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HomeMy WebLinkAbout20191512 Ver 1_More Info Received_20200428Strickland, Bev From: paul headwaterenvironmental.com <paul@headwaterenvironmental.com> Sent: Tuesday, April 28, 2020 12:17 PM To: Johnson, Alan; Roden Reynolds, Bryan K CIV (US) Subject: [External] Village at Rocky River Attachments: Site Plans.April-2020.Wetlands Exhibit Maps.pdf, PCN Submission_4-28-20.pdf • External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to OFo?Wm@nc.gov Welp, it took the client months and months to revise the site plans. We finally received the updated drawings today. One of the key revisions was a depiction of a lateral culvert, providing drainage under the road for Wetland Area A. Also, the plan view provides more details, such BMP locations. A pdf copy is attached for your records. Paul Pascarosa, President Headwater Environmental, Inc. [headwaterenvironmental.coml — Linkedln [linkedin.coml 1844 Sir Tyler Drive, Wilmington, NC 28405 Ph: 910-777-3908 Fax: 910-239-8878 MIDMsion of Water Resources Pre -Construction Notification (PCN) Form For Nationwide Permits and Regional General Permits (along with corresponding Water Quality Certifications) April 11, 2020 Ver 3.1 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. Also, if at any point you wish to print a copy of the E-PCN, all you need to do is right -click on the document and you can print a copy of the form. Below is a link to the online help file. https:Hedocs.deq.nc.gov/WaterResources/O/edoc/624704/PCN%2OHelp%2OFile%202018-1-30.pdf A. Processing Information County (or Counties) where the project is located: * Union Is this a NCDMS Project* Yes 4 No Click Yes, only if NCDMS is the applicant or co -applicant. Is this project a public transportation project?* Yes No This is any publicly funded by municipal,state or federal funds road, rail, airport transportation project. 1a. Type(s) of approval sought from the Corps: * Section 404 Permit (wetlands, streams and waters, Clean Water Act) Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) 1 b. What type(s) of permit(s) do you wish to seek authorization?* Nationwide Permit (NWP) Regional General Permit (RGP) Standard (IP) This form may be used to initiate the standard/individual permit process with the Corps. Please contact your Corps representative concerning submittals for standard permits. All required items that are not provided in the E-PCN can be added to the miscellaneous upload area located at the bottom of this form. 1c. Has the NWP or GP number been verified by the Corps?* Yes No Nationwide Permit (NWP) Number: 14 - Linear transportation NWP Numbers (for multiple NWPS): List all NW numbers you are applying for not on the drop down list. 1 d. Type(s) of approval sought from the DWR: * check all that apply 401 Water Quality Certification - Regular Non-404 Jurisdictional General Permit Individual 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 DWR 401 Certification: Yes No For the record only for Corps Permit: Yes No 1f. Is this an after -the -fact permit application?* Yes No 1g. 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 U No Acceptance Letter Attachment Click the upload button or drag and drop files here to attach document FILE TYPE MUST BE PDF 1 h. Is the project located in any of NC's twenty coastal counties?* Yes No 1 j. Is the project located in a designated trout watershed?* Yes No Link to trout information: http://www.saw.usace.army.miI/Missions/Regulatory-Permit-Program/Agency- Coordination/Trout.aspx B. Applicant Information 1 a. Who is the Primary Contact?* Nicholas Parker 1 b. Primary Contact Email: * nrparker@amicuseng.com 1 d. Who is applying for the permit?* Owner (Check all that apply) 1 e. Is there an Agent/Consultant for this project? * Yes No 2. Owner Information 2a. Name(s) on recorded deed: * Harris Teeter Properties, LLC a North Carolina LLC 1 c. Primary Contact Phone:* (xxx)xxx-xxxx (704)902-5771 Applicant (other than owner) 2b. Deed book and page no.: 3830/784 2c. Responsible party: (for Corporations) Harris Teeter Properties, LLC 2d. Address* Street Address 701 Crestdale Road Address Line 2 City Matthews Postal / Zip Code 28105 2e. Telephone Number:* (xxx)xxx-xxxx (704)844-3100 2f. Fax Number: (xxx)xxx-xxxx 2g. Email Address:* rclink@amicuseng.com State / Province / Region NC Country USA 3. Applicant Information (if different from owner) 3a. Name:* Nicholas Parker 3b. Business Name: (if applicable) Green Street Land Co., LLC 3c. Address* Street Address 5615 Potter Road Address Line 2 City State / Province / Region Mathews NC Postal / Zip Code Country 28104 USA 3d. Telephone Number:* (704)902-5771 3e. Fax Number: (xxx)xxx-xxxx (xxx)xxx-xxxx 3f. Email Address:* nrparker@amicuseng.com 4. Agent/Consultant (if applicable) 4a. Name:* Nick Creidler 4b. Business Name: (if applicable) Headwater Environmental, Inc. 4c. Address* Street Address 1844 Sir Tyler Drive Address Line 2 City State / Province / Region Wilmington NC Postal / Zip Code Country 28405 New Hanover 4d. Telephone Number:* (910)777-8386 4e. Fax Number: (xxx)xxx-xxxx (xxx)xxx-xxxx 4f. Email Address:* nick@headwaterenvironmental.com Agent Authorization Letter* Please provide the Agent Authorization Letter if you are submitting this document. 134f.Agent Authorization Letter.pdf FILE TYPE MUST BE PDF 73.4KB C. Project Information and Prior Project History 1. Project Information 1 a. Name of project:* Village at Rocky River 1 b. Subdivision name: (if appropriate) Village at Rocky River 1c. Nearest municipality / town:* Monroe 2. Project Identification 2a. Property Identification Number: 2b. Property size: (tax PIN or parcel ID) (in acres) 09348013A; 09348013B 55.07 2c. Project Address Street Address Rocky River Road Address Line 2 City State / Province / Region Monroe NC Postal / Zip Code Country 28110 Union 2d. Site coordinates in decimal degrees Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey -grade GPS device) after the decimal place as appropriate, based on how the location was determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.) Latitude: * Longitude: * 34.990132-80.610546 ex: 34.208504-77.796371 3. Surface Waters 3a. Name of the nearest body of water to proposed project: * Bearskin Creek 3b. Water Resources Classification of nearest receiving water: C Surface Water Lookup 3c. What river basin(s) is your project located in?* Yadkin-PeeDee 3d. Please provide the 12-digit HUC in which the project is located. * IIi�11�[IjiY11ii1�J River Basin Lookup 4. Project Description and History 4a. 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 site is currently wooded. Three wetland areas and one stream are located on site. Wetland A is located on the northern portion of the site. Wetland B is located on the southern portion of the site, abutting Stream A. Stream A has intermittent flow and drains off -site to the northwest. According to Monroe Code of Ordinances, Code §158.06, a 50-foot vegetative buffer is required along Stream A. Wetland C is located on the central portion of the site. Several mounds of dirt and vegetative debris are located throughout Wetland C. A relic logging access road severes connection between Wetland A and C. The wetland and stream locations were verified by the U.S. Army Corps of Engineers on November 27, 2018 (SAW-2006-40743). The site is situated in a developing area of Union County. An elementary school is located north of the site. Wooded land, agricultural land, and dwellings are located east of the site. Weddington Road bounds the site to the south followed by a church. North Rocky River Road bounds the site to the west. Wooded and agricultural land are located further west. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? * Yes No Unknown 4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000). SAW-2006-40743 Project History Upload Click the upload button or drag and drop files here to attach document SAW-2006-40743 (signed PJD)-signed.pdf 614.67KB File type must be PDF 4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR) Click the upload button or drag and drop files here to attach document C4d.Topo Map.pdf File type must be pdf 878.56KB 4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR) Click the upload button or drag and drop files here to attach document C4e.Printed Soil Map.pdf File type must be pdf 4f. List the total estimated acreage of all existing wetlands on the property: 1.67 acres 4g. List the total estimated linear feet of all existing streams on the property: (intermittent and perennial) 950 feet 4h. Explain the purpose of the proposed project: * The proposed project involves construction of a residential subdivision consisting of single-family homes. As the population of Union County continues to grow, new affordable housing accommodations are needed to keep up with an increasing population. The proposed subdivision is designed to accommodate and attract middle income families. Access to the proposed subdivision shall be located on the north site of Weddington Road and on the east side of North Rocky River Road. 4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: * The proposed project includes development of a 184-lot residential subdivision consisting of single-family homes. A community center and pool shall be located on the central portion of the site. Minor impacts are proposed at Wetland Area A. The proposed residential development will avoid Wetland Areas B, C, and Stream A. There will be two access points to the proposed subdivision. The access roads will extend north from Weddington Road and east from North Rocky River Road, respectively. Proposed development of an improved road on the northern portion of site will result in 0.084 acre of wetland impacts. The proposed road crossing shall provide neighborhood continuity and access to residential units. A stormwater BMP is designed on the west side of Wetland Area A. 24" reinforced concrete pipe (RFP) shall be used to convey stormwater from the proposed development to the BMP. The RFP piping will discharge directly to the BMP. The BMP shall discharge to an 18" RCP that will be tied in to existing stormwater infrastructure associated with the adjacent school to the north. Timbering of the site will utilize heavy machinery and chainsaws to clear the project areas for development. Bulldozers, backhoes, and excavators will be used in the grading of the site, building of the BMPs, and other aspects associated with the development of a residential subdivision. Additionally, pick-up trucks will be utilized on site by contractors and construction workers. 4j. Please upload project drawings for the proposed project. Click the upload button or drag and drop files here to attach document Survey and Former Site Plans.pdf 663.82KB Site Plans.01-22-2020.Wetlands Exhibit Maps.pdf 691.93KB Site Plans.April-2020.Wetland s Exhibit Maps.pdf 734.66KB File type must be pdf 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* Yes No Unknown Comments: Wetland delineation completed by Headwater Environmental in September 2018. 5b. If the Corps made a jurisdictional determination, what type of determination was made?* Preliminary Approved Corps AID Number: Example: SAW-2017-99999 SAW-2006-40743 Not Verified Unknown N/A 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: Paul Pascarosa; Nick Creidler Headwater Environmental, Inc. 5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR. PJD (SAW-2006-40743) issued by Bryan Roden Reynolds of the USACE on November 27, 2018. Site visit with Alan Johnson, November 26, 2018. 5d1. Jurisdictional determination upload Click the upload button or drag and drop files here to attach document SAW-2006-40743 (signed PJD)-signed.pdf 614.67KB File type must be PDF 6. Future Project Plans 6a. Is this a phased project?* Yes No 7b. If yes, explain. Development of the residential subdivision will consist of three (3) phases. By building in phases, the developer is managing their budget by ensuring completed houses sell before they invest in building new houses within the proposed subdivision. Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? This includes other separate and distant crossing for linear projects that require Department of the Army authorization but don't require pre - construction notification. D. Proposed Impacts Inventory 1. Impacts Summary la. Where are the impacts associated with 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. "W." will be used in the table below to represent the word "wetland". 2a. Site #* ('> 2a1 Reason* M 2b. Impact type* M 2c. Type of W. * 2d. W. name* 2e. Forested 2f. Type of Jurisdicition* M 2g. Impact area F Street P Pine Flat Wetland A Yes Corps 0.084 (acres) 2g. Total Temporary Wetland Impact 0.000 2g. Total Permanent Wetland Impact 0.084 2g. Total Wetland Impact 0.084 2h. Comments: Permanent wetland impacts are associated with fill needed to build a road on the northern portion of the site. The road shall provide neighbor continuity for the eastern and western portions of the subdivision. The proposed road will ease vehicle traffic on other streets within the development. E. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: * The current site plans were designed to specifically to avoid and minimize impacts to Waters of the U.S. In 2006, the USACE determined there were no Waters of the U.S. within the site boundary (same action ID as current JD). In August 2018, site plans were designed based around the 2006 JD. Therefore, the original site plans for this project were designed without regard to wetland resources. After a preliminary site reconnaissance by the permittee, potential Waters of the U.S. were observed. Headwater was retained to perform a wetland delineation in September 2018. We identified and mapped 1.69 acres of wetland and 950 feet of stream. The wetland delineation was approved by the Army Corps of Engineers on November 27, 2018. Therefore, in retrospect, the original site plans included over 1.5 acres of wetland impacts, and approximately 100 feet of stream impacts. Streets and residential lots were located through Wetland Areas A, B and C, plus a road crossing was designed through Stream A and its associated 50-foot buffer. A third access point to the subdivision was located on the east side of Rocky River Road. In August 2019, the site plans eliminated the stream crossing, altered the road design, and minimized lot size. These site plans depicted a residential lot and a stormwater BMP throughout Wetland Areas A. The stormwater BMP was added to the northern portion of the site, within the footprint of Wetland A. This area was originally selected due to its lower topographic position (i.e. water flows downhill). Permanent impacts to Wetland Area A were minimized to 0.44-acre. In addition to payment into a mitigation bank, a proposition was made to restore Wetland C which included removing relic fill material, restoring the disturbed area to grade, and planting native species. After review of mitigation options and potential restoration efforts, further avoidance and minimization efforts were implemented. The current site plans relocated the proposed BMP to the west of Wetland Area A, and open green space acreage was reduced to accommodate for residential lots. Wetland impacts have been limited to a single road crossing. The proposed project has minimized wetland impacts to a total of 0.084-acre. The permanent wetland impacts are to allow for a road that connects lots on the northern portion of the site. A mitigation plan has been eliminated from this proposed action since total impacts are less than 0.10- acre. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: * Silt fencing will be installed prior to construction along the perimeter of the wetlands and stream to minimize sedimentation into these resources. 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 this project DOES NOT require Compensatory Mitigation, explain why: Permanent wetland impacts are less than 0.10-acre. Therefore, compensatory mitigation is not required. NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS website. F. Stormwater Management and Diffuse Flow Plan (required by DWR) *** Recent changes to the stormwater rules have required updates to this section .*** 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 For a list of options to meet the diffuse flow requirements, click here. If no, explain why: City of Monroe buffers apply to the intermittent stream. Monroe Code of Ordinances, Code §158.06 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* Yes No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? * Yes No To look up low density requirement click here 15A NCAC 02H .1003(2). 2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program? * Yes am N/A - project disturbs < 1 acre Hint: projects that have vested rights, exemptions, or grandfathering from state or locally implemented stormwater programs or projects that satisfy state or locally -implemented stormwater programs through use of community in -lieu programs should answer no to this question. 2d. Which of the following stormwater management program(s) apply (check all that apply): * Local Government State If you have a local government approval please include the SMP on their overall impact map. Local Government Stormwater Programs* Phase II NSW USMP Water Supply Please identify which local government stormwater program you are using. * City of Monroe Comments: Stormwater management plan will be submitted to City of Monroe for review. G. Supplementary Information 1. Environmental Documentation la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?