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HomeMy WebLinkAbout20231396 Ver 1_PJD_Package_20231012aecom.com 1/2 ASHEVILLE REGULATORY FIELD OFFICE US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5006 General Number: (828) 271- 7980 Fax Number: (828) 281-8120 AECOM 5438 Wade Park Blvd Raleigh, NC 27607 United States T: 919.854.6200 F: 919.854.6259 aecom.com August 22, 2023 Duke Energy Distribution - Eller Ct To Whom It May Concern: AECOM Technical Services, Inc. (AECOM), on behalf of Duke Energy Distribution (DED), is submitting a Preliminary Jurisdictional Determination (PJD) request for the above referenced project in Caldwell County, North Carolina. The proposed project, 3801 Eller Ct, that runs parallel to Highway 64 in Caldwell County, NC. It is in an existing transmission line right-of-way. We have determined that the wetland impacts fall below the 1/10th of an acre threshold established by Nation Wide Permit 57, thus rendering a permit unnecessary for this project. A single distribution line transmission pole will be placed within wetland W1. No vehicles will access the wetland, the pole will be lowered by crane from the road above. All stream crossings will be aerial transmission lines. In alignment with the requirements of NWP 57, we are submitting this Intent To Notify to the U.S. Army Corps of Engineers as a transparent indication of our project's wetland impacts. Our findings affirm that the project's wetland impacts remain below the threshold that necessitates a permit application. Enclosed with this cover letter, you will find the following documents that constitute our PJD package and Intent To Notify submission: aecom.com 2/2 Enclosures: Attachment A – Asheville & Charlotte District Regulatory Office Jurisdictional Determination Request Form, and Preliminary Jurisdictional Determination (PJD) Form Attachment B – Wetland Delineation Report Site Information Summary Appendix A: Figures Appendix B: Data Sheets Appendix C: Photograph Log Thank you for your time and consideration of our submission. Should you have any questions or require further information, please do not hesitate to contact me at (919) 805-9861 or chris.inscore@aecom.com. Yours sincerely, Chris Inscore Ecologist, IV AECOM M:(919) 805-9861 E:chris.inscore@aecom.com 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 FIELD OFFICES US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5006 General Number: (828) 271-7980 Fax Number: (828) 281-8120 RALEIGH REGULATORY FIELD OFFICE US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 General Number: (919) 554-4884 Fax Number: (919) 562-0421 WASHINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 2407 West Fifth Street Washington, North Carolina 27889 General Number: (910) 251-4610 Fax Number: (252) 975-1399 WILMINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 General Number: 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. REQUESTOR INFORMATION Name: Mailing Address: _________________________________________ Telephone Number: _________________________________________ Electronic Mail Address: ________________________________________ Select one: I am the current property owner. I am an Authorized Agent or Environmental Consultant1 Interested Buyer or Under Contract to Purchase Other, please explain. ________________________________________ __________________________________________________________ C. PROPERTY OWNER INFORMATION2 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). Jurisdictional Determination Request Version: May 2017 Page 3 D. PROPERTY ACCESS CERTIFICATION3,4 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 under Corps authority. I intend to construct/develop a project or perform activities on this parcel which may require authorization from the Corps, and the JD would be used to avoid and minimize impacts to jurisdictional aquatic resources and as an initial step in a future permitting process. I intend to construct/develop a project or perform activities on this parcel which 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 intend to 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). 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. 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  North Arrow  Graphical Scale  Boundary of Review Area  Date  Location of data points for each Wetland Determination Data Form or tributary assessment reach. For Approved Jurisdictional Determinations:  Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404 wetlands, etc. Please include the acreage of these features.  Jurisdictional 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.  