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HomeMy WebLinkAbout20211327 Ver 1_More Info Received_20210922Strickland, Bev From: Jeff Levi <jeff.levi@wetlands-epg.com> Sent: Wednesday, September 22, 2021 12:24 PM To: Johnson, Alan Subject: [External] Fwd: SAW-2021-01948_Westrow Phase 1 (Notice of Incomplete Pre - Construction Notification) Attachments: Westrow_ PCN_PJD Submittal.pdf CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Hi Alan, I received this message from Bryan today and I wanted to be sure you have all of the supporting info that was included in the ePCN. This is for project number 20211327. A pdf of the hard copy is attached. Thanks, Jeff Forwarded message From: Jeff Levi <jeff.levi@wetlands-epg.com> Date: Wed, Sep 22, 2021 at 11:43 AM Subject: Re: SAW-2021-01948_Westrow Phase 1 (Notice of Incomplete Pre -Construction Notification) To: Roden Reynolds, Bryan K CIV (USA) <Bryan.K.RodenReynolds@usace.army.mil> Cc: Daniel Kuefler <daniel.kuefler@wetlands-epg.com> Bryan, I'm a little confused here. I submitted this through the ePCN website and all of this information was included and should have been forwarded to you. I even attached the full pdf of the application which also has all of the information you are requesting. I've attached the pdf of the PCN submittal package. The maps and drawings you requested are in this pdf and so is the agent authorization form with the Crescent contact information. Chase Kerley Crescent River District, LLC 227 West Trade ST, Suite 1000 Charlotte, NC 28202 980-321-6284 CKERLEY@Crescent Communities.com I secured mitigation credits from the RES Catawba Umbrella Mitigation Bank and the letter is included in the attached pdf. i Has this happened before? Should I send the application separately from here on to be sure this doesn't happen again? Should I reach out to Alan Johnson at NCDWR to be sure he has everything? Please let me know if you need anything else at this time. Thank you, Jeff On Wed, Sep 22, 2021 at 10:45 AM Roden Reynolds, Bryan K CIV (USA) <Bryan.K.RodenReynolds@usace.army.mil> wrote: Mr. Levi, On September 9, 2021, we received the request for jurisdictional determination you submitted on behalf of Crescent Communities, LLC on a property located in Mecklenburg County, North Carolina. I have completed my initial review of the report and have determined the PCN is insufficient to review. a. The PCN lacked all supporting documentation such as but not limited to: maps and figures, construction drawings, agency correspondence, etc. Therefore, please provide a complete PCN with all the additional supplemental information. b. The PCN lacked a Compensatory Mitigation Reservation Letter from NCDMS. Therefore, please include this reservation letter in the revised PCN. c. The PCN lacked a signed Agent Authorization Form from the applicant (i.e., Crescent Communities, LLC). d. Provide the following information for the applicant (i.e., Crescent Communities, LLC) • Point of contact (first and last name) • Mailing address • Telephone number • Email address Please provide the information requested above in ONE consolidated response within 30-days of the date of this correspondence. If you do not respond within 30-days, the request will be administratively canceled. Please contact me via telephone or e-mail if you have any questions. Thanks, 2 Bryan Roden -Reynolds, PWS Regulatory Project Manager U.S. Army Corps of Engineers Wilmington District Charlotte Regulatory Field Office 8430 University Executive Park Drive Charlotte, NC 28262 Office: (704)510-1440 Jeff Levi Wetlands & Environmental Planning Group Leonard S. Rindner, PLLC 828-699-3697 Jeff Levi Wetlands & Environmental Planning Group Leonard S. Rindner, PLLC 828-699-3697 3 Preliminary ORM Data Entry Fields for New Actions ACTION ID #: SAW - Prepare file folder ❑ 1. Project Name [PCN Form A2a]: Westrow Phase 1 Begin Date (Date Received): Assign Action ID Number in ORM ❑ 2. Work Type: ❑✓ Private ❑ Institutional ❑ Government ❑ Commercial 3. Project Description / Purpose [PCN Form B3d and B3e]: Construct a roadway connecting the proposed mixed use/residential development and construct a sewerline from Beaverdam Creek Trunk sewer to the development. 4. Property Owner / Applicant [PCN Form A3 or A4]: Crescent River District, LLC 5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]: Wetlands & Environmental Planning Group, Jeff Levi, 10612-D Providence Road, PMB 550, Charlotte, NC, 28277 6. Related Action ID Number(s) [PCN Form B5b]: 7. Project Location— Coordinates, Street Address, and/or Location Description [PCN Form Blb]: 35.19173 ON,-80.98445 °W, approximately 126 acres, Dixie River Rd., south of Sadler Rd, Charlotte, NC 28278 0 8. Project Location — Tax Parcel ID [PCN Form Bla]: 11320101,11328143,11328148,14114201,14128103 9. Project Location — County [PCN Form A2b]: Mecklenburg 10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Charlotte 11. Project Information — Nearest Waterbody [PCN Form B2a]: Catawba River 12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: Upper Catawba / 03050101 Authorization: Section 10 ❑ Section 404 ❑✓ Regulatory Action Type: ❑ Standard Permit ✓ Nationwide Permit # Regional General Permit # ✓ Jurisdictional Determination Request Section 10 and 404 ❑ ❑ Pre -Application Request ❑ Unauthorized Activity ❑ Compliance ❑ No Permit Required Revised 20150602 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. August 30, 2021 Mr. Bryan Roden -Reynolds U.S. Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue Asheville, NC 28801 Mr. Byron Hamstead U.S. Fish and Wildlife Service Asheville Field Office 160 Zillicoa St. Asheville, NC 28801 Mr. Alan Johnson NCDEQ Division of Water Resources 610 East Center Street, Suite 301 Mooresville, NC 28115 Mr. Paul Wojoski NCDEQ Division of Water Resources Wetlands & Storm Water Branch 512 North Salisbury Street Raleigh, NC 27604 Subject: Pre -Construction Notification for NWP#29, 39, 58, & Request for Preliminary Jurisdictional Determination for the 126-acre Westrow Phase 1 project, in Charlotte, Mecklenburg County, North Carolina. Dear Messrs. Roden -Reynolds, Johnson, Hamstead, and Wojoski, Enclosed is a request for a Nationwide Permit #29, 39, 58, and a request for Preliminary Jurisdictional Determination for the — 126-acre Westrow Phase 1 project to be located west of 1 485, west and southeast of Dixie River Road, in Charlotte, NC. The site is a proposed multi use development with mixed use residential/commercial, and community farm consisting of 6 streams totaling approximately 3144 linear feet and 1 wetland totaling 0.016 acres within the project area. Charlotte Office: 10612-D Providence Rd. PMB 550 Charlotte, NC 28277 (704)904-2277 len.rindner@wetlands-epg.com www.wetlands-epg.com 1 Asheville Office: 1070 Tunnel Rd., Bldg. I Suite 10, PM 283 Asheville, NC 28805 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Due to the locations of the onsite aquatic features, complete avoidance of impacts was not practicable. Impacts to site surface waters associated with the proposed development were limited through site selection location, design, and location of the road crossing along the stream valleys. Proposed permanent loss to jurisdictional waters associated with this project will be approximately 193 linear feet (0.0345 acres) of perennial stream for a culverted road crossing. The temporary and permanent impact of the proposed Westrow Avenue Culvert provides access to the residential development Preserve East and the proposed pump station as well as act as the required route for water services to the pump station and as the route for the sewer force main which transports the pump station discharge to the proposed gravity sewer in Dixie River Road. The temporary impacts of the proposed utilities that service this area include gravity sewer, which crosses Perennial Stream EE as it drains to the pump station and Beaverdam Creek as it discharges into the recently constructed trunk sewer. The RES Catawba Dogtown Mitigation Bank has accepted our request for 193 linear feet of compensatory mitigation. The acceptance letter is included in this submittal. Enclosed is a copy of our Threatened/Endangered Species Evaluation for the site. No listed species were identified within the project area and we believe that there will be no effect on listed species or their critical habitat as designated under Section 7 of the Endangered Species Act. Please refer to the Threatened and Endangered Species Evaluation Section for additional details on the Threatened and Endangered Species survey. Also enclosed is a copy of the Cultural Resources Evaluation report for the site. Results of the study shows that it appears that survey of the current project area would probably result in the detection of no new major cultural resources. This is because: 1) there is a high percentage of overlap between the current project area and previous cultural resources study areas; 2) only one minor cultural resource was found in the current project area during previous survey efforts; and 3) much of the unsurveyed land in the current project area includes areas poorly suited for most types of human occupation/use. We appreciate the opportunity to provide this information. Please contact me at 828-699-3697 or jeff.levi@wetlands-epg.com if you have any questions. Sincerely, 9 ( Jeff Levi, Biologist Len Rindner, PWS Principal Charlotte Office: www.wetlands-epg.com Asheville Office: 10612-D Providence Rd. 1070 Tunnel Rd., Bldg, I PMB 550 Suite 10, PM 283 Charlotte, NC 28277 Asheville, NC 28805 (704)904-2277 len.rindner@wetlands-epg.com 2 C O cd u a a Q .E L O CL Permit Application a`'oF wArE�Q� O Niii� ^Y Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ❑X Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 29,39,58 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑ No 1 d. Type(s) of approval sought from the DWQ (check all that apply): ❑X 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes ❑X No For the record only for Corps Permit: ❑ Yes ❑X No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑X Yes ❑ No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes ❑X No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No 2. Project Information 2a. Name of project: Westrow Phase 1 2b. County: Mecklenburg 2c. Nearest municipality / town: Charlotte 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Crescent River District, LLC 3b. Deed Book and Page No. 32152-282; 32809-788; 35876-075&070; 32256-111 3c. Responsible Party (for LLC if applicable): Chase Kerley 3d. Street address: 227 West Trade St STE 1000 3e. City, state, zip: Charlotte, NC, 28202 3f. Telephone no.: 980-321-6284 3g. Fax no.: 3h. Email address: CKERLEY@CrescentCommunities.com Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Jeff Levi 5b. Business name (if applicable): Leonard S. Rindner, PLLC - Wetlands & Enviromental Planning Group 5c. Street address: 10612-D Providence Road, PMB 550 5d. City, state, zip: Charlotte, NC 28227 5e. Telephone no.: 828-699-3697 5f. Fax no.: 5g. Email address: jeff.levi@wetlands-epg.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 11320101,11328143,11328148,14114201, 14128103 1 b. Site coordinates (in decimal degrees): Latitude: 35.19173 Longitude:-80.98445 1 c. Property size: 126 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Catawba River 2b. Water Quality Classification of nearest receiving water: WS-V,B 2c. River basin: 03050101 Upper Catawba 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Majority of the project area is disturbed mixed pine -hardwood forested with surrounding light residential. 3b. List the total estimated acreage of all existing wetlands on the property: 0.016 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3,144 3d. Explain the purpose of the proposed project: Construct a roadway connecting proposed mixed use/residential development & construct sewerline from Beaverdam trunk sewer to the development. 3e. Describe the overall project in detail, including the type of equipment to be used: Excavation and grading of the site will use standard equipment - excavator, trackhoe, dump trucks, etc. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (includingall prior phases in the past? ❑ Yes ❑X No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑ Yes ❑X No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑X Yes ❑ No 6b. If yes, explain. Future projects will utilize the proposed sewerline and road for access. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands ❑X Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number Permanent (P) or Temporary T 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 - Choose one Choose one Yes/No - W2 - Choose one Choose one Yes/No W3 - Choose one Choose one Yes/No W4 - Choose one Choose one Yes/No W5 - Choose one Choose one Yes/No W6 - Choose one Choose one Yes/No 2g. Total Wetland Impacts: 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 T Excavation Stream EE PER Corps 7 32 S2 T Excavation Beaverdam Creek PER Corps 10 31 S3 T con struction/dewatering Stream EE PER Corps 7 200 S4 P Culvert Stream EE PER Corps 7 193 S5 - Choose one S6 - Choose one 3h. Total stream and tributary impacts 456 3i. Comments: Open cut sewer installation will temporarily impact 63 If (0.0123 ac) of stream. A coffer dam will temporarily impact 200 If (0.0318 ac) of stream. A culvert for a road crossing will permanently impact 193 If (0.0345 ac) of streams. Page 4 of 10 PCN Form — Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then indivi ually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary T 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 Choose one Choose O2 - Choose one Choose 03 - Choose one Choose 04 Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. Buffer Impact number — Permanent (P) or Temporary T 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet B 1 Yes/No B2 - Yes/No B3 - Yes/No B4 - Yes/No B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The site plan was designed to avoid onsite surface water features to the maximum extent practicable while still incorporating necessary site development/access. Due to the location/extent of jurisdictional features, complete avoidance was not practicable. Impacts were limited through site location, plan design and location/orientation of lots, access routes, retaining walls, and stormwater treatment facilities. Of the 3144 If (0.582 ac) of onsite streams and 0.016 acres of wetlands, permanent impacts to surface waters will be limited to 193 If (0.0345 ac) of stream. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Construction techniques will implement approved erosion control methods to avoid/minimize impacts to onsite/adjacent offsite receiving conveyances 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? ❑X Yes ❑ No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑X Corps 2c. If yes, which mitigation option will be used for this project? ❑X Mitigation bank El Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: RES Catawba Umbrella Mitigation Bank - Dogtown 3b. Credits Purchased (attach receipt and letter) Type: Stream Type: Choose one Type: Choose one Quantity: 386 Quantity: Quantity: 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: Choose one 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non -riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ❑ No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes X❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes ❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 2b. Does this project require a Stormwater Management Plan? ❑X Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Stormwater for the project will be treated with 4 BMPs. One surface sand filter and three wet ponds. Stormwater plan has been designed to meet Mecklenburg County Stormwater criteria. See sheet 12 and 13 in Plans/Exhibits. 2e. Who will be responsible for the review of the Stormwater Management Plan? Mecklenburg County 3. Certified Local Government Stormwater Review 3a. In which localgovernment's jurisdiction is thisproject? Mecklenburg County ❑X Phase II ❑ NSW 3b. Which of the following locally -implemented stormwater management programs ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑X No attached? 4. DWQ Stormwater Program Review ❑Coastal counties ❑ HQW 4a. Which of the following state -implemented stormwater management programs apply ❑ORW (check all that apply): ❑Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑X No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ❑ Yes X❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ❑ Yes ❑ No letter.) Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes ❑X No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after -the -fact permit application? El Yes ❑X No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑X Yes ❑ No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Cumulative effects are unknown at this time. As future development is proposed, impacts will be minimized and the project will go through the typical permitting process. The project will rely heavily on existing infrastructure to minimize impacts and future impacts. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Wastewater generated on the site will be transported to the nearest treatment facility via installation of sewer lines to the Beaverdam Trunk Sewer. Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes ❑X No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ❑X No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. - 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? A Threatened/Endangered species assessment was conducted in which no species of concern were identified. See attached T&E report. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ❑X No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? See attached Cultural Resources Evaluation Report 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑X Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: No permanent impacts are being proposed to Beaverdam Creek. No elevation changes are being proposed. Temporary impacts will be returned to pre-existing conditions and elevations. 8c. What source(s) did you use to make the floodplain determination? polaris 3G; www.fema.gov Jeff Levi n 08-30-2021 Applicant/Agent's Printed Name Date Appli an gent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided. Page 10 of 10 Contact Name * Contact Email Address* Project Owner* Project Name* Project County* Owner Address:* Is this a transportation project?* Jeff Levi jeff.levi@wetlands-epg.com Crescent Communities, LLC Westrow Phase 1 Infrastructure Mecklenburg Street Address 227 W. Trade St, Suite 1000 Address Line 2 City Charlotte Fbstal / Zip Code 28202 r Yes r No Type(s) of approval sought from the DWR: W 401 Water Quality Certification - 17- 401 Water Quality Certification - Regular Express F Individual Permit F Modification F Shoreline Stabilization Does this project have an existing project ID#?* r Yes r No State / Rovince / Fbgion NC Country USA Do you know the name of the staff member you would like to request a meeting with? Alan Johnson Please give a brief project description below and include location information.* The attached exhibits reflect the proposed development for the Westrow Phase 1 Infrastructure Plans, including the roadways and utilities to service the future development within Westrow and Preserve East. Westrowwill propose a community farm as well as mixed use development, including both residential and commercial development, throughout the site as each block is developed. Preserve East will propose residential development only. The temporary impacts of the proposed utilities that service this area include gravity sewer, which crosses Perennial Stream EE as it drains to the pump station and Beaverdam Creek as it discharges into the recently constructed trunk sewer. Additionally, the temporary and permanent impacts of the proposed Westrow Avenue culvert provide access to the the future Preserve East development and the proposed pump station, as well as act as the required route for water services to the pump station. By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section 401 Certification Rule the following statements: • This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification Rule. • I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing meeting request. • I also understand that DWR is not required to respond or grant the meeting request. Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an application. Signature * Submittal Date 7/7/2021 Jurisdictional Determination Request Information Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC, August 13, 2021 Assigned Project Manager U.S. Army Corps of Engineers Charlotte Regulatory Field Office — Wilmington District Subject: Request for Preliminary Jurisdictional Determination and authorization for a proposed residential development and utilities, in Charlotte, Mecklenburg County, North Carolina. To Whom It May Concern, Enclosed is a Request for a Preliminary Jurisdictional Determination and PCN for the approximately 126-acre Westrow Phase 1 project located in Charlotte, North Carolina. The purpose of the project is a proposed residential development and utilities. The project is located along Dixie River Road, south of Sadler Road. The project area consists of six streams totaling approximately 3144 linear feet and one wetland approximately 0.016 acres. The project consists of one permanent stream crossing proposing to impact one of the jurisdictional streams and two temporary road crossings for sanitary sewer line utilities located within the project area as shown on the attached Preliminary Jurisdictional Determination Request and PCN. We would like to seek concurrence on the enclosed request at your earliest convenience. Thank you for your consideration and please contact me if you have any questions, (828) 442 - 1419 or email at patrick.kealy@wetlands-epg.com. Sincerely, Patrick J. Kealy Leonard S. Rindner PWS Biologist Principal Charlotte Office: www.wetlands-epg.com Asheville Office: 10612-D Providence Rd. 1070 Tunnel Rd., Bldg. I PMB 550 Suite 10, PMB 283 Charlotte, NC 28277 Asheville, NC 28805 (704) 904-2277 (828) 442 - 1419 len.rindner@wetlands-epg.corn 1 patrick.kealy@wetlands-epg.com urisdictional Determination Reauest US Army Corps of Engineers Wilmington district This form is intended for use by anyone requesting a jurisdictional determination (JD) from the U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting information, as described within each category, with your request. You may submit your request via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project manager of the county in which the property is located. A current list of project managers by assigned counties can be found on-line at: http://www.saw.usace.g,M.mil/Missions/Re ug lato!yPermitProgram/Contact/CountyLocator.aspx, by calling 910-251-4633, or by contacting any of the field offices listed below. Once your request is received you will be contacted by a Corps project manager. ASHEVILLE & CHARLOTTE REGULATORY FIELD OFFICES US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5006 General Number: (828) 271-7980 Fax Number: (828) 281-8120 RALEIGH REGULATORY FIELD OFFICE US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 General Number: (919) 554-4884 Fax Number: (919) 562-0421 INSTRUCTIONS: WASHINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 2407 West Fifth Street Washington, North Carolina 27889 General Number: (910) 251-4610 Fax Number: (252) 975-1399 WILMINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 General Number: 910-251-4633 Fax Number: (910) 251-4025 All requestors must complete Parts A, B, C, D, E, F and G. NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a paying client or your agency, please note the specific submittal requirements in Part H. NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that all JD requests must include the current property owner authorization for the Corps to proceed with the determination, which may include inspection of the property when necessary. This form must be signed by the current property owner(s) or the owner(s) authorized agent to be considered a complete request. NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for JD requests associated with North Carolina Department of Transportation (NCDOT) projects will be conducted according to the current NCDOT/USACE protocols. NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should also request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. Version: May 2017 Page 1 Jurisdictional Determination Request A. PARCEL INFORMATION Street Address: Dixie River Rd City, State: Charlotte , NC 28278 County: Mecklenburg Parcel Index Number(s) (PIN): See attached Tax Parcel Ma B. REQUESTOR INFORMATION Name: Leonard S. Rindner, PLLC, WEPG Mailing Address: 10612-D Providence Road, PMB 550 Charlotte NC 28277 Telephone Number: 828-442-1419 Electronic Mail Address: patrick.kealy@wetlands-epg.com Select one: EI am the current property owner. aI am an Authorized Agent or Environmental Consultant' Interested Buyer or Under Contract to Purchase 1-1 Other, please explain. C. PROPERTY OWNER INFORMATION' Name: Crescent River District, LLC Mailing Address: 227 West Trade St, Suite 1000 Charlotte, NC 28202 Telephone Number: 980-321-6284 Electronic Mail Address: CKERLEY@CrescentCommunities.coi ' Must provide completed Agent Authorization Form/Letter. 