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Home My WebLink About20191168 Ver 1_401 Application_20190830CAROLINA WETLAND SERVICES, INC. 550 E. Westinghouse Blvd. Charlotte, NC 28273 704-527-1177(office) 704-527-1133 (fax) To: Mr. David Shaeffer Date: August 8, 2019 U.S. Army Corps of Engineers, Charlotte Satellite Office 151 Patton Avenue, Room 208 Asheville, NC 28801 Cc: Mr. Alan Johnson NC Dept. of Environment & Natural Resources (NCDENR) Division of Water Resources - Water Quality Regional Operations 610 East Center Ave., Suite 301, Mooresville, NC 28115 Subject: Pre -Construction Notification Pursuant to Nationwide Permit No. 29 and No. 18 Miranda Village Charlotte, North Carolina (SAW -2018-01344) CWS Project No. 2019-0185 Dear Mr. Shaeffer, The Miranda Village Site (Mecklenburg County Tax Parcel No. 03741109) is approximately 121 acres in extent and is located west of the Beatties Ford Rd and Miranda Road intersection, in Charlotte, North Carolina (Figures 1 and 2, Attachment D). Denali REF LLC has contracted Carolina Wetland Services, Inc. (CWS) to provide Section 404/401 permitting services for this project. On behalf of Denali REF, LLC, Carolina Wetland Services is submitting a Pre -Construction Notification pursuant to Nationwide Permit Nos. 29 and No. 18 to the U.S. Army Corps of Engineers for proposed impacts to four jurisdictional jurisdictional wetlands. These impacts include the filling of 0.0803 ac of wetland. The proposed impacts are associated with developing the property into a single-family residential development. An executed Agent Authorization Form is attached (Attachment C). A NCDEQ 401 major permit application fee is enclosed. A site visit with the USACE was conducted on August 10, 2018 (SAW -2018-01344). The following Attachments are included: DESCRIPTION Attachment A - ORM Attachment B - Pre -Construction Notification Pursuant to NWP No. 29 and 18 Attachment C - Agent Authorization Form Attachment D - Figures 1-7 Attachment E - Additional Sheets to PCN Attachment F - Construction Plans/Impact Sheets Attachment G - USFWS Concurrence Attachment H - SHPO Response Attachment I - Photopage Miranda Village NWP Permit Application August 8, 2019 CWS Project No. 2019-0185 Please do not hesitate to contact Dan Zurlo at 717-460-3466 or dan@cws-inc.net should you have any questions or comments regarding this request. Sincerely, Dan Zurlo Project Scientist CC: Mr. Alan Johnson; NCDEQ Encs. Page 2 of 3 Christine Geist, PWS, CE Principal Scientist Miranda Village Attachments ATTACHMENT A: August 23, 2019 CWS Project No. 2019-0185 Preliminary ORM Data Entry Fields for New Actions SAW — 201 - BEGIN DATE [Received Date]: Prepare file folder ❑ Assign Action ID Number in ORM ❑ 1. Project Name [PCN Form A2a]: Miranda Village 2. Work Type: Private ❑� Institutional ❑ Government ❑ Commercial 11 3. Project Description / Purpose [PCN Form 133d and 133e]: Residential development 4. Property Owner/ Applicant [PCN Form A3 or A4]: Applicant: Denalli REF, LLC, POC: David Weiss 5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: CWS; POC: Mr. Daniel Zurlo 6. Related Action ID Number(s) [PCN Form 135b]: SAW -2018-01344 7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 131b]: 35.3308190, -80.879571 0 West of of the Beatties Ford Rd and Miranda Road intersection 8. Project Location - Tax Parcel ID [PCN Form 131a]: 03741109, 03315112 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]: McIntyre Creek 12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form 132c]: 03050101 Authorization: Section 10 ❑ Section 404 ❑� Section 10 & 404 Regulatory Action Type: ❑✓ Standard Permit Nationwide Permit # 29 and 18 ❑ Regional General Permit # ❑ Jurisdictional Determination Request ❑Pre -Application Request Unauthorized Activity 0 Compliance ❑ No Permit Required Revised 20150602 Miranda Village Attachments August 23, 2019 CWS Project No. 2019-0185 Attachment B: PCN Pursuant to NWP 29 and 18 V4 rEgQc 6 Nil� Y Office Use Only: Corps action ID no. 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: 18 and 29 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 ❑X 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 NX No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑ Yes ❑X No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. N Yes NX 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: Miranda Village 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: Denali Ref LLC 3b. Deed Book and Page No. 33238-255, 33238-269 3c. Responsible Party (for LLC if applicable): David Weiss 3d. Street address: 452 5th Ave, 27th Floor 3e. City, state, zip: New York, NY 10018 3f. Telephone no.: 980-321-7564 3g. Fax no.: N/A 3h. Email address: david.weiss@man.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: Dan Zurlo 5b. Business name (if applicable): Carolina Wetland Services 5c. Street address: 550 E Westinghouse Blvd 5d. City, state, zip: Charlotte, NC 28273 5e. Telephone no.: 717-460-3466 5f. Fax no.: N/A 5g. Email address: dan@cws-inc.net Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 03741109, 03315112 1 b. Site coordinates (in decimal degrees): Latitude: 35.331093 Longitude: -80.879556 1 c. Property size: 121 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Sugar Creek 2b. Water Quality Classification of nearest receiving water: Class C 2c. River basin: Catawba 03050101 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 target property is an active horse farm. The project area consists of pasture land, deciduous forest, woody wetlands, ponds and a maintained power line right-of-way. On-site elevations ranges from 710-750 feet above mean sea level (Attachment D, Figure 2). 3b. List the total estimated acreage of all existing wetlands on the property: 2.6 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,226 3d. The Explain the purpose of the proposed project: purpose of the project is to construct a single family, residential subdivision. 3e. See Describe the overall project in detail, including the type of equipment to be used: additional sheets (Attachment E) 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? 0 Yes ❑ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Dan zurlo Agency/Consultant Company: Carolina wetland Services Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. The site was field verified by David Shaeffer of the USACE on August 10, 2018. A PJD was submitted for this site, however due the results of the field verification, AJD documentation was submitted on June 4, 2019. Action ID: SAW -2018-01344. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑ Yes 0 No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ❑X 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 ❑ 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 Fill Headwater Wetland Yes Corps 0.052 W2 P Fill Headwater Wetland Yes Corps 0.0089 W3 P Fill Headwater Wetland Yes Corps 0.0125 W4 P Fill Headwater Wetland Yes Corps 0.0069 W5 - Choose one Choose one Yes/No W6 - Choose one Choose one Yes/No 2g. Total Wetland Impacts: 0.0803 2h. Comments: Impact W1 is to be permitted under NWP 29. Impacts W2 -W4 will be permitted under NWP 18. 