Loading...
HomeMy WebLinkAbout20201546 Ver 1_ePCN Application_20201218i0- WithersRavenel .. our People. Your Success. December 18, 2020 US Army Corps of Engineers NC -Division of Water Resources Raleigh Regulatory Field Office 401 & Buffer Permitting Unit Mr. Chris Hopper Mr. Paul Wojoski 3331 Heritage Trade Drive 1617 Mail Service Center Suite 105 Raleigh, NC 27699 Wake Forest, NC 27587 Re: Hatcher Creek Subdivision - NWP 29 PCN Submittal Oxford, Granville County WR Project #03200058.03 Dear Mr. Hopper and Mr. Wojoski, On behalf of Hatcher Creek, LLC., we are requesting authorization from the USACE to use NWP 29 for 0.313 acres of permanent wetland impacts for construction of the proposed Hatcher Creek Subdivision project. We are also requesting a 401 WQC from NCDWR for these impacts. Please note that there are no proposed impacts to the onsite Tar -Pam Riparian Buffers, and therefore a Riparian Buffer Authorization is not required. The project is ±51.5 acres in size and is located at on the west side of Lewis Street (US 15 Hwy), approximately 0.5 miles north of the intersection of Lewis Street and Forest Service Road in Oxford, Granville County (Latitude: 36.284112°N; Longitude:-78.609576°W). The project is located on the following two parcels: • PIN: 191204524624 - ±15.1 acres • PIN: 191204524936 - ±41.15 acres Access to the project will be located within a platted 50ft Cross Access Easement within PIN: 191204620985. The project is located in the Tar -Pamlico River basin (HUC: 03020101) and onsite waters drain to Fishing Creek (Stream Index: 28-11a; Classification: C;NSW). Proposed Proiect The purpose of the proposed project is to construct a residential subdivision to meet the existing and growing demand for residential housing in Granville County. The project consists of construction of a mixed density residential development, containing multi -family apartments, attached townhomes and single-family homes, as well internal roads, stormwater management, utilities (water/sewer) and a community pool amenity center. The project consists of construction of the following: 219 Station Road, Suite 1011 Wilmington, NC 28405 t: 910.256.9277 www.withersravenel.com I License No. C-0832 Asheville I Cary Greensboro I Pittsboro I Raleigh I Wilmington Hatcher Creek Subdivision - Oxford, Granville Co. �: withers Rave n e l Our People. Your Success. • 12 Apartment Buildings with a total of 288 Units (576 Bedrooms) • 110 Townhomes (Attached) • 38 Single Family Homes • Construction of infrastructure, including internal access roads, sidewalks, parking for apartment site, utilities, and stormwater management • A community pool/amenity site within the single-family residential phase The project will be constructed using traditional commercial construction equipment and techniques. Proiect History WithersRavenel completed a formal delineation for the project area in March & May 2020. The attached Wetland/Buffer Delineation Exhibit depicts the results of the delineation. We have attached a Preliminary JD Request to this application in support of the delineation. Please note that we are not requesting issuance of a PJD in conjunction with issuance of the NWP 29. The only depicted stream within the project area on the USGS Quad or Granville County Soil Survey is Fishing Creek, which is subject to Tar -Pam Riparian Buffers. Since buffer subjectivity for Fishing Creek is conceded, a formal buffer determination from NCDWR was not requested. Proposed Impacts The proposed impacts consist of 0.313 acres of permanent wetland impacts. Construction of the internal roads will result in a total of 0.17 acres of permanent wetland impacts. The remaining 0.143 acres of permanent wetland impacts will result from site fill for construction of the apartment complex, single family lots and community pool/amenity center. There are no proposed impacts to Tar -Pam Riparian Buffers associated with Fishing Creek. The onsite wetlands consist of linear wetlands within natural crenulations very high up the slope which do not contain streams. The primary source of hydrology for the onsite wetlands is surface runoff from adjacent uplands. The terrain of the project site consists of a ridge running east to west through the center of the site which slopes to the north and south. The topography is steep, with the site dropping from elevation 460' in the center of the site to elevation 428' to the south and elevation 426' to the north along Fishing Creek, resulting in a general 4% slope. The construction of Main Blvd for access from Lewis Street will result in the 0.053 acres of permanent impacts (Impact 3) to Wetland D. Construction of Apartment Building 1 will result in 0.027 acres of permanent wetland impacts (Impact 4) to Wetland D. The construction of Main Blvd would impact most of the onsite portion of Wetland D, leaving only the 0.027-acre remnant area of Wetland D. The construction of apartment site will result in Building 8 will result in 0.071 acres of permanent wetland impacts. Construction of building containing Townhome Units 45-50 will result in 