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HomeMy WebLinkAbout20201492 Ver 1_ePCN Application_20201119DWR mrlslon of Water Resources Pre -Construction Notification (PCN) Form October 26, 2020 Ver 3.3 Initial Review Has this project met the requirements for acceptance in to the review process?* r Yes r No Is this project a public transportation project?* C Yes r No Change only if needed. BIMS # Assigned 20201492 Is a payment required for this project?* r No payment required r Fee received r Fee needed - send electronic notification Reviewing Office * Mooresville Regional Office - (704) 663-1699 Information for Initial Review 1a. Name of project: Nelson Road 1a. Who is the Primary Contact?* Heath Caldwell 1b. Primary Contact Email:* heath.caldwell@v4etlands-epg.com Date Submitted 11/19/2020 Nearest Body of Water Irvine Creek Basin Catawba Water Classification C Site Coordinates Latitude: Longitude: 35.1807-80.6540 Pre -Filing Meeting Information ID# 20201492 Pre -fling Meeting or Request Date* 10/19/2020 Attach documentation of Pre -Filing Meeting Request here:* DWR Pre -Filing Meeting Request Form (4).pdf Version#* 1 What amout is owed?* IT $240.00 r $570.00 Select Project Reviewer* Alan Johnson:eads\adjohnson1 1c. Primary Contact Phone:* (704)999-5279 Version 1 52.25KB A. Processing Information C^U County (or Counties) where the project is located: Mecklenburg Is this a NCDMS Project r Yes r No Is this project a public transportation project?* r Yes r No la. Type(s) of approval sought from the Corps: * Section 404 Permit (wetlands, streams and waters, Clean Water Act) r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) Has this PCN previously been submitted?* r Yes r No 1b. What type(s) of permit(s) do you wish to seek authorization? W Nationwide Permit (NWP) r Regional General Permit (RGP) r Standard (IP) 1c. Has the NWP or GP number been verified by the Corps? r Yes r No Nationwide Permit (NWP) Number: NWP Numbers (for multiple NWPS): 1d. Type(s) of approval sought from the DWR: W 401 Water Quality Certification - Regular r Non-404 Jurisdictional General Permit r Individual Permit 29 - Residential Developments le. Is this notification solely for the record because written approval is not required? For the record only for DWR401 Certification: For the record only for Corps Permit: F 401 Water Quality Certification - E)press F Riparian Buffer Authorization 1f. Is this an after -the -fact permit application?* r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No Acceptance Letter Attachment ILF_duplicate.pdf 1h. Is the project located in any of NC's twenty coastal counties? r Yes r No 1j. Is the project located in a designated trout watershed? r Yes r No B. Applicant Information 1d. Who is applying for the permit? F Owner W Applicant (other than owner) le. Is there an Agent/Consultant for this project?* r Yes r No 2. Owner Information 2a. Name(s) on recorded deed: Judith Orr 2b. Deed book and page no.: 25096-900 2c. Responsible party: 411.41 KB * r Yes r No r Yes r No 2d.Address Street Address 6005 Robin Hollow Drive Address tine 2 aty Charlotte Postal / Zip Code 28227 2e. Telephone Number: (704)545-0491 2g. Email Address:* heath.caldwell@wetlands-epg. com 3. Applicant Information (if different from owner) 3a. Name: Gordon Johnston 3b. Business Name: Century Communities 3c.Address Street Address 7401 Carmel Executive Park Drive Address tine 2 Suite 310 City Charlotte Postal / Zip (ode 28226 3d. Telephone Number: (704)709-2890 3f. Email Address:* amber. lipsky@wetlands-e pg. com 4. Agent/Consultant (if applicable) 4a. Name: Heath Caldwell 4b. Business Name: Wetlands & Environmental Planning Group 4c.Address Street Address 10612-D Providence Road Address tine 2 PMB 550 Qy Charlotte Postal / Zip (ode 28277 4d. Telephone Number: (704)999-5279 4f. Email Address:* heath.Galdvvell@\&etlands-epg.com Agent Authorization Letter* agent auth_duplicate.pdf State / Rwince / Ifgion NC Country USA 2f. Fax Number: State / Rwince / Rion NC Country USA 3e. Fax Number: State / Rwince / Ibgion NC Country USA 4e. Fax Number: 59.9KB C. Project Information and Prior Project History C^U 1. Project Information 1b. Subdivision name: (if appropriate) 1c. Nearest municipality/ town: Mint Hill 2. Project Identification 2a. Property Identification Number: 2b. Property size: 13706520,13706523,13706517,13706502 31.2 2c. Project Address Street Address Address tine 2 aty State / Province / Region Postal / Zip Code Country 3. Surface Waters 3a. Name of the nearest body of water to proposed project:" Irvins Creek 3b. Water Resources Classification of nearest receiving water:* C 3c. What river basin(s) is your project located in?* Catawba 3d. Please provide the 12-digit HUC in which the project is located. 030501030104 4. Project Description and History 4a. 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 is located west of Sunset Drive in Mint Hill, Mecklenburg County, North Carolina. It is almost entirely covered with disturbed successional woods. There is a small lake on site. The topography is gently sloped with the elevation ranging from 730 to 770 ft. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* r Yes r No r- Unknown 4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR) USGS topo_duplicate.pdf 332.72KB 4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR) soils_duplicate.pdf 533.48KB 4f. List the total estimated acreage of all existing wetlands on the property: 0.568 4g. List the total estimated linear feet of all existing streams on the property: 615 4h. Explain the purpose of the proposed project:* Nationwide Permit request for a residential development 4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:* Fill and grading of the site will use standard equipment, excavator, dump truck, track hoe, etc. 4j. Please upload project drawings for the proposed project. project drawings_duplicate.pdf 3.61 MB 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* r Yes r- No r Unknown Comments: 5b. If the Corps made a jurisdictional determination, what type of determination was made?* r Preliminary r Approved r Not Verified r Unknown r N/A Corps AID Number: SAW-2019-01028 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Nic Nelson Agency/Consultant Company: WEPG Other: 5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR This site was verified by D. Shaeffer (USACE) on 1/30/20. A copy of the signed JD approval is included in the Approvals section. 5d1. Jurisdictional determination upload SAW approval_duplicate.pdf 3.41 MB 6. Future Project Plans 6a. Is this a phased project?* r Yes r No Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? D. Proposed Impacts Inventory 1. Impacts Summary la. Where are the impacts associated with your project? (check all that apply): W Wetlands W Streams -tributaries r Buffers W Open Waters r Pond Construction 2. Wetland Impacts 2a1 Reason (?) 2b. Impact type * M 2c. Type of W.* 2d. W. name * 2e. Forested * 2f. Type of Jurisdicition*(?) 