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 - S2 - Choose one - S3 - Choose one - S4 - Choose one - S5 - Choose one - S6 - Choose one - 3h. Total stream and tributary impacts 3i. Comments: 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 P Pond B Fill Pond 0.75 O2 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 0.75 4g. Comments: mpacts o non -404, iso a e on total acres o i e impactis no i ying o un er 10000U.- 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 B1 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. See additional sheets (Attachment E). 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. See additional sheets (Attachment E). 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ❑ Yes ❑X No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank El 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. ❑ 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 ❑ Yes ❑X No buffer mitigation? 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. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (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? 24 % 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: A stormwater plan will be submitted to the City of Charlotte for their review and approval. It will be administered under the city's Phase II Stormwater Management Program. 2e. Who will be responsible for the review of the Stormwater Management Plan? City of Charlotte 3. Certified Local Government Stormwater Review 3a. In which localgovernment's jurisdiction is thisproject? City of Charlotte ❑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 ❑ 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 letter.) ❑ Yes ❑ No 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? ❑ 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 ❑ Yes ❑X 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 a single and complete project with no additional phases planned. Past development on the site occurred well before enactment of the Clean Water Act, so any past impacts to waters of the US are unknown. Any future development in the area will occur independently of this development. 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 will be piped to the nearest Charlotte -Mecklenburg sewage treatment facility. 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 0 Yes ❑ No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? A field assessment of the on-site habitat was conducted, and concurrence was requested from the Fish and Wildlife Service. USFWS had no comment on the project (Attachment G). 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? NOAA Essential Fish Habitat Mapper https://www.fisheries.noaa.gov/resource/map/essential-fish-habitat-mapper 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 0 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 NC SHPO concurrence (Attachment H) 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? ❑ Yes 0 No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? FEMA Firm Panel 3710453800K, 3710453700K, 3710454800K Dan Zurlo 8-8-19 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 Miranda Village Attachments ATTACHMENT C: Agent Authorization Form August 23, 2019 CWS Project No. 2019-0185 AGENT CERTIFICATION OF AUTHORIZATION I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize representative(s) of the Wilmington District, U.S. Army Corps of Engineers (Corps) and the N.C. Department of Environmental Quality (NCDEQ) to enter upon the property herein described for the purpose of conducting on-site investigations and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404/401 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, _ _ � ifs � e+s ,representing, hereby certify that I have authorized Dan Zurlo of Carolina Wetland Services, Inc. to act on my behalf and take all actions necessary to the processing, issuance, and acceptance of this request for wetlands determination / permitting and any and all standard and special conditions attached. I hereby certify that the above information submitted in this application is true and accurate to the best of our knowledge. Q dritk �� 5 A� �nC- / 'iV, asc e - 1v\aAo-%6, $� Kier ens. ,�[ -�u.� ��► — Appli nt' sig to e r Date Agent's signature 5/23/19 Date Completion of this form will allow the agent to sign all future application correspondence. Miranda Village Attachments ATTACHMENT D: Figures 1-7 August 23, 2019 CWS Project No. 2019-0185 Kentucky Tennessee South Carolina Georgia Virginia a N � m n - c F F G II b L> L H a � Nam hind .44 x 4B iz d Pa Ai�wo Saar Creek Nature Preserve s n 4w+� ,y tbrth Lame boll orth hoc 41 Lake a M1H O' 3 n 'S- E C5 D � 44' 21} Hornets Nest Regional Park 1 5 116 0 1�� Gunasl Hos GaIFCourse Rd 5u C� P Nevus C $e1rh C d Reg ronaI Park% "�5 ar. $/L4' raea hf idle RibbDnwalk a� Nature R '►+ Preserve ti n a x 1 �q R d gyp N°UV Legend Project Limits (120.2 ac.) 5,000 2,500 0 5,000 Feet REFERENCE: BACKGROUND VICINITY MAP PROVIDED BY ESRI, 2019. SCALE:DATE: 1 inch = 5,000 feet 7/29/2019 Vicinity Map FIGURE NO. CWS PROJECT NO: 2019-0185 DRAWN BY: JKM Miranda Village COORDINATES: CHECKED BY: CAROLINA Mecklenburg County 35.331093, -80.879556 CAG WETLAND SERVICES. Charlotte, NC G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0185 Miranda Village\JD\ArcGIS\Figure1_Vicinity.mxd i 1 A: LooIem } Cleo - c - L- - r'S'!/yam RQ y41F f'�� R♦1� i -t�+lpl Ur'r � '•.� � f.• FA.�- a v i HORN _ :NESTEI '�- I � LY I O ` I t Legend a p= — Project Limits (120.2 ac.) �. x, i�:•aarh 2,000 1,000 0 2,000 Feet REFERENCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE(S): MOUNTAIN ISLAND LAKE, INC AND DERITA, INC (2017). SCALE: DATE: FIGURE NO. 1 inch = 2,000 feet 4/17/2019 USGS Topographic Map CWS PROJECT NO: DRAWN BY: 2019-0185 JKM Miranda Village COORDINATES: CHECKED BY: CAROLINA Mecklenburg County 2 35.331093, -80.879556 CAG WETL.ANO 5ERVICES Charlotte, NC G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0185 Miranda Village\JDWrcGIS\Figure2_USGS.mxd GAShared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0185 Miranda Village\JDVarcGIS\Figure3_Aerial.mxd MO PF EnB V 1w EnD EnD EnB JVaB EnB EnB )—EnD WkD EnB EnB CeB2 VaB �i 1 EnB I •• W 7.8 .� .. . M Appling sandy loam, 2 to 8 percent slopes No Ce62 Cecil sandy clay loam, 2 to 8 percent slopes, moderately eroded No CeD2 Cecil sandy clay loam, 8 to 15 percent slopes, moderately eroded No EnB Enon sandy loam, 2 to 8 percent slopes No EnD Enon sandy loam, 8 to 15 percent slopes No HeB Helena sandy loam, 2 to 8 percent slopes Yes MO Monacan loam, 0 to 2 percent slopes, frequently flooded Yes VaB Vance sandy loam, 2 to 8 percent slopes No W Water No W kB Wilkes loam, 4 to 8 percent slopes No WkE Wilkes loam, 15 to 25 percent slopes No Totalsof Interest: k REFERENCE: USDA-NRCS SOIL SURVEY OF MECKLENBURG COUNTY, NC, DATED 2017. Project Limits (120.2 ac.) ,K21gem 12 SCALE: DATE: 1 inch = 1,000 feet 4/18/2019 11000 500 0 1,000 Feet CWS PROJECT NO: DRAWN BY: 2019-0185 JKM Survey of Mecklenburg County 4 COORDINATES: CHECKED BY: CAROLINA 35.331093, -80.879556 CAG WETt_ANo SERVICES ApB I CeB2 VaB EnB CeD2 EnB r / rvcw-�/ CeD2 ' EnB CeB2 �nd G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0185 Miranda Village\JD\ArcGIS\Figure4_CurrentSoils.mxd CeB2 7.8 MeD 2.1 CeB2 1.9 r,r W 2.9 MeB 5.6 CeD2 9.1 Legend 0.1 0.8 Project Limits (120.2 ac.) 1.7 12 Roads 11000 500 0 1,000 Feet USDA-NRCS Current Soil FIGURE NO. Survey of Mecklenburg County 4 Miranda Village Mecklenburg County Charlotte, NC G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0185 Miranda Village\JD\ArcGIS\Figure4_CurrentSoils.mxd T.