Isolated 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:  Wetland 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/ Jurisdictional Determination Request Version: May 2017 Page 6 Completed appropriate Jurisdictional Determination form • PJDs, please complete a Preliminary Jurisdictional Determination Form7 and include the Aquatic Resource Table • AJDs, please complete an Approved Jurisdictional Determination Form8 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 that you provide will be used in evaluating your request to determine whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory authorities referenced above. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public, and may be made available as part of a public notice as required by federal law. Your name and property location where federal jurisdiction is to be determined will be included in the approved jurisdictional determination (AJD), which will be made available to the public on the District's website and on the Headquarters USAGE website. Disclosure: Submission of requested information is voluntary; however, if information is not provided, the request for an AJD cannot be evaluated nor can an AJD be issued. Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: B. NAME AND ADDRESS OF PERSON REQUESTING PJD: C. DISTRICT OFFICE, FILE NAME, AND NUMBER: D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State: County/parish/borough: City: Center coordinates of site (lat/long in degree decimal format): Lat.: Long.: Universal Transverse Mercator: Name of nearest waterbody: E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): Office (Desk) Determination. Date: Field Determination. Date(s): TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH “MAY BE” SUBJECT TO REGULATORY JURISDICTION. Site number Latitude (decimal degrees) Longitude (decimal degrees) Estimated amount of aquatic resource in review area (acreage and linear feet, if applicable) Type of aquatic resource (i.e., wetland vs. non-wetland waters) Geographic authority to which the aquatic resource “may be” subject (i.e., Section 404 or Section 10/404) 1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an approved JD (AJD) for that review area based on an informed decision after having discussed the various types of JDs and their characteristics and circumstances when they may be appropriate. 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 AJD for the activity, the permit applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit authorization based on a PJD, which does not make an official determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an AJD could possibly result in less compensatory mitigation being required or different special conditions; (3) 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) 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) undertaking any activity in reliance upon the subject permit authorization without requesting an AJD constitutes the applicant’s acceptance of the use of the PJD; (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 PJD constitutes agreement that all aquatic resources in the review area affected in any way by that activity will be treated as jurisdictional, and waives 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 AJD or a PJD, the JD will be processed as soon as practicable. Further, an AJD, 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. If, during an administrative appeal, it becomes appropriate to make an official determination whether geographic jurisdiction exists over aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that there “may be” waters of the U.S. and/or that there “may be” navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the review area that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items should be included in subject file. Appropriately reference sources below where indicated for all checked items: Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Map: ___________________________________________________. Data sheets prepared/submitted by or on behalf of the PJD requestor. Office concurs with data sheets/delineation report. Office does not concur with data sheets/delineation report. Rationale: ___________________. 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: _______________________________. 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 Geodetic 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): _________________________________________________. 