* Yes No 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)? * Yes No 3. Cumulative Impacts (DWR 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 "no," provide a short narrative description. The site surrounded by a school to the north, private land to the east, a church and gas station to the south, and a road followed by agricultural land to the west. Additional development is not anticipated. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project? * Yes No N/A 4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a treatment plant, list the capacity available at that plant. City sewer services 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. Asheville 5d. Is another Federal agency involved?* Yes 5e. Is this a DOT project located within Division's 1-8?* Yes No Unknown 5f. Will you cut any trees in order to conduct the work in waters of the U.S.?* Yes No 5g. Does this project involve bridge maintenance or removal?* Yes No Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf 5h. Does this project involve the construction/installation of a wind turbine(s)?** Yes No 5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?* Yes No 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?* Headwater performed a Biological Assessment of the site, refer to attachment. Consultation Documentation Upload Click the upload button or drag and drop files here to attach document File type must be PDF 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* Yes No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? * NOAA Essential Fish Habitat Mapper 7. Historic or Prehistoric Cultural Resources (Corps Requirement) Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http://gis.ncdcr.gov/hpoweb/ 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?* North Carolina State Historic Preservation Office HPOWEB GIS Service 7c. Historic or Prehistoric Information Upload Click the upload button or drag and drop files here to attach document G7c.SHPO Map.pdf File must be PDF 599.8KB 8. Flood Zone Designation (Corps Requirement) Link to the FEMA Floodplain Maps: https:Hmsc.fema.gov/portal/search 8a. Will this project occur in a FEMA-designated 100-year floodplain? * Yes No 8c. What source(s) did you use to make the floodplain determination?* FEMA Online Flood Service Center: Map Panel # 3710541500J dated October 16, 2008. Miscellaneous Comments Miscellaneous attachments not previously requested. Click the upload button or drag and drop files here to attach document File must be PDF or KMZ Signature By checking the box and signing below, I certify that: ■ 1 have given true, accurate, and complete information on this form; ■ 1 agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); ■ 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"); ■ I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND ■ I intend to electronically sign and submit the PCN form. Full Name:* Nicholas Creidler Signature* Date 4/28/2020 PCN Sections Village at Rocky River Section C4a. The site is currently wooded. Three wetland areas and one stream are located on site. Wetland A is located on the northern portion of the site. Wetland B is located on the southern portion of the site, abutting Stream A. Stream A has intermittent flow and drains off -site to the northwest. According to Monroe Code of Ordinances, Code §158.06, a 50-foot vegetative buffer is required along Stream A. Wetland C is located on the central portion of the site. Several mounds of dirt and vegetative debris are located throughout Wetland C. A relic logging access road severes connection between Wetland A and C. The wetland and stream locations were verified by the U.S. Army Corps of Engineers on November 27, 2018 (SAW-2006-40743). The site is situated in a developing area of Union County. An elementary school is located north of the site. Wooded land, agricultural land, and dwellings are located east of the site. Weddington Road bounds the site to the south followed by a church. North Rocky River Road bounds the site to the west. Wooded and agricultural land are located further west. Section C4h. The proposed project involves construction of a residential subdivision consisting of single-family homes. As the population of Union County continues to grow, new affordable housing accommodations are needed to keep up with an increasing population. The proposed subdivision is designed to accommodate and attract middle income families. Access to the proposed subdivision shall be located on the north site of Weddington Road and on the east side of North Rocky River Road. Section C4i. The proposed project includes development of a 184-lot residential subdivision consisting of single-family homes. A community center and pool shall be located on the central portion of the site. Minor impacts are proposed at Wetland Area A. The proposed residential development will avoid Wetland Areas B, C, and Stream A. There will be two access points to the proposed subdivision. The access roads will extend north from Weddington Road and east from North Rocky River Road, respectively. Proposed development of an improved road on the northern portion of site will result in 0.084 acre of wetland impacts. The proposed road crossing shall provide neighborhood continuity and access to residential units. A stormwater BMP is designed on the west side of Wetland Area A. 24" reinforced concrete pipe (RFP) shall be used to convey stormwater from the proposed development to the BMP. The RFP piping will discharge directly to the BMP. The BMP shall discharge to an 18" RCP that will be tied in to existing stormwater infrastructure associated with the adjacent school to the north. Timbering of the site will utilize heavy machinery and chainsaws to clear the project areas for development. Bulldozers, backhoes, and excavators will be used in the grading of the site, building of the BMPs, and other aspects associated with the development of a residential subdivision. Additionally, pick-up trucks will be utilized on site by contractors and construction workers. Section C61b. Development of the residential subdivision will consist of three (3) phases. By building in phases, the developer is managing their budget by ensuring completed houses sell before they invest in building new houses within the proposed subdivision. Section D21h. Permanent wetland impacts are associated with fill needed to build a road on the northern portion of the site. The road shall provide neighbor continuity for the eastern and western portions of the subdivision. The proposed road will ease vehicle traffic on other streets within the development. Section Eta. The current site plans were designed to specifically to avoid and minimize impacts to Waters of the U.S. In 2006, the USACE determined there were no Waters of the U.S. within the site boundary (same action ID as current JD). In August 2018, site plans were designed based around the 2006 JD. Therefore, the original site plans for this project were designed without regard to wetland resources. After a preliminary site reconnaissance by the permittee, potential Waters of the U.S. were observed. Headwater was retained to perform a wetland delineation in September 2018. We identified and mapped 1.69 acres of wetland and 950 feet of stream. The wetland delineation was approved by the Army Corps of Engineers on November 27, 2018. Therefore, in retrospect, the original site plans included over 1.5 acres of wetland impacts, and approximately 100 feet of stream impacts. Streets and residential lots were located through Wetland Areas A, B and C, plus a road crossing was designed through Stream A and its associated 50-foot buffer. A third access point to the subdivision was located on the east side of Rocky River Road. In August 2019, the site plans eliminated the stream crossing, altered the road design, and minimized lot size. These site plans depicted a residential lot and a stormwater BMP throughout Wetland Areas A. The stormwater BMP was added to the northern portion of the site, within the footprint of Wetland A. This area was originally selected due to its lower topographic position (i.e. water flows downhill). Permanent impacts to Wetland Area A were minimized to 0.44-acre. In addition to payment into a mitigation bank, a proposition was made to restore Wetland C which included removing relic fill material, restoring the disturbed area to grade, and planting native species. After review of mitigation options and potential restoration efforts, further avoidance and minimization efforts were implemented. The current site plans relocated the proposed BMP to the west of Wetland Area A, and open green space acreage was reduced to accommodate for residential lots. Wetland impacts have been limited to a single road crossing. The proposed project has minimized wetland impacts to a total of 0.084-acre. The permanent wetland impacts are to allow for a road that connects lots on the northern portion of the site. A mitigation plan has been eliminated from this proposed action since total impacts are less than 0.10-acre. Section E1 b. Silt fencing will be installed prior to construction along the perimeter of the wetlands and stream to minimize sedimentation into these resources. Section G3b. Additional development is not anticipated. The site is bounded on three sides by roadways and/or a school. Additional surrounding areas are occupied by a church, gas station, or in an agricultural or rural residential setting. Jurisdictional Determination Request UNNOMMMMEN D. PROPERTY ACCESS CERTIFICATION',' 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. 