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Home My WebLink AboutRevised_FinalPermitPackage_Vineyards_121916WE PG Preliminary ORM Data Entry Fields for New Actions Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. SAW — 201 - BEGIN DATE [Received Date]: Prepare file folder 1. Project Name [PCN Form A2a]: Vineyards 2. Work Type: Private P1 Institutional ❑ 3. Project Description / Purpose [PCN Form 133d and 133e]: Assign Action ID Number in ORM ❑ Government ❑ Commercial Installation of sewer line and culvert for access/maintenance. 4. Property Owner/ Applicant [PCN Form A3 or A4]: CMG Builders 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]: 7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 131b]: 35.2283 N -80.006 W; 5028 Amos Smith Road, Charlotte, NC 28214 8. Project Location - Tax Parcel ID [PCN Form 131a]: Multiple parcels -see attached Parcel 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]: Catawba River 12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form 132c]: 03050101 - Catawba Authorization: Section 10 ❑ Section 404 ❑✓ Section 10 & 404 Regulatory Action Type: HStandard Permit Pre -Application Request ✓ Nationwide Permit # 12 ❑ Unauthorized Activity ❑ Regional General Permit # ❑ Compliance ❑ Jurisdictional Determination Request ❑ No Permit Required Wetlands and Environmental Planning Group December 19, 2016 Mr. David L. Shaeffer U.S. Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801 Mr. Alan Johnson NCDEQ Division of Water Resources 610 East Center Street, Suite 301 Mooresville, 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 St. Asheville, NC 28801 Leonard S. Rindner, PLLC. Subiect: Pre -Construction Notification NWP #12 for the Vineyards Site, in Charlotte, Mecklenburg County, North Carolina. AID SAW -2016-01001. Ms. Higgins and Messrs. Shaeffer, Johnson and Hamstead, Enclosed is a request for Nationwide Permit #12 associated with the Vineyards site, located at 5240 Amos Smith Road, Charlotte, North Carolina. The site is a proposed residential development which consists of two jurisdictional streams and seven jurisdictional wetlands totaling 1617 linear feet and 0.43 acres, respectively. On May 11, 2016, WEPG submitted a request for Final Jurisdictional Determination and No Permit Required for the proposed project. However, the project will require impacts to surface waters for the installation of a sanitary sewer line and an associated maintenance access roadway. Proposed permanent impacts will total approximately 94 linear feet of a jurisdictional tributary (Perennial RPW G) for the installation of a culvert necessary for maintenance access. Temporary impacts associated with Charlotte Office: www.wetlands-epg.conn 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 (828)708-7059 len.rindner@wetlands-epg.com 1 amanda.jones@wetiands-epg.com Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. the installation of the sanitary sewer line will total approximately 43 linear feet and 0.0009 acre of wetlands. All proposed infrastructure has been designed and located to avoid and minimize impacts to site surface waters while incorporating specific requirements for site access, and development. Due to the locations of the onsite jurisdictional surface water features and accessibility to existing adjacent utilities, complete avoidance of impacts was not practicable. Due to the minimal impacts anticipated with the proposed project, no compensatory mitigation is being proposed. Also enclosed is a copy of our Threatened/Endangered Species Evaluation for the site in which no listed species were identified within the project area. The site is wooded which may be considered summer roosting habitat for the listed Northern Long Eared Bat. However, we have consulted with the latest guidance associated with the Final 4(d) ruling and there are no known hibernation and/or roosts sites within a 45 -mile radius of the project area. Based on this information we believe that the project meets the exemption criteria for the 4(d) rule and formal USFWS concurrence is not required. We believe that the site plan has been designed to avoid and minimize impacts to aquatic resources on the site while still providing needed access to develop the site as proposed. We appreciate the opportunity to submit this information and please contact me if you have any questions, (828) 708-7059 or email at amanda.joneskwetlands-epi com. Sincerely, Amanda Jones Regulatory Specialist Charlotte Office: 10612-D Providence Rd. PMB 550 Charlotte, NC 28277 (704) 904-2277 len. rin dner@wetiands-epg.com www.wetl ands-epg. com 2 V�C4AW Heath Caldwell Environmental Scientist Asheville Office: 1070 Tunnel Rd., Bldg. I Suite 10, PM 283 Asheville, NC 28805 (828)708-7059 amanda.jones@wetlands-epg.com O u C Q Q .E a) CL Permit Application C, `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 otification PCN) ormW A.w*Xpplicant%Ynformationw 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: 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: NX Yes ❑ 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. N Yes ❑X No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes ❑X No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No 2. Project nformation 2a. Name of project: Vineyards 2b. County: Mecklenburg 2c. Nearest municipality / town: Charlotte 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3.w OwnerYnformationw 3a. Name(s) on Recorded Deed: Multiple parcels- see attached Parcel Map 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant nformation if different rom owner) 4a. Applicant is: ❑ Agent ❑X Other, specify: Interested Buyer 4b. Name: Chris Granelli 4c. Business name (if applicable): CMG Builders 4d. Street address: 13342 Chasewater Drive 4e. City, state, zip: Charlotte, NC 28277 4f. Telephone no.: 704-926-3220 4g. Fax no.: 4h. Email address: cmg@alturagroup.net 5. Agent/Cons ultantanformation�if applicable) 5a. Name: Amanda Jones 5b. Business name (if applicable): Leonard S. Rindner, PLLC - Wetlands & Environmental Planning Group 5c. Street address: 1070 Tunnel Road, Building 1, Suite 10, PMB 283 5d. City, state, zip: Ashville, NC 28805 5e. Telephone no.: 828-708-7059 5f. Fax no.: 5g. Email address: amanda.jones@wetlands-epg.com Page 2 of 10 B.w6rojectanformation anda'rior$rojectalistory 1. Property dentification 1a. Property identification no. (tax PIN or parcel ID): Multiple parcels- see attached Parcel Map 1 b. Site coordinates (in decimal degrees): Latitude: 35.2283 Longitude: -81.006 1 c. Property size: 127.9 acres 2. Surface aters 2a. Name of nearest body of water to proposed project: Catawba River 2b. Water Quality Classification of nearest receiving water: WS-IV,B;CA 2c. River basin: 03050101 - Catawba 3. Project 6escriptionw 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: A majority of the site is composed of forested areas with some residential use. General land use in the vicinity consists of residential developments. 