2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record). Version: May 2017 Page 2 Jurisdictional Determination Request D. PROPERTY ACCESS CERTIFICATION',4 By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on - site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the undersigned, am either a duly authorized owner of record of the property identified herein, or acting as the duly authorized agent of the owner of record of the property. Chase Kerley - Crescent River District LLC Print Name Owner ❑ Authorized Agents el �51Z Date � _ Signature E. REASON FOR JD REQUEST; (Check as many as applicable) ❑ I intend to construct/develop a project or perform activities on this parcel which would be designed to avoid all aquatic resources. ❑ I intend to construct/develop a project or perform activities on this parcel which would be designed to avoid all jurisdictional aquatic resources under Corps authority. I intend to construct/develop a projector 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 rocess. ✓ 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 projector 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 owned by different parties, please provide the following for each additional parcel on a continuation sheet. 5 Must provide agent authorization form/letter signed by owner(s). Version: May 2017 Page 3 Jurisdictional Determination Request F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One) ❑✓ I am requesting that the Corps provide a preliminary JD for the property identified herein. A Preliminary Jurisdictional Determination (PJD) provides an indication that there may be "waters of the United States" or "navigable waters of the United States"on a property. PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all waters and wetlands on the property will be treated as if they are jurisdictional "waters of the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is "preliminary" in the sense that an approved JD can be requested at any time. PJDs do not expire. ❑ I am requesting that the Corps provide an approved JD for the property identified herein. An Approved Jurisdictional Determination (AJD) is a determination that jurisdictional "waters of the United States" or "navigable waters of the United States" are either present or absent on a site. An approved JD identifies the limits of waters on a site determined to be jurisdictional under the Clean Water Act and/or Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be posted on the Corps website. A landowner, permit applicant, or other "affected party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years (subject to certain limited exceptions explained in Regulatory Guidance Letter 05- 02). ❑ I am unclear as to which JD I would like to request and require additional information to inform my decision. G. ALL REQUESTS Map of Property or Project Area. This Map must clearly depict the boundaries of the review area. ✓❑ Size of Property or Review Area +/- 126 acres. ❑✓ The property boundary (or review area boundary) is clearly physically marked on the site. Version: May 2017 Page 4 Jurisdictional Determination Request H. REQUESTS FROM CONSULTANTS Project Coordinates (Decimal Degrees): Latitude: Longitude 35.19173 :1 00 0 A legible delineation map depicting the aquatic resources and the property/review area. Delineation maps must be no larger than l 1x17 and should contain the following: (Corps signature of submitted survey plats will occur after the submitted delineation map has been reviewed and approved).6 ■ North Arrow ■ Graphical Scale ■ Boundary of Review Area ■ Date ■ Location of data points for each Wetland Determination Data Form or tributary assessment reach. For Approved Jurisdictional Determinations: ■ Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404 wetlands, etc. Please include the acreage of these features. ■ Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries, impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary, open water, relatively permanent water, pond, etc. Please include the acreage or linear length of each of these features as appropriate. ■ Isolated waters, waters that lack a significant nexus to navigable waters, or non - jurisdictional upland features should be identified as Non -Jurisdictional. Please include a justification in the label regarding why the feature is non jurisdictional (i.e. "Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage or linear length of these features as appropriate. For Preliminary Jurisdictional Determinations: ■ Wetland and non -wetland features should not be identified as Jurisdictional, 404, Waters of the United States, or anything that implies jurisdiction. These features can be identified as Potential Waters of the United States, Potential Non -wetland Waters of the United States, wetland, stream, open water, etc. Please include the acreage and linear length of these features as appropriate. Completed Wetland Determination Data Forms for appropriate region (at least one wetland and one upland form needs to be completed for each wetland type) 6 Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the supplied map meets the necessary mapping standards. http://www.saw.usace.army.mil/Missions/Regulatory-Permit- Pro gram/Jurisdiction/ Version: May 2017 Page 5 Jurisdictional Determination Request ✓❑ Completed appropriate Jurisdictional Determination form • PJDs, please complete a Preliminary Jurisdictional Determination Form' and include the Aquatic Resource Table • AJDs, please complete an Approved Jurisdictional Determination Form' ✓❑ Vicinity Map ✓❑ Aerial Photograph USGS Topographic Map IVI Soil Survey Map Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps) Landscape Photos (if taken) NCWAM and/or NCWAM Assessment Forms and Rating Sheets ❑✓ NC Division of Water Resources Stream Identification Forms ❑ Other Assessment Forms ' www.saw.usace.army.mil/Portals/59/docs/regulatorregdocs/JD/RGL 08-02_App A Prelim_ JD_ Form_fillable.pdf ' Please see http://www.saw.usace.g.M.mil/Missions/Regulatory-Permit-Program/Jurisdiction/ Principal Purpose: The information that you provide will be used in evaluating your request to determine whether there are any aquatic resources within the proj ect area subject to federal jurisdiction under the regulatory authorities referenced above. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public, and may be made available as part of a public notice as required by federal law. Your name and property location where federal jurisdiction is to be determined will be included in the approved jurisdictional determination (AJD), which will be made available to the public on the District's website and on the Headquarters USAGE website. Disclosure: Submission of requested information is voluntary; however, if information is not provided, the request for an AJD cannot be evaluated nor can an AJD be issued. Version: May 2017 Page 6 Wetlands and Leonard S REndner, PLLC Agent Authorization Letter The purpose of this form is to authorize our firm to act on your behalf in matters related to aquatic resource (i.e. stream/wetlands) identification/mapping and regulatory permitting. The undersigned, who are either registered property owners or legally authorized to conduct due diligence activities on the property as identified below, do hereby authorize associates of Leonard S. Rindner, PLLC, Wetlands and Environmental Planning Group (WEPG) to act on my behalf and take all actions necessary for the processing, issuance, and acceptance of applicable permit(s) and/or certification(s). Project/Site Name: Westrow Phase 1 Property Address: Dixie River Road, Charlotte, NC 28208 Parcel Identification Number (PIN): 11320101,11328143,11328148,14114201,14128103 Select one: 1 am the current property owner Name: Chase Kerley Company: Crescent River District, LLC Mailing Address: 227 West Trade ST, Suite 1000 Telephone Number: 980-321-6284 Electronic Mail Address: CKERLEY@CrescentCommunities.com Property "erlested Buyer* I Other` Date * The Interested BuyerlOther acknowledges that an agreement andlor formal contract to purchase andlor conduct due diligence activities exists between the current property owner and the signatory of this authorization in cases where the property is not owned by the signatory. Charlotte Office: www.wetlands-epg.com Asheville Office. 10612-D Providence Rd 1070 Tunnel Rd., Bldg. I PMB 550 Suite 10, PMB 283 Charlotte, NC 28277 Asheville. NC 28805 (704)904-2277 len,rindner@wetlands-epg corn 2 PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: Click here to enter a date. B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Wetlands & Environmental Planning Group, Patrick, Kealy, 10612-D Providence Road, PMB 550, Charlotte, NC, 28277 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Westrow Phase 1, Charlotte Regulatory Field Office D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: (+/-) 126 acres, Dixie River Rd, south of Sadler Rd, Charlotte, NC 28278 (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State: NC County: Mecklenburg City: Charlotte Center coordinates of site (lat/long in degree decimal format): Latitude: 35.19173 , Longitude:-80.98445 Universal Transverse Mercator: 17s, WGS84 Name of nearest waterbody: Beaverdam Creek E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: ❑ Field Determination. Date(s): TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY JURISDICTION. Estimated amount of Type of aquatic Geographic authority to Latitude (decimal Longitude (decimal aquatic resources in resources (i.e., which the aquatic resource Site Number degrees) degrees) review area (acreage wetland vs. non - "may be" subject (i.e., and linear feet, if wetland waters) Section 404 or Section applicable 10/404) Intermittent 328 LF Non -wetland 35.19129000 -80.98839000 404 Stream AA 0.038 acres waters Intermittent 36 LF Non -wetland 35.19437000 -80.99077000 404 Stream RX 0.002 acres waters Intermittent 11 LF Non -wetland 35.19436000 -80.99042000 404 Stream RY 0.001 acres waters Perennial 1373 LF Non -wetland 35.19187000 -80.98998000 404 Stream AA4 0.221 acres waters Perennial 1365 LF Non -wetland 35.19473000 -80.98926000 404 Stream EE 0.313 acres waters Perennial Stream 31 LF Non -wetland 35.18610000 -80.98372000 404 Beaverdam 0.007 acres waters Creek Wetland RD 35.19317000 -80.99170000 0.016 acres 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 NWP or other general permit authorization; (4) the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) undertaking any activity in reliance upon the subject permit authorization without requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to make an official determination whether geographic jurisdiction exists over aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the review area that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items should be included in subject file. Appropriately reference sources below where indicated for all checked items: ® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Map: Figl_Approximate Wetland Map, dated 08/10/21 _ ® Data sheets prepared/submitted by or on behalf of the PJD requestor. ❑ Office concurs with data sheets/delineation report. ❑ Office does not concur with data sheets/delineation report. Rationale: ❑ Data sheets prepared by the Corps: ❑ Corps navigable waters' study: ❑ U.S. Geological Survey Hydrologic Atlas: ❑ USGS NHD data. ❑ USGS 8 and 12 digit HUC maps. ® U.S. Geological Survey map(s). Cite scale & quad name: 1:24000 Charlotte West NC Quad. Fig. 4 (1993) dated 08/10/21 ® Natural Resources Conservation Service Soil Survey. Citation: Mecklenburg County. NC, Sheet 6, 1980: Fig. 5 dated 08/10/21. ® National wetlands inventory map(s). Cite name: Fig. 7 National Wetlands Inventory, dated 08/13/21 ❑ State/local wetland inventory