13 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 Additionally, by signing this document, I Capacity: ❑✓ Owner ❑Authorized Agents authorize Headwater Environmental, Inc. to c7 �1e %Z serve as my agent regarding the wetland Date Si assessment. E. REASON FOR Jll REQUEST: (Check as many as applicable) ❑ I intend to construct/develop a project or perform activities on this parcel which would be Q 'gned to avoid all aquatic resources. 1 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: For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E. If there are multiple parcels oNNned by different parties, please provide the following for each additional parcel on a continuation sheet. s Must provide agent authorization form/letter signed by owner(s). Version: May 2017 Page 3 Q I - 0 f. s p / O C! 64 0.. ,_• •f fV I H H fl w• �A .a �•�'u a • ul •. • i '� -� n J a� Tr 6" ms z 655 • k H • 1 -640 r. •{ t Legend 1 a ¢`- p IJ I (f ��' AQ Site boundary Feet 0 1,000 2,000 4,000 FIGURE 1 Headwater SOURCE: LOCATION MAP ENVIRONMENTAL INC. USGS 7.5-Minute Topographic Quadrangle Harris Teeter Site Monroe, North Carolina (1989) North Rocky River Road Date: 9/14/2018 Controur Interval = 10 feet Monroe, North Carolina /\ HEnv Project # 2018106A Prepared by: NJC " 1 inch = 2,000 feet Groee dng CmB Ch te8 ram? CmB TuB •f- Cm8 � - b32 M B Ry , Ming G.AJ M2 1 ' A �� .�y i r 11VVff Cm8 -� = . Lid - �.. 607 . ibB2 •- s Ff7 CmB Legend 1692 - Site boundary SOURCE: FIGURE 2 Headwater ARCHIVED SOIL SURVEY MAP ENVIRONMENTAL i N C. Natural Resources Conservation Service (NRCS) Harris Teeter Site Archived Soil Survey North Rocky River Road Date: 9/27/2018 Union County, North Carolina (1996) Monroe, North Carolina /\ HEnv Project # 2018106A Prepared by: NJC " 25 WETLANDS "A" - 25,980 SF/0.596 AC 3,659 SF/0.084 AC. PERMANENT IMPACT WETLAND "A" IMPACT DUE TO FILL ASSOCIATED WITH ROAD CROSSING COPYRIGHT © 2020. AMICUS PARTNERS, PLLC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF AMICUS PARTNERS, IS STRICTLY PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, AS APPROVED BY THE ENGINEER SHALL BE CONSIDERED TO BE VALID, TRUE COPIES. JI 19 LLa §r- II 16 116 I P. J?00&y RfVR _ (SR IOOy1'104D WETLANDS "B" 35,326 SF/0.811 AC. NO IMPACT 175 / / / %\—�— INT. STREAM I GRAPHIC SCALE m k2 WETLANDS "C" 11,602 SF/0.266 AC. NO IMPACT 250 0 125 250 500 AMICUS PARTNERS, PLLC P-1191 30 South Union Street Concord, NC 28025 P-1191 704.573.1621 Wetlands "A" Disturbance Overall Exhibit Map Village at Rocky River Project Number: 1 7- 1 7-230 l Date: 01.22.2020 Drawn By: JLM Checked By: NRP o Revisions: Seal: NOT FOR CONSTRUCTION OR RECORDATION EXHIBIT MAP ONLY C-000 AMICUS PARTNERS, _20 PLLC P-1191 30 South Union Street C 2 4 RC \ Concord, NC 28025 126 II P-1191 704.573.1621 e I Wetlands "A" Disturbance Exhibit Map WETLANDS "A" 650 O \ Village at Rocky River 3,659 SF/0.084 AC. PERMANENT IMPACT I 125 I .. . m WETLAND "A" IMPACT DUE TO � Project Number:er:17-17-230 FILL ASSOCIATED WITH ROAD CROSSING \ Date: 01.22.2020 \ cow Drawn By: AM \ IU J 4 Checked By, NRP \ — — -6— 5 — — \ 30" RCP Revisions: WETLANDS "A" - 25,980 SF \ \ J5--27- NOT FOR CONSTRUCTION OR RECORDATION EXHIBIT MAP ONLY GRAPHIC SCALE COPYRIGHT © 2020, AMICUS PARTNERS, PLLC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS 40 0 20 40 80 OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS -00 DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF AMICUS PARTNERS, IS STRICTLY PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, AS APPROVED BY THE ENGINEER SHALL BE CONSIDERED TO BE VALID, TRUE COPIES. EXISTING GRADE (WETLAND "A") HEADWALL 665 655 645 DATUM ELEV 1 635 0+00 COPYRIGHT © 2020, AMICUS PARTNERS, PLLC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF AMICUS PARTNERS, IS STRICTLY PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, AS APPROVED BY THE ENGINEER SHALL BE CONSIDERED TO BE VALID, TRUE COPIES. CATCH BASIN CB-18 RIM ELEV. = 652.58 FT INLET INVERT ELEV. = 648.49 FT OUTLET INVERT ELEV. = 648.49 FT WETLANDS "A" DISTURBANCE — CROSS SECTION HORIZONTAL GRAPHIC SCALE 1 INCH = 10 FEET 10 0 5 10 20 665 30" RCP INLET INVERT ELEV. = 648.58 FT OUTLET INVERT ELEV. = 648.49 FT LENGTH = 16.55 FT 655 SLOPE = 0.54% 645 HEADWALL 1 DATUM ELEV 0+50 635 VERTICAL GRAPHIC SCALE 1 INCH = 10 FEET 10 0 5 10 20 AMICUS PARTNERS, PLLC P-1191 30 South Union Street Concord, NC 28025 P-1191 704.573.1621 Wetlands "A" Disturbance Cross Section Village at Rocky River Project Number: Date: Drawn By: Checked By: Kev5ion5: 1 7- 1 7-230 01 .22.2020 JLM N RP Seal: NOT FOR CONSTRUCTION OR RECORDATION EXHIBIT MAP ONLY C-0021 +'•' �� J.1/\� 7�'"J'lllTp�r-1 �i 11 � ��.o ��,� � :.'•.'o,� LECSND 4J 77 ------------ ------------------ \ UNION COUNTY ! I (PARENT PARCEL) \ ! \ 09348013 \\ \ `Ji � •ate+ \ II \ OB. 4215 PG 389 \ \ 'or� `�—� \ NARAIS TEETER PROPERTIES. ilr LyC �•�'•+-r �,� \ srf �..� 093,8013 / \ j I `^ • \ ��� S` 0B. 3830 PC. 784 •+'� a \ y LOT 2 / ``�I-- J. RARRIS T-E PROPERTIES. LLC r '••� �� y� y — �����` _—�__ —_�— 1\ ` \ k t \ DB.'1R30 PC- 794 `, 213 ACRES \ all I � �- - - ..�� a �„ r ��• � :,,may'^:,.. 4611 Em11&CRM %%ft" TaLl"'waAeRnm LLC .w. T; a. w aar �r rn u n 1 /+G 'DWN faaar eery rmr ' G ae' fraw Z Y11 ee lxI saw I m I1.� n am 1aar Iw ar' !. V r m I iV u oa an' u sar nip as aua• ss>r mw a I W w CI ur Y da r3Y c. d ur v me ever ar arr ewer ur MOE �l•..w � ...«.....,ra.. � ..��.���. ^r...._.�_. r.e roam .r-------; --------- HI�.Tvrs�_' �isrr r. wlw i�a � .r. r�wTw v frr�l .O>+ayy b1P • 1 vP e� '• �' 'rFoo to 1M � A ; o { W� +t""o! 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PRELIMINARY NOT FOR CONSTRUCTION �y Overall � Site Plan CS I� C-2.0; Q PROPOSED BMP SAND FILTER SF-1 IWETLANDS "A" - 25.980 SF I PROPOSED BMP SAND FILTER SF-2 J L l L� II I ©I I�I1011©IIOII WETLANDS "A" 3,659 SF/0.084 AC. PERMANENT IMPACT WETLAND "A" IMPACT DUE TO FILL ASSOCIATED WITH ROAD CROSSING COPYRIGHT © 2020, AMICUS PARTNERS, PLLC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF AMICUS PARTNERS, IS STRICTLY PROHIBITED. ONLY ICOPIES FROM THE ORIGINAL OF THIS DOCUMENT, AS APPROVED BY THE ENGINEER SHALL BE CONSIDERED TO BE VALID, TRUE COPIES. WETLANDS "B" 35,326 SF/0.811 AC. NO IMPACT PROPOSED BMP WET DETENTION BASIN WDB-3 EXISTING DITCH L— WETLANDS "C" NO IMPACT 11,602 SF/0.266 AC. INOIMPACT GRAPHIC SCALE 250 0 125 250 500 AMICUS PARTNERS, PLLC P-1191 30 South Union Street Concord, NC 28025 P-1191 704.573.1621 Wetlands "A" Disturbance Overall Exhibit Map Village at Rocky River Project Number: 1 7-1 7-230 Date: 04. 14.2020 Drawn By: JLM Checked By: NRP Revisions: Seal: NOT FOR CONSTRUCTION OR RECORDATION EXHIBIT MAP ONLY C-0001 AMICUS PARTNERS, PLLC P-1191 30 South Union Street Concord, NC 28025 P-1191 704.573.1621 Wetlands "A" Disturbance Exhibit Map Village at Rocky River Project Number: 1 7-1 7-230 Date: 04. 14.2020 Drawn By: JLM Checked By: NRP Revisions: Seal: NOT FOR CONSTRUCTION OR RECORDATION EXHIBIT MAP ONLY C-00 I EXISTING GRADE (WETU HEADWALL - PROPOSED GRADE -\ ,ND "A") 655 I i 30" RCP INLET IN) OUTLET I LENGTH 655 SLOPE _ 645 645 DATUM ELEV DATUM ELEV 635 0+00 COPYRIGHT © 2020, AMICUS PARTNERS, PLLC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF AMICUS PARTNERS, IS STRICTLY PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, AS APPROVED BY THE ENGINEER SHALL BE CONSIDERED TO BE VALID, TRUE COPIES. WETLANDS "A" DISTURBANCE — CROSS SECTION HORIZONTAL GRAPHIC SCALE 1 INCH = 10 FEET 10 0 5 10 20 0+50 635 'ERT ELEV. = 648.58 FT WERT ELEV. = 648.26 FT = 60.20 FT 0.53% H EADWALL VERTICAL GRAPHIC SCALE 1 INCH = 10 FEET 10 0 5 10 20 AMICUS PARTNERS, PLLC P-1191 30 South Union Street Concord, NC 28025 P-1191 704.573.1621 Wetlands "A" Disturbance Cross Section Village at Rocky River Project Number: 1 7- 1 7-230 Date: 04. 