2g. Impact area* W1 Fill P mland Hardwood Forest ff Wetland C/CC Yes Corps 0.025 (acres) W2 Fill P ffHardwoodmland Forest Wetland D Yes Corps 0.035 (acres) W3 Fill P fforniand Hardwood Forest Wetland E Yes Corps 0.106 (acres) ff-_-] Fill P ffomiand Hardwood Forest Wetland H Yes Corps 0.013 (acres) 2g. Total Temporary Wetland Impact 0.000 2g. Total Wetland Impact 0.179 2h. Comments: 3. Stream Impacts 2g. Total Permanent Wetland Impact 0.179 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type * [Jurisdiction* f. Type of width * 3h. Impact (?) length* I Dam repair Permanent Fill Stream G Intermittent �CorpsP Average (feet) (linearfeet) 3i. Total jurisdictional ditch impact in square feet: 0 31. Total permanent stream impacts: 62 31. Total stream and ditch impacts: 62 3j. Comments: 4.Open Water Impacts 31. Total temporary stream impacts: 0 4a. Site # 11 4a9. Impact Reason 4b. Impact type 4c. Name of waterbody 4d. Activity type 4e. Waterbody type 4f. Impact area 01 Dam repair P Open Water I Fill _11 Pond 0.10 02 Dam repair T Open water I Fill Pond 0.08 4g. Total temporary open water Impacts: 0.08 4g. Total permanent open water impacts: 0.10 4g. Total open water impacts: 0.18 4h. Comments: 01 impact is 0.099 acres; not enough decimal places. E. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: Impacts associated with the proposed development were limited through site selection, design, and location/orientation of the proposed lots and access routes. The proposed greenway will include the construction of a pedestrian bridge to avoid impacting intermittent stream B and 2:1 slopes are used where slopes are implemented. Impacts to Wetland C are due to Mint Hill Public Greenway requiring a maximum 5 % longitudinal slope for pedestrian safety. 1b. 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. Requirements such as 3:1 maximum slopes along the greenway and at the downstream dam slope are required by regulatory agencies. 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? r Yes r No 2c. If yes, mitigation is required by (check all that apply): r DWR W Corps 2d. If yes, which mitigation option(s) will be used for this project? f Mitigation bank W Payment to in -lieu fee r Permittee Responsible program Mitigation 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. r Yes r No 4b. Stream mitigation requested: (linear feet) 4d. Buffer mitigation requested (DWR only): (square feet) 4f. Non -riparian wetland mitigation requested: (acres) 0.106 4c. If using stream mitigation, what is the stream temperature: 4e. Riparian wetland mitigation requested: (acres) 0.038 4g. Coastal (tidal) wetland mitigation requested: (acres) 4h. Comments No mitigation will be proposed for impacts to Wetland D, Stream G, and Open Water Pong I due to the necessary construction requirements in upgrading the existing dam's safety. 1.5:1 mitigation ratio is proposed for all other wetland impacts. F. Stormwater Management and Diffuse Flow Plan (required by DWR) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? r Yes r No If no, explain why: 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* r Yes r No 2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)? r Yes r No 2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program? U r Yes r No r N/A - project disturbs < 1 acre 2d. Which of the following stormwater management program(s) apply: W Local Government r State Local Government Stormwater Programs V Phase II r NSW r USMP r Water Supply Please identify which local government stormwater program you are using. Mecklenburg County Comments: Storm water on the site will be handled by facilities shown on the attached plans. The stornmater plan has not yet been submitted to Mecklenburg County but will be designed to meet their criteria. G. Supplementary Information 1. Environmental Documentation la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? r Yes r No 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)?* r Yes r No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality?* r Yes r No 3b. If you answered "no," provide a short narrative description. No additional phases proposed 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* r Yes r Nor N/A 4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a treatment plant, list the capacity available at that plant. Wastewater generated on the site will be transported to the nearest treatment facility via sewer lines. 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?* r Yes r No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* r Yes r No 5d. Is another Federal agency involved?* r Yes r No r Unknown 5e. Is this a DOT project located within Division's 1-8? r Yes r No 5f. Will you cut anytrees in order to conduct the work in waters of the U.S.? r Yes r No 5g. Does this project involve bridge maintenance or removal? r Yes r No 5h. Does this project involve the construction/installation of a wind turbine(s)?' r Yes r No 51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? r Yes r No 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? A threatened and endangered species assessment was conducted in which no species or habitat were identified. Habitat may occur for the Northern long-eared bat but the project is exempt as described in the attached T&E report. Consultation Documentation Upload T&E_duplicate.pdf 238.32KB 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* r Yes r No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* No essential 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 status?* r Yes r No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* SHPO's website: https://nc.maps.arogis.conV 7c. Historic or Prehistoric Information Upload 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain?* r Yes r No 8c. What source(s) did you use to make the floodplain determination?* www.fema.gov, Mecklenburg county GIS Miscellaneous U Comments A full, compiled PCN is attached including ORM, cover letter, forms, photos, authorizations, and other supporting documentation Miscellaneous attachments not previously requested. Nelson Rd PCN_SUBMITTED.pdf 19.16MB Signature U * V By checking the box and signing below, I certify that: • The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and • The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. • I have given true, accurate, and complete information on this form; • I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); • I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the PCN form. Full Name: Heath Caldwell Signature `%(ACING &A&Wew Date 11/19/2020 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC Agent Authorization Letter The purpose of this form is to authorize our firm to act on your behalf in matters related to aquatic resource (i.e. stream/wetlands) identification/mapping and regulatory permitting. The undersigned, who are either registered property owners or legally authorized to conduct due diligence activities on the property as identified below, do hereby authorize associates of Leonard S. Rindner, PLLC, Wetlands