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HomeMy WebLinkAbout20210579 Ver 1_401 Application_20210419Strickland, Bev From: Goss, Stephanie Sent: Monday, April 19, 2021 7:51 AM To: Montalvo, Sheri A Cc: Strickland, Bev Subject: FW: [External] Fwd: Pine Reserve Apartments Attachments: Wetland Exhibit - Pine Reserve.pdf; 47048-EX6.0 STREAM CROSSING PROFILE.pdf; 2017NWP29.pdf; Center Church Form_JD Request Signed.pdf; Center Church_Upland_Datasheets_Atlantic_and_Gulf_Coastal_Plain_Fillable.pdf; Center Church_Wetland_Datasheets_Atlantic_and_Gulf_Coastal_Plain_Fillable.pdf; Center_Church Fig 2 - Wetlands.pdf; Center_Church Fig 2a - Wetlands_20210106.pdf; Center_Church Fig 2b - Wetlands Impact_20210106.pdf; Center_Church Fig 4 - Soils.pdf; Center_Church Fig 3 - Topo.pdf; Center_Church Fig 6 - Flood.pdf; Center_Church Fig 5-NWI.pdf; Center_Church Flags off site with Topo.pdf; Grading Prelim - Pine Reserve.pdf; ILF-Request-Fillable-Form-June2019.pdf; Parcel 1 info.pdf; Parcel 2 info.pdf; Parcel 3 info.pdf; Pine Reserve Apartments DMS Acceptance Letter.pdf; Signed Center Church_Agent Authorization Letter.pdf; Signed Center Church_Pre-Construction Notification PCN_20201130 (1).pdf; SAW-2020-02152 signed NWP verification_PJD.pdf Sheri, Adam stated he submitted this application electronically, but I am not seeing it in BIMS. BIMS states it is still on hold. Stephanie Z. Goss Environmental Program Consultant Division of Water Resources Raleigh Regional Office 380o Barrett Drive Raleigh, NC 27609 919-791-4256 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Adam Carter [mailto:adam@wetlandnc.com] Sent: Friday, April 16, 2021 4:43 PM To: Goss, Stephanie <stephanie.goss@ncdenr.gov> Subject: [External] Fwd: Pine Reserve Apartments CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Regards, 1 Adam Carter Owner Weiland Solutions, LLC P.O. Box 244 Bunnlevel, NC 28323 (910) 890-2779 Adam@WetlandNC.com www.WetlandNC.com www.linkedin.com/in/adam-carter-wetland Forwarded message From: Adam Carter <adam@wetlandnc.com> Date: Fri, Mar 19, 2021 at 11:39 AM Subject: Fwd: Pine Reserve Apartments To: Goss, Stephanie <stephanie.goss@ncdenr.gov> This email below was sent months ago. I understand the process now with all the pre meeting submissions. Please don't shoot me. Regards, Adam Carter Owner Wetland Solutions, LLC P.O. Box 244 Bunnlevel, NC 28323 (910) 890-2779 Adam@WetlandNC.com www.WedandNC.com www.linkedin.com/in/adam-carter-wetland Forwarded message From: Adam Carter <adam@wetlandnc.com> Date: Wed, Feb 17, 2021 at 12:10 PM Subject: Pine Reserve Apartments To: Goss, Stephanie <stephanie.goss@ncdenr.gov> Hi Stephanie, I hope all is well. Attached is the PJD and NW permit issued by James Lastinger with the Corps a couple of weeks ago. I have attached the 404/401 packet request and done the online submissions as well. The project consists of one road crossing .017ac wetland impact and 60ft of stream impact. Wew are mitigating through NCDMS for credits. Let me know if you have any questions or need additional information. The sediment and erosion control for this project is being submitted today Thank you for your time and consideration. Regards, Adam Carter Owner Weiland Solutions, LLC P.O. Box 244 Bunnlevel, NC 28323 (910) 890-2779 Adam@WetlandNC.com www.WetlandNC.com www.linkedin.com/in/adam-carter-wetland 3 Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing la. Type(s) of approval sought from the Corps: ❑ Section 10 Permit X Section 404 Permit 1 b. Specify Nationwide Permit (NWP) number: NW29 or General Permit (GP) number: lc. Has the NWP or GP number been verified by the Corps? ❑ Yes X No 1 d. Type(s) of approval sought from ❑ 401 Water Quality Certification the DWQ (check all that apply): — Regular ❑ Non-404 Jurisdictional General Permit — Express ❑ Riparian Buffer Authorization X 401 Water Quality Certification 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: For the record only for Corps Permit: ❑ Yes X No ❑ Yes X No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. X Yes ❑ No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes X No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes X No 2. Project Information 2a. Name of project: Center Church Rd 2b. County: Lee 2c. Nearest municipality / town: Sanford 2d. Subdivision name: Pine Reserve Apartments 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: ML Consulting of Sanford 3b. Deed Book and Page No. BK 01394 pg0822 3c. Responsible Party (for LLC if applicable): ML Consulting of Sanford 3d. Street address: 20 Birkdale Way 3e. City, state, zip: Pinehurst, NC 28374 3f. Telephone no.: 910 601 1217 3g. Fax no.: 3h. Email address: randwdevelopment@gmail.com Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: X Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Samuel Adam Carter 5b. Business name (if applicable): Wetland Solutions, LLC 5c. Street address: P.O. Box 244 5d. City, state, zip: Bunnlevel, NC 28323 5e. Telephone no.: 910 890-2779 5f. Fax no.: 5g. Email address: Adam@wetlandnc.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification la. Property identification no. (tax PIN or parcel ID): 9631-34-9072-00, 9631-44-1034-00, 9631-44-0754-00 1 b. Site coordinates (in decimal degrees): Latitude: 35.437756 Longitude: -79.221365 lc. Property size: 16.44 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Raccoon Creek 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Cape Fear 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 land use in the abutting tracts are commercial and residential and forested areas. 3b. List the total estimated acreage of all existing wetlands on the property: 1.91 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 870 3d. Explain the purpose of the proposed project: The purpose of the project is to supply a rd crossing to high ground in order to develop and apartment complex. 