1 4.2020 Drawn By: AM Checked By: NKP KeV15lon5: Seal: NOT FOR CONSTRUCTION OR RECORDATION EXHIBIT MAP ONLY C-0021 SAW-2006-40743 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2006-40743 County: Union U.S.G.S. Quad: NC- Monroe NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner: Amicus Partners, PLLC Nick Parker Address: 7140 Weddington Road, Suite 140 Concord, NC 28027 Telephone Number: 704-902-5771 E-mail: nyarker(&amicuseng.com Size (acres) 57.24 Nearest Town Monroe Nearest Waterway Bearskin Creek River Basin Upper Yadkin USGS HUC 03040105 Coordinates Latitude: 34.990132 Longitude:-80.610546 Location description: The review area is located on the east side of N. Rocky River Road; approximately 0.2 mile north of the intersection of N. Rocky River Road and Weddington Road. PINS: 09348013A and 09348013B. Reference review area description shown in Jurisdictional Determination Reauest package entitled "Figure 1. Location Mad' and Printed Date of 09/14/2018. Indicate Which of the Following Apply: A. Preliminary Determination ® There appear to be waters including wetlands, on the above described project area/property, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The waters including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 1/16/2019. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. ❑ There appear to be waters including wetlands, on the above described project area/property, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the waters including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an effective presumption of CWA/RHA jurisdiction over all of the waters including wetlands, at the project area, which is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters including wetlands, on your project area/property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. B. Approved Determination ❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ There are waters including wetlands, on the above described project area/property subject to the permit requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. SAW-2006-40743 ❑ We recommend you have the waters including wetlands, on your project area/property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. ❑ The waters including wetlands, on your project area/property have been delineated and the delineation has been verified by the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. ❑ The waters including wetlands, have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on DATE. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808-2808 to determine their requirements. Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or placement of structures, or work within navigable waters of the United States without a Department of the Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions regarding this determination and/or the Corps regulatory program, please contact Bryan Roden -Reynolds at 704-510-1440 or bryan.roden-rynolds(& usace. army.mil. C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination form dated 11/27/2018. D. Remarks: None. E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination 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 request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B. above) This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room 10M15 Atlanta, Georgia 30303-8801 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by Not applicable. **It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.** SAW-2006-40743 RO D E N Digitally signed by RODEN REYNOLDS.BRYAN.KENNETH.1263385574 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=RODEN Corps Regulatory Official: REYNOLDS.BRYAN.KENNETH.1263385574 Date:O20119.01.1809:30:54- 5'00'3385574 Date of JD: 11/27/2018 Expiration Date of JD: Not applicable The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.army.mil/cm_apex/f?p= l 36:4:0 Copy furnished: Agent: Headwater Environmental Nick Creidler Address: 1844 Sir Tyler Driver Wilmington, NC 28405 Telephone Number: 910-777-8386 E-mail: nick(&headwaterenvironmental.com SAW-2006-40743 NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: Amicus Partners, PLLC, Nick Parker File Number: SAW-2006-40743 Date: 11/27/2018 Attached is: See Section below PROFFERED PERMIT Standard Permit or Letter of ermission A RED PERMIT Standard Permit or Letter of ermission B DENIAL LAPPROVED C JURISDICTIONAL DETERMINATION D INARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at or hLtp://www.usace.gM.mil/Missions/CivilWorks/RegulatoEyProgramandPerinits.asox or the Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section I1 of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SAW-2006-40743 SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division Mr. Jason Steele, Administrative Appeal Review Officer Attn: Bryan Roden -Reynolds CESAD-PDO Charlotte Regulatory Office U.S. Army Corps of Engineers, South Atlantic Division U.S Army Corps of Engineers 60 Forsyth Street, Room 10M15 8430 University Executive Park Drive, Suite 615 Atlanta, Georgia 30303-8801 Charlotte, North Carolina 28262 Phone: (404) 562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunit to participate in all site investigations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: Bryan Roden -Reynolds, 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: 11/27/2018 B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Amicus Partners, PLLC, Nick Parker, 7140 Weddington Road, Suite 140,Concord, NC 28027 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Harris Teeter Properties, SAW- 2006-40743 D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The review area is located on the east side of N. Rocky River Road; approximately 0.2 mile north of the intersection of N. Rocky River Road and Weddington Road. PINs: 09348013A and 09348013B. Reference review area description shown in Jurisdictional Determination Request package entitled "Figure 1, Location Map" and Printed Date of 09/14/2018. (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State: NC County: Union City: Monroe Center coordinates of site (lat/long in degree decimal format): Latitude: 34.990132 Longitude:-80.610546 Universal Transverse Mercator: Name of nearest waterbody: Bearskin Creek E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: ® Field Determination. Date(s): 01/15/2019 TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY JURISDICTION. Estimated amount of Geographic authority to Type of aquatic aquatic resources in which the aquatic resource Latitude (decimal Longitude (decimal resources (i.e., Site Number review area (acreage "may be" subject (i.e., degrees) degrees) wetland vs. non- and linear feet, if Section 404 or Section wetland waters) applicable 10/404) Wetland A 34.992659 -80.611011 0.78 acre Wetland 404 Wetland B 34.987544 -80.611515 0.27 acre Wetland 404 Wetland C 34.991036 -80.610527 0.64 acre Wetland 404 Stream A 34.988252 -80.611921 950 linear feet Non -wetland 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 NVWP 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: Figures 1-6 ❑ 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 ❑ USGS NHD data. ❑ USGS 8 and 12 digit HUC maps. ® U.S. Geological Survey map(s). Cite scale & quad name: Figure 1, Location Map (7.5-Minute Topographic Quadrangle Monroe, NC Dated 1989) ® Natural Resources Conservation Service Soil Survey. Citation: Figure 2, Archived Soil Survey Map (Soil Survey of Union County Dated 1996) and Figure 3, Web Soil Survey Map (Soil Survey of Union County) ® National wetlands inventory map(s). Cite name: Figure 5, National Wetland (USFWS NWI Mapper) ❑ State/local wetland inventory map(s): ® FEMA/FIRM maps: Figure 4, FEMA Map (FEMA FIRM Panel No. 3710541500J Dated 10/16/2008) ❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) ® Photographs: ®Aerial (Name & Date): Figure 6, Wetland Delineation Map (ESRI Imagery Dated 2017) or ®Other (Name & Date): Photographs 1-6 Dated 09/26/2018 ❑ Previous determination(s). File no. and date of response letter: ® Other information (please specify): NCDWQ Stream Identification Form (Version 4.11) Dated 09/26/2018 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. RO D E N Digitally signed by RODEN REYNOLDS.BRYAN.KEN N ETH.1263385574 REYNOLDS.BRYAN.K DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=RODEN H. ENNETH.1263385574 Date:O20119.0.180930:23T05100'3385574 Signature and date of Regulatory staff member completing PJD 11/27/2018 Signature and date of person requesting PJD (REQUIRED, unless obtaining the signature is impracticable)1 1 Districts may establish timeframes for requester to return signed PJD forms. If the requester 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. F a survey. All locations depicted on this figure are approximate. This Wetland Delineation was conducted by Headwater l, Inc. (Headwater) on September 26, 2018, and January 15, 2019. This wetland delineation was verified in the field with Mr. -Reynolds of the United States Army Corps of Engineers (USACE) on January 15, 2019 (Action Id. SAW-2006-40743). If impacts treams occur from development, additional coordination with the USACE and North Carolina Division of Water Resources (DWR) nted. Wetland and stream locations were recorded with the Trimble Geo 7x GPS device. 