• — _ _ _r _ __ - _ —STS— __ _7`� C Fn6 4� Hca H8 lVl L� flr�3 :.Va !i F 1NxF ::••Ei7 F tr1 PaE nQ ri r. fi 7 1 FnDEND En A Ce02 W kC7 F u• � q E.n 9 � � {;efil � Wb L) Eno �' ❑ F•18 En13 11 9 WkF. Cefs2 ' .. vae ctn. j Mn u i Errl3 Cr�62 __ _ rFH �•_. n FnB Y` M❑ r•P82 Frr � EnU "}sr9 � Q:� Enr3 CP F"R fnD Fna En rLnO �" tw MID EnH 1. Z 3 Hee �Cq Fn❑ . r� w r•.•62 x� n • I1 J 1 � Fn6 CnB2 4`` Miranda Road � 4• Oakdale Road Enil CeBd Mr6 l MO r� HS 1 o � � Cn8 p 1 tnFS VaEs Lna Eno v ••^Ihk3 Cnr! Hr8 {.„R-r Jap7 { :N �.i rvR FI 1 r f Afi6 �t W k D x Wk40 E V � rif D CrR2 I VaE 4,- Q WkE y4r �i6 kU kU Pa rn c ❑ �t. Er.=.' MeB �F s £n& eR7 H -B f, I t n$ re07 paE CWOI � � � i`' I �{ Mrs EnFS ti� D Cats: an: ame ApB Appling sandy loam, 2 to 8 percent slopes No CeB2 Cecil sandy clay loam, 2 to 8 percent slopes, moderately eroded No CeD2 Cecil sandy clay loam, 8 to 15 percent slopes, moderately eroded No EnB Enon sandy loam, 2 to 8 percent slopes No EnD Enon sandy loam, 8 to 15 percent slopes No 1 r HeB Helena sandy loam, 2 to 8 percent slopes Yes f” l ret `. MO Monacan loam, 0 to 2 percent slopes, frequently flooded Yes VaB Vance sandy loam, 2 to 8 percent slopes No Legend u• W Water No WkB Wilkes loam, 4 to 8 percent slopes No U Project Limits (120.2 ac.) 11 WkE Wilkes loam, 15 to 25 percent slopes No 2,000 1,000 0 2,000 Feet REFERENCE: USDA-NRCS PUBLISHED SOIL SURVEY OF MECKLENBURG COUNTY, NC, SHEETS 3 AND 4, DATED 1976. n n SCALE:1 inch = 2,000 feet 7/29/2019 DATE: USDA-NRCS Published Soil FIGURE NO. CWS PROJECT NO: DRAWN BY: Survey of Mecklenburg County 2019-0185 JKM Miranda Village COORDINATES: CHECKED BY: CAROLINA Mecklenburg County 5 35.331093, -80.879556 CAG WETLAND 5ERV1C£5 Charlotte, NC G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0185 Miranda Village\JDVarcGIS\Figure5_HistoricSoils.mxd (11 REFERENCE: NATIONAL WETLAND INVENTORY DATA PROIVDED BY UNITED STATES FISH AND WILDLIFE SERVICE FOR NORTH CAROLINA, ACCESSED 2017. BACKGROUND LAYER(S) PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2017. 0 Legend Project Limits (120.2 ac.) Roads National Wetland Inventory ® Freshwater Emergent Wetland - Freshwater Forested/Shrub Wetland Freshwater Pond - Riverine 1,000 500 0 1,000 Feet SCALE: DATE: FIGURE NO. 1 inch = 1,000 feet 7/31/2019 National Wetlands Inventory CWS PROJECT NO: DRAWN BY: 2019-0185 JKM Miranda Village COORDINATES: CHECKED BY: CAROLINA Mecklenburg County 6 35.331093, -80.879556 CAG WETLANID SERVICES Charlotte, NC G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0185 Miranda Village\JD\ArcGIS\Figure6_NWl.mxd t.: (11 REFERENCE: NATIONAL WETLAND INVENTORY DATA PROIVDED BY UNITED STATES FISH AND WILDLIFE SERVICE FOR NORTH CAROLINA, ACCESSED 2017. BACKGROUND LAYER(S) PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2017. 0 Legend Project Limits (120.2 ac.) Roads National Wetland Inventory ® Freshwater Emergent Wetland - Freshwater Forested/Shrub Wetland Freshwater Pond - Riverine 1,000 500 0 1,000 Feet SCALE: DATE: FIGURE NO. 1 inch = 1,000 feet 7/31/2019 National Wetlands Inventory CWS PROJECT NO: DRAWN BY: 2019-0185 JKM Miranda Village COORDINATES: CHECKED BY: CAROLINA Mecklenburg County 6 35.331093, -80.879556 CAG WETLANID SERVICES Charlotte, NC G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0185 Miranda Village\JD\ArcGIS\Figure6_NWl.mxd l^ i O Figure 7a Figure 7b 0 11 Oldbri Ln .��tt REFERENCE: BACKGROUND GIS LAYER(S) PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2019. NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED IN THE FIELD), CLASSIFIED, AND MAPPED USING A SUB -FOOT CAPABLE GPS UNIT BY CWS, INC., ON JUNE 7, 8, AND 13,2018; AUGUST 27,2018; AND SEPTEMBER 7, 2018 JURISDICTIONAL FEATURES HAVE BEEN FIELD VERIFIED BY THE USACE. PROPERTY BOUNDARY EXTENT CALCULATED IN GIS AND MAY NOT REFLECT COUNTY TAX PARCEL INFORMATION. SCALE: DATE: 1 inch = 700 feet 7/29/2019 CWS PROJECT NO: DRAWN BY: 2019-0185 JKM COORDINATES: CHECKED BY: CAROLINA 35.331093, -80.879556 CAG WETLAND SERVICES. f �Ja Legend ' E_ 1 Project Limits (120.2 ac.) FIGURE NO. Perennial Stream 1 --- Intermittent Stream 73� 7 Pond Isolated Pond Charlotte, NC Wetlands Roads J Tax Parcels 700 350 0 700 Feet Jurisdictional Boundaries FIGURE NO. Overview Miranda Village 7 Mecklenburg County Charlotte, NC G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0185 Miranda Village\JDWrcGIS\Figure7_JD.mxd Wetland Waters of the US Wetland AA: 0.03 acre fza�G�J\evJ y �f. >o • D'P2 Wetland Waters of the US Wetland BB: 0.14 acre • DP1 o • DP10 • DR10 Jurisdictional Pond A: 0.84 acre Wetland Waters of the US Wetland CC: 0.11 acre Legend Project Limits (120.2 ac.) Perennial Stream ^moo ® Wetlands Pond Isolated Pond Roads Tax Parcels J9 •D ODP Data Point *► Photo Location and Direction r Wetland Waters of the US Wetland DD: 0.02 acre P5 Figure 7b LIE Wetland Waters of the US II Wetland HH: 0.08 acre Isolated, Non -404 Water of the State Pond B: 0.75 acre REFERENCE: BACKGROUND GIS LAYER(S) PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2017. :F NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED IN THE FIELD), CLASSIFIED, AND MAPPED USING A SUB -FOOT CAPABLE GPS UNIT BY CWS, INC., ON JUNE 7, 8, AND 13, 2018; AUGUST 27, 2018; AND SEPTEMBER 7, 350 175 0 350 Feet 2018 JURISDICTIONAL FEATURES HAVE BEEN VERIFIED BY THE USACE. PROPERTY BOUNDARY EXTENT CALCULATED IN GIS AND MAY NOT REFLECT COUNTY TAX PARCEL INFORMATION. SCALE: DATE: FIGURE NO. 1 inch = 350 feet 7/29/2019 Jurisdictional Boundaries North CWS PROJECT NO: DRAWN BY: 2019-0185 JKM Miranda Village 7a COORDINATES: CHECKED BY: CAROLINA Mecklenburg County 35.331093, -80.879556 CAG WETLAN❑ 5ERVICEs Charlotte, NC G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0185 Miranda Village\JD\ArcGIS\Figure7_JDNorth.mxd Non -wetland Waters of the US Matches.Figure 7a Intermittent Stream B: 101 If (on-site flow) J 1 ►V •D P80 I DP Wetland Waters of the US Wetland GG: 1.8 acres Wetland Waters of the US Wetland FF: 0.36 acre REFERENCE: BACKGROUND GIS LAYER(S) PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2017. NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED IN THE FIELD), CLASSIFIED, AND MAPPED USING A SUB -FOOT CAPABLE GPS UNIT BY CWS, INC., ON JUNE 7, 8, AND 13, 2018; AUGUST 27, 2018; AND SEPTEMBER 7 2018 JURISDICTIONAL FEATURES HAVE BEEN VERIFIED BY THE USACE. PROPERTY BOUNDARY EXTENT CALCULATED IN GIS AND MAY NOT REFLECT COUNTY TAX PARCEL INFORMATION. N Non -wetland Waters of the US McIntyre Creek (Stream A): 2,064 If (right bank flagged) Wetland Waters of the US Wetland EE: 0.02 acre Legend Project Limits (120.2 ac.) Perennial Stream - - - - Intermittent Stream ® Wetlands CTax Parcels Roads .SCP Stream Classification Point ODP Data Point N Photo Location and Direction Indicates Flow 350 175 0 350 Feet SCALE: DATE: FIGURE NO. 1 inch = 350 feet 7/29/2019 Jurisdictional Boundaries South CWS PROJECT NO: DRAWN BY: 2019-0185 JKM Miranda Village 7b COORDINATES: CHECKED BY: CAROLINA Mecklenburg County 35.331093, -80.879556 CAG WETLAND 5ERVIccs Charlotte, NC G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0185 Miranda Village\JD\ArcGIS\Figure7_JDSouth.mxd Miranda Village Attachments ATTACHMENT E: Additional Sheets to