map(s): ❑ FEMA/FIRM maps: ❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) ® Photographs: ®Aerial (Name & Date): Fig 3. Aerial Map, dated 08/10/21 or ®Other (Name & Date): Westrow Phase 1_Photo log, photos 1 — 10 dated, 04/21/21, 04/22/21, 05/04/20, 04/03/20 ❑ Previous determination(s). File no. and date of response letter: ® Other information (please specify): Fig 6. NRCS Soils Map — Hydric Soil Rating (Web soil survey) dated 08/13/21 Fig 8. Tax Parcel Map, dated 08/13/21 IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should not be relied upon for later jurisdictional determinations. Signature and date of Regulatory staff member completing PJD Click here to enter a date. Ell L� z / 08/13/21 Signature and date person requesting PJD (REQUIRED, unless obtaining the signature is impracticable) t 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. Waters Name Cowardin_Codel HGM_Codel Meas_T Waters_ TypeJNWPR_Determine_Cod tud i Intermittent Stream AA North Carolina R4 RIVERINE Linear 328 FOOT PJD404 35.19129000 -80.98839000 Intermittent Stream RX North Carolina R4 RIVERINE Linear 36 FOOT PJD404 35.19437000 -80.99077000 Intermittent Stream RY North Carolina R4 RIVERINE Linear 11 FOOT PJD404 35.19436000 -80.99042000 Perennial Stream AM North Carolina R3 RIVERINE Linear 1373 FOOT PJD404 35.19187000 -80.98998000 Perennial Stream EE North Carolina R3 RIVERINE Linear 1365 FOOT PJD404 35.19473000 -80.98926000 Perennial Stream Beaverdam Creek North Carolina R3 RIVERINE Linear 31 FOOT PJD404 35.18610000 -80.98372000 Wetland RD North Carolina PFO DEPRESS Area 0.016 ACRE PJD404 35.19317000 -80.99170000 APPROXIMATE AQUATIC RESOURCE LINEAR FEET AND ACRES WETLANDS Acres STREAMS LF — Acres WESTROW PHASE 1 Wetland RD 0.016 Intermittent Stream AA 328 0.038 Intermittent Stream RX 36 0.002 Aquatic Resource Intermittent Stream RY 11 0.001 Acreage Table Perennial Stream AA4 1373 0.221 Perennial Stream EE 1365 0.313 Perennial Stream Beaverdam Creek 31 0.007 SUBTOTAL 0.016 SUBTOTAL TOTAL WETLAND 0.016 TOTAL STREAMS Wetlands and Environmental Planning GrauP 3144 0.582 3144 0.582 TOTAL SITE ACREAGE 126 TOTAL WETLAND AND STREAM ACREAGE 0.598 TOTAL UPLAND ACRES 125.402 Notes: Wetland and stream dimensions are based on survey Prepared for: Crescent River District LLC 227 West Trade St Charlotte, NC 28202 Leonard 5_ Rindner, PLLC:. LEGEND r n� Tributary Wetland DP Data point Photo location and direction Project boundary study limits I �r l c , LOCATION a f i Lat: 35.19173 °N, Long: -80.98445 °W , HUC: 03050101 (Upper Catawba) t: Project Boundary - � �--�--_..-__.� • f �. � � �.. .. Study Limits i,(✓ t 126 acres r �—�'--- 1, i '✓ ° _�u � i } Intermittent' Stream RX Perennial Stream EE 7 Intermittent Stream RY Ir -` 6 7 8 — I( f� ✓% { IN i. § _ F DP2 7 �'' I DP3 �\ Wetland RD z 1 Perennial Stream AA4 +/- 1373 LF Intermittent Stream AA _ J, 328 LF)y o �'A i Perennial Stream fr Beaverdam Creek . (+/- 31 LF)� ' \� 0 250- 500 ft 10 - _'- Map created using Free and Open Source QGIS Version 3.4.4 Madeira ti Acres: WESTEROW PHASE 1 Drawn by: Reviewed bv: FIGURE NO. +/- 126 PJK/JAL Mecklenburg County, NC Wetlands and Environmental Planning Group 1 Leonard S. Rindner, PLLC. Date: APPROXIMATE WETLAND MAP Prepared Crescent River District LLC 08110121 For: 227 wTrade St leo ° For study purposes only West ra+904-2277 Subject to USACE/NCDEQ verification Charlotte, NC 28202 HARBOR HOUSE -South,Point zs i Charlotte/Douglas International `t Airport Berryhill 00 SITE 'L i 0 Mirn000k lJ W a 7 3 DRIERS FORK S 2}2- '.1 = =__ F v_ a. 4 2D21 TomTom VICINITY MAP LOCATION Lat: 35.19173 °N, Long:-80.98445 °w HUC: 03050101 (Upper Catawba) Approximate Site Location (+/-) 126 acres 0 1000 feet 2M m Source: httPs://www.bing.com/maps/ @2021 Tomram,@apenstreetMap Acres: WESTEROW PHASE 1 Drawn By: Reviewed By: FIGURE (+/-) 126 Mecklenburg County, NC PJK/JAL 2 VICINITY MAP Prepared for: Leonard S. Rindner, PLLC. OS/10/21 Crescent River District LLC Approximate Location, For Study Purposes Only 227 West Trade St 09G4-2277 Subject to USACE, NCDEQ and CMSS verification Charlotte, NC 28202 2021 Aerial Map �'' • M � t fir. Y. •1 ' Project Boundary Study Limits •� ; (+/-) 126 acres _ 4 ' a L . _ 1 d I . ' r N. e1 300 600 900 1,200 .` LOCATION 4 0.0450.0H 0.1 hAile - Lat: 35.19173 °N, Long: -80.98445 °W HUC: 03050101 (Upper Catawba Acres: WESTROW PHASE 1 Drawn By: Reviewed By: FIGURE (+/-) 126 Mecklenburg County, NC PJK/JAL Wetlands and Environmental Nanning Grot 3 2021 Aerial Map — Approximate Location Prepared for: OS/10/21 Crescent River District LLC Leonard S. Rindoer, PLLC. For Study Purposes Only 227 West Trade St F 904-2277 Subject to USACE and NCDEQ verification Charlotte, NC 28202 USGS A' - Charlotte West, NC • ,• •• c ,�$1V— sso - r Project Boundary r = s oil Study Limits l�f lie 700 L� (+/-) 126 acres -` Dn •� -- ' y 1, I V � 0 - 6 5. �� o - �50 r, LOCATION ' Lat: 35.19173 2N L80.98445 2W ` Feel ,on g: - 0 300 600 BCD 1.200 A r HUC: 03050101 (Upper Catawba) Acres: WESTROW PHASE 1 Drawn By: Reviewed By: FIGURE (+/-) 126 Mecklenburg County, NC PJK/JAL Leonard S. Rindner, PLLC. 4 USGS Map — Charlotte West, NC Quad. (1993) Prepared for: OS/10/21 Crescent River District LLC - _ Approximate Location, For Study Purposes Only 227 West Trade St9G4-2277 Subject to USACE and NCDEQ verification Charlotte, NC 28202 NRCS ARCHIVED SOIL MAP — MECKLENBURG COUNTY v PaF MeB CeR2 P k Cea i(8 Lo PaF r Project Boundary Study Limits a B (+/-) 126 acres PaE ��- r HeB ' )aE U.J PaF a PaF CeD 2, C La Daly a PaF Ceg PaE PaF - F eB WkF aCeD? 2 Pal- PaF Feet N n 300 600 900 1,200 A LOCATION United States Department of Agriculture, Natural Lat: 35.19173 2N, Long:-80.9844S 2W Resources Conservation Service. 1980. HUC: 03050101 (Upper Catawba) Soil survey Mecklenburg County, North Carolina. Sheet 6 Jr tb Acres: WESTROW PHASE 1 Drawn By: Reviewed By: FIGURE (+/) 126 Mecklenburg County, NC PJK/JALWetlands ard Enviro"mental Na. 5 NRCS PUBLISHED SOILS MAP Prepared for: OS/10/21 Crescent River District LLC _ (Mecklenburg County, NC. Sheet 6) 227 west Trade St9G4-2277 Subject to USACE and NCDEQ verification Charlotte, NC 28202 WEB SOIL SURVEY S s? ail M h nit �= lip -tthis - ale. 35- 11' 1" N 35° 11' 1" N 500203 50040D 50060D 50000D 5010DO 501200 5014CO 501600 3 3 Map Scale: 1:50,5W a printed on A portrait (8.5" x 11") sheet � Mears N Q 150 X0 60D 900 i Feet A Q 600 1000 2000 3000 Map projection: Web Mercator Comer coordinates: WCLS84 Edge tics: UTM Zone 17N WGS84 usDA Natural Resources Web Soil Survey 8/13/2021 Conservation Service National Cooperative Soil Survey Page 1 of 2 Acres: WESTROW PHASE 1 Drawn by: Reviewed by: FIGURE +/- 126 Mecklenburg County, NC PJK 6a Date: NRCS SOILS MAP (Web Soil Survey) Prepared for: htt s Crescent River District LLC _ 08113121 P.-Ilwebsoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.ospx 227 West Trade St Subject to USACE/NCDEQ verification Charlotte, NC 28202 WEB SOIL SURVEY Hydric Rating by Map Unit 0 u o o Project Boundary Study Limits LrC1' D D 0 Z� o p i 0 Soils o Soil Rating Polygons Q Hydric (100%) 0 Hydric (fib to 99%) 0 Hydric (33 to 65%) Hydric (1 to 32%) Not Hydric (l ❑ Not rated or not available Acres: WESTROW PHASE 1 Drawn by: Reviewed by: FIGURE +/- 126 Mecklenburg County, NC PJK 6 b Prepared for: Date: NRCS SOILS MAP — HYDRIC RATING 08113121 Web Soil Survey Crescent River District LLC 227 West Trade St Subject to USACE/NCDEQ verification Charlotte, NC 28202 Map unit symbol Map unit name Rating CeB2 Cecil sandy clay loam, 2 0 to B percent slopes, moderately eroded Cecil sandy clay loam, 8 0 CeD2 to 15 percent slopes, moderately eroded Dal Davidson sandy clay 0 loam, 2 to B percent slopes DaD Davidson sandy clay 0 loam, 8 to 15 percent slopes paE Davidson sandy clay 0 loam, 15 to 25 percent slopes HeB Helena sandy loam, 2 to 7 6 percent slopes MeB Mecklenburg fine sandy 0 loam, 2 to 8 percent slopes MO Monacan loam, 0 to 2 5 percent slopes, frequently ttooded PaE Pacolet sandy loam, i 5 0 to 25 percent slopes Pal' Pacolet sandy loam, 25 0 to 45 percent slopes VaD Vance sandy loam, 8 to 0 15 percent slopes WkB Wilkes loam, 4 to 8 0 percent slopes WkD Wickes loam, 8 to 15 0 percent slopes WkE Wilkes loam, 15 to 25 0 percent slopes WkF Wilkes loam, 25 to 45 0 percent slopes U.S. Fish and Wildlife ServiceNational Wetlands Inventory ,y 101 1:15,432� 0.125 025 0.5 mi 0 10 0.2 0.4 0.8 km LOCATION Lat: 35.19173 °N Wetlands Long:-80.98445 2W HUC: 03050101 (Upper Catawba) Dixie ! Berryl l l 'f? `- Project BoundaryF;, - Study Limits ' I 00 (+/-) 126 acres I August 12, 2021 Wetlands Freshwater Emergent Wetland Lake Estuarine and Marine Deepwater . Freshwater Forested/Shrub Wetland Other Estuarine and Marine Wetland Freshwater Pond Riverine Beaverdam Creak b if C r° C U.S. Fish and Wildlife Service, National S O Wetlands team gov J � ID � ¢ v + s�U z >vy �30 N N Q 'fl N 3 a a a v a a Q � o 0 � a 0 z T Z j N OL Z a) LLJ = O or, Ov O O H a U Q a Z Q a Q J = -0 Q LN N a) ++ W U N U � L a ILL v Z -� O � Q Z This map is for general reference only. The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the base data shown on this map. All wetlands related data should be used in accordance with the layer metadata found on the Wetlands Mapper web site. FIGURE 7 National Wetlands Inventory (Ni This page was produced by the NWI mapper 08/13/21 TAX PARCEL MAP Project Boundary Study Limits 126 ac total) r -w PARCEL #: 11328143 CRESCENT RIVER DISTRICT LLC _ 227 W TRADE ST STE 1000 ti CHARLOTTE, NC 28202-1664 lie • r l 1 1 1 r rr 4 I 1 r1 PARCEL #: 11328148 l CRESCENT COMMUNITIES II LLC 227 W TRADE ST STE 1000 l ti CHARLOTTE, NC 28202-1664 1 � 1 1 r r � x MeckleI nburg i } Date Printed: 8/13/2021 9:57:45AM PARCEL#: 11320101 CRESCENT RIVER DISTRICT LLC 227 W TRADE ST STE 1000 CHARLOTTE, NC 28202-1664 r✓r � - � f I �- PARCEL #: 14114201 CRESCENT RIVER DISTRICT LLC 227 W TRADE ST STE 1000 CHARLOTTE, NC 28202-1664 a —IL PARCEL #: 14128103 CRESCENT RIVER DISTRICT LLC l r 227 W TRADE ST STE 1000 6s r CHARLOTTE, NC 28202-1664 F ` r •• I`t - "L If p LOCATION Lat: 35.19173 °N, Long:-80.98445 °W 0 0.0450.09 0,.18�1E� Source: https://poiaris3g.mecklenburgcountync.gov HUC: 03050101 (Upper Catawba) Acres: WESTROW PHASE 1 Drawn By: Reviewed By: FIGURE +/- 126 Mecklenburg County, INC PJK/JAL Wetlands and Enviro"mental Fianning Group Leonard S. Rindner, PLILC. 8 Date: TAX PARCEL MAP Prepared for: Crescent River District LLC len.rindnerou wer_ 08113121 Approximate Location - For Study Purposes Only 227 West Trade St , . •, . -2277 Subject to USACE/NCDEQ verification Charlotte, NC 28202 d�. low MINK wpm -- nil .. 4F 41� ytAM VAN -10 •� - `1' � � '.ter �. 7 .'