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HomeMy WebLinkAbout20181376 Ver 1_401 Application_20181005rYL-1 si - Preliminary ORM Data Entry Fields for New Actions Wetlands an iro m to ng Group Leonard S. Rin -X""".. 201A1376 SAW — 2016 - 01111 BEGIN DATE [Received Date]: Prepare file folder ❑ Assign Action ID Number in ORM ❑ 1. Project Name [PCN Form A2a]: Cresswlnd 2. Work Type: Private Fv—/] Institutional ❑ Government ❑ Commercial ❑ 3. Project Description / Purpose [PCN Form I33d and 63e]: `y�-"_1� Pre -Construction Notification for a residential development. '- �c C, D �1 4. Property Owner / Applicant [PCN Form A3 or A41: KH Mint Hill, LLP 5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Leonard S. Rlndner, PLLC / WEPG 6. Related Action ID Number(s) [PCN Form 135b]: SAW -2016-01 1 1 1 7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 61b]: 35.2289 N -80.6482 W; 12701 Albemarle Road, Charlotte, NC 28227 8. Project Location - Tax Parcel ID [PCN Form 61a]: multiple parcels (see attached map) 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 132a]: McKee Creek 12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form Kc]: 03040105 - Rocky Authorization: Section 10 ❑ Section 404 Regulatory Action Type: ❑Standard Permit ✓ Nationwide Permit # 29,12 ❑ Regional General Permit # ❑ Jurisdictional Determination Request Section 10 & 404 ❑ ❑Pre -Application Request Unauthorized Activity 0 Compliance ❑ No Permit Required Revised 20150602 Wetlands and Environmental Planning Group August 15, 2018 Mr. David Shaeffer U.S. Army Cotes of Engineers Asheville Regulatory Field Office 151 Patton Avenue Asheville, NC 28801-5006 Mr. Alan Johnson NCDEQ Division of Water Resources 610 East Center Street, Suite 301 Moorseville, NC 28115 Ms. Karen Higgins NCDEQ Division of Water Resources Wetlands & Storm Water Branch 512 North Salisbury Street Raleigh, NC 27604 Mr. Byron Hamstead U.S. Fish and Wildlife Service Asheville Field Office 160 Zillicoa Street Asheville, NC 28801 Leonard S. Rmdner, PLLC. Subject: SAW -2016-01111; Pre -Construction Notification for NWP #s 29 & 12 for the Cresswind Site, Charlotte, Mecklenburg County. Ms. Higgins and Messrs. Shaeffer, Johnson, and Hamstead, Enclosed is a request for a Nationwide Permit # 29 & 12 for the approximate 365 -acre site known as the Cresswind site located at 12701 Albemarle Road, Charlotte, NC. The site is a proposed residential development and consists of six streams and nine wetlands. These features were field -verified by William Elliot (USACE) and a preliminary jurisdictional determination was approved on June 20, 2016 (SAW -2016-01111). Please refer to the Jurisdictional Determination section for information on onsite surface waters. As shown on the attached exhibits, the proposed project will include impacts associated with three road crossings and two sewer line crossings. Impacts to site surface waters associated with the proposed development were limited through site selection location, design, Charlotte Office: www.wetiands-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 1 len.rindner@wetlands-epg.com Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. location/orientation of the proposed lots, associated parking areas and access routes. Total permanent impacts proposed are to 280 linear feet of stream channel (Streams K & L) and 0.023 acres of wetland (Wetland H/I). Efforts of impact minimization were implemented during the design to preserve the existing channel hydrology and limit adverse effects to existing, onsite natural habitat. The stream and wetland impacts have been minimized to include only the necessary roadway crossings. Headwalls and 2:1 slopes have been used where possible to minimize impact lengths and the temporary impacts for the required sanitary sewer infrastructure have been limited to one location on each stream segment. Due to the underlying geology of this site, the proposed temporary open cutting for the sewer line crossings are a more appropriate approach than directional boring, as noted in the utility boring summary letter attached. The applicant has demonstrated substantial avoidance and minimization efforts in which the majority of the 8,108 linear feet of stream channels and 0.6 acres of wetlands onsite will be avoided on the project. To compensate for the anticipated permanent impacts, the applicant is proposing payment into NCDMS at a 2:1 ratio for 280 linear feet of warm water perennial stream. Please refer the enclosed conditional acceptance letter from NCDMS. Also 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 terrestrial species evaluation. Thank you for your consideration and please contact me if you have any questions, (704) 336-2728 or email at daniel.kuefler@wetlands-epg.com. Sincerely, Daniel Kuefler Environmental Scientist Len Rindner, PWS Principal Charlotte Office: www.wetiands-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 2 len.rindner@wetlands-epg.com Permit Application Office Use Only: Corps action ID no. 2016-01111 DWQ project no. Form Version 1.4 January 2009 Page 1 of 10 PCN 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: 29,12 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑X 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 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h below. N Yes NX No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? j ❑ Yes ❑X No 2. Project Information 2a. Name of project: Cresswind 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: KH Mint Hill LLLP 3b. Deed Book and Page No. Multiple Parcels - see attached Map 3c. Responsible Party (for LLC if applicable): Mike McLendon 3d. Street address: 701 S. Olive Ave, #104, West Palm Beach, FL, 33401 3e. City, state, zip: Charlotte, NC, 28277 3f. Telephone no.: 561-682-9500 3g. Fax no.: 3h. Email address: mmclendon@kolter.