PCN August 23, 2019 CWS Project No. 2019-0185 Additional Supplemental Information Miranda Village Pre -Construction Notification Pursuant to Nationwide Permit No. 18 and 29 133e. Describe the overall project in detail, including the type of equipment to be used. The Miranda Village project involves the construction of a single family residential subdivision, along with associated access roads, utilities, and stormwater facilities. Proposed activities in waters of the U.S. will be permitted under both NWP 29 and NWP 18. Impacts to be permitted under NWP 29 will total 0.052 ac. of fill to jurisdictional wetlands resulting from the grading for a proposed single family residence (W1). Impacts to be permitted under NWP 18 will total 0.0283 ac. (W2 -W4). Impact W2, 0.0089 ac., will result from fill to support the installation of a riser structure that will moderate the water level of jurisdictional Pond A. Impacts W3, 0.0125 ac., and W4, 0.0069 ac., will result from grading due to the construction of proposed stormwater BMPs. No stormwater will be treated within waters of the US. A further 0.75 ac. of open water impacts will result from the filling of non -404 jurisdictional, isolated Pond B (01). Equipment to be used includes a track hoe, dump truck, pumps, various hand tools, possibly a crane to move construction material such as reinforced bars of steel, and concrete buckets to place concrete. Typical heavy equipment will be used in the grading operations (bulldozers, excavators, dump trucks, graders, etc.). D1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. To avoid and minimize impacts to waters of the U.S., the project limits were delineated for streams and wetlands prior to site design, and impacts to on-site jurisdictional waters have been minimized to the maximum extent practicable. Rejected Alternative 1 The first site design proposed to entirely fill Wetlands BB, CC, DD, and HH. This would have resulted in 0.35 acre of impact to jurisdictional wetlands. These impacts would have triggered compensatory mitigation as they were well over the 0.1 acre threshold for NWP 18 and 29. Due to the unacceptable wetland impacts and potential time and financial constraints resulting from pursuing mitigation options, this alternative was rejected from consideration, and the site was re -designed (Attachment F, Sheet 6) . Preferred Alternative: Proposed impacts to jurisdictional waters as a result of the site re -design are minimal (0.0803 acre) and fall below the nationwide permit mitigation threshold of 0.1 acre of impact (Attachment F, Sheets 2-5). Proposed activities in waters of the U.S. will be permitted under both NWP 29 and NWP 18. Impacts to be permitted under NWP 29 will total 0.052 ac. of fill to jurisdictional wetlands resulting from the grading for a proposed single family residence (W1). Impacts to be permitted under NWP 18 will total 0.0283 ac. (W2 -W4). Impact W2, 0.0089 ac., will result from fill to support the installation of a riser structure that will moderate the water level of jurisdictional Pond A. Impacts W3, 0.0125 ac., and W4, 0.0069 ac., will result from grading due to the construction of proposed stormwater BMPs. No stormwater will be treated within waters of the US. Impacts to Wetland BB were eliminated, and impacts to Wetlands CC and DD were reduced. Due to the area required for the proposed access road and lots, impacts to Wetland HH could not be reduced. No impacts to streams are proposed. Impacts to non -404, isolated Pond B total 0.75 acres of fill due to construction of single family residences (01). The impact is notifying to NCDEQ under IWGP 100000, however Pond B is an open water resource. These resources are typically considered low value, and impacts to Pond B will have little effect on overall water quality within the McIntyre Creek and Catawba River watersheds (Impact Sheets 2 and 4). A "No Build" alternative was considered. Since the purpose of the project is to construct a single family subdivision, a "No Build" option would not meet any of the project goals. D1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Erosion and sedimentation control measures will be properly installed and inspected in accordance with the latest NPDES permit. Erosion and sedimentation BMPs will be installed prior to construction. Impacts will be minimized by strict enforcement of Best Management Practices for the protection of surface waters, restrictions against the staging of equipment in or adjacent to waters of the US. This project will follow all conditions of NWP 18 and 29 and WGC 4139. 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CONDITIONS.DWG .�I It-7ri1 1�1 Sheet 3: Impacts W1 and W2 I i PERENNIAL STREAM l 5#4 \ \ ( 200 IMPACT TO WETLAN D AA / I / i �' // / — — I I \ \ \\ �� AREA: 0.0089 ACRES Frr, W2NWP18 roo�FIF/os\ \ P` -� I /\ 1 \ \ \ I I > /` J / I V\ \ \ \ � � ► I I � I I ( \ / / � / / / I� J \ \ �Oc� 2�� /\ J I I II j ► / I / \ / —'\ �o `� \ \, \ / I / /'` \ �F°pL y / I ,/ � I I I I� J \ ,', I I / I/ / �,! �•sJ I 11 I I � I r� � // I I I I \ � \ \ / �F / WETLAND BB) J� R /S\cTioN� yo/ \ III \ \ \ \ , OND 0.9\6 A C 0.41 AC)BMP 2 17,642 ,642 sf — 0.25 AC I I / /pJ` \ l / / \ / — 11,000 Sf / / \_ I I / I I I $� / / \ \ \ \ / I / / / / /� 10.22 AC / / ( / \ / �/ I l 1 9,654 sf / // j ��'� _ I /� Jl lI l I r4 // l l W' NWP I I / I // /' - -/'�� 29 �� II I I / / / / / / �. / — — — — — — 8,461 sf 80 "\ \ \ \ 0.25 AC I\ \ \ 11,052 Sf ^ (� ' l ( / / 0. \14,255 sf / / / / / /' CD 6,84 f / i i' / . / l \ \ \\✓ 1 / ( (I \ 1 I IMPACT TO WETLAND HH �\ \ \ �� / I I / — AREA: 0.052 ACRES I 1 / /II / ( I 00, 60.14 AC,180 sf / ( \/ 07,044 sf / \ _ \ \ \ I I I I \ J /' / ' \ 2J�tS/ / // /// I � I / ' 0. ID / A� \/ 6,956s �� / \ / / I \ \ I 0.17 AC / I I I I \ \ J \ \ I 7,455 Sf 7s) 0.14 AC � 6,180 sf I O / I 0.19 AC P 0.14 AC / / / I I 8,124 sf \ \ \ I \ 6,005 sf , / // / i I I I I I \ \A I 0.14 AC _ \ 77 I I \ I 1 \\ / I 6,188 sf 0.14 AC 6,000 Sf \ O 0.14 AC \— /Y / I \ \ �•�i / \ \ 1 I / /\ �� f \ y 6,182 sf loop � // \ \ 0.19AC1 0.15 AC I/ % \ O 8,176 sf 6,514 sf, I \ � \ / i 0.14 AC / / — / I / , �\ \� I I I\ / \ / ^ ✓ I ` \ / l I \ \ / I / / \ / / / � / / \ 6,192 sf SZLE: 1"=40' AC 0.14 / ` I 1 \ / � � — � I � 0.14 AC / \ — / / /\ I \ , / 0 20' 40' 60' 100' \ 6,016 sf / \ / / / Ag/ \ / / MIRANDA VILLAGE • CHARLOTTE, NC • IMPACT DETAIL 1 PN1018216 1 06.06.2019 1 MAGNOLIA LAND DEVELOPMENT, LLC 6/6/2019 2:42 PM QHUTCHINS N:\ 2018\1018216\CAD\EXHIBITS\WETLANDS IMPACT PACKAGE\18216 PLN -PROP. CONDITIONS.DWG t-7ri1 I i II 1 'moo / Y / \ ( -\ /' / / / \ \ \ \ \ 6,000 sf \ \ 134 0.14 AC 6,000 sf 115_ -� / // /I 136 0.15 \ / \ 0.14 AC 0.14 AC 6,000 sf 1 1 133 �� \ \ \ \ 6,000 sfT• 10.14AC 16,OOosf / 116 \ / 137 I \ \ \ / / 6' \ -' \ --- .14 AC 0.14 AC - 0.14 AC 0 \ 6,000 sf \ \ \ \ \ \ \ ----- �� \� \ _/ _ �---6,000sf / 6,000sf I /� / \ / / \\ 014 Ac 6,000 sf 117 \ /"\ /�/ 138 1 I \ \) 14 AC \ -0.14/Au\ 0.14 At, \ I / > 6,000 sf \ \ \ / �---�-^� 6,000sf / 6,000sf0 14 AC 6,000 sf - - �� \ �\ �\\ --- \\\ \ 118 ✓ / 1391 \ ` / \ \ \ I\ / � EA O-10.0 16s / 0.14 AC 0.14 AC / \ \ 0.25 AC \ 6,000 sf \ / I I \ 16,000 sf 0.24 AC 10,977 sf \ / \ / \ 6,000 sf � / / .10,572 sf 0.14 PID: 03708102 \ \ \ \ \ \ \ \ \\ \ \ - - - \ / / / / \ 6,000 sf NOW OR FORMERLY- / MECKLENBURG COUNTY DB 29632/852 \ , MB 57/13 \ \ \ \ - \ - \ \ \ \ \ \ �� / / / \ \ / / \\ 0.14 AC 0.14 AC 0.14 AC \ / 6,000 sf 6,000 sf 6,000 sf \ / 0.14 AC 0.15 AC \ \ \ - / \ / / \ 6,000 sf 6,689 sf / 0.23 AC _ / / / / / \ /\ \ \ 120 \ / 141 \ \ / \/ / \ 1 10,087 sf / / / \ \ \ / / \ - \ \ 0.14 AC / 0.14 AC 0.14 AC / \ '$ \� �\ 6,000 sf /\ / 6,000 sf / I �/ \ - \ \ 12s \ \ j I� \ \ \ 6,000 � \ ) 0.14 AC 0.14 AC f j I / / \ / I \ , 6,000 sf IMPACT TO WETLAND CC \ ,/- / I 6,000sf / \ �� \ 121 / / // \ �_ 142+ / / \ \\ \ 9 \ / n \ / \ s \ O \ `, 0.14 - _ \ AREA: 0.0125 ACRES / / 1 \ I / \ / 0.14 AC \ 0.14AC / / \ \ \ \ 6 00 / \ / 6,000 sf \ I \ 6,000 sf / \ \/ 127 \ \ \ \ \ \ - \ \ \ \ / +\ \ // \ 0.14 AC sf 6,000 sf \ \ \ \ \ 1 ✓ / + / / \ \ \\ \ \ \ \ \ 0.14 AC \ \� 0.15 AC W3, N sf / \ \ \ X 61480 sf ' 126 \ �' I \ \\ //163 0.14 AC \/ /1 \ \ \ - 0.14 AC \ \ \ \ + 6,000 0.15 AC 6,394 sf / 0.15 AC \ 0.14 AC 6,480 sf \ � I C � �- 125 0.14 ACI \ \\ \ 6,000 sf / 6,000 sf i� li \\/ \ \ ` \\ \ \�\ \\ � /'/" 1 •� � kr�, �� \ / 0.14 AC s2 / \ \ \ \\ \ \ �.o h 1 �\ \ \ \ \ I I I \ / / \ \ 6,000 sf 4AC 00 f 6,394 sf I / \ % -g 0.19 At, / 0.14 AC \ � \ / \� - / \ \ \ \ \ \ \ \\ \ � I148 6,000 sf - 180 \ \ \ l \ \ \ \ \ \ I / C I / 0.14 AC / v \ l \ \" _ _ ` - 0.15 AC 'lop\ \ 0.14 AC - 6,394 sf f \ \ O \ \ \ 6,000 sf � \ / 6,00\Sf � \ \ I \ \ \ - - \ � � 1 I \ 0.14 AC ( I _\ C ( 149 / ` \ \ / 0.14 AC \ // \ \_ -�` \ - / �O 0.14 AC / / + 147 6,097 - /6,000 sf \ \ / / 0.21 AC / \ 9,093 sf / \ 15 AC --_-_ / - -- - / \ \ 6,377 sf. 014 AC - - - - - _ � � �- - � l / y / 150 6,093 sf \ \ \ \� / / / ` ` / 159 \ %\ �l / \ \ / 0.1 \ v 0.14 AC - - - - - - �- �; / / 0.23 AC \ \ 0.14 AC I / \ / \ 6,5 6,000 sf \- 174 I --_ ---- \�__ 1 / \ 6,000sf �/ \ / /� / 10,092 sf \ 0.14 AC \ - / / / \ 300 \ 6,000 sf - � - / - \ � ` � / / �� 0.20 AC 0.14 AC 172 �� \ \ / / / 8,692 sf / 6,000 sf - / \ / / 0.15 AC 0.14 AC \\ \ J/ / O \ / / \ \ 6,180 sf / 171 `\ / /\ 170 \ X ( / / / / / / / _ / 0.14 AC / 6,473 sf \ 0.14 AC 0.17 AC 6,000 sf 6,180 sf 7,498 sf ` \� �`�a• \ \ _ - \ _ - ' - - , / / 1 / / FILL TO ISOLATED, NON -404 \ 0.15 AC 249OQ �� // \ 1376 sf \0.16Ac) --,� / / / / / % / POND B \ � \ \ / AREA: 0.75 ACRES \ \ 158 �i \ � ` I \\ 0.z1 AC 157 \ / 0.18 AC \ z98 _ 0.21 AC \ - OA / 9,241 sf � i 0.14 AC / \ 7,840 sf 6,000 sf 0.14 AC \ / / \ \ 0.16 AL; / / ` i i� J� x / d� 155 -- F--- -/ 6,000 sf / \\6,806 sf0.14 / \ AC / 0.15 AC l/i \- l ---� �� i----- / I / 0,000 sf �� / \ \ 0.14 AC 247 6,006 sf'- \ 0.14 AC 6,003 sf _ i \ - \ I / \ \ 2510.14 AC / / ` _ 1 \ \ I I ` / / / i 153 j \--- O \\\ \\ \ / / /` /� 6,000sf / 245 ,� / �� /�,��\ -� ) \\ \ O I S� I / \ 0.17 AC \\ \ / / / ` / / / 0.14 AC / I - �� I / / 0.20 AC 7,234 sf 244 / i \ 8,66 6,000 sf / 1 / i \ \ / 0.17 AC +gig - - -0.14 AC 243 / / \ \ \ \ - \ \ I \ / \ 7,352 sf 6,000 sf / \ \ / 0.14 AC6,000 sf 0.14 AC�6,180 sf 241 x V 0.18 AC v \ \ /I � i / /� �/ / / V 0.14 AC � \/ / / \ � �/ 0.14 AC A - 7,662 sf \ / \ \ ` I / / \/ / 6,180 sf 240 / 5,986 sf \ _ �1 0.15AC \ \ �- \ / / / \ \ 6,634 sf \ \ I \ \ \/ \ \ \ \ \ / \ \ � / // O \ SCALE: 1 "=40' J- // 0.16 AC \ 255 / - \ 0.15 AC I- / / n 6,848 sf .�b/ \ / / \ ` - / / i I \ 6,634 sf \ 270 �\ \ / / / \ \ \ \ 0.14 AC / J / / \ 0.14 AC / / / \ 0.14 AC\ \ \ \ \ \6,000 sf / / / 6,000 sf / / 256 / i - r i \ - / III ` �\ \ \ 6,000 sf \ / _ _ 0 -20= -40' _ 60' 100' 0.14A 6 000 C / / i 257 / / / - I \ \ i J \ / / 0.14 AC 268 / \ \ `\ ` MIRANDA VILLAGE m CHARLOTTE, NC m IMPACT DETAIL 2 PN1018216 1 06.06.2019 1 MAGNOLIA LAND DEVELOPMENT, LLC 6/6/2019 2:42 PM QHUTCHINS N:\ 2018\1018216\CAD\EXHIBITS\WETLANDS IMPACT PACKAGE\18216 PLN -PROP. CONDITIONS.DWG .�I t-7ri 1 / 6,000 sf - - �� \ �\ �\\ --- \\\ \ 118 ✓ / 1391 \ ` / \ \ \ I\ / � EA O-10.0 16s / 0.14 AC 0.14 AC / \ \ 0.25 AC \ 6,000 sf \ / I I \ 16,000 sf 0.24 AC 10,977 sf \ / \ / \ 6,000 sf � / / .10,572 sf 0.14 PID: 03708102 \ \ \ \ \ \ \ \ \\ \ \ - - - \ / / / / \ 6,000 sf NOW OR FORMERLY- / MECKLENBURG COUNTY DB 29632/852 \ , MB 57/13 \ \ \ \ - \ - \ \ \ \ \ \ �� / / / \ \ / / \\ 0.14 AC 0.14 AC 0.14 AC \ / 6,000 sf 6,000 sf 6,000 sf \ / 0.14 AC 0.15 AC \ \ \ - / \ / / \ 6,000 sf 6,689 sf / 0.23 AC _ / / / / / \ /\ \ \ 120 \ / 141 \ \ / \/ / \ 1 10,087 sf / / / \ \ \ / / \ - \ \ 0.14 AC / 0.14 AC 0.14 AC / \ '$ \� �\ 6,000 sf /\ / 6,000 sf / I �/ \ - \ \ 12s \ \ j I� \ \ \ 6,000 � \ ) 0.14 AC 0.14 AC f j I / / \ / I \ , 6,000 sf IMPACT TO WETLAND CC \ ,/- / I 6,000sf / \ �� \ 121 / / // \ �_ 142+ / / \ \\ \ 9 \ / n \ / \ s \ O \ `, 0.14 - _ \ AREA: 0.0125 ACRES / / 1 \ I / \ / 0.14 AC \ 0.14AC / / \ \ \ \ 6 00 / \ / 6,000 sf \ I \ 6,000 sf / \ \/ 127 \ \ \ \ \ \ - \ \ \ \ / +\ \ // \ 0.14 AC sf 6,000 sf \ \ \ \ \ 1 ✓ / + / / \ \ \\ \ \ \ \ \ 0.14 AC \ \� 0.15 AC W3, N sf / \ \ \ X 61480 sf ' 126 \ �' I \ \\ //163 0.14 AC \/ /1 \ \ \ - 0.14 AC \ \ \ \ + 6,000 0.15 AC 6,394 sf / 0.15 AC \ 0.14 AC 6,480 sf \ � I C � �- 125 0.14 ACI \ \\ \ 6,000 sf / 6,000 sf i� li \\/ \ \ ` \\ \ \�\ \\ � /'/" 1 •� � kr�, �� \ / 0.14 AC s2 / \ \ \ \\ \ \ �.o h 1 �\ \ \ \ \ I I I \ / / \ \ 6,000 sf 4AC 00 f 6,394 sf I / \ % -g 0.19 At, / 0.14 AC \ � \ / \� - / \ \ \ \ \ \ \ \\ \ � I148 6,000 sf - 180 \ \ \ l \ \ \ \ \ \ I / C I / 0.14 AC / v \ l \ \" _ _ ` - 0.15 AC 'lop\ \ 0.14 AC - 6,394 sf f \ \ O \ \ \ 6,000 sf � \ / 6,00\Sf � \ \ I \ \ \ - - \ � � 1 I \ 0.14 AC ( I _\ C ( 149 / ` \ \ / 0.14 AC \ // \ \_ -�` \ - / �O 0.14 AC / / + 147 6,097 - /6,000 sf \ \ / / 0.21 AC / \ 9,093 sf / \ 15 AC --_-_ / - -- - / \ \ 6,377 sf. 014 AC - - - - - _ � � �- - � l / y / 150 6,093 sf \ \ \ \� / / / ` ` / 159 \ %\ �l / \ \ / 0.1 \ v 0.14 AC - - - - - - �- �; / / 0.23 AC \ \ 0.14 AC I / \ / \ 6,5 6,000 sf \- 174 I --_ ---- \�__ 1 / \ 6,000sf �/ \ / /� / 10,092 sf \ 0.14 AC \ - / / / \ 300 \ 6,000 sf - � - / - \ � ` � / / �� 0.20 AC 0.14 AC 172 �� \ \ / / / 8,692 sf / 6,000 sf - / \ / / 0.15 AC 0.14 AC \\ \ J/ / O \ / / \ \ 6,180 sf / 171 `\ / /\ 170 \ X ( / / / / / / / _ / 0.14 AC / 6,473 sf \ 0.14 AC 0.17 AC 6,000 sf 6,180 sf 7,498 sf ` \� �`�a• \ \ _ - \ _ - ' - - , / / 1 / / FILL TO ISOLATED, NON -404 \ 0.15 AC 249OQ �� // \ 1376 sf \0.16Ac) --,� / / / / / % / POND B \ � \ \ / AREA: 0.75 ACRES \ \ 158 �i \ � ` I \\ 0.z1 AC 157 \ / 0.18 AC \ z98 _ 0.21 AC \ - OA / 9,241 sf � i 0.14 AC / \ 7,840 sf 6,000 sf 0.14 AC \ / / \ \ 0.16 AL; / / ` i i� J� x / d� 155 -- F--- -/ 6,000 sf / \\6,806 sf0.14 / \ AC / 0.15 AC l/i \- l ---� �� i----- / I / 0,000 sf �� / \ \ 0.14 AC 247 6,006 sf'- \ 0.14 AC 6,003 sf _ i \ - \ I / \ \ 2510.14 AC / / ` _ 1 \ \ I I ` / / / i 153 j \--- O \\\ \\ \ / / /` /� 6,000sf / 245 ,� / �� /�,��\ -� ) \\ \ O I S� I / \ 0.17 AC \\ \ / / / ` / / / 0.14 AC / I - �� I / / 0.20 AC 7,234 sf 244 / i \ 8,66 6,000 sf / 1 / i \ \ / 0.17 AC +gig - - -0.14 AC 243 / / \ \ \ \ - \ \ I \ / \ 7,352 sf 6,000 sf / \ \ / 0.14 AC6,000 sf 0.14 AC�6,180 sf 241 x V 0.18 AC v \ \ /I � i / /� �/ / / V 0.14 AC � \/ / / \ � �/ 0.14 AC A - 7,662 sf \ / \ \ ` I / / \/ / 6,180 sf 240 / 5,986 sf \ _ �1 0.15AC \ \ �- \ / / / \ \ 6,634 sf \ \ I \ \ \/ \ \ \ \ \ / \ \ � / // O \ SCALE: 1 "=40' J- // 0.16 AC \ 255 / - \ 0.15 AC I- / / n 6,848 sf .