1. The site drains to Bearskin Creek. Bearskin Creek is located within the Yadkin Pee Dee River Basin. Bearskin Creek is it i••• classified as Class C Waters. Riparian Y buffers are not implemented by the DWR along streams in this river basin. Of - '�' z f. 2. According to Monroe Code of Ordinances, Code §158.06, the width of the buffer zone begins and is measured landward from the A nearest edge of the disturbed area and/or _ - DP-1 five feet from the edge of the top of the bank of streams or rivers to the nearest edge of the disturbed area. D Stream A 2' x 950' Wetland AAcres 0.78 Wetland B Acres 0.27 Wetland C Acres 0.64 Wetland Acres 1.69 Upland Acres 53.00 Site Acres 54.69 r F 0 200 400 Weddington Rd m Feet 800 Headwater ENVIRONMENTAL INC. Date: 9/28/2018 Revised 1 /16/2019 Prepared by: I NJC C N DP-4 , Cs t, SOURCE: ESRI World Basemap Imagery (2017) Site Reconnaissance September 26, 2018 1 inch = 400 feet Legend Site boundary Wetland — — - Intermittent stream r 50ft buffer • Data point FIGURE 6 WETLAND DELINEATION MAP Harris Teeter Site North Rocky River Road Monroe, North Carolina HEnv Project # 2018106A h FYSJi lcVJ)urr. -" United States Department of the Interior ,�x" FISH AND WILDLIFE SERVICE %$ Asheville Ecological Services Field Office 'aRCH 3,e 160 Zillicoa Street Asheville, NC 28801-1082 Phone: (828) 258-3939 Fax: (828) 258-5330 hap://www.fws.2ov/nc-es/es/couniyft.html In Reply Refer To: September 10, 2019 Consultation Code: 04EN1000-2019-SLI-0733 Event Code: 04EN1000-2019-E-01879 Project Name: Village at Rocky River 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 etseq.). 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 htlps://www.fws.gov/asheville/htmls/Troject review/Recommendations.html Optimal Survey Times for Federally Listed Plants htlps://www.fws.gov/nc-es/Tlggt/plant survey.html Northern long-eared bat Guidance https://www.fws.gov/asheville/htmis/project_review/NLEB_in WNC.html Predictive Habitat Model for Aquatic Species htlps://www.fws.gov/asheville/htmls/Maxent/Maxent.html 09/10/2019 Event Code: 04EN1000-2019-E-01879 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/htmis/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-GLO S . 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 hns://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:// 09/10/2019 Event Code: 04EN1000-2019-E-01879 www.fws. og v/mi rg atorybirds/CurrentBirdlssues/Hazards/towers/towers.htm; http://www.towerkill.com; and http://www.fws. og v/mi rg atorybirds/CurrentBirdlssues/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 09/10/2019 Event Code: 04EN1000-2019-E-01879 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 09/10/2019 Event Code: 04EN1000-2019-E-01879 Project Summary Consultation Code: 04EN1000-2019-SLI-0733 Event Code: 04EN1000-2019-E-01879 Project Name: Village at Rocky River Project Type: DEVELOPMENT Project Description: The site is located northeast and adjacent to the intersection of Weddington Road and North Rocky River Road in Monroe, Union County. The site consists of two parcels. According to the Union County GIS service, the parcels are identified as Parcel Identification Numbers (PIN) 09348013A (21.346 acres) and 09348013B (35.89 acres), and are owned by Harris Teeter Properties, LLC. Headwater completed a Wetland Delineation report on January 18, 2019. The Army Corps of Engineers agreed with out wetland delineation and issued a Jurisdictional Determination (JD). The signed JD (SAW-2006-40743) was received on January 18, 2019. The proposed use of the site is for a residential subdivision. Project Location: Approximate location of the project can be viewed in Google Maps: https: www.2oo2le.com/maps/place/34.989836637764036N80.61077489429942W a Counties: Union, NC 2 e AWK110140 Event Code: 04EN1000-2019-E-01879 Endangered Species Act Species There is a total of 3 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 Fisheriesl, 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. Clams NAME STATUS Carolina Heelsplitter Lasmigona decorata Endangered There is final critical habitat for this species. Your location is outside the critical habitat. Species profile: https://ecos.fws.2_ov/ecp/species/3534 Flowering Plants NAME STATUS Michaux's Sumac Rhus michauxii Endangered No critical habitat has been designated for this species. Species profile: htips:Hecos.fws. og v/ecp/species/5217 Schweinitz's Sunflower Helianthus schweinitzii Endangered No critical habitat has been designated for this species. Species profile: htips:Hecos.fws. og v/ecp/species/3849 Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. 09/10/2019 Event Code: 04EN1000-2019-E-01879 Migratory Birds Certain birds are protected under the Migratory Bird Treaty Act! and the Bald and Golden Eagle Protection Acts. 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. 1. The Migratory Birds Treaty Act of 1918. 2. The Bald and Golden Eagle Protection Act of 1940. 3. 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. BREEDING NAME SEASON Bald Eagle Haliaeetus leucocephalus Breeds Sep 1 to This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention Jul 31 because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. hUs://ecos.fws. o,� v/ecp/species/1626 Kentucky Warbler Oporornis formosus Breeds Apr 20 This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA to Aug 20 and Alaska. 09/10/2019 Event Code: 04EN1000-2019-E-01879 2 NAME BREEDING SEASON Prairie Warbler Dendroica discolor Breeds May 1 to This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA Jul 31 and Alaska. Red-headed Woodpecker Melanerpes erythrocephalus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Rusty Blackbird Euphagus carolinus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Wood Thrush Hylocichla mustelina This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Probability Of Presence Summary Breeds May 10 to Sep 10 Breeds elsewhere Breeds May 10 to Aug 31 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 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 1 Okm 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. 2. 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. 09/10/2019 Event Code: 04EN1000-2019-E-01879 3 3. 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 (1) Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the IOkm 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. probability of presence breeding season I survey effort — no data SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Bald Eagle +—,� i , 1 1 1 1111111111111111 1111 ---_ —111 11PI Non -BCC Vulnerable Kentucky BCC Rang wide Warb(Cler +-+ ­ 4 �� _+�� +—II Jill Jill Jill Ilp— +1-- — — — — — — — — Prairie Warbler —+�� +��' Jill "" "" ---—� +--- ---- --e (CON) -- BCC RangewidRed_headedIII Jill Jill Jill Jill v Woodpecker +—+— —++' _4 ­ +--+ + -- —��— -- — BCC Rangewide (CON) Rusty Blackbird '—+— ­++— —'�� +--+ +—+— — A —1 BCC Rangewide (CON) —��— ---- --� —�—� —��— --�— Wood Thrush +—+— —++— —+-- +--+ 'll Jill Jill Jill rt—� +--- — — — — — — — — 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.aovibirds/ mana eg ment/project-assessment-tools-and-guidance/ conservation-measures.php 09/10/2019 Event Code: 04EN1000-2019-E-01879 4 Nationwide conservation measures for birds http://www.fws.gov/mi rg atorybirds/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 (BCQ 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 1 Okm 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. 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? 09/10/2019 Event Code: 04EN1000-2019-E-01879 5 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: 1. "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); 2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and 3. "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 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 nanota studies tudies or contact Caleb Spiegel or Pam Lorin. 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 09/10/2019 Event Code: 04EN1000-2019-E-01879 6 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. 