0.044 acres of permanent wetland impacts (Impact 1) to Wetland A. As previously mentioned, the topography of the site is steep, and a 15-ft tall retaining wall is necessary to stabilize site fill for the apartment site to bring it to elevation 450'. While a small area of Wetland A will remain south of the retaining wall, this area has been included as a permanent impact due to indirect secondary impacts resulting from fragmentation of Wetland A, as well as the stormwater management system elimination of the source of hydrology due to runoff being directed away from Wetland A. Page 2 of 5 Hatcher Creek Subdivision - Oxford, Granville Co. �: Withers Rave ne l Our People. Your Success. The construction of the internal roads within the single-family residential portion of the project will result in 0.097 acres of permanent impacts (Impact 6) to Wetland C. Additionally, the construction of the cul-de-sac for access to Lots 21-24 will result in 0.020 acres of permanent wetland impacts (Impact 10) to Wetland C. The proposed road and cul-de-sacs are necessary to provide access to developable uplands west of Wetland C for construction of the single-family lots. The design of the road has incorporated traffic calming features, including curves that promote slower speed for increased pedestrian safety. The remaining portions of Wetland C not impacted by the road will be impacted for construction of lots 12, 17, 18, 19, 20 & 21. The proposed community pool/amenity center within the single-family residential portion of the project will result in 0.019 acres of permanent wetland impacts (Impact 2) to Wetland B. The impacts are necessary for the backslopes necessary to tie fill for the pool amenity to natural grade. The topography in this area is very steep, dropping from 445' to 440' with a slope of 6%. The backslopes have been designed at a 3:1 slope to minimize impacts. Avoidance and Minimization Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted so that impacts to wetlands and "waters" could be minimized. Due to the locations of the wetlands within the project site, wetland impacts could not be avoided. The site plan has been designed to avoid impacts to Fishing Creek and its associated 50' riparian buffer. Permanent wetland impacts for construction of the pool/amenity center (Impact 2) within the single family residential was minimized by designing 3:1 backslopes to transition site fill to natural grade. The Main Blvd road wetland crossing (Impact 3) has been designed to minimize impacts to Wetland D by using 3:1 backslopes to transition road fill to natural grade. The construction of Apartment Building 1 will result in permanent impact to the remaining 0.027 acres of Wetland D (Impact 4). The hydrology of Wetland D is provided entirely from upland runoff, with little to no influence from groundwater fluctuations. If direct impacts were avoided, the surrounding development would direct all runoff from the built upon area away from the remnants of Wetland D and into the stormwater management system, thereby eliminating the primary source of hydrology. Without sufficient upland runoff to maintain the existing wetland hydrology conditions, the remnants of Wetland D would be secondarily impacted and eventually convert to uplands. The integrity and long-term viability of the remnants of Wetland D could not be maintained in the post -development condition. It was determined that the functional value of the remnants of Wetland D would be better served through provision of mitigation in a regional mitigation bank, and therefore the applicant is proposing to impact this wetland area for construction of Apartment Building 1. The proposed internal road within the single-family residential will impact the majority of Wetland C, with the remaining portions of Wetland C upstream of the cul-de-sac at Lot 23 being proposed to be impacted for construction of lots. Due to the location of Wetland C within the project, there are developable uplands west of Wetland C that require access. The connection of the proposed road within the single family was dictated by the need to align the road with Road A in the townhome portion of the project. In the early phases of site design, the potential to minimize impacts to Wetland C were explored. However, the proposed road could not be aligned to avoid Page 3 of 5 Hatcher Creek Subdivision - Oxford, Granville Co. %0 Withers Rave net 00 Our People. Your Success. Wetland C entirely, as the first 150 If of road would cross Wetland C, as would the two cul-de- sacs needed to access lots 13-17 & 21-23. Even if the proposed road were aligned to avoid most of Wetland C, four culverted driveway crossings over Wetland C would be needed to access the lots to the west. This design would have resulted in remnants of Wetland C consisting of short, fragmented sections of linear wetlands, effectively eliminating any functional value. Additionally, the stormwater management design would direct runoff into the stormwater management system and away from Wetland C, thereby eliminating the source of hydrology int the