3e. Describe the overall project in detail, including the type of equipment to be used: The project will consist of building a road crossing with fill and 42in culvert install. A trackhoe bulldozer will be utilized con -construct and install the roa 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? X Yes ❑ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? X Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Adam Carter Agency/Consultant Company: Wetland Solutions,LLC Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes X No Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes X No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction X Wetlands 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 P Culvert Headwater Wetland Yes Corps 0.17 W2 - Choose one Choose one Yes/No - W3 - Choose one Choose one Yes/No - W4 - Choose one Choose one Yes/No - W5 - Choose one Choose one Yes/No - W6 - Choose one Choose one Yes/No - 2g. Total Wetland Impacts: 17 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 P Culvert UT to Coons Creek PER DWQ 2 60 S2 - Choose one - - S3 - Choose one - - S4 - Choose one - - S5 - Choose one - - S6 - Choose one - - 3h. Total stream and tributary impacts 60 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 individually 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, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. Buffer Impact number — Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 - Yes/No B2 - Yes/No B3 - Yes/No B4 - Yes/No B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The wetlands were delineated; wetland data was process and the narrowest area of the wetland drain was located in oder to construct the Wetland/ Stream crossing to minimize and to avoid a larger impact. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. A silt fence with outlets will be constructed in order to manage all sedimentation during construction. Winter rye, celcer matting will be installed on slopes and a maintenance management plan developed. These BMPs will help keep residual sedimentation from wetland and stream impacts before & after road construction and culvert install. 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? No X Yes ❑ 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 fee program Mitigation X Payment to in -lieu ❑ Permittee Responsible 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: 60 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 acres 4f. Non -riparian wetland mitigation requested: 0.34 acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: Actual impact for wetland is .17 with 2/1 ratio making it .34acs 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ❑ No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? ❑ Yes X No 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes ❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 2b. Does this project require a Stormwater Management Plan? X Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Wetponds will be developed inorder to manage surface hydrology. 2e. Who will be responsible for the review of the Stormwater Management Plan? City of Sanford 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? municipality 3b. Which of the following locally -implemented stormwater management programs apply (check all that apply): ❑ Phase II ❑ NSW ❑ USMP X Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes X No 4. DWQ Stormwater Program Review 4a. Which of the following state -implemented stormwater management programs apply (check all that apply): ❑Coastal counties X HQW ❑ORW ❑Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes X No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? X Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes X No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? ❑ Yes X No 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 (North Carolina) Environmental Policy Act (NEPA/SEPA)? ❑ Yes X No 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: ❑ Yes ❑ No 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, or Riparian Buffer Rules (15A NCAC 2B .0200)? ❑Yes X No 2b. Is this an after -the -fact permit application? ❑Yes X No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes X No 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. Local sewer will be utilized for this project. 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 habitat? ❑ Yes X No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? ❑ Yes X No 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? Information for Planning and Consultation (https://ecos.fws.gov/ipac/) 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? https://www.fisheries.noaa.gov/resource/map/essential-fish-habitat-mapper 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? ❑ Yes X No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? http://www.hpo.ncdcr.gov/ 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? NC Flood Risk Information System f(http://fris.nc.gov/fris/Home.aspx?ST=NC) Samuel Adam Carter Applicant/Agent's Printed Name c d-1 7, ILLe/ ` ea 2, 4A,, 11 30 2020 Date Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 10 of 10 DMS ILF Mitigation Request Statement of Compliance with §143-214.11 & 143-214.20 (link to G.S. 143-214.11) Prior to accessing the Division of Mitigation Services (DMS), state law requires applicants to demonstrate compliance with G.S. § 143-214.11 and 143-214.20. All requests MUST include this form signed and dated by the permit applicant or an authorized agent. Compliance Statement: I have read and understand G.S. § 143-214.11 and 214.20 and have, to the best of my knowledge, complied with the requirements. I understand that participation in the DMS is voluntary and subject to approval by permitting agencies. Please check all that apply: Applicant is a Federal or State Government Entity or a unit of local government meeting the requirements set forth in G.S. 143-214.11 and is not required to purchase credits from a mitigation bank. There are no listed mitigation banks with the credit type I need located in the hydrologic unit where this impact will take place (link to DWR list) Mitigation bank(s) in the hydrologic unit where the impacts will occur have been contacted and credits are not currently available. The DWR or the Corps of Engineers did not approve of the use of a mitigation bank for the required compensatory mitigation for this project. This is a renewal request and the permit application is under review. Bank credits were not available at the time the application was submitted. Enter date permit application was submitted for review: Note: It is the applicant's responsibility to document any inquiries made to private mitigation banks regarding credit availability. SAC initial here I have read and understand the DMS refund policies (attached) ,-,,,,n.ad 4 d„,,,,., c?