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 Signature and date of Regulatory staff member person requesting PJD completing PJD (REQUIRED, unless obtaining the signature is impracticable)1 1 Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond within the established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action. Wetland Delineation Report Site Information Summary Date: August 22, 2023 Project: 3803 Eller Court Reconduct Project, Caldwell County, North Carolina Aquatic Resources Review Area (Acres): Approximately 6.6 acres. (Appendix A, Figures 1 –3) Latitude/Longitude in Decimal Degrees (NAD 1983): 35.841957, -81.62548. Has a previous delineation or JD been performed? If so, please provide USACE Project Number: No. Hydrologic Unit Code (HUC): 10-Digit HUC – 0305010107 USGS Topographic Sheet: Morgantown North and Drexel Quadrangles, NC 7.5-minute quadrangle. Nearest Named Waterbody: Husband Creek. Delineation Methods: AECOM performed a field-delineation pursuant to the Army Corps of Engineers Wetland Delineation Manual (1987) and the Eastern Mountains and Piedmont Region Supplement. On-Site Investigation Date: Wetland boundary delineation and site data collection conducted on July 5, 2023. Aquatic Resources Plan: The proposed wetland boundaries and data sampling point locations are depicted on the plan entitled “Aquatic Resource Map” prepared by AECOM (Appendix A, Figure 7 pages 1-10). A description of the delineated features is provided below and listed in Table 1. Aquatic Resources Investigation Results: Streams: Four perennial streams and one intermittent stream were identified within the study area (Table 1) (Appendix A, Figure 7). Stream S1 is a perennial stream that corresponds with the location of a blue line stream mapped by USGS named Husband Creek. Stream S5 originates from a culvert running underneath the road and flows in a southwesterly direction. Stream S2 is an intermittent stream with poorly defined braided channels running parallel to the study area. The North Carolina Division of Water Quality (NCDWQ) North Carolina Methodology for Identification of Intermittent and Perennial Streams and Their Origins (NCDWQ, 2010) is utilized to determine stream flow regimes for surface waters located in the study area. This methodology is based on evaluations of hydrological, physical, and biological stream attributes. Wetlands: One wetland area was identified within the study area (Table 1) (Appendix A, Figure 7). The wetland W1 is characterized as a Palustrine scrub-shrub (PSS) wetland owing to the fact that the wetland is located within an active powerline right-of-way and is frequently mowed/herbicide treated. USACE wetland determination data forms are included in Appendix C. Common wetland plants observed throughout the wetland included blackberry, sedges (Carex sp.), soft rush (Juncus effusus), woolgrass bulrush (Scirpus cyperinus), red maple, Japanese stilt grass (Microstegium vimineum), and sweetgum. The wetland is adjacent to an NWI mapped freshwater forested/shrub wetlands and is likely an extension of this feature. Other Waters:No additional waters were observed within the study area. Water bodies onsite identified as Section 10: No Section 10 waters were identified within the study area. Table 1. Aquatic Resources Wetland/ Water Latitude Longitude Cowardin class/ Flow regime Area (Acres) Length (Linear Feet) Type of aquatic resource Geographic Authority to which the aquatic resource “may be” subject W1 35.849721 -81.614352 PSS 0.24 Wetland Section 404 S1 35.847890 -81.617036 Perennial 196.5 Non- wetland Section 404 S2 35.844377 -81.622171 Intermittent 349.7 Non- wetland Section 404 S3 35.844093 -81.622596 Intermittent t 27.8 Non- wetland Section 404 S4 35.840921 -81.626506 Perennial 18.7 Non- wetland Section 404 S5 35.838530 -81.628993 Perennial 18.7 Non- wetland Section 404 Uplands: The majority of the study area is cleared/maintained right-of-way for an existing transmission line. The transmission right-of-way is periodically treated with herbicide and contains mostly upland grasses and shrubs. Common upland plant species found along the right-of-way include blackberry (Rubus sp.), broom-sedge (Andropogon virginicus), dog fennel (Eupatorium capillifolium), muscadine (Vitis rotundifolia), goldenrod (Solidago sp.), greenbrier (Smilax rotundifolia), sweetgum (Liquidambar styraciflua), loblolly pine (Pinus taeda), and red maple (Acer rubrum). 100-Year Floodplains: Floodplains within the vicinity of the study area are mapped by FEMA on the Flood Insurance Rate Maps (Map No. 3710272700J, Panel No. 2727 – Effective Date July 7, 2009) (FEMA, 2023). There are several sections where the Flood Hazard Area is within the study area (Figure 6, Appendix A). National Wetlands Inventory: There is one mapped stream in the study area, Husband Creek (11-39-7- (2)). There are two mapped NWI freshwater wetlands the study area. A Freshwater Forested/Shrub wetland (PSS1C) which runs parallel to Morganton Blvd and appears to be connected to Husband Creek. An additional Freshwater Forested/Shrub wetland (PFO1C) runs parallel to Morganton Blvd and appears to connect to Husband Creek on the western side (Figure 5, Appendix A). USDA Soil Survey: The Natural Resources Conservation Service (NRCS) web soil survey identifies six soil mapping units within the 6.6-acre study area (Table 2). These soils are shown on Figure 4, Appendix A. The majority of