post -development condition. Without sufficient upland runoff to maintain the existing hydrologic conditions, the remnants of Wetland C would be secondarily impacted and eventually convert to uplands. The integrity and long-term viability of the remnants of Wetland C could not be maintained in the post - development condition. It was determined that the functional value of the remnants of Wetland D would be better served through provision of mitigation in a regional mitigation bank, and therefore the applicant is proposing to impact the upper reach of Wetland C. Access during construction will occur from uplands. Silt fencing will be installed around all disturbed areas to prevent loss of sediment into adjacent waters. Mitigation The applicant proposes to mitigate for the proposed 0.313 acres of permanent wetland impacts at a 2:1 ratio, resulting in the provision of 0.626 acres of riparian wetland mitigation. WithersRavenel checked with private mitigation banks within the 03020101 basin, and there was no riparian wetland mitigation available. Therefore, the applicant proposes to purchase the 0.626 acres or riparian wetland mitigation through the NCDCM ILF program. A copy of the NCDMS Letter of Acceptance has attached to this application. The current request is for 0.313 acres of permanent wetland impacts (see the attached maps and PCN for details). Please feel free to call if you have questions or require additional information. Sincerely WithersRavenel Troy Beasley Senior Environmental Scientist Page 4 of 5 Hatcher Creek Subdivision - Oxford, Granville Co. �: withers Rave n e l Our People. Your Success. Attachments: • Agent Authorization • Parcel/Owner Information • Wetland/Buffer Delineation Exhibit • USGS Quad Exhibits • Granville County Soil Survey • Preliminary JD Request • NCDMS Letter of Acceptance • NCNHP Project Review Letter • USFWS T&E List for Granville County • Impact Exhibits Page 5 of 5 DWR Division 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 20201546 Is a payment required for this project?* r No payment required r Fee received r Fee needed - send electronic notification Reviewing Office * Central Office - (919) 707-9000 Information for Initial Review 1a. Name of project: Hatcher Creek Subdivision 1a. Who is the Primary Contact?* Troy Beasley 1b. Primary Contact Email:* tbeasley@Wthersravenel.com Date Submitted 12/18/2020 Nearest Body of Water Fishing Creek (Stream Index 28-11a) Basin Tar -Pamlico Water Classification C;NSW Site Coordinates Latitude: 36.284112 Pre -Filing Meeting Information ID# 20201546 Pre -fling Meeting or Request Date* 10/21/2020 Longitude: 178.609576 Version#* 1 What amout is owed?* IT $240.00 r $570.00 Select Project Reviewer* Rick Trone:eads\rvtrone 1c. Primary Contact Phone:* (910)509-6512 Version 1 Attach documentation of Pre -Filing Meeting Request here:* EMAIL —Pre -Filing Meeting is not needed for Hatcher Creek Subdivision - 20201546 Ver 1_2020-11-21.pdf 581.5KB A. Processing Information C^U County (or Counties) where the project is located: Granville 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 Hatcher Creek Subdivision Acceptance Letter_2020-12-04.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? V 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: Hatcher Creek, LLC 2b. Deed book and page no.: Book: 01762; Page: 0763 2c. Responsible party: William Wynn - Manager 2d.Address 295.83KB * r Yes r No r Yes r No Street Address 2550 Capitol Drive Address Line 2 Suite 105 City Creedmoor Fbstal / Zip Code 27522 2e. Telephone Number: (919)730-4788 2g. Email Address:* bill@v.fiwynnholdings.com 2a. Name(s) on recorded deed: Addyson Qualified Opportunity Fund, LLC 2b. Deed book and page no.: Book: 01762; Page: 0331 2c. Responsible party: William Wynn - Manager 2d.Address Street Address 2550 Capitol Drive Address Line 2 Suite 105 City Creedmoor Postal / Zip Code 27522 2e. Telephone Number: (910)730-4788 2g. Email Address:* bill@whwynnholdings.com 3. Applicant Information (if different from owner) 3a. Name: William Wynn 3b. Business Name: Hatcher Creek, LLC 3c.Address Street Address 2550 Capitol Drive Address Line 2 Suite 105 City Creedmoor Fbstal / Zip Code 27522 3d. Telephone Number: (910)730-4788 3f. Email Address:* bill@Mvvynnholdings.com 4. Agent/Consultant (if applicable) 4a. Name: Troy Beasley 4b. Business Name: WithersRavenel 4c.Address Slate / Rovince / Region NC Country USA 2f. Fax Number: State / Province / Region NC Country USA 2f. Fax Number: State / Province / Region NC Country USA 3e. Fax Number: Street Address 219 Station Road Address Line 2 Suite 101 City Slate / Fnwince / Pagion Wilmington NC Postal / Zip Code Country 28405 USA 4d. Telephone Number: 4e. Fax Number: (910)509-6512 4f. Email Address:* tbeasley@Wthersravenel.com Agent Authorization Letter* Signed Agent Authorization_Hatcher Creek-Addyson.pdf 1.39MB SIGNED_Agent Authorization —Hatcher Creek LLC.pdf 358.51 KB C. Project Information and Prior Project History C^U 1. Project Information 1b. Subdivision name: (d appropriate) 1c. Nearest municipality/ town: Oxford Project Identification 2a. Property Identification Number: 191204524624 & 191204524936 2c. Project Address Street Address Located west of Lewis Street (US 15 Hwy), south of Fishing Creek Address Line 2 City Oxford Postal / Zip Code 27565 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* Fishing Creek (Stream Index: 28-11a) 3b. Water Resources Classification of nearest receiving water:* QNSW 3c. What river basin(s) is your project located in?