„,/_,A, Signature of Applicant or Agent 11-30-2020 Date Pine Reserve Apartments Project Name Samuel Adam Carter Printed Name Tramway, Lee County Location Clear Form DIVISION OF MITIGATION SERVICES (DMS) IN -LIEU FEE REQUEST FORM Revised 6/30/2019 Complete requested information, sign and date, email to kelly.williamstncdenr.gov . Attachments are acceptable for clarification purposes (location map, address or lat long is required). Information submitted is subject to NC Public Records Law and may be requested by third parties. Save Form CONTACT INFORMATION 1. Business/Company Name 2. Contact Person APPLICANT'S AGENT APPLICANT Wetland Solutions, LLC Riley & Walker Companies Adam Carter Braden Riley 3. Mailing address P.O. Box 244 20 Birkdale Way 4. City, State, Zip Bunnlevel, NC 28334 Pinehurst, NC 28374 5. Telephone Number 910 890 2779 910 601 1217 6. E-Mail Address Adam@wetlandnc.com randwdevelopment@gmail.com PROJECT INFORMATION 7. Project Name Pine Reserve Apartments 8. Project Location (nearest town, city) Tramway, Sanford 9. Lat-Long Coordinates or attach a map 35.437991 -79.221350 10. County Lee 11. River Basin & 8-digit HUC (link to Map) 03030003 12. Project Type nGovernment pi Private Project Type: other 13. Riparian Wetland Impact (ac.) (e.g., 0.13) .34ac 14. Non -Riparian Wetland Impact (ac.) 15. Coastal Marsh Impact (ac.) 16. Stream Impact (ft.) (e.g. 1,234) Warm Cool Cold 60ft 17. Riparian Buffer Impact (sq. ft.) n/a basin/huc above in #11 Zone 1: Zone 2: 18. Regulatory Agency Staff Contacts USACE: James Lastinger NCDW R: Other: Check (..) below if this request is for a: I I revision to a current acceptance renewal of an expired acceptance extension of unexpired acceptance By signing below, the applicant is confirming they have read and understand the DMS refund policy posted at nceep.net and attached to this form. Signature of Applicant or Authorized Agent: �a.kn G:a.C'i Date: 11/30/2020 Direct questions to Kelly Williams at 919-707-8915 or kelly.williams(c�ncdenr.gov or to the front desk at 919-707-8976 Refund Policy for Fees Paid to DMS In -Lieu Fee Programs (9/21/2009) Purpose: The purpose of this policy is to make clear the circumstances and process under which a permittee can obtain a refund while simultaneously balancing customer service and responsible business practices. This policy applies to all refund requests made on or after the publication date of this policy. Policy Statement: The policy of DMS is to allow for refunds under certain conditions. 1. All refund requests must be made in writing to the DMS In -Lieu Fee Program Coordinator at kelly.williams@ncdenr.gov. 2. All refund requests are subject to fund availability. DMS does not guarantee fund availability for any request. 3. The request must either come from the entity that made the payment or from an authorized agent. Third parties requesting refunds must provide written authorization from the entity that made the payment specifying the name and address of the authorized refund recipient. 4. Refund requests related to unintended overpayments, typographical errors or incorrect invoices should be brought the attention of the In -Lieu Fee Program Coordinator as soon as possible. Such requests are typically approved without delay. 5. Payments made under an incremental payment arrangement are not eligible for refunds. 6. Refund requests made within nine months of payment to DMS will only be considered for requests associated with projects that have been terminated or modified where the permittee's mitigation requirements have been reduced. Such requests must be accompanied by written verification from the permitting agency that the project has been canceled, the permits have been rescinded or have been modified, or the mitigation requirements have been reduced. 7. Refund requests made more than nine months from the payment date will only be considered for permits that were terminated or modified to not require any mitigation. Such requests must be accompanied by written verification from the permitting agency that the project has been canceled, the permits have been rescinded and/or mitigation is no longer required. 8. Refund requests not meeting the criteria specified above are not eligible for a refund. 9. Refund requests that meet the criteria above will be elevated to DMS Senior Management for review. The following considerations apply to all refund requests: a. availability of funds after consideration of all existing project and regulatory obligations b. the date the payment was made c. the likelihood DMS can use the mitigation procured using the payment to meet other mitigation requirements 10. Once a refund has been approved, the refund recipient must provide a completed W-9 form to the DMS In -Lieu fee Program Coordinator within two weeks in order to process the refund though the State Controller's Office. 11. All decisions shall be final. ROY COOPER Governor MICHAEL S. REGAN Secretary TIM BAUMGARTNER Director Braden Riley Riley and Walker Companies 20 Birkdale Way Pinehurst, NC 28374 NORTH CAROLINA Environmental Quality December 1, 2020 Expiration of Acceptance: 6/1/2021 Project: Pine Reserve Apartments County: Lee 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. River Basin Impact Location (8-digit HUC) Impact Type Impact Quantity Cape Fear 03030003 Riparian Wetland 0.34 Cape Fear 03030003 Warm Stream 60 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@ncdenr.gov. cc: Adam Carter, agent Sincerely, FOR James. B Stanfill Asset Management Supervisor NORTH CAROLINA f Department of Environmental Quality /— North Carolina Department of Environmental Quality I Division of Mitigation Services 217 W. Jones Street 11652 Mail Service Center I Raleigh, North Carolina 27699-1652 919.707.8976 OLUTIONS LL Agent Authorization Letter November 6, 2020 Owner Information Owner Name : Braden Riley Riley & Walker Companies Mailing Address: 20 Birkdale Way City, State, Zip: Pinehurst, NC 28374 Phone#: 910-601-1217 Property Description PIN: 9631-44-0754-00 Project: Pine Reserve Apartments Address: 0 Jefferson Davis HWY County: Lee I, Braden Riley , as owner/agent of the above referenced property, authorize the US Army Corps of Engineers and NCDWR to enter the subject property for the purpose of a jurisdictional determination. I also authorize Mr. Adam Carter of Wetland Solutions, LLC to act in my behalf as my agent in processing applications for wetland certification and/or permits. gtaidadi