the soils in the study area are non-hydric and characterized as well drained. The primary soils found withing the study area are Fairview sandy clay loam (FaC2 & FaD2, 42.9%), Danripple sandy clay loam (DaB2 & DaC2, 38.9%), and Codorus loam (CnA, 17.9%). Codorus loam is somewhat poorly drained and characterized as a Hydric soil. Table 2. Project Study Area Soils Soil Series Mapping Unit Drainage Class Hydric Status Codorus loam, 0 to 2 percent slopes, frequently flooded CnA Somewhat poorly drained Hydric Danripple sandy clay loam, 2 to 8 percent slopes, moderately eroded DaB2 Well drained Non-hydric Danripple sandy clay loam, 8 to 15 percent slopes, moderately eroded DaC2 Well drained Non-hydric Fairview sandy clay loam, 8 to 15 percent slopes, moderately eroded FaC2 Well drained Non-hydric Fairview sandy clay loam, 15 to 25 percent slopes, moderately eroded FaD2 Well drained Non-hydric Pfafftown loam, 2 to 6 percent slopes, rarely flooded PaB Well drained Non-hydric Service Layer Credits: © OpenStreetMap (and) contributors, CC-BY-SASources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap Lower CreekHUC 0305010107¯ 0 1 Miles VICINITY MAP 3803 Eller CourtDuke Energy CarolinasCaldwell County, NC July 2023 Figure1 LEGEND This map is for reference only Study Area Study Area ¯ 0 10.5 Miles Legend Study Area Lower Creek HUC 0305010107 3803 Eller Court Duke Energy Carolinas Caldwell County, NC July 2023 Figure 2 Topographic Map ¯ 0 10.5 Miles Legend Study Area Lower Creek HUC 0305010107 3803 Eller Court Duke Energy Carolinas Caldwell County, NC July 2023 64 L o v e t t e L n B u r n e tt D r M o r g a n t o n B lv d L o w e r C r e e k L o w e r C r e e k H usbandCreek H elt o n H artle yPl E ll e r C t C a li c o R d C alic o R d M o r g a n t o n B l v d M o r g a n t o n B l v d H a r t l a n d Figure 3 Orthoimagery Map 3803 Eller Court Duke Energy Carolinas Caldwell County, NC July 2023 ¯ 0 1,000500 Feet Legend Study Area Soils Lower Creek HUC 0305010107 L o v e t t e L n Canno n R i d g e R d B u r n e tt D r Pla y m o r e B e a c h R d M o r g a n t o n B lv d D a l t o n D r L o w e r C r e e k L o w e r C r e e k H u s bandCreek H elt o n H artle yPl E ll e r C t C a lic o R d C alic o R d M o r g a n t o n B l v d M o r g a n t o n B l v d H a r t l a n d L o werCreek FaD2 DaC2 DaB2 DaC2 DaC2 PaB FaC2 CnA FaD2 FaC2 DaC2 FaD2 CnA Codorus loam, 0 to 2 percent slopes, frequently flooded 1.2 DaB2 Danripple sandy clay loam, 2 to 8 percent slopes, moderately eroded 0.5 DaC2 Danripple sandy clay loam, 8 to 15 percent slopes, moderately eroded 2 FaC2 Fairview sandy clay loam, 8 to 15 percent slopes, moderately eroded 1.1 FaD2 Fairview sandy clay loam, 15 to 25 percent slopes, moderately eroded 1.7 PaB Pfafftown loam, 2 to 6 percent slopes, rarely flooded 0 Map Unit Soils Acres Figure 4 Soils Map 3803 Eller Court Duke Energy Carolinas Caldwell County, NC July 2023 ¯ 0 1,000500 Feet Legend Study Area Freshwater Forested/Shrub Wetland Freshwater Pond Riverine National Hydrography Dataset Flowline Lower Creek HUC 0305010107 Husban d C r e e k Lower C r e e k C a l i c o R d M o r g a n t o n B l v d D r e a m f i e l d s L n B u r n e t t D r Da l t o n D r Vanta g e Heights Ci r Pla y m o r e B e a c h R d H e lt o n H a rtle y Pl A e rial Way P i n e h u r s t A c r e s P e n nsylvania A v Ca n d y Ln L o v e t t e L n C a n n o n R i d g e R d Hosta Ln H e l t o n D r H e m l o c k Acres L n F r a n k M a r t in Ln Bria r c l i f f L n Elle r C t PineburrRd NC 1 8 - U S 6 4 Ca p i t a lCt C a n n o n R i d g e R d Figure 5 National Wetlands Inventory (NWI) 3803 Eller Court Duke Energy Carolinas Caldwell County, NC July 2023 ¯ 0 1,000500 Feet Legend Study Area 100-year flood (Zone AE) 500-year flood (Zone X) Lower Creek HUC 0305010107 L o v e t t e L n Canno n R i d g e R d B u r n e tt D r Pla y m o r e B e a c h R d M o r g a n t o n B lv d D a l t o n D r L o w e r C r e e k L o w e r C r e e k H u s bandCreek H elt o n H artle yPl E ll e r C t C a lic o R d C alic o R d M o r g a n t o n B l v d M o r g a n t o n B l v d H a r t l a n d L o werCreek Figure 6 Federal Emergency Management Agency (FEMA) 3803 Eller Court Duke Energy Carolinas Caldwell County, NC July 2023 ¯ 0 17587.5 Feet Figure 7 Page Number: 1-1 WOUS Map Legend LatLong DataPoints Culvert Intermittent Stream Perennial Stream PEM Wetland Study Area Lower Creek HUC 0305010107 WA S1 35.849721, -81.614352 3803 Eller Court Duke Energy Carolinas Caldwell County, NC July 2023 ¯ 0 17587.5 Feet Figure 7 Page Number: 1-2 WOUS Map Legend LatLong DataPoints Culvert Intermittent Stream Perennial Stream PEM Wetland Study Area Lower Creek HUC 0305010107 WA S1 3803 Eller Court Duke Energy Carolinas Caldwell County, NC July 2023 ¯ 0 17587.5 Feet Figure 7 Page Number: 1-3 WOUS Map Legend LatLong DataPoints Culvert Intermittent Stream Perennial Stream PEM Wetland Study Area Lower Creek HUC 0305010107 S1 35.846007, -81.619927 3803 Eller Court Duke Energy Carolinas Caldwell County, NC July 2023 ¯ 0 17587.5 Feet Figure 7 Page Number: 1-4 WOUS Map Legend LatLong DataPoints Culvert Intermittent Stream Perennial Stream PEM Wetland Study Area Lower Creek HUC 0305010107 S 3 S2 35.846007, -81.619927 3803 Eller Court Duke Energy Carolinas Caldwell County, NC July 2023 ¯ 0 17587.5 Feet Figure 7 Page Number: 1-5 WOUS Map Legend LatLong DataPoints Culvert Intermittent Stream Perennial Stream PEM Wetland Study Area Lower Creek HUC 0305010107 S 3 S2 35.841957, -81.62548 3803 Eller Court Duke Energy Carolinas Caldwell County, NC July 2023 ¯ 0 17587.5 Feet Figure 7 Page Number: 1-6 WOUS Map Legend LatLong DataPoints Culvert Intermittent Stream Perennial Stream PEM Wetland Study Area Lower Creek HUC 0305010107 S 4 35.841957, -81.62548 3803 Eller Court Duke Energy Carolinas Caldwell County, NC July 2023 ¯ 0 17587.5 Feet Figure 7 Page Number: 1-7 WOUS Map Legend LatLong DataPoints Culvert Intermittent Stream Perennial Stream PEM Wetland Study Area Lower Creek HUC 0305010107 S 4 3803 Eller Court Duke Energy Carolinas Caldwell County, NC July 2023 ¯ 0 17587.5 Feet Figure 7 Page Number: 1-8 WOUS Map Legend LatLong DataPoints Culvert Intermittent Stream Perennial Stream PEM Wetland Study Area Lower Creek HUC 0305010107 S5 3803 Eller Court Duke Energy Carolinas Caldwell County, NC July 2023 ¯ 0 17587.5 Feet Figure 7 Page Number: 1-9 WOUS Map Legend LatLong DataPoints Culvert Intermittent Stream Perennial Stream PEM Wetland Study Area Lower Creek HUC 0305010107 35.835876, -81.631798 3803 Eller Court Duke Energy Carolinas Caldwell County, NC July 2023 ¯ 0 17587.5 Feet Figure 7 Page Number: 1-10 WOUS Map Legend LatLong DataPoints Culvert Intermittent Stream Perennial Stream PEM Wetland Study Area Lower Creek HUC 0305010107 35.835876, -81.631798 3803 Eller Court Duke Energy Carolinas Caldwell County, NC July 2023 ¯ 0 1,000500 Feet Figure 8 County Soil Survey Caldwell County, 1989 Legend Study Area Lower Creek HUC 0305010107 Project/Site:Sampling Date: Applicant/Owner:State:Sampling Point: Investigator(s): Landform (hillside, terrace, etc.): Subregion (LRR or MLRA):Lat:Long: Soil Map Unit Name: X Are Vegetation X , Soil , or Hydrology Yes X Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. X No X No X X No X X X X Yes X Yes X Yes X X U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Eastern Mountains and Piedmont Region See ERDC/EL TR-12-9; the proponent agency is CECW-CO-R OMB Control #: 0710-0024, Exp:11/30/2024 Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Microtopographic Relief (D4) FAC-Neutral Test (D5) Inundation Visible on Aerial Imagery (B7) Water-Stained Leaves (B9) Aquatic Fauna (B13) Algal Mat or Crust (B4) Wetland Hydrology Present? Stunted or Stressed Plants (D1) NoYes No No Water Table Present? Primary Indicators (minimum of one is required; check all that apply)Surface Soil Cracks (B6) Sparsely Vegetated Concave Surface (B8) Drainage Patterns (B10) Moss Trim Lines (B16) Dry-Season Water Table (C2) Crayfish Burrows (C8) Surface Water (A1) High Water Table (A2) Saturation (A3) Water Marks (B1) Wetland Hydrology Indicators: True Aquatic Plants (B14) Saturation Visible on Aerial Imagery (C9) Secondary Indicators (minimum of two required) Maintained transmission line right-of-way. HYDROLOGY Geomorphic Position (D2) Shallow Aquitard (D3) Hydrogen Sulfide Odor (C1) Oxidized Rhizospheres on Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) Thin Muck Surface (C7) Other (Explain in Remarks) Iron Deposits (B5) City/County:3803 Eller Ct Caldwell County WA-up 7/05/2023 Duke Energy Distribution NC No Section, Township, Range:C. Inscore / M. Paris 2convexSlope Datum: WGS 84-81.61435235.849721LRR P, MLRA 136 PSSNWI classification:CnA - Codorus loam, 0 to 2 percent slopes, frequently flooded Slope (%):Local relief (concave, convex, none): Yes NoAre climatic / hydrologic conditions on the site typical for this time of year?(If no, explain in Remarks.) significantly disturbed? naturally problematic? Are “Normal Circumstances” present? (If needed, explain any answers in Remarks.) Remarks: Is the Sampled AreaYes Yes Yes Hydric Soil Present? Hydrophytic Vegetation Present? Wetland Hydrology Present? Nowithin a Wetland?Yes Sediment Deposits (B2) Drift Deposits (B3) Remarks: Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: 2 1 Depth (inches): Depth (inches): Depth (inches): No Saturation Present? (includes capillary fringe) Surface Water Present? Field Observations: ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 Sampling Point: (Plot size: 1. 2. 3. 4. 5. 6.(A/B) 7. 50% of total cover:20% of total cover:x 1 = Sapling/Shrub Stratum (Plot size:x 2 = 1.x 3 = 2.x 4 = 3.x 5 = 4.Column Totals:(B) 5. 6. 7. 8.X 9.X 4 - Morphological Adaptations1 (Provide supporting 50% of total cover:20% of total cover: Herb Stratum (Plot size: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 50% of total cover:20% of total cover: Woody Vine Stratum (Plot size: 1. 2. 3. 4. 5. 50% of total cover:20% of total cover:Yes X X =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) )10 =Total Cover FACW FACW No 1 - Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% VEGETATION (Four Strata)– Use scientific names of plants. 5 No 0 5 60 Multiply by: 244 2.18Prevalence Index = B/A = OBL 122 FACU No FACW Prevalence Index worksheet: Total % Cover of: 0 15 (A) (B) (A) No 5 2460 11 30 Definitions of Four Vegetation Strata: Woody Vine – All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? =Total Cover Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. 10 ) 22 Yes20 Salix nigra 5 80 Impatiens capensis Persicaria bicornis Woodwardia areolata 2 120 Rubus argutus Juncus effusus Tree Stratum ) =Total Cover 30 ) Indicator Status Dominant Species? Yes 20 15 FACW OBL species FACW species FAC species Sapling/Shrub – Woody plants, excluding vines, less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Absolute % Cover 100.0% Percent of Dominant Species That Are OBL, FACW, or FAC: 3 - Prevalence Index is ≤3.01 data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation1 (Explain) No WA-up 2 2 FACU species UPL species Hydrophytic Vegetation Indicators: 0 309 0 142 Total Number of Dominant Species Across All Strata: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 X X Depth (inches):X X Sampling Point: Yes Restrictive Layer (if observed): Remarks: Hydric Soil Present? Type: Histosol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) Loc2 80 Loamy/Clayey Loamy/Clayey 95 C Color (moist) Matrix C10YR 4/1 7.5YR 3/2 7.5YR 3/4 10YR 4/42-12 0-2 WA-upSOIL Type1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Redox FeaturesDepth (inches)Color (moist)Remarks 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. % Depleted Below Dark Surface (A11) Thick Dark Surface (A12) Sandy Mucky Mineral (S1) Sandy Redox (S5) % M20 Texture 5 PL Stripped Matrix (S6) Iron-Manganese Masses (F12)(LRR N,Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, Umbric Surface (F13)(MLRA 122, 136) Piedmont Floodplain Soils (F19)(MLRA 148) Sandy Gleyed Matrix (S4)MLRA 136) Dark Surface (S7)unless disturbed or problematic.Red Parent Material (F21) (MLRA 127, 147, 148) No Hydric Soil Indicators: Polyvalue Below Surface (S8)(MLRA 147, 148) Thin Dark Surface (S9)(MLRA 147, 148) Loamy Gleyed Matrix (F2) Redox Dark Surface (F6) Redox Depressions (F8) Loamy Mucky Mineral (F1)(MLRA 136) Depleted Matrix (F3) Depleted Dark Surface (F7) 2 cm Muck (A10)(MLRA 147) Coast Prairie Redox (A16) Indicators for Problematic Hydric Soils3: (MLRA 147, 148) Piedmont Floodplain Soils (F19) (MLRA 136, 147) Very Shallow Dark Surface (F22) Red Parent Material (F21) (outside MLRA 127, 147, 148) 2 cm Muck (A10)(LRR N) ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 Project/Site:Sampling Date: Applicant/Owner:State:Sampling Point: Investigator(s): Landform (hillside, terrace, etc.): Subregion (LRR or MLRA):Lat:Long: Soil Map Unit Name: X Are Vegetation X , Soil , or Hydrology Yes X Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. No No X NoX Yes X Yes X Yes X X U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Eastern Mountains and Piedmont Region See ERDC/EL TR-12-9; the proponent agency is CECW-CO-R OMB Control #: 0710-0024, Exp:11/30/2024 Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Microtopographic Relief (D4) FAC-Neutral Test (D5) Inundation Visible on Aerial Imagery (B7) Water-Stained Leaves (B9) Aquatic Fauna (B13) Algal Mat or Crust (B4) Wetland Hydrology Present? Stunted or Stressed Plants (D1) NoYes No No Water Table Present? Primary Indicators (minimum of one is required; check all that apply)Surface Soil Cracks (B6) Sparsely Vegetated Concave Surface (B8) Drainage Patterns (B10) Moss Trim Lines (B16) Dry-Season Water Table (C2) Crayfish Burrows (C8) Surface Water (A1) High Water Table (A2) Saturation (A3) Water Marks (B1) Wetland Hydrology Indicators: True Aquatic Plants (B14) Saturation Visible on Aerial Imagery (C9) Secondary Indicators (minimum of two required) Maintained transmission line right-of-way. HYDROLOGY Geomorphic Position (D2) Shallow Aquitard (D3) Hydrogen Sulfide Odor (C1) Oxidized Rhizospheres on Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) Thin Muck Surface (C7) Other (Explain in Remarks) Iron Deposits (B5) City/County:3803 Eller Ct Caldwell County WA-up 7/05/2023 Duke Energy Distribution NC No Section, Township, Range:C. Inscore / M. Paris 2convexSlope Datum: WGS 84-81.61435235.849721LRR P, MLRA 136 UplandNWI classification:PaB - Pfafftown loam, 2 to 6 percent slopes, rarely flooded Slope (%):Local relief (concave, convex, none): Yes NoAre climatic / hydrologic conditions on the site typical for this time of year?