@`k'�^ �'�Y r - - .3� P _ 'L it PHOTO 2a: View downslope from the origin of Intermittent Stream AA, facing downslope. DATE/TIME: 2021:04:21— 10:36:00, COORDINATES: 35.19114,-80.98812 PHOTO 3: View of Wetland RD, facing upslope. DATE/TIME: 2021:04:21— 11:20:00, COORDINATES: 35.19317,-80.99171 WEPG- Wettands and Environmental Planning Group Westrow Phase 1; Mecklenburg County, NC Representative Landscape Photographs Leonard S. Rindner, PLLC. n. %r PHOTO 5a: View of Intermittent Stream RY, facing upslope to the origin/headcut. DATE/TIME: 2021:04:22 — 11:45:00, COORDINATES: 35.19436,-80.99042 PHOTO 6: View of Intermittent Stream RX, facing downslope. DATE/TIME: 2021:04:21— 12:03:00, COORDINATES: 35.19437,-80.99077 Westrow Phase 1; Mecklenburg County, NC Representative Landscape Photographs Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC, PHOTO 6a: View of Intermittent Stream RX, facing upslope to origin/headcut. DATE/TIME: 2021:04:21— 12:03:00, COORDINATES: 35.19437,-80.99077 PHOTO 7: View of non -aquatic feature (gully or Swale), facing upslope. DATE/TIME: 2021:04:21— 12:05:00, COORDINATES: 35.19460,-80.99053 Westrow Phase 1; Mecklenburg County, NC Representative Landscape Photographs Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC, PHOTO 8: View of Perennial Stream EE, facing upslope. DATE/TIME: 2021:04:21— 12:07:00, COORDINATES: 35.19473,-80.98926 PHOTO 9: View of non -aquatic feature (gully or Swale), facing upslope. DATE/TIME: 2020:05:04— 03:20:00, COORDINATES: 35.19883,-80.98907 Y.E P Wettands and Environmental Planning Group Westrow Phase 1; Mecklenburg County, NC Representative Landscape Photographs Leonard 5. Rindner, PLLC. PHOTO 10: View of Perennial Stream Beaverdam Creek, facing upslope. DATE/TIME: 2020:04:03 — 03:22:00, COORDINATES: 35.18610,-80.98372 WE PG Wettands and Environmental Planning Group Westrow Phase 1; Mecklenburg County, NC Representative Landscape Photographs Leonard S. Rindner, PLLC. U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT., See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a) Project/Site: Westrow Phase 1 Applicant/Owner: Crescent River District LLC City/County: Charlotte/Mecklenburg Sampling Date: 04/21/21 State: NC Sampling Point: DP1:wtidRD Investigator(s): WEPG Section, Township, Range: Landform (hillside, terrace, etc.): hillside Local relief (concave, convex, none): concave Slope (%): 0-2 Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.19317 Long:-80.99171 Datum: NAD84 Soil Map Unit Name: MO: Monacan Loam NWI classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks: Data Point #1 (DP1) is representative of Wetland RD. Conditions were "Normal' compared to the 30 year normal range. (Antecendent Precipitation Tool for this location on 04/21 /21) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) —Surface Soil Cracks (136) _Surface Water (Al) _True Aquatic Plants (1314) X Sparsely Vegetated Concave Surface (138) _ High Water Table (A2) —Hydrogen Sulfide Odor (C1) X Drainage Patterns (1310) _Saturation (A3) _Oxidized Rhizospheres on Living Roots (C3) _Moss Trim Lines (B16) —Water Marks (61) —Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) _Sediment Deposits (62) _Recent Iron Reduction in Tilled Soils (C6) _Crayfish Burrows (C8) _Drift Deposits (133) _Thin Muck Surface (C7) _Saturation Visible on Aerial Imagery (C9) —Algal Mat or Crust (134) —Other (Explain in Remarks) —Stunted or Stressed Plants (D1) _ Iron Deposits (135) _ Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (137) —Shallow Aquitard (D3) —Water-Stained Leaves (139) _ Microtopographic Relief (D4) Aquatic Fauna (613) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No X Depth (inches): Water Table Present? Yes No X Depth (inches): Saturation Present? Yes No X Depth (inches): Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Five Strata) - Use scientific names of plants. Sampling Point: DP1:WtIdRD Tree Stratum (Plot size: 20 ) % Cover Species? Status Dominance Test worksheet: 1. Liquidambar styraciflua 55 Yes FAC Number of Dominant Species 2. Ulmus americana 20 Yes FACW That Are OBL, FACW, or FAC: 3 (A) 3. Fagus grandifolia 10 No FACU Total Number of Dominant 4. Species Across All Strata: 5 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW, or FAC: 60.0% (A/B) 85 =Total Cover Prevalence Index worksheet: 50% of total cover: 43 20% of total cover: 17 Total % Cover of: Multiply by: Sapling Stratum (Plot size: 15 ) OBL species 0 x 1 = 0 1. Fagus grandifolia 25 Yes FACU FACW species 20 x 2 = 40 2. FAC species 70 x 3 = 210 3. FACU species 55 x 4 = 220 4. UPL species 0 x 5 = 0 5. Column Totals: 145 (A) 470 (B) 6. Prevalence Index = B/A = 3.24 25 =Total Cover Hydrophytic Vegetation Indicators: 50% of total cover: 13 20% of total cover: 5 _ 1 - Rapid Test for Hydrophytic Vegetation Shrub Stratum (Plot size: 15 ) X 2 - Dominance Test is >50% 1. Liquidambar styraciflua 15 Yes FAC 3 - Prevalence Index is :53.0' 2. Elaeagnus angustifolia 15 Yes FACU _ 4 - Morphological Adaptations' (Provide supporting 3. Fagus grandifolia 5 No FACU data in Remarks or on a separate sheet) 4. -Problematic Hydrophytic Vegetation' (Explain) 5. 'Indicators of hydric soil and wetland hydrology must 6. be present, unless disturbed or problematic. Definitions of Five Vegetation Strata: 35 =Total Cover 50% of total cover: 18 20% of total cover: 7 Tree - Woody plants, excluding woody vines, Herb Stratum (Plot size: 5 ) approximately 20 ft (6 m) or more in height and 3 in. 1 (7.6 cm) or larger in diameter at breast height (DBH). 2. Sapling - Woody plants, excluding woody vines, 3, approximately 20 ft (6 m) or more in height and less 4 than 3 in. (7.6 cm) DBH. 5. Shrub - Woody Plants, excluding woody vines, g approximately 3 to 20 ft (1 to 6 m) in height. 7• Herb -All herbaceous (non -woody) plants, including 8. herbaceous vines, regardless of size, and woody g plants, except woody vines, less than approximately 10. 3 ft (1 m) in height. 11. Woody Vine - All woody vines, regardless of height. =Total Cover 50% of total cover: 20% of total cover: Woody Vine Stratum (Plot size: 20 ) 1. 2. 3. 4. 5' Hydrophytic =Total Cover Vegetation 50% of total cover: 20% of total cover: Present? Yes X No Remarks: (Include photo numbers here or on a separate sheet.) The plot size of the Tree and Woody Vine strata were limited to 20' due to the width of the wetland. Wetland understory was sparsely vegetated. ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DP1:WtIdRD Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type Loc Texture Remarks 0-4 7.5YR 3/2 100 Loamy/Clayey 4-10 7.5YR 5/1 80 7.5YR 4/6 20 C M Loamy/Clayey Prominent redox concentrations 10-20 7.5YR 5/1 60 7.5YR 4/6 40 C PL/M Loamy/Clayey Prominent redox concentrations 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _ Histosol (Al) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ 2 cm Muck (A10) (MLRA 147) Histic Epipedon (A2) _Thin Dark Surface (S9) (MLRA 147, 148) _Coast Prairie Redox (A16) —Black Histic (A3) —Loamy Mucky Mineral (F1) (MLRA 136) (MLRA 147, 148) _ Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) —Piedmont Floodplain Soils (F19) _Stratified Layers (A5) X Depleted Matrix (F3) (MLRA 136, 147) _ 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) —Red Parent Material (F21) X Depleted Below Dark Surface (A11) _ Depleted Dark Surface (F7) (outside MLRA 127, 147, 148) —Thick Dark Surface (Al2) _ Redox Depressions (F8) —Very Shallow Dark Surface (F22) —Sandy Mucky Mineral (S1) _ Iron -Manganese Masses (F12) (LRR N, —Other (Explain in Remarks) Gleyed Matrix (S4) MLRA 136) _Sandy —Sandy Redox (S5) _ Umbric Surface (F13) (MLRA 122, 136) 3Indicators of hydrophytic vegetation and —Stripped Matrix (S6) —Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, Dark Surface (S7) Red Parent Material (F21) (MLRA 127, 147, 148) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes X No Remarks ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT., See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a) Project/Site: Westrow Phase 1 City/County: Charlotte/Mecklenburg Sampling Date: 04/21/21 Applicant/Owner: Crescent River District LLC State: NC Sampling Point: DP2: Upld Investigator(s): WEPG Section, Township, Range: Landform (hillside, terrace, etc.): hillside Local relief (concave, convex, none): concave Slope (%): 0-3 Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.19327 Long:-80.99163 Datum: NAD84 Soil Map Unit Name: WkF: Wilkes Loam NWI classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X Remarks: Data Point #2 (DP2) was taken approximately 30' north and east of Wetland RD (DP1). Conditions were "Normal" compared to the 30 year normal range. (Antecendent Precipitation Tool for this location on 04/21/21) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) —Surface Soil Cracks (136) —Surface Water (Al) _True Aquatic Plants (1314) —Sparsely Vegetated Concave Surface (138) _ High Water Table (A2) —Hydrogen Sulfide Odor (C1) —Drainage Patterns (1310) _Saturation (A3) _Oxidized Rhizospheres on Living Roots (C3) _Moss Trim Lines (B16) —Water Marks (61) —Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) _Sediment Deposits (132) _Recent Iron Reduction in Tilled Soils (C6) _Crayfish Burrows (C8) _Drift Deposits (133) _Thin Muck Surface (C7) _Saturation Visible on Aerial Imagery (C9) —Algal Mat or Crust (134) —Other (Explain in Remarks) —Stunted or Stressed Plants (D1) _ Iron Deposits (135) _ Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (137) —Shallow Aquitard (D3) —Water-Stained Leaves (139) _ Microtopographic Relief (D4) Aquatic Fauna (613) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No X Depth (inches): Water Table Present? Yes No X Depth (inches): Saturation Present? Yes No X Depth (inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Five Strata) - Use scientific names of plants. Sampling Point: DP2: Upld Tree Stratum (Plot size: 30 ) % Cover Species? Status Dominance Test worksheet: 1. Fagus grandifolia 55 Yes FACU Number of Dominant Species 2. Liquidambar styraciflua 25 Yes FAC That Are OBL, FACW, or FAC: 2 (A) 3. Total Number of Dominant 4. Species Across All Strata: 9 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW, or FAC: 22.2% (A/B) 80 =Total Cover Prevalence Index worksheet: 50% of total cover: 40 20% of total cover: 16 Total % Cover of: Multiply by: Sapling Stratum (Plot size: 15 ) OBL species 0 x 1 = 0 1. Fagus grandifolia 45 Yes FACU FACW species 0 x 2 = 0 2. Acer saccharum 20 Yes FACU FAC species 30 x 3 = 90 3. FACU species 215 x 4 = 860 4. UPL species 0 x 5 = 0 5. Column Totals: 245 (A) 950 (B) 6. Prevalence Index = B/A = 3.88 65 =Total Cover Hydrophytic Vegetation Indicators: 50% of total cover: 33 20% of total cover: 13 _ 1 - Rapid Test for Hydrophytic Vegetation Shrub Stratum (Plot size: 15 ) 2 - Dominance Test is >50% 1. Elaeagnus angustifolia 45 Yes FACU 3 - Prevalence Index is :53.0' 2. Acer saccharum 15 Yes FACU 4 - Morphological Adaptations' (Provide supporting 3 data in Remarks or on a separate sheet) 4. -Problematic Hydrophytic Vegetation' (Explain) 5. 'Indicators of hydric soil and wetland hydrology must 6. be present, unless disturbed or problematic. Definitions of Five Vegetation Strata: 60 =Total Cover 50% of total cover: 30 20% of total cover: 12 Tree - Woody plants, excluding woody vines, Herb Stratum (Plot size: 5 ) approximately 20 ft (6 m) or more in height and 3 in. 1. Lonicera japonica 20 Yes FACU (7.6 cm) or larger in diameter at breast height (DBH). 2. Elaeagnus angustifolia 15 Yes FACU Sapling - Woody plants, excluding woody vines, 3, approximately 20 ft (6 m) or more in height and less 4 than 3 in. (7.6 cm) DBH. 5. Shrub - Woody Plants, excluding woody vines, g approximately 3 to 20 ft (1 to 6 m) in height. 7• Herb -All herbaceous (non -woody) plants, including 8. herbaceous vines, regardless of size, and woody g plants, except woody vines, less than approximately 10. 3 ft (1 m) in height. 11. Woody Vine - All woody vines, regardless of height. 35 =Total Cover 50% of total cover: 18 20% of total cover: 7 Woody Vine Stratum (Plot size: 30 ) 1. Bignonia capreolata 5 Yes FAC 2. 3. 4. 5' Hydrophytic 5 =Total Cover Vegetation 50% of total cover: 3 20% of total cover: 1 Present? Yes No X Remarks: (Include photo numbers here or on a separate sheet.) Relatively sparse understory. ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DP2: Upld Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type Loc Texture Remarks 0-6 7.5YR 3/2 100 Loamy/Clayey 6-12 7.5YR 4/6 80 7.5YR 5/2 20 D PL Loamy/Clayey 12-20 7.5YR 4/6 60 7.5YR 5/2 40 D M Loamy/Clayey 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _ Histosol (Al) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ 2 cm Muck (A10) (MLRA 147) _Histic Epipedon (A2) _Thin Dark Surface (S9) (MLRA 147, 148) _Coast Prairie Redox (All6) _ Black Histic (A3) —Loamy Mucky Mineral (F1) (MLRA 136) (MLRA 147, 148) _ Hydrogen Sulfide (A4) —Loamy Gleyed Matrix (F2) —Piedmont Floodplain Soils (F19) —Stratified Layers (A5) _ Depleted Matrix (F3) (MLRA 136, 147) _ 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) —Red Parent Material (F21) _ Depleted Below Dark Surface (A11) _ Depleted Dark Surface (F7) (outside MLRA 127, 147, 148) _ Thick Dark Surface (Al2) _ Redox Depressions (F8) _ Very Shallow Dark Surface (F22) _ Sandy Mucky Mineral (S1) _ Iron -Manganese Masses (F12) (LRR N, _ Other (Explain in Remarks) Gleyed Matrix (S4) MLRA 136) _Sandy _ Sandy Redox (S5) _ Umbric Surface (F13) (MLRA 122, 136) 3Indicators of hydrophytic vegetation and _ Stripped Matrix (S6) _ Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, Dark Surface (S7) Red Parent Material (F21) (MLRA 127, 147, 148) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No X Remarks ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 STREAM REACH EVALUATION FORM Date: 04/21/21 1 Evaluator: I WEPG Proiect: Westrow Phase 1: (DP3) Intermittent Stream AA Data Point: DP3 Name: Int. Strm. AA Easting:-80.98839 Northina: 35.19129 Total Points: Stream is at least intermittent if > 19 or perennial if > 30* 29 (riaht-click the purple number and left -click Update Field to summarize points) - A A. Geomorphology Absent Weak Moderate Strong SCORE 1a. Continuity of channel bed and bank 0 1 2 3 3 2. Sinuosity of channel along