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: Daniel Kuefler 5b. Business name (if applicable): Leonard S. Rindner, PLLC - Wetlands & Environmental Planning Group 5c. Street address: 10612-D Providence Road, PMB 550 5d. City, state, zip: Charlotte, NC 28227 5e. Telephone no.: 336-554-2728 5f. Fax no.: 5g. Email address: daniel.kuefler@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): multiple parcels - see attached map 1 b. Site coordinates (in decimal degrees): Latitude: 35.2289 Longitude: -80.6482 1 c. Property size: 365 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: McKee Creek 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: 03040105 - Rocky 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The site consists primarily of vacant cleared fields with scattered forested areas. General land use in the vicinity consists of residential and commercial development. 3b. List the total estimated acreage of all existing wetlands on the property: 0.56 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 8,108 3d. Explain the purpose of the proposed project: The project consists of grading, fill, road crossings & BMPs for aresidential 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, dump trucks, track hoe, etc. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project(including all priorphases) in thepast? 0 Yes ❑ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? 0 Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: WEPG Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. WEPG's delineations were field -verified by William Elliot (USACE). A copy of the approved Preliminary Jurisdictional Determination signed 06/20/2016 (SAW -2016-01111) is attached. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? El 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? ❑ YesX❑ No 6b. If yes, explain. 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): ❑X 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 P Culvert Bottomland Hardwood Forest Yes Corps 0.022 W2 P RipRap Bottomland Hardwood Forest Yes Corps 0.001 W3 Choose one Choose one Yes/No W4 Choose one Choose one Yes/No W5 Choose one Choose one Yes/No W6 Choose one Choose one Yes/No 2g. Total Wetland Impacts: 0.023 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 Choose one PLEASE - S2 Choose one SEE ATTACHED - - S3 Choose one TABLE ON THE - - S4 Choose one FOLLOWING PAGE - - S5 Choose one - - S6 Choose one 3h. Total stream and tributary impacts 3i. Comments: Please note that 60' of the proposed total stream impacts are temporary for sewer crossings where directional boring was not possible by engineering constraints. An additional 44' of the proposed total impacts are for stabilizing riprap that will be installed at pre -construction elevations and will not contribute to a loss -of -water. Page 4 of 10 PCN Form — Version 1.4 January 2009 Wetlands and Environmental Planning Group Cresswind Site (SAW -2016-0111) PRE CONSTRUCTION NOTIFICATION (PCN) FORM Table 3. Proposed Stream Impacts Leonard S. Rindner, PLLC. 3. Stream Impacts 3a. Stream Impact number Permanent (P) or Temporary (T) 3b. Type of Impact 3c. Stream name 3d. Perennial (PER) or Intermittent (INT)? 3f. Average 3g. Impact 3e. Type of jurisdiction Stream Width length (Corps / DWQ) (feet) (linear feet) Permanent Culvert Stream K PER DWQ 6 € 120 E Permanent Headwall Stream K PER DWQ 6 g Permament RipRap Stream K PER DWQ 6 22 Temporary I Excavation Stream K PER DWQ 6 1 30 Temporary Excavatiion Stream L PER DWQ 8 30 Permanent Culvert Stream L PER DWQ 6 100 Permanent Headwall Stream L PER DWQ 6 ( g Permanent RipRap Stream L PER DWQ I 6 22 3 3h. Total Stream and Tributary Impacts: 340 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.com 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 indivii 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 02 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 61 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. Due to the location of the numerous on site streams and wetlands, opportunities to avoid these areas were limited. Impacts to site surface waters associated with the proposed development were limited through site selection location, design, location/orientation of the proposed lots, associated parking areas and access routes. Please refer to cover letter for additional details regarding specific avoidance and minimization measures. 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. The stream and wetland impacts have been minimized to include only the necessary roadway crossings. Headwalls and 2:1 slopes have been used where possible to minimize impact lengths and the temporary impacts for the required sanitary sewer infrastructure have been limited to one location on each stream segment. 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? ❑ Mitigation bank ❑X Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Type: Choose one Type: Choose one Quantity: 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. Q Yes 4b. Stream mitigation requested: 280 linear feet 4c. If using stream mitigation, stream temperature: warm 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 ❑X 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 1a. 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? 40 % 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: Storm water on the site will be handled by facilities shown on the attached plans. The stormwater plan will be reviewed by Mecklenburg County and been designed to meet both their criteria. 