topsoil. Contractor is responsible for verifying quantities. GENERAL NOTES: 1. Certain interior improvements may not be shown hereon, i.e. fence lines, guy wires, etc. 2. Matters of record not shown hereon are excepted. 3. Bearing basis derived from 2 control points set with Leica GS14 GPS System and SmartNet network. All other work performed with methods described below. 4. Measurements shown are US Survey Feet (ground). 5. Field angles and linear distances measured using a Leica TS 12P Robotic Total Station. 6. Contours displayed at a 1 foot interval. 7. Field data collected on March 31, 2020. 8. Pipeline size, position, and identification provided by Corblu Ecology Group. tievaumn - 1 /- 1 2 1T' 12" pisturba '12ro iprao Size (Typ)- 12-` _ D75.4.5" i Z �121, / i DMax. 6" 12� Dep. 1.5' X III I IIE: 730.07 Grid (NC) 0' 20' 40' 60' 80' Scale: 1"= 20' (22"x34 Prints) V= 40' (11"x17" Prints) 730 730 DA= 0.13 S.M. alley- + =Grade- d 725 dmax. =1.22' - - � 725 Exist Grade - Horiz. 1" = 5' Banktull- - 720 Vert. 1"= 5' 720 VVa Surface <D M N -0+05 0+00 r` M N 0+05 00 M N 0+10 00 Ol 00 LO 01 00 M M M M N a4 14 N N N N N N N N 0+15 0+20 0+25 0+30 0+35 0+40 0+45 00 N LO M O LO N 00 O N M M M Ln Ln l0 l0 00 N N N N N N N N N N N 0+50 0+55 0+60 0+65 0+70 0+75 0+80 0+85 0+90 0+95 1+00 735 Proposed Stream Restoration for Unnamed Trib. to Gum Creek LO rn T7 LO 735 C)6�,M LO AIM I o 2 (6 M + N ~ N I I `y l O4 IN CIT_i� + '` rnIN I O l 0 00l - + � Cq Ln + ~ cu "- --lr- ofO CD v I r` 730 O) r-- o a) N ti J O N N � I � I T v I� LO N 6j O (f) N rn I N J N � I � v+� vi M W N co QD CO + N rn W + T- ri v + N W J Eti M �_ N �. = J ,!� Cd A I CO c�i N + N ,� '- (n J ,W MI W - (n CO M ~ o+ ti (a J J +-. 00 _ J cM W v + � N co (n W 730 N (a ~ ~ W cOI w v1 Ld I I Ex. Grade _ La 725 W W W N ,� _ - - - - - _- - o R 725 °O "- w Ex. Grade - - - o - .09 o N Ex. Grade-- -- _ _ --o- - -- _ o0 2.0 01c 00 m i -_ _ �_ - - - - _ goo n CD�O _ - --- o -2. o 0 CD 720---f.-, - - - _ .09% -2. o Cut xist. 0 720 Concrete Plume I Horiz. 1" = 20' 715 Vert. 1 "= 5' 715 I� n O Ln N Ol Ln a -I O Ln Ln O 00 lD a-i 00 M M O Ln ::t lD 00 Ln LA O O Ol 01 O -1 NNN O N O M -i N N N -i N M N -i N M N N N M N N1:T N N N N Ln N M N Ln M N N Ln N M N W N N W N N Ln N Ln N Ln N 3+20 3+00 2+80 2+60 2+40 2+20 2+00 1+80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 -0+20 U Z _ o U s✓ (a _ m Y ^ LL � U N � N 4--0 4_0 ca O � U a C Z •� M 0 W O C •_ N U Q Q O C c O o Ua� 0 C� L M N U A O�e° E s o 0��2 ?fie Seal 04046 At-J. h1 •� rO T QJ 0 U \ �/ C o� M -0 DC o 0 U' J 0 4-J E U o LO Q) CO N 44- C: _T o . ca a 00 r- o wo wo LU U V) Drawn: KFT Date: 04-10-2020 Sheet Grade Project Number 20-4660 bJD} C t CT c L Q o � -0-0 0) 0) L L � (] a31 C C-) c o o •^ v� � U � J J v CY) M o � U � O L a� U •� U W o� n o v� a, v �v o *' +� C o t �o � 6 U C� J E J � M C)O N bnQ (V tz L tao (D W ++ o o > tz o o �C vi o � c t E � o c co CD N 0 Of r o_ 0 U �SCL I Q) t« SIL I' 331 73? W1 -D Sra t'On P' Stalicni - - arc: LEI M Rat43 a.Angla Radlus Efeya*w Ltnyh T 5 CruCCL•rfi S Sw owmx Lnd Ti'pe t)Mrecs Ft, s 1,5.L part �aa o�+.cc� 725.130 0+11`0 13F13 }lead rt RIFf112 PE r3+II),58 13+20-F+Ta ' 17.74 V45`174 724_77 t 5-X 41413 0+� t D+26 Rcl ric 1 Hgf4 pT L1+28.31 7 .4 PC 11443_7a IG 0+216 - - DtA6 - F123d of Rlft�-_ Q+56.1-(J 2103 _�204941" 25_GD G 0+53 Di'63 Roc1; J H06f PT I:1+156.-81 723-69 0+53 IE70 H12.ad Vf 01� PC 0t'57.51 a D-M-5Z 17 74 _ 45'04" 723=68 1_1 DI) G4--7r] �2$ - DQ7 - - -- Ruch J Flraow PT ❑+�1.24 I �� 7 N95 Head rt Ajtt� 1 tDI . ,'a a L; 34°52'2G I 1: _UL7 1+10 NOCk 10124 P T 1406 12 72 2. 58 i#1❑ I 112D Heed re R I F1 IP_ PC 1+2.12 M. 1+�. 4Q 10.32 j9"74 18' r tim 1+?q 1+21 7 1+--4 Renck J Huc* P T 72�_ 1-3 1*3ra 1•�•11 Ile Rd C.NF R4 I'fie 1+52_41 1 �?S -83- 'O1" 25_00 I l+a 1 I ] == i ]. *61 Ro rJf 1 N PT 1+60.E19 72.:1.77 1#$7 i kV Head Li R1A L- PC 1f63.35 721.89 $834 4I. C 7'35'7" DrI 906 J Hraow. PT 2+(T .03 721L3S I PC 2407.5P 771_ Al 1#.q9 _ - L f 1 _ He;id ce R if t�2 �+1�. P T 2+-22.4a 72-V,4 2 r25 I 1,35 }lead rf R I I 1le- PC 2_+ .58 72073 9't Tja' F 1 _CID 4P 1445 Rack t Wir.4 PT 2+4A, 9 2+58 r-C 2'_�R. as � 1_D + - 2,05 H$-ad ut filfr4P_ +, yy 2+1';A • LQ.84 I 7 3]' 1 �� 1.5. i 0 �.,L.� I +59 y I C+64 y Zr 13 ',J Rf3&' I Hrickc PT 2+6&06 719-73 - - - - _ - - 3 2 tELA Hipiid Cf Ol f le PC 2+7Ek.79 7M06 7 � 7-Lb3 13 �11 Za 01) I ?T$q D#.13 Ri36 J .Hwk PT ?+H2_fYf End ]1+01.93 Riffle Cross Section = 5.06 S.F. Bankfull Bench @ 2% Stream Left 12.0' LT Bankfull Bench @ 2% Stream Left Unnamed Trib. to Gum, Creek Sta . 0+00 to Sta . 3+03 Proposed Riffle Cross Section Bankfull Width = 4 Ft. Rt., 12 Ft, Lt. Mean Depth = 0.67 Ft. Drainage Area = 0.13 S.M. dmax. =1.00 Ft. 12.0' 7.5' 4.0' 4.5' Z1 Bankfull Bench Stream Right o I r 0 C/L Proposed Pool Cross Section 9.00 0", 0.1� f 4.0' I Max Pool Width = 9.0 Ft. Max Pool Depth = 2.2 Ft. (3.5x Dmean) Recommended Pool Depth =1.9 Ft. (3.OxDmean) de Bend z°°J ce@2% am Right Outside Bend Terrace Note: l I Bankfull Bench on the Outside bend to transition to a Terrace 2/3 of the way around the bend. Terrace C/L Thalweg to be graded a minimum of 6" above the Bankfull I I elevation. This will prevent flood flows from running Pool Construction Note: along the Bankfull bench and will redirect the flow Construction Centerline (C/L) is not the Thalweg W/d Ratio = 11.2 Scale: 1" = 5' lirection Gas Marker (Direction rx�U� known) / -max x 6' CLF w/ Barbed Wire x -2 DA = 0.13 S.M. 7- E x -�� x x _ x x //�- l-X�x x x 36"DIPI IIE:725.09 -LOHE OHE// ----- --- T-� ��T-x X X --- - - `�- X x x -0H1=----OHE /HE -- OHE .- � 5 /- _�� / // / / � \ X � x�_ 7T TT � �HFI 'IE /bHE - - - - - - - - i / _-/ -------------- / 'GasMH MonitoringWek ---- - , 4 and a -- = ---- 0 erC e �n fi � _ / rbl 40 - - - 40"� - - Ex Flum 3p - - _ - - - Conc. e _ _ Prop. Rock " / P. - - - - - - 40" - - u Exists Flume Prop. Rock (TYp) 12" __-- -- --46" - ----- „--- ----__ Prop.Const.' t Existing Ga-sMH - - - J Hook - - - 12I Riffle _ 1, I. \ -Pro-pp. Rock (Typ) 12 0 J Hook_ - 0+40 / Yp -- ® Monitoring_Well (T) - - +20 - - � 12- � � o0 0+8 1+80 ZS o° ---- „ 361, --- _ _ _ X _ _ - -_ - - - ` L _ , Iprap Size (Typ)- 1� _ �2r 12 °o o D75.4.5 12„ =1g'--------------- _ 0 i�'Y DMax.6" 00 ° 2+2 i'Op, Cor De 1.5' i i ` _ _ _ _ _ _ -�� � - - -'12 = - - // - - - -Rlff�e- --_ p / 12, 12" - - - - --3+03.39= - - - - - - - - - ---? / - = 36„ , - _12 - - -I2"� - - _ �111 Old \ Monitoring Well ® 12 X 2' .7 X=X 3+80°° _ - r� - ; - a�"- - - 12'� _ _ - - Prop Ct,'nst. Channel „ \ _ X�- Prop-eonst. (� Riffle -X-X X X I M Riffle Silt Fence_ -� X-X-X /12" o 1� - „ X X�X X X , " ^ N N M I00 �_Const. X-xTX-00 X-x- 12' 12 � " 12 X X-x O II -Rlffte d 12� 12 \ IE: 730.07 12" Silt Fence X X-X- _ " Tree Save Fence „ 12 =X - Grid (NC) Prop. Const. � 12° 12" ` Riffle ss Road (Paved) Acc _ 12" 0' 20' 40' 60' 80' - 12" 12" 12' Scale: 1"= 20' (22"x34 Prints) 1"= 40' (11N17" Prints) GENERAL NOTES: 1. Certain interior improvements may not be shown hereon, i.e. fence lines, guy wires, etc. 2. Matters of record not shown hereon are excepted. 3. Bearing basis derived from 2 control points set with Leica GS14 GPS System and SmartNet network. All other work performed with methods described below. 4. Measurements shown are US Survey Feet (ground). 5. Field angles and linear distances measured using a Leica TS 12P Robotic Total Station. 6. Contours displayed at a 1 foot interval. 7. Field data collected on March 31, 2020. 8. Pipeline size, position, and identification provided by Corblu Ecology Group. Earth Work for Stream Restoration Proposed Work Area Cut Cu. Yds. Fill Cu. Yds. Description Eg to E303 Fg-1 315 170 Earth work for Stream realignment. The Earth Work volumes reported hereon are unadjusted numbers and have not been adjusted for shrinkage or topsoil. Contractor is responsible for verifying quantities. 