3b. List the total estimated acreage of all existing wetlands on the property: 0.43 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,617 3d. Explain the purpose of the proposed project: Installation of sewer line and culvert for access/maintenance. 3e. Describe the overall project in detail, including the type of equipment to be used: Excavation and grading of the site will use standard equipment - excavator, trackhoe, dump trucks, etc. 4. Jurisdictional eterm!nations 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? ❑X Yes ❑ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ PreliminaryX❑ Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): N. Nelson Agency/Consultant Company: WEPG Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Field determination made by the USACE on 11/10/2015. Final Jurisdictional Determination request dated 5/11/2016 was submitted to USACE. 5. Project istory 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑ Yes ❑X No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future roject lans 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.w'roposedYmpactsInventory 1. Impacts ummary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands ❑X Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland mpacts 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 T Excavation Headwater Wetland Yes/No Corps 0.0009 W2 Choose one Choose one Yes/No W3 Choose one Choose one Yes/No W4 - Choose one Choose one Yes/No W5 - Choose one Choose one Yes/No W6 - Choose one Choose one Yes/No 2g. Total etland mpacts: 0.0009 2h. Comments: 3. Stream mpacts 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 P Culvert RPW Tributary G PER Corps 4 43 S2 P Fill RPW Tributary G PER Corps 4 51 S3 T Excavation RPW Tributary G PER Corps 4 43 S4 - Choose one S5 - Choose one - S6 - Choose one 3h. otal stream and ributary impacts 137 3i. Comments: Culvert will total 94 If of permanent impact to stream channel and 43 If total of temporary impacts for trenching for utility installation for a total impact of 137 linear feet. Page 4 of 10 PCN Form — Version 1.4 January 2009 4 W OpenwWate Am pacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then indivi ually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary T 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 - Choose one Choose 02 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f.f otal open water impacts 4g. Comments: 5W Pond oroakelonstruction 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.%ufferYmpacts7forv6WQ)W 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 uffer mpacts: 6i. Comments: Page 5 of 10 D.Impact Justification and%itigationW 1.W Avoidance andtllinimizationW 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The site plan was designed to avoid onsite surface water features to the maximum extent practicable while still incorporating necessary site development/access. Due to the location/extent of jurisdictional features, complete avoidance was not practicable. Impacts were limited through site location, plan design and location/orientation of lots, access routes and stormwater treatment facilities. Of the 1617 If of onsite streams and the 0.43 AC of onsite wetlands, permanent impacts to surface waters will be limited to 83 If of streams. No impacts to wetlands will occur as part of this project. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Construction techniques will implement approved erosion control methods to avoid/minimize impacts to onsite/adjacent offsite receiving conveyances. 2.W Compensato %iti ationtortmpactstoWWaters of he 6.S or Waters ofthev6tatew 2a. Does the project require Compensatory Mitigation for ❑ Yes No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this El Payment to in-lieu fee program project? ❑ Permittee Responsible Mitigation 3.W Completevifv6sing a%itigation%ankw 3a. Name of Mitigation Bank: Type: Choose one Quantity: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity: Type: Choose one Quantity: 3c. Comments: W Completelakin M 4.liftlyment totn-lieulee$rogram 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.W Completewiftlsing a$ermitteettesponsible%itigation$lanw 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.W Buffer%itigation7statelkegulatedlipari an%uffervkules)W required 6y6WQW 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 uffer 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.%tormwaterallanagement andv6iffusevflow%n7requiredv6y%WQ) 1.w DiffuselloAanw 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.w StormwaterlianagementNanw 2a. What is the overall percent imperviousness of this project? 21.9% 2b. Does this project require a Stormwater Management Plan? ❑X Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Stormwater on the site will be handled/treated by BMPs as shown on the attached Storm and Grading Plan. The stormwater plan has not been approved yet since Mecklenburg County requires a copy of the 401 certification before they will approve the stormwater plan. However, the plan as proposed meets their current guidelines and is expected to be approved once the 404/401 permits are received. 2e. Who will be responsible for the review of the Stormwater Management Plan? Mecklenburg County 3.w Certifiedaocaltovernmentv6tormwatervkeview 3a. In which localgovernment's jurisdiction is thisproject? Mecklenburg County X❑ Phase II ❑ NSW 3b. Which of the following locally -implemented stormwater management programs ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4.6WQv6tormwater$rogram1Weview ❑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. 