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 F1 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) 1a. 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 El Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ❑ 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, E] Yes ❑X No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑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 E] 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. This is the final stage of the residential development project and no additional development is anticipated as part of this project. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from theproposed project, or available capacity of the subject facility. facility Wastewater generated on the site will be transported to the nearest treatment via sewer lines. 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 were identified. Habitat does exist for the Northern Long Eared Bat but the project is exempt as noted in the included 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? No essential fish habitat in this region. 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? SHPO's website: http://gis.ncdcr.gov/hpoweb/ 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 fill / grading will occur within the floodplain as part of the proposed project 8c. What source(s) did you use to make the floodplain determination? http://polaris3g.mecklenburgcountync.gov Digitally signed by Daniel Kuefler Daniel DN: cn=Daniel Kuefler, o=WEPG, ou, email=daniel kuefler@wetlands- Daniel Kuefler Kuefler epg.com, c=US 08-15-2018 Date: 2018.08.15 11:54:14 -04'00' Applicant/Agent's Printed Name Date Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided. Page 10 of 10 Mitfgctdm Services EN W IRON NE NTAL OU 4LITY June 26, 2018 Robert Daurity KH Mint Hill LLP 701 S. Olive Ave. #104 West Palm Beach, FL 33401 Project: Cresswinds Charlotte ROY COOPER MICHAEL: S. REGAN Expiration of Acceptance: 12/26/2018 County: Mecklenburg The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this decision does not assure that participation in the DMS in - lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated with the proposed activity including G.S. § 143-214.11. This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website. Based on the information supplied by you in your request to use the DMS, the impacts for which you are requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation required and assigned to DMS for this impact is determined by permitting agencies and may exceed the impact amounts shown below. River Basin Impact Location Impact Type—r Impact Quantity Yadkin 3 -di ig t HUC 03040105 1 Warm Stream 300 Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and 15A NCAC 02B .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need additional information, please contact Kelly Williams at (919) 707-8915. cc: Len Rindner, agent Sincerely, Jame s�B ,Stanfill Asset M 6agement Supervisor State of North Carolina I Environmental Quality ' Mitigation Services 1652 Mail Service Center I Raleigh, NC 27699-1652 217 W. Jones Street. Suite 3000 919 707 8976 T Hoopaugh Grading Company, LLC. Ben Stevens Kolter Homes Charlotte, N.C. Re: Utility Bores at Creek Crossings in Cresswind Subdivision Mr. Stevens, Based on our experience of the geology near the project site, and knowledge of the soil boring data provided for the future phases of Cresswind, we suspect difficulty boring the creeks for the proposed utility crossings. Results of the soil test borings show hard rock in some of the boring locations which is not conducive for conventional boring methods. Many times, these scenarios become problematic due to the different types of rock encountered, specialized boring heads can be required, depending on the type of rock, these bore heads are not readily available and usually have to be shipped from different parts of the country. When these conditions are encountered, the logistics of this method end up extending the duration of exposure around the sensitive area for weeks. I have experienced conditions in hard rock that the bore could only be advanced 3-5 feet per day, when the open cut method is used the utilities can be installed within a two or three-day window and the area can be re -stabilized and returned to it's natural state, ultimately creating less risk for contamination in the creek or stream. If more detailed information is needed, we would welcome the opportunity to discuss this in more detail. Please let me know if we can assist with any additional information. Regards, Hoopaugh Grading Company, LLC Tim Davis 704-309-6902 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Atlent 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: Cresstivind Property Address: 12701 Albemarle Road, Charlotte, NC 28227 Parcel Identification Number (PIN): See Parcel Map Select one: I am the current property owner Name: Mike McLendon, V.P. Company: KH Mint Hill, LLLP Mailing Address: 701 S Olive Ave #104, West Palm Beach, FL 33401 Telephone Number: (561) 682-9500 Electronic Mail Address: mmclendon@kolter.com Property Owner l Interested —/ -/<; Date * The Interested Buyeu/Other acknowledges that an agreement and/or formal contract to purchase and/or conduucl dtue diligence activities exists between the current property owner and the signatory of this authorization in cases where the property is not owned by the signalmy. 