�b/ \ / / \ ` - / / i I \ 6,634 sf \ 270 �\ \ / / / \ \ \ \ 0.14 AC / J / / \ 0.14 AC / / / \ 0.14 AC\ \ \ \ \ \6,000 sf / / / 6,000 sf / / 256 / i - r i \ - / III ` �\ \ \ 6,000 sf \ / _ _ 0 -20= -40' _ 60' 100' 0.14A 6 000 C / / i 257 / / / - I \ \ i J \ / / 0.14 AC 268 / \ \ `\ ` MIRANDA VILLAGE m CHARLOTTE, NC m IMPACT DETAIL 2 PN1018216 1 06.06.2019 1 MAGNOLIA LAND DEVELOPMENT, LLC 6/6/2019 2:42 PM QHUTCHINS N:\ 2018\1018216\CAD\EXHIBITS\WETLANDS IMPACT PACKAGE\18216 PLN -PROP. CONDITIONS.DWG .�I t-7ri 1 / i Z X x z z PID: 03708102 OW OR FORMERLY- MECHLENBURG COUNTY — — — — — — / ✓ \ I I / J / / DB 29632/852 \ \ \ \ \ \ — � / \ /\ ✓ / / I �'�—\--^�///IIJ \ _ ---�/ / / � / �� MB 57/13 p pl J -\—j O IMPACT TO WETLAND DD AREA: 0.0069 ACRES \ ► ' / IMPACT TO WETLAND CC 18 AREA: 0.0125 ACRES // / / 183 0.17 AC \--- (182 7,284 sf 0.14 AC / 6,000 sf L 0.14 AC 6,000 sf 0 180 6,000 sf 184 \ \ \ �� C' c�` _ \�� \ \ J I \ I � � 9-p gyp / •� \ � \ / 179 \_\_, \\ \ — — - --- \ > \ \ \`i / �xs� )�� I "�) J15 AC __—_ 0.14 AC\ \_/ —` _ _/ / / \ I1�/ I I =/� —1 / •�/( \ 1 j / \ 0.\ \ /\ /�_ \ \ 1 1 I'A / 6,481 sf / �` 6,000 sf l / / — \ \ \ \ \\ _ r I\ — \ - \ 0.24 AC 0.14 AC / / / \ / \ \ \ \ \ / /� �•fj \ 10,242 sf \ / 6,097 sf -�-p/ — 1—\ \ / / \ \ a \�C\ \\ II I // _ � •`� 185\ l �✓ 2! /� / / 1 / \\ / ^\ / _ 0.15 ACJ / I 176-- --- -- / 0.15 AC � \ \ \ r' / --. \ ( � - � � � � / � / I 197 � � ' 6,377 sf 1/ � 0.14 AC . � / --/ — — — - - �. 6,480 sf \ I \ \ i \ \ -- — —�� / / / 10.17OAC\ \\ I ( \ \ \ \ /I 6,093 sf /� 175 - -��—�I I \ �\ / \ / I l J 0.14 AC `— \ \57"\ I / \\ / , / 7,324 sf \ \ I I \ _ �� \/ 6,000 sf i 174 �J \� / / // / 1\✓ J %xl ` i — \ \ O �` / \ / \ _/ �� I / -6,000 / I / I _ \ \ \ _/ 0.14 AC / \/� / I Q \ \ / / �� / / / / i \ \ ^ I\ \ 186 \\ \ \ 5,957 sf 0.14AC // / ✓/ / \ / \—__ —J� / / 198 I \ O l\ \\ \ / / �� /// i 180 sf � 0.16 AC 194 _ u?o \7,088sf, 6000 S � / / -� \ — / \V \ / .s. \ 249 , ----�/ \/ \/ I \ \ \0.16AC> \—_ / 0.14 AC ` \ \ \ \/ / / 1 I \ 7029sf / \ 6,180 sf —A / —�/ /' \/ \ / I \ \ I %\ \ \ 0.17 AC x,534 sf 6,000 sf \ / / 6,000 t I \ \ — / zoo /� \ \ \ \ \ 0.16 AC 6,806 sf I 248 \ I 0 07,980 C / / / / \ \ \ \ I / 0.15 AC / / / I \ sf I I MIRANDA VILLAGE m CHARLOTTE, NC m IMPACT DETAIL 3 PN1018216 1 06.06.2019 1 MAGNOLIA LAND DEVELOPMENT, LLC 6/6/2019 2:42 PM QHUTCHINS N:\ 2018\1018216\CAD\EXHIBITS\WETLANDS IMPACT PACKAGE\18216 PLN -PROP. CONDITIONS.DWG .�I t-7ri1 Sheet 6: Rejected Alternative OG Go M�Po 'PERIMETER BUFFER --�, Wetland BB \O8 -- -- - :, �'I ill 7\0�====E_ _?' ;' "� a'' -,' -�\'` `':;b= Q�' LL TOWER -� \ Filled j�� \®\O %� X \ II ql 91\��♦�\`� -4 4, BMP' -;_ BUFFER /2 \ 276 27 299 r I ;I I a 2�5 mss%'=�-', ;- - O ---- �f __ I„� cam, BMP \ I \ / , , ♦ I , I u l /r•�-'%, ``fir\ 278 - --''%�` -- _ --- / / I \ 1. 279 _l' ` = =�-- �r - --_ � ` ` --� I I O ' / " , 301, l : •; P I \ ( ��/ - -273 - ' /'.,�,h, _-- - ; ;",,- I \ h Ti'E ., rt . .a�,. �!_- _ '. \ _ (\•{r-�.. �C it , I i,l \ / - r 2 , , , , 11pi II 302 `C , � / , __. , , /: / I ✓ I Y i° , , �• ' ' i'' .1` II 1�y I I• ' a ,/\ , / � �1y � �V - I r� , i'I I 'ri / , , � I r � \' \�.�` ��, ,, /I/ \, EXISTING `\ I' / i ' \ "� ,C, \`� ``t,\ ` ; _$ • Q �%0 � / - '_ /- `\\\`.\:-^\; POND \ �`, � 306 , ♦ \ ��'�8 : r. • . � x ; � I _ � , f I p\\I ; ;,i `r,/..` l\: ♦ \`, 307 \, \ ." �v I /:` Q/ \. -" ; �x�) ,`��, "`` `, �; c , \ I I i r %y. � �rt- lr' , AUTO SHOP AND X '„ CELL TOWER PARCEL 7.18 AC „ I- _ ' 1 - a' W 7 �'�=� _y ;✓� � 2 \r.' , ♦ - ' I r l r , 1 2.� , IAV ,`_ '�' I 1 \ v , � I ��\ /�' 5`.1 5 -/ ; � � ' - � ��, ♦ ..'-- - ---- - � ' I A -- II i 1 ' _ x -� � `'� � ; r _ ; ; p ' ; r 1 125 I - I ; , , , -�/ 1' � o ' � \�� ' , ♦ - V I l / 29 ttA ` 97 i I � i / i , ♦ � I �/,IJI ' I I II - �. �J' � i l � � � ( , / 1 , ly'-�,��gt � , �' � ' �' 7 r"�: %'�`�:_ `, � � /' .0 ' ' ♦��1, -_ A�-=>-_�'T- ' 'r ' � C ' Ili'; / �,'�'il � � 15 �/' �� , I - ' � r �' 2� �{�� Miranda Village Attachments ATTACHMENT G: USFWS Concurrence August 23, 2019 CWS Project No. 2019-0185 United States Department of the Interior FISH AND WILDLIFE SERVICE Asheville Field Office 160 Zillicoa Street Asheville, North Carolina 28801 Mr. Michael D. Zavislak Summit Engineering 3575 Centre Circle Fort Mill, South Carolina 29715 Dear Mr. Zavislak: August 1, 2018 Subject: Endangered Species Survey for Kidd Farm, Miranda Road, Charlotte, Mecklenburg County, North Carolina (Summit Project No. 4945.500) We received your letter dated June 22, 2018 (received July 13, 2018), requesting our comments on the subject project. The following comments are provided in accordance with the provisions of the National Environmental Policy Act (42 U.S.C.§4321 et seq.) and section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act). Stream and Wetland Buffers - Because there are several streams (including McIntyre Creek) and wetlands (particularly adjacent to McIntyre Creek)in the project area, we are concerned about potential impacts to aquatic habitats. One of the most important ways to protect streams and wetlands is to maintain an intact buffer along/around the waterway. Natural, forested riparian buffers are critical to the health of aquatic ecosystems. They accomplish the following: 1. catch and filter runoff, thereby helping to prevent nonpoint-source pollutants from reaching streams; 2. enhance the in -stream processing of both point- and nonpoint-source pollutants; 3. act as "sponges" by absorbing runoff (which reduces the severity of floods) and by allowing runoff to infiltrate and recharge groundwater levels (which maintains stream flows during dry periods); 4. catch and help prevent excess woody debris from entering the stream and creating logjams; 5. stabilize stream banks and maintain natural channel morphology; 6. provide coarse woody debris for habitat structure and most of the dissolved organic carbon and other nutrients necessary for the aquatic food web; and 7. maintain air and water temperatures around the stream or wetland. Forested riparian buffers (a minimum 50 feet wide along intermittent streams and 100 feet wide along perennial streams [or the full extent of the 100 -year floodplain, whichever is greater]) should be created and/or maintained along all aquatic areas. Impervious surfaces, ditches, pipes, roads, utility lines (sewer, water, gas, transmission, etc.), and other infrastructures that require maintained, cleared rights-of-way and/or compromise the functions and values of the forested buffers should not occur within these riparian areas. Impacts to streams or wetlands will require a permit from the U.S. Army Corps of Engineers. Stream Crossings. Bridges or spanning structures should be used for all permanent roadway crossings of streams and associated wetlands. Structures should span the channel and the floodplain in order to minimize impacts to aquatic resources, allow for the movement of aquatic and terrestrial organisms, and eliminate the need to place fill in streams and floodplains. Bridges should be designed and constructed so that no piers or bents are placed in the stream, approaches and abutments do not constrict the stream channel, and the crossing is perpendicular to the stream. Spanning some or all of the floodplain allows the stream to access its floodplain and dissipate energy during high flows and also provides for terrestrial wildlife passage. When bank stabilization is necessary, we recommend that the use of riprap be minimized and that a riprap-free buffer zone be maintained under the bridge to allow for wildlife movement. If fill in the floodplain is necessary, floodplain