600116 n Atormwaterleview 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. upplementary nformationW 1.W Environmentallbocumentation�DWQvhequirement)w 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ❑ Yes ❑X No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ❑ Yes ❑ No letter.) Comments: 2.W Violation4DWQvkequirement)w 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.W Cum ulativeYmpacts�MQ1tequirement)w 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. There are no additional/future phases anticipated. 4.W Sewagev6isposal7DWQvkequirement)w 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 on the site will be carried to nearest WWTP for treatment via proposed and existing utility line infrastructure. Page 9 of 10 PCN Form — Version 1.4 January 2009 5.W Enda ngeredv6pecies andlesignatedlriticaAabitat7Corpsv6equirement)W 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 is exempt as noted in cover letter. Report is included. 6.W Essential ish Aabitat7Corpslequirement)W 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.W Historic or$rehistoricluiturallwesources�Corpsvkequirement)W 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.vflood lone%esignation�Corpsvkequirement)W 8a. Will this project occur in a FEMA -designated 100 -year floodplain? ❑ Yes ❑X No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? http://polaris3g.mecklenburgcountync.gov/ Amanda Digitally signed by Amanda Jones DN: cn=Amanda Jones, o=WEPG, ou=Leonard S. Rindner, PLLC, Wetlands & Environmental Planning Amanda Jones for WEPG Group,email=amanda .jones@wetlands- Jones e s epg com, c=Us 12-19-2016 Date: 2016.12.19 20:17:01 -05'00' 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 Agent Authorization Letter The purpose of this form is to authorize our firm to act on your behalf in matters related to aquatic resource (i.e. stream/wetlands) identification/mapping and regulatory permitting. The undersigned, who are either registered property owners or legally authorized to conduct due diligence activities on the property as identified below, do hereby authorize associates of Leonard S. Rindner, PLLC, Wetlands and Environmental Planning Group (WEPG) to act on my behalf and take all actions necessary for the processing, issuance, and acceptance of applicable permit(s) and/or certification(s). Project/Site Name: Vineyards Property Address: 5028 Amos Smith Road, Charlotte, NC 28214 Parcel Identification Number P 11307350 and 11307346 Select one: I am the current property owner Name: David McCord for DR Horton, Inc. Company: DR Horton, Inc. Mailing Address: 8001 Arrowridge Boulevard, Charlotte, NC 28273 Telephone Number: 704-345-1003 Electronic Mail Address: dbmccordra drhorton.com A Owner / Interested Buyer* / sh Jtb Date *The Interested Buyerl0ther acknowledges that an agreement and/or formal contract to purchase and/or conduct due diligence activities exists between the current property owner and the signatory of this authorization in cases where the property is not owned by the signatory. Charlotte Office: www.wetlands-epg.com Asheville Office: 10612-D Providence Rd. 1070 Tunnel Rd., Bidg. I PMB 550 Suite 10, PMB 283 Charlotte, NC 28277 Asheville, NC 28805 (704)904-2277 (828)708-7059 lw.rindner@wetlands-epg.com 2 amanda.iones@wetlands-epg.com YYFPG Wetlands and Environmental Planning Group Aunt Authorization Letter Leonard S. Rindrww. PLLC. 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: Vineyards Property Address: 5028 Amos Smith Road, Charlotte, NC 28214 Parcel Identification Number (PIN): 11307340, 11307341, 11307345 and 11322205 Select one: I am the current property owner Name: Company: REO Funding Solutions III, LLC Mailing Address: 1170 Peachtree Street NE, Suite 1150, Atlanta, GA 30309 Telephone Number: 404-477-6806 Electronic Mail Address: jhoward@turnstonegroup.com // Kim Gualtied Vice President Property Owner /Interested Buyer * / Other* Date * The Interested Buyer/Other acknowledges that an agreement and/or formal contract to purchase and/or conduct due diligence activities exists between the currentproperty owner and the signatory of this authorization in cases where the property is not owned by the signatory. Charlotte office: www.wettands-epg.com Asheville Office 10612-D Providence Rd. 1070 Tunnel Rd., Bldg. I PMB 550 Suite 10, PMB 283 Charlotte, NC 28277 Asheville, NC 28805 (704)904-2277 (828)708-7059 fen -indne cPwetlands-epg.com 2 amanda.jones cpwetlands-epg.com ►0 Maps/Plans rr]i1 FIGURE NO.I VINEYARDS kA/r-13/"4 Mecklenburg Co., NC VICINITY MAP - WATERS OF THE U.S. EXISTING CONDITIONS STUDY SUBJECT TO USACE/NCDENR VERIFICATION Drawn By: Reviewed By: HAC LSR DATE: 5/11/2016 r 1 1 Y "k1 - -.e woo L 00 .. --gip A�I4., r •.. _ r � n x� e - �. � 1 � • ~ �P��11ii. 3w.r+•i,L o ,.� Tr� al M � •_ i� [�� - fi wiA i I � 1 •c a . u � • ! J Ti I 11Y •.1., SITE i r - . 1 CATAWBA RIVER LOCATION 4 • r t' SCALE Lat: 35.2283 2N i e k USGS QUAD 1:24,000 Long: -81.006 °W Belmont/Charlotte ACRES HUC: 03050101 + I ° West, NC 127.9 UPPER CATAWBA FIGURE NO. VINEYARDS Drawn By: Reviewed By: 2 A /C Dr' Mecklenburg Co., NC NRN LSR USGS MAP — WATERS OF THE U.S. EXISTING CONDITIONS STUDY SUBJECT TO USACE/NCDENR VERIFICATION DATE: 5/11/2016 I DUKE POWE Oil 4 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. en.rindner@wetlands-epg.com (704) 904-2277 vvww.wetlands-epg.com "N 04 c t;. Ra'y D2 MO PaE 'Pa P MO f ,app Cti cD. PaE I GeD PaE v 1 PaE 1 s t .- P _ m 'k[) eQ2 i E RAF Ifc eu2._ P, F Oil W�� Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. en.rindner@wetlands-epg.com (704)404-2277 www.wetlands-epg.com FIGURE NO.I VINEYARDS 6 kA/r-13/"4 Mecklenburg Co., NC PARCEL MAP - WATERS OF THE U.S. EXISTING CONDITIONS STUDY SUBJECT TO USACE/NCDENR VERIFICATION 4 Drawn By: Reviewed By: HAC LSR DATE: 5/11/16 Figure No.1vv 11 VINEYARDS Sheet: Page: „ Mecklenburg Co., NC g - Drawn Reviewed -. by: NRN by: LSR DELINEATION MAP *Approximate Boundary Date: Subject to USACE Verification 10/22/15 - - / / ,/ , /� - -\"�\� \ \,\ \ \ �\ �. \ , \ \ - I \ � ,I I \\ % , I I - \ \ � \N\ \ \ \ 1,\ \ % ;\ N //�/,//�///� I / I I / , 11 \ \ I � 1\ \\ \ \ /I - I I I - - //1 /// I \,� \,\ \ \ \ � \ __ , / If ` I\ \ �', ,- --\ \ \\\ \ \ \ \1\\,,,, � I . 