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 a wetlands-epg.com N 05 CL N Q ccs 10 Maps/Plans �mmac Rd C't 8 U R G Ise �rh rn r,4 01 V Bing Mint Hill Gr 111"N J rn k Op SITE 4 Microsoft Corporatior ® 2D14 Nokia `a l 24 Rd zr I 2 A \Vti 41 gr i N RiDGEwtaoD ' WtlGRi}V1: FARMS EsrATEs 8%, 0 2014 Microsoft Oorperratkm 0 2014 No is FIGURE NO. CRESSWIND Drawn By: Reviewed By: 1 IXA/EDt""' I Mecklenburg County, NC LRG LSR VICINITY MAP — WATERS OF THE U.S. EXISTING CONDITIONS STUDY SUBJECT TO USACE/NCDENR VERIFICATION DATE: 12/18/2014 �' r • Q' rk j R V11 q n. IT of ~•�� ,W v , M R low w _ � l s ti x y L -n Albemarle f ,r ' - d' bing @MY -11 [fist{ cc c 2 Mecklenburg County, NC Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. AERIAL MAP — WATERS OF THE U.S. EXISTING CONDITIONS • len.rindner@wetlands-epg.com SUBJECT � USA CEINCDENR VERIFICATION (704)904-2277 • www.wetlands-epg.com r - 3 , w r 4 s . • p 1_ _ w 1it•Lirruc 1' ,�'.�'" I z e hh tt - n r s til! -C.,4 b.a 41 • SITE .�14 y , ya "S r + •. `" j {'—•meg � c _ 07 A Y d tf ♦ Ch , LOCATION: } . Lat:35.2285 SCALE Long: -80.6482 1:24,000 HUC: 03040105 ACRE QUAD NAME: ROCKY —365.00 Mint Hill, NC f .• tt...n„w.' .3 FIGURE NO. CRESSWIND Drawn By: Reviewed By: 3 AI C Dr_ Mecklenburg County, INC LRG -SR USGS MAP DATE: EXISTING CONDITIONS STUDY 12/18/14 SUBJECT TO USACE/NCDENR VERIFICATION *APPROXIMATE BOUNDARY y t� • + PaE ~ r• io 'Er 'aE 1 -tit Mn YNI,E -4kE, PaF \! �• F' i E 3; I` PaE 49 , s PiE Ce02\cc BB_ i • P;E_ -� i ' !4! PaEFSH IA':' P P.a E OWN01l Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. len. rind ner@wetlands-epg.com (704)904-2277 www.wetlands-epg.com qj jy `r 'l p Geri` l is �; ` C rt SITE �-- -r �t MC) _ s� I •,1+_iX pac d ,I n Vat r E,.O t Map Unit Symbd Map Unit Hayne Acres in AOI PeMent of A(A 7 Ce92 Cecil san:y day loam, 2 to 8 120.1 29.5% percent slopes, mcKi rately eroded Cem Cecil sanay day loarn, 8 to 15 132.8 ?^ percent slopes, nmclerately 1 eroded ' Heb Helena sandy loam, 2 to 8 3.9 12% Percent slopes MO Monad loan, 01tr2 pment 38.5 9.Can% slopes, yfloodedl PaE Pawlet sandy loarn, 15 to 25 71.3 17.5" percent slopes PaF P.acclet sandy bam, 25 to 45 35.6 8.7'6 percent slopes W Water 1.8 0.4% _'W CteL.;:, 1,W,D Wilkes loan, 8 to 15 pffc" 0.2 0.1% skopes ;Vk!= Wilkes barn, 15 to 25 percent 4.d 1.1% fr Nslopes Totals for Area of Interest 4W.9 10G.0% FIGURE NO.5 CRESSWIND A /C Dr` Mecklenburg County, NC SOIL MANUSCRIPT MAP - WATERS OF THE U.S. EXISTING CONDITIONS STUDY SUBJECT TO USACE/NCDENR VERIFICATION Drawn By: KevieWea by: DCK DATE: 07/19/2017 LV PID#11120105 ` PID# 11120107 �n R i SITE s t. z t PID#11120104 g- PID#11120106 7 a jjoo&,� 4-,0 PID# 11122101 PID# 11122104 .x d *All parcels associated 1 with the site have been Y p y �' Parcels recent) purchased Y b °'"` `1. KH Mint Hill, LLP PID# 111221 03 W :oo 11 Fe et VMW��� ands and Environmental Planning Go and S. Rindner, PLLC. len.rindner@wetlands-epg.com (704)904-2277 www.wetlands-epg.com it . — X EXIST. PERENNIAL STREAM L EXIST. WETLANDS N & 0 200' PCCO BUFFER= BAR SCALE 1"=600' 0 300' 600' 1200' EXIST. PERENNIAL \� STREAM K \ EXIST. WETLANDS H/I I � 1 SEXIST. PROPERTY BOUNDARY (TYP.) - ------------- -EXIST. PERENNIAL STREAM L EXIST. PROPERTY BOUNDARY (TYP.) IMPACT'1', 0.023 ACRES SEE FIG 10 PL R�E ROAD 0 z W r_ 0 J Z J 0 U l Z W O Z I O � in in Q ` JW V = J � J rn W CD > a O J J J x z x Y O �Lo I VLul N cN I L 0 00 L L W j Q O mF J W Z W Z U Lu 2 Q CE O d' E W x U 0 a 0 N Mimi 11N EXIST. PERENNIAL STREAM L EXIST. PERENNIAL - STREAM K EXIST. PROPERTY BOUNDARY (TYP.) BAR SCALE V=600' 0 300' 600' 1200' LF 30 LF SEE EXIST. WETLANDS N & 0 EXIST. PERENNIAL STREAM K EXIST. PERENNIAL STREAM K \ \ EXIST. WETLANDS H/I 200' PCCO BUFFER MPACT -1', 4 0.023 ACRES I SEE FIG. 10 AI�RLE ROAD X o EXIST. PROPERTY J x BOUNDARY (TYP.) W —EXIST.PERENNIAL STREAM L U EXIST. PROPERTY ��BOUNDARY (TYP.) C) z w MPACT -1', 4 0.023 ACRES I SEE FIG. 10 AI�RLE ROAD Lu o J x W U C) � o Q U J C 0 ~ Z W � = O CL U) W 0 W C-)_` > W -;o J a J J LLJ J > O x Y o � O W O N N a o os L w W Lu m } Z Luim Z U Lu w W O 0 0 d 0 cxn 77 O NORTH ORIENTED TO GRID (NAD8=1311) DNC X ct mmmV 10 mz / I >m nz "a o --I li = CHECKED BY: DS IMPACT #1, WETLAND'H/1' DRAWN BY: SKT PLAN VIEW PROJECT NUMBER: FQ04.470 ORIGINAL DATE: 06/21/2018 SHEET: Figure 10 CRESSWIND KH MINT HILL, LLP. CITY OF CHARLOTTE, NC mm 0 1 ESP A -,—[,s Inc V 0. Rn, 7030 Cnalotte, NC 28241 3475 Wk,—,,l 31, A. Fort Mi I. SC 29708 ]04 -83 4949 INC) 803-802 2440 (SC) x.. e�—ss'� ...... c..m D X CA n U D � r m 0 a ii J N � O G O N O O O O O O 1+78 gelAFD 2+00 C7 —� 3+00 mid 11 4+00 z v 5+00 5+35 CHECKED BY: DS IMPACT #1 WETLAND 'H11' ° CROSS SECTION ESP n�8,, 7)30 i l `° a°`(28 °'°Uk `1 DRAWN BY: SKT PROJECT NUMBER: F004.470 Hhd 34],i f.�keniiinl Bli d. h,I MiII,s( x708 804��42440IS 803-S02 2440 iso #ESP ORIGINAL DATE: 06121/2018 CRESSWIND SHEET: Figure 11 KH MINT HILL, LLP. CITY OF CHARLOTTE, INC 15" RCP I mP PROPOSED SANITARY I tl���_Zi ��� \ III\III SEWER o> d ` ,� � \ I l 1 °\ \/ V V,, \I \ �I1I I I1 co RIP -RAP APRON TO BE INSTALLED ATIL -� PRE -CONSTRUCTION 6� co Q 0 ELEVATIONS p �' 689100, J fff ' ' 120" CMP \ / o j 15" RCP — Y - 6' O - v PROP. SSWR. MH8 _ ��b 6p :wo ROP . PERMANENT Q STREAM IMPACT #2, STREAM 'K' LuZ - ( \ (150 LF) F-- Lu I/ 680 _ 120" CMP 40 120 LF-14GAUGE CMP N > \ 8LF-HEADWALL Ci cn Q ' , 22 LF - OUTLET RIPRAP W U � PROP. SSWR. MH9 EXIST. PERENNIAL i STREAM 690 � 673co #A1 .O 6 EXIST. STREAM I f J cn O I PROP. SSWR. MH10 �� ego iz, EXIST. BOTTOM OF BANK I x 6 1 / rO , I I/ / I I I I I o �- .moi / \ \ �II I I I ' U) I�EXIST. TOP I c N ws _ 6, �6� 6' I OF BANK I �o�CDN __ N BAR SCALE 1"=40' 0 20' 40' 8G' w mw LL Z o w °° I- U UW Lu O w U o as O N o W D 0 N D o r m 0 II A OO o_ 07 --I OO to O 688.4 O O O O Q0+00 691.58 00, 674.8 _ 689.95 0 ci -m- 669.5 669.5 0 1+00 689.03 FIJI U �-77 688.83 2+00 689.35 CHECKED BY: DES IMPACT #2, STREAM 'K' CROSS SECTION VIEW ESP n"-7`E'. Inc PO,,N(2° °75 ° "` 26241 DRAWN BY: MJS PROJECT NUMBER: F004.450 a4r emd. 04 502 83494"° N 834 440 NO ESP1�lllmllll�lll ORIGINAL DATE: 06/25/2018 CRESSWIND kKHNT SHEET: Figure 13 «:e�0��sr,cialey cni HILL, LLP. CITY OF CHARLOTT]NC ��I \ �� _ — �- PROP. SSWR. MH3 100 -YR STORMWATER EXIST. STREAM TOP PROP.10" PVC � ELEVATION (TYP.) ��OF BANK (TYP.) \ SAN. SWR. (TYP.) Con � (� EXIST. STREAM BOTTOM , OF BANK (TYP.) \\ PROP. \ ITS OF / �— 650- DISTURBANCE (TYP.) \ 11 hLJ PROP. SANITARY SEWER � \ EXIST. 