* Tar -Pamlico 3d. Please provide the 12-digit HUC in which the project is located. 030201010201 4. Project Description and History 2b. Property size: ±51.5 acres Slate / Rmince / Pagion NC Country USA 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 project currently consists of undeveloped woodlands, and is bordered to the north by Fishing Creek. The general land use in the vicinity consists of a mbdure of undeveloped land, commercial and residential land use. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* r Yes IT 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 Quads-2019.pdf 528.19KB 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) Granville Co Soil Survey.pdf 1.59MB 4f. List the total estimated acreage of all existing wetlands on the property: 1.34 acres 4g. List the total estimated linear feet of all existing streams on the property: 1080 If 4h. Explain the purpose of the proposed project:* The purpose of the proposed project is to construct a residential subdivision to meet the existing and growing demand for residential housing in Oxford and Granville County. 41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:* The purpose of the proposed project is to construct a residential subdivision to meet the existing and growing demand for residential housing in Granville County. The project consists of construction of a mixed density residential development, containing multi -family apartments, attached townhomes and single-family homes, as well internal roads, stormwater management, utilities (water/sewer) and a community pool amenity center. The project consists of construction of the following: • 12 Apartment Buildings with a total of 288 Units (576 Bedrooms) • 110 Townhomes (Attached) 38 Single Family Homes Construction of infrastructure, including internal access roads, sidewalks, parking for apartment site, utilities, and stormwater management • A community pool/amenity site within the single-family residential phase The project will be constructed using traditional commercial construction equipment and techniques. 4j. Please upload project drawings for the proposed project. Wetland Impact Maps.pdf 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* r Yes r No Comments: WithersRavenel completed a formal delineation for the project area in March & May 2020. The attached Wetland/Buffer Delineation Exhibit depicts the results of the delineation. We have attached a Preliminary JD Request to this application in support of the delineation. Please note that we are not requesting issuance of a PJD in conjunction with issuance of the NWP 29. 5b. If the Corps made a jurisdictional determination, what type of determination was made?* r Preliminary f Approved r Not Verified r" Unknown r WA Corps AID Number 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Alyssa Ricci & Troy Beasley Agency/Consultant Company: WithersRavenel Other: 5d1. Jurisdictional determination upload Hatcher Creek PJD Request 08.17.2020.pdf 6. Future Project Plans 6a. Is this a phased project?* r Yes O No 3.23MB 9.05MB r Unknown 7b. If yes, explain. The multi -family apartment complex and townhomes will be constructed in the first phase, with the single family residential being constructed as the second phase. However, all impacts necessary to construct the entire proposed project are included in this application. 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? No D. Proposed Impacts Inventory l^V 1. Impacts Summary la. Where are the impacts associated with your project? (check all that apply): IW Wetlands r Streams -tributaries r Buffers r 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 2g. Impact Jurisdicition*(?) area* Im act 1 Site Fill P Headwater Forest Wetland A Yes Both 0.044 P (acres) Im act 2 P Site Fill P Headwater Forest Wetland B Yes Both 0.019 (acres) Im act 3 P Road Crossing 9 P Headwater Forest Wetland D Yes Both 0.053 (acres) Im act 4 P Site Fill P Headwater Forest Wetland D Yes Both 0.026 (acres) Impact 5 Site Fill P Headwater Forest Wetland C Yes Both 0.005 (acres) Impact 6 Road Crossing P Headwater Forest Wetland C Yes Both 0.097 (acres) Impact 7 Site Fill P Headwater Forest Wetland C Yes Both 0.001 (acres) Impact 8 Site Fill P Headwater Forest Wetland C Yes Both 0.003 (acres) Impact 9 Site Fill P Headwater Forest Wetland C Yes Both 0.045 (acres) Impact 10 Site Fill P Headwater Forest Wetland C Yes Both 0.020 (acres) 2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact 0.000 0.313 2g. Total Wetland Impact 0.313 2h. Comments: See Cover Letter for additional information on proposed impacts. 