and Environmental Planning Group (WEPG) to act on my behalf and take all actions necessary for the processing, issuance, and acceptance of applicable permit(s) and/or certiftcation(s). Project/Site Name: Nelson Road site Property Address: Nelson Road, Mint Hill, NC, 28227 Parcel Identification Number (PIN): 13706520, 13706523, 13706517, 13706502 Select one: I am other Name: Gordon Johnston Company: Century Communities Mailing Address: 7401 Carmel Executive Park Drive, Suite 310 Telephone Number: 704-709-2890 Electronic Mail Address: gordon.johnston@centurycommunities.com a Properly Owner / IntereBuyer* /Other# * The Interested Buyer/Other acknowledges that an agreement and/or formal contract to purchase and/or conduct due diligence activities exists between the current properly owner and the signatory of this authorization in cases where the property is not owned by the signatory. Charlotte Office: www.wetlands-epg.com Asheville Office: 10612-D Providence Rd. 1070 Tunnel Rd., Bldg. I PMB 550 Suite 10. PMB 283 Charlotte, NC 28277 Asheville, NC 28805 (704)904-2277 len.rindner@wetlands-epg.com U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Td. SAW-2019-01028 County: Mecklenburg U.S.G.S. Quad: NC- Mint Hill NOTIFICATION OF JURISDICTIONAL DETERMINATION Requestor: Century Communities Gordon Johnston Address: 7401 Carmel Executive Park Drive, Suite 310 Charlotte, NC 28226 Telephone Number: 704-709-2890 E-mail: gordon.iohnston(i�eenturycommunities.com Size (acres) 31.2 Nearest Town Mint Hill Nearest Waterway Irvins Creek River Basin Santee USGS HUC 03050103 Coordinates Latitude: 35.1807 Longitude:-80.6540 Location description: The review area is located on the south side of Nelson Road, 0.22 miles southwest of the intersection of Wilgrove-Mint Hill Road and Nelson Road. PINS: 13706520,13706523, 13706517, 13706502. 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 9/3/2019. 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 wetlandson 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. ❑ 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 SAW-2019-01028 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 onDATE. 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) 508-2808 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 David L. Shaeffer at 704-510-1437 or david.l.shaeffer(&,,usace.armv.mil. C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination form dated 1/30/2020. 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: Phillip Shannin, Review Officer 60 Forsyth Street SW, Room 1OM15 Atlanta, Georgia 30303-8801 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address 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.** Digitally signed by SHAEFFER.DAVID.LEIGH.1260750573 Corps Regulatory Official: f. Date:2020.olso 14:14:56-05'00' Date of JD: 1 /30/2020 Expiration Date of JD:Not applicable SAW-2019-01028 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.army.mil/cm_apex/V`p=136:4:0 Copy furnished: Agent: Leonard S. Rindner, PLLC, WEPG Daniel Kuefler Address: 10612-D Providence Road, PMB 550 Charlotte, NC 28277 Telephone Number: 336-554-2728 E-mail: daniel.kuefler(a wetlands-eve.com NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: Century Communities, Gordon Johnston File Number: SAW-2019-01028 Date: 1/30/2020 Attached is: See Section below PROFFERED PERMIT (Standard Permit or Letter of ermission) A RED PERMIT (Standard Permit or Letter of ermission) B DENIAL LAPPROVED C JURISDICTIONAL DETERMINATION D INARY JURISDICTIONAL DETERMINATION E SECTION I - The following identities your rights and options regarding an administrative appeal of the above decision. Additional information may be found at or http://www.usace.army.miliMissions/CivilWorks/Re ulatoryProgramandPermits.aspx or the Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section 11 of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section IT of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section IT of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION IT - REQUEST FOR YEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMTT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. F CONTACT F QUESTIONS RR INFORMATION: If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division Mr. Phillip Shannin, Administrative Appeal Review Officer Attn: David L. Shaeffer CESAD-PDO Charlotte Regulatory Office U.S. Army Corps of Engineers, South Atlantic Division U.S Army Corps of Engineers 60 Forsyth Street, Room 1OM15 8430 University Executive Park Drive, Suite 615 Atlanta, Georgia 30303-8801 Charlotte, North Carolina 28262 Phone: (404) 562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opporntunit to participate in all site investigations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: David L. Shaeffer, 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: 1 /30/2020 B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Century Communities, Gordon Johnston, 7401 Carmel Executive Park Drive, Suite 310, Charlotte, NC 28226 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Nelson Road Site, SAW-2019- 01028 D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The review area is located on the south side of Nelson Road, 0.22 miles southwest of the intersection of Wilgrove-Mint Hill Road and Nelson Road. PINS: 13706520, 13706523, 13706517, 13706502. (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State: NC County: Mecklenburg City: Mint Hill Center coordinates of site (latdong in degree decimal format): Latitude: 35.1807 Longitude:-80.6540 Universal Transverse Mercator: Name of nearest waterbody: Irvins Creek E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: ® Field Determination. Date(s): 8/30/2019 by the Corps TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY JURISDICTION. Estimated amount Geographic authority to Type of aquatic of aquatic resources which the aquatic Latitude (decimal Longitude resources (i.e., Site Number degreel rees) ) (decimal degrees) in review area wetland vs. non- resource "may be" subject (acreageand linear (i.e., Section 404 or wetland waters) feet, if applicable Section 10/404) Wetland A 35.18060000 -80.65410000 0.05 ac Wetland 404 Intermittent 35.18070000 -80.65290000 4501f Non -wetland 404 Stream B Wetland C/CC 35.18090000 -80.65370000 0.3 ac Wetland 404 Wetland D 35.17915000 -80.65610000 0.15 ac Wetland 404 Wetland E 35.18190000 -80.65400000 0.1 ac Wetland 404 Intermittent 35.17940000 -80.65580000 185If Non -wetland 404 Stream G Wetland H 3S.18070000 -80.65240000 0.05 ac Wetland 404 Pond I 35.17990000 -80.65510000 0.9S ac Non -wetland 404 1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an approved JD (AJD) for that review area based on an informed decision after having discussed the various types of JDs and their characteristics and circumstances when they may be appropriate. 