(If no, explain in Remarks.) significantly disturbed? naturally problematic? Are “Normal Circumstances” present? (If needed, explain any answers in Remarks.) Remarks: Is the Sampled AreaYes Yes Yes Hydric Soil Present? Hydrophytic Vegetation Present? Wetland Hydrology Present? Nowithin a Wetland?Yes Sediment Deposits (B2) Drift Deposits (B3) Remarks: Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Depth (inches): Depth (inches): Depth (inches): No Saturation Present? (includes capillary fringe) Surface Water Present? Field Observations: ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 Sampling Point: (Plot size: 1. 2. 3. 4. 5. 6.(A/B) 7. 50% of total cover:20% of total cover:x 1 = Sapling/Shrub Stratum (Plot size:x 2 = 1.x 3 = 2.x 4 = 3.x 5 = 4.Column Totals:(B) 5. 6. 7. 8. 9. 4 - Morphological Adaptations1 (Provide supporting 50% of total cover:20% of total cover: Herb Stratum (Plot size: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 50% of total cover:20% of total cover: Woody Vine Stratum (Plot size: 1. 2. 3. 4. 5. 50% of total cover:20% of total cover:Yes X5 =Total Cover10 Toxicodendron radicans 5 Yes Yes FACU Remarks: (Include photo numbers here or on a separate sheet.) )10 =Total Cover FACU UPL Yes 2 1 - Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% VEGETATION (Four Strata)– Use scientific names of plants. 0 21 0 80 Multiply by: 0 4.45Prevalence Index = B/A = 0 Yes FACU Prevalence Index worksheet: Total % Cover of: 7 20 (A) (B) (A) 9 24 23 30 Definitions of Four Vegetation Strata: Woody Vine – All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? FAC =Total Cover Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. 10 ) Parthenocissus quinquefolia 45 No Yes 5 2 Rudbeckia hirta Lespedeza bicolor 30Graminea spp.UPL Pteridium aquilinum 10 7 Eutrochium purpureum Tree Stratum ) =Total Cover 30 ) Indicator Status Dominant Species? Yes 5 FAC OBL species FACW species FAC species 5 Sapling/Shrub – Woody plants, excluding vines, less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Absolute % Cover 33.3% Percent of Dominant Species That Are OBL, FACW, or FAC: 3 - Prevalence Index is ≤3.01 data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation1 (Explain) No WA-up 2 6 FACU species UPL species Hydrophytic Vegetation Indicators: 175 276 35 62 Total Number of Dominant Species Across All Strata: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 Depth (inches):X Sampling Point: Yes Restrictive Layer (if observed): Remarks: Hydric Soil Present? Type: Histosol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) Loc2 Loamy/Clayey100 Color (moist) Matrix 7.5YR 6/80-12 WA-upSOIL Type1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Redox FeaturesDepth (inches)Color (moist)Remarks 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. % Depleted Below Dark Surface (A11) Thick Dark Surface (A12) Sandy Mucky Mineral (S1) Sandy Redox (S5) % Sandy loam Texture Stripped Matrix (S6) Iron-Manganese Masses (F12)(LRR N,Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, Umbric Surface (F13)(MLRA 122, 136) Piedmont Floodplain Soils (F19)(MLRA 148) Sandy Gleyed Matrix (S4)MLRA 136) Dark Surface (S7)unless disturbed or problematic.Red Parent Material (F21) (MLRA 127, 147, 148) No Hydric Soil Indicators: Polyvalue Below Surface (S8)(MLRA 147, 148) Thin Dark Surface (S9)(MLRA 147, 148) Loamy Gleyed Matrix (F2) Redox Dark Surface (F6) Redox Depressions (F8) Loamy Mucky Mineral (F1)(MLRA 136) Depleted Matrix (F3) Depleted Dark Surface (F7) 2 cm Muck (A10)(MLRA 147) Coast Prairie Redox (A16) Indicators for Problematic Hydric Soils3: (MLRA 147, 148) Piedmont Floodplain Soils (F19) (MLRA 136, 147) Very Shallow Dark Surface (F22) Red Parent Material (F21) (outside MLRA 127, 147, 148) 2 cm Muck (A10)(LRR N) ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 NC DWQ Stream Identification Form Version 4.11 Date: Project/Site: Latitude: Evaluator: County: Longitude: Total Points: Stream is at least intermittent if ≥ 19 or perennial if ≥ 30* Stream Determination (circle one) Ephemeral Intermittent Perennial Other e.g. Quad Name: A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong 1a. Continuity of channel bed and bank 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In-channel structure: ex. riffle-pool, step-pool, ripple-pool sequence 0 1 2 3 4. Particle size of stream substrate 0 1 2 3 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 1 2 3 9. Grade control 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel No = 0 Yes = 3 a artificial ditches are not rated; see discussions in manual B. Hydrology (Subtotal = _________) 12. Presence of Baseflow 0 1 2 3 13. Iron oxidizing bacteria 0 1 2 3 14. Leaf litter 1.5 1 0.5 0 15. Sediment on plants or debris 0 0.5 1 1.5 16. Organic debris