Age3 Signature Managing Member 11/6/2020 Title Date Wetland Solutions, LLC PO Box 244 Bunnlevel, NC 28323 (910) 890-2779 Adam@WetlandNC.com www.WetlandNC.com 11/30/2020 ConnectGlS Feature Report ecoNNE2-9g Lee2 Printed November 30, 2020 See Below for Disclaimer Parcels Struts Railroad Lee County Sanford City Limits Broadway Town Limits https://lee2.connectgis.com/DownloadFile.ashx?i=_ags_map626259295c1 a49fb88e99e770695a3ecx.htm&t=printid 1/2 11/30/2020 ConnectGlS Feature Report PIN 9631-34-9072-00 PARID 963134907200 Book 1511 Subdivision Legal 3 69/252, 394/434, 406/395 Mail Address Mail Street PO BOX 766 Mail State NC Out BLDG YRBLT 0 Dwelling DESCR Appraised Total 240900 OBJECTID 1 28249 Acres 0.73748332 Appraised Land 240900 Page 39 Legal 1 TRACT 2 Owner LAKETREE INC Mail Suffix MaiIADRSUF Mail Zip 28390 Sale Date 9/10/1987 12:00:00 AM Dwelling YRBLT 0 Out BLDG Area 0 TaxCard http://taxaccess.leecountync.gov/PT/ Datalets/Datalet.aspx? mode=&UseSearch=no&pin=963134 907200&j u r=000&taxyr=2021 Parcel Address 156 CENTER CHURCH RD Appraised Building 0 Tax District FTW Legal 2 PLAT 2018/128 Owner2 Mail Street Dir Mail City SPRING LAKE Out BLDG Description Dwelling Style Shape Length 827.695153223247 Dwelling SFLA 0 This site is prepared for the inventory of real property found within this jurisdiction and is compiled from recorded deeds, plats and other public records and data. Users of this site are hereby notified that the aforementioned public primary information sources should be consulted for verification of the information contained on this site. The County of Lee and Dude Solutions, Inc. assume no legal responsibility for the information contained on this site. Please be advised that you must contact the Lee County Tax Office for accurate tax values. Please contact the Lee County Appraisal Department if any building information is incorrect. The map, layer, data and website (collectively known as a€cethe layers€0) are for graphical and illustration purposes only. The Lee County Strategic Services Department (hereinafter a€cethe Department6€0) provides the layer and the information contained within to the general public and has not customized the information for any specific or general purpose. Such information was generated from data maintained by different sources and agencies and as such, some limitations may apply based upon restrictions imposed by other sources or agencies supplying data to Lee County (hereinafter a€cethe Countya€0). While the Department strives to make the information on the GIS website as timely, reliable and accurate as possible, neither the Department nor the County local governments make any claims, promises, or guarantees about the accuracy, completeness or adequacy of the contents of the layer. Areas depicted are approximate and are not necessarily accurate to mapping, surveying or engineering standards. The County expressly disclaims liability for errors and omissions in the contents of this site and layer. No warranty of any type, implied, expressed, statutory, UCC or otherwise, including, but not limited to, the warranties of non -infringement of third party rights, title, accuracy of data, merchantability, or fitness for a particular purpose, is given with respect to the substantive content of this layer or its use in private or commercial financial transactions. The fact of distribution of the layer does not constitute any warranty, express, implied or otherwise. The user assumes the entire risk related to the use of this data. If the user intends to make any legal or financial decision based on this data, the user should independently verify the accuracy of the same. The Strategic Services Department and the Lee County local governments are providing this data "as is.6€0 In no event will any of the foregoing local governments or their officers and employees be liable to you or to any third party for any direct, indirect, incidental, consequential, special or exemplary damages or lost profit resulting from any use or misuse of this data. Unless otherwise noted on an individual document, files, documents, and information contained in this layer may be copied and distributed for non-commercial use, provided they are copied and distributed without alteration. https://lee2.connectgis.com/DownloadFile.ashx?i=_ags_map626259295c1 a49fb88e99e770695a3ecx.htm&t=printid 2/2 11/30/2020 ConnectGlS Feature Report ecoNNE2-9g Lee2 Printed November 30, 2020 See Below for Disclaimer Parcels Struts Railroad Lee County Sanford City Limits ',roadway Town Limits https://lee2.connectgis.com/Download File.ashx?i=_ags_ma pf654d ec814744817ad69fc3a8c2f7098x. htm&t=pri ntid 1/2 11/30/2020 ConnectGlS Feature Report PIN 9631-44-1034-00 PARID 963144103400 Book 1511 Subdivision Legal 3 37/570, 68/262, 120/721 Mail Address Mail Street PO BOX 766 Mail State NC Out BLDG YRBLT 0 Dwelling DESCR Appraised Total 365900 OBJECTID 1 28250 Acres 1.19162056 Appraised Land 365900 Page 39 Legal 1 TRACT 1 Owner LAKETREE INC Mail Suffix MaiIADRSUF Mail Zip 28390 Sale Date 11/8/1971 12:00:00 AM Dwelling YRBLT 0 Out BLDG Area 0 TaxCard http://taxaccess.leecountync.gov/PT/ Datalets/Datalet.aspx? mode=&UseSearch=no&pin=963144 103400&j u r=000&taxyr=2021 Parcel Address 124 CENTER CHURCH RD Appraised Building 0 Tax District FTW Legal 2 PLAT 2018/128 Owner2 Mail Street Dir Mail City SPRING LAKE Out BLDG Description Dwelling Style Shape Length 930.613019008076 Dwelling SFLA 0 This site is prepared for the inventory of real property found within this jurisdiction and is compiled from recorded deeds, plats and other public records and data. Users of this site are hereby notified that the aforementioned public primary information sources should be consulted for verification of the information contained on this site. The County of Lee and Dude Solutions, Inc. assume no legal responsibility for the information contained on this site. Please be advised that you must contact the Lee County Tax Office for accurate tax values. Please contact the Lee County Appraisal Department if any building information is incorrect. The map, layer, data and website (collectively known as a€cethe layers€0) are for graphical and illustration purposes only. The Lee County Strategic Services Department (hereinafter a€cethe Department6€0) provides the layer and the information contained within to the general public and has not customized the