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: Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted so that impacts to wetlands and "waters" could be minimized. Due to the locations of the wetlands within the project site, wetland impacts could not be avoided. The site plan has been designed to avoid impacts to Fishing Creek and its associated 50' riparian buffer. Permanent wetland impacts for construction of the pool/amenity center (Impact 2) within the single family residential was minimized by designing 3:1 backslopes to transition site fill to natural grade. The Main Blvd road wetland crossing (Impact 3) has been designed to minimize impacts to Wetland D by using 3:1 backslopes to transition road fill to natural grade. The construction of Apartment Building 1 Will result in permanent impact to the remaining 0.027 acres of Wetland D (Impact 4). The hydrology of Wetland D is provided entirely from upland runoff, with little to no influence from groundwater fluctuations. If direct impacts were avoided, the surrounding development would direct all runoff from the built upon area away from the remnants of Wetland D and into the stormwater management system, thereby eliminating the primary source of hydrology. Without sufficient upland runoff to maintain the epsting wetland hydrology conditions, the remnants of Wetland D would be secondarily impacted and eventually convert to uplands. The integrity and long-term viability of the remnants of Wetland D could not be maintained in the post -development condition. It was determined that the functional value of the remnants of Wetland D would be better served through provision of mitigation in a regional mitigation bank, and therefore the applicant is proposing to impact this wetland area for construction of Apartment Building 1. The proposed internal road within the single-family residential will impact the majority of Wetland C, with the remaining portions of Wetland C upstream of the cul-de-sac at Lot 23 being proposed to be impacted for construction of lots. Due to the location of Wetland C within the project, there are developable uplands west of Wetland C that require access. The connection of the proposed road within the single family was dictated by the need to align the road with Road A in the townhome portion of the project. In the early phases of site design, the potential to minimize impacts to Wetland C were a)plored. However, the proposed road could not be aligned to avoid Wetland C entirely, as the first 150 If of road would cross Wetland C, as would the two cul-de-sacs needed to access lots 13-17 & 21-23. Even if the proposed road were aligned to avoid most of Wetland C, four culverted driveway crossings over Wetland C would be needed to access the lots to the west. This design would have resulted in remnants of Wetland C consisting of short, fragmented sections of linear wetlands, effectively eliminating any functional value. Additionally, the stormwater management design would direct runoff into the stormwater management system and away from Wetland C, thereby eliminating the source of hydrology int the post - development condition. Without sufficient upland runoff to maintain the epsting hydrologic conditions, the remnants of Wetland C would be secondarily impacted and eventually convert to uplands. The integrity and long-term viability of the remnants of Wetland C could not be maintained in the post - development condition. It was determined that the functional value of the remnants of Wetland D would be better served through provision of mitigation in a regional mitigation bank, and therefore the applicant is proposing to impact the upper reach of Wetland C. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: Access during construction will occur from uplands. Silt fencing will be installed around all disturbed areas to prevent loss of sediment into adjacent ureters. 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? r 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) 4c. If using stream mitigation, what is the stream temperature: 4e. Riparian wetland mitigation requested: (acres) 0.628 acres 4g. Coastal (tidal) wetland mitigation requested: (acres) 4h. Comments WithersRavenel contacted mitigation banks listed for the 03020101 basin, and there was no wetland mitigation available. Therefore, the applicant proposed to provide the required mitigation through the purchase of 0.628 acres of riparian wetland mitigation through the NCDMS ILF program. A copy of the NCDMS Letter of Acceptance has been attached to this application. F. Stormwater Management and Diffuse Flow Plan (required by DWR) 1. Diffuse Flow Plan la. 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 What type of SCM are you providing? r Level Spreader r Vegetated Conveyance (lower SHWT) r Wetland Swale (higher SHWT) 9 Other SCM that removes minimum 30 % nitrogen r Proposed project will not create concentrated stormwater flow through the buffer Diffuse Flow Documentation 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 15A NCAC 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? 