35' SWIM TO BE INSTALLED BY I�� a BUFFER (TYP.) � . OPEN CUT FUTURE o PROP. RETAINING WALL II I� . CRESSWIND I � \ (DESIGN BY OTHERS) I� SUBDIVISION Y 0 LLI�co PROP. SSWR. MH5 - _ - fZ PROP. 20' SAN. SWR. w LL, ESMT. (TYP.) c j > � � \' � \ \ \ � • ` t�84°39'29"E � i � � � Z � o �� 96.11' PROP. SSWK. M�H4k Q W \ I- �C�IN � � � � PROP. TEMPORARY PHASE 5 STREAM IMPACT '3', STREAM 'K' EXIST. 100' PCCO I SUFFER (TYP.) 0)�� 6d, EXIST.PERRENNIAL a, � d 4� STREAM S I �Lr), EXIST. STREAM BOTTOM V a 1 n rlr \ n, OF BANK (TYP.) I in PROP. LIMITS OF ;-4 N I DISTURBANCE (TYP.) / EXIST. 100' PCCO = BUFFER (TYP.) I EXIST. 35' SWIM � z BUFFER (TYP.)` Y o c I � 100 -YR STORMWATER o � ELEVATION (TYP.) w / EXIST. STREAM TOP o o OFBANK (TYP.) �� � u- o w � BAR SCALE 1"=40'm z o W co Q C.Y.)Z w c9 0 20' 40' 80' U o a 0 ccn o W D N n N D ct r, m ct 0 ii A 00 o c PROP. MH#4 RIM=656.06 INV. IN=640.03 (5) INV. OUT=639.83 N W 40k- V7 07 �1 653.9 O O O O O O I 0+00 649.2 I r*i x 0 c� D r� 653.0 �. 0+96 PROP. MH#5 RIM=655.05 �, INV. IN=644.11 (6) o z o INV. OUT=640.32 m m N ZE*— nN;o r n W r m v cn 4 X m n T CHECKED BY: DES IMPACT #3, STREAM PROFILE VIEW 'K' ESP A,.,,x„�e 1, . P O. B& n 7030 "'po `, N 28241 DRAWN BY: MJS PROJECT NUMBER: FQ04.450 3V5 L6-,,i,,l Bhd F,^1", SC 9700 033802,49°C, 8,33 80249 ORIGINAL DATE: 06/25/2018 CRESSWIND SHEET: Figure 15 r.Psv.x ia�c..c �ii� KH MINT HILL, LLP. CITY OF CHARLOTTE, NC \ \ z \ EXIST. SAN. SWR. oE ESMT. (TYP.) p S \ \ EXIST. SANITARY EXIST. PROPERTY \ \ SEWER TRUNKLINE BOUNDARY (TYP.) `SS (SEE PLANS BY \ LANDDESIGN) \ SS \ EXIST. POND `SS EXIST. SSWR. MH �/ U Z Lu EXIST. PERENNIAL STREAM,, - 100, / o NO°18'23"E \\ \� 52.73'Lu 000, 0,44 PROP. SANITARY SEWER EXIST. STREAM TOP /i— � Z _ LLJ OF BANK (TYP.) N j OPEN CUT _ O / :mZ u) TO BE INSTALLED BY EXIST. STREAM BOTTOM FUTURE J W PROP. LIMITS OF OF BANK (TYP.) CRESSWIND U d DISTURBANCE (TYP.) \ PROP. TEMPORARY / / SUBDIVISION U PROP.10" PVC STREAM IMPACT #4, _ _ i SAN. SWR. (TYP.) (30 LF)M'L % EXIST. 35' SWIM N66 A� ---.,-,BUFFER i �3 PROP. SSWR. MH1��TYP. (� PROP. SSWR. MH2 — PROP. 20' SAN. SWR. ESMT. (TYP.) z_ 00—YR STORMWATER _ \ ELEVATION (TYP.) / / i o i v ?4 G C5N % d co EXIST. 100' PCCO i i _�— �—=-- " co BUFFER (TYP.) — �=' i w L t — d BAR SCALE 1"=40'm j z o LL o m r - Y Z WZ H 20 2 w E X:0 ' 40' 80' U o a 0 uJ t O W D X n N D o r m 0 ii A � O 0 < D ;a o W, v EXIST. MH#15 Z z i - RIM=650.37 c C, z R INV. IN=637.97 (1) 0 m W o 0 C) 0 m x 0 647.4 _z_ — 1 H 0+00 D 0 D r� m 1 ;113 647.6 0+53 D` n n > 647.7 r o Sbb0 0 PROP. MH#1 RI M=649.68 INV. IN=638.38 (2) INV. OUT=638.18 CHECKED BY: DESFNT IMPACT #4 STREAM PROFILE VIEW 'L' ESN Assoaates I- 30 PQB°NC 28 CTutlnve. NC 26241 DRAWN DRAWN BY: MJS NUMBER: FQ04.450 3475 LY,,, Bh'd. Flvt Mill"I'll6 803 R0 4244 INC' B°3-R°2-2"°�' ORIGINAL DATE: 06125/2018 CRESSWIN D SHEET: Figure 17 . CITY OFCHARLOTT]+E \ \ PROP. m \ \ SANITARY \ \\ \ SEWER c \ \ \ EXIST. 35' SWIM n BUFFER (T P.) \ \\ \\\\ \ \ ♦. coo \\ PROP. SSWR. MH#117 \al \ `\ 68' DUKE ENERGY RIGHT-OF-WAY PER DB 2281139 AND DB \ \ \ \ 2291 PG 445 DB 2037 PG \ \ UNRECORDED MAPS SUPPLIED BY \ \ \ DUKE ENERGY \ \ \ \ \ \ \ RIP -RAP APRON TO BE T \ INSTALLED AT- PRE-CONSTRUCTION T-PRE-CONSTRUCTION \ \ \ \ ELEVATIONS P \ SEGMENTAL BLOCK \ \ RETAINING WALL \\\\\\\\\ \ \ \ \ \\\\\\\ \\\ \ C E \ \\\ \ \ \\ \ \ PROP. SSWR. MH#116 \ w a \ \ PROP. SSWR. MH#104 BAR SCALE 1"=40' 0 20' 40' 80' 19 04 \ \\ \ \ \ \\\= 1 \ PROP.PERMANENT \ STREAM IMPACT #5, STREAM 'L' \ F PROP. SSWR. MH#124 �\ \ 100 F14 GAUGE CMP \ ' 4 z 4 M\ \\ 8 LF HEADWALL \ 22 LF RIPRAP Ld r_ \ \ O \ U \ \ 0 F \ \ \ ui W 1)VETLiANDI'M' cc j > \ 0b5 ACRE$ ' ui Z CL U w �\ �� _ SEGMENTAL BLOCK / _ RETAINING WALL a C.1 \ PROP. SSWR. MH#12.8 ' STREAM CENTERLINE \7\�P�GIS D�A / \ \ m \\�0 \ 15" CP Lose / QCL \ / 0- C 0\ C `` o o N \ \ 0 \\\ \ J �/ U- oco \ ' ix Lu � a� m r Z Il W m U Q U Z C7 w Lu 2 w K E 2 U 0 d 0 N D X CD n D O r m 0 0 ii N � O O �I �I --4 0%4 N-4 coO w' ■ O O O O O O 16+10 VA III III _ 17+00 n cn 18+00 r 19+00 CHECKED BY: DS IMPACT #5 STREAM 'L' CROSS SECTION ESP a B,� 703.0. i� . - P1, �1„4eBO.1'�0 �n, .11 28241 DRAWN BY: SKT PROJECT NUMBER: F004.470 3415 Ukemi�nl BI.A. 1 11,11.50 29719 60 B349440`,C g0380'�°'°f3O ORIGINAL DATE: 06121/2018 CRESSWIND SHEET: Figure 19 KH MINT HILL, LLP. CITY OF CHARLOTTE, NC Wetlands and Environmental Planning Group Cresswind Site (SAW-2016-0111)—STREAM STABILIZATION EXHIBIT I UM COIPIi1M OF TfIIEMI CMQaw W1K. COMTMACTCM SIAtL BA{M U SO W04AROCALLIP 1140P 00 MCIF 070" WS WVQ RA" 00 MIS * SOW"" ar A PONT i ASM *ATM SURFACE MONK GRAM 119"CEO FUMM • MAN MLX" 5119AI CANT. TOP OF CAMI AND Awas ^A* OP STO Mr * INSTAL CM 0TAN1t OCT/AAAT STAAT9M LWUN Ir OWNIF TA1►1C11 INWAM E"I M AMO Dfnb CM A WWWWO S W10016 TOP OF INK. VMVJ MI SPEWCATWO FOR CON nW WT/MAT AS MUM - MI. 71401 0M OF (00 111CM low OOOOMIT AM am tTONEN am tMllE - AtlQ IANW OF 20 ONNCS/A TO. A. CUM F1M MQ/MAT SMALL K WXWLT MSD M Pt.ATY met Y= 4w TFOODiM STAN AID NOW STAfLES (AS PEED) S NETALL Ula TTNSUt @M MMC AT 1P11EM SWAM ELMI N AND E7ITDICN0 Z 1aM114U1 FUT UP 1NE SIPCON SAW SM %M 31401 DUAL "N AWTO UA. WDANUdDill 0. NSTALL SO FO CE ti)tom 1 1EtlT ALCM 1W OF WM (AOIA " W 00 OF OW FII I UAMi) fOM MOM OF 01111100M sols. CACI tam AVERS 01MUNIC 1" or MATMI PAPOEM am MET/Wn Inc STAIR A UAN an - I .''I MT MOW 01001f&^ amt N' &MAW