information for any specific or general purpose. Such information was generated from data maintained by different sources and agencies and as such, some limitations may apply based upon restrictions imposed by other sources or agencies supplying data to Lee County (hereinafter a€cethe Countya€0). While the Department strives to make the information on the GIS website as timely, reliable and accurate as possible, neither the Department nor the County local governments make any claims, promises, or guarantees about the accuracy, completeness or adequacy of the contents of the layer. Areas depicted are approximate and are not necessarily accurate to mapping, surveying or engineering standards. The County expressly disclaims liability for errors and omissions in the contents of this site and layer. No warranty of any type, implied, expressed, statutory, UCC or otherwise, including, but not limited to, the warranties of non -infringement of third party rights, title, accuracy of data, merchantability, or fitness for a particular purpose, is given with respect to the substantive content of this layer or its use in private or commercial financial transactions. The fact of distribution of the layer does not constitute any warranty, express, implied or otherwise. The user assumes the entire risk related to the use of this data. If the user intends to make any legal or financial decision based on this data, the user should independently verify the accuracy of the same. The Strategic Services Department and the Lee County local governments are providing this data "as is.6€0 In no event will any of the foregoing local governments or their officers and employees be liable to you or to any third party for any direct, indirect, incidental, consequential, special or exemplary damages or lost profit resulting from any use or misuse of this data. Unless otherwise noted on an individual document, files, documents, and information contained in this layer may be copied and distributed for non-commercial use, provided they are copied and distributed without alteration. https://lee2.connectgis.com/DownloadFile.ashx?i=_ags_mapf654dec814744817ad69fc3a8c2f7098x.htm&t=printid 2/2 11/30/2020 ConnectGlS Feature Report ecoNNE2-9g Lee2 Printed November 30, 2020 See Below for Disclaimer Parcels Streets Railroad Lee County Sanford City Limits Broadway Town Limits https://lee2.connectgis.com/Download File.ashx?i=_ags_ma p24a0974fa41 d44ada27f39c95edbb732x.htm&t=printid 1/2 11/30/2020 ConnectGlS Feature Report PIN 9631-44-0754-00 PARID 963144075400 Book 1394 Subdivision Legal 3 1272/574, 1272/583, 1272/586, 1461/673 Mail Street Dir Mail City SANFORD Out BLDG Description Acres Parcel Address 14.50823666 0 JEFFERSON DAVIS HWY Appraised Land Appraised Building 794200 0 Page Tax District 822 CSF Legal 1 Legal 2 TRACT 4 PC 8/93C Owner Owner2 ML CONSULTING OF SANFORD LLC Mail Address Mail Suffix Mail Street PO BOX 487 Mail State NC Out BLDG YRBLT 0 Dwelling Style Dwelling DESCR Shape Length 3361.50346208612 Dwelling SFLA 0 Appraised Total 794200 OBJECTID 1 19759 MaiIADRSUF Mail Zip 27331 Sale Date 7/31/1996 12:00:00 AM Dwelling YRBLT 0 Out BLDG Area 0 TaxCard http://taxaccess.leecou ntync.gov/PT/ Datalets/Datalet.aspx? mode=&UseSearch=no&pin =963144 075400&jur=000&taxyr= 2021 This site is prepared for the inventory of real property found within this jurisdiction and is compiled from recorded deeds, plats and other public records and data. Users of this site are hereby notified that the aforementioned public primary information sources should be consulted for verification of the information contained on this site. The County of Lee and Dude Solutions, Inc. assume no legal responsibility for the information contained on this site. Please be advised that you must contact the Lee County Tax Office for accurate tax values. Please contact the Lee County Appraisal Department if any building information is incorrect. The map, layer, data and website (collectively known as a€cethe layers€0) are for graphical and illustration purposes only. The Lee County Strategic Services Department (hereinafter a€cethe Department6€0) provides the layer and the information contained within to the general public and has not customized the information for any specific or general purpose. Such information was generated from data maintained by different sources and agencies and as such, some limitations may apply based upon restrictions imposed by other sources or agencies supplying data to Lee County (hereinafter a€cethe Countya€0). While the Department strives to make the information on the GIS website as timely, reliable and accurate as possible, neither the Department nor the County local governments make any claims, promises, or guarantees about the accuracy, completeness or adequacy of the contents of the layer. Areas depicted are approximate and are not necessarily accurate to mapping, surveying or engineering standards. The County expressly disclaims liability for errors and omissions in the contents of this site and layer. No warranty of any type, implied, expressed, statutory, UCC or otherwise, including, but not limited to, the warranties of non -infringement of third party rights, title, accuracy of data, merchantability, or fitness for a particular purpose, is given with respect to the substantive content of this layer or its use in private or commercial financial transactions. The fact of distribution of the layer does not constitute any warranty, express, implied or otherwise. The user assumes the entire risk related to the use of this data. If the user intends to make any legal or financial decision based on this data, the user should independently verify the accuracy of the same. The Strategic Services Department and the Lee County local governments are providing this data "as is.6€0 In no event will any of the foregoing local governments or their officers and employees be liable to you or to any third party for any direct, indirect, incidental, consequential, special or exemplary damages or lost profit resulting from any use or misuse of this data. Unless otherwise noted on an individual document, files, documents, and information contained in this layer may be copied and distributed for non-commercial use, provided they are copied and distributed without alteration. https://lee2.connectgis.com/DownloadFile.ashx?i=_ags_map24a0974fa41 d44ada27f39c95edbb732x.htm&t=printid 2/2 Preliminary Sec. 404 Wetlands — 1.91 acres ' 1SO UTIONS LLO P.O. Box 244 Bunnlevel, NC 28323 Project Name: Riley & Walker Development, LLC Location: 124 Center Church Rd, Sanford, NC Property ID: 963144103400, 963134907200, 963144075400 0 100 200 300 400 500 Feet I I I I I Figure: 2 1 inch = 200 feet 23 Nov 2019 O Stream Centerline Pts Stream Type Intermittent — 110 ft i."