thalweg 0 1 2 3 2 3. In -channel structure: riffle- / step- pool se uence 0 1 2 3 2 4. Particle size of stream substrate 0 1 2 3 2 5. Active/relic flood lain 0 1 2 3 1 6. Depositional bars or benches 0 1 2 3 1 7. Recent alluvial deposits 0 1 2 3 1 8. Headcuts 0 1 2 3 2 9. Grade controls 0 0.5 1 1.5 1 10. Natural valley 0 0.5 1 1.5 1 11. Second or greater order channel No = 0 Yes = 3 0 Geomorphology Subtotal a Man-made ditches are not rated: see discussion in NCDWQ Manual B. Hvdroloav 12. Presence of Baseflow 0 1 2 3 1 13. Iron Oxidizing Bacteria 0 1 2 3 0 14. Leaf litter 1.5 1 0.5 0 1 15. Sediment on plants or debris 0 0.5 1 1.5 .5 16. Organic debris lines or piles Wrack lines 0 0.5 1 1.5 .5 17. Soil -based Evidence of high water table? No = 0 Yes = 3 3 Hydrology Subtotal 6 C. Bioloav 18. Fibrous roots in streambed 3 2 1 0 2 19. Rooted upland plants in streambed 3 2 1 0 3 20. Macrobenthos note diversity and abundance) 0 1 2 3 1 21. Aquatic Mollusks 0 1 2 3 0 22. Fish 0 0.5 1 1.5 0 23. Crayfish 0 0.5 1 1.5 0 24. Amphibians 0 0.5 1 1.5 .5 25. Algae 0 0.5 1 1.5 .5 26. Wetland plants in streambed FACW= 0.75, OBL= 1.5, Other= 0 0 Biology Subtotal * Derennial streams may also be identified usina other methods. See Daae 35 of NCDWQ manual. Notes: Sand, gravel, cobble Adapted from NCDWQ: Methodology for Identification of Intermittent and Perennial Streams and their Origins. (version 4.11) STREAM REACH EVALUATION FORM Data Point: DP4 Name: Per. Strm. EE Date: 04/21/21 1 Evaluator: I WEPG Eastin : - 80.99117 W Project: I Westrow Phase 1: DP4 Perennial Stream EE Northing: 35.19409 N Total Points: Stream is at least intermittent if > 19 or perennial if > 30* 37.0 (right -click the purple number and left -click Update Field to summarize points A. Geomorphology Absent Weak Moderate Strong SCORE la. Continuity of channel bed and bank 0 1 2 3 3 2. Sinuosity of channel along thalweg 0 1 2 3 2 3. In -channel structure: riffle- / step- pooll se uence 0 1 2 3 2 4. Particle size of stream substrate 0 1 2 3 3 5. Active/relic flood lain 0 1 2 3 2 6. Depositional bars or benches 0 1 2 3 2 7. Recent alluvial deposits 0 1 2 3 1 8. Headcuts 0 1 2 3 0 9. Grade controls 0 0.5 1 1.5 1 10. Natural valley 0 0.5 1 1.5 1.5 11. Second or greater order channel No = 0 Yes = 3 3 Geomorphology Subtotal a Man-made ditches are not rated: see discussion in NCDWQ Manual B. Hydrology 12. Presence of Baseflow 0 1 2 3 2 13. Iron Oxidizing Bacteria 0 1 2 3 0 14. Leaf litter 1.5 1 0.5 0 1 15. Sediment on plants or debris 0 0.5 1 1.5 1 16. Organic debris lines or piles Wrack lines 0 0.5 1 1.5 0.5 17. Soil -based Evidence of high water table? No = 0 Yes = 3 3 Hydrology Subtotal 7 C. Biology 18. Fibrous roots in streambed 3 2 1 0 2 19. Rooted upland plants in streambed 3 2 1 0 3 20. Macrobenthos note diversity and abundance 0 1 2 3 2 21. Aquatic Mollusks 0 1 2 3 0 22. Fish 0 0.5 1 1.5 0.5 23. Crayfish 0 0.5 1 1.5 0.5 24. Amphibians 0 0.5 1 1.5 0.5 25. Algae 0 0.5 1 1.5 0.5 26. Wetland plants in streambed FACW= 0.75, OBL= 1.5, Other= 0 0 Biology Subtotal perennial streams may also be identified using other methods. See page 35 of NCDWQ manual. Notes: Perennial stream with fish observed in pools. Adapted from NCDWQ: Methodology for Identification of Intermittent and Perennial Streams and their (version 4.11) Origins. N X LU N C6 ■7 Plans/Exhibits w cA r MATCHLINE: THIS SHEET- 1��///ram )�/�.^�..�T�� —-� Z \`— r PROJECT AREA /fl/lJII1�� ll1`� T\LJ \\ 1 11 II11 BOUNDARY �fy �� INTERMITTENT 7- ��iJj' PROJECT AREA r BOUNDARY i V - (mn(l(�t� -� ,INTERMITTENT STREAM RY Lu v iklC� LENGTH = 11± LF > --7_ 1{II!)I (I ��(1 j �// ! �> � �) 1{ fir t /�� — Q � M r/l a fl%; rc1<< z >_ o2L LLj It �/1��r90 ) �`� �1--z ac 0 Lu \\ / ) l - - — - -- �/ /lf / 1 rJ. Ili / cry cn ���ir� ��� �4'PERENNIAL � \\ �T� ��/ n��� -- � ' �� / i f�(1 -.1 "' i Lu T� 0 y��((6 `` 1�1�ti1ti1,) ti I�jr�ll�,lf1�l�(/rC ��Z AM RX LENGTH E36±LF PNNIALII STREAM EET LENGTH = 1365± LF WETLAND 1 WETN D RDA� AREA: 703± SF (0.016 AC) . STREAM AA4 VA iT �1� LENGTH = 1373± LF \ �� j/r✓� C t r` 1 ` L \ �l/f T 1t ��� STING PROPERTY LINES 0 \1,��� �SS(� ��l �J��Jr ( L �\ INTERMITTENT — \� 1�~ �t \� �� `� // / Z r1 STREAM AA \\�� 4 �T�� �� Z �!( \ Sri �t ==� \\` 1\\�\� i�// \ c� r o� �r 1 / � K 3 � o?l. 1r�, r� LENGTH = 328± LF � Y o 15y 14 s S cs ti ill \�? {. , . �- +-ti ;\�\` \` MATCHLINE: FOR CONTINUATION REFER TO SHEET 1 "= 400' o 0 200' 400' 800' a 6 ¢ w 9M `em9 V) z 0 0 z 0 (i z X w WPM ..> � \�111 i�l� 1��� =\\\t L\ `\�`� \\ �/ ~ j < \� /�� /�✓��r ��J ) I 1 I /ill/� \ _ Aa .r �, J-("1, ��`�! I \ �.� C ✓ $ o1J J //C �\ \\� l 5 A C LWE: F O TINUQTI N EF I �T rC r D1 r 7 I a� 5 1 L 1! �P_OECLAREABOUNDARYo� If S,.-V 9 �. ra ��\ �i � f � /� �,��+```' �.'�..�,�---._,.^ � �� � >�) '�)�` \\ w �/r� ✓j J r•� }�`� J�` �l 111J1J � lll� �'� r,- J ��—� \l\\\\ �'ti- / / / / � � �� r \ `` �� �(jf��1/ ► '��''�'�'�1 i $ t I � f '-• � 1 r> p'1� // � �/� _ I(�r� Jet �I )vow �� �-' Jl�( '' ,." r�--� /e/ Y .�- -• �� 1 � \4 I(j({{��,1 11\ � it/� f � � �h� ��i 11l � \``\\\ `�� r \ts!rr���ll\1(�`�-,\\�`\11`2 (}jl`l` 1 EXISTING Q \\�� r I / ) I f PROPERTY LIN \` j / illy � �� /�J / ��/ t/1 1 -� �, � ^vi.� ��� j 1 rS � f � � l�, ► °�till1\�-J f�ti � \�% /%//// 1 / / (� -- ' / `� I 4 }l �} i �l It « '� �� �!�� �>✓ /'�/I/ �,� — 06 XISTIt PRI E5 Y LINE /i }� \\ ll 4 \ \ P�F ENNIAL STR � A ✓_� / i �� 1 1 1 �. t /, III �. Q� 7 4 t t� I �� �� VA_'� BEAVERDAM CREEK ( �iI ((Irr \ �W U Z `�\\`\�� ���� �S�� ✓ram J�r�1��� 4ti�1y1 INTERMITTENT II �it, 1 �J'l>1G H=1t (�( II� �JJ>>> _ — _o ` \ [ g /{� \ vv �ivv�v) �i �✓ �1 ���/r , A ��� } STREAM CC�� CL O w o WETLAND-D- I� J��� > Z Z (� J�\� \vl\ 417�AREA=18+/-SF`{> -»- / �f III%/ i O ! f )�1 t�7l\ z � (0.0004AC) z z EXISTING 24"0 BEAVERDAM � w Q w CREEK TRUNK SEWER AND / I X J/Jf / �` ti\ )f 1))✓/��� EASEMENT U U w ,,�/!s '' r �f , / \�� 1I1� ��//O ���\\ )�1) Jjl ���-`� y�v •`V���Ij /)1 %r���r � /1l �� \1,� � i�� \�� V'.�.w \\ � �,/� EXISTING CLT L\��ASEMENT I 1� \ ° WATER SEWER ) ACCESS Em �� �— z Z o Y O U O N H N C0 M O 1 "= 400' o o — LL �O 00 200' 400' 800, 0 w a wfd ¢ w PROJECT AREA- BOUNDARY i PlMn, t STREAM LENGTH = 36± NOIMPA PERENNIAL, STREAM EE LENGTH = 1365± LF PUMP STATION ACCESS�ROAD„ - ��� � -STATION SAND / �!- WETLAND RD, 1�AREA = 703± SF (0.016 AC)_ /i1� ' • // NO IMPACT MATCHLINE: THIS SHEET_ PROPOSED SEWER CROSSING #1 PROJECT AREA � BOUNDARY -PERENNIAL STREAM EE �r^� TEMPORARY IMPACT = 32 LF (0.0052 AC) POSED PRESOERVE RESIDENTIAL INTERMITTENT E P K / STREAM RY LENGTH = 11± LFodd ENO IMPACT pRESERVEEAST Irfjp \if�V1—�ii/rrf / f PROPOSED CULVERT 1,j ! I` RESIDENTIAL ff % PERENNIAL STREAM EE e / TEMPORARY IMPACT = 200 LF (0.0318 AC) i 5PERMANENT IMPACT = 193 LF (0.0345 AC) f MATCHLINE: THIS SHEETi// PROJECT AREA BOUNDARY (- WET POND# ti RESIDENTIAL p�Illll�l �� �PERENNIAL STREAM AA4 jv1, LENGTH = 1373± LF ,r 1 / k NO IMPACT _h � j INTERMITTENT STREAM AA>� LENGTH = 328± LF. NOIM_PACT 9M Iw ,>. . �i► /�. I ,, I . Igo czt_ row I `inJ Is„ r I 1�■ I' r ��•�' �a ��/ ��(, v.110GWtiI nos rp �I■M >La I .. •. • .1'9�[ `mini `A�IAIr,! 1� • �� ��� al •! • ra•��,jA-rppl� r:5tl �!/' f/I Wwo nJii • �'n • *'r \_s �l / Lr • • U riia T % \�I ��{ T I",� � �� ��' � ir.enr.li fir.—w A a r r [. / / �/'! ! Mimic Anal i' , �' i;i ' ' ;� '► ' •'•:- 0 .•. . km 1 11 11 :11 rn r WET _POND #1 1 o� RIVER DISTRICT DRIVE �% ll / 1y j MATCHLINE: FOR CONTINUATION REFER TO SHEET 3-- J� i f �o 3: ti .1 ..- I�j)I Al (t�tf �` �(�'�� f ) r✓�� ALL �, ,7 5�/rs)),,11i PROPOSED SEWERi� CROSSING #2 i ! BEAVERDAM CREEK \`C� TEMPORARY IMPACT = 31 LF •�� EXISTING PROPERTY LINE f �( } ��({ {��\ t ���� ���Sri, " )�� PERENNIAL STREAM �? BEAVERDAM CREEK /� r r�j�✓ ll�ll�(I J``�\?� �j�•�{!\ l��`///Ill/�J /// PROJECT AREA BOUNDARY z �PROPOSED i30' CHARLOTTE J WATER SANITARY SEWER EASEMENT 'EXISTINGZ{ti PROPERTY LINE ltl� INTERMITTENTSTREAM NO IMPACT WETLAND-D T a AREA = 18+/- SF / NO IMPACT �g9 a EXISTING 24"0 BEAVERDAM CREEK 1/� IIIII J J � �('\ �� �`TRUNK SEWER AND �1I EXISTING CLT SEWER ) � ' Y H 1 "=400' o 0 200' 400' 800, ¢ w U Q J Z J J OU 0r Lu U cn = d0LLu —J Z % CL LLj O I H � ~ W wQw Lu > = 0Y UU O 0 0 C, N C0 M � L 0 o LL hi d z o 0 o in a Ln /• II � r/r/ �1 � r ��\ 6o y �/ / _ / I 1 J / PROP. FORCEMAIN / (TYP.) / PUMP STATION\ ACCESS ROAD, L - PROP. OPEN CUT SEWER INSTALLATION fn TO IMPACT PERENNIAL TRIBUTARY EE\ PROP. TEMPORARY IMPACT = 32 LF (0.0052 AC)� HEADWALLS STREAM AND BANKS TO BE RESTORED (TYP.) J AFTER SEWER INSTALLATION - 1 / PROP / 30' SANITARY SEW"=Rl 610 SSMH-112 / / EASEMENT (TYP.)_ PROP. SANITARY SEWER (TYP.)' PROP. PUMP AROUND- DISCHARGE LOCATION/ _ / %PERENNIAL 0 PROP SSMH-1 TRIBUTARY EE "/�- // PROP PROP SSMH-2 \ 6SMH-3 or JCVVCR MULIC00 I[VV 1 C AIVU EASEMENT (NOT PAVED) PROP. WATERMAIN (TYP.) ' I I / L - PROJECT PROP. STORM / / i i l ` - - -BOUNDARY (TYP.) l DRAINAGE (TYP.)i PROP. FORCEMAIN- (TYP.) _ STREAM TOP OF em9 BANK= 1 PROPOSED TEMPORARY COFFER DAM (OR APPROVED EQUAL) PROPOSED / ,TEMPORARY STREAM // w - PUMP AROUND PROP. ROAD 96" 0 CULVERT (BURIED 1') � 032 TO IMPACT PERENNIAL TRIBUTARY EE / U U 62o TEMPORARY IMPACT = 200 LF (0.0318 AC) Z J CL s PERMANENT IMPACT = 193 LF (0.0345 AC) J - �O j b I KtAM � 0(-) w EX. STREAM % I I - Q � w \ l CENTERLINE (TYP.) / W U vj >- o gd0 \ 1010, Q PROP. FORCEMAIN I Q H 00 6a2 (TYP.) CL p W m_ Z oC o LLI ~ 6yti / O Z Q I 6y6 /I cn_j0 Z w / > U U CL J � 652 o � C m Z Z Y 0 U O 0 N I H N C2 O M Z 1"=100' o — LL o U U hi m a) to 0 50' 100' 200' a 0 o rn 6-U) Ln ¢ w 645 645 �M 640 640 PROP. G D OA C T R I E eM9 za9 a �� 635 635 PROP. ll;tz 630 W TER I 630 15" R P 625 CI- 625 I z O PRO62O FORCEP A2LU 620 u N U u 615 615 z JO U w Q � J 610 610 Q o w zLU > w >CL L Q 605 605 O 0 O D U 0 600 CENT LIN 600 WQLLJ w U U 3 595 595 m PROP. 96" R P C L R B E z Y 0 590 590 U � CN N o M 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 1 "= 8'VERTICAL 1"=80' HORIZONTAL z ° o — o LL 2 60 0 4' 8' 16' 0 40' 80' 160' ¢ w �' a �' `D 640 635 630 625 620 615 610 605 600 595 590 85 640 635 630 625 620 615 610 605 600 595 W 590 1"=8' VERTICAL Z 0 4' 8' 16'EL v 585 1"=80' HORIZONTAL Z ¢ 0 40' 80' 160' a v ¢ w �M �M �a `qQ zm�{ �gI C NTE INE TR A LU LL O CL Q J zJ � v w — Q J N U U) U = > LU it] z > w� Q 0 I__z O U N 0� c N Q LLJ LLI U U PRO . 1 " FOPqEV IN— X O . 15" C PROP. HEADWALL YOTFIERS i BY OTHERS A WA L 187.82 96" RCP 100 YEAR STORM: 598.13 CULVERT 1.06% LF OF @ O Y A S OR : 5 s EA 7.8 594. DOWNSTREAM—LJJ NV' 93• oY A SrR:5 7.0 2 Y AR ST R : 596.5 ri=gi\10 _- o0 N r� — o o U LL ° tO 5 RO I L MATMIALz 1' O AP ROVE 5 5 00 P OP. 8" SA I I I 1+50 2+00 EX. I 2+50 GRADE IT 17 CENTERLINE S I @ STREAM WE 3+00 0+00 0+50 1+00 I 3+50 625 620 615 610 605 600 595 590 585 5 625 620 615 610 605 600 595 590 585 w W m z 580 ° z Y U H z ° ¢ U ¢ w z� �M �M �a 0 goo `em9 �gI 0 U N N O Q J U O U_ N U C/) U Q Lu CL o w z Lu > z> > i LLl Q � w O H >W Q co w SSMH-1 RIM: 606.39 8" INV. IN: 597.45 (SSMH-2) 8" INV. OUT: 587.24 (SSMH-112) SSMH-112 RIM: 598.98 8" INV. IN: 585.93 (SSMH-1) 8" INV. IN: 585.93 (SSMH-113) 10" INV. OUT: 585.76 (SSMH-111) EXI TIN RA EZ S W R CENT LI OF N I SEEP L A 11 1 9 .3 A I- E P C L R S =1+3.7 E PC R JA 2 4. 1 0 O 0 N N C0 M O o LL �O �' a �' _ #1t3l.64 LF OF 8" PVC Pipe @ 1.00% 0+00 0+50 1+00 1+50 2+00 1"=8' VERTICAL 1"=80' 2+50 HORIZONTAL 80' 3+00 3+50 160' 0 4' 8' 16' 0 40' SSMH-202 / INTERMITTENT STREAM C V�\\ co' / N IMPACT \ v l // \ POSTI COtJSTRUCTIOIN 1 N B�FFER / WETLAND D ` 50' WETLAN I BUFFER 61 SELTING STREAMXISTING 7 j I OP OF BANK � � PROP �� TY LINE 616 J v / f EXI TING SEWER \ , ,EASEMENT / \ PROP. 30' SANITARY J SEWER EASEMENT (TYP.) 605 POST CONSTRUCTION / ` \ BUFFER ]�, SWIM BUFFER BEA/AM / CREEK EXISTING STREAM CENTERLINE (TYP.) 'ROP 3SMH-201 PROPOSED COFFER DAM AND EXISTING/�, BYPASS PUMP ARO-UND SYSTEM/ CHARLOTTES / 6p2 WATER SEWER BEAVERDAM CREEK ACCESS z� 9M / 31 LF (0.0071 AC) OF / EASEMENT U w TEMPORARY IMPACT FOR. / Q OPEN CUT OF SE ER / � � J J U Gy PROPOSED / U Q �p _ANTI -SEEP / — Q IL COLLARS (TYP) W U F — / w _z � U H Z Q F-- -iU w EXIST / W Q co Q SSMH-201 I \ _ m / EXISTING 14" / TRUNK SEWE13 z CD z Y 0 U O 0 N n H N C0 M O 1"=50' o ;t i� LL 6O 0 25' 50' 100' Q:ia¢ o U) a U) CN ¢ w 620 615 610 605 .mm 595 590 585 RIM: 603.00 12" INV. IN: 592.99 (SSMH-202) 12" INV. OUT: 592.79 (EXIST SSMH-14 N R 117.72 LF OF 12" PVC Pipe @ 1 SSMH-14 RIM: 603.85 24" INV. IN: 589.39 (SSMH-15) 24" INV. OUT: 589.39 (SSMH-13) 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 1"=8' VERTICAL 1"=80' HORIZONTAL 0 4' 8' 16' 0 40' 80' 160' 9M �M �a �LLo 620 `em9 _ 1 Mgt 615 610 605 600 Q J z J W J 595 J � LL o _ U CL CL Lu V) Q — 590 a- o w z >z> > W („ Ln O 585 O o UJ u Ln w wQw >=0� U U N 580 w w m z z C7 z Y U 0 o � M � N � z 0 O_ LL F U_ O U hi d O �O ¢ w CROSS-SECTION INSTALLED LIVE STAKE DETAIL 'I'llFIRM Asa► o � � PLAN VIEW ISEE NOTE a) REQUIREDBY THECITv-CHARLOTTE TO BE IrvCL E.'