QiVATICM MUM SWAM exarm Leonard S. Rindner, PLLC. 1. uW g AME$ 9AYL CE AF'MiOLAMffiv 14' ON tEM M & LM Umtz !WA w nor -t3' M pALttM AT DIF Vow OF PLA IM 1 UK SnV= emu K CLAD! Mw ON mm sF ev OOF.ADIEC 40 MOATATT D/WLL N OOWMT Ai PC TTL' W ATOM OVIN AID PIA%VM AND % CALLT 94OtfIlA IA10003E0 s Lf* SIAMM NVU t WACW J QG 0. LA! VA01E3 !WL K AAMIM A WNM d W w DC►M wTN b0 bw wo •V' 0< "Ar CAPOML Ceme c0a #11m NAT Ir a.raD TOP or MAN[ HHLOW NATER wwom STREAM HANK STABILIZATION - LIVE STAN TYPWAL Mm — 111.1ra AAEifALL !L1 /� MDllFgtl>ED 11TH 1100 TME AT TOP CF WON ow OF ONI FT!'JR 0!tTpAo rwTj lY UND 10 NOUN L OVAL 4000 iIMAN NM SON C900410). w OF ME FACE OF AM1011 STACK 190101=30 AIIo+ 1 win OPTa1AAL) 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 Figure 20 len.rindner@wetlands-epg.com W9 jurisdictional Determination Information U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action I.D.: SAW -2016-01111 County: Mecldenburg U.S.G.S. Quad: NC -MINT HILL NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner/Agent: Robert Daurity, KH Hill LLP Address: 701 S Olive Ave #104 West Palm Beach, Florida 33401 Telephone No.: Property description: Size (acres): 365 acres Nearest Town: Charlotte Nearest Waterway: Caldwell Creek River Basin: Upper Pee Dee Coordinates: 35.2289, -80.6482 Hydrologic Unit Code: 03040105 Location Description: The site is located at 12701 Albemarle Road, Mecklenburg County, Charlotte NC, Coordinates: 35.2299,-80.6482 Indicate Which of the Following Apply: A. Preliminary Determination Based on preliminary information, there may be waters and wetlands on the above described property. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This pre liminaiy determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). ). If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the JD. B. Approved Determination There are Navigable Waters of the United States within the above described property subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. X There are waters and wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. We strongly suggest you have the waters and wetlands on your property delineated. Due to the size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps. X The waters and wetlands on your property have been delineated and the delineation has been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. _ The waters and wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published- regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. Action Id.: SAW -2016-01111 Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this determination and/or the Corps regulatory program, please contact William Elliott at 828-271-7980. C. Basis For Determination The site contains wetlands as determined by the 1987 Corps of Engineers Wetland Delineation Manual and the Interim Regional Supplement to the Corps of Engineers Wetlands Delineation Manual. Eastern Mountain and Piedmont Region. These wetlands are adjacent to stream channels located on the property that exhibit indicators of ordinary high water marks. The stream channel on the property is an unnamed tributary to Mckee Creek which flows intot he Rocky which flows to the Upper Pee Dee River. Yadkin River joins the Uwharrie River to form the Pee -Dee River. Pee Dee River enters the Atlantic Ocean through Winyah Bay in South Carolina. So drainages in Iredell, Rowan, and Wilkes drain to Yadkin River (before it's confluence with Uwharrie River). Drainages in Cabarrus, Mecklenburg, Stanley, and Union drain to Pee -Dee River. D. Remarks: Jurisdictional "Waters of the US" have been identified on this property as depicted by submitted Jurisdictional Request Package on file. E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B. above) Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved jurisdictional determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will find a request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room 1OM15 Atlanta, Georgia 30303-8801 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address within 60 days of the issue date below. **It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence. * * Corps Regulatory Official: _William Elliott Issue Date: June 20, 2016 Expiration Date: June 19, 2021 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at our website at http://per2,nwp.usace.armv.mit/surve .lam to complete the survey online. CF: Leonard S. Rindner, PLLC, WEPG 10612-D Providence Road, PMB 550, Charlotte NC 28277 2 a h x y r , S,N J ft i i 5 Applicant: Robert Daurity, KH Hill LLP File Number: SAW-2016- Date: June w, i o 101111 Attached is: See Section below INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) A PROFFERED PERMIT Standard Permit or Letter of permission) B PERMIT DENIAL C X APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION F J e�o►$ Identifies your righted o�ttons icgardtzig;an adnuxusttatrve appeal cif the above x �� �ition play be found at .w ..Y ��>ata;nrGW/Pages/el;_tnate ox Co?� ,a,►s at 33 CF'ait 331 w�:..... A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section 11 of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate .your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this.form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding. the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for Ru-ther instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION -11 - IS`l' FOR APPEAQWJECTIINERAL PROFFERED PERW � 4f REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record ADDITIONAL, INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. go,r oF, .