culverts should be added through the fill to allow the stream access to the floodplain during high flows. If bridges are not possible and culverts are the only option, we suggest using bottomless culverts. Bottomless culverts preserve the natural stream substrate, create less disturbance during construction and provide a more natural post -construction channel. Culverts should be sufficiently sized to mimic natural stream functions and habitats located at the crossing site; allow for water depth, volume (flow), and velocity levels that will permit aquatic organism passage; and accommodate the movement of debris and bed material during bank -full events. Widening the stream channel must be avoided. In the event that a traditional culvert is the only option, the culvert design should provide for a minimum water depth in the structure during low-flow/dry periods. Sufficient water depth should be maintained in all flow regimes so as to accommodate both the upstream and downstream movement of aquatic species. Water depth inside the culvert must be adequate for fish to be completely immersed and all other aquatic life to move freely. The culvert should be designed and installed at the same slope as the stream grade to maintain an acceptable water velocity for aquatic life passage and for stream substrate characteristics to be retained within the culvert. Where feasible, we recommend the use of multiple barrels, in addition to the low -flow barrel, to accommodate flood flows. Floodplain barrels should be placed on or near stream bank -full or floodplain bench elevation and discharge onto floodplain benches. Where appropriate, install sills on the upstream end of floodplain barrels to restrict or divert the base stream flow to a single barrel. If the culvert is longer than 40 linear feet, alternating or notched baffles should be installed in a manner that mimics the existing stream pattern. This will enhance the passage of aquatic life by: (1) depositing and retaining sediment in the barrel, (2) maintaining channel depth and flow regimes, and (3) providing resting places for fish and other aquatic organisms. Measures to control sediment and erosion should be installed before any ground -disturbing activities occur. Grading and backfilling should be minimized, and existing native vegetation should be retained (if possible) to maintain riparian cover for fish and wildlife. Disturbed areas should be revegetated with native grass and tree species as soon as the project is completed. The proper planning, design, and installation of stream crossings provide year-round passage for aquatic organisms and preserve healthy streams. We recommend the following Web site for additional information regarding stream -crossing activities: http://www.stream fis fed. us/fishxing/pointers.html. Storm -water Management - An increase in development (residential, commercial, and industrial) results in a concomitant increase in impervious surface area and thus a similar relational increase in storm -water runoff. Impervious surfaces (such as roofs, roads, and parking lots) collect pathogens, metals, sediment, and chemical pollutants and quickly transmit them (via storm -water runoff) to receiving waters. According to the Environmental Protection Agency, this nonpoint- source pollution is one of the major threats to water quality in the United States, posing one of the greatest threats to aquatic life, and is linked to chronic and acute illnesses in human populations from exposure through drinking water and contact recreation. Increased storm -water runoff also directly damages aquatic and riparian habitat, causing stream -bank and stream - channel scouring. Best management practices can reduce, but not eliminate, pollutant loadings of common storm - water pollutants. Designs that collect runoff and allow it to infiltrate the soil have the highest documented pollutant -removal efficiency, eliminating nearly all lead, zinc, and solids and more than 50 percent of total phosphorous. Ponds and wetlands, which allow contaminants to settle out of the water column or be broken down by sunlight and biological activity, can remove more than 70 percent of bacteria. Where detention ponds are used, storm -water outlets should drain through a vegetated area prior to reaching any natural stream or wetland area. Detention structures should be designed to allow for the slow discharge of storm water, attenuating the potential adverse effects of storm -water surges; thermal spikes; and sediment, nutrient, and chemical discharges. Also, because the purpose of storm -water -control measures is to protect streams and wetlands, no storm -water -control measures or best management practices should be installed within any stream (perennial or intermittent), wetland or, when practicable, riparian area. In addition to decreasing the quality of storm -water runoff, the increased development can severely increase the quantity of storm water entering project area waterways. Recent studied have shown that areas of 10- to 20 -percent impervious surface (such as roofs, roads, and parking lots) double the amount of storm -water runoff compared to natural cover and decrease deep ' Federal Interagency Stream Restoration Working Group (15 federal agencies of the United States Government). October 1998. Stream Corridor Restoration: Principles, Processes, and Practices. GPO Item No. 0120-A; SuDocs No. A 57.6/2:EN 3/PT.653. ISBN -0-934213-59-3. infiltration (groundwater recharge) by 16 percent. At 35- to 50 -percent impervious surface, runoff triples, and deep infiltration is decreased by 40 percent. Above 75 -percent impervious surface, runoff is 5.5 times higher than natural cover, and deep infiltration is decreased by 80 percent. We recommend the use of low -impact -development techniques2, such as reduced road widths, grassed swales in place of curb and gutter, rain gardens, and wetland retention areas, for retaining and treating storm -water runoff rather than the more traditional measures, such as large retention ponds, etc. Sufficient retention designs should be implemented to allow for the slow discharge of storm water, attenuating the potential adverse effects of storm -water surges; thermal spikes; and sediment, nutrient, and chemical discharges. These designs often cost less to install and significantly reduce environmental impacts from development. The North Carolina Wildlife Resources Commission has developed a "Guidance Memorandum to Address and Mitigate Secondary and Cumulative Impacts to Aquatic and Terrestrial Wildlife Resources and Water Quality" that we support and encourage you to use. It can be accessed via the Internet as follows: http://www.ncwildlife.orglpg07 wildlifespeciescon1pg7c3_impacts.pdf. Floodplains - Executive Order 11988 requires federal agencies (and their designated nonfederal representatives) to consider and protect floodplain functions. Much of the southern portion of the project area (along McIntyre Creek, including the aforementioned wetlands) is within the 100 -year floodplain. Flooding throughout North Carolina highlights the importance of avoiding the long- and short-term impacts associated with the occupancy and modification of floodplains and that we should avoid any direct or indirect support of floodplain development. Therefore, we do not believe the subject project should be built in the 100 -year floodplain or in any way result in the alteration of the 100 -year floodplain. Erosion and Sedimentation Control - Construction activities near streams, rivers, and lakes have the potential to cause water pollution and stream degradation if measures to control site runoff are not properly installed and maintained. In order to effectively reduce erosion and sedimentation impacts, best management practices specific to the extent and type of construction should be designed and installed during land -disturbing activities and should be maintained until the project is complete and appropriate stormwater conveyances and vegetation are reestablished on the site. A complete design manual, which provides extensive details and procedures for developing site-specific plans to control erosion and sediment and is consistent with the requirements of the North Carolina Sedimentation and Pollution Control Act and Administrative Rules, is available at: hqp://portal.ncdenr.org/web/IL/publications. 