09/10/2019 Event Code: 04EN1000-2019-E-01879 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. RIVERINE • R4SBC PCN Application Attachment Village at Rocky River Headwater Project 2018106A2 Section G5: Review of endangered species and designated critical habitat Headwater conducted a multiple site visits in September and November 2018, January 2019, and October 2019. The site was clearcut in the early 1990s, and subsequently planted with short leaf pine. The site has been managed as timberland during the past 27 to 28 years. The understory is routinely bushogged and maintained. Currently, the understory is comprised of 3 to 4-year growth and consists of assorted herbaceous and shrub/sapling species. As previously discussed in Section Ci, three wetland systems and stream are located within the site boundary. In general, the site can be divided into three separate habitat areas: Managed pineland The majority of the site is managed pineland. The shortleaf pine trees (Pinus enchinata) are approximately 30 years old. There is no mid -canopy. The understory is somewhat dense and is comprised of assorted shrubs, saplings, and herbaceous species. Species observed include, but are not limited to, Chinese privet (Ligustrum sinense), black cherry (Prunus serotina), black ash (Fraxinus nigra), pokeweed (Phytolacca Americana), stinking chamomile (Anthemis cotula), tall beggarticks (Bidens vulgate), and blackberry (Rubus argutus). PFO Wetland Forested wetlands are located on the central and northern portions of the site. The shrubs/sapling layers are light within the forested wetland area. Herbaceous species are fairly dense within the Wetland Area A. Species observed within the forested wetland areas include shortleaf pine, red maple (Acer rubrum), sweet gum (Liquidambar styraciflua), groundsel tree (Baccharis halimifolia), soft rush (Juncus effuses), common thresquare (Schoenoplectus pungens), slender woodoats (Chasmanthium laxum), and various sedges (Carex spp.). Wetland Area C is a sparsely vegetated concave surface with a peripheral of water oak (Quercus nigra), sweetgum and mockernut hickory (Carya tomentosa). The upper reach of Wetland A is seasonally saturated. The remainder of Wetland A and all of Wetland C are seasonally inundated with several inches of water, This seasonal inundation is primarily due to poor surface water management by the timbering activity and adjoining property to the north. Narrow Riparian Corridor and PSS Wetland An intermittent stream is located on the southern portion of the site. The stream flows off - site to the southeast and is a tributary of Bearskin Creek. The narrow riparian corridor is comprised of assorted trees and scrub/shrub vegetation extending approximately 15 feet horizontally along the stream bank. Species observed include red maple, short leaf pine, water oak, wax myrtle (Morella cerifera), sweet gum, box elder (Acer negundo), Chinese privet (Ligustrum sinense), greenbriar (Smilax rontundifolia), and muscadine grape (Vitus rontundifolia). In the fall and winter, the perennial stream has a steady flow and is tannin rich. The stream receives sediment from the adjacent agricultural fields. Habitat for assorted macrobenthic organisms, minnows, and amphibians is minimal. PCN Application Attachment Village at Rocky River Headwater Project 2018106A2 FEDERALLY LISTED SPECIES There are seven species listed by the USFWS in Union County, North Carolina: Name Scientific Name Taxonomic Group Federal Status Carolina heelsplitter Lasmi ona decorata Clam E Atlantic pigtoe Fusconaia masoni Clam PT Schweinitz's sunflower Helianthus schweinitzii Flowering Plant E Michaux's sumac Rhus michauxii Flowering Plant E Ravine sedge Carex im ressinervia Flowering Plant UR Tricolored bat Perim otis subflavus Mammal UR E: Endangered; UR: Potential Threatened; UR: Under Review Species Description Carolina heelsplitter (Lasmigona decorata) The Carolina heelsplitter is a freshwater mussel with an ovate, trapezoid -shaped shell, growing up to 4.6 inches in length. The outer surface of the shell varies from greenish brown to dark brown in color, and shells from younger specimens have faint greenish brown or black rays. The nacre (inside surface) is often pearly white to bluish white, grading to orange in the deepest part of the shell. Historically, the Carolina heelspliter was found throughout the Catawba and Pee Dee River systems. The Carolina heelsplitter habitat requires cool, clean, well -oxygenated water with stable, silt -free stream bottoms. Typically, stable areas occur where the stream banks are well -vegetated with a mature forested canopy and shrubs. It is not known to inhabit narrow stream less than 5 feet in width. The Carolina heelsplitter inhabits larger order low gradient creeks with available sections of pooling. Atlantic pigtoe (Fusconaia masons) The shell of the Atlantic pigtoe is a chunky, rhombus shape, like that of a pig's hoof/toe. There is a distinct posterior ridge. The outer surface of the shell is yellow to dark brown and parchment - like, while the inner layer is iridescent blue to salmon, white, or orange. Although larger specimens exist, the Atlantic pigtoe rarely exceeds two inches in length. Young individuals may have greenish rays across the entire shell surface. When collected fresh, the interior surface (nacre) in the shell tends to be salmon colored and sometimes iridescent. Atlantic pigtoe has interlocking hinge "teeth" on the inside of the shell to help keep the two valves in proper alignment. The preferred habitat of the Atlantic pigtoe is coarse sand and gravel, and rarely in silt and detritus. Historically, the best populations existed in small creeks to larger rivers with excellent water quality, where flows were sufficient to maintain clean, silt -free substrates. The Atlantic pigtoe rely on host fish for successful reproduction. Each mussel species has specific fish species (host fish) that are needed by the glochidia to keep growing to ultimately transform into juveniles. After a few weeks of living as parasites, they drop off and land on the river bottom where they grow into adults. Atlantic pigtoe are tachytictic (short term breeders) that usually release their larvae by July or August. 2 PCN Application Attachment Village at Rocky River Headwater Project 2018106A2 Schweinitz's sunflower (Helianthus schweinitzit) This plant is a perennial herb that produces solitary stem, five to six feet tall, and bears yellow flower heads in late summer and early autumn. It occurs within clearings in upland oak -pine - hickory woods and piedmont longleaf pine forests in moist to mostly dry sandy loams. This species requires full to partial sun of an open habitat. This habitat is historically associated with areas that experience wildfires and grazing by herds of bison and elk. Now, most occurrences are confined to roadsides and powerline clearings. Michaux's sumac (Rhus michauxii) This plant is a low -growing, densely hairy, dioecious scrub. It is usually between one and three feet in height. The leaves are pinnately compound with seven to 13 leaflets that are coarsely toothed. The female plants produce erect clusters of greenish -yellow to white flowers with four to five parts, and conspicuous red drupes. It generally flowers from April to June and fruits persist from August through September or October. Many populations do not contain plants of both sexes. Michaux's sumac occurs in sandy or rocky open woods, sometimes in association with circumneutral soils. In the eastern Piedmont, it occurs on sand soils derived from granite. In the central Piedmont, it occurs on clayey soils derived from mafic rocks. In all of its habitats, Rhus michauxii is dependent upon some form of disturbance to maintain the open quality of its habitat. Ravine sedge (Carex impressinervia) The ravine sedge is a perennial, grass -like herb forming dense clumps connected by underground stems or rhizomes. Flowering stems are 10 - 34 inches tall and yellow -brown. Leaf sheaths are hairless and greenish -white or light tan. Leaf blades are about % inch wide and smooth, except for a hairy mid -vein; the lower part of the leaf is a hairless, pale green or tan sheath encircling the base of the stem. Old, fibrous leaf bases persist at the base of the plant. The topmost flower spike is up to 1'/2 inches long, solitary at the top of the flowering stem, and contains male flowers only. Lateral flower spikes are up to 13/4 inches long, with both female and male flowers, 2 - 4 spikes per stem, and are held below the male -flowered spike on the same stem; each spike with 5 - 11 fruits. The fruit body is about % inch long with a short, bent stalk and sharply bent tip, tightly enclosed in a 3-sided, heavily veined sac. Ravine sedge occurs in vegetatively diverse moist to wet deciduous forests. It is usually found on gentle slopes above and in the floodplains of small streams, usually