2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN), or requests verification for a non -reporting NWP or other general permit, and the permit applicant has not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit authorization based on a PJD, which does not make an official determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an AJD could possibly result in less compensatory mitigation being required or different special conditions; (3) the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) undertaking any activity in reliance upon the subject permit authorization without requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to make an official determination whether geographic jurisdiction exists over aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that there "rnay be"waters of the U.S. and/or that there "may be" navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the review area that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items should be included in subject tile. Appropriately reference sources below where indicated for all checked items: ® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Map: Figure 5 dated 9/3/2019 ® Data sheets prepared/submitted by or on behalf of the PJD requestor. ® Office concurs with data sheets/delineation report. ❑ Office does not concur with data sheets/delineation report. Rationale: ❑ Data sheets prepared by the Corps: ❑ Corps navigable waters' study: ❑ U.S. Geological Survey Hydrologic Atlas: ® USGS NHD data. ® USGS 8 and 12 digit HUC maps. ® U.S. Geological Survey map(s). Cite scale & quad name:Nationalmap. og_v ® Natural Resources Conservation Service Soil Survey Mapservice. National wetlands inventory map(s) mapservice. ❑ State/local wetland inventory map(s): ® FEMA/FIRM mapsservice. ❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) ® Photographs: ❑Aerial (Name & Date): or ®Other (Name & Date): Photos 1-8 dated 5/1/2019 ❑ Previous determination(s). File no. and date of response letter: ❑ Other information (please specify): IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should not be relied upon for later jurisdictional determinations. Digitally signed by 1HAEFFER.DAVID.1EIGH.1 260750573 Date: 2020.01.30 14:18:10 -05'00' Signature and date of Regulatory staff member completing PJD 1 /30/2020 Signature and date of person requesting PJD (REQUIRED, unless obtaining the signature is impracticable) 1 1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action. ROY COOPER Governor MICHAEL S. REGAN Secretary TIM BAUMGARTNER Director NORTH CAROLINA Environmental Quality November 12, 2020 Gordon Johnston Century Communities 7401 Carmel Executive Park Drive, Suite 310 Charlotte, NC 28226 Expiration of Acceptance: 5/12/2021 Project: Nelson Road County: Mecklenburg This is a conditional acceptance letter. 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-di it HUC Impact Type Impact Quantity Catawba 03050103* Warm Stream 62 Catawba 03050103* Riparian Wetland 0.073 Catawba 03050103* Non -Riparian Wetland** 0.106 *DMS proposes to utilize the Catawba 03 Expanded Service Area to meet the mitigation requirement. "Non -riparian wetland credit is not available in this service area. In accordance with the directive from the February 8, 2011 IRT meeting, non -riparian wetland impacts located in the mountains and piedmont areas of North Carolina can be accepted, but mitigated utilizing riparian wetland mitigation credits. 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. 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.WiIliams@ncdenr.gov. cc: Amber Lipsky, agent Sincerely, J FOR James. B Stanfill Asset Management Supervisor NORTH CAROLINAD_E DeparNrant of Environmental Quallry North Carolina Department of Environmental Quality I Division of Mitigation Services 217 W. ]ones Street 11652 Mail Service Center I Raleigh, North Carolina 27699-1652 919.707.8976 y 4 4- ■ -.�_ 1, 51 M q � i.' _ ■F * :may f, j .•. 7.5 y{I1yy I k FiNd jp ir ir ou- f+ yy � * ■ r r� 4 ;�`T_ PROJECT BOUNDARY { �r * • STUDY LIMITS �■ ■ � +t 1 ' '4 � � J L _ F _ • ','-ram r ��+# *�** ,,r•• * � � 1r+ *' ff e # J • , 1 , u, In • Sch f y iL � ' IRVINS ~ CREEK 1p f _ 4 + �� ' •ti . LOCATION r l� ;' { * SCALE Lat: 35.1807 °N { ; I.•;I * ' LtL r •� ''k 1:24,000 Long:-80.6540 °W USGS QUAD HUC: 03050103 ACRES 141� Mint Hill, NC 31.2 LOWER CATAWBA FIGURE NO. NELSON ROAD Drawn By: Reviewed By: 3 p p I Mecklenburg Co., NC NRN LSR USGS MAP — WATERS OF THE U.S. EXISTING CONDITIONS STUDY SUBJECT TO USACE VERIFICATION DATE: 10/14/16 H R F IrA CD PROJECT BOUNDARY STUDY LIMITS f eR eB: Ni CefIA FIGURE NO. 4 Ge Map Unit Legend eB IV e 0 klacklanburg County, North Carolina {NC119) Map Unit Symbol Map Unit Name Acme in A01 Percent of A01 C@22 Cecil sandy day loam, 2 to 8 22-1 41-3% percent slopes, moderately eroded CeD2 Cecil sandy day loam, 6 to 15 11-9 222% percent slopes, moderately eroded CUB Cecil -Urban land complex, 2 to 3.8 7.2% 8 percent slopes HeB Helena sandy loam, 2 to 6 10-6 19-8% percent slopes ma Monacan loam, 0 to 2 percent 3.3 6.1% slopes, frequently flooded W VValer 1-8 33% Totals for Area of Interest SS.i 1 100.0% NELSON ROAD Mecklenburg Co., INC Drawn By: I Reviewed By: NRN -SR PUBLISHED SOILS MAP DATE: - WATERS OF THE U.S. - 10/14/16 EXISTING CONDITIONS STUDY SUBJECT TO USACE VERIFICATION Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Threatened / Endangered / Protected Species Evaluation For: Nelson Road Mecklenburg County, North Carolina By: Lisa R. Gaffney June 30, 2019 Charlotte Office: www.weLlands-epg.com Asheville 6 ce: 10612-D Providence Rd. 1070 Tunnel Rd., Bldg. I PMB 550 Suite 10, PMB 283 Charlotte, NC 28277 Asheville, NC 28805 (704) 904-2277 len.rindner@Dwetlands-epg.com Nelson Road - Threatened /Endangered /Protected Species Evaluation GENERAL LANDSCAPE DESCRIPTION: The Nelson Road site (31.54 acres) is located just south of Nelson Road, and just west of Sunset Drive in Mint Hill, Mecklenburg County, North Carolina. It can be found on the Mint Hill USGS Topographic Quadrangle Map; latitude is 35.1807 N, longitude is 80.6540 W. The site is almost entirely covered with disturbed successional woods. There is a small lake on site. The topography is gently sloped with the elevation ranging from 730 to 770ft. (Figure 1). Figure 1: I 46 •y� PROl ECT80UNDARY STUDY LIMITS.r r4 _ 'r• - 'y�.i• I I' ` r�� � _+ +may i # �\ y rw • . - • -- .'� �} _ fit_ �'�`r _ _ _ - � 'r a I ' �, *.• -. _ _• if �.-' � �.'