=;k:v. If you have questions regarding this decision and/or the appeal If you only have questions regarding the appeal process you may process you may contact: also contact: William Elliott, Project Manager Mr. Jason Steele, Administrative Appeal Review Officer USACE, Asheville Regulatory Field Office CESAD-PDO 151 Patton Ave U.S. Army Corps of Engineers, South Atlantic Division RM 208 60 Forsyth Street, Room I OM 15 Asheville, NC 28801 Atlanta, Georgia 30303-8801 828-271-7980 Phone: (404) 562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: William Elliott, 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 4 M1. j NON -JURISDICTIONAL PERENNIAL WETLAND M WETLAND SEASONAL GULLY RPW L 0.05 Acres 0.33 Acres WETLAND E 1367 LF 0.04 Acres R RPW B } * _ 75 LF ' PERENNIAL WETLAND 0 { STREAM 0.03 Acres s FORM •j. WETLAND P { 0.14 Acres I UPLAND DATA ''- � (5 i POINTQ • `J W CLAND .'� 6 DATA POINT < • T s `4 _ •••• WETLAND Q 0.87 Acres F PERENNIAL i' WETLAND C RPW K 0.05 Acres SEA 1957 LF STREAM PERENNIAL RPW D FORM _ 1972 LF CULVERT NON-JUR SEEM SEASONAL_ STREAM FORM 309 LF �..� Landscape Photo Location and Direction r _P OPEN t �--- \ • • Non —jurisdictional SEASONAL WATER WETLANDS III •.. _ w — gully or Swale RPW J POND 0.06 Acres Wetland 304 LF WETLAND H /I **SITE VERIFIED BY f ; 0.42 Acres, USACE ON 10/8/2015* . f FIGURE NO. CRESSWINDS Drawn By: Reviewed By: 21 Wetlands and Environmental Planning Mecklenburg Co., NC NRN LSR Group Leonard S. Rindner, PLLC. DELINEATION MAP — WATERS OF THE U.S. DATE: \ .• 2277 EXISTING CONDITIONS STUDY 8/27/15 f: SUBJECT TO USACE/NCDENR VERIFICATION .�• � I, �i7Mf -�...+iY � � w i wi i t'LI' �♦ ¢. y -♦ ,• y♦N�. �. il'f�ter, � ., , . krd ti a —• All 41 v VIP ALL ,. Y. �• , Irn I P t l j - r t _. - -f r- a — a ✓ A' k • • } why'*I! f'� >' �� 1• + Wetlands and Environmental Planni g eonard S. Rindner, PLLC. Ien.rindner@wetlands-epg.com • • , (704)904-2277 � � � . www.wetlands-epg.com WETLAND — TYPICAL — PHOTO 4 BRAIDED WETLAND — TYPICAL — PHOTO 5 DISTURBED WETLAND — TYPICAL — PHOTO 6 FIGURE NO. CRESSWINDS— PHOTOS 2 21b kAIE7nf" Mecklenburg Co., NC -- TYPICAL REPRESENTATIVE - WATERS OF THE U.S. _ EXISTING CONDITIONS STUDY SUBJECT TO USACE/NCDENR VERIFICATION Drawn By:I Reviewed By: NRN LSR DATE: 1/7/15 4-J L- 0 O Q v oC v �U N V) 4J i CD C rz W Threatened & Endangered Species I �- 0=0 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Threatened / Endangered / Protected Species Evaluation For Cresswind Site Mecklenburg County, North Carolina By: Lisa R. Gaffney July 18, 2018 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 Cresswind Site - Threatened /Endangered /Protected Species Evaluation GENERAL LANDSCAPE DESCRIPTION: The Cresswind site is located just north of Albemarle Road, and just west of Rocky River Church Road, in Mecklenburg County, North Carolina. The site can be found on the Mint Hill USGS Topographic Quadrangle Map; latitude is 35.2289 °N, longitude is 80.6482 °W. The topography consists of gently sloped upland grading into moderate slopes and stream corridors with the elevation ranging from 630 to 790 ft. (Figure 1). Figure 1: FIGURE 1`40. ' f Mecklenburg Counry, NC 2 USGS MAP \ EXISTING CONDITIONS STUDY \\ SUBJECT TO USACE/NCOENR VEPIflCAiION 'APPROXIMATE BOUNDARY •t LOCATION: Lac 35.2289 SCALE � ' Long: -80.6482 1:24,000 - HUC:03040105 ACRE ROCKY -365.00 Minl HBI, NC ra..«.r FIGURE 1`40. CRESSWINDS Mecklenburg Counry, NC 2 USGS MAP \ EXISTING CONDITIONS STUDY \\ SUBJECT TO USACE/NCOENR VEPIflCAiION 'APPROXIMATE BOUNDARY Drawn By: I Reviewed By: LRG ISR DATE 12/18/14 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Cresstivind Site - Threatened /Endangered /Protected Species Evaluation METHODOLOGY: The US Fish and Wildlife Service website htti)://www.fws.gov/endangered/ was referenced to determine the 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 investigated during the weeks of January 5 and 12, 2015. Table 1: Threatened / Endangered / Protected Species listed for Mecklenburg County County: Mecklenburg, NC *Source: US Fish & Wildlife Service **Data search on April 11, 2015 ***UPDATED July 18, 2018 Group Name Status Record Status Invertebrate Carolina Heelsplitter (Lasmigona Endangered Current decorata Invertebrate Rusty -patched Bumble Bee Endangered Historic (Bombus affinis) Vascular Plants Smooth Coneflower (Echinacea Endangered laevi ata Vascular Plants Schweinitz's Sunflower (Helianthus Endangered schweinitzii) Vascular Plants Michaux's Sumac (Rhus michaux6) Endangered Vertebrate Northern Long -Eared Bat (Myotic septentrionalis) Vertebrate Bald Eagle (Haliaeetus leucocephalus) Threatened Current Current Current Probable/Potential Protected under the Bald Current and Golden Eagle Protection Act Wetlands and Environmental Planning Group Leonard S. Rindner. PLLC. Cresstivind Site - Threatened /Endangered /Protected Species Evaluation Three plant species with federal protection were included in the survey efforts: • Schweinitz's Sunflower (Helianthus schweinitzit), 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. A total of 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 pollen from flowers, nesting sites (underground and abandoned rodent cavities or clumps of grasses), and overwintering sites for hibernating queens (undisturbed soil). Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Cresstivincl Site - Threatened / Encianwered / Protected Species Evaluation RESULTS: The site is characterized by expansive woodlands; pine plantations; disturbed, timbered woodlots; pastureland; fencerows and dirt access roads; scrub/shrub thickets; and stream corridors. There is a power line right of way transecting the property. There are two utility towers on the site: a cell phone tower and a Doppler radar tower. There is roadside edge on Albemarle Road, Rocky River Church Road, and along 1-485 in part. The mixed pine/hardwood forest on site is composed of White Oak (Quercus alba), Red Oak (Q. rubra), Black Oak (Q. velutina), Mockernut Hickory (Carya tomentosa), Pignut Hickory (C.glabra), American Beech (Fagus grandifolia), Short -leaf Pine (Pinus echinata), Tulip Poplar (Liriodendron tulipifera), and Sweet -gum (Liquidambar styraciflua). Understory species include Red Maple (Acer rubrum), Flowering Dogwood (Cornus florida), Redbud (Cercis canadensis), Sourwood (Oxydendrum arboreum), American Holly (Ilex opaca), Ironwood (Celtis laevigata), and Black Gum (Nyssa sylvatica). Shrubs include Blueberry (Vaccinium spp.) and Strawberry Bush (Euonymus americanus). Vines present are Japanese Honeysuckle (Lonicera japonica), Virginia Creeper (Parthenocissus quinquefolia), Muscadine (Vitis rotundifolia), and Poison Ivy (Toxicodendron radicans) Herbs are generally sparse and include Christmas Fern (Polystichum acrostichoides), Ebony Spleenwort (Asplenium platyneuron), and Wintergreen (Chimaphila maculata). Additional herbs are expected to be present but were not evident at the time of evaluation (January). The pine plantations are planted in rows of Loblolly Pine (Pinus taeda). The trees are even aged and are essentially a monoculture with just a few successional hardwood saplings interspersed. The disturbed, timbered land is covered in successional scrub/shrub thickets including Blackberry, Autumn Olive (Elaeagnus sp.), with stump sprouts and saplings of Short -leaf Pine, Sweet -gum, Tulip Poplar, Red Cedar (Juniperus virginiana), Winged Elm (Ulmus alata), Black Cherry (Prunus serotina), and Persimmon (Diospyros virginiana). The pasture is dominated in Fescue grass (Festuca sp.), along with native grasses and broad leaf weeds. This open land is either grazed or mowed except for transitional edge habitat. The assemblage of plants growing in the transitional edges of the woods, timbered areas and disturbed roadside includes Broomsedge (Andropogon virginicus), Johnson Grass (Sorghum halepense), Indian Grass (Sorghastrum nutans), Japanese Stiltgrass (Microstegium vimineum), Love Grass (Eragrostis sp.), Gamma Grass (Tripsacum dactyloides), Purple Top (Tridens flavus), Panic Grass (Panicum sp.), Sericea Lespedeza (Lespedeza cuneata), Ragweed (Ambrosia artemisiifolia), Curly Dock (Rumex crispus), Goldenrod (Solidago sp.), Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Cresswind Site - Threatened /Endangered /Protected Species Evaluation Blackberry (Rubus sp.), Chinese Privet (Ligustrum sinense), Winged Sumac (Rhus copallina), Japanese Honeysuckle (Lonicera japonica), Brazilian Verbena (Verbena brasiliensis), Rabbit Tobacco (Gnapthalium obtusifolium), St. John's Wort (Hypericum sp.), Tickseed (Bidens sp.), and Poke Weed (Phytolacca americana). Threatened & Endangered/Protected Species Results All potential habitats for Schweinitz's Sunflower, Michaux's Sumac and Smooth Coneflower along the roadsides and woods edges were examined and none of these species were present. • No habitat exists on the site for Bald Eagles, and there were no sightings nor were any nesting sites observed. The on-site streams do not have the habitat characteristics required to support populations of the Carolina Heelsplitter. Based on existing documentation, Carolina Heelsplitter populations have not been previously identified within this basin. No individuals 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 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 it's Historic Range, and as such, Section 7 consultation is not needed. WEPG concludes that Rusty -patched Bumble Bee is not present. Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Cressuvind Site - Threatened /Endangered / Protected Species Evaluation RECOMMENDATIONS: Based on the site investigation and the review of available data, 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, Lisa R. Gaffney Biologist July 18, 2018 Wetlands and Environmental Planning Group Leonard S. Rindner. PLLC. Cressivind Site - Threatened /Endangered /Protected Species Evaluation Curriculum Vitae for: Lisa R. Gaffney Biologist / Botanist B.S. Biology, University of North Carolina at Charlotte Ms. Gaffney is a classically trained Botanist and has conducted field work and investigative studies covering thousands of cumulative acres in both North and South Carolina since 1996, including: • Cabarrus County NC Natural Heritage Inventory 1997-1998. Organized, directed, and worked in field survey of natural areas in Cabarrus County for the North Carolina Natural Heritage Program. • Lincoln County NC Natural Heritage Inventory 2000-2001. Organized, directed, and worked in field survey of natural areas in Lincoln County for the North Carolina Natural Heritage Program. • Threatened and Endangered Species Surveys and Natural Communities Evaluation for over 45,000 acres in North and South Carolina, 1996 - present. • Located and identified at least six previously unreported populations of Federally Endangered Schweinitz's Sunflower (Helianthus schweinitzii). • Located and identified four previously unreported populations of Threatened Dwarf Heartleaf (Hexastylis naniflora). • Located a previously unknown population of Federally Endangered Schweinitz's Sunflower at Redlair Farm in Gaston County, NC. This discovery led (in part) to the purchase of the site by the State of North Carolina Plant Conservation Program, now called Redlair Preserve. This population has become a Recovery Site for the species. • Participated in numerous Piedmont Prairie restoration projects in Mecklenburg, Union, Cabarrus and Gaston Counties, North Carolina. Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC.