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HomeMy WebLinkAbout20190834 Ver 1_Complete PCN Combined_20190618Preliminary ORM Data Entry Fields for New Actions WEPG and Environmental Planning Group Leonard S. Rindner, PLLC. SAW — 2018 - 02368 BEGIN DATE [Received Date]: Prepare file folder ❑ 1. Project Name [PCN Form A2a]: Solis Chestnut Farm 2. Work Type: Private W1 Institutional ❑ Assign Action ID Number in ORM ❑ Government ❑ Commercial ❑ 3. Project Description / Purpose [PCN Form 133d and 133e]: PCN for a Residential Development 4. Property Owner/ Applicant [PCN Form A3 or A4]: Terwilliger Pappas Multi -Family Partners 5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Leonard S. Rindner, PLLC / WEPG 6. Related Action ID Number(s) [PCN Form 135b]: 7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form B1b]: 35.0641 N/-80.7305, Charlotte, NC 8. Project Location - Tax Parcel ID [PCN Form 131a]: 06087001 9. Project Location — County [PCN Form A2b]: Union 10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Charlotte 11. Project Information — Nearest Waterbody [PCN Form 132a]: Sixmile Creek 12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form 132c]: 03050103 - Catawba Authorization: Section 10 ❑ Section 404 ❑V Section 10 & 404 ❑ Regulatory Action Type: ❑ Standard Permit U Nationwide Permit # 25 & 29 ❑ Regional General Permit # ❑ Jurisdictional Determination Request ❑ Pre -Application Request ❑ Unauthorized Activity ❑ Compliance ❑ No Permit Required Revised 20150602 Wetlands and Environmental Planning Group June 17, 2019 Mr. Bryan Roden -Reynolds U.S. Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Asheville, NC 28801-5006 Mr. Alan Johnson NCDEQ Division of Water Resources 610 East Center Street, Suite 301, Moorseville, NC 28115 Ms. Tamara Eplin NCDEQ Division of Water Resources 610 East Center Street, Suite 301, Moorseville, NC 28115 Ms. Karen Higgins NCDEQ Division of Water Resources Wetlands & Storm Water Branch 512 North Salisbury Street, Raleigh, NC 27604 Mr. Byron Hamstead U.S. Fish and Wildlife Service Asheville Field Office 160 Zillicoa Street, Asheville, NC 28801 Leonard S. Rindner, PLLC. Subject: SAW -2018-02368; Pre -Construction Notification for NWPs # 25 & 29 for the Solis Chestnut Farm site, Stallings, Union County, NC. Ms. Higgins and Eplin, and Messrs. Roden -Reynolds, Johnson, and Hamstead, Enclosed is a request for a Nationwide Permits # 25 & 29 for the approximate 31.2 -acre site known as the Solis Chestnut Farm site located northwest of the intersection of Chestnut Lane and Weddington-Matthews Rd in Stallings, NC. NWP #25 will be utilized to secure posts and stable footings for a pedestrian bridge in accordance with conditions. The site is a proposed residential development and consists of three streams and three wetlands. A preliminary jurisdictional determination was field -verified and approved by Bryan Roden -Reynolds on January 23, 2019 (SAW -2018-02368). Please refer to the Jurisdictional Determination section for information on onsite surface waters. Charlotte Office: www.wetlands-epg.com Asheville Office: 10612-D Providence Rd. 1070 Tunnel Rd- Bldg. I PMB 550 Suite 10, PMB 283 Charlotte, NC 28277 Asheville, NC 28805 (704)904-2277 1 len.rindner@wetlands-epg.com Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. As shown on the attached exhibits, the proposed project will include impacts to one wetland (Wetland IA) for grading and fill for an access road and associated parking. Overall impacts to site surface waters associated with the proposed development were limited through site selection location, design, location/orientation of the proposed lots and access routes. Due to the location of the features, opportunities to completely avoid these features were limited. One road crossing has been eliminated from the original proposed design through discussions with the Town of Stallings. A large portion of the site will dedicated to undeveloped tree save space and all utility crossings will be bored. A proposed catch basin will be installed at Wetland IA to maintain hydrology for the large majority of the wetland that will remain undisturbed. The total permanent impacts proposed include 0.092 ac of wetland (Wetland IA) and 7,542 sf of riparian buffer (along Streams A & D). Efforts of impact minimization were implemented during the design to preserve the existing channel hydrology and limit adverse effects to existing, onsite natural habitat. The site is in compliance with stormwater detention and treatment requirements. A pre -application meeting with the NCDEQ (Alan Johnson and Tamara Eplin) was held on 6/4/19 in order to address the proposed buffer impacts. In accordance with those discussions, particular efforts have been taken to design/locate stormwater outfalls in order to maintain hydrology that flows through the buffer as close to the heads of streams as possible. For the large, centrally located BMP a flat, wide infiltration swale will be used to avoid additional permanent impacts from piping. Buffer impacts will be mitigated through replanting/seeding — impacted areas will be stabilized and planted with native seed mixes and native woody plantings and allowed to naturalize as detailed on the exhibits. The applicant has demonstrated substantial avoidance and minimization efforts in which all of the 1,909 linear feet of stream channel and abutting wetlands and 95% of the 2.03 ac surveyed wetlands onsite will be avoided on the project. To compensate for the anticipated permanent impacts, the applicant is proposing payment to the NCDMS at a 2:1 ratio for 0.092 acres of riparian wetland. A copy of the In -lieu fee acceptance letter is attached. Also enclosed is a copy of our Threatened/Endangered Species Evaluation for the site. No listed species were identified within the project area and we believe that there will be no effect on listed species or their critical habitat as designated under Section 7 of the Endangered Species Act. Please refer to the Threatened and Endangered Species Evaluation Section for additional details on the terrestrial species evaluation. Thank you for your consideration and please contact me if you have any questions, (336) 554-2728 or email at daniel.kuefler@wetlands-epg.com. Sincerely, Daniel Kuefler Environmental Scientist Len Rindner, PWS Principal Charlotte Office: www.wetlands-epg.com Asheville Office: 10612-D Providence Rd. 1070 Tunnel Rd., Bldg. I PMB 550 Suite 10, PMB 283 Charlotte, NC 28277 Asheville, NC 28805 (704)904-2277 2 len.rindner@wetlands-epg.com Permit Application Office Use Only: Corps action ID no. 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: 25 & 29 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes NX No 1d. Type(s) of approval sought from the DWQ (check all that apply): ❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes X❑ No For the record only for Corps Permit: ❑ Yes 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. ❑X Yes ❑ No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. N Yes ❑X No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No 2. Project Information 2a. Name of project: Solis Chestnut Farm 2b. County: Union 2c. Nearest municipality / town: Charlotte / Stallings 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Union Power Cooperative 3b. Deed Book and Page No. 6311-884 3c. Responsible Party (for LLC if applicable): David Gross, VP 3d. Street address: 1525 North Rocky River Road 3e. City, state, zip: Monroe, NC, 28110 3f. Telephone no.: 704-289-3145 3g. Fax no.: 3h. Email address: Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑X Other, specify: Developer 4b. Name: Jeffrey Smith 4c. Business name (if applicable): Terwilliger Pappas Multi-Family Partners 4d. Street address: 4777 Sharon Rd., Ste 550 4e. City, state, zip: Charlotte, NC 28210 4f. Telephone no.: 704-716-3906 4g. Fax no.: 4h. Email address: jsmith@terwilligerpappas.com 5. Agent/Consultant Information (if applicable) 5a. Name: Daniel Kuefler 5b. Business name (if applicable): Leonard S. Rindner, PLLC - Wetlands & Environmental Planning Group 5c. Street address: 10612-D Providence Road, PMB 550 5d. City, state, zip: Charlotte, NC 28227 5e. Telephone no.: 336-554-2728 5f. Fax no.: 5g. Email address: daniel.kuefler@wetlands-epg.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 06087001 1 b. Site coordinates (in decimal degrees): Latitude: 35.2903 Longitude: -80.9827 1 c. Property size: 31.2 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: SixMile Creek 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: 03050103 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The site has three single family home sites with landscaping and turf lawns. The remainder of the site is covered with open fields and mixed pines and hardwoods. The topography is moderately sloped with the elevation ranging from 700 to 750 ft. 3b. List the total estimated acreage of all existing wetlands on the property: 2.03 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,909 3d. The Explain the purpose of the proposed project: project consists of grading, fil, & BMP construction for a residential development. 3e. Describe the overall project in detail, including the type of equipment to be used: Excavation and grading of the site will use standard equipment - excavator, dump trucks, track hoe, etc. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project includin all prior phases in the past? 0 Yes ❑ No ❑ Unknown Comments: pJD approved 11/19/2018 (SAW -2018-02368) 4b. If the Corps made the jurisdictional determination, what type of determination was made? 0 Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Nic Nelson Agency/Consultant Company: WEPG Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. A Preliminary Jurisdictional Determination request was submitted on 12/28/18 (SAW -2018-02368) and was field -verified by Bryan Roden -Reynolds (USAGE) on 1/23/19. A copy of the PJD Approval letter is attached. 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 0 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 ❑X 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 Bottomland Hardwood Forest Yes Corps 0.092 W2 T Construction Access Bottomland Hardwood Forest Yes Corps 0.001 W3 - Choose one Choose one Yes/No W4 - Choose one Choose one Yes/No W5 - Choose one Choose one Yes/No W6 - Choose one Choose one Yes/No 2g. Total Wetland Impacts: 0.093 2h. Comments: Of the wetland impacts proposed 0.001 ac (30 SF) of temporary impacts will be required for the construction of a catch basin downslope of the impacted area - this structure will capture and maintain hydrology to the majority of the wetland which will remain undisturbed. 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 - Choose one Choose O2 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. Buffer Impact number — Permanent (P) or Temporary T 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet B1 - Due to numerous small temporary impacts Yes/No B2 - additional space was required - please see Yes/No B3 - the attached table immediately following this form. Yes/No B4 - Yes/No B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: 24,688 6i. Comments: Please refer to the attached table immediately following the PCN form for a description of the proposed buffer impacts. Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Due to the location of the on site streams and wetland, opportunities to avoid these areas were limited. Impacts to site surface waters associated with the proposed development were limited through site selection location, design, location/orientation of the proposed lots and access routes. One road crossing has been eliminated from the original proposed design through discussions with the Town of Stallings. A large portion of the site will dedicated to undeveloped tree save space. All utility crossings will be bored. Buffer impacts will be restored/enhanced as detailed on the exhibits. 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. A catch basin will be installed to maintain hydrology to the impacted wetland. BMP outfalls have been located to ensure hydrology flows through the riparian buffer near the head of streams - a naturalized drainage swale will be implemented to avoid the use of additional piping & associated permanent impacts. A pedestrian bridge with concrete footings is proposed to minimized wetland impacts. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ❑X Yes ❑ No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑X Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑X Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Type: Choose one Type: Choose one Quantity: Quantity: Quantity: 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑X 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: 0.092 acres 4f. Non -riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: A 2:1 ratio is proposed for the wetland impacts. 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 ❑X Yes ❑ 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). Permittee responsible riparian buffer restoration. Please see below and cover letter for an explanation of buffer mitigation requirements. Buffer impacts will be mitigated per discussions with Alan Johnson. Temporary impacts to the buffer will be reestablished by planting 6h. Comments: native woody vegetation ( minimum 260 stems/ac). Permanent impacts will be restored as indicated on exhibits. Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ❑X No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes ❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 28 2b. Does this project require a Stormwater Management Plan? ❑X Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Storm water on the site will be handled by facilities shown on the attached plans. The stormwater plan has not yet been submitted to the town of Stallings but will be designed to meet their criteria. 2e. Who will be responsible for the review of the Stormwater Management Plan? Town of Stallings 3. Certified Local Government Stormwater Review 3a. In which localgovernment's jurisdiction is thisproject? Town of Stallings ❑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 El Yes ❑X No attached? 4. DWQ Stormwater Program Review El Coastal counties ❑ HQW 4a. Which of the following state -implemented stormwater management programs apply ❑ORW (check all that apply): F-1 Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑X No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form - Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ❑ Yes ❑X No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ❑ Yes ❑ No letter.) Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, El Yes ❑X No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after -the -fact permit application? El Yes ❑X No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in F1 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. 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. facility Wastewater generated on the site will be transported to the nearest treatment via sewer lines. Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes ❑X No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ❑X No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. - 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? A threatened/Endangered species assessment was conducted in which no species were identified, as noted in the included T&E report. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? No essential fish habitat in this region. 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ❑X No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? SHPO's website: http://gis.ncdcr.gov/hpoweb/ 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? ❑ 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://gis-web.co.union.nc.us Digitally signed by Daniel Kuefler DN: cn=Daniel Kuefler, o=WEPG, ou, Daniel Kuefler email=daniel.kuefler@wetlands- Daniel Kuefler epg.com, c=Us Date: 2019.06.1715:24:38-04'00' 06-17-2019 Applicant/Agent's Printed Name Date Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant isprovided.) Page 10 of 10 Wetlands and Environmental Planning Group Solis Chestnut Farms — POST -CONSTRUCTION NOTIFICATION (PCN) FORM Table 6. Summary of Proposed Buffer Impacts PCN Form - Table 6 . Proposed Buffer Impacts Leonard S. Rindner, PLLC. Buffer Impact Buffer mitigation Zone 1 impact Zone 2 impact (square number Permanent Reason for impact Stream Name required? (square feet) feet) (P) or Temporary 1- P Maintenance Stream A No 1,516 n/a Easement 1- T Construction Access Stream A No 2,773 n/a 2 - T Construction Access Stream A No 5,650 n/a 3 - P Maintenance Stream A No 1,670 n/a Easement 3 - T Construction Access Stream A No 4,406 n/a 4 P Maintenance Stream D No 4,062 n/a Easement 4-T Construction Access Stream D No 3,173 n/a Maintenance 5 P Stream A No 294 n/a Easement 5-T Construction Access Stream A No 1,144 n/a 7,542 (24,688) n/a *Buffer impacts will be mitigated per discussions with Alan Johnson. Impacts to the buffer will be mitigated by planting native woody vegetation (minimum 260 stems/acre) and stablizing / seeding with native seed mix. Charlotte Office: 10612-D Providence Rd. PMB 550 Charlotte, NC 28277 (704)904-2277 len. rindner@wetlands-epg.com www.wetiands-epg.com Asheville Office: 1070 Tunnel Rd., Bldg. I Suite 10, PM 283 Asheville, NC 28805 Wetlands and Environmental Planning Group Agent Authorization Letter Leonard S. Rindner, 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. R.indner, 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: Solis Chestnut Farm Property Address: Matthews Weddington Road, Charlotte, NC, 28105 Parcel Identification Number (PIN): 06087001 Select one: I am an interested buyerlseller Name: Jeffrey Smith Company: Terwilliger Pappas Multi -Family Partners Mailing Address: 4777 Sharon Rd. Ste 550, Charlotte, NC 28210 Telephone Number: 704-716-3906 Electronic Mail Address: jsmith@terwilligerpappas.com InterWed .buyer"Fl Other` * The Interested Buyer/Other acknowledges that an agreement and/or formal contract to purchase and/or conduct due diligence activities exists hetween the current property owner and the signatory of this authorization in cases where the property is not owned by the signatwy. Charlotte Office: 10612-0 Providence Rd. PM8 550 Charlotte, NC 28277 (704)904-2277 le n. rind ner @wetly nds-epg. corn www.we t I a nds-epg. com Asheville Office: 1070 Tunnel Rd., Bldg. I Suite 10, PM8 283 Asheville, NC 28805 ROY COOPER Governor MICHAEL. S. REGAN Secretary TIM BAUMGARTNER Director Jeffrey Smith Terwilliger Pappas Multi -Family Partners 4777 Sharon Road Suite 550 Charlotte, NC 28210 Project: Solis Chestnut Farm NORTH CAROLINA Environmental Quality May 23, 2019 Expiration of Acceptance: 11/23/2019 County: Union The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this decision does not assure that participation in the DMS in - lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated with the proposed activity including G.S. § 143-214.11. This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website. Based on the information supplied by you in your request to use the DMS, the impacts for which you are requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation required and assigned to DMS for this impact is determined by permitting agencies and may exceed the impact amounts shown below. I River Basin Impact Location Impact Type Impact Quantity {8 -digit HUG} 03050103 Catawba I Riparian Wetland 0.092 *DMS proposes to utilize the Catawba 03 Expanded Service Area to meet the mitigation requirement. Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and 15A NCAC 02B .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need additional information, please contact Kelly Williams at (919) 707-8915. /// Sincerely, l L (f s tanfi Asset Management Supervisor cc: Daniel Kuefler, agent North Carolina Department of Environmental Quality I Division of Mitigation Services 217 W. Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652 919.707.8976 N N Q 1� Maps/Plans MattheVV5 Hemby 13fidi Stallings Lake Park Indian Trail SITE Weddington Wesley Chapel irvin Union A'� d L. r!;4 F C0Hca nef .Prarpck Beatty Park 0 A Sk,ig,mimiry Ad kL' N FIGURE NO. 1 SOLIS CHESTNUT FARM SITE Union/Mecklenburg Co., INC VICINITY MAP -WATERS OF THE U.S. EXISTING CONDITIONS STUDY SUBJECT TO USACEINCDEQ VERIFICATION mar.-blf P&Zzo Resteru_ Chestnut LP. 7r ru t Drawn By: Reviewed By: NRN LSR DATE: 11/12/18 Updated 06/16/19 ,k_ .r 1rf r x�r Rye r I�� #•i� � . " °' 0 iTy • PROJECT BOUNDARY0. * : + STUDY LIMITS '��ikkkkk , Lp� # P r , ' ,46 4 r ^Yk- a_ a e F a FIGURE NO. SOLIS CHESTNUT FARM SITE Drawn By: Reviewed By: Union/Mecklenburg Co., NC NRN LSR AERIAL MAP — WATERS OF THE U.S. DATE: ' EXISTING CONDITIONS STUDY 18 SUBJECT TO USACE/NCDEQ VERIFICATION 11/12//I Updated 6/16/19 34M �1 � "• f q 5r. � .� k ! ! .1.►u Z. I 1 _ r 74 1 A I PROJECT BOUNDARY I I� F.I 4 II STUDY LIMITS �I I f,l 9 � Ayy�i � - •�e� — —�' � �r?. Ei , I .. .,,?.tg � ��.� •rr5 SIXMILE A r• L �, i_„ yx4 Ij Y—:� f .•—�, '`�'+" CREEK ' , .d I r� ,���•. i I '`-� �' I "� — ZA � •- 4 I I � ��.�` � � � -.._� ''�� �. � k ..A�e ``i Oil' I • ; 1 r e" J.u_- - r� = r r — _ ,• =- . `' { " �' �`` LOCATION 40 ♦Y _ xa" M1u r.: { fi -=!i `I1 E` SCALE Lat: 35.0641 °N Lon ; � - e a 1:24,000 g: -80.7305 2W USGS QUAD ACRES HUC: 03050103 Matthews, NC 31.2 LOWER CATAWBA FIGURE NO.I SOLIS CHESTNUT FARM SITE I Drawn By: I Reviewed By: lr 3 A /C DUnion/Mecklenburg Co., NC NRN LSR DATE: USGS MAP 11/12/18 -WATERS OF THE U.S.- Updated EXISTING CONDITIONS STUDY 6/16/19 SUBJECT TO USACE/NCDEQ VERIFICATION r FIGURE NO. 4 SOLIS CHESTNUT FARM SITE Mecklenburg/Union Co., NC Drawn By: I Reviewed By: NRN LSR DATE: NRCS PUBLISHED SOILS MAP -WATERS OF THE U.S.- 11/12/18 EXISTING CONDITIONS STUDY Updated6/16/19 SUBJECT TO USACE/NCDEQ VERIFICATION Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI ApS Appling sandy loam. 2 to 8 percent slopes 30.4 80A% 3.8 10.0% Ce82 Cecil gravelly sandy clay loam, 2 to 8 percent slopes, moderately eroded CeC2 Cecil gravelly sandy clay loam, 8 to 15 percent slopes, moderately eroded 3.6 9.6% Subtotals for Soil Survey Area 37.8 109.4%a Totals for Area of Interest 37.8 1114,0% FIGURE NO. 4 SOLIS CHESTNUT FARM SITE Mecklenburg/Union Co., NC Drawn By: I Reviewed By: NRN LSR DATE: NRCS PUBLISHED SOILS MAP -WATERS OF THE U.S.- 11/12/18 EXISTING CONDITIONS STUDY Updated6/16/19 SUBJECT TO USACE/NCDEQ VERIFICATION lJ�is PROJECT BOUNDARY STUDY LIMITS I IL a G - - � b ra r _ � 1 FIGURE NO. 5 SOLIS CHESTNUT FARM SITE Mecklenburg/Union Co., NC NRCS WEB SOILS MAP -WATERS OF THE U.S.- EXISTING CONDITIONS STUDY SUBJECT TO USACE/NCDEQ VERIFICATION Drawn By: Reviewed By: NRN LSR DATE: 12/18/18 Updated / 6/16/19 Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI ApS Appiing sandy loam. 2 to 8 percent slopes Cecil gravelly sandy clay loam, 2 to 8 percent slopes, moderately eroded 30.4 80A% 3.8 10.0% Ce82 CeC2 Cecil gravelly sandy clay loam, 8 to 15 percent slopes, moderately eroded 3.6 9.6% Subtotals for Soil Survey Area 37.8 109.4% Totals for Area of Interest 37.8 1114,4% FIGURE NO. 5 SOLIS CHESTNUT FARM SITE Mecklenburg/Union Co., NC NRCS WEB SOILS MAP -WATERS OF THE U.S.- EXISTING CONDITIONS STUDY SUBJECT TO USACE/NCDEQ VERIFICATION Drawn By: Reviewed By: NRN LSR DATE: 12/18/18 Updated / 6/16/19 ■WA VICINITY MAP SCALE: 1' = 5000' WETLAND B 12,912 SQ FT (0.30 AC) INTERMITTENT STREAM A / 646 LF �— BREACHED BERM 100' RIPARIAN BUFFER (TYP.) Jf § 1 r / .00, B J / / 1611 !/ i looe 6- / / ` / ' SUBSTATION (NOT A PART) PERRENIAL STREAM C 1 1093 LF WETLAND E 1.3 AC. PERRENIAL STREAM D 170 LF i WETLAND IA — 18,884 SF (0.43 AC) Copyright ®2019 Design Resource Group,PA Thls plan or lowing and any accompanying documents or calculations are the property of Design Resource Group. PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization. d rja DESIGN RESOURCE GROUP LANDSCAPE ARCHITECTURE CIVIL ENGINEERING TRANSPORTATION PLANNING 2459 Wilkinson Blvd, Ste 200 Chadotte, NC 28208 ]04.343.0B08 µ dMM.mm EXISTING EXISTING CONDITIONS 0 150 300 O SCALE: 1" = 300' PROJECT #: 432-015 DRAWN BY: WSM CHECKED BY: THH JUNE 11, 2019 REVISIONS: SHEET 1 (Figure 7) G � U) a Q W U- W coo �/� VJ Z 7 N J U) W' oZM �w� z J r�nr� V O~a �O77 L U) U) J w _ r U S r W v = W U 1 -- EXISTING EXISTING CONDITIONS 0 150 300 O SCALE: 1" = 300' PROJECT #: 432-015 DRAWN BY: WSM CHECKED BY: THH JUNE 11, 2019 REVISIONS: SHEET 1 (Figure 7) drr DESIGN RESOURCE GROUP LANDSCAPE ARCHITECTURE CIVIL ENGINEERING TRANSPORTATION PLANNING 2459 Wilkinson Blvd, Ste 200 Chadotte, NC 28208 ]04.343.0608 _ drgru.com PROPOSED PROPOSED SITE PLAN AND STORMWATER PLAN 050 3000 SCALE: 1" = 300' PROJECT #: 432-015 DRAWN BY: WSM CHECKED BY: THH JUNE 11, 2019 REVISIONS: TOTAL IMPERVIOUS AREA = 380,065 SF (8.72 AC = 28.OR OF SITE AREA) SHEET 2 Copyright 02019 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group. PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization. (Figure R) 75 a Q U <W Wo Q � �/ V) � N U J vi C� �Uo oZM W ItWrD Oz U) J U) J C _ U LLl 2 W U 1 -- PROPOSED PROPOSED SITE PLAN AND STORMWATER PLAN 050 3000 SCALE: 1" = 300' PROJECT #: 432-015 DRAWN BY: WSM CHECKED BY: THH JUNE 11, 2019 REVISIONS: TOTAL IMPERVIOUS AREA = 380,065 SF (8.72 AC = 28.OR OF SITE AREA) SHEET 2 Copyright 02019 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group. PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization. (Figure R) \ l / R� A / -- ol y ' / /o o I 1 o I 3 ------ _��` 6 128"SG I 1 'PINE'. 1 f Eo ; CEPAR IN CHAIN _LIN _K TREE SAVE FENCE1G�S REMAINING WETLAND AREA \�' ® 14,859 SF �� \ ,_ .., .- _• -mac \\ \Y ��- � �\ SURVEYED WETLAND LIMITS I o WETLAND IA — 18,884 SF (0.43 AC) ° 1� nP�K r, 18"SG (vI T GI \ X\ 14"SG (S,WET G NOTES:; 1. WETLAND TO BE RETURNED TO PRE—EXISTING --- 0 CONDITIONS FOLLOWING TEMPORARY IMPACTS: 12" 32"OAK TOPSOIL PLACED ON FABRIC AND REPLACED UPON -- COMPLETION. AREA TO BE RESEEDED WITH NATIVE STABILIZATION MIX. 30"SG \K4,O25 I 1pr ETLAND AREA _\ dr PEN THROAT CATCH BASIN DESIGN RIM ELEV. 733.10 ,o (SEE NOTE 1, THIS SHEET) I RESOURCE TEMPORARY DISTURBAA ""~" SF'1I GROUP NCE 30 � I I > (SEE NOTE 1, THIS SHEET) A-�I LANDSCAPE ARCHITECTURE CIVIL ENGINEERING 7 t O I I lJ TRANSPORTATION PLANNING _ I 148„0777/IAi 2459 W Ikinson Blvd, Ste 200 Charlotte, NC 28208 ' r t �704.343.0608 ✓ 16 "SG ;\.� \ I I I �I www.drgrp.com Ey7 GUM `� 12' I ,��;SG 1, G j' 11"SQ 8TP1NEk1 EFii GUM)LL I��� 1 %!Xi 2,5��` `CSG I I Z Q w X' I (� 5 �ny{y#w JPO `\�`� ��-_,•� I � � Uj � u V o Y I 10 ° i ` \`\`il i i `. ii��+ ">/' , O _j w Z H � Il MV ~ 1x h---- I I _T-__ = ''Io �6"Wfal�t \'` _ 18"MAPLE 1'u I I O _ _ J \ x �_- --,-; "I'll Uj= - I I VUA BUFFER LU N M wo 733.10 PROJECT* 432-015 i I d _ SG lx<. DRAWN BY: WSM CHECKED BY: THH -H- JUNE 11, 2019 � I M PACT AREA 1 R CATCH BASIN i I x. N EXISTING GRADE 0 20 40 " I' A WETLANDS SECTION SCALE:1' = 20' Copyright ©2019 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property, of Design Resource Group, PA; and are intended solely for the use ofthe recipient noted. No third party, use or modification is permitted without written authon,cdon. SHEET 3 (Figure 9) SCALE: 1"= 40' O I I; WETLAND HIGH WATER LEVEL VUA BUFFER o N M wo 733.10 PROJECT* 432-015 i I d _ I 1736 - DRAWN BY: WSM CHECKED BY: THH -H- JUNE 11, 2019 � 1734 - I REVISIONS: 732 - I' A WETLANDS SECTION SCALE:1' = 20' Copyright ©2019 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property, of Design Resource Group, PA; and are intended solely for the use ofthe recipient noted. No third party, use or modification is permitted without written authon,cdon. SHEET 3 (Figure 9) NOTES: 1. TEMPORARY ACCESS CORRIDOR TO BE REESTABLISHED WITH NATIVE SPECIES, WOODED CORRIDOR TO BE REPLANTED AT 260 STEMS/ACRE. 2. DISTURBED AREA AT STORMWATER OUTLET DITCH WILL BE STABILIZED WITH MATTING AND NATIVE STABILIZATION MIX TO PREVENT EROSION. \ INTERMITTENT STREAM A \ \\\ \ 646 LF TREE SAVE FENCE TEMPORARY DISTURBANCE-___ OF BUFFER AREA 5,650 SF (SEE NOTES 1 AND 2 THIS SHEET) ---- STORMWATER OUTLET DIS \� — CHARGE PIPE ° \\ c \ �c, FA \-------- \ %-------------- \\ - — c -------------- TREE SAVE FENCE -`s 100' RIPARIAN BUFFER (TYP.)' \-- � CLEAN WATER BYPASS PIPE \ °, \`\\ FROM EXISTING WETLANDS `\ V `\ GREENWAY TRAIL 10' \ N PERMINENT DISTURBANCE OF BUFFER AREA 1,516 SF TEMPORARY DISTURBANCE OF BUFFER AREA 2,773 SF (SEE NOTE 1 THIS SHEET) JUNE 11, 2019 \ \\ EXISTING TRANSMISSION TOWER ^ \ DUKE TRANSMISSION EASEMENT TRANSMISSION TOWER CLEAR ZONE'S / of I / / PQ d rja DESIGN RESOURCE GROUP LANDSCAPE ARCHITECTURE CIVIL ENGINEERING TRANSPORTATION PLANNING 2459 Wilkinson Blvd, Ste 200 Charlotte, NC 28208 ]04µ343.0B08 tlrgrp.com \ ® SHEET 4 I1 Copyright©2019 Design Resource Group, PA Th, plan or drawing and any accompanying tlocuments or calculations are the property of Design ResoureGreup,PA'.. and are intentled solely for the use of the recipient notetl. No thiN party use or motlification is permitted wilhou[writlen authorization. (Figure l0) IMPACT AREA 2 cn < PROJECT #: 432-015 DRAWNBY WSM CHECKED By: THH Qo JUNE 11, 2019 \ U L o Q Lu Z 7 N J o o Z6 � �0o �cG W � L 0�/�� j �_ c�� co J =�� '^ U) J n= ^ U vJ n ^ W v Lu U ~ \ ® SHEET 4 I1 Copyright©2019 Design Resource Group, PA Th, plan or drawing and any accompanying tlocuments or calculations are the property of Design ResoureGreup,PA'.. and are intentled solely for the use of the recipient notetl. No thiN party use or motlification is permitted wilhou[writlen authorization. (Figure l0) IMPACT AREA 2 0 20 40 O SCALE: 1" = 40' PROJECT #: 432-015 DRAWNBY WSM CHECKED By: THH \ \ JUNE 11, 2019 \ REVISIONS: \ 9, \ ® SHEET 4 I1 Copyright©2019 Design Resource Group, PA Th, plan or drawing and any accompanying tlocuments or calculations are the property of Design ResoureGreup,PA'.. and are intentled solely for the use of the recipient notetl. No thiN party use or motlification is permitted wilhou[writlen authorization. (Figure l0) NOTES: 1. TEMPORARY ACCESS CORRIDOR TO BE / REESTABLISHED WITH NATIVE SPECIES, WOODED / CORRIDOR TO BE REPLANTED AT 260 STEMS/ACRE. / 1000, 48' LONG PEDESTRIAN BRIDGE OVER. / STREAM AND WETLANDS �-) SEE DETAILS SHEET 7 TEMPORARY DISTURBANCE OF BUFFER AREA 14; _ i 4,406 SF (SEE NOTE 1 THIS SHEET) WETLAND B ,.0e/ / / i 6' / ,PERMANENT DISTURBANCE OF BUFFER AREA 12,912 SQ FT 1,670 SF / (0.30 AC.) / / '.1 / / TREE SAVE FENCE INTERMITTENT AMA — 646 LF SURVEYEDOF BANK EM L� 'GREENWAY TRAIL / r100' RIPARIAN BUFFER (TYP.) d rja DESIGN RESOURCE GROUP LANDSCAPE ARCHITECTURE CIVIL ENGINEERING TRANSPORTATION PLANNING 2459 Wilkinson Blvd, Ste 200 Charlotte, NC 28208 W04µ343.0608 drgrp.con, i � IMPACT AREA 3 II /� Q 5 I �o I � U N Q to o ^lJ v—J Z 0 /1 H 00 I L N O� J CHECKEDD THH BY THH JUNE 11, 2019 o 0 z J v U Z 10 v � /� VJ J =moo '^ U)J vJ n= ^ U n ^ W LU U ~ i IMPACT AREA 3 II /� 5 I 0 20 40 O I SCALE: 1"= 40' I / 1 PROJECT #: 432-015 DRAWN Group, PA; and am intended solely for the use ofthe recipient noted. No third party use or modification is permitted without written authodza6on. Fig re 1 1 (Figure CHECKEDD THH BY THH JUNE 11, 2019 REVISIONS: 11611bASHEET 5 Copyright©2019 Design Resource Group, PA Thls plan ur drawing and any accompanying docu—nis orcalculationsarethe property of Design Resource Group, PA; and am intended solely for the use ofthe recipient noted. No third party use or modification is permitted without written authodza6on. Fig re 1 1 (Figure 71 ; 4, \` / NOTES: / '/ice \ � 1. TEMPORARY ACCESS CORRIDOR TO BE REESTABLISHED WITH NATIVE SPECIES, WOODED CORRIDOR TO BE REPLANTED AT 260 STEMS/ACRE. �� PERMANENT MAINTENANCE EASEMENT TO BE RESEEDED WITH NATIVE STABILIZATION MIX. 2. DIRECT BORING - NO IMPACTS TO STREAM D. 3. 20' MIN. PERMANENT EASEMENT PER UNION COUNTY PUBLIC WORKS REGULATIONS. /, PERENNIAL STREAM C 1,093 LF 35'X1 5'X9' DEEP BORE PIT 1/ / SURVEYED TOP (SEE NOTE 2, THIS SHEET) ___694__ -'� , �^ S z:-�'� OF BANK MANHOLE • �!r WETLAND E - 1.3 AC BORED SEWER LINE , / v c /' 00 / o/< PERMANENT SEWER EASEMENT ��� �� / fo / / �o/''; (SEE NOTE 3, THIS SHEET)' —�C\ ��� -- ,�' / /' c/ 10'X10'X14' DEEP RECEIVING PIT �`\ \ ���;' 100' RIPARIAN BUFFER (TYP.) ' �o� / (SEE NOTE 2, THIS SHEET) \ \\ / SEWER LINE I 'yew Ct,y (o .-0 \ — I �l •• / / '/ i / �/ � _� "'�:.; ::.ry0 =Q�=..: • %� � � ^ i � - —IIS / ', / BURRIED SEWER LINE / EXISTING SEWER, CONNECTION PERMANENT DISTURBANCE - -702 \ \ \ \ \ -'' SOF BUFFER AREA 4,062 SF l EXITING SANITARY \ / SEWER EASEMENT \\2104�� \`\ \ \ �\��\�� \\/y\ _TREE SAVE FENCE TEMPORARY DISTURBANCE OF -' ----- SURVEYED TOP OF BANK \\ \\\ \ \\ `�� j \ BUFFER AREA: 3,173 SF PERENNIAL STREAM D.— \ \ ��\�✓ // / (SEE NOTE 1 THIS SHEET) 170 LF -------- 714--------- \ � \ Copyright 9 2019 Design Resource Group, PA This plan or drawing and any accompanying tlocuments or calculations are the property of Design Resource Group, PA'.. and are in[entled solely for the use of the recipient notetl. No thirtl party use or motlification Is permitted without written authorization. dra DESIGN RESOURCE GROUP LANDSCAPE ARCHITECTURE CIVIL ENGINEERING TRANSPORTATION PLANNING 2459 Wilkinson Blvd, Ste 200 Charlotte, NC 28208 ]04µ343.0B08 d grp.com IMPACT AREA 4 i 0 25 50 O SCALE: 11"= 50' PROJECT #: 432-015 DRAWNBY WSM CHECKED By: THH JUNE 11, 2019 REVISIONS: (Figure 12) G Q Q U O N Q LU o Z ro U) N J 0 Z U)Zo Lu � Z ozZ 7 J 0 F_ v U ~p v (DZ H !7�/� W J _ J = < '^ U) J n= ^ U vJ ^ W v = Lu U ~ IMPACT AREA 4 i 0 25 50 O SCALE: 11"= 50' PROJECT #: 432-015 DRAWNBY WSM CHECKED By: THH JUNE 11, 2019 REVISIONS: (Figure 12) NOTES: 1. TEMPORARY ACCESS CORRIDOR TO BE REESTABLISHED WITH NATIVE SPECIES, WOODED CORRIDOR TO BE REPLANTED AT 260 STEMS/ACRE. PERMANENT MAINTENANCE EASEMENT TO BE RESEEDED WITH NATIVE STABILIZATION MIX. 2. 20' MIN. PERMANENT EASEMENT PER UNION COUNTY i I / PUBLIC WORKS REGULATIONS. 0 0/ / I o TEMPORARY DISTURBANCE OF BUFFER AREA 1,144 SF (SEE NOTE 1 THIS SHEET) // �1! WETLAND E — 1.3 AC ,' 1 J/ SURVEYED TOP'S hl/ OF BANK ----fit' �� \��� 4�.. " /17 II ( � � ►/ /' MANHOLE000l / _ -/ /If 3 Fr r DESIGN ' RESOURCE GROUP LANDSCAPE ARCHITECTURE CIVIL ENGINEERING TRANSPORTATION PLANNING 2459 W Ikinson Bald, Ste 200 Charlotte, NC 28208 704.343.0608 —drgrp.com / SEWER LINE ory �I 723.55 > / dy PERMANENT DISTURBANCE'Z OF BUFFER AREA 294 SF' / SEWER EASEMENT (SEE NOTE 2, THIS SHEET) I / 100RIPARIAN BUFFER (TYP.)�� TREE SAVE FENCE i// TRATO NSMI l , /// / Copyright ®2019 DesignResource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use ofthe recipient noted. No third party use or modification is permitted without written authon,mbon IMPACT AREA 5 0 26 50 O SCALE: 1" = 50' PROJECT* 432-015 DRAWN BY: WSM CHECKED BY: THH JUNE 11, 2019 REVISIONS: ;(Figure 13) G 0 < <LL W U W Q rn o W ^ v J� U) Z ~ N � N � J Ur azo ozM W ztli� O z z J Zen F �/� VJ O J ='n ' ^ (J) v) J in = " U W LU W U ~ IMPACT AREA 5 0 26 50 O SCALE: 1" = 50' PROJECT* 432-015 DRAWN BY: WSM CHECKED BY: THH JUNE 11, 2019 REVISIONS: ;(Figure 13) O 0 MODULAR BLOCK WALL (TYP.) SEE MODULAR d. BLOCK WALL p DETAIL c') \ r PLACE 4"X4" POSTS 8' ON CENTER (TYP.) 2"X6" JOIST (TYP.) 5/4"X6" DECK \ BOARD (TYP.) 5/4"X6" CAP (T' 5/4"X6" DECK BOARD (T' 2"X4" HORIZONTAL RAIL (T' LAG BOLT (T' 2"X6" JOIST (T' 2"X6"BEAM (T` 4"X4" POST (T` FINISHED GRADE (VARI METAL STANDOFF BRACI BOLT TO P( ANCHORIN CONCR FOOTING (T` CONCRETE FOOTING (T` COMPACTED SUBGRADE (T` imp BRIDGE CROSS SECTION SEE DETAIL, THIS SHEET ICTOP OF BANK (TYP.) CREEK CENTER (TYP.) BRIDGE TRANSITION SECTION SEE DETAIL, THIS SHEET CROSS SECTION SCALE: 1" = 5' 5/4"X6" DECK BOARD CAP 2X4' RAILING (TYP.) / LAG BOLT (TYP.)- 5/4"X6" DECK BOARD 2"X6" JOIST 2"X6" BEAM TURNDOWN SIDEWALK EDGE CONCRETE SIDEWALK CONCRETE BOLT SEE SIDEWALK DETAIL#" " / COMPACTED SUBGRADE� / 4"X4" POST / SEE BRIDGE SECTION THIS DETAIL PEDESTRIAN BRIDGE PLANj� TRANSITION SECTION SCALE: 1" = 10' v SCALE: 1" = 5' Copyright02019 Design ResourceGroup, PA Th, plan or tlrawimg antl any accompanying documents or calculations are the property of Design Resource Group.PA; antl are I.tend. solely for the use of the recipient noted. No thnd party use or m,d,fic,tiom is permitted without written 110,111 atiom. dria DESIGN RESOURCE GROUP LANDSCAPE ARCHITECTURE CIVIL ENGINEERING TRANSPORTATION PLANNING 2459 Wilkinson Blvd, Ste 200 Charlotte, NC 28208 ]Ow 4.343.0B08 µ drgip.com PEDESTRIAN BRIDGE DETAIL PROJECT #: 432-015 DRAWNBV: WSM CHECKED BY. THH JUNE 11, 2019 REVISIONS: SHEET 8 (Figure 14) � U) a �o � UQ w, o Z 0 7 N � J Z LuUUo wr 0Z" o z J r_II�� Z~� LD Opv �/� C J =�� ��^ vJ VJ J _ r U r S '� w v w U ~ PEDESTRIAN BRIDGE DETAIL PROJECT #: 432-015 DRAWNBV: WSM CHECKED BY. THH JUNE 11, 2019 REVISIONS: SHEET 8 (Figure 14) C O .4-J c� .E v v rag .Jurisdictional Determination Information BREACHED BERM PERENNIAL STREAM C -1,093 If USACE UPLAND FORM DPI USACE WETAND / FORM B WETLAND B -1.1 ac / LIMITS OF APPROVED PJD STUDY AREA (Solid Black Line) WETLAND E -1.3 ac PERENNIAL STREAM D -170 If APPROXIMATE PROJECT BOUNDARY (Dashed Red Line) ***NCDEQ VERIFICATION 1/3/19*** ***USACE VERIFICATION 1/23/19*** FIGURE NO. 15 !.,7.j: 4`1" NCDEQ STREAM FORM A INTERMITTENT STREAM A -646 If 3 Wetland IA -0.65 ac SOLIS CHESTNUT FARM SITE Union/Mecklenburg Co., NC LEG =1110~ ED Project boundary° study limits Stream ® Watland Landscape photo:directioit BREACHED BERM PERENNIAL STREAM C -1,093 If USACE UPLAND FORM DPI USACE WETAND / FORM B WETLAND B -1.1 ac / LIMITS OF APPROVED PJD STUDY AREA (Solid Black Line) WETLAND E -1.3 ac PERENNIAL STREAM D -170 If APPROXIMATE PROJECT BOUNDARY (Dashed Red Line) ***NCDEQ VERIFICATION 1/3/19*** ***USACE VERIFICATION 1/23/19*** FIGURE NO. 15 !.,7.j: 4`1" NCDEQ STREAM FORM A INTERMITTENT STREAM A -646 If 3 Wetland IA -0.65 ac SOLIS CHESTNUT FARM SITE Union/Mecklenburg Co., NC C til USACE UPLAND FORM DP2 7 d Drawn By: I Reviewed By: I LSR DELINEATION MAP - WATERS OF THE U.S. DATE: EXISTING CONDITIONS STUDY 11/19/18 SUBJECT TO USACE/NCDEQ VERIFICATION Updated 121818 USACE WETAND FORM IA C til USACE UPLAND FORM DP2 7 d Drawn By: I Reviewed By: I LSR DELINEATION MAP - WATERS OF THE U.S. DATE: EXISTING CONDITIONS STUDY 11/19/18 SUBJECT TO USACE/NCDEQ VERIFICATION Updated 121818 NON -JURISDICTIONAL SWALE — Subject to NON -JURISDICTIONAL SWALE — Subject to NCDEQ Verification to Remove Six Mile Creek Buffer NCDEQ Verification to Remove Six Mile Creek Buffer — PHOTO 1 — PHOTO 2 Matthews Weddington Road YYC [}G Union Co., NC— 11/19/18 Wetlands and Environmental Planning Group Leonafd 5_ Rindner, PLLC. h /". yy��3q` S t1f� � ,r• '� '.1' .Y `y .r yq�� �� 5 t yt�„� 1w�� .s, c � f! rcy.+ i�,r ,1`� F'. � i4 " �r ` 7fs . °+'�{- �� . r.•.'7.4 �. � � �r��' ♦ Z`Y .!! 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Threatened / Endangered / Protected Species C oariotte Office: 10612-D Providence Rd. PMB 550 Charlotte, NC 28277 (704) 904-2277 I en. ri nd ner@wet Ian ds -epg. co m Evaluation For: Solis Chestnut Farm Matthews-Weddington Road Site Union County, North Carolina By: Lisa R. Gaffney April 29, 2019 www. wetlands-epg.co ri Ashesrile Office: 1070 Tunnel Rd., Bldg. I Suite 10, PMB 283 Asheville, NC 28805 Solis Chestnut Farm - Matthews Weddington Road Site Threatened /Endangered /Protected Species Evaluation GENERAL LANDSCAPE DESCRIPTION: The Solis Chestnut Farm - Matthews Weddington Road Site is +/- 38.51 acres located just west of Matthews Weddington Road, and just southeast of the Mecklenburg County line in Union County, North Carolina. It can be found on the Matthews, NC USGS Topographic Quadrangle Map; latitude is 35.0641 N, longitude is -80.7305 W. The site has three single family home sites with landscaping and turf lawns. The remainder of the site is covered with open fields and mixed pines and hardwoods. The topography is moderately sloped with the elevation ranging from 700 to 750 ft. (Figure 1). Figure 1: 10 W FIG DRE N0. fW1TTHEWS WEDDINGTON RDSflE Drawn E' : Reviewed 6y: 1 A lC D f" I Union/Mecklenburg Co., NC NRN I LSE DATE: USGS NWP dNATERS OF TH E U.S: 11/12/18 EXISTING CONDITIONS STUDY SUBJECT TO USACEIfI CD1E4 V90 CAT? ON Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Solis Chestnut Farm - Matthews Weddington Road Site Threatened / Endangered / Protected Species Evaluation METHODOLOGY: The US Fish and Wildlife Service website http://www.fws.gov/raleigh/species/cntylist/union.htmI was referenced to determine the occurrence of Threatened, Endangered and Protected species for Union 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 of April 14, 2019. Table 1: Threatened / Endangered / Protected Species listed for Union County County: Union, NC *Source: US Fish & Wildlife Service **Data search on Apri115, 2019 Group Name Status Clams Carolina heelsplitter Endangered (Lasmigona decorata) Flowering Schweinitz's sunflower Endangered Plants (Helianthus schweinitzii) Flowering Michaux's sumac (Rhus Endangered Plants michauxii Birds Bald Eagle (Haliaeetus Protected under the Bald leucocephalus) and Golden Eagle Protection Act Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Solis Chestnut Farm - Matthews Weddington Road Site Threatened / Endangered / Protected Species Evaluation SPECIES DESCRIPTIONS: Two plant species with federal protection are listed as potentially occurring in Union County: • Schweinitz's Sunflower (Helianthus schweinitzii), listed as Federally Endangered, is typically found in open habitats which historically have been maintained by wildfires and grazing bison and elk herds. Now most occurrences are limited to roadsides, woodland and field edges, and utility rights-of-way (ROW). • 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. Two animal species with federal protection are listed as potentially occurring in Union 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. Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Solis Chestnut Farm - Matthews Weddington Road Site Threatened / Endangered / Protected Species Evaluation RESULTS: The site has three single family home sites with landscaping and turf lawns. There are sheds and outbuildings, and dirt and gravel roads associated with the residences. There are large fields on the eastern side of the site, and the north and western portions are covered with a mixed hardwood forest. The roadside along Matthews Weddington Road has an overhead power line, and another large power transmission line bisects the site from southwest to northeast. A larger power station is located just adjacent to the site, dovetailed in along the southern boundary. The wooded area is dominated by mixed hardwood trees including Sweetgum (Liquidambarstyraciflua), Tulip Poplar (Liriodendron tulipifera), White Oak (Quercus alba), Black Oak (Q. velutina), Willow Oak (Q. phellos), Mockernut Hickory (Carya tomentosa), Hackberry (Celtis laevigata), White Ash (Fraxinus americana), American Elm (Ulmus americana),and Cottonwood (Populus deltoides). Sub canopy species present are Red Maple (Acer rubrum), Ironwood (Carpinus caroliniana), Eastern Redbud (Cercis canadensis), Flowering Dogwood (Cornus florida), Sourwood (Oxydendrum arboreum), Ironwood (Carpinus caroliniana), and American Holly (Ilex opaca). The shrub layer is dominated by Chinese Privet, but other species present include Spicebush (Lindera benzoin), Blueberry (Vaccinium sp.), Paw Paw (Asimina triloba), Strawberry Bush (Euonymus americanus), and Autumn Olive (Elaeagnus umbellate). 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 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). Semi -open and transitional fringe along the edge of the woods, fields and power line are dominated by common and weedy species including Groundsel Tree (Baccharis haliminifolia), Johnson grass (Sorghum halepense), Sericea Lespedeza (Lespedeza cuneata), Brazilian Vervain (Verbena brasiliense), Sourgrass (Rumex acetosella), Cocklebur (Xanthium strumarium), Ragwort (Packera sp.), Wingstem (Verbesina alternifolia), Broomsedge (Andropogon virginicus), Plume Grass (Erianthus contortus), St. John's Wort (Hypericum gentianoides), Blackberry (Rubus sp.), Multiflora Rose (Rosa multiflora), and Japanese Honeysuckle (Lonicera japonica). The lawns and wooded hedgerows have a mix of mature and semi mature tree species present with White Oak, Willow Oak, Post Oak (Q. stellata), Sweetgum, Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Solis Chestnut Farm - Matthews Weddington Road Site Threatened / Endangered / Protected Species Evaluation Virginia Pine (Pinus virginiana), Loblolly Pine (Pinus taeda), Tulip Poplar, Eastern Red Cedar, and Honey Locust (Gleditsia triacanthos). Threatened & Endangered/Protected Species Results All potential habitats for Schweinitiz's Sunflower and Michaux's Sumac along the power lines, fencerows, roadside, woods and field edges were closely examined. No individuals of Schweinitz's Sunflower or Michaux's Sumac were observed. • There is no Bald Eagle habitat on site, and no eagles or eagle's nests were observed. • This site drains directly to Six Mile Creek, and as such, it may be subject to Six Mile Creek buffer rules. RECOMMENDATIONS: Based on the site investigation and the review of available data, WEPG did not identify any protected species occurring on the subject property. No further investigation of the presence of protected species on this site is recommended at this time. Respectfully submitted, 044z, # 1*e�l Lisa R. Gaffney Biologist April 29, 2019 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Solis Chestnut Farm - Matthews Weddington Road Site Threatened / Endangered / Protected Species Evaluation Curriculum Vitae for: Lisa R. Gaffney Biologist / Botanist B.S. Biology, University of North Carolina at Charlotte Ms. Gaffney is a classically trained botanist and natural resource 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. • Lincoln County NC Natural Heritage Inventory 2000-2001. Organized, directed, and worked in field survey of natural areas in Lincoln County for the North Carolina Natural Heritage Program. • Threatened and Endangered Species Surveys and Natural Communities Evaluation for over 45,000 acres in North and South Carolina, 1996 - present. • Located and identified at least six previously unreported populations of Federally Endangered Schweinitz's Sunflower (Helianthus schweinitzh). • Located and identified four previously unreported populations of Threatened Dwarf Heartleaf (Hexastylis naniflora). • Located a previously unknown population of Federally Endangered Schweinitz's Sunflower at Redlair Farm in Gaston County, NC. This discovery led (in part) to the purchase of the site by the State of North Carolina Plant Conservation Program, now called Redlair Preserve. This population has become a Recovery Site for the species. Participated in numerous Piedmont Prairie restoration projects in Mecklenburg, Union, Cabarrus and Gaston Counties, North Carolina. Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. 2 Approvals / Authorizations SAW -2018-02368 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW -2018-02368 County: Union U.S.G.S. Quad: NC- Matthews NOTIFICATION OF JURISDICTIONAL DETERMINATION Applicant: Terwilliger Pappas Multi -Family Partners Jeffery Smith Address: 4777 Sharon Road, Suite 550 Charlotte, NC 28210 Telephone Number: 704-716-3906 E-mail: a smith(ii),terwilligerpappas.com Size (acres) 38.51 Nearest Town Stallings Nearest Waterway Sixmile Creek River Basin Santee USGS HUC 03050103 Coordinates Latitude: 35.064 Longitude: -80.7305 Location description: The review area is located on the west side of Matthews Weddington Road; approximately 0.3 miles north of the intersection of Matthews Weddington Road and Antioch Church Road. PIN: 06087001. Reference review area descriution shown in Jurisdictional Determination Reauest uackaee entitled "Finure 1. Vicinitv Mau" and Printed Date of 11/12/2018. Indicate Which of the Following Apply: A. Preliminary Determination ® There appear to be waters including wetlands, on the above described project area/property, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The waters including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 12/18/2018. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. ❑ There appear to be waters including wetlands, on the above described project area/property, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the waters including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an effective presumption of CWA/RHA jurisdiction over all of the waters including wetlands, at the project area, which is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters including wetlands, on your project area/property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. B. Approved Determination ❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ There are waters including wetlands, on the above described project area/property subject to the permit requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. SAW -2018-02368 ❑ We recommend you have the waters including wetlands, on your project area/property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. ❑ The waters including wetlands, on your project area/property have been delineated and the delineation has been verified by the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. ❑ The waters including wetlands, have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on DATE. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808-2808 to determine their requirements. Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or placement of structures, or work within navigable waters of the United States without a Department of the Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions regarding this determination and/or the Corps regulatory program, please contact Bryan Roden -Reynolds at 704-510-1440 or bryan.roden-reynolds(& usace. army.mil. C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination form dated 1/23/2019. D. Remarks: None. E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B. above) This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room 10M15 Atlanta, Georgia 30303-8801 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by Not applicable. **It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.** SAW -2018-02368 Oigttally signed by ROOEN REYNOLDS.ERVArvxENNETH.13633855]4 RODEN REYNOLDS.BRYAN.KENNETH.1263385574 DN: :, US, .e S,GK NE b,3a PRI, USA`" RODE" Corps Regulatory Official: Ox 20,90,.33,13316-0 Date of JD: 1/23/2019 Expiration Date of JD: Not applicable The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.anny.mil/cm apex/Pp=136:4:0 Copy furnished: Agent: Wetlands and Environmental Planning Group Daniel Kuefler Address: 10612-D Providence Road, PMB 550 Charlotte, NC 28277 Telephone Number: 336-554-2728 E-mail: daniel.kuefler(&wetlands-epg.com