�'• * ' , + fir[' �J&111 ciC}f �- I a CREEK _.. .1 •r _�. LOCATION SCALE Lat: 35.1907 4N F 1 r •; { J . ` �_ r' f Lon-90.6540 2W 124,000 R USGS QUAD ALRES HUC:03050103 ' �` iJ' • -:L�,' l Mint Hill, NC LOWERLATAWBA 31.51 FIGII RE1 NELSON ROAD Mecklenburg Cu, NC US(H MAP —WATE RS OF THE US. EXISTING CON DIT IONS S T UDV 5U81E Cr r0 U5ACF VEJ?JFJ CA rJO" Drawn By: I Reviewed By: NRN LSR DAT E: 10/14116 Wetlands and Environmental Planning Group 2 Leonard S. Rindner, PLLC. Nelson Road - Threatened /Endangered /Protected Species Evaluation METHODOLOGY: The US Fish and Wildlife Service website https://www.fws.gov/raleigh/species/cntylist/mecklenburg.htmi was referenced to determine the occurrence of Threatened, Endangered and Protected species for Mecklenburg County North Carolina, the results of which are listed below (Table 1). Maps and aerial photographs were assembled, and the site was investigated during the week of June 30, 2019. Table 1: Threatened / Endangered / Protected Species listed for Mecklenburg County County: Mecklenburg, NC *Source: US Fish & Wildlife Service **Data search on June 30, 2019 Group Name Status Record Status Invertebrate Carolina Heelsplitter (Lasmigona Endangered Current decorata Invertebrate Rusty -patched Bumble Bee (Bombus Endangered Historic affinis) Vascular Plants Smooth Coneflower (Echinacea Endangered Current laevi ata Vascular Plants Schweinitz's Sunflower (Helianthus Endangered Current schweinitzii) Vascular Plants Michaux's Sumac (Rhus michauxii) Endangered Current Vertebrate Northern Long -Eared Bat (Myotis Threatened Probable/Potential septentrionalis) Vertebrate Bald Eagle (Haliaeetus leucocephalus) Protected under the Bald Current and Golden Eagle Protection Act Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Nelson Road - Threatened /Endangered /Protected Species Evaluation SPECIES DESCRIPTIONS: A total of three plant species with federal protection are listed as potentially occurring in Mecklenburg 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). • Smooth Coneflower (Echinacea laevigata), listed as Federally Endangered, is typically found in open woods, cedar barrens, roadsides, clear cuts, dry limestone bluffs and power line rights -of -way, requiring abundant sunlight and little competition from other plant species. • Michaux's Sumac (Rhus michauxii), listed as Federally Endangered, requires habitat of sandy forests and woodland edges. This species requires periodic fire as a part of its ecology. A total of four animal species with federal protection are listed as potentially occurring in Mecklenburg County: • Bald Eagle (Haliaeetus leucocephalus), protected by the Bald and Golden Eagle Protection Act, typically inhabits forested areas near large bodies of open water such as lakes, marshes, seacoasts and rivers, where there are suitable fish populations and tall trees for nesting and roosting. • Carolina Heelsplitter (Lasmigona decorata), listed as Federally Endangered, is restricted to cool, clean, well -oxygenated water. Stable, silt- free stream beds are required for this species. Typically, stable areas occur where the stream banks are well -vegetated with trees and shrubs. Northern Long-eared Bat (Myotis septentrionalis), listed as Federally Threatened. During summer, northern long-eared bats roost singly or in colonies underneath bark, in cavities, or in crevices of both live and dead trees. Males and non - reproductive females may also roost in cooler places, like caves and mines. It has also been found, rarely, roosting in structures like barns and sheds. Northern long-eared bats spend winter hibernating in caves and mines, called hibernacula. Rusty -patched Bumble Bee (Bombus affinis), listed as Federally Endangered, live in colonies that include a single queen and female workers. Rusty -patched Bumble Bees historically occupied grasslands and tallgrass prairies. Bumble bees need areas that provide nectar and pollen from flowers, nesting sites (underground and abandoned rodent cavities or clumps of grasses), and overwintering sites for hibernating queens (undisturbed soil). WEPG 4 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Nelson Road -Threatened /Endangered /Protected Species Evaluation RESULTS: The site is almost entirely covered with disturbed successional woods. There is a small lake on site. There is an overhead power line that parallels the road corridor along Nelson Road in part, and also along Sunset Road. There are more pines in the canopy in the eastern sector of the property, with mixed hardwoods becoming dominant on the western slopes. There is a residence near the northern side of the lake with a dirt and gravel access road and a small power line cut. There is also an old remnant homesite near Nelson Road with scattered large trees and a semi -open field. The forest cover is mature with some of the largest trees over 2 ft. in diameter. The average diameter at breast height (DBH) is 12". Canopy trees include Loblolly Pine (Pinus taeda), Shortleaf Pine (P. echinata), Virginia Pine (P. virginiana), White Oak (Quercus alba), Black Oak (Q. velutina), Southern Red Oak (Q. falcata), Northern Red Oak (Q. rubra), Willow Oak (Q. phellos), Post Oak (Q. stellata), Mockernut Hickory (C. tomentosa), Pignut Hickory (C. glabra), Shagbark Hickory (Carya ovata), Sweetgum (Liquidambar styracif/ua), Yellow Poplar (Liriodendron tulipifera), and Sycamore (Platanus occidentalis). The subcanopy contains Sourwood (Oxydendrum arboreum), American Beech (Fagus grandifolia), Ironwood (Carpinus caroliniana), American Holly (Ilex opaca), Red Maple (Acer rubrum), Eastern Red Cedar (Juniperus virginiana), Flowering Dogwood (Cornus f/orida), Redbud (Cercis canadensis), Red Mulberry (Morus rubra), Black Gum (Nyssa sylvatica), Winged Elm (Ulmus alata), and Black Cherry (Prunus serotina). The shrub layer includes Blueberry (Vaccinium sp.), Black Haw (Viburnum prunifolium), Autumn Olive (Elaeagnus umbellate), Paw Paw (Asimina triloba) and Chinese Privet (Ligustrum sinense). Vines present are Japanese Honeysuckle (Lonicera japonica), Chinese Wisteria (Wisteria sinensis), Trumpet Creeper (Campsis radicans), Virginia Creeper (Parthenocissus quinquefolia), Muscadine (Vitis rotundifolia), and Poison Ivy (Toxicodendron radicans). The herb layer includes Christmas Fern (Polystichum acrostichoides), Crane -fly Orchid (Tipularia discolor), Spotted Wintergreen (Chimaphila maculata), Dayflower (Commelina sp.), River Oats (Chasmanthium latifolium), and Japanese Stiltgrass (Microstegium vimineum). The small lake has mostly wooded perimeters with transitional wetland edge habitat dominated by typical wetland vegetation including Sedges (Carex spp Cyperus spp., Scirpus spp.), Rushes (Juncus spp.), and Water Primrose (Ludwigia sp.). The old remnant homesite near Nelson Road has scattered large trees of White Oak, Willow Oak, Southern Magnolia (Magnolia grandif/ora)and Pecan (Carya illinoinensis), and a semi -open field dominated by Fescue (Festuca sp.) that is seasonally mowed. WEPG Wetlands and Environmental Planning Group Nelson Road - Threatened /Endangered /Protected Species Evaluation The disturbed roadsides and power lines along Nelson Road and Sunset Drive are dominated by planted Fescue with mixed shrubs, vines and herbs that typically occur in this habitat including Johnson Grass (Sorghum ha/epense), Rabbit Tobacco (Gnapthalium obtusifolium), Tickseed (Coreopsis major), Ragweed (Ambrosia artemisiifolia), Goldenrod (Solidago sp.), Beggars Ticks (Desmodium sp.), and Thoroughwort (Eupatorium sp.). Threatened & Endangered/Protected Species Results All potential habitats for Schweinitz's Sunflower, Michaux's Sumac and Smooth Coneflower along the roadsides, power line rights -of -way, transitional