\,f Perennial — 1.156 ft Center_Church_Parcels Delineation Flags O A1-A49 • B15-B52 �-..Co Preliminary Sec. 404 Wetlands — 1.91 acres SOLUTIONS LLO P.O. Box 244 Bunnlevel, NC 28323 Project Name: Riley & Walker Development, LLC Location: 124 Center Church Rd, Sanford, NC Property ID: 963144103400, 963134907200, 963144075400 Wetland Delineation Map; Aerial: Maxar 11/21/2018 Figure: 2a 1 inch = 150 feet 6 Jan 2021 O Stream Centerline Pts Stream Type Intermittent - 110 ft i."\,f Perennial - 1,156 ft Center_Church_Parcels Delineation Flags O A1-A49 • B15-B52 - Preliminary Sec. 404 Wetlands - 1.91 acres 18O' UTIONB LLC P.O. Box 244 Bunnlevel, NC 28323 EXISTING A! AREA s15 0 100 200 300 400 V JIJJ, /iCI WIJ Ra PJp Il7IVp duIW UIIC' I IPJCI l4UIIIIIIGIIIUy Project Name: Riley & Walker Development, LLC Location: 124 Center Church Rd, Sanford, NC Property ID: 963144103400, 963134907200, 963144075400 Wetland Delineation Map w/Georeferenced Site Plan Impact 500 Feet Figure: 2b 1 inch = 100 feet 6 Jan 2021 ' G11144* 0 500 1,000 1,500 2,000 2,500 Feet T • • • . •• r r-' /i-_�l 771 Center_Church_Parcels Copyright:© 2013.National Geographic Society-i)cGbed 18C' UTICNB LLC P.O. Box 244 Bunnlevel, NC 28323 Project Name: Riley & Walker Development, LLC Location: 124 Center Church Rd, Sanford, NC Property ID: 963144103400, 963134907200, 963144075400 USGS 7.5-Minute Topographic Map; Sanford Quad Figure: 3 1 inch = 1,000 feet 23 Nov 2019 AE) X -3710962200 -u; AE x r X S-AE.� 3710962100 x x 3710962000 • • x 3710963200 3710964 200 x ��1110963100 0 1,000 2,000 3,000 I I I I 4,000 5,000 Feet 3710963000 ouGi Esri, Digital@ USDA. USGS,Arero@RID 3710964100 x Center_Church_Parcels C FIRM Panel Flood Zone AE (100-Year) 1 X (Low Risk) er Community _SO' UTIONS LLC P.O. Box 244 Bunnlevel, NC 28323 Project Name: Riley & Walker Development, LLC Location: 124 Center Church Rd, Sanford, NC Property ID: 963144103400, 963134907200, 963144075400 NC Flood Risk Information System Figure: 6 1 inch = 1,500 feet 23 Nov 2019 Center_Church_Parcels Wetland Type (Cowardin) Freshwater Emergent Wetland Freshwater Forested/Shrub Wetland Freshwater Pond 18O' UTIONB LLC P.O. Box 244 Bunnlevel, NC 28323 Project Name: Riley & Walker Development, LLC Location: 124 Center Church Rd, Sanford, NC Property ID: 963144103400, 963134907200, 963144075400 USFWS National Wetland Inventory (May 2019) Figure: 5 1 inch = 500 feet 23 Nov 2019 ' 1SO UTIONS LLO P.O. Box 244 Bunnlevel, NC 28323 bjb4•b3 b2 1 • •a47 b17 • • a46 b18 a4s+a45 • a44 b19 �a43 • b20 a42 •%20 '41 b21 • • a40 b22 a39 • • b23 a38 • • b24 a37 • • a36 eb25 � a35 b26 • a34 •a33b7 •b28 • • b29 • i3.b3yb32 •a32 a31 b%b35�3:b7• ,38 �9b40 • a30 a16 b4T �a29 ate• •ay5 a11a12 �42b43 • a1R • • • •• a28 •a19 a10 •a9 44 • a27 lt1 ta7 b4 45 • a26 a22 •a5 b4, ,48 24 5 •a4 • a23 •a33 • Center_Church_Flags Project Name: Center Church Location: Sanford, NC Property ID: 0 100 200 300 400 500 Feet I I I I I lcS7ii o,NaUonai Geographic N Figure: 2 1 inch = 182.09 feet 23 Nov 2019 N x _ _ _ _ _ , --472-\ ,_ - i_ , , / \ . /.i (Th/rTh 0 n / / 1, C / L/ / * / L THIS DRAWING PREPARED AT THE RALEIGH OFFICE 5410 Trinity Road, Suite 102 I Raleigh, NC 27607 TEL 919.866.4951 FAX 919.833.8124 www.timmons.com REVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. 470 IC W \ \/ ` V/ \ \A AI' l I \ W / \I/ / VAC W I W \/ �/ WETLAND V / * EXISTING V �/ V \I V \/ �/ V ( CI AREA V ��\ ^ V/ ^p� o, 0.17 AC OF WETLAND DISTURBANCE W ♦° /� �� t / \�1� 7 \ \ \ \ \V / ` I _ - V - - -/-' V - - \', V \I/ W �� \` \v I W \I/ I , - I ` - ; W \ \ I // „ v\ '1' I W c 4 \\ I DATE 10/29/2020 DRAWN BY TIMMONS GROUP :':'•. DESIGNED BY CHECKED 8Y SCALE AS SHOWN PINE RESERVE APARTMENTS SANFORD, LEE COUNTY, NORTH CAROLINA WETLAND DISTURBANCE EXHIBIT y_Ali _ 472--- \ \ _/ - V ^h a• • a I� ' 1 �' V V / / / / �\ / \ — _ (k \ \I/ ? / / / \ / / \ \I \ _\ / I • • / \ _ 476---- - / ' • a I / \ • I — a ° ° I a I SCALE $ \ / M o z 1 "=30' JOB NO. 47048 . Q� \ i ° / / \ / Aa -- _ 4/6 0 30' 60' SHEET ND. � _ 1 1 1 / / / / / \ \ / / / / / / N. N. \ N. \ \ \ —1- 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - •••••\l, \ \ \ \ \ \ \ \ \ \ \ \ \ \ Vi \l, \!r 1 \I' \ / \ \ \ GND \l/\\14-- \\i/ \-1>\ \fr 11Sii\fr\fr \fr\ W\i/ET\v/LAIN\i/DA.:IE:A\fr GND CLO▪ MI /2 GND • mmrmon GND • cgs PA▪ D ILO . grow / / / cni / / / / / / / / / , / , ,, be, , / / / / / / / / / / / / \ / \ \ / / / zz S:\331\47048-Pine_Reserve_Apts\DWG\Sheet\Exhibit\47048-EX4.0-WETL-PROF.dwg I Plotted on 1/4/2021 2:57 PM I by Alex May \ KNOW WHAT'S BELOW. CALL 811 BEFORE YOU DIG. 485 480 475 470 465 460 o • FINISHED GRADE O M O 0.,..---8 inch PVC EW300 TOP 470 INV IN 4( J 69.84 JT 46 EXISTING GRADE — / 301-300 105.00' OF 36" RCP @ 0.10% —8 inch PVC r (0 c 470.74 468.6 co co,— r- m-cc; co co 475.57 466.6 10+00 10+50 11+00 \ co INVERT 465.90' (BURIED 20%) \, GROUND ELEV 466.46 — 467 — — 46 ` 10+00 EW300 \I PROFILE VIEW - STREAM CROSSING \l/ •._ 1 // / 475 / / U) 37/ c-v —� o� -o -n 73 0 op_ -\ / mrnzcy rn 485 480 475 470 465 460 11+50 /- 470 / \ I INVERT 466.00' (BURIED 20%) GROUND ELEV 466.56, PLAN VIEW - STREAM CROSSING 3- 0 0 30 PROFILE SCALE \� \\ ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF SANFORD, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS 0 M co 0 Z SCALE 1 "=30' 30' 60' E 0 U O � O 0 n E rV U .E O 0' X ri >-• • LL VD I—VD O • Lr1 0' J W 1- YOUR VISION ACHIEVED THROUGH OURS. • • • • • • • 0. 