in areas with mafic (rich in magnesium and iron) or slate bedrock Tricolored bat (Perimyotis subflavus) The tricolored bat, formerly known as the eastern pipistrelle, is a small bat weighing 5 to 8 grams and has a wingspan of 8 to 10 inches. The term "tricolored" refers to the bat's yellowish -brown coat that is dark at the base, yellowish -brown in the middle, and dark at the tips. The wing membranes are blackish, but the face and ears have a pinkish color. An obvious identifying characteristic of this species is the pink color of the skin on the radius bone. Tricolored bats are associated with forested landscapes, along waterways. They can also be found over water and adjacent to water edges. In South Carolina, sparse vegetation and early successional stands were found to be the best predictor of foraging habitat use by tricolored bats. These bat primarily feeds over water and forest edges. Mature stands of deciduous trees, along perennial streams, are preferred by this species. They can also rely on farm ponds and other water sources provide some trees are available in the vicinity, They are not often found in deep woods, seeming to prefer edge habitats near areas of mixed agricultural use. These bats have 3 PCN Application Attachment Village at Rocky River Headwater Project 2018106A2 been found to feed on large hatches of grain moths emerging from corn cribs, indicating that they may be of important agricultural benefit. Hibernation sites are found deep within caves or mines in areas of relatively warm, stable temperatures. White nose syndrome and habitat loss are the biggest threats to tricolored bats. Additional State listed species of concern Name Scientific Name Taxonomic Group State Status Smooth sunflower Helianthus laevigatus Flowering plant SC Eastern creekshell Villosa delumbis Clam SR SC: Special Concern; SR: Significantly Rare Correspondence from the North Carolina Wildlife Resources Commission dated December 5, 2019, indicated there are known records of federally listed Scheinitz's sunflower and state special concern smooth sunflower (Helianthus laevigatus) near the site, and state significantly rare eastern creekshell mussel (Villosa delumbis) in the watershed. Smooth sunflower (Helianthus laevigatus) This flower is a North American species of sunflower known by the common name smooth sunflower. It is native to the east -central and southeastern United States from Georgia to Maryland. It is a perennial herb up to 220 cm (over 7 feet) tall, spreading by means of underground rhizomes. Most of the leaves are on the stem rather than crowded around the base, each leaf up to 15 cm (6 inches) long. Leaves and stems generally have no hairs, and the undersides of the leaves sometimes appear pale because of a layer of wax on the surface. One plant usually produces 1- 6 flower heads. Each head has 5-10 yellow ray florets surrounding 40 or more yellow disc florets. Helianthus laevigatus requires high light availability and generally occurs in open areas with shale, dolomite, limestone, or ultra-mafic, igneous substrates. In Virginia, West Virginia and Maryland, its habitats include glades and barrens, woodland borders, dry roadsides, and powerline corridors. In North Carolina and South Carolina, all occurrences are in disturbed areas on slate derived soils. Eastern creekshell (Villosa delumbis) The eastern creekshell is very similar to the Carolina creekshell. The periostracum is yellow to dark golden brown with green rays. However, the rays of the eastern creekshell are usually broken instead of continuous. These rays may cover the entire shell or be restricted to the posterior slope. A dark layer of diatoms and algae may be obscure the true colors of the shell. There are two pseudocardinal teeth in each valve; however, the posterior tooth in the left valve and the anterior tooth in the right valve may be vestigial. The lateral teeth are straight and well developed; two in the left valve and one in the right. Finally, the outer margins of the marsupium in the eastern creekshell are black; while, the outer margins of the marsupium in the Carolina creekshell are ivory colored. Preferred habitat for the eastern creekshell consists of small rivers and creeks with mud or soft sand bottoms, particularly where rich in plant detritus. HABITAT REVIEW The on -site stream has intermittent flow, poor riffle -pool systems, and poorly sorted bottom. Habitat for the Carolina heelsplitter, Atlantic pigtoe, and eastern creekshell is not present on site. 12 PCN Application Attachment Village at Rocky River Headwater Project 2018106A2 Habitat with an open understory and well drained sandy soils preferred by the Schweinitz's sunflower and Micheaux's sunflower is not present on site. The site is relatively flat. The forest is dominated by pine, and bedrock was not observed on site. Therefore, habitat for the ravine sedge is not present. Open areas with exposed rock (such as slate, shale, dolomite, etc.) and full sun are not present on site. Therefore, habitat for the smooth coneflower is not present. There is no hibernacula feature present at the site. A relatively open forest habitat is present on site. However, the site lacks a mature hardwood tree forest (i.e. tree cavities and deciduous leaf foliage), perennial stream, and open water. Therefore, foraging habitat for the tri-colored bat is not present. 5 SITE PHOTOS Headwater Project #2018106A2 Y'. t � i � • �. - tr, h�. , .vvi�`aa �° • w,,. ,ninY Photograph 1. Managed pineland throughout the site. Photo: October 14, 2019. Photograph 2. Lower reach of Wetland A (PFO Wetland) on the northern portion of the site, Photo: September 26, 2018 SITE PHOTOS Headwater Project #201816A2 Photograph 3. Wetland Area C (PFO) on the central portion of the site. Photo: November 26, 2018 Photograph 4. Wetland Area C (PFO) on the central portion of the site. Photo: October 14, 2019 September 10, 2019 1:28,890 ❑ 0.28 0,55 11 mi NR Paints SLHD Center Point r NR Individual Listing 0 0.42 0.85 1.7 km SLDOE HD Center Point NR Listing, Gone 5L boundaries * N R H D Center Point Study List Boundary NR Boundaries Both 5L and Determined Eligible Boundary ❑National Register Boundary DOE Points ❑Boundary of DestroyedARemoved N R Listing A Determined E ligibie SL Points A DOE, Gone SL Individual Entry -" 5L and DOE 1 SL and DOE entry SL and DOE, Gone NC Cenler for G eographic Ininrmation &Analysis � Study List Entry, Gone DOE HD Center Paint SL and DOE, Gone SLD0EHD Center Point PROPOSED BMP SAND FILTER SF-1 IWETLANDS "A" - 25.980 SF I PROPOSED BMP SAND FILTER SF-2 J L l L� II I ©I I�I1011©IIOII WETLANDS "A" 3,659 SF/0.084 AC. PERMANENT IMPACT WETLAND "A" IMPACT DUE TO FILL ASSOCIATED WITH ROAD CROSSING COPYRIGHT © 2020, AMICUS PARTNERS, PLLC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF AMICUS PARTNERS, IS STRICTLY PROHIBITED. ONLY ICOPIES FROM THE ORIGINAL OF THIS DOCUMENT, AS APPROVED BY THE ENGINEER SHALL BE CONSIDERED TO BE VALID, TRUE COPIES. WETLANDS "B" 35,326 SF/0.811 AC. NO IMPACT PROPOSED BMP WET DETENTION BASIN WDB-3 EXISTING DITCH L— WETLANDS "C" NO IMPACT 11,602 SF/0.266 AC. INOIMPACT GRAPHIC SCALE 250 0 125 250 500 AMICUS PARTNERS, PLLC P-1191 30 South Union Street Concord, NC 28025 P-1191 704.573.1621 Wetlands "A" Disturbance Overall Exhibit Map Village at Rocky River Project Number: 1 7-1 7-230 Date: 04. 14.2020 Drawn By: JLM Checked By: NRP Revisions: Seal: NOT FOR CONSTRUCTION OR RECORDATION EXHIBIT MAP ONLY C-0001 AMICUS PARTNERS, PLLC P-1191 30 South Union Street Concord, NC 28025 P-1191 704.573.1621 Wetlands "A" Disturbance Exhibit Map Village at Rocky River Project Number: 1 7-1 7-230 Date: 04. 14.2020 Drawn By: JLM Checked By: NRP Revisions: Seal: NOT FOR CONSTRUCTION OR RECORDATION EXHIBIT MAP ONLY C-00 I EXISTING GRADE (WETU HEADWALL - PROPOSED GRADE -\ ,ND "A") 655 I i 30" RCP INLET IN) OUTLET I LENGTH 655 SLOPE _ 645 645 DATUM ELEV DATUM ELEV 635 0+00 COPYRIGHT © 2020, AMICUS PARTNERS, PLLC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT, OR ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF AMICUS PARTNERS, IS STRICTLY PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, AS APPROVED BY THE ENGINEER SHALL BE CONSIDERED TO BE VALID, TRUE COPIES. WETLANDS "A" DISTURBANCE — CROSS SECTION HORIZONTAL GRAPHIC SCALE 1 INCH = 10 FEET 10 0 5 10 20 0+50 635 'ERT ELEV. = 648.58 FT WERT ELEV. = 648.26 FT = 60.20 FT 0.53% H EADWALL VERTICAL GRAPHIC SCALE 1 INCH = 10 FEET 10 0 5 10 20 AMICUS PARTNERS, PLLC P-1191 30 South Union Street Concord, NC 28025 P-1191 704.573.1621 Wetlands "A" Disturbance Cross Section Village at Rocky River Project Number: 1 7- 1 7-230 Date: 04. 1 4.2020 Drawn By: AM Checked By: NKP KeV15lon5: Seal: NOT FOR CONSTRUCTION OR RECORDATION EXHIBIT MAP ONLY C-0021