lines or piles 0 0.5 1 1.5 17. Soil-based evidence of high water table? No = 0 Yes = 3 C. Biology (Subtotal = _________) 18. Fibrous roots in streambed 3 2 1 0 19. Rooted upland plants in streambed 3 2 1 0 20. Macrobenthos (note diversity and abundance) 0 1 2 3 21. Aquatic Mollusks 0 1 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 0.5 1 1.5 25. Algae 0 0.5 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 *perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Sketch: 7/05/2023 3803 Eller Ct C. Inscore / M. Paris Caldwell Drexel 35.849721 -81.614352 S2 7 6 6 19 NC DWQ Stream Identification Form Version 4.11 Date: Project/Site: Latitude: Evaluator: County: Longitude: Total Points: Stream is at least intermittent if ≥ 19 or perennial if ≥ 30* Stream Determination (circle one) Ephemeral Intermittent Perennial Other e.g. Quad Name: A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong 1a. Continuity of channel bed and bank 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In-channel structure: ex. riffle-pool, step-pool, ripple-pool sequence 0 1 2 3 4. Particle size of stream substrate 0 1 2 3 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 1 2 3 9. Grade control 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel No = 0 Yes = 3 a artificial ditches are not rated; see discussions in manual B. Hydrology (Subtotal = ______) 12. Presence of Baseflow 0 1 2 3 13. Iron oxidizing bacteria 0 1 2 3 14. Leaf litter 1.5 1 0.5 0 15. Sediment on plants or debris 0 0.5 1 1.5 16. Organic debris lines or piles 0 0.5 1 1.5 17. Soil-based evidence of high water table? No = 0 Yes = 3 C. Biology (Subtotal = _________) 18. Fibrous roots in streambed 3 2 1 0 19. Rooted upland plants in streambed 3 2 1 0 20. Macrobenthos (note diversity and abundance) 0 1 2 3 21. Aquatic Mollusks 0 1 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 0.5 1 1.5 25. Algae 0 0.5 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 *perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Sketch: 7/05/2023 3803 Eller Ct C. Inscore / M. Paris Caldwell Drexel 35.849721 -81.614352 S3 13.5 8.5 6.5 19 NC DWQ Stream Identification Form Version 4.11 Date: Project/Site: Latitude: Evaluator: County: Longitude: Total Points: Stream is at least intermittent if ≥ 19 or perennial if ≥ 30* Stream Determination (circle one) Ephemeral Intermittent Perennial Other e.g. Quad Name: A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong 1a. Continuity of channel bed and bank 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In-channel structure: ex. riffle-pool, step-pool, ripple-pool sequence 0 1 2 3 4. Particle size of stream substrate 0 1 2 3 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 1 2 3 9. Grade control 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel No = 0 Yes = 3 a artificial ditches are not rated; see discussions in manual B. Hydrology (Subtotal = ______) 12. Presence of Baseflow 0 1 2 3 13. Iron oxidizing bacteria 0 1 2 3 14. Leaf litter 1.5 1 0.5 0 15. Sediment on plants or debris 0 0.5 1 1.5 16. Organic debris lines or piles 0 0.5 1 1.5 17. Soil-based evidence of high water table? No = 0 Yes = 3 C. Biology (Subtotal = _________) 18. Fibrous roots in streambed 3 2 1 0 19. Rooted upland plants in streambed 3 2 1 0 20. Macrobenthos (note diversity and abundance) 0 1 2 3 21. Aquatic Mollusks 0 1 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 0.5 1 1.5 25. Algae 0 0.5 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 *perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Sketch: 7/05/2023 3803 Eller Ct C. Inscore / M. Paris Caldwell Drexel 35.849721 -81.614352 S5 15.5 8.5 6.5 30.5 PHOTOGRAPH LOG Client/Project Name: Duke Energy Distribution Site Location: 3803 Eller Ct Project No. 60710695 Photo No. 1 Date: 7/05/2023 Direction Photo Taken: Northwest Description: Representative view of Stream S1. Photo No. 2 Date: 7/05/2023 Direction Photo Taken: Northeast Description: Representative view of Wetland WA. PHOTOGRAPH LOG Client/Project Name: Duke Energy Distribution Site Location: 3803 Eller Ct Project No. 60710695 Photo No. 3 Date: 7/05/2023 Direction Photo Taken: Northeast Description: Representative view of upland data point for WA. Photo No. 4 Date: 7/05/2023 Direction Photo Taken: Northeast Description: Representative view of Stream S2 (intermittent). PHOTOGRAPH LOG Client/Project Name: Duke Energy Distribution Site Location: 3803 Eller Ct Project No. 60710695 Photo No. 5 Date: 7/05/2023 Direction Photo Taken: South Description: Representative view of Stream S3. Photo No. 6 Date: 7/05/2023 Direction Photo Taken: Southeast Description: Representative view of stream S4. PHOTOGRAPH LOG Client/Project Name: Duke Energy Distribution Site Location: 3803 Eller Ct Project No. 60710695 Photo No. 7 Date: 7/05/2023 Direction Photo Taken: East Description: Representative view of Stream S5.