areas and woods edges were examined and none of these species were present. • There were no Bald Eagle sightings nor were any nesting sites observed. The on -site streams do not have the habitat characteristics required to support populations of the Carolina Heelsplitter. Based on existing documentation, Carolina Heelsplitter populations have not been previously identified within this basin. No individuals were observed during the survey nor would any be expected on -site. Comparing this site location to the USFWS Asheville office's website (http://www.fws.gov/asheville/htmis/project review/NLEB in WNC.html) it appears that the site meets the "exempt" criteria which requires no further action under section 7 of the Endangered Species Act for the Northern Long-eared Bat. • Comparing this site location to the USFWS Range Map for Rusty -patched Bumble Bee (https://www.fws.gov/m idwest/endangered/insects/rpbb/rpbbmap. htm I) Mecklenburg County is in it's Historic Range, and as such, Section 7 consultation is not needed. WEPG concludes that Rusty -patched Bumble Bee is not present. WEPG 6 Wetlands and Environmental Planning Group Nelson Road - Threatened /Endangered /Protected Species Evaluation RECOMMENDATIONS: Based on the site investigation and the review of available data, WEPG did not identify any protected species occurring on the subject property. No further investigation of the presence of protected species on this site is recommended at this time. Respectfully submitted, Lisa R. Gaffney Biologist June 30, 2019 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Nelson Road - 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 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 schweinitzii). • Located and identified four previously unreported populations of Threatened Dwarf Heartleaf (Hexastylis naniflora). • Located a previously unknown population of Federally Endangered Schweinitz's Sunflower at Redlair Farm in Gaston County, NC. This discovery led (in part) to the purchase of the site by the State of North Carolina Plant Conservation Program, now called Redlair Preserve. This population has become a Recovery Site for the species. • Participated in numerous Piedmont Prairie restoration projects in Mecklenburg, Union, Cabarrus and Gaston Counties, North Carolina. WEPG Wetlands and Environmental Planning Group ID#* 20201492 Version* 1 Regional Office * Mooresville Regional Office - (704) 663-1699 Reviewer List* Alan Johnson Pre -Filing Meeting Request submitted 10/19/2020 Contact Name* Amber Lipsky Contact Email Address* amber.Iipsky@wetlands-epg.com Project Name* Nelson Road site Project Owner* Century Communities Project County* Mecklenburg Owner Address: Street Address 7401 Carmel Executive Park Drive Address Line 2 Suite 310 aty State / Province / Pegion Charlotte NC Postal / Zip axle Country 28226 USA Is this a transportation project?* r Yes r No Type(s) of approval sought from the DWR: * 401 Water Quality Certification - F 401 Water Quality Certification - Regular Express * Individual Permit F Modification F Shoreline Stabilization Does this project have an existing project ID#?* (-- Yes C No Please list all existing project ID's associated with this projects.* SAW-2019-01028 Do you know the name of the staff member you would like to request a meeting with? Alan Johnson Please give a brief project description below.* The forthcoming PCN will include a request for Nationwide Permit 29 associated with the proposed Hensley Road residential development on 31.2 acres southwest of the intersection of Nelson Road and Sunset Drive in Charlotte, NC. There are two streams, six wetlands, and one open water pond on site. A preliminary jurisdictional determination was submitted and approved on 1/30/20 by David Shaeffer. Please give a couple of dates you are available for a meeting. 11 /2/2020 Please attach the documentation you would like to have the meeting about. Nelson Road delineation map.pdf 242.29KB pdf only By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section 401 Certification Rule the following statements: This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification Rule. 1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing meeting request. 1 also understand that DWR is not required to respond or grant the meeting request. Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an application. Signature Submittal Date 10/19/2020 0 A', // G/ 2 o WETLAND E �����2 0 �o� SITE a� =0,106 AC O SpN Rp NA_ WETLAND C/Cc -761-C� -0,30 AC. _ USAGE � 276 �� �'' \ WETLAND FORM D���--� t� 7 / 6 ��� �77� �f�6�r VICINITY MAP l :• A v 1 I I l V A/ ��� ,� �S�vA V\ \ v L NOT TO SCALE / 6�V : \' ��� \ \TAB Vim\ �� ✓ // �l�'' \ \ V A VAL�l �'le' BUA CALCULATIONS: / �6� 1 A vv�Il VA1 �,2vi�A s 1 � vv��. o\ v TOTAL SITE AREA = 30.852 AC. l _ �o I I / k � f I 1 J L �� w� \ \ VA VA �o� v 1 / / l 111 I �� TOTAL BUA = 15.123 AC. \ 'sq. �� v� / I (/ \ �� Il I) �I V�� A�vA ll ( , j I ���� = 100 = 50.01% S Ivv 11 s \ 1 %BUA (15.430 30/.852 ) 1\6 r VNNCAN �AXviv 762'T, /v`/1�� �/I : ���f/� �l %��� ��1�� �vVAv v� �wv �� I/ i ��o �� �J�/'v1\!f� i -vV�vv�\lsvv��w \s�'76o� I1 \ l F 0\�jj75 WETLAND II ,� o I/ ��ivI ass III/��� ��✓ /Ill///��/��ii ���� `:per v�' �� =0.013 AC I� i o r 1 f I l� \ s -��, //lIl/ ,\� _ — — ��' INTERMITTENT ei-( I STREAM „B„ VQ% �, � NLO --�VA\\ I "/--450 LF �757—�_=i�i�i! A l / �/ ( �v v _ �� �c'13 � ( I ��� ' S9� �-- v �3 N CD E O �v �, STREAM OA —�� / l / / IA��VA����ii� /may✓ �% 1 � �� FORM B O USAGE UPLAND < OPEN WATER 0tj 5� FORM DEL / 'POND -1.56 AC. (ON -SITE) /�IIIIl11'/� ,�,.,.- �/� 2.725 AC. (TOTAL) r754� / �I�IIIII ���/ �%//ice\ u �ii WETLAND „A„ i/ ��������' �� , / ` ,(FRINGE AT POND'S EDGE) PRELIMINARY �� i Jol �� h /����— v �� FOR REVIEW PURPOSES ONLY i I I III =0.05 AC. �/ • /��%�i�/ %/J//// / GRAPHIC SCALE 200 0 100 200 400 \ �� 4/i%�i��/ /%/�� III (lll > / •r/lr/r�//// 1 INCH 200 FEET = WETLAND D `1 \ \`��� �� / McEI,yEN L'4/<C Prajeat0.099 AC. \�/\ / NELSON ROAD SUBDIV �� •, / � / ���yl' \��/ gINO e N Ro,4 C INTERMITTENT MINT HILL, NORTH CAI Y MINT �STREAM "G" / Hl<< O rr`'>:' rug OVERALL SITE / O EXISTING CONDITION =165 LE File f 18103—S—WETLANDS.dwg Date: 11/2/2020 Projd X}> w Desi ISAACS o Draw CIVIL ENGINEERING DESIGN AND SURVEYING C -0 Scale; 8720 RED /% PHONE (704) 527-344CHARLOT0E BLVD., N.00 FAXB(7104) 527-833 F i E:\ProjectFolders\CenturyCommunities\Nelson Road Sketch Plan 18103\Engineering\Design Drawings\Current\SHEETS\18103-S-WETLANDS.dwg, W1.0, 11/2/2020 3:33:06 PM, anewsome, 1:1 O40 ,� � ` — GREENWAY WILL USE BRIDGE �� 0 x u1 i TO AVOID STREAM IMPACT �) NCDEO /�\��� STREAM WoA �/ ✓ �� 7 �� FORM B O PERMANENT WETLAND "D" 'OPEN WATER �I�� �USACE UPLAND IMPACT NO. 2 ���I �POND 5 � FORM DPT \ 0.035 AC. >� �v � % =1,56 AC (ON —SITE) � 2 725 AC. (TOTAL) / �` WETLAND "A" (FRINGE AT POND'S EDGE) � = 0.05 AC. TEMPORARY ACCESS OPEN WATER "I" 74 ` i� 5 J -�j/ t 11,1 / S f IMPACT N0. 1 = 0.080 AC. 0 WE LAND D i A 0.099 AC. 1 TA PERMANENT OPEN WATER „„ ��� IMPACT NO. 6 = 0.099 AC. Cj /INTERMITTENT �_j STREAM T 65IMPACT AMF „G„ PERMANENT STREAM "G" 62 L.F. = II =372 S.F./O.009 AC. PRELIMINARY / FOR REVIEW PURPOSES ONLY PERMANENT WETLAND "C/ IMPACT NO. 1 =0.025 AC. PERMANENT WETLAND "D" IMPACT NO. 2=0.035 AC. PERMANENT WETLAND "E" IMPACT NO. 3 =0.106 AC. PERMANENT WETLAND "H" IMPACT NO. 4 =0.013 AC. SUB —TOTAL WETLAND IMPACTS PERMANENT=0.179 AC. PERMANENT STREAM "G" IMPACT NO. 5 = 62 LF/0.009 AC. PERMANENT OPEN WATER "I" IMPACT NO. 6 =0.099 AC. TOTAL PERMANENT IMPACTS PERMANENT=0.287 AC. IMPACT NO. 1 =0.080 AC. GRAPHIC SCALE 200 0 100 200 400 1 INCH = 200 FEET Project* kc NELSON ROAD SUBDIVISION MINT HILL, NORTH CAROLINA Tlue: �...`` OVERALL WETLANDS IMPACT MAP File f. 1B103—S—WETLANDS.dwg I Date: 11/2/2020 Project Egr. ABC Design By ABC »':' .. H ISAACS O Dawn By. AEN %:"?'%?;;;i;4 CIVIL ENGINEERING DESIGN AND SURVEYING C .............................. Scale: 1'=200 8720 RED OAK BLVD., STE. 420 CHARLOTTE, N.C. 28217 PHONE (704) 527-3440 FAX (704) 527-833 FI ure 7 E:\ProjectFolders\CenturyCommunities\Nelson Road Sketch Plan 18103\Engineering\Design Drawings\Current\SHEETS\18103-S-WETLANDS.dwg, W2.0, 11/2/2020 3:33:14 PM, anewsome, 1:1 $LDGI BLDG I 116E/ � l BLDG BLDG 6D I 1II 1 \ \ \\ \\ \\ pE \ \ B6A 16B \ \ \\ 1 t S It A Her �V A BLDG N V BLDG 17DA L 17C /N,A� \ \ - \ \ I BLDG \ \ / BLDG BLDG 18D- 18C \ .� (BLDG 18B \ \ 18A B I DG BLCIG \ � \ I , , \ \ ' / \ \ \ \ \ \ \ \LOT 61B ` � - 1 B BLDQ ,BLDG 14\D : GB MANENT WETLAND "E„ BLDG 14B \ vBSI v \ \\ ` ePER InsI IMPACT NO. 3=0.106 AC. 'BLDG Y \ \ \ v v am BLDG BLDG MC 13A A 13B A \ \ \ \ /A \ \ v DC v N LO \61 \ 1 I / BLDG BLDG / N BLDG 12C / /BLDG 12B \ BLDG 11D / / / o A\ \ \ \ \ B G\ I 11 C / / / / o \ \� \ \ \ ►I \ 1 \ \\ I � 75 ~/l /\�j ANENT WETLAND "C/CC" dPROP. PUBLIC GREENWAY \ \ �\ 73 ,d• / / / IMPACT N0. 1=0.025 AC. REQUIRES 3:1 (MAX.) GRADES PROP. PRELIMINARY FOR REVIEW PURPOSES ONLY I PERMANENT WETLAND "H" IMPACT NO. 4=0.013 AC. \ GRAPHIC SCALE _cw, 14 \ � 40 0 20 40 80 d •l.•'. •.� \ \ \ -f � .• ' � \ _ / � v \ 1 INCH = 40 FEET / / f 743 : \ , A / LET 13t Project / /;...j... MNELSON ROAD SUBDIVISION .: d, • • �.;dy � -� ���� AR \ V � � MINT HILL, NORTH CAROLINA t A o \ \ Lk / •.. y -:d - l 1 \ WETLANDS IMPACT MAP / / ` \ File 18103—S—WETLANDS.d Date: 11 2 2020 Project E r ABC v/ %v v j+ v r \ v r v ?� ` �� ¢ a: \ , \ _ Design By ABC 2 1 dYY WY W I'YYY W C — s I AA WETLAND � \ � 2 \ \ H S CS O Drawn By. AEN \ _ \ %iiiiY:::::%%sii;;;; CIVIL ENGINEERING DESIGN AND SURVEYING C i w, u• w u• "Cv' SER�S u• w u• w u• w .• \ { 744 \� \ \ Scale: � / C1- r\ •�•• _L �. V % v v 8720 RED W Y �Y W W �Y W �Y d. /� 1�r d •�A�/� '�0,300 Al ES± V A A� .... ........... ..... 2 OAK B.C. 21 420 / / / , _ d, ••� v v W W ♦ V A �� V A CHARLOTTE, N.C. 28217 i \ ••♦ I \ PHONE (704) 527-3440 FAX (704) 527-83351 Figure 8 EAProject Folders\Century Communities\Nelson Road Sketch Plan 18103\Engineering\Design Drawings\Current\SHEETS\18103-S-WETLANDS.dwg, W3.0, 11/2/2020 3:33:29 PM, anewsome, 1:1 \ y-� L(yT 30 1T 22� mM14%W,%%\� I� f 7. WET AND 5 M E A-t— A,45— --- \ McEWEN i'. ..' � / / I ✓ I LAKE I I I EXIST. POND W S E _ + 735, 65 (DETENTION ONLY) OPEN WATER POND "I" 2,725 ACRES ± -' f J \7 /// / � ''��/ S/W� tiC) M oe - �/ ' TEMPORARY ACCESS r / OPEN WATER POND "I" -"IMPACT NO. 1 = 0.080 AC. / FOR DAM REHAB = I I ✓ // PERMANENT OPEN WATER POND "I' IIMPACT NO 6 = 0.099 AC. I / �N T ��j��� / / / I PERMANENT STREAM G IMPACT NO. 5 /AM Vic' / / / � / .�;-- 1,. W���•f �` 'c/�'¢'cE / / 1 / / / / / 62 L.F. = 62x6 =372 S.F./0.009 AC. I —ICI— / / / / / / � �' .Y I �� _ . •� �. `. I, . �,, A � � _ � / � ,, / / / PROP. 94 LF (TOTAL) OF II / / / / / /�/ / �D1—�55 �� ��� ���v✓/ = ��i ice/ / / o / f F / f2" PVC DRAIN PIPE FOR 0�'99jA'A/p. 1 WETLANDS HYDROLOGY r /c ���' / / / / / / �/ / / l / I .P / I J . oo - GRAPHIC SCALE �// I I I /ss /-'� / / / I / I I 40 0 20 40 80 l l—fit / / l � I I I � / ,/ ,/ / / � 1 � 1 / PERMANENT WETLAND "D" PLUNGE POOL OUTLET 4 FEET THICK 1 INCH = 40 FEET %CLASS 2 ROCK RIP RAP FOR LAKE & BMP' J' "rol I Fk I I I I I IMPACT N0. 2=0.035 AC. (TOTAL) / �1 Pro>eet ss y �eR,p I I I 1 1 ► / / l / / r I 1 I NELSON ROAD SUBDIVISION OUTLET DISCHARGE BEFORE WETLANDS j i�/� /\\ I i RppFR MINT HILL, NORTH CAROLINA /� I , TYc/ r>» rU WETLANDS IMPACT MAP /VF . / / / / / / I i I I I / I \ \\ . , File 18103S—wenArlDS.dwg Date: 11/2/2021 Project Egr. ABC / PRELIMINARY FOR REVIEW PURPOSES ONLY E:\ProjectFolders\CenturyCommunities\Nelson Road Sketch Plan 18103\Engineering\Design Drawings\Current\SHEETS\18103-S-WETLANDS.dwg, W4.0, 11/2/2020 3:33:44 PM, anewsome, 1:1 744 742 740 738 736 734 732 730 728 726 724 722 720 J718 LC C C r 0+00 N N � O � � Ln O O O 't O 0�0 O CEO d7 CO f� L(� N L6 d7 Ln 00 0000 O (00 a7 00 N N N NN NN N� Nr-0 N17 n� roo 1+00 PROPOSED 2" PVC WETLAND PIPE - PROFILE 1 "=10' � _ �(,/ //, /��/ / TEMPORARY ACCESS OPEN WATER POND "I" I— I / IMPACT NO. 1 = 0.080 AC. FOR DAM REHAB 1=III=III %f= II / PERMANENT OPEN WATER POND "I" IMPACT N0, 6 = 0.099 AC. \ �NT R TT N \� / i/ / I PERMANENT STREAM "G" IMPACT N0. 5 /7 ���MPc6c / / �I I �' �"' / / / / / 62 L.F. = 62x6 =372 S.F./O.009 AC. boo / PROP. 94 LF (TOTAL) OF f +� 2 PVC DRAIN PIPE FOR �x ) WETLANDS HYDROLOGY - / /,p PROP. 2" PVC WETLAND ` / / / / / O,o PIPE X—SECTION �� / P POP 2" PVC N WETLAND I l IfI / PERMANENT WETLAND "D" I I I I IMPACT NO. 2=0.035 AC. (TOTAL) I // GRAPHIC SCALE 40 0 20 40 80 1 INCH = 40 FEET 740 738 736 734 732 730 728 726 724 722 720 oc 744 742 740 738 736 734 732 730 728 726 724 722 720 718 /15 1+50 CO Cfl ......................:.......................................:.............. PROP. GRADE ...._..-..-.............:...................................... .....................................:............. ......................................_.._.. .............................................................................................. . ..................... ....:..................................... :............................................................................... ..................... ....................................... EXIST. GRADE .............................................................................................................................................................................. .� . � ,Y PROP. 94 LF (TOTAL) OF ...........................%.... ......... ......:.............. ...................................... 2" PVC DRAIN PIPE FOR ................................ ................................. ................................. ................................. ........... FEEDING WETLANDS ....................................................................................................... .............. :.............. SLOPED 012.5% O II 00 00O N � cOp � N d7 0i (O 00 L6 (.0 4 �t 0i N (O Do Oi 0+ 00 PROPOSED 2" PVC WETLAND PIPE - X-SECTION 1 "=10' PRELIMINARY FOR REVIEW PURPOSES ONLY GRAPHIC SCALE 10 0 5 10 20 1 INCH = 10 FEET PHONE (7 740 738 736 734 732 730 728 726 724 722 720 0+70 NELSON ROAD SUBDIVISION MINT HILL, NORTH CAROLINA WETLANDS IMPACT MAP File f 18103-S-WETLANDS.dwg Date: 11/2/2020 Project Egr. ABC ISAACS 0 Deign B. ABC I O Drawn By. AEN CIVIL ENGINEERING DESIGN AND SURVEYING Scale: H:1'=10';V:1'= 8720 RED OAK BLVD., STE. 420 CHARLOTTE, N.C. 28217 )4) 527-3440 FAX (704) 527-8335, Figure 10 E:\ProjectFolders\CenturyCommunities\Nelson Road Sketch Plan 18103\Engineering\Design Drawings\Current\SHEETS\18103-S-WETLANDS.dwg, W5.0, 11/2/2020 3:34:05 PM, anewsome, 1:1 755 11.1f 755 ` "Tii: II , - - -- -- II ._....._......._................. _....=...._..._... ,..._..._.. PROP TRASH RACK a 0 1 , _....._...50_...YR .....ME.....-...._7 4.5..6.9_....._ SEE DETAIL C4.9 ( / ) 0_' a w_....._.........._....._...._....._....._....._.........._........._........_....._....._....._....._.........._....._....._....._....._....._....._....._...._....._. r r - -.....-.....`.5...-YR...-.E....-.....-...7.4�`�.+`�....-.. PROP. TRASH RACK » » 6 -0 RECTANGULAR 8 WEIR _....._....._..._....._....._....._....._....._....._...._....._...._........._....._....._....._....._....._...._....._....._....._...._....._....._....._....._....._....._....._�.._ �` _....._........._....._....._....._..I.._......... ...._....._....._....._....._...._...._....._....._.........._....._....._....._....._....._....._....._....._....._....._....._..._....._....._....._....._....._....._....._....._....._....._........._....._....._....._....._....._....._....._....._....._........._....._............_....._....._....._...]0._..YR._.VYSE.._..-.....7.4.5..41...._..... _..... _....._....._.. _....._....._..... _....._....._... _....._....._ _... ..._....._....._....._....._....._....._....._....._....._ _.... _, _ 6 0" x 8" RECTANGULAR WEIR4-SIDES100 (SEE DETAIL/C4.9) OPENING ON ALL YR WSEL 745.77 ' PROP. 36" RCP OPENING ON ALL 4-SIDES INV.=745.05 YR_W_SE_L 745.69 745 = 745 INV.=745.05 _ -50 _ -25 YR WSEL= 745.58 ...._....._ ... _....._....._.,_%._..... _....._ .... _....._...._....._........_....._....._....._....._...._....._. .... _...._'..... _....._....._....._....._....._....._....._..... ..... _....._....._....._....._..... _....._.�..�- WQ.....JNSE.....=.._..7._4.4..5Q...... ...... _....._....._.....__...._....._....._....._...._'....._....._. 7" WEIR OPENING .41 _-10 YR W_S-EL - 74_5-- 2 6.0 INV.=744.60 _ -1-YR WSEL=744.99 _ 7" WEIR OPENING INV.=744.60 ALL S11�ES , , STEPS CAD 16" O.C. (4 STEPS) 7.0' - ' _ -WQ WSEL=744_50 - - / �� 6.0' °� �$e�" ° .$e0°o°�°`s �$e.�°�°�°$e�°�°�° PRECAST CONCRETE RISER R OP. 8 " RC P - - °50% - - NCDOT STD. 840.45 7.0' ° L 4 E �. s j GROUND AT STRUCTURE __________________ - GROUND AT STRUCTURE s ° �iii:�i:�? iii ELEV. 742.90 u STEPS CAD 16" O.C. 4 STEPS ------------------ ELEV.=742. 0 9 - - - - -- ------------------ »:>:>:>:>:;>:>:>:;:a` ;i?i...... ;%i:?i;i;iiiii ...ON iii......................... INSIDE OF EAST WALL i d j j .'..'.:G'.sk.'..'..'..'..'..'..'..'..'..'..'..'..'..'..'..'..'..'. BOTTOM OF BASIN/ TOP OF STONE - u 6" UNDERDRAIN .j INV.=740.7 5 i e ° d EL. = 742.50 0 U T LE T PIP E 740 740 6" UNDERDRAIN i ° 0 o Or.�r.�Orr.::O:�:r�'Orr.:.:0<<: rasOr.::0:<;�.Or.�r�O:<: �:.Or.�r.: <:r.::O:�:r�Or.: INV.-740.75 FL LO W OW ���� s s I N O O O O °0°0°0°0' O O O O O O 000000000°�p O O q o000� CONCRETE ANTI -FLOTATION INV.=740.10 1< _ O ° o 0 0 OOOO 000O o o 0 o °O°O°o°o°o • OOOO00000-OOo_ o0 )'o0ono 0 c °O°o 0 o DEVICE SEE DETAIL WEST SIDE OUTLET PIPE INV. =740.10 PRECAST CONCRETE RISER - - (NCDOT STD. 840.45) PROP. 6" PVC 23 LF ® 0.00% NORTH SIDE PROP. CONC. PIPE CRADEL (SEE DETAIL/C4.9) PROP. 6" PVC 44 LF 00.00% OUTLET CONTROL STRUCTURE OCS-2 COLLAR (SEE DETAIL/C4.9) BMP #2 - SECTION 2A PROFILE HORIZ. SCALE: 1" = 20' s a e 131 �� �� l►i� \p- a�-- _ PROP. TOP OF DAM %� �' a.- ELEV.=747.25 PROP. OCS-2 WETLAND �i RIM=757.82 \ / WIDTH=10 FT. 5'X5" WEIR I.E.=745.25 "GCSERIF �. �l. V \l. 744 PROP. 48" RCP CI-C70 1.0' ORIFICE LE.=744.50 � � �---- ,�/ �► 6" PVC I.E.=740.30y� PROP. BMP2 \.0.300 ^ RE NV. OUT=739.8E + �. �. �\ INV OUT=740.10 �V '� �® A A V #4 ACC ' ' i i i slow' (SEE SHEET C5.0 i ��1 ■ � � � � \ � �: �C 0° a1nu�®.�,o . . .. i .. : I � �� • � � � _ �- -PROP. ANTI -SEEP COLLAR Czl (SEE DETAIL C4.9) �° tiS PC 441 PROP. 1O'LX8'WX18" 0 r x 14/ �� �i CLASS B RIP RAP APRON -__---- ---- \ \♦ 0000 `SS► \\\�� VA ��� \.0 now m► ' ' - - 741_ \ L �l _ \ ������� ■■■■■■■■■��� \4/�� �t 40* I/ / _ - - - -742 BMP #2 (SAND FILTER & EXTENDED DRY DETENTION) 1 "=20' SINGLE FAMILY - ALLOWABLE IMPERVIOUS PER LOT LOT # IMPERVIOUS AREA BONUS TOTAL IMPERVIOUS PER LOT BMP 1 3,530 300 3,830 2 2 3, 530 300 3,830 2 3 3,530 300 3,830 2 4 3,530 300 3,830 2 5 3,530 300 3,830 2 6 3,530 300 3,830 2 7 3,530 300 3,930 2 12 3,530 300 3,830 2 13 3,530 300 3,830 2 14 3,530 300 3,830 2 60 3,530 300 3,830 2 61 3,605 300 3,905 2 62 3,530 300 3,830 2 63 3,530 300 3,830 2 64 3,530 300 3,830 2 65 3,530 300 3,830 2 66 3,530 300 3,830 2 67 3,530 300 3,830 2 68 3,530 300 3,830 2 69 3,530 300 3,830 1 2 BMP#2 (SAND FILTER OUTLET SUMMARY CAallattaUecFlen6urg STORM WATER Services BMP inset Table Sand Filter Project Name: Nelson Road Sequence ID: 2 Drainage Area (acres): 10.57 Land Use/Development Type: < 0.25 acres - Reside ntiaVA t/Rowhouse Vegetation Type: Rock/Stone sand flfters Percent Built-U on Area: 50 Sediment Chamber Length ft.: 64 Sediment Chamber Width ft.: 70 Sediment Chamber Height ft.: 2 Sand Filter T e: Surface Media Depth ft.: 2.5 Media Surface Area ft2 : 2120 Flaw Diverter Present YIN : N Regulated By: Post Construction Ordinance Treatment Effectiveness: TSS Only NC State Plane X eastin : 1506046.754 NC State Plane Y (northing): 524975.5564 TOWN HOME- ALLOWABLE IMPERVIOUS PER BUILDING BUILDING# UN ITS PER BUILDING IMPERVIOUS ARE PER UNIT BONUS PER UNIT TOTALIMPERVIOUS PER BUILDING BMP BLDG 11 4 1646 100 6984 2 BLDG 12 4 1646 100 6984 2 BLDG 13 4 1646 100 6984 2 BLDG 14 4 1646 100 6984 2 BLDG 15 5 1646 100 8730 2 BLDG 16 5 1646 100 8730 2 BLDG 17 4 1646 100 6984 2 BLDG 18 4 1646 100 6984 2 BLDG 19 3 1646 100 5238 2- IMPERVIOUS AREA SUMMARY LOTS SIDEWALK CURB ROAD AMENITIES* EXISTING TOTAL TREATMENT 203,789 26,583 16,599 83,565 5,000 4,758 340,294 BMP 1 141,277 19,398 10,021 43,457 0 16,500 230,653 BMP 2 16,240 1,065 426 2,064 0 0 19,795 BMP 3 0 18,518 NA 744 1,000 0 20,262 BYPASS LEGEND --ELEV-- EXISTING CONTOUR ELEV EXISTING PHASE 3 CONTOUR ELEV PROPOSED CONTOUR ELEV -/ PROPOSED SPOT ELEVATION ELEV PROPOSED BSMT. UPPER PAD ELEVATION EXISTING CATCH BASIN EXISTING GAS LINE FO/C EXISTING FIBER OPTIC CABLE EXISTING STORM DRAINAGE PIPE PROPOSED STORM DRAINAGE PIPE ® PROPOSED CATCH BASIN PROPOSED SWALE TYPE -A SLOPED AT 1.5% (MIN.) UNLESS NOTED AS OTHERWISE SOIL REPORT BORE HOLE/TEST PIT LOCATION PCCE POST CONSTRUCTION ACCESS & MAINTENANCE ESMT. GRAPHIC SCALE 20 0 10 20 40 III NINE 1 INCH = 20 FEET ` `N1111111111111/ I �\A CAROB SEAL _ i 026462 �";/O/V i1 Bri1\ `���` 11111111111/11 THE ISAACS•�9 GROUP, P.C. ENGINEERING & t - m ;LAND SURVEYING; S7�0: NO. C-1069 OF Digitally signed by Anthony B. Cowan, P.E. Date: 2020.10.09 12:50:27-04'00'