'We recommend visiting the Environmental Protection Agency's Web site (http://www.gpa.govlowowlnpsllifor additional information and fact sheets regarding the implementation of low -impact -development techniques. For maximum benefits to water quality and bank stabilization, riparian areas should be forested; however, if the areas are maintained in grass, they should not be mowed. We recommend planting disturbed areas with native riparian species. Federally Listed Endangered and Threatened Species - According to our records and a review of the information you provided, no federally listed species or their habitats occur in the project area. Therefore, we believe the requirements under section 7 of the Act are fulfilled. However, obligations under section 7 of the Act must be reconsidered if: (1) new information reveals impacts of this identified action that may affect listed species or critical habitat in a manner not previously considered, (2) this action is subsequently modified in a manner that was not considered in this review, or (3) a new species is listed or critical habitat is determined that may be affected by the identified action. If you have any questions regarding this matter, please contact Mr. Allen Ratzlaff of our staff at 828/258-3939, Ext. 229. Please reference our log number 4-2-18-367 in any correspondence pertaining to this project. E -Copy: Olivia Munzer, North Carolina Wildlife Resources Commission, olivia.munzer(ai)ncwildlife.org Miranda Village Attachments ATTACHMENT H: SHPO Response August 23, 2019 CWS Project No. 2019-0185 North Carolina Department of Natural and Cultural Resources State Historic Preservation Office Ramona M. Banos, Administrator Governor Roy Cooper Secretary Susi H. Hamilton August 10, 2018 Michael D. Zavislak SUMMIT 3575 Centre Circle Fort Mill, SC 29715 Office of Archives and History Deputy Secretary Kevin Cherry Re: Develop the Kidd Farm, Miranda Road, Charlotte, Mecklenburg County, ER 18-1619 Dear Mr. Zavislak: Thank you for your submission of June 22, 2018, concerning the above referenced project. We have reviewed the information provided and offer the following comments. While no sites have been previously recorded for the project area, the project area has never been systematically surveyed to determine the presence or significance of archaeological resources. Based on the soils and topographic setting of the project area, we expect this area could contain intact, significant archaeological sites. Prior to the initiation of any ground disturbing activities within the project area, we recommend that a comprehensive archaeological survey be conducted by an experienced archaeologist. The purpose of this survey will be to identify and evaluate the significance of archaeological sites that may be damaged or destroyed by the proposed project. Potential effects on unknown resources must be assessed prior to the initiation of construction activities. Please note that our office now requests consultation with the Office of State Archaeology Review Archaeologist to discuss appropriate field methodologies prior to the archaeological field investigation. One paper copy and one digital copy (PDF) of all resulting archaeological reports, as well as one paper copy and one digital copy (MS Word) of the North Carolina site form for each site recorded, should be forwarded to the Office of State Archaeology through this office for review and comment as soon as they are available and in advance of any construction or ground disturbance activities. A list of archaeological consultants who have conducted or expressed an interest in contract work in North Carolina is available at w-,vw.archacoloa%ncdcr.gov/ncarch%resource/consultants.htm. The archaeologists listed, or any other experienced archaeologist, may be contacted to conduct the recommended survey. We have determined that the project as proposed will not have an effect on any historic structures. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Location: 109 Fast Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4017 Telephone/Fax: (919) 807-6570/807-6599 Thank you for your cooperation and consideration. If you have questions concerning the above comment, contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or environmental.review0a ncdcr.gov. In all future communication concerning this project, please cite the above referenced tracking number. Sincerely, 6fvRamona M. Bartos Miranda Village Attachments ATTACHMENT I: Photopage August 23, 2019 CWS Project No. 2019-0185 7 ZZs ' _•�^ A� _ Via;:: �'�'•r. .- j\—��r •^`- - Al t • f� Photograph 1. View of Wetland AA, facing south (DPl). o i l LM -03s, �+ + • .r.� t ,� � `�� .ti�� r -syr' Ir �]�•�, ...,"�r,� �---��+�'r,' TIM Ok 0 Miranda Village April 18, 2019 Jurisdictional Delineation CWS Project No. 2019-0185 Photograph 3. View of Pond A and Wetland HH, facing northwest. Photograph 4. View of Pond B, facing east. Photopage 2 of 10 vt I wlr� :s - Rp. �,- - �pf ��_ � 5��,'•� fir- •� �� x''_'Y � r . ` 40d*4 -OW :-i ��' ��p -� '�� .`-°]��. _ � � �X.^�.. ��. •ram ~ _� .. - . * 7*1j'-_. .. �. -1-.� -. • r� ;1, fir 1 � _ • • _ ' ` - iii �± �;� 8; __ r � � - + � ��• 4 •r • ".1� �`��; ice'_ •'�1 �- ��': .� � - • : - t , it � �_ .� � .�-� � � .. •, R11 a•,�"y l -. - .-. .fir - 41• PL n �' Y � Y�r- tir^ � y • r #�= Imo. - �•r �:� 4 - rAlyr-' YT Photograph 9. View of Wetland GG, facing north (DP8). �Kp- i .y .� -• �-- :' :.� �;•'y '.fir. •;� ?. max_ �:r � :�--• � �� :�:5, �� 't�'i I.�•, } •-.r . w;i' N5 � �tir-•{,rte - �F, ' . { . - �►y,� a _ - s r� � � .. �� W fir.. • � _''`,� �' `� 77. Abj Aw ryr- - .. �. � - .�f _��_ J•t _ !� - .. 'Ma� � -1—^.. .�. a w1�� -' µ _, ` - - - •."� . s. ice:. ;.�',:.. , ":. • y w -" • - y r + it S 'r if 1A jr4 "'cm M�_ c V11 - 4&t: 1 1 L •'..{n ij' ♦ ,y.ti. " ,'dye{ �^ 00' sP IF Photograph 15. View of upland area in an added area in the eastern portion of the site, facing northeast. r i r I 8� >� +� tel- - _ _ . r ?�' � � �i�` •. � u _ ��, y.i . _ _ A. i�' i .�_ • - __ � _�..'�-,moo;'-:.- - •.f.: i _ • is .' '. � 1�"�Y. kill air, �• • " `r+air � te ? V! �; r•r 57 _�_ '�1 �� - -' �� 1-•� +� - _TICS _' - � � � ` _ _ � �� 1 4.16 AM " -57 - r � _ - - _ -� - _ 't`- sr� -•`ate }� x�x� s J � Y � , I-•� i -,F, T- - y, f