.A DE FORTHIS TYPE OF TECHNIQUE. THS FIGURE IS NOT TOREPRESEMASTANDARD DESIGN METHOD FOR THIS TYPE OF TECHNIQUE AND SHALL NOT BE USED AS SUCH, 1IF1T TYl �gfoa CHARLOTTE-MECnENBURG I LIVE STAKING 1 OF2 � STORM WATER SERVICES j'p GENERIC DETAIL REQUIREMENTS ,L�6'-0"MAX NOT TO SCALE CITY "\�J�IMNDI INCLUDES CHARLOTTE LAND TEMPORARY STREAM BANK PROTECTION 30.22 NOTES: 1. TEMPORARY STRUCTURAL, TIMBER OR BRIDGE CROSSING ARE PREFERRED TO MINIMIZE IMPACTS. 2. ALL TEMPORARY CROSSINGS SHALL BE REMOVED WITHIN 60-90 DAYS. 3. MINIMUM PIPE DIAMETER FOR BEAVERDAM CREEK AND PERENNIAL TRIBUTARY EE CROSSINGS SHALL BE 72" CMP. 4. CONTRACTOR TO SUBMIT CROSSING DETAIL TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 5. CONTRACTOR TO FOLLOW CONSTRUCTION SEQUENCE AS SHOWN IN WESTROW PHASE 1 INFRASTRUCTURE EROSION CONTROL PLANS REGARDING CROSSING OF PERENNIAL TRIBUTARY EE. PHOTO: LIVE STAKES INSTALLED OVER EROSION CONTROL FABRIC LIVE STAKE DETAIL MEANT TO DEFINE THE MINIMUM INFORMATION REQUIRED BYTHE CITY OF CHARLOTTE TO BE INCLUDED Iry A DETAIL FORTHIS TYPE OF TECHNIQUE. THS FGURE iS NOT MEANT TO REPRESENT A STANDARD DESIGN METHOD FOR THIS TYPE OF TECHNIQUE AND SHALL NOT BE USED AS SUCH. NOT TO SCALE K7iVRM CHARLOTTE-MECKLENBURG LIVE STAKING 20F2 RACSTORM WATER SERVICES DA GENERIC DETAIL REQUIREMENTS SURFACE - DNE- NOTES: 1. REMOVE THE STRUCTURE WHEN NO LONGER NEEDED. (NOT TO EXCEED 1 YEAR). BURFACB adw dvERSIOu 2. AS A MINIMUM, DESCN ME STRUCTURE TO PASS 2 YEAR PEAK FLOW WITHOUT OVERTOPPING. / 3. ENSURE /THAT FLOW VELOCITY THAT EOUTLET OFOF THE HE CROSSING STRUCTUREREIS IS E NON NL. FOR THE NIECE —NIECE —STREAM CHANCXANNL. <. ADDITIONAL MEASURES MAY BE REQUIRED BY ME EROSION CONTROL COORDINATOR OR CITY ENGINEER BASED ON SITE SPECIFIC CONDINONE. SHED STONE k­ 'gr. R. wwew� rt rcen�a ' .—N.. .'FENWR_ NOTE E „HDM R • CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS TEMPORARY STREAM CROSSING a1 OTEE, INCLUDES CHARLOTTE ETJ 30.14 15 U Q J Z —i J F_: 00 L.L Lu U L,^ C) LL LL LLJ Z > LLI OOU J Q LuQLu F- = 0� LU U U Q D_ LLI DO z z Ne a 0 N M H N � z o LL O o H Q U #£ O a1 U d m .o aD = Cl.QfLA < 1 1 PROJECT AREA- / I , BOUNDARY i %fir PERENNIAL STREAM RX LENGTH = 36± LF NO IMPACT PEREINI AL. . STREAM EE LENGTH = 1365± LF PUMP STATION ACCESS ROAD 'fir , t /PUMP FILTER #4 �E� ( MATCHLINE: THIS SHEET_ PROPOSED SEWER CROSSING #1 PROJECT AREA BOUNDARY -PERENNIAL STREAM EE G -TEMPORARY IMPACT = 32 LF (0.0052 AC) (rjj PROPOSED ( - tl / , \ �l I 1 //G ✓�/� /J /��/ `/ PRESERVE EAST RESIDENTIAL PEREN/NIAL ✓ / �/ / % i / \ E P K STREAM RY LENGTH = 11± LF Nn IMPACT ��i//%� 1, fr, JIf.L.Il.111 SE i / / ( 1 PRESERVE EAST / f PROPOSED CULVERT 1,j I )` RESIDENTIAL ff % PERENNIAL STREAM EE T �`� r/ / TEMPORARY IMPACT = 200 LF (0.0318 AC) PERMANENT IMPACT = 193 LF (0.0345 AC) --�it / rWET1',,v�v/I �') / WETLAND RC / � � RESIDENTIAL �� �EVELOPMENT ?� AREA = 703± SF �w (0.016 AC)NOIMPACT ,� \\ fVr //�� % �/� PERENNIAL M cDMI j/ ��) } � l) l STREAM %/�) f fS�% 1 LENGTH = 1373± LF \ NO IMPACT - INTERMITTENT STREAM AA>. LENGTH = 328± LF. NO IMPACT' i1 9M now -r/a �. -`ti ....e<,III 1, wRR\'• 1Ja�.i�l� `�.y.'�Y / YEA., r:.r�`•r �L (, `ice 11'* t �, fwffi a!l�1.�� • � Wl CL •i5n `�i1� Is -� - • �i 11 ,fit 1 OR /��/ 0�$11n - \�:,, N T "r,' kkSs ,�+ • , ;Ely' CL Moir � /— _ r WET _POND #1 1 o� RIVER DISTRICT DRIVE �% ll / 1y j MATCHLINE: FOR CONTINUATION REFER TO SHEET 3-- J� i f �o 3: ti I A-4 �� J \\\\\ \l 1�� f i 1 `` PROPOSEDSEWER \�`� '� `1 n \ CROSSING #2 l\`C ! ��} )i{ %✓ �� J �f��r� `"� i%� BEAVERDAM CREEK� TEMPORARY IMPACT = 31 LF •�� 0.0071 AC)l� EXISTING PROPERTY LINE PERENNIAL STREAM( BEAVERDAM CREEK �/� r- r�j`�✓ ll�l����l�(I J``�\?� �j�•�{! � �\ l��`///Ill/��J n /// PROJECT AREA BOUNDARY z �PROPOSED i30' CHARLOTTE J WATER SANITARY SEWER EASEMENT 'EXISTINGZ{ti PROPERTY LINE INTERMITTENT STREAM TRIBUTARY-C NO IMPACT ill WETLAND-D T a AREA = 18+/- SF / NO IMPACT �g9 / EXISTING 24"0 / 1 \ i BEAVERDAM CREEK 1/� Iit II J TRUNKSEWER AND ������ \EASEMENT. 1 l 1(t �� EXISTING CLT 1 ��\ WATER SEWER ) w ACCESS EASEMENT I / m / , Solt/rr l .�� , r �\ \ . ' Y 1 "=400' o Q 0 200' 400' 800, a U ¢ w Q Q z_ CL J J cl� 0w ~ Lu U t 3 22E O d Oz0 Ln w U F- z Q Z w=� Lu 3 U U CL 0 0 o r M N � o LL o O hi d a 6 c0i .o t M pw a U) N ca s U L N L U 4- 0 N ca U L Q� U Certificate of Credit Purchase fires Environmental Banc & Exchange, LLC Stream and Stream Banks Statement of Availability August 27, 2021 U.S. Army Corps of Engineers Bryan Roden -Reynolds Raleigh Regulatory Field Office 3331 Heritage Trade Center, Suite 105 Wake Forest, NC 27587 Re Project: Westrow Phase 1 This document confirms that the Crescent River District, LLC (Applicant) for the Westrow Phase 1 (Project) has expressed an interest to utilize 386.00 Stream Mitigation Credits from the EBX sponsored RES Catawba Umbrella Mitigation Bank, specifically 386.00 Stream credits from the Dogtown Site, in the Catawba HUC 03050101. As the official Bank Sponsor, Environmental Banc & Exchange, LLC, attests to the fact that mitigation is available for reservation at this time. These mitigation credits are not considered secured, and consequently are eligible to be used for alternate purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation obligation requiring the credits/units. The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the proper documentation. Please contact me at 919-209-1075 if you have any questions. Best Regards, V Caitlan B. Parker Resource Environmental Solutions, LLC 701 E. Bay Street, Suite 306 Charleston, SC 29403 Threatened & Endangered Species ~ Report WEPG Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Threatened / Endangered / Protected Species Evaluation Westrow Phase 1 Mecklenburg County, North Carolina For: Land Design 223 N Graham Street Charlotte, NC 28202 H Crescent River District, LLC 227 West Trade Street, Suite 1000 Charlotte, NC, 28202 Jeff Levi Biologist Wetlands & Environmental Planning Group Field Evaluated: September 27, 2020 & August 3, 2021 August 9, 2021 Charlotte Office: www.wetlands-epg.com Asheville Office: I0612-D Providence Rd. 1070 Tunnel Rd., Bldg. I PMB 550 Suite 10, PM 283 Charlotte, NC 28277 Asheville, NC 28805 (704)904-2277 len.rindner@wetlands-epg.com Westrow Phase 1 —Threatened /Endangered /Protected Species Evaluation GENERAL LANDSCAPE DESCRIPTION: The Westrow Phase 1 site is approximately 126 acres and is located East of Dixie River Road, south from Sadler Road, and West 1-485 in Charlotte, Mecklenburg County, North Carolina (Figures 1 & 2). It can be found on the Charlotte West, NC USGS Topographic Quadrangle Map at a latitude of 35.19173 N and longitude of 80.98445 W (Figure 2). The site consists of pine dominated mixed forest, pine plantation, alluvial forest and open canopy areas along Dixie River Road. The topography is relatively low sloped with the elevation ranging from approximately 600 to 730 feet. Figure 1: 2021 Aerial Map i' Project Boundary Study Limits (+/-I 126 acres e of . a ..ter_ ._ .• I3 rat i 0 300 600 90a 1,200 LOCATION Lat: 35.19173 2N, Long:-90.98445 2W HUC: 03050101 (Upper Catawba) Acres: W ESTROW PHASE 1 L),—, By' Reviewed By: FIGURE (+/-(126 Mecklenburg County, NC PJx/1AL 1 OS/]0/21 2021 Aerial Map —Approximate Location Prepared far: Crescent River LLC _ For stud P� onl y ryoses y stDistrict 227 West Trade St Trade Subject w USACE and NCUE4 venficarian Chadntte, NC 28202 Wetlands and Environmental Planning Group Leonard S, Rindner, PLLC. Westrow Phase 1 —Threatened /Endangered /Protected Species Evaluation Figure 2: ProjectUSGS MAP -Charlotte West, NC Quadrangle (1993) 42 Boundary Study Limits 126 acres ' _ 11all T �1 LOCATION `/ • bl �nir�.i✓i���� � 1. 1 t, 'r� �• . � • , • .1 (Upper Catawba ® - " Lee—dzandd..r. PLLC.il Planning Groy,. Leonard S. Rlndner. PLLC. USGS Map — Charlotte West, NC ® Quad. - r • len.rindn04) 904l2277 pg.mm I �N(704) 904-2 pg Ir vretlandz-epg.mm METHODOLOGY: The US Fish and Wildlife Service websites (https://www.fws.gov/raleigh/species/ cntylist/mecklenburg.html) and (https:Hecos.fws.gov/ipac/) was referenced to determine the potential occurrence of Threatened, Endangered and Protected species for Mecklenburg County, North Carolina, the results of which are listed below (Table 1). Maps and aerial photographs were assembled and the site was 2 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Westrow Phase 1 —Threatened /Endangered /Protected Species Evaluation investigated in September 27, 2020 and a follow up visit was made on August 3, 2021. Table 1: Threatened / Endangered / Protected Species listed for Mecklenburg County County: Mecklenburg, NC *Source: US Fish & Wildlife Service (USFWS) **Data search in September 2020; August 2021 Group Name Status Record Status Invertebrate Carolina Endangered Current Heelsplitter (Lasmigona decorata Invertebrate Rusty -patched Endangered Historic Bumble Bee Bombus affinis Vascular Plants Smooth Endangered Current Coneflower (Echinacea laevi ata Vascular Plants Schweinitz's Endangered Current Sunflower (Helianthus schweinitzii) Vascular Plants Michaux's Sumac Endangered Current (Rhus michauxii) Vertebrate Northern Long- Threatened Probable/Potential Eared Bat (Myotis septentrionalis Vertebrate Bald Eagle Protected under Current (Haliaeetus the Bald and leucocephalus) Golden Eagle Protection Act WEPG 3 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Westrow Phase 1 —Threatened /Endangered /Protected Species Evaluation SPECIES DESCRIPTIONS: Three plant species with federal protection are listed as potentially occurring in Mecklenburg County: • Schweinitz's Sunflower (Helianthus schweinitzii), listed as Federally Endangered, is typically found in open habitats which historically have been maintained by wildfires and grazing bison and elk herds. Now most occurrences are limited to roadsides, woodland and field edges, and utility rights -of -way (ROW). • Smooth Coneflower (Echinacea laevigata), listed as Federally Endangered, is typically found in open woods, cedar barrens, roadsides, clear cuts, dry limestone bluffs and power line rights -of -way, requiring abundant sunlight and little competition from other plant species. • Michaux's Sumac (Rhus michauxii), listed as Federally Endangered, requires habitat of sandy forests and woodland edges. This species requires periodic fire as a part of its ecology. Four animal species with federal protection are listed as potentially occurring in Mecklenburg County: • Bald Eagle (Haliaeetus leucocephalus), protected by the Bald and Golden Eagle Protection Act, typically inhabits forested areas near large bodies of open water such as lakes, marshes, seacoasts and rivers, where there are suitable fish populations and tall trees for nesting and roosting. • Carolina Heelsplitter (Lasmigona decorata), listed as Federally Endangered, is restricted to cool, clean, well -oxygenated water. Stable, silt- free stream beds are required for this species. Typically stable areas occur where the stream banks are well -vegetated with trees and shrubs. • Northern Long-eared Bat (Myotis septentrionalis), listed as Federally Threatened. During summer, northern long-eared bats roost singly or in colonies underneath bark, in cavities, or in crevices of both live and dead trees. Males and non -reproductive females may also roost in cooler places, like caves and mines. It has also been found, rarely, roosting in structures like barns and sheds. Northern long-eared bats spend winter hibernating in caves and mines, called hibernacula. • Rusty -patched Bumble Bee (Bombus affinis), listed as Federally Endangered, live in colonies that include a single queen and female workers. Rusty -patched Bumble Bees historically occupied grasslands and tallgrass prairies. Bumble bees need areas that provide nectar and WEPG 4 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Westrow Phase I —Threatened I Endangered I Protected Species Evaluation pollen from flowers, nesting sites (underground and abandoned rodent cavities or clumps of grasses), and overwintering sites for hibernating queens (undisturbed soil). RESULTS: The site is comprised primarily of pine dominated mixed forest with smaller areas of pine plantation, mesic mixed hardwood forest, piedmont alluvial forest, and open areas including roadsides and several powerline right-of-ways. Most of the understory of the site is dominated by invasive Elaeagnus umbellate (autumn olive). The pine dominated mixed forest resembles a disturbed oak hickory/mesic forest in composition with loblolly pine (Pinus taeda) dominating the canopy and a reduced diversity due to a dense coverage of pine needles and autumn olive. The canopy supports loblolly pine, Virginia pine (Pinus virginiana), yellow poplar (Liriodenron tulipifera), sweet gum (Liquidambar styraciflua), red oak (Quercus rubra), white oak (Q. alba), southern red oak (Q. falcata), oak (Quercus spp.), hickory (Carya spp.), and elm (Ulmus sp.). The subcanopy includes American beech (Fagus grandifolia), red mulberry (Morus rubra), sourwood (Oxydendrum arboreum), eastern red cedar (Juniperus virginiana), winged elm (Ulmus alata), black cherry (Prunus serotina), and transgressives. Shrubs include dense areas of autumn olive with fewer individuals of Chinese privet (Ligustrum sinense). Vines include Japanese honeysuckle (Lonicera japonica), and greenbriar (Smilax sp.). The sparse herb layer supports ebony spleenwort (Asplenium platyneuron), and cranefly orchid (Tipularia discolor). The mixed mesic hardwood forest communities are located on middle and lower slopes along stream valleys. The canopy includes American beech, red oak, hickory, yellow poplar, sweetgum, red maple, and short leaf pine (Pinus echinata). The subcanopy supports hickory and American beech. Shrubs include dense areas autumn olive and Chinese privet. Vines include Japanese honeysuckle and greenbrier. The sparse herb layer includes pipsissewa, Japanese stiltgrass (Microstegium vimineum), and heartleaf (Hexastylis arifolia). The pine plantation communities have an extremely low species diversity due to management as a monoculture, and the result of a thick bed of pine needles covering the forest floor below a dense shrub layer of autumn olive. The canopy supports loblolly pine, Virginia pine, yellow poplar, and sweet gum. Shrubs include dense areas of autumn olive with fewer individuals of Chinese privet. Vines include Japanese honeysuckle, and greenbriar. The sparse herb layer supports ebony spleenwort, and cranefly orchid. The piedmont alluvial forest is located along stream valleys throughout the site. The canopy supports American sycamore (Platanus occidentalis), green ash WEPG 5 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Westrow Phase I —Threatened I Endangered I Protected Species Evaluation (Fraxinus pennsylvanica), red maple, sweet gum, elm, willow oak (Quercus phellos), and yellow poplar. The subcanopy supports sourwood (Oxydendrum arborea), black cherry (Prunus serotina), winged elm (Ulmus alata), hornbeam (Carpinus caroliniana), American holly, and transgressives. Shrubs include silky dogwood (Corpus amomum), tag alder (Alnus serrulata), paw paw (Asimina triloba), multiflora rose (Rosa multiflora), giant cane, dense areas of autumn olive, and Chinese privet. Vines include Japanese honeysuckle, trumpet creeper (Campsis radicans), and cross vine (Bignonia capreolata). Herbs include Japanese stilt grass, tearthumb (Persicaria sagittata), river oats (Chasmanthium latifolium), jewelweed (Impatiens sp.), primrose willow (Ludwigia sp.), grape fern (Botrychium sp.), sensitive fern (Onoclea sensibilis), and netted chain fern (Woodwardia areolata). The open areas represented by powerline right-of-ways and roadside edges do not have a traditional canopy as they are managed to avoid large woody species. The often stunted subcanopy includes loblolly pine, Virginia pine, sweet gum, eastern red cedar, winged elm, yellow poplar, persimmon (Diospyros virginiana), and tree of heaven (Ailanthus altissima). Shrubs include blackberry (Rubus sp.), winged sumac (Rhus copallinum), strawberry bush (Euonymus americans), autumn olive, Chinese privet, groundsel tree (Baccharus halimifolia), shrubby St. John's -wort (Hypericum sp.), and giant cane. Vines include, wild grape (Vitis sp.), wisteria (Wisteria sp.), kudzu (Pueraria montana var. lobata), trumpet creeper, greenbrier, and Japanese honeysuckle. Herbs include St. John's -wort (Hypericum sp.), yellow crownbeard (Verbesina occidentalis), wingstem (Verbesina alternifolia), plantain (Plantago sp.), Japanese stilt grass, bushclover (Lespedeza sp.), dog fennel (Eupatorium capillifolium), goldenrod (Solidago spp.), tick trefoil (Desmodium sp.), Queen Anne's lace (Daucus carota), mullein (Verbascum thapsis), pokeweed (Phytolacca americans), aster (Aster spp.), fireweed (Erechtites hieraciifolius), jimsonweed (Datura stromonium), milkweed (Asclepius sp.), Asiatic dayflower, heal all (Prunella vulgaris), white snakeroot (Ageratina altissima), wild onion (Allium sp.), rabbit tobacco (Pseudognaphalium obtusifolum), Brazilian vervain (Verbena brasiliensis), thoroughwort (Eupatorium spp.), dock (Rumex spp.), elephants foot (Elephantopus sp.), ragweed (Ambrosia artemisiifolia), fleabane (Erigeron sp.), black cohosh (Actaea racemosa), heartleaf, yucca (Yucca filamentosa), plantain (Plantago sp.), nightshade (Solanum sp.), beggar ticks (Bidens sp.), ironweed (Vernonia sp.), three seeded mercury (Acalypha rhomboidea), Christmas fern (Polystichum acrostichoides), ebony spleenwort, assorted grasses, and black-eyed susan (Rudbeckia sp.). Threatened & Endangered/Protected Species Results • All potential habitats for Schweinitz's sunflower, smooth coneflower, and Michaux's sumac along woodland edges, roadside edges, and powerline right-of-ways were closely examined. No individuals of Schweinitz's sunflower, smooth coneflower, or Michaux's sumac were observed. WEPG 6 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Westrow Phase I —Threatened I Endangered I Protected Species Evaluation • There is no suitable habitat for bald eagles in the project area. No bald eagles were sighted during the survey nor were any nests or nesting activity observed. • Streams on site do not appear to have the habitat characteristics required to support populations of the Carolina heelsplitter, and they have not been reported to occur in this portion of the watershed. No mussels were observed during the survey nor would any be expected on -site. • Comparing this site location to the USFWS Asheville office's website (http://www.fws.gov/asheville/htmis/project review/NLEB in WNC.html) it appears that the site meets the `exempt' criteria which requires no further action under section 7 or section 9 of the Endangered Species Act for the northern long eared bat. • Comparing this site location to the USFWS Range Map for Rusty -patched Bumble Bee (https://www.fws.gov/midwest/endangered/insects/rpbb/rpbbmap.html) Mecklenburg County is in its Historic Range, and as such, Section 7 consultation is not needed. WEPG concludes that Rusty -patched Bumble Bee is not present. 7 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Westrow Phase I —Threatened I Endangered I Protected Species Evaluation RECOMMENDATIONS: Based on the results of the field evaluation the review of available data, we see no potential for a `Take' to occur to any of the protected species discussed within this report. WEPG did not identify any protected species occurring on the subject property. No further investigation of the presence of protected species on this site is recommended at this time. Respectfully submitted, Jeff Levi Biologist August 9, 2021 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Cultural Resources Report R.S. Webb & Associates Cultural Resource Management Consultants 2800 Holly Springs Parkway, Suite 200 • P.O. Drawer 1319 Holly Springs, Georgia 30142 Phone: 770-345-0706 • Fax: 770-345-0707 August 9, 2021 Mr. Jeff Levi Leonard S. Rindner, PLLC Wetlands & Environmental Planning Group 3714 Spokeshave Lane Matthews, North Carolina 28105 Subject: Summary of Previous Cultural Resources Studies and Assessment of Need to Conduct Additional Cultural Resources Work Westrow Phase 1 Project Development Tract and Infrastructure Corridors Mecklenburg County, North Carolina R.S. Webb & Associates No. 21-649-149 Dear Mr. Levi: Pursuant to your request, this letter briefly summarizes previous cultural resources study findings in the vicinity of the Westrow Phase 1 development tract and infrastructure corridors in Mecklenburg County, North Carolina (Figure 1). The development tract and associated infrastructure corridors are hereafter referred to as the "project area". This correspondence also evaluates the need for a cultural resources field survey of the project area, given the magnitude of previous cultural resources work conducted in the study vicinity. Figure 1 shows the various cultural resources studies conducted in the project area vicinity. Previous studies have been performed by Bamann et al. (2004), Bradley (2009), Hargrove (1984) and Webb (2016). The Webb study was a reconnaissance -level investigation, while the other three projects were Phase I -level surveys. The current project area covers approximately 120 acres, nearly 100 acres of which were covered by previous cultural resources studies; one cultural resource was identified in the current project area during these studies. This resource, Isolated Rock Pile No. 1 (IP-1; Figure 1), was recorded during the Webb (2016) field reconnaissance and was recommended ineligible for the National Register of Historic Places. There is always the possibility that cultural resources may be present within any study tract. However, it appears that survey of the current project area would probably result in the detection of no new major cultural resources. This is because: 1) there is a high percentage of overlap between the current project area and previous cultural resources study areas; 2) only one minor cultural resource was found in the current project area during previous survey efforts; and 3) much of the unsurveyed land in the current project area includes areas poorly suited for most types of human occupation/use. Summary of Previous Surveys and Assessment of Need for Additional Work, Westrow Phase I Project Page 2 August 9, 2021 Mr. Levi, we appreciate the opportunity to work with you on this project. If you have any questions or comments, please contact me at 770-345-0706. Sincerely, R.S. WEBB & ASSOCIATES kajYlIr Robert S. (Steve) Webb President and Senior Principal Archeologist Attachments: Figure 1 REFERENCES Bamann, S.E., D. Baicy, and L. Lautzenheiser 2004 Archeological Identification Survey Proposed Relocation of Wallace Neel Road, Mecklenburg County, North Carolina. Coastal Carolina Research, Inc., Tarboro, North Carolina. Bradley, D.M. 2009 Archeological Survey and Evaluation of Detailed Study Alternative 9 (Recommended Route) Proposed Gaston East-West Connector, Gaston and Mecklenburg Counties, North Carolina. North Carolina Department of Transportation, Raleigh, North Carolina. Hargrove, T. 1984 Unknown Report Title (Charlotte Outer Loop Survey). Unknown Affiliation. Webb, R.S. 2016 Letter of Findings - Cultural Resources Reconnaissance Survey, Berryhill No. 2 Development Tract, Mecklenburg County, North Carolina. R.S. Webb & Associates, Inc., Holly Springs, Georgia. ,�•t -Projec Area" s N f NC. �, s —J` K23, 0 yes- 31MK1052Yr i' �31MK543-� . (Cemetery-MK1372) QUADRANGLE LaCRTIQN •: 4Y �='�• Hargrove (1984) ; } .1 i•T=Vdr- �y- { ..-._ �,Y n ;..\ oil NRHP-Listed , Cooper Log House Qi MK1359 MK3265 r(� 03. Structure2 MK24 5 • f�l .- !.31MKI057" .. ±' Westrow Phase 1,• ;MK2417� Project Area. a• _ �F e ..fin. _ MK21 5 Zls p; 1MK1056 31MKI058 :.:31MK-1098 I' MK1375 Bama metal- (2004) r 5 a I -I G 31MK1099 31MKI101 31MK1054 MK2843 MK2411 31MK1100..- 9 l 31MK1102 ' 1 KI13706 VIK2409} O, l ' Bradley. (2009) 31MKI I03. 0 � 31MK1104 31 MK546 `��•L• •• � Structure 1. • Q171 r i 31MK1105 ❑ Recorded Historic Structure 0 Rockpile m Recorded Historic Structure (No Longer Present) A Isolated Find A Structure on Historic Maps and Aerial Photographs Previous Archeological Project *Recorded Archeological Site --- Road on Historic Maps and Aerial Photographs 10 Historic Mining Feature Map Reference: 7.5-Minute USGS Quadrangles Scale Charlotte West (1993) and 0 762 meters Belmont (1973), North Carolina 0 2500 feet Figure 1 Previous Cultural Resources Studies and Known Cultural Resources in Relation to Westrow Phase 1 Project Area