735 0) "' 735 ` O O Flo) OCh O "O +estoratr Un e CC+ L0 o O n N N Id-� q + TV-_ O O Cn 0 LO O C3 IT L0 ro 2� I� _ mod? + Y+ O� OL �0 C14C0 Cl? 205(0 M~ U) +IN Y N I 730 Y YNN Yo NO O crime 2fn~ �NVU M + N Y NLL � +oti Y�f� ei en - col' ` O_J 730 O J C) O-N UU 2U) �N Cq �N �C �04 �~ U) MJ 0= J �J 0 W cn W O � ~0) 0) 04 O + N N CU Y+. �r Ufn O_ c�oJ O_ - J �W LH MW 2 0 + O 0 N U (n J 0- fA W M co o W m W Ex. Grade 725 in CnW W N __ _ - - -op-- _- = `- �- _-- ° Kt5725 °O co w Ex. Grade - - ° - 09 ° Const. J ro II Ex. Grade - - - - _ - = o _ - _ _ _ % 2.0 Const Riffle 00 qq= ICY,Const. Cr?1011 - - - - _ _ _ - - 9% 1., Const. Const . Riffle Riffle o % -2 ° Const. Riffle Riffle CD o 720 R - .09% '2 ° Const. Riffle Cut Exist. 0 720 ►- i Const. Riffle Riffle Concrete fflume Horiz. 1" = 20' „_ , I� n P u1OlLn ,--� O Lq Lq O °C1 1P .--� W M M n ,--� O Ln t0 00 -1 N -1 V1 V, O OCT a) -1 O N O M .1 N -1 M -1 M N M N � N Ln M U*) M U*) M l0 * l0 Z* U-) Ln Ln .--I -i N N N N N N N N N N N N N N N N N N N N N N N N N N N N Nr\ r\ r\ r\ r\ r\ r\ r` r` r\ r\ r\ r\ r\ r\ r\ r, r\ r\ r\ r` r\ r- r\ r- r\ r` r\ r- r` r\ 4+00 3+80 3+60 3+40 3+20 3+00 2+80 2+60 2+40 2+20 2+00 1+80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 -0+20 U Z o U N Y ^ LL � U N � N 4_0 4_0 �O (1) U U) U 0 0 z .iiiiiiiiiiiiiiiiiii 0) Q. w 0 U .- N U O Q C c � O � o U 0 C� L M a) U NECA sS o <i Z�Q Seal \� <��NG I NEE�Cj NJ.K h1 O Q o 0 \ � / � C) O M CD 3 Ln co CO L/ / Q) Cu 'L 0 (� �J E U o Q� U) (N 44- C o Cu a o iv s= LU U V) Drawn: KFT Date: 04-13-2020 Sheet Structure Project Number 20-4660 APPENDIX B Jurisdictional Determination Request Jurisdictional Determination Request Version: May 2017 Page 1 This form is intended for use by anyone requesting a jurisdictional determination (JD) from the U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting information, as described within each category, with your request. You may submit your request via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project manager of the county in which the property is located. A current list of project managers by assigned counties can be found on-line at: http://www.saw.usace.army.mil/Missions/RegulatoryPermitProgram/Contact/CountyLocator.aspx, by calling 910-251-4633, or by contacting any of the field offices listed below. Once your request is received you will be contacted by a Corps project manager. ASHEVILLE & CHARLOTTE REGULATORY FIELDOFFICES US ArmyCorps of Engineers 151 Patton Avenue,Room 208 Asheville, North Carolina28801-5006 GeneralNumber: (828) 271-7980 Fax Number: (828) 281-8120 RALEIGHREGULATORYFIELDOFFICE US ArmyCorps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina27587 GeneralNumber: (919) 554-4884 Fax Number: (919) 562-0421 WASHINGTONREGULATORYFIELDOFFICE US ArmyCorps of Engineers 2407 West Fifth Street Washington, North Carolina27889 GeneralNumber: (910) 251-4610 Fax Number: (252) 975-1399 WILMINGTONREGULATORYFIELDOFFICE US ArmyCorps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 GeneralNumber:910-251-4633 Fax Number: (910) 251-4025 INSTRUCTIONS: All requestors must complete Parts A, B, C, D, E, F and G. NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a paying client or your agency, please note the specific submittal requirements in Part H. NOTE ON PART D – PROPERTY OWNER AUTHORIZATION: Please be aware that all JD requests must include the current property owner authorization for the Corps to proceed with the determination, which may include inspection of the property when necessary. This form must be signed by the current property owner(s) or the owner(s) authorized agent to be considered a complete request. NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for JD requests associated with North Carolina Department of Transportation (NCDOT) projects will be conducted according to the current NCDOT/USACE protocols. NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should also request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. Jurisdictional Determination Request Version: May 2017 Page 2 A. PARCEL INFORMATION Street Address: _______________________________________________ City, State: _______________________________________________ County: Parcel Index Number(s) (PIN): B. REQUESTORINFORMATION Name: Mailing Address: _________________________________________ Telephone Number: _________________________________________ Electronic Mail Address: ________________________________________ Select one: I am the current property owner. I am an Authorized Agent or Environmental Consultant 1 Interested Buyer or Under Contract to Purchase Other, please explain. ________________________________________ __________________________________________________________ C. PROPERTY OWNER INFORMATION 2 Name: Mailing Address: Telephone Number: Electronic Mail Address: _______________________________________________________________________________________________________________________ 1 Must provide completed Agent Authorization Form/Letter. 2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record). CPC 7524 Kenstead Circle Charlotte Mecklenburg 03102206 Corblu Ecology Group;Shanna Cahill 3225 S. Cherokee Lane, Bldg. 800 Woodstock, GA 30188 404-275-6632 scahill@corblu.com Mr. Jeff Titus 7524 Kenstead Circle Charlotte, NC 28214 678-762-2231 jtitus@colpipe.com ✔ Jurisdictional Determination Request Version: May 2017 Page 3 D. PROPERTY ACCESS CERTIFICATION 3,4 By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on- site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the undersigned, am either a duly authorized owner of record of the property identified herein, or acting as the duly authorized agent of the owner of record of the property. Print Name Capacity: Owner Authorized Agent5 Date Signature E. REASON FOR JD REQUEST:(Check as many as applicable) I intend to construct/develop a project or perform activities on this parcel which would be designed to avoid all aquatic resources. I intend to construct/develop a project or perform activities on this parcel which would be designed to avoid all jurisdictional aquatic resources underCorpsauthority. I intendto construct/develop a project or perform activities on this parcelwhich may require authorization from the Corps, andthe JDwould beusedto avoid and minimize impacts tojurisdictional aquatic resources and as aninitialstep in a future permitting process. I intendto construct/develop a project or perform activities on this parcelwhich may require authorization from the Corps; this request is accompanied by my permit application and the JD is to be used in the permitting process. I intendto construct/develop a project or perform activities in a navigable water of the U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of the tide. A Corps JD is required in order obtain my local/state authorization. I intend to contest jurisdiction over a particular aquatic resource and request the Corps confirm that jurisdiction does/does not exist over the aquatic resource on the parcel. I believe that the site may be comprised entirely of dry land. Other:___________________________________________________________________ _______________________________________________________________________ 3 For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E. 4 If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a continuation sheet. 5 Must provide agent authorization form/letter signed by owner(s). Shanna Cahill 5/20/20 Shanna Cahill ✔ ✔ Jurisdictional Determination Request Version: May 2017 Page 4 F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One) I am requesting that the Corps provide a preliminary JD for the property identified herein. A Preliminary Jurisdictional Determination (PJD) provides an indication that there may be “waters of the United States” or “navigable waters of the United States”on a property. PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all waters and wetlands on the property will be treated as if they are jurisdictional “waters of the United States”. PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is “preliminary” in the sense that an approved JD can be requested at any time. PJDs do not expire. I am requesting that the Corps provide an approved JD for the property identified herein. An Approved Jurisdictional Determination (AJD) is a determination that jurisdictional “waters of the United States” or “navigable waters of the United States” are either present or absent on a site. An approved JD identifies the limits of waters on a site determined to be jurisdictional under the Clean Water Act and/or Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be posted on the Corps website. A landowner, permit applicant, or other “affected party” (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years (subject to certain limited exceptions explained in Regulatory Guidance Letter 05- 02). I am unclear as to which JD I would like to request and require additional information to inform my decision. G. ALL REQUESTS Map of Property or Project Area. This Map must clearly depict the boundaries of the review area. Size of Property or Review Area acres. The property boundary (or review area boundary) is clearly physically marked on the site. 1.45 ✔ ✔ ✔ ✔ Jurisdictional Determination Request Version: May 2017 Page 5 H. REQUESTS FROM CONSULTANTS Project Coordinates (Decimal Degrees): Latitude: ______________________ Longitude: ______________________ A legible delineation map depicting the aquatic resources and the property/review area. Delineation maps must be no larger than 11x17 and should contain the following: (Corps signature of submitted survey plats will occur after the submitted delineation map has been reviewed and approved).6 ƒNorth Arrow ƒGraphical Scale ƒBoundary of Review Area ƒDate ƒLocation of data points for each Wetland Determination Data Form or tributary assessment reach. For Approved Jurisdictional Determinations: ƒJurisdictional wetland features should be labeled as Wetland Waters of the US, 404 wetlands, etc. Please include the acreage of these features. ƒJurisdictional non-wetland features (i.e. tidal/navigable waters, tributaries, impoundments) should be labeled as Non-Wetland Waters of the US, stream, tributary, open water, relatively permanent water, pond, etc. Please include the acreage or linear length of each of these features as appropriate. ƒIsolated waters, waters that lack a significant nexus to navigable waters, or non- jurisdictional upland features should be identified as Non-Jurisdictional. Please include a justification in the label regarding why the feature is non-jurisdictional (i.e. “Isolated”, “No Significant Nexus”, or “Upland Feature”). Please include the acreage or linear length of these features as appropriate. For Preliminary Jurisdictional Determinations: ƒWetland and non-wetland features should not be identified as Jurisdictional, 404, Waters of the United States, or anything that implies jurisdiction. These features can be identified as Potential Waters of the United States, Potential Non-wetland Waters of the United States, wetland, stream, open water, etc. Please include the acreage and linear length of these features as appropriate. Completed Wetland Determination Data Forms for appropriate region (at least one wetland and one upland form needs to be completed for each wetland type) ____________________________________________________________________________ 6 Please refer to the guidance document titled “Survey Standards for Jurisdictional Determinations” to ensure that the supplied map meets the necessary mapping standards.http://www.saw.usace.army.mil/Missions/Regulatory-Permit- Program/Jurisdiction/ 35.283925 -80.932556 ✔ ✔ ✔ Jurisdictional Determination Request Version: May 2017 Page 6 Completed appropriate Jurisdictional Determination form x PJDs,please complete a Preliminary Jurisdictional Determination Form7 and include the Aquatic Resource Table x AJDs, please complete an Approved Jurisdictional Determination Form 8 Vicinity Map Aerial Photograph USGS Topographic Map Soil Survey Map Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps) Landscape Photos (if taken) NCSAM and/or NCWAM Assessment Forms and Rating Sheets NC Division of Water Resources Stream Identification Forms Other Assessment Forms _____________________________________________________________________________ 7 www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/JD/RGL_08-02_App_A_Prelim_JD_Form_fillable.pdf 8 Please see http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Jurisdiction/ Principal Purpose:The information thatyouprovide will beusedinevaluating your requestto determine whether thereareany aquatic resources within the project areasubjecttofederaljurisdictionunder the regulatory authorities referencedabove. RoutineUses:Thisinformation maybeshared with the Departmentof Justice andotherfederal, state,and local government agencies, and the public,andmaybe made available aspartof a public notice as required byfederal law. Your nameandproperty location wherefederal jurisdiction is to bedetermined will beincluded in the approved jurisdictional determination (AJD),which will bemade available tothe public on the District's website andontheHeadquartersUSAGEwebsite. Disclosure:Submission ofrequested information is voluntary; however, ifinformation is notprovided, the requestforanAJD cannot beevaluatednorcananAJD be issued. ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ APPENDIX C Preliminary Jurisdictional Determination Form 1 ATTACHMENT A PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD):____________________________________ B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: ___________________________________________________________ ___________________________________________________________ C. DISTRICT OFFICE, FILE NAME, AND NUMBER: ___________________________________________________________ D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: ___________________________________________________________ (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State: NC County/parish/borough: _____________ City: ______________ Center coordinates of site (lat/long in degree decimal format): Lat. ___________________ °N; Long. ____________________ °W. Universal Transverse Mercator: ____________________________________ Name of nearest waterbody: ______________________________________ Identify (estimate) amount of waters in the review area: Non-wetland waters: ____________linear feet: __________ width (ft) and/or _________ acres. Cowardin Class: _____________________________________________ Stream Flow: ________________________________________________ Wetlands: ___________acres. Cowardin Class: _____________________________________________ Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: ______________________________________________________ Non-Tidal: __________________________________________________ 5/21/20 Corblu Ecology Group; Shanna Cahill 2335 South Cherokee Lane, Bldg. 800, Woodstock, Georgia 30188 Wilmington District, Charlotte Field Office Colonial Pipeline Company, Charlotte Facity, please see Background on attached NWP 27 Mecklenburg Charlotte 35.283925 -80.932556 506133.04E, 3904532.09W 17S Gum Branch 425 3 0.03 Riverine Intermittent 0.31 Palustrine N/A N/A 2 E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): Office (Desk) Determination. Date: ______________________________ Field Determination. Date(s): ___________________________________ SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and, where checked and requested, appropriately reference sources below): Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:_____________________________________________ Data sheets prepared/submitted by or on behalf of the applicant/consultant. Office concurs with data sheets/delineation report. Office does not concur with data sheets/delineation report. Data sheets prepared by the Corps:______________________________ Corps navigable waters’ study:__________________________________ U.S. Geological Survey Hydrologic Atlas:__________________________ USGS NHD data USGS 8 and 12 digit HUC maps U.S. Geological Survey map(s). Cite scale & quad name:______________ USDA Natural Resources Conservation Service Soil Survey. Citation:_______________________________________________ National wetlands inventory map(s). Cite name:_____________________ State/Local wetland inventory map(s):_____________________________ FEMA/FIRM maps:____________________________________________ 100-year Floodplain Elevation is:_________________________________ (National Geodectic Vertical Datum of 1929) Photographs: Aerial (Name & Date): ______________________or Other (Name & Date):_________________________ Previous determination(s). File no. and date of response letter:_________ Other information (please specify):_______________________________ 4 4 7/18/19 7/19/19 4 please see attached figures 4 4 4 4 4 4 1:24,000; Mountain Island Lake Figure 2 Figure 4 Figure 3 4 4 ESRI Imagery, North Carolina Fgiures 2-6 Photographs 7/19/19 3 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring “pre-construction notification” (PCN), or requests verification for a non-reporting NWP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicant’s acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. 4 This preliminary JD finds that there “may be” waters of the United States on the subject project site, and identifies all aquatic features on the site that could be affected by the proposed activity, based on the following information: IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should not be relied upon for later jurisdictional determinations. _________________________ Signature and date of Regulatory Project Manager (REQUIRED) __________________5-21-20_ Signature and date of person requesting preliminary JD (REQUIRED, unless obtaining the signature is impracticable) Site number Latitude Longitude Cowardin Class Estimated amount of aquatic resource in review area Class of aquatic resource 1. Intermittent Stream 35.776915 -79.035659 Riverine Intermittent 425 linear feet 0.03-acre non-section 10 – waters 1. Emergent Wetland 35.776915 -79.035659 Palustrine 0.31-acre non-section 10 – wetland APPENDIX D Wetland Determination Data Forms US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 WETLAND DETERMINATION DATA FORM – Eastern Mountains and Piedmont Project/Site: City/County: Sampling Date: Applicant/Owner: State: Sampling Point: Investigator(s): Section, Township, Range: Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%): Subregion (LRR or MLRA): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are “Normal Circumstances” present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Hydric Soil Present? Yes No Wetland Hydrology Present? Yes No Is the Sampled Area within a Wetland? Yes No Remarks: HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) Surface Soil Cracks (B6) Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surface (B8) High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10) Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (B16) Water Marks (B1) Presence of Reduced Iron (C4) Dry-Season Water Table (C2) Sediment Deposits (B2) Recent Iron Reduction in Tilled Soils (C6) Crayfish Burrows (C8) Drift Deposits (B3) Thin Muck Surface (C7) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Other (Explain in Remarks) Stunted or Stressed Plants (D1) Iron Deposits (B5) Geomorphic Position (D2) Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3) Water-Stained Leaves (B9) Microtopographic Relief (D4) Aquatic Fauna (B13) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No Depth (inches): Water Table Present? Yes No Depth (inches): Saturation Present? Yes No Depth (inches): (includes capillary fringe) Wetland Hydrology Present? Yes No Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 VEGETATION (Four Strata) – Use scientific names of plants. Sampling Point: Absolute Dominant Indicator Tree Stratum (Plot size: ) % Cover Species? Status 1. 2. 3. 4. 5. 6. 7. 8. = Total Cover Sapling/Shrub Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. = Total Cover Herb Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. = Total Cover Woody Vine Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. = Total Cover Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: (A) Total Number of Dominant Species Across All Strata: (B) Percent of Dominant Species That Are OBL, FACW, or FAC: (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = Hydrophytic Vegetation Indicators: 1 - Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% 3 - Prevalence Index is ≤3.01 4 - Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation1 (Explain) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Four Vegetation Strata: Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/Shrub – Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 ft (1 m) tall. Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vine – All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? Yes No Remarks: (Include photo numbers here or on a separate sheet.) US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 SOIL Sampling Point: Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: Histosol (A1) Dark Surface (S7) 2 cm Muck (A10) (MLRA 147) Histic Epipedon (A2) Polyvalue Below Surface (S8) (MLRA 147, 148) Coast Prairie Redox (A16) Black Histic (A3) Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Piedmont Floodplain Soils (F19) Stratified Layers (A5) Depleted Matrix (F3) (MLRA 136, 147) 2 cm Muck (A10) (LRR N) Redox Dark Surface (F6) Depleted Below Dark Surface (A11) Depleted Dark Surface (F7) Very Shallow Dark Surface (TF12) Thick Dark Surface (A12) Redox Depressions (F8) Other (Explain in Remarks) Sandy Mucky Mineral (S1) (LRR N, Iron-Manganese Masses (F12) (LRR N, MLRA 147, 148) MLRA 136) Sandy Gleyed Matrix (S4) Umbric Surface (F13) (MLRA 136, 122) 3Indicators of hydrophytic vegetation and Sandy Redox (S5) Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, Stripped Matrix (S6) Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No Remarks: US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 WETLAND DETERMINATION DATA FORM – Eastern Mountains and Piedmont Project/Site: City/County: Sampling Date: Applicant/Owner: State: Sampling Point: Investigator(s): Section, Township, Range: Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%): Subregion (LRR or MLRA): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are “Normal Circumstances” present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Hydric Soil Present? Yes No Wetland Hydrology Present? Yes No Is the Sampled Area within a Wetland? Yes No Remarks: HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) Surface Soil Cracks (B6) Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surface (B8) High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10) Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (B16) Water Marks (B1) Presence of Reduced Iron (C4) Dry-Season Water Table (C2) Sediment Deposits (B2) Recent Iron Reduction in Tilled Soils (C6) Crayfish Burrows (C8) Drift Deposits (B3) Thin Muck Surface (C7) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Other (Explain in Remarks) Stunted or Stressed Plants (D1) Iron Deposits (B5) Geomorphic Position (D2) Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3) Water-Stained Leaves (B9) Microtopographic Relief (D4) Aquatic Fauna (B13) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No Depth (inches): Water Table Present? Yes No Depth (inches): Saturation Present? Yes No Depth (inches): (includes capillary fringe) Wetland Hydrology Present? Yes No Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 VEGETATION (Four Strata) – Use scientific names of plants. Sampling Point: Absolute Dominant Indicator Tree Stratum (Plot size: ) % Cover Species? Status 1. 2. 3. 4. 5. 6. 7. 8. = Total Cover Sapling/Shrub Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. = Total Cover Herb Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. = Total Cover Woody Vine Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. = Total Cover Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: (A) Total Number of Dominant Species Across All Strata: (B) Percent of Dominant Species That Are OBL, FACW, or FAC: (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = Hydrophytic Vegetation Indicators: 1 - Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% 3 - Prevalence Index is ≤3.01 4 - Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation1 (Explain) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Four Vegetation Strata: Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/Shrub – Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 ft (1 m) tall. Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vine – All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? Yes No Remarks: (Include photo numbers here or on a separate sheet.) US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 SOIL Sampling Point: Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: Histosol (A1) Dark Surface (S7) 2 cm Muck (A10) (MLRA 147) Histic Epipedon (A2) Polyvalue Below Surface (S8) (MLRA 147, 148) Coast Prairie Redox (A16) Black Histic (A3) Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Piedmont Floodplain Soils (F19) Stratified Layers (A5) Depleted Matrix (F3) (MLRA 136, 147) 2 cm Muck (A10) (LRR N) Redox Dark Surface (F6) Depleted Below Dark Surface (A11) Depleted Dark Surface (F7) Very Shallow Dark Surface (TF12) Thick Dark Surface (A12) Redox Depressions (F8) Other (Explain in Remarks) Sandy Mucky Mineral (S1) (LRR N, Iron-Manganese Masses (F12) (LRR N, MLRA 147, 148) MLRA 136) Sandy Gleyed Matrix (S4) Umbric Surface (F13) (MLRA 136, 122) 3Indicators of hydrophytic vegetation and Sandy Redox (S5) Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, Stripped Matrix (S6) Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No Remarks: APPENDIX E USFWS IPaC Official Species List May 08, 2020 United States Department of the Interior FISH AND WILDLIFE SERVICE Asheville Ecological Services Field Office 160 Zillicoa Street Asheville, NC 28801-1082 Phone: (828) 258-3939 Fax: (828) 258-5330 http://www.fws.gov/nc-es/es/countyfr.html In Reply Refer To: Consultation Code: 04EN1000-2020-SLI-0596 Event Code: 04EN1000-2020-E-01391 Project Name: Erosion Control for Access Road Subject:List of threatened and endangered species that may occur in your proposed project location, and/or may be affected by your proposed project To Whom It May Concern: The attached species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. Although not required by section 7, many agencies request species lists to start the informal consultation process and begin their fulfillment of the requirements under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). This list, along with other helpful resources, is also available on the U.S. Fish and Wildlife Service (Service) Asheville Field Office's (AFO) website: https://www.fws.gov/raleigh/species/ cntylist/nc_counties.html. The AFO website list includes “species of concern” species that could potentially be placed on the federal list of threatened and endangered species in the future. Also available are: Design and Construction Recommendations https://www.fws.gov/asheville/htmls/project_review/Recommendations.html Optimal Survey Times for Federally Listed Plants https://www.fws.gov/nc-es/plant/plant_survey.html Northern long-eared bat Guidance https://www.fws.gov/asheville/htmls/project_review/NLEB_in_WNC.html Predictive Habitat Model for Aquatic Species https://www.fws.gov/asheville/htmls/Maxent/Maxent.html 05/08/2020 Event Code: 04EN1000-2020-E-01391   2    New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could require modifications of these lists. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of the species lists should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website or the AFO website (the AFO website dates each county list with the day of the most recent update/change) at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list or by going to the AFO website. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) (c)). For projects other than major construction activities, the Service suggests that a Biological Evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12 and on our office's website at https://www.fws.gov/asheville/htmls/project_review/assessment_guidance.html. If a Federal agency (or their non-federal representative) determines, based on the Biological Assessment or Biological Evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species, and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: http:// www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF. Though the bald eagle is no longer protected under the Endangered Species Act, please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require additional consultation (see https://www.fws.gov/southeast/our-services/permits/eagles/). Wind energy projects should follow the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds (including bald and golden eagles) and bats. Guidance for minimizing impacts to migratory birds for projects including communications towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http:// www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; 05/08/2020 Event Code: 04EN1000-2020-E-01391   3    ▪ ▪ ▪ http://www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/ towers/comtow.html. We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Attachment(s): Official Species List Migratory Birds Wetlands 05/08/2020 Event Code: 04EN1000-2020-E-01391   1    Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Asheville Ecological Services Field Office 160 Zillicoa Street Asheville, NC 28801-1082 (828) 258-3939 05/08/2020 Event Code: 04EN1000-2020-E-01391   2    Project Summary Consultation Code:04EN1000-2020-SLI-0596 Event Code:04EN1000-2020-E-01391 Project Name:Erosion Control for Access Road Project Type:OIL OR GAS Project Description:Access Road Erosion Control Project Project Location: Approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/place/35.28420799251976N80.932507711911W Counties:Mecklenburg, NC 05/08/2020 Event Code: 04EN1000-2020-E-01391   3    1. Endangered Species Act Species There is a total of 5 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. Mammals NAME STATUS Northern Long-eared Bat Myotis septentrionalis No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/9045 Threatened Clams NAME STATUS Carolina Heelsplitter Lasmigona decorata There is final critical habitat for this species. Your location is outside the critical habitat. Species profile: https://ecos.fws.gov/ecp/species/3534 Endangered 1 05/08/2020 Event Code: 04EN1000-2020-E-01391   4    Flowering Plants NAME STATUS Michaux's Sumac Rhus michauxii No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/5217 Endangered Schweinitz's Sunflower Helianthus schweinitzii No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/3849 Endangered Smooth Coneflower Echinacea laevigata No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/3473 Endangered Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. 05/08/2020 Event Code: 04EN1000-2020-E-01391   1    1. 2. 3. Migratory Birds Certain birds are protected under the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act . Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described below. The Migratory Birds Treaty Act of 1918. The Bald and Golden Eagle Protection Act of 1940. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a) The birds listed below are birds of particular concern either because they occur on the USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your project location. To learn more about the levels of concern for birds on your list and how this list is generated, see the FAQ below. This is not a list of every bird you may find in this location, nor a guarantee that every bird on this list will be found in your project area. To see exact locations of where birders and the general public have sighted birds in and around your project area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing the relative occurrence and abundance of bird species on your list are available. Links to additional information about Atlantic Coast birds, and other important information about your migratory bird list, including how to properly interpret and use your migratory bird report, can be found below. For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at the top of your list to see when these birds are most likely to be present and breeding in your project area. NAME BREEDING SEASON Wood Thrush Hylocichla mustelina This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Breeds May 10 to Aug 31 Probability Of Presence Summary The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read and understand the 1 2 05/08/2020 Event Code: 04EN1000-2020-E-01391   2    1. 2. 3. FAQ “Proper Interpretation and Use of Your Migratory Bird Report” before using or attempting to interpret this report. Probability of Presence () Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a particular week of the year. (A year is represented as 12 4-week months.) A taller bar indicates a higher probability of species presence. The survey effort (see below) can be used to establish a level of confidence in the presence score. One can have higher confidence in the presence score if the corresponding survey effort is also high. How is the probability of presence score calculated? The calculation is done in three steps: The probability of presence for each week is calculated as the number of survey events in the week where the species was detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. Breeding Season () Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across its entire range. If there are no yellow bars shown for a bird, it does not breed in your project area. Survey Effort () Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 64 surveys. No Data () A week is marked as having no data if there were no survey events for that week. Survey Timeframe Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this is areas off the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is currently much more sparse. 05/08/2020 Event Code: 04EN1000-2020-E-01391   3    ▪ ▪ ▪ no data survey effort breeding season probability of presence SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Wood Thrush BCC Rangewide (CON) Additional information can be found using the following links: Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/ birds-of-conservation-concern.php Measures for avoiding and minimizing impacts to birds http://www.fws.gov/birds/ management/project-assessment-tools-and-guidance/ conservation-measures.php Nationwide conservation measures for birds http://www.fws.gov/migratorybirds/pdf/ management/nationwidestandardconservationmeasures.pdf Migratory Birds FAQ Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds. Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any location year round. Implementation of these measures is particularly important when birds are most likely to occur in the project area. When birds may be breeding in the area, identifying the locations of any active nests and avoiding their destruction is a very helpful impact minimization measure. To see when birds are most likely to occur and be breeding in your project area, view the Probability of Presence Summary. Additional measures and/or permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present on your project site. What does IPaC use to generate the migratory birds potentially occurring in my specified location? The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC) and other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore activities or development. 05/08/2020 Event Code: 04EN1000-2020-E-01391   4    1. 2. 3. Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the AKN Phenology Tool. What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my specified location? The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian Knowledge Network (AKN). This data is derived from a growing collection of survey, banding, and citizen science datasets . Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me about these graphs" link. How do I know if a bird is breeding, wintering, migrating or present year-round in my project area? To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur in your project area, there may be nests present at some point within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not breed in your project area. What are the levels of concern for migratory birds? Migratory birds delivered through IPaC fall into the following distinct categories of concern: "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their range anywhere within the USA (including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands); "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and "Non-BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Eagle Act requirements (for eagles) or (for non-eagles) potential susceptibilities in offshore areas from certain types of development or activities (e.g. offshore energy development or longline fishing). Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can implement to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics. Details about birds that are potentially affected by offshore projects 05/08/2020 Event Code: 04EN1000-2020-E-01391   5    For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides birds that may be helpful to you in your project review. Alternately, you may download the bird model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic Outer Continental Shelf project webpage. Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including migration. Models relying on survey data may not include this information. For additional information on marine bird tracking data, see the Diving Bird Study and the nanotag studies or contact Caleb Spiegel or Pam Loring. What if I have eagles on my list? If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts occur. Proper Interpretation and Use of Your Migratory Bird Report The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ “What does IPaC use to generate the migratory birds potentially occurring in my specified location”. Please be aware this report provides the “probability of presence” of birds within the 10 km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look carefully at the survey effort (indicated by the black vertical bar) and for the existence of the “no data” indicator (a red horizontal bar). A high survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be there, and if they might be breeding (which means nests might be present). The list helps you know what to look for to confirm presence, and helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities, should presence be confirmed. To learn more about conservation measures, visit the FAQ “Tell me about conservation measures I can implement to avoid or minimize impacts to migratory birds” at the bottom of your migratory bird trust resources page. 05/08/2020 Event Code: 04EN1000-2020-E-01391   1    ▪ Wetlands Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal statutes. For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers District. Please note that the NWI data being shown may be out of date. We are currently working to update our NWI data set. We recommend you verify these results with a site visit to determine the actual extent of wetlands on site. FRESHWATER EMERGENT WETLAND PEM1A APPENDIX F NRHP and HPOWEB Documents :c y3 1 D '-,N �'� �lae� •�I 1 .� ~ •JI'11 J YC �•�;sr ICI $ { DUxF• , G�a r y a e. * .Td•� r �h 1 f Z '•" LL l I r�L`'I No r X+�Y I L) d • 3FCF ;1�IIf' ~� `u� •fir.- '� } �ii14ti1 I C Fm L •1 • � �, • • Approximate Project Location Keanstead Circle Mount Holly Road Todd House Hoover House Hoover-Reames House Hoover-Sullivan House Freedom Drive Overpass Love's Service Station Thomas J. Beattie House Paw Creek U. S. Post Office Gibson-Sadler-Derrick House Paw Creek Presbyterian Church Thrift United Methodist ChurchThrift Mill Supervisors' Houses Paw Creek High School Complex (Gone) (former) Thrift Piedmont & Northern Railroad Depot (Current site) NC HPO Map Project No. 02-041901 Base Map Source:ESRI Imagery, GIS_Data\North_Carolina\Mecklenburg\Soils\soils. ± 0 1,200 2,400600 Feet1:12,000 Colonial Pipeline Company, SE Charlotte Pipeline Facility Mecklenburg County, North Carolina Legend NCHPOpoints Approximate Project Boundary APPENDIX G CPC Authorization Letter (0) John M. Wyatt SouLhans! Dis'rict E-nwiionmonta I F}roor:wn MarlaQoi March 20, 2020 U-S Army Corpr. of EN ineers 3 331 H erttnge Tra-dc Drive, SOe 105 ake kirpsi, N&M CaroYna 27�5�7 KJO MR. 401 &Suffer F3errnitt>� 6 rorroh 1617 MCI Serv�iee Cerrtw. Raleigh, NC 271599-11317 Subject: Authorization Lotter TO Whom it Moyr C nncern: Colonial Pipeline Company TO (4 ) 713-9270 Calccta I Pipel inc Company (CPC) gives &YAhorizatio n to Ccsbkl Ecology G roup to serve as uu r agent r erdi ng N cri h C; aroY no Division crf Veer € LJaI4 (D11y{��)U. S_ Army Corps -of Engineers (USACE) P re- Coflstru ction Noti icafi on (PGN) Application Forms. -ShcUd you have any questions or c4Flcern5 prey 5e wntat t rna at tho hetterheed I ms-s cc ielephonip ntLmbQr. �i r3oeraMy+, � John W. TVdtt .you Lheest U iskrict Er'vi' Dn irieriLa I F fOc i -M At a,iager Qolr,Aol pipollu GQ111pally 5251 F+wY 1 :� Site Q #:i5 Has -an, TN.3734.3 APPENDIX H Pre-Construction Notification (PCN) Form Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: ☒Section 404 Permit ☐Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 27 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ☐Yes ☒No 1d. Type(s) of approval sought from the DWQ (check all that apply): ☐401 Water Quality Certification – Regular ☐Non-404 Jurisdictional General Permit ☐401 Water Quality Certification – Express ☐Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ☒Yes ☐No For the record only for Corps Permit: ☐Yes ☒No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. ☐Yes ☒No 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. ☐Yes ☒No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ☐Yes ☒No 2. Project Information 2a. Name of project: Colonial Pipeline Company (CPC), Charlotte Facility - Stream Restoration 2b. County: Meckenburg 2c. Nearest municipality / town: Charlotte 2d. Subdivision name: No subdivision in the area 2e. NCDOT only, T.I.P. or state project no: Not applicable; Not a NCDOT or T.I.P. Project 3. Ow ner Information 3a. Name(s) on Recorded Deed: CPC 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): CPC 3d. Street address: 7524 Kenstead Circle 3e. City, state, zip: Charlotte, North Carolina 28214 3f. Telephone no.: 678-314-2006 3g. Fax no.: 3h. Email address: jtitus@colpipe.com Page 1 of 11 PCN Form – Version 1.4 January 2009 4. Applicant Information (if different from ow ner) 4a. Applicant is: ☐Agent ☒Other, specify: CPC Operations Manager 4b. Name: Jeffery Titus 4c. Business name (if applicable): Colonial Pipeline Company 4d. Street address: 7524 Kenstead Circle 4e. City, state, zip: Charlotte, North Carolina 28214 4f. Telephone no.: 678-314-2006 4g. Fax no.: 4h. Email address: jtitus@colpipe.com 5. Agent/Consultant Information (if applicable) 5a. Name: Shanna Cahill 5b. Business name (if applicable): Corblu Ecology Group 5c. Street address: 3225 South Cherokee Lane, Bldg. 800 5d. City, state, zip: Woodstock, Georgia 30188 5e. Telephone no.: 404-275-6632 5f. Fax no.: 770-591-9993 5g. Email address: scahill@corblu.com Page 2 of 11 PCN Form – Version 1.4 January 2009 Page 3 of 11 PCN Form – Version 1.4 January 2009 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 03102206 1b. Site coordinates (in decimal degrees): Latitude: 35.283925 Longitude: -80.932556 1c. Property size: 59 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Gum Branch 2b. Water Quality Classification of nearest receiving water: WS-IV 2c. River basin: Cape Fear 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The project site is located within CPC’s existing petroleum pipeline Charlotte Facility which is comprised of numerous petroleum storage tanks, pumps, valves, pipelines, as well as the facility’s administrative/operation office. The stream of concern is an unnamed intermittent tributary to Gum Branch. 3b. List the total estimated acreage of all existing wetlands on the property: 0.35-acre 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 525 linear feet 3d. Explain the purpose of the proposed project: To ensure facility access road integrity which is needed for normal operations as well as emergency responses, the stream and streambank requires restoration and stabilization (NWP 27) to prevent continued bank erosion. As designed by Engineering 303, restoration of the above stream segment [approximately 303 linear feet (LF)] will be accomplished using “natural channel design” and construction techniques (Appendix A). 3e. Describe the overall project in detail, including the type of equipment to be used: The project site is located within CPC’s existing petroleum pipeline Charlotte Facility which is comprised of numerous petroleum storage tanks, pumps, valves, pipelines, as well as the facility’s administrative/operation office. The stream of concern is an unnamed intermittent tributary to Gum Branch. The unnamed intermittent stream flows west through a culvert at CPC’s east fence line (Photograph No. 1), into a concrete lined channel, and flows directly west towards the access road where it takes a 90 degree turn (Photograph No. 2) and flows north paralleling the access road. The combination of the concrete lined channel’s stream energy flowing directly at the access road along with the sharp 90 degree turn resulting in intense erosive forces during high flow eve nts has caused severe erosion of the streambank and is undercutting the facility access road. To ensure facility access road integrity which is needed for normal operations as well as emergency responses, the stream and streambank requires restoration and stabilization (NWP 27) to prevent continued bank erosion. As designed by Engineering 303, restoration of the above stream segment [approximately 303 linear feet (LF)] will be accomplished using “natural channel design” and construction techniques (Appendi x A). The stream restoration will result in a slight “net gain” of aquatic habitat; i.e., 300 LF to 303 LF of the unnamed intermittent tributary and no significant change to the of emergent wetland area. Corblu respectfully requests authorization for the above -referenced project under NWP No. 27 for the CPC Charlotte Facility stream restoration effort (Figure 6; Appendix A). The a ppropriate figures and photographs are enclosed for your review. All heavy equipment will work from upland areas. Equipment to be used will be an excavator and hand tools. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ☐Yes ☐No ☒Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ☐Preliminary ☐Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: Page 4 of 11 PCN Form – Version 1.4 January 2009 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ☐Yes ☐No ☒Unknown 5b. If yes, explain in detail according to “help file” instructions. 6. Future Project Plans 6a. Is this a phased project? ☐Yes ☒No 6b. If yes, explain. Page 5 of 11 PCN Form – Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ☒Wetlands ☒Streams – tributaries ☐Buffers ☒Open Waters ☐Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 T Restoration Seep No Corps 0.03 W2 - Choose one Choose one Yes/No - W3 - Choose one Choose one Yes/No - W4 - Choose one Choose one Yes/No - W5 - Choose one Choose one Yes/No - W6 - Choose one Choose one Yes/No - 2g. Total Wetland Impacts: 0.03 2h. Comments: Temporary impacts to 0.03-acre of emergent wetland area within the Charlotte Facility 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 T Restoration Unnamed tributary INT Corps 3 300 S2 - Choose one - - S3 - Choose one - - S4 - Choose one - - S5 - Choose one - - S6 - Choose one - - 3h. Total stream and tributary impacts 300 3i. Comments: The stream restoration will result in a slight “net gain” of aquatic habitat; i.e., 300 LF to 303 LF of the unnamed intermittent tributary. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 - Choose one Choose O2 - Choose one Choose O3 - Choose one Choose O4 - Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: NA 5g. Comments: No pond/lake construction will take place on the project site. 5h. Is a dam high hazard permit required? ☐Yes ☒No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ☐Neuse ☐Tar-Pamlico ☐Catawba ☐Randleman ☐Other: 6b. Buffer Impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 T Pipeline Maintenance • Lake Jordan No 3,750 2,250 B2 - Yes/No B3 - Yes/No B4 - Yes/No B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: 3,750 2,250 6i. Comments: The stream restoration is exempt under 15A NCAC 02B .0243 Catawba River Basin 3a. Page 6 of 11 PCN Form – Version 1.4 January 2009 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed stream restoration project has been designed to avoid and minimize impacts to jurisdictional waters to the maximum extent practicable. The stream restoration will result in a slight “net gain” of aquatic habitat; i.e., 300 LF to 303 LF of the unnamed intermittent tributary and no significant change to the of emergent wetland area. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Equipment used during the proposed project will be operated from upland areas or prefabricated mats to avoid and unnecessary impacts to the intermittent stream and wetland area. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ☐Yes ☒No 2b. If yes, mitigation is required by (check all that apply): ☐DWQ ☐Corps 2c. If yes, which mitigation option will be used for this project? ☐Mitigation bank ☐Payment to in-lieu fee program ☐Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Choose One Quantity: Type: Choose One Quantity: Type: Choose One Quantity: 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ☐Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: Choose one 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. No mitigation is required for the proposed project. Page 7 of 11 PCN Form – Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ☐Yes ☒No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: NA 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). No riparian buffer mitigation is required for the proposed project. 6h. Comments: No riparian buffer mitigation is required for the proposed project. Page 8 of 11 Page 9 of 11 PCN Form – Version 1.4 January 2009 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? ☐Yes ☒No 1b. If yes, then is a diffuse flow plan included? If no, explain why. ☐Yes ☒No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 0% 2b. Does this project require a Stormwater Management Plan? ☐Yes ☒No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Not applicable; the project (0.3-acre) will disturb less than one acre of land. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Not applicable. 2e. Who will be responsible for the review of the Stormwater Management Plan? 3. Certified Local Government Stormw ater Review 3a. In which local government’s jurisdiction is this project? 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): ☐Phase II ☐NSW ☐USMP ☐Water Supply Watershed ☐Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? ☐Yes ☒No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): ☐Coastal counties ☐HQW ☐ORW ☐Session Law 2006-246 ☐Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ☐Yes ☐No 5. DWQ 401 Unit Stormw ater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ☐Yes ☐No 5b. Have all of the 401 Unit submittal requirements been met? ☐Yes ☐No Page 10 of 11 PCN Form – Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? ☐Yes ☒No 1b. If you answered “yes” to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)? ☐Yes ☒No 1c. If you answered “yes” to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: ☐Yes ☒No 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 2B .0200)? ☐Yes ☒No 2b. Is this an after-the-fact permit application? ☐Yes ☒No 2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? ☐Yes ☒No 3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered “no,” provide a short narrative description. No additional development is proposed. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. No wastewater will be generated for the proposed stream restoration project. 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat? Yes No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? Yes No 5c. If yes, indicate the USFWS Field Office you have contacted. 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? Corblu conducted a literature and records review of information available from the U.S. Fish and Wildlife Service (USFWS) con cerning the potential occurrence of federally threatened and endangered species on the project site. Six federally protected species are listed by the USFWS as potentially occurring in Mecklenburg County, North Carolina: 1) Carolina heelsplitter (Lasmigona decorate); 2) Nor thern long-eared bat (Myotis septentrionalis); 3) harperella (Ptilimnium nodosum); 4) Michaux’s sumac (Rhus michauxii); 5) Schweinitz's sunflower (Helianthus schweinitzii); an d 6) smooth coneflower (Echinacea laevigata). Additionally, an official IPaC species report (Appendix E) was requested from the USFWS for the above referenced project area, which listed four of the above referenced species that could potentially occur within the area: 1) Carolina heelsplitter; 2) Michaux’s sumac; 3) sunflower helianthus; and 4) smooth coneflower. The IPaC report also stated that there are no critical habitats within this project area. The concrete lined unnamed intermittent tributary to Gum Branch does not provide suitable habitat to support the Carolina hee lsplitter. Specifically, the subject stream lacks stable well shaded stream banks as well as clay/sand/gravel substrate. Further, because the project ar ea is within an existing and maintained petroleum pipeline facility it has been cleared of all trees and is continually mowed for required ongoing maintenance activities and therefore does not support suitable terrestrial habitat for the remaining listed species. Further, based on the field survey conducted by Corblu on July 19, 2019, no individuals were observed within the project area for the above listed species and no critical habitat loss is expected; therefore, no impacts to protected species is anticipated from the propose d project. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? Yes No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? USFWS database. 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? Yes No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? The proposed maintenance activities will be conducted within the existing pipeline facility, which was constructed in the 1960’s and has been previously disturbed; thus no archeological resource impacts are probable. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? Yes No 8b. If yes, explain how project meets FEMA requirements: Although the proposed project occurs within the 100-Year floodplain of Lake Jordan, the proposed maintenance activities will not result in any above grade fill within the regulatory floodway. 8c. What source(s) did you use to make the floodplain determination? Sources included the FEMA and Flood Insurance Rate Map (FIRM) mappi ng service for the project site in Chatham County. Shanna Cahill Applicant/Agent's Printed Name Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided.) 5-19-2020 Date Page 11 of 11 PCN Form – Version 1.4 January 2009