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I � - '_1 - - �� - >_ , � ,��,_,�_ - - - 1, I I /I // / I / f , \ \ \ If , / j / � � \ / 1� , __ 71 � I I � I I ( / - ) / -1-�11-LIAMIF.CkISIP" " �,�_ � - - � " -,>, " �� 1',/ , --- - � - ,� I __� -,/ I I I I / ( I ) // I� * ::: - \ I I I I- - __�_ "z � - � - , -1, " -- - 11 I , e/ "// / I, I I I / / z: : SEAL - __ _� , --/--/" �-,- 6,9, > ---,- ____� 11 -1 I ,, , - I, I / , \ I :: - \ ( - - --ili `� I \ , , ; \ I I I I I I - / ') I ,/ / PIE) 113-973-42/ Z " �- � _� - 1� �_ � 1<1 � '_ _�, �1� L 5E5 � '�, \ - // / / / / � I I I ; I I i � � � t I I / /11 I Ik, _;'11 - : : z \ \ I \ ---- __ -_�---�, \ 1, I \, , \ \ NN \ I I I J/ // N/F / \ _', " �, W_ � � _�11 , '�>,� __ - ,- � (/ /� / I � � / //�/'1--i / / 1, \ \,i - 1 038607 - // �� I I I I ) �, - / DB 916,� P - l-,,-, -� -- , --K --��, - I ,,'(M I , \ I \ � / \ I : \ 11 ) \ I / - �, � �_� __ _� / �� 1, �,-,,� ',, ,__ >< "x X I - - , - - - � ", � -,�,,�N ?U,�, � I I" I I I I I , I I I' V\ - _/ / , - ,- I � ) JI, �j "/ i � 1. � , 1, �___, \ \ ' I I ; I 1 4I) / / / WILLIAM F. 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TREE � ) / �,/ / ly�,---- - - - - - - - \�_ \ I l�p " / \\�"_� �_ R--' -1-S � � �' - , \ b I � I (, 11 [,,/' / I �\� ,/\( \� - _-_`�-��-_ V) _c � , I cy, 50 __ I ��,��,11� - ?5, . AREA - , , � I \ � I 1rjT -\ ,\ \ '> __ - - - - __ �6 ;� I - __ @ V �_��_� ,;� '/,'- - (39) 1 - - _11,001 , I -_, SAVE \ , V, ,� _j L __ ) / ///' � ;�f r � I , I I +j - - - , I ,�� - �, 'r I / /./ /// / '��__��v 11, , uj L_ __ I EO , � � c � - , z - , I \\� '� __ ___ �o - U86 ,,, � � PROP. 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I SITE PREPARATION, GRADING, AND STORMWATER NOTES: ! t, \ \ \ � ( - ----r-__ - , - �� - _�- ----7_,�� ---��_- - - "ki- d \</ / - ,�-� --A- I -,--:::� - ---- z - __ . Ul � ><, -,, � � I � I '� �(,%' /I __11:�:"_,::�___��__:�::� " - ---- _6 - I `I- � ::� 1\ - , i5O'CLASS C BUFFER ,�- - , -_ .1 � , --� _�-_ - -_ - - _,�_ \ \ /� I : �-<, --� --� , � , 1� - - - - 1 . LAND DEVELOPMENT ENGINEER TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF CONSTRUCTION. I �� I - - " I , - / '_1 ))I///// , :�___ iiiiiiiiiiiia 0) 20. SUB -CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS RESULT OF HIS WORK. I , 1, -106W I -_ --�__. - - - - / I 11 I , - U < 2. REFER TO EROSION CONTROL DOCUMENTS FOR ALL TREE PROTECTION FENCE LOCATIONS AND INSTALLATION _111ft-t- ), _� ......�, _�:_ - - - � � \ \ " , V_ �, '- � ::��><660�� ' � I / T -�� - � - - - - --�- S. Z; i 1: 1'�� I �; - _� - � - __ t 0 - - / , , __ �-_ t --- _` i:� - - , ?,:�� -- ---� ---, , � ,,� N�,l I / / // ll /�_ - -_ ,_ _j BARRICADES. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, \_�� ) n2 , - � I I //4/,�"--_---- --- I / I- // ,-- , ----- >111 LOCATIONS ESTABLISHED ON THE ARCHITECTURAL PLANS. LEAD-INS MAY CHANGE 15, HORIZONTALLY AND 31 __ - --, -, , \0 - �� -- '1� � , '1� �_ i � /I � I&'I\"I, ) I, tl�, �� . PROCEDURES. BEFORE GRADING/CONSTRUCTION BEGINS, CALL FOR INSPECTION OF TREE PROTECTION 21. ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPROXIMATE, ACTUAL INSTALLED QUANTITIES MAY VARY. 4- 'y __ ,� __ ./ � , I I - , � ,� <� �� I I TRENCHING, OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. \7., I \ I , >, < I I `,))))1jJ)I, / j/ 113� VERTICALLY PRIOR TO INSTALLATION AT NO ADDITIONAL COST TO D. R. HORTON. SUB -CONTRACTOR SHALL REQUEST � - " I -� -1 \-� `1 '_�'_� �/ -1 //t/i/Ill // //,/ / � __ __� - 4% L. 0- 0 ., _Aftw-_� -Nam - \ \ � 6\1 , _� `1 , , ��/ / 22. STORM SEWER LEAD-INS TO BUILDINGS SHALL NOT BE INSTALLED UNTIL BUILDING PLANS ARE COMPLETED AND -::- � ) \ <1 � , , v I vl(ff r 3. SUB -CONTRACTOR TO GRADE SITE TO A TOLERANCE OF ± 0.1 0 FEET (BALANCED) OF SUBGRADE. � ,---� --, t � 1� T10 If /// //------ AND RECEIVE WRITTEN APPROVAL FROM PRIME SUB -CONTRACTOR PRIOR TO INSTALLATION OF LEAD-INS. 1, � 1_� 11 '---, ,\-< , V� j lilt, / / I it', / / ____ �_ - - - D , , , 4. IN ORDER TO ENSURE PROPER DRAINAGE, REFER TO SITE PLAN DOCUMENTS AND DETAILS FOR CURB \ � , I I I __1 l-, , - I I / V/ , - - (1) m SUB -CONTRACTOR SHALL COORDINATE LOCATIONS, SIZE AND INVERT ELEVATIONS OF STORM SEWERS WITH I " - -, \ , - , � \ � I ( 11 0 �_ SPECIFICATIONS. 1.� 0 I 1, I 11 III', I i I �> '�< 10ii, I i, ( �[T w -,/ ------ ---- c: = � APPROVED BUILDING PLUMBING PLANS. - " j � � �, (I - 1__� -/'� -<�_ \ 1� / I ("I ,-- --- V) 5. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS 23. ALL CURB INLET ELEVATIONS IN PLAN AND PROFILE DENOTE THE CENTER OF GRATE (RIM) ELEVATION. - , // % I t c, I I I � �, ,�- ,--� _�_--�- -- I � ) 11 I (,,\\J, � I, � ; I if /""1"///, --- 0 � U CD WARRANT OFFSITE GRADING, WRITTEN PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. /' , - - ", , -, --,� -'_,",�", -_ i �11 � 1iIIl\\\\`i)i li11V-'�____---__ 24. ALL PIPE LENGTHS ARE MEASURED CENTER OF STRUCTURE TO CENTER OF STRUCTURE. � Nz/! I ) 1_�_�, > \t�/ , __1 � :"�, 1�1 � j .- _____ -- _j 6. REFER TO STORMWATER DOCUMENTS FOR ALL STORM DRAINAGE. 25. CATCH BASIN RIM ELEVATIONS ARE GIVEN TO CENTER OF GRATE, YARD INLETS AT FINISHED GRADE. I �',� ) - __�� - I- - /11 v / /f/I I � I I l'i'li "" //, , - ______ Q) _j 7. BOUNDARY AND TOPOGRAPHIC INFORMATION WERE TAKEN FROM A SURVEY PERFORMED BY LDSI (704) 337-8329 ">_1 __� I � i'I (I/ / / /- "I I I 11 -- \ � I \\\\\ > 4- 26. SEE SHEET C-4.3 TO C-4.5 FOR STORM SEWER GRADES AND INVERT ELEVATIONS. �,�_ - :�� \ � � I I I I \� 1, 0 E < 8. NEW FINISHED CONTOURS SHOWN ARE TOP OF PAVING IN AREAS TO RECEIVE PAVEMENT AND TOP OF TOPSOIL IN I �1 0 I-, �� i )Wh I"' 27. SEE CMUD UTILITY PLANS FOR ADDITIONAL INFORMATION. � , � " - ) /I , I , //-----I'- - - - - - 0 AREAS TO BE SEEDED. "i �, 1, - � - I � I I � �; 1111 / / ,\, ,,---- 4_j 113� 28. RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. - - y l III)) ill(( / , , a) 9. DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSED ONLY AND ARE NOT TO BE USED TO LAYOUT FOOTINGS. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS. __ --- "I I �� I I : � � - ,___ --- (f) LU 10. GRADING SUB -CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING - - \, . 1�11 I � I J V I //� � / 'it - 4-) E > -_ �� , I -_ \ I / , ,Q6 ', "' I / I � I /'\, /I /( , I(/ � 1� -_ ,___ = FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR 29. COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR. : - �__ \ , I \ � I _��_ - - �-_ , , \ l I ( ( - 1 30. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. �_ - _% i � I I Ill, � � -_ ____ U D 0 CONNECTING TO SAID FACILITIES. SUB -CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THE ALTERATION 31. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 1.00% SLOPE ON THE CURB. 1�__ _�_ - 1� � / I �1/ I I \ , )jjJJ''L 1�1�'( III __�__ - �_ * I— OF OR RELOCATION OF THE FACILITIES. SUB -CONTRACTORS SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES 32. CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY CITY ENGINEER. \� ill �',,;lfooill 1 jj) - AS REQUIRED TO MATCH FINISHED GRADES. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. ----_---� '\ 1), / IiIIIIII(Ifill1lid I � " / ,1� -1 11. GRADING SUB -CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER SUB -CONTRACTORS PERFORMING 33. THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY - /I I TI I V I i , (U ) / -_ WORK ON THIS PROJECT TO INSURE PROPER AND TIMELY COMPLETION OF THIS PROJECT. I//I/ I I I I(/ / /------ STRUCTURES Ali OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. I I I-, I 11"111111111 12. THE GRADING SUB -CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TO PREVENT SILT AND 34. ALL DESIGN AND CONSTRUCTION METHODS SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CHARLOTTE LAND / 1� I / � / � 1;,ilill I(,'// , Ill " r- __/ / I ia� ,,/,I / 1'"i""il 11jljJI,--- -------- CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. SUB -CONTRACTOR SHALL COMPLY WITH ALL __ � ,\ I '_�' w I /� 1 I if 11 , DEVELOPMENT STANDARDS MANUAL AND NICDOT. I � / V� ( ;�;illlli 1PI1 1 :'�17_-:�-:�- 1 - " 1-1 � � Ill I _/ --- LOCAL, STATE, AND FEDERAL EROSION SEDIMENT AND SILTATION ORDINANCES. SUB -CONTRACTOR SHALL REMOVE : - �:_ - --� \� \\\- , \ / \ \ 1_� 11 J ILL I Ef I I if I 1101i IJ � 35. ALL DI (DROP INLETS) SHALL BE NCDOT DROP INLET (STD. #840.14) WITH FRAME AND GRATE (STD. #840.16). --- I "I ,1' \ 6 0 " 11 / 11 __j / I W l(;Ifll - - ALL TEMPORARY EROSION CONTROL STRUCTURES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND 36. ALL CI (CATCH INLETS) AND DCI (DOUBLE CATCH INLETS) SHALL BE INICDOT CATCH BASIN (STD. #840.02) WITH FRAME - N I\\ 1, %, / \ / \\ , " Xf LL Ili I JN /1' __----- , NOT BEFORE ALL AREAS DRAINING INTO THESE STRUCTURES ARE SUFFICIENTLY STABILIZED. � . __ 11 C,/ y U_ /11111 1; If I I `l'�\� If 1)) --- NIF - - I 00 I _-:��\X\\\ " , � ,/ 'I, - - - I GRATE AND HOOD (STD. #840.03). --- x \ () -\ I � / 1,;� / /�111 ` / /'J"IM11111 //// ,P�VIDENT 13. FOR ANY WORK ON THE STATE RIGHT-OF-WAY, THE GRADING SUB -CONTRACTOR SHALL: 37. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. \\ \�, \ " , 1� // � +- I I m / / 11,1/6/ /_ DEVELOPMENT 13.1. NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN THE RIGHT-OF-WAY IN CASE OF MULTILANE HIGHWAYS. \ N, � �� 19 / LU / � � ll�fil�f� 111, Ji / ,--0RC`UP, INC z LU/ I uo) 38. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK WHICH MUST BE VERIFIED BY THE GENERAL CONTRACTOR \ 11 1. � � ri., I I /I:D THE PAVEMENT SHALL BE KEPT FREE FROM ANY MUD OR EXCAVATION WASTE FROM TRUCKS OR OTHER I 'I \) 1 1 1 l'i I I 11 �11�',�( ,' /_120413-051-25 � I j!l fl PRIOR TO GROUND BREAKING. I '1z' \\, ? LU V/� lin I 1!1 lilil "J�j��%�( _/ _P_B221Q_F�G_8��___ EQUIPMENT. ON COMPLETION OF THE WORK ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE 39. REFER TO SOILS ENGINEERING RECOMMENDATION FOR DIRECTIONS ON FILL COMPACTION AND ANY STRUCTURAL 11 � �_j / � - _ \ \\'\, \ \ ,� 6.- 18 "N 0-1 � I<Z/ jii�, '1J,filli! r - RIGHT-OF-WAY. " \ C�' r �/ � - I i %l�11�1��- - _____ \ \ % \ , CONSIDERATIONS. \ , - - P -3) � 1; 1 i � li�l; Illili r - 13.2. PROVIDE ALL NECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH AS SIGNS, FLAGS, LIGHT BARRICADES , X/ / 1- I I 1 1 1 -) IIJI ,�, - - - - - - 40. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 - - " i / \1i � __ .k,l /, /r , I coy I I � 0, I I - .P . m TRAFFIC CONTROL DEVICES. THE GRADING SUB -CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HOLD I V ) 1, 1 5 - m // IT z-, ;�D - AND FLAGMEN AS REQUIRED BY THE LOCAL AUTHORITIES AND IN ACCORDANCE WITH THE MANUAL ON UNIFORM , I \ , � Iyo- 12 U7 \ 1,1, - (o ( 1`8 -w 1p co .3 ____ \ , \ ,;" / , , - (HORIZONTAL AND VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING \ � , I \ z ,z, 5 HARMLESS THE CITY OF CHARLOTTE, THE STATE OF NORTH CAROLINA, THE ARCHITECT/ENGI NEER, AND D. R. \ \\ \\ \ / ,,�\\- . , O', I' - IS DESIRABLE. \ \ \ % �\\ 11 ,1�4'18?')�n 0 - 71; 1 , I __ N . 1� E I /,\ "' , 1%\ � 1i / 41. ALL SLOPES 3:1 OR STEEPER AND ALL PERMANENT DIVERSION DITCHES SHALL BE STABILIZED USING NORTH , , � � , I It, I If X, 16 (//I, W �' jil //, -_ AMERICAN GREEN VMAXTM SC25OTM PERMANENT TURF REINFORCEMENT MAT INSTALLED PER MANUFACTURER'S \\ \ \ \ \ � � � \ I z I I / \� lq,l�),I, If 1'1�1,fui , 0 - HORTON FROM ANY CLAIMS FOR DAMAGE DONE TO EXISTING PRIVATE PROPERTY, PUBLIC UTILITIES, OR TO THE \ \ \ 1 I � --- I'll \,, `0,-� I 0�1 I / I � I I; I TRAVELING PUBLIC. \ \ )) I? . 0 I I ) I ,Jill 1) I �) 11, "I'I'l'i'l/i � j -- ____ SPECIFICATIONS USING STAPLE PATTERN "ID". \ \ \ b - \ 3'.,, -� \ � i I it I ; I Ili / / __ 13.3. COMPLETE WORK TO THE SATISFACTION OF THE CITY OF CHARLOTTE PUBLIC WORKS DEPARTMENT AND OBTAIN \ \ / � - \, 6, \ I �11 III'l 11 ill, 111i � / &i 42. SITE CONTRACTOR SHALL PROTECT ALL TREES AND VEGETATION INDICATED TO REMAIN, AND MAINTAIN ALL TREE I ly", \ )'' 11 / I ( �,j 11"/f I I I ill 1411111% / ------- A LETTER FROM THE DEPARTMENT STATING THAT THE WORK IS ACCEPTABLE. LEGEND: \ \ \-_ \ - - /I / I I 11 I __ _,_ - - - __ z - , 14. GRADING SUB -CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. SUB -CONTRACTOR PROTECTION BARRICADES. \ \ � -1 \� \ I 11 i ) 11 � / I / / I I / i I I �yj 'jillillilli � Im �c_ �, __ 0 43. THE PROPOSED CONTOURS SHOWN IN ROAD SECTIONS ARE FINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO \\ . 16 , J I /,// I V) _� . / / / , r I o / " / If Vill � -- SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER METHODS AS DIRECTED BY ENGINEER AND/OR D. R. HORTON'S PAVEMENT CROSS-SECTION DATA TO ESTABLISH CORRECT SUB -BASE OR AGGREGATE BASE COURSE ELEVATIONS TO EXISTING CONTOUR MAJOR 1, \ I 1 13 / IS / I )lfl'IiIi6II1IIIw ,�,_ - - �---\ \ \ , � i ", /I /// it /' 11 > REPRESENTATIVE AT NO ADDITIONAL COST TO D. R. HORTON. BE COMPLETED UNDER THIS CONTRACT. EXISTING CONTOUR MINOR , \_ \1 \ - \ i / / I I 111' / I ,;j I ; I i I /((i "I 1/11) � \ \\ LU 15. GRADING SUB -CONTRACTOR TO COMPLY WITH ALLSTATE AND LOCAL SEDIMENT CONTROL AND AIR POLLUTION 44. LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHER GRADING REQUIREMENTS. _x _x _x - _�_ -1 \, I,< I , I \ / i I l J w� , il 1); I ii! . , I � ) \\ foc� . . . . . . . . . ORDINANCES OR RULES. PROPOSED TREE PROTECTION FENCE - '11 \\ \ i) III ,y 11 I ,\\\\x I 111101// I (I I I 1+0. t-%1'4 T UMMUIPOZI 01:T UIALJ I r1F_ L.11vil I o Ur UUNo I i I RANI orKi"N lo oubor-k, I I U m r111jF_. � I � - I // / I I l I I I/ - - -- \� V4 � U15 / ,,, /' 1/1 0 I/", I J�l 1 I , 16. IMPORT SUFFICIENT MATERIAL TO COMPLETE WORK AT NO ADDITIONAL COST, IN THE EVENT OF A SHORTAGE OF 46. ALL SLOPES MUST BE SEEDED AND MULCHED WITH IN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER IS PROPOSED CONTOUR ELEVATION I _ I il I I �, \ )i, �j Ill /// 1. -_ \ '\ STRUCTURAL FILL. SHORTER. ALL OTHER AREAS, 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER. REFER TO _�� '?' \�- � / I Z, I I iiii((iifl; l0i, ,,--, -- I\) \ i i I / Ilim I , 17. BEFORE ANY MACHINE WORK IS DONE, SUB -CONTRACTOR SHALL STAKE OUT AND MARK THE ITEMS ESTABLISHED BY * 732.55 _11� - - - _ � -- ,/ X , � \ � , \ , I EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. PROPOSED SPOT ELEVATION 1�>, - / / I i / ) * l\) i I l � \� � n If J)PI 1� \ / I I � \ �, " , Ill' , THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE PROJECT. LACK / Ill � / I o))"MI'llfil , lf�' , �', , " , A � 47. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS INDICATED ON EROSION CONTROL PLAN. NO DEVICE - - FLOW DIRECTION ARROW ,\- - \ � � \ - � --- I I /// ��_ \ Iv, I \ , �,, "� �, OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE ACCUSATION OF OPERATIONS UNTIL SUCH POINTS - <_ \ \ \ - - //I f!) , 1� (-D - I \\ �\ -% - / � i I 1; , ///,/�, W/1' 1; I il " \ MAY BE REMOVED UNTIL SITE IS STABILIZED. 11� \ , � \ / \� - - I / Ill / / �� 1 I I I w/y/fill /I l 1), Ill 1\ U - co AND GRADES HAVE BEEN PLACED TO KB HOME'S SATISFACTION. ARCHITECT MUST APPROVE STAKED ITEMS PRIOR 48. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS. FFE: 100.00 BUILDING PAD ELEVATION 11 -111\ `1,11�k /0 , I I' / '\1 'I-, 1-1 1--, I lit (,_j 0 N � \�\ - �� III-i''I 111/117/1/1� " 3: U I ,-, -__ lr\�_ \ '�, / I 11- \ I I 1\ N \_ __ \ ,, A I , I I/ �4 i)l \ ) 1�, \ � 3 0 0 LO TO CONSTRUCTION. 49. GRADING MORE THAN 1 ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE. - - - - - - - - - - - DRAINAGE EASEMENT � ,�, � - " � 1� i 1� 11 I/ i I I ij I / �� / I ifII1I"jl)IIjjItf(((((0 11 L\ \ N 18. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE 50. SOIL TYPES: REFER TO CALCULATIONS I ,\, _>e � ///1 1\ ) I j I � \, 1, SUBMITTED PRIOR TO FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH I BEFORE YOU DIC3! \ - ".", , \\\\\\\\\\\\ _11k \ /I I `f�10)) 1111ii , ilf, 11 \ mQm i9z THE CITY/COUNTY SUBDIVISION ORDINANCE. STORM SEWER N. CALL 1-800-632-4949 ---" � , \ I \\ i 1 4 1l;1lillilil 11,111 \ \11\ '_1 \ \ \ \ �:: >_ 0 11 _ C. ONE -CALL CENTER \ =-mi ))fill I \1 � '-� q m c� 0 _ 19. SUB -CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS Ili COMBINATION INLET (CI) IT'S THE LAW! �"\\\, I \ , � 11 � , I Ill ) \ I \ 0 Li LLJ P - U I , I � 'i, ) I I\ � I 1\ \ " \ I A - \ ', COMMON I l/ �/'Tlli, 11'' I � \, - z z �� m E L -i I A ) / i Ili lil \\ \ I 0. � \\\ \ OPEN SPACE ) / / / , 11),I, Ili, \ (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TO BE m DROP INLET (DI) �� \� � 3: 50 . 50, 100, 200' /A - - - U) < L -i ij < 0 PERFORMED. I I\ \ 1\ "'N � � A \ I "I / � i � � fi� 11-- , I - 0 STORM MANHOLE �� , V` � %� � %\A \ , \ / / ��/ // 1 / i � � 011111 i \ \, -_ \, \,�, . U Df �,� I �\� A� __ - - " / 6. .1 I / � � ,I,,�l �,� , , 1'\ � - < Li 130� = . sllf� �f - �.. /\ - - - - I V y I/ I � � � � � / I \� _'� 'I, \___ I . � I A I I � , - C) 0 zjj�v- I LILJ Ld -__U = C/') 43 LF ± & 163 SF ± OF TEMPORARY STREAM IMPACT � U EX STREAM CL \ EX. STREAM TOB \ i I / 40 SF OF TEMPORARY WETAND IMPACT I � �•� 30' PCCO BUFFER rn STREAM CROSSING A UuadDespi. I STREAM CROSSING A' 1 STREAM CROSSING B VICINTIY MAP 30' PCCO BUFFER \ \ \ 94 LF± &397 SF±OF STREAM IMPACT 42.41 LF OF 36" RCP @ 2.36% PROP RIP RAP 1 �I EX. STREAM CL EX. STREAM TOB J J Q / I STREAM IMPACT E THE VINEYARDS AT LAKE WYLIE PHASES 2, 3, & 5 1� EX. WETLANDS 40 MAINTENANCE EASEMENT 14' ACCESS EASEMENT. STREAM CROSSING B 12/02/2016 - 1015261 1"=1000' UP :, i m Ifty 576 574 572 0+00 UuadDespi. 586 586 584 584 582 582 580 580 578 578 576 576 574 574 572 572 0+50 STREAM CROSSING A TEMPORARY EX. STREAM TOB STREAM IMPACT EX. STREAM CL STREAM TOB PROP. 6" PVC SAN. FORCE MAIN 8" Ductile Iron Pipe @ 1.00% T--1 F I PROP. 2" WATER MAIN PROP. 6" PVC SAN. FORCE MAIN PROP. 2" WATER MAIN J// 0+00 UuadDespi. 586 586 584 584 582 582 580 580 578 578 576 576 574 574 572 572 0+50 STREAM CROSSING A STREAM IMPACT E THE VINEYARDS AT LAKE WYLIE PHASES 2, 3, & 5 61 :• 582 578 576 574 572 09/14/2016 - 1015261 OR ,� 20 0' 10 20 40 EX. STREAM CL J EX. STREAM TOB PROP. 6" PVC SAN. FORCE MAIN PROP. 2" WATER MAIN J// 118.78 LF OF 8" Ductile Iron Pipe @ 1.00% STREAM IMPACT E THE VINEYARDS AT LAKE WYLIE PHASES 2, 3, & 5 61 :• 582 578 576 574 572 09/14/2016 - 1015261 OR ,� 20 0' 10 20 40 = 602 .11 M 596 594 592 590 0+00 UuadDespi. 0+50 604 604 602 602 600 600 598 598 596 596 594 594 592 592 590 590 STREAM CROSSING B TEMPORARY STREAM IMPACT PROP GRADE 20' MAINTANENCE BERM & ACCESS EASMENT 36" RCP @ 0.00% 20' MAINTANENCE BERM & ACCESS EASMENT STREAM TOB EX. STREAM CL PROP GRADE 21.20 LF OF 36" RCP @ 0.00% 0 EX. STREAM TOB 77 XXc 0 EX. STREAM CL 0 o �y rn co0 z = z 0+00 UuadDespi. 0+50 604 604 602 602 600 600 598 598 596 596 594 594 592 592 590 590 STREAM CROSSING B STREAM IMPACT E THE VINEYARDS AT LAKE WYLIE PHASES 2, 3, & 5 M. 602 w 596 594 592 590 CULTVERT BURY NOTE: Contractor to Bury Culvert Minimum 1' Below Grade at Centerline of Ditch 09/14/2016 - 1015261 20 0' 10 20 40 0 R 't PROP GRADE 20' MAINTANENCE BERM & ACCESS EASMENT 36" RCP @ 0.00% EX. STREAM TOB EX. STREAM CL STREAM IMPACT E THE VINEYARDS AT LAKE WYLIE PHASES 2, 3, & 5 M. 602 w 596 594 592 590 CULTVERT BURY NOTE: Contractor to Bury Culvert Minimum 1' Below Grade at Centerline of Ditch 09/14/2016 - 1015261 20 0' 10 20 40 0 R 't Threatened & Endangered Species Report WEPG Wetlands and Environmental Planning Group w w w w w w w w w w Leonard S. Rindner, PLLC. W W Threatened�ndangerednrotectedv6peciesW Evaluation For: Vineyards Site Mecklenburg County, North Carolina By: Lisa R. Gaffney March 14, 2016 w Charkwa OFllc.: www.wedw-epg = Ashwv11a Offk= 10611-D PmW ' U. 1070 Tunnal Rd., Bldg. I PMB 550 5ultm 10, PMB 283 Chulome. NC 28277 Asheville. NC 200 (704) 904-2277 (8M 708-7059 ksLrindne Mc*m an=dLja ds-epg.onm Vineyards —Threatened /Endangered/ Protected Species Evaluation GENERALTANDSCAPAESCRIPTION:W The Vineyards site (127.9 acres) is located just north of River Walk Way, just south of Norfolk Southern Railway, and is bisected by Bright Road in Charlotte, Mecklenburg County, North Carolina. It can be found on the Belmont / Charlotte West USGS Topographic Quadrangle Map; latitude is 35.2283 N, longitude is 81.0060 W. The site is partially covered with successional woods; a large north/south oriented power line right of way, a small east/west oriented power line right of way; numerous dirt roads and trails; a mobile home park; and is disturbed throughout. The topography is gently to moderately sloped with the Wevation ranging from 590 to 700 ft. (Figure 1). fjgurel.w W i I ' W W W W 1 1 "N A W ti, N, - W[ \ F a♦.5 W W 4 W W NI; 4N tfI W W�10 W J d �r n LOCATION W 4 0. .l, SCALE lat.35.2283°N i��:� USGS QUAD 1:24,000 Long: -81.006 QW W Belmont/Charlotte ACHES HOC: 03050101 WN ,. rl A4 4y Sk West. NC 127.9 UPPER CR7AWBA FIGURE NO. VINEYARDS [Drawn By: Reviewed By: W 2 Mecklenburg Co., NC NRN Lift w :. ... .. _ ,. . -.; _... DATE: W USGS MAP- WATERS OF THE U.£ EXISTINGCONDITlONSSTUlYY 16/12/15 W n .. 51f81fCT TO USACEYNCD£NR VPR0C.477ON Wetlands and Environmental Planning Group Leonard S. Rlndner, PLLC. Vineyards —Threatened /Endangered/ Protected Species Evaluation NETHODOLOGY:W The US Fish and Wildlife Service website http://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 week beginning March 1, 2016. Tablet:"fhr tenedvndangered�rotectedv6peciesvistedlorw Mecklenburg W Count :%ecklenbur sICW *Source: S ish iIdIifelerviceW **Data search on Isllarchs,vh16' Groupw Namew Statusw Lead6fficew Clams Carolina heelsplitter Endangered Asheville Ecological (Lasmigona decorata) Services Field Office Flowering Smooth coneflower (Echinacea Endangered Raleigh Ecological Plants laevi ata) Services Field Office Flowering Schweinitz's sunflower Endangered Asheville Ecological Plants (Helianthus schweinitzii) Services Field Office Flowering Michaux's sumac (Rhus Endangered Raleigh Ecological Plants michauxii) Services Field Office Mammals Northern Long -Eared Bat Threatened Twin Cities Ecological (Myotis septentrionalis) Services Field Office Birds Bald Eagle (Haliaeetus Protected Great Lakes -Big Rivers leucocephalus) under the Bald Region (Region 3) and Golden Eagle Protection Act WEPG 3 Wetlands and Environmental Planning Group Vineyards —Threatened /Endangered/ Protected Species Evaluation Three plant species with federal protection were included in the survey efforts: • Schweinitz's Sunflower (Helianthus schweinitzii), listed as Federally Endangered, is typically found in open habitats which historically have been maintained by wildfires and grazing bison and elk herds. Now most occurrences are limited to roadsides, woodland and field edges, and utility rights-of-way (ROW). • Smooth Coneflower (Echinacea laevigata), listed as Federally Endangered, is typically found in open woods, cedar barrens, roadsides, clear cuts, dry limestone bluffs and power line rights-of-way, requiring abundant sunlight and little competition from other plant species. • Michaux's Sumac (Rhus michauxii), listed as Federally Endangered, requires habitat of sandy forests and woodland edges. This species requires periodic fire as a part of its ecology. A total of three 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 W hibernating in caves and mines, called hibernacula. W W W W W W WEPG 4 Wetlands and Environmental Planning Group Vineyards —Threatened /Endangered/ Protected Species Evaluation F,ESULTS:W The Vineyards site is primarily covered with successional woods; a large north/south oriented power line right of way, a small east/west oriented power line right of way; numerous dirt roads and trails; a mobile home park; several old home sites with scattered trash piles and rubble; and is disturbed throughout. Norfolk Southern Railway is along the northern property boundary and has a shaded, maintained right-of-way. Amos Smith Road has overhead power lines along its corridor. The roadsides and power lines and edges were a focus of investigation because the three plant species of concern could potentially occur in this disturbed, open, habitat. The wooded uplands and slopes were also investigated. The majority of the site is covered with a successional forest that is composed of Loblolly Pine (Pinus taeda) dominated stands with successional hardwoods mixed within the canopy and subcanopy on the uplands, and grades into a hardwood dominated forest on the steeper slopes and drainages. Some of the largest trees are over 2 ft. in diameter, with the average diameter at breast height (DBH) at 12". Canopy trees include Loblolly Pine (Pinus taeda), Shortleaf Pine (P. echinata), Virginia Pine (P. virginiana), Yellow Poplar (Liriodendron tulipifera), White Oak (Quercus alba), Northern Red Oak (Q. rubra), Southern Red Oak (Q. falcata), Black Oak (Q. velutina), Willow Oak (Q. phellos), Post Oak (Q. stellata), Shagbark Hickory (Carya ovata), Mockernut Hickory (C. tomentosa), Pignut Hickory (C. glabra), Sweetgum (Liquidambar styraciflua), Cottonwood (Populus deltoides), and Sycamore (Platanus occidentalis). The subcanopy contains Honey Locust (Gleditsia triacanthos), Sourwood (Oxydendrum arboreum), American Beech (Fagus grandifolius), Ironwood (Carpinus caroliniana), American Holly (Ilex opaca), Red Maple (Acer rubrum), Eastern Red Cedar (Juniperus virginiana), Flowering Dogwood (Cornus florida), Hackberry (Celtis laevigata), Redbud (Cercis canadensis), Red Mulberry (Morus rubra), Black Gum (Nyssa sylvatica), Winged Elm (Ulmus alata), and Black Cherry (Prunus serotina). The shrub layer is dominated by Autumn Olive (Elaeagnus umbellata), but other species present include Spicebush (Lindera benzoin), Blueberry (Vaccinium sp.), Paw Paw (Asimina triloba) and Chinese Privet (Ligustrum sinense). Vines present are Catbrier (Smilax spp.), Japanese Honeysuckle (Lonicera japonica), Crossvine (Bignoinia capreolata), Trumpet Creeper (Campsis radicans), Virginia Creeper (Parthenocissus quinquefolia), Muscadine (Vitis rotundifolia), and Poison Ivy (Toxicodendron radicans). The herb layer is sparse on the drier uplands and slopes, becoming more dense on the lower slopes and drainages, and includes Christmas Fern (Polystichum acrostichoides), Crane -fly Orchid (Tipularia discolor), Spotted Wintergreen (Chimaphila maculata), Dayflower (Commelina sp.), Grapefern (Botrychium sp.), River Oats (Chasmanthium latifolium), and Japanese Stiltgrass (Microstegium vimineum). Wetlands and Environmental Planning Group Lennard S. Rirdnar. PLLC. Vineyards —Threatened /Endangered/ Protected Species Evaluation The disturbed, open, roadsides and power lines are dominated by planted Fescue (Festuca sp.) with mixed shrubs, vines and herbs that typically occur in this habitat. Woody species present are small tree saplings of Pines, Sweet -gum and Tulip Poplar, and shrubs of Blackberry (Rubus sp.), Russian Olive, Chinese Privet, Smooth Sumac (Rhus glabra), and Groundsel Tree (Baccharis halimifolia). Herbs present are Johnson grass (Sorghum halepense), Plume Grass (Erianthus contortus), Dog Fennel (Eupatorium capillifolium), Sericea Lespedeza (Lespedeza cuneata), St. John's Wort (Hypericum sp.), Queen Anne's Lace (Daucus carota), Pokeweed (Phytolacca americana), Common Milkweed (Asclepias tuberosus), Rabbit Tobacco (Gnapthalium obtusifolium), Tickseed (Coreopsis major), Ragweed (Ambrosia artemisiifolia), Goldenrod (Solidago sp.), Beggars Ticks (Desmodium sp.), and Thoroughwort (Eupatorium Threatenedly6ndangered/Protectedy6pecieslesultsw • All potential habitats for Schweinitz's Sunflower, Michaux's Sumac and Smooth Coneflower along the roadside corridors, power lines, and woods edges were closely examined and none of these species were present. • No Bald Eagles were seen nor were any nesting sites observed. • Streams on site do not appear to have the habitat characteristics required to support populations of the Carolina Heelsplitter, and they have not been reported to occur in the watershed. No mussels were observed during the survey nor would any be expected on-site. • Comparing our 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 W long eared bat. w RECOMMENDATIONS: I recommend further consultation with the project planners and engineers regarding coordination with USFWS and other federal and state agencies as needed. Respectfully submitted, Lisa R. Gaffney Biologist March 14, 2016 WEPG 6 Wetlands and Environmental Planning Group Vineyards —Threatened /Endangered/ Protected Species Evaluation W CurricR W: taff Lisaney Biologist / Botanist B.S. Biology, University of North Carolina at Charlotte Ms. Gaffney is a classically trained Botanist and natural resources Biologist, 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, collecting field data and writing reports. • 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, collecting field data and writing reports. • Threatened and Endangered Species Surveys and Natural Communities Evaluation for over 30,000 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. W W Wetlands and Environmental Planning Group Leonard S. Rirdnar. PLLC. Vineyards —Threatened /Endangered /Protected Species Evaluation jgure1:WVICINTIY%APW Rnynr,lw Raw -'8ar & Gnll V{lkinson Blvd 3e °O , SITE Berr 1 a hF q° of��ze tti V ' ergs Crack Rd 7 ti r �„Va,aa o n. C+tl baa FIGURE No. VINEYARDS 1�twii i ' Mecklenburg Co., NC Wedands and Environmental Pimning Group ` VICINITY MAP -WATERS OF THE U.S. \\1� EXISTING CONDITIONS STUDY SUBJECT TO USA CEINCDENR VERIFICATION Rd I 1�zp w :,t Wn I Drawn By: Reviewed By NRN I LSR DATE: 10/12/15 W Wetlands and Environmental Planning Group Leonard S. Rind ner. PLLC. Vineyards —Threatened /Endangered /Protected Species Evaluation jgurev:f1SGS%APW egg "�I Sob ~' su•.. r '� `i _ 1f J' ,' i� .--lion` Alo l � i !dl. snE .a CATAWBA RIVER - LOCATION " �y A. r .' SCALE Lat. 35.2283'N �, �� * '.' ' ' • USGS QUAD 1:24,000 Long: -81.006 °W Belmont/Charlotte ACRES HUC: 03050101 til c +t� �`ti West. NC 127.9 UPPER CATAWBA FIGURE NO. VINEYARDS Drawn By: Reviewed By: 2 Mecklenburg Co-, NC NRN LSR Wedands and Environmental Planning Group DATE' Leonard S_ Rin,dner, PLLC. U5G5 MAP — WATERS OF THE U.S. EXISTING CONDITIONS STUDY 10/12/15 . 0 904-2277 SUBJECT TO USACE/NCDENR VERIFICATION 9 W Wetlands and Envlronmental Planning Group Leonard' S. Rindner. PLLC. Vineyards —Threatened /Endangered/ Protected Species Evaluation jgure1:%SDA%0IL%APW FIGURE NO.L/CrIf' I VINEYARDS 1 prawn By: I Reviewed By: 1 Mecklenburg Co., NC I` NRN L5R DATE; SOILS MAP — WATERS OF THE U.S. EXISTING CONDITIONS STUDY 10/12/15 SUBJECT TO USA CEINCDENR VER;FICATION W Wetlands and Environmental Planning Group Leonard S. Rlndner, PLLC. Vineyards —Threatened /Endangered/ Protected Species Evaluation fjgureI%SDA%OIL%APTEGENDW W Wetlands and Environmental Planning Group Leonard S. Rlndner, PLLC. Vineyards —Threatened /Endangered/ Protected Species Evaluation fjgure1'AERIAL%APW FIGURE NO.LIEDIf" VINEYARDS Drawn By: I Reviewed By: 1 I Mecklenburg Co., NCI C NR N _SR DATE: AERIAL MAP —WATERS OF THE U.S. EXISTING CONDITIONS STUDY 10/12/15 SUBJECT TO USACE/NCDENR VERIFfCATlON W Wetlands and Environmental Planning Group Leonard S. Rlndner, PLLC.