0 Z 0 REVISION DESCRIPTION w 0 J DATE 01/04/2021 DRAWN BY 331 DESIGNED BY 331 CHECKED BY J. CHANDLER SCALE AS SHOWN SANFORD - LEE COUNTY - NORTH CAROLINA LIJ J 11 LL 0 CL STREAM CROSSING JOB NO. 47048 SHEET NO. EX6.0 0 > N U 0 w m 3 0 0_ a > 0 0 0 ID 0 0 m C6 (6 0 0 3 0 8 � 0 2 O 2 2, 0 o g T �_ U a= co 00 3 ZN 0 2 Q g 0x O w • o a• 3 0= 7) c6 U 2, • 0 N U C L• O E 0 0 03 a • 0) 0 m • 0 N o_ � • U -02 ON � � • a C m 0 aw � . L WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region Project/Site. Center Church Rd Applicant/owner: Riley & Walker Companies Investigator(s): Adam Carter Landform (hillslope, terrace, etc.): Hillslope Subregion (LRR or MLRA) LRRP City/County: Lee Sampling Date: 11/10/2020 State: NC _ Sampling Point: A7 Section, Township, Range: Sanford Local relief (concave, convex, none): Concave Lat: 35.437423 Long: -79.221252 Slope (%): 4% Datum: NAD83 Soil Map Unit Name: Ch Chewacla silt loam ,0 to 2 percert slopes, frequently flooded NW] classification: Upland Forest Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ Na (If no, explain in Remarks.) Soil or Hydrology J significantly disturbed' Are "Normal Circumstances' present? Yes Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) Are Vegetation Are Vegetation No SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Hydric Soil Present? Wetland Hydrology Present? Yes Yes Yes No No No Is the Sampled Area within a Wetland? Yes I No Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one is required; check all that apply) naurface Water (Al ) []High Water Table (A2) []Saturation (A3) []Water Marks (B1) []Sediment Deposits (B2) []Drift Deposits (B3) []Algal Mat or Crust (B4) [] Iron Deposits (B5) [] Inundation Visible on Aerial Imagery (B7) Water -Stained Leaves (B9) []Aquatic Fauna (B13) []Marl Deposits (B15) (LRR U) []Hydrogen Sulfide Odor (C1) []Oxidized Rhizospheres along Living []Presence of Reduced Iron (C4) [] Recent Iron Reduction in Tilled Soils (C6) [] Thin Muck Surface (C7) []Other (Explain in Remarks) Roots (C3) Secondary Indicators (minimum of two required) n Surface Soil Cracks (B6) []Sparsely Vegetated Concave Surface (B8) []Drainage Patterns (B10) []Moss Trim Lines (B16) []Dry -Season Water Table (C2) []Crayfish Burrows (C8) []Saturation Visible on Aerial Imagery (C9) []Geomorphic Position (D2) []Shallow Aquitard (D3) []FAC-Neutral Test (D5) Sphagnum moss (D8) (LRR T, U) Field Observations: Surface Water Present? Yes n No I=1 Depth (inches): �I Water Table Present? Yes � No I I Depth (inches): Saturation Present? Yes [1 No I —I Depth (inches): (includes capillary fringe) Wetland Hydrology Present? Yes No Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 VEGETATION (Five Strata) — Use scientific names of plants. Sampling Point: A7 Absdute Dominant Indicator kee Stratum (Plrf sire 30ft x 30ft % Cover _Specie2 Status 1. - 2 3 4. - 5. - 6. - 0 = Total Cover 50% of total cover: 0 20% of total cover: 0 .Saolina Stratum (Plot size: 30ft x 30ft 1. 2. - 3 4. 5. - 6.- 50% of total cover: 0 Shrub Stratiim (Plot size: 30ft x 30ft 1 Chinese Privet (Ligustrum sinese) 2 3.- 4- 5.- 0 — Total Cover 20% of total cover: 0 40% Yes FAC 6.- 40 = Total Cover 50% of total cover: 20 20% of total cover: 8 Herb Stratum (Plot size: 30ft x 30ft 1. - 2. - 10. - 0 = Total Cover 50% of total cover: 0 20% of total cover: 0 Woody. Vine Stratum (Plot size: 30ft x 30ft 1. Pueraria montana 2. Grape (Vitis spp.) 3 Cat Greenbrier (Smilax glauca) 58% Yes Puerar 1 % No FACW 1% No FAC 4.- 5.- 60 = Total Cover 50% of total cover: 30 20% of total cover 12 Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 2 (A) Total Number of Dominant Species Across All Strata: 2 (B) Percent of Dominant Species That Are OBL, FACW, or FAC 100 (A/B) Prevalence Index worksheet: Total % Cover of- OBL species x 1 = 0 FACW species x 2 = 0 FAC species x 3 = 0 FACU species x 4 = 0 UPL species x 5 = 0 Column Totals: 0 (A) 0 (B) Prevalence Index B/A= NaN jdrophytic Vegetation Indicators: _ 1 - Rapid Test for Hydrophytic Vegetation ✓ 2 - Dominance Test is >50% 3 - Prevalence Index is <_3.0' Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Five Vegetation Strata: Tree — Woody plants, excluding woody vines, approximately 20 ft (6 m) or more in height and 3 in. (7.6 cm) or larger in diameter at breast height (DBH). Sapling — Woody plants, excluding woody vines, approximately 20 ft (6 m) or more in height and less than 3 in. (7.6 cm) DBH. Shrub — Woody plants, excluding woody vines, approximately 3 to 20 ft (1 to 6 m) in height. Herb — All herbaceous (non -woody) plants, including herbaceous vines, regardless of size, and woody plants, except woody vines, less than approximately 3 ft (1 m) in height. Woody vine — All woody vines, regardless of height. Hydrophytic Vegetation Present? Yes No Remarks: (If observed, list morphological adaptations below). US Army Corps of Engineers Atlantic and Gulf Coastal Plain Regien — Version 2.0 SOIL Sampling Point: A7 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth (inches) Color (moist) Matrix Redox Features 0/0 Color (moist) 0/0 0-3 10YR 5/3 100 3-13 10YR 5/4 100 13-214 10YR 6/4 100 Type' Loc2 Texture Remarks 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. SiL SiL SCL Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) ❑ Polyvalue Below Surface (S8) (LRR S, T, U) El cm Muck (A9) (LRR 0) Histic Epipedon (A2) ❑ Thin Dark Surface (S9) (LRR S, T, U) []2 cm Muck (A10) (LRR S) Black Histic (A3) ❑ Loamy Mucky Mineral (F1) (LRR 0) Reduced Vertic (F18) (outside MLRA 150A,B) RHydrogen Sulfide (A4) ❑ Loamy Gleyed Matrix (F2) Piedmont Floodplain Soils (F19) (LRR P, S, T) Stratified Layers (A5) E Depleted Matrix (F3) ❑ Organic Bodies (A6) (LRR P, T, U) ❑ Redox Dark Surface (F6) ❑ 5 cm Mucky Mineral (A7) (LRR P, T, U) ❑ Depleted Dark Surface (F7) ❑ Muck Presence (A8) (LRR U) ❑ Redox Depressions (F8) ❑ 1 cm Muck (A9) (LRR P, T) ❑ Marl (F10) (LRR U) ❑ Depleted Below Dark Surface (A11) ❑ Depleted Ochric (F11) (MLRA 151) I I Thick Dark Surface (Al2) ❑ Iron -Manganese Masses (F12) (LRR 0, P, T) Coast Prairie Redox (A16) (MLRA 150A) ❑ Umbric Surface (F13) (LRR P, T, U) Sandy Mucky Mineral (S1) (LRR 0, S) ❑ Delta Ochric (F17) (MLRA 151) ❑ Reduced Vertic (F18) (MLRA 150A, 150B) ❑ Piedmont Floodplain Soils (F19) (MLRA 149A) 0 Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) Sandy Gleyed Matrix (S4) Sandy Redox (S5) Stripped Matrix (S6) Dark Surface (S7) (LRR P, S, T, U) H [] Anomalous Bright Loamy Soils (F20) (MLRA 153B) n Red Parent Material (TF2) n Very Shallow Dark Surface (TF12) n Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region Project/Site. Center Church Rd Applicant/owner: Riley & Walker Companies Investigator(s): Adam Carter Landform (hillslope, terrace, etc.): Hilisope Subregion (LRR or MLRA) LRRP City/County: Lee Sampling Date: 11/10/2020 State: NC _ Sampling Point: A7 Section, Township, Range: Sanford Local relief (concave, convex, none): Concave Lat: 35.437756 Long: -79.221365 Soil Map Unit Name: Gh B—Gilead loamy sand, 2 to 8 percent slopes Slope (%): 3% Datum: NAD 83 NW] classification: Headwater Wetland Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.) Soil or Hydrology J significantly disturbed' Are "Normal Circumstances' present? Yes Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) Are Vegetation Are Vegetation No SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Hydric Soil Present? Wetland Hydrology Present? Yes Yes Yes No No No is the Sampled Area within a Wetland? Yes No Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one is required; check all that apply) nSurface Water (Al) nHigh Water Table (A2) []Saturation (A3) []Water Marks (B1) []Sediment Deposits (B2) []Llnft Deposits (B3) []Algal Mat or Crust (B4) [] Iron Deposits (B5) [] Inundation Visible on Aerial Imagery (B7) Water -Stained Leaves (B9) nAquatic Fauna (B13) []Mad Deposits (B15) (LRR U) []Hydrogen Sulfide Odor (C1) nOxidized Rhizospheres along Living []Presence of Reduced Iron (C4) [] Recent Iron Reduction in Tilled Soils (C6) [] Thin Muck Surface (C7) []Other (Explain in Remarks) Roots (C3) Secondary Indicators (minimum of two required) n Surface Soil Cracks (B6) nSparsely Vegetated Concave Surface (B8) []Drainage Patterns (B10) nMass Trim Lines (B16) []Dry -Season Water Table (C2) []Crayfish Burrows (C8) []Saturation Visible on Aerial Imagery (C9) []Geomorphic Position (D2) []Shallow Aquitard (D3) []FAC-Neutral Test (D5) Sphagnum moss (D8) (LRR T, U) Field Observations: Surface Water Present? Yes D No I=1 Depth (inches): �I Water Table Present? Yes � No I I Depth (inches): Saturation Present? Yes D No I —I Depth (inches): 16incheS (includes capillary fringe) Wetland Hydrology Present? Yes No = Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 VEGETATION (Five Strata) — Use scientific names of plants. Sampling Point: A7 aee Stratum (Plrf si,e• 30ft x 30ft Absdute Dominant Indicator % Cover _Specie 2 Status 1 Tulip Poplar (Liriodendron tulipifera) 60% Yes FACU/I 2 3. - 4 5 6. - 60 = Total Cover 50% of total cover: 30 20% of total cover: 12 .Saolina Stratum (Plot size: 30ft X 30ft 1 Tulip Poplar (Liriodendron tulipifera) 20 % Yes FACU/F 2 Red Maple (Acer rubrum) FAC/FF 3. 4. 5. - 6.- 50% of total cover: 10 Shrub Stratum (Plot size: 30ft x 30ft 1 Chinese Privet (Ligustrum sinese) 2 3.- 4- 5.- 6.- 1 = Total Cover 50% of total cover 7 5 20% of total cover: 3 �0 — Total Cover 20% of total cover: 4 15% Yes FAC Herb Stratum (Plot size: 30ft x 30ft 1 Sensitive Fern (Onoclea sensibilis) 2% Yes FACW 2. Barnyard grass (Echinochloa crusgalli) 2% Yes FACW 3. _ Carex, Sedge (Carex spp.) 2% Yes FAC-0 4.. Ebony spleenwort (Asplenium platyneuron) 2% Yes FACU 5. - 7. - 8. - 10. - 8 = Total Cover 50% of total cover: 4 20% of total cover: 1.6 Woody Vine Stratum (Plot size: 30ft x 30ft 1. Grape (Vitis spp.) 2% Yes FACW. 2. Poison Ivy (Toxicodendron radicans) 2°/0 Yes FAC 3 Laurel -leaved Greenbrier, Bamboo Vine (Smilax lauirfolia) 1 % No FACW 4 Honey suckle (Lonicera japonica) 2% Yes FACU 5.- 7 = Total Cover 50% of total cover: 3.5 20% of total cover 1.4 Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 10 (A) Total Number of Dominant Species Across All Strata: 10 (B) Percent of Dominant Species That Are OBL, FACW, or FAC 100 (%VB) Prevalence Index worksheet: Total % Cover of- OBL species x 1 = 0 FACW species x 2 = 0 FAC species x 3 = 0 FACU species x 4 = 0 UPL species x 5 = 0 Column Totals: 0 (A) 0 (B) Prevalence Index B/A= NaN jdrophytic Vegetation Indicators: _ 1 - Rapid Test for Hydrophytic Vegetation ✓ 2 - Dominance Test is >50% 3 - Prevalence Index is <_3.0' Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Five Vegetation Strata: Tree — Woody plants, excluding woody vines, approximately 20 ft (6 m) or more in height and 3 in. (7.6 cm) or larger in diameter at breast height (DBH). Sapling — Woody plants, excluding woody vines, approximately 20 ft (6 m) or more in height and less than 3 in. (7.6 cm) DBH. Shrub — Woody plants, excluding woody vines, approximately 3 to 20 ft (1 to 6 m) in height. Herb — All herbaceous (non -woody) plants, including herbaceous vines, regardless of size, and woody plants, except woody vines, less than approximately 3 ft (1 m) in height. Woody vine — All woody vines, regardless of height. Hydrophytic Vegetation Present? Yes No Remarks: (If observed, list morphological adaptations below). US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 SOIL Sampling Point: A7 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) 0/0 0-10 10YR 3/2 30% 10YR 4/1 70% 10-24 10YR 4/1 90% 10YR 3/2 'Type: C=Concentration, D=Depletion, RM=Reduc Type' Loc2 C M 10% C M ed Matrix, MS=Masked Sand Grains. Texture Remarks LS LS Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, Histosol (A1) ❑ Histic Epipedon (A2) ❑ Black Histic (A3) ❑ HHydrogen Sulfide (A4) Stratified Layers (A5) ❑ ❑ Organic Bodies (A6) (LRR P, T, U) ❑ ❑ 5 cm Mucky Mineral (A7) (LRR P, T, U) ❑ ❑ Muck Presence (A8) (LRR U) ❑ ❑ 1 cm Muck (A9) (LRR P, T) ❑ ❑ Depleted Below Dark Surface (A11) ❑ I I Thick Dark Surface (Al2) ❑ Coast Prairie Redox (A16) (MLRA 150A) ❑ Mucky Mineral (Si) (LRR 0, S) ❑ Sandy Gleyed Matrix (S4) ❑ Sandy Redox (S5) ❑ Stripped Matrix (S6) ❑ !Sandy Dark Surface (S7) (LRR P, S, T, U) unless otherwise noted.) Polyvalue Below Surface (S8) (LRR S, T, U) Thin Dark Surface (S9) (LRR S, T, U) Loamy Mucky Mineral (F1) (LRR 0) Loamy Gleyed Matrix (F2) Depleted Matrix (F3) Redox Dark Surface (F6) Depleted Dark Surface (F7) Redox Depressions (F8) Marl (F10) (LRR U) Depleted Ochric (F11) (MLRA 151) Iron -Manganese Masses (F12) (LRR 0, P, T) Umbric Surface (F13) (LRR P, T, U) Delta Ochric (F17) (MLRA 151) Reduced Vertic (F18) (MLRA 150A, 150B) Piedmont Floodplain Soils (F19) (MLRA 149A) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) Indicators for Problematic Hydric Soils3: M1 cm Muck (A9) (LRR 0) 2 cm Muck (A10) (LRR S) Reduced Vertic (F18) (outside MLRA 150A,B) Piedmont Floodplain Soils (F19) (LRR P, S, T) nAnomalous Bright Loamy Soils (F20) (MLRA 153B) HRed Parent Material (TF2) Very Shallow Dark Surface (TF12) n Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No Remarks. Data point is abutting wetlands to stream. Layered sedimentation that has slowly converted to hydric soils, but is becoming relic because of incised stream not supplying hydrolgy to abutting wetlands consistently. US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0