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 17 Phase II r NSW r USMP F Water Supply Please identify which local government stormwater program you are using. City of O)dord Comments: The Stormwater management plan consists of two wet detention SCMs which will provide 30% nitrogen removal and therefore diffuse flow is not required. The stormwater management plan will be reviewed and approved by the City of O)dord as the certified municipality. G. Supplementary Information 1. Environmental Documentation 1a. 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 (15A NCAC 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 f• No 3b. If you answered "no," provide a short narrative description. There are no future phases of the proposed project and is not anticipated to result in additional development. Anyadditional development in the vicinity of the proposed project will be required to meet federal, state and local regulations in order to prevent impact to nearby downstream water quality. 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. Onsite sewer will connect to the City of Oxford's sanitary sewer system for collection and treatment in their WWTP. 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 any trees 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? Just a heads up on this. We've had a working relationship with Talbert & Bright since 2010 and they are one of the Enviro Department's biggest clients. While not formally exclusive, we do run all potential opportunities by them to see if they are chasing it before going out an partnering with other firms. Talbert & Bright is currently the on -call engineer for Lumberton Airport. Bob Snuck, the airport director had a bit of a strained relationship with Talbert & Bright over the design of the new airport terminal building (which the architect designed, not T&B). But the board of the airport was always happy with Talbert & Bright's work. Mr. Snuck put this RFQ out very early, as the on -call engineering contract wouldn't come into effect until 2022. However, Mr. Snuck has resigned from his position since issuing the RFQ due to medical issues. Based on the relationship that Talbert & Bright has with the airport board, I would say there's a 95 % chance that Talbert & Bright will be awarded the on -call contract for the additional 5-years. I don't think it's worth the effort of trying to pull a newteam together to chase this. Talbert & Bright always includes WR for all of their environmental work, and survey work where they can in all of their RFQ submittals. They've started using our utilities dept as well. I think it would be worth setting up a videoconference with some of the T&B PMs to introduce them to our Pavement Conditions capabilities, as well as any other services we'd like to integrate with them. Consultation Documentation Upload NCNHP Project Review Review Letter_2020-12-16.pdf 197.52KB USFWS T&E List for Granville Co_2020-07-17.pdf 138.78KB 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?* WR reviewed the NOAA Essential Fish Habitat online mapper, located at: http://www.habitat.noaa.gov/protection/efh/efhmapper/indexhtmi and determined that there are no waters classified as EFH in Granville County. 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? * WR reviewed the NC State Historic Preservation Office's online database, located at: http://gis.ncdcr.gov/hpoveb/, to determine if there were any known historic or cultural resources within or in the vicinity of the proposed project. The database review did not identify any known resources within or immediately adjacent to the proposed project. 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.ncfloodmaps.com Miscellaneous Comments Miscellaneous attachments not previously requested. Parcel -Owner Info.pdf 365.75KB Cover Letter.pdf 122.51 KB Signature * 17 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: Troy Beasley Signature 01 4* Date 12/18/2020 u ROY COOPER Governor MICHAEL S. REGAN Secretary TIM BAUMGARTNER Director Bill Wynn Hatcher Creek LLC 2550 Capitol Drive, Suite 105 Creedmoor, NC 27522 "N QUAM`1111�/ NORTH CAROLINA Environmental Quality December 4, 2020 Expiration of Acceptance: 6/4/2021 Project: Hatcher Creek Subdivision County: Granville 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 Tar -Pamlico 03020101 Riparian Wetland 0.313 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: Troy Beasley, agent Sincerely, FOR James. B Stanfill Asset Management Supervisor NORTH CARo ND_EQ�� oeparlment of Environmental Duali 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 40 WithersRavenel NoOur People. Your Success. AUTHORITY FOR APPOINTMENT OF AGENT The undersigned Owner Add son Qualified Opportunity Fund LLC (Client) does hereby appoint WithersRavenel Inc. as his, her, or it's agent for the purpose of petitioning the appropriate local, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC Division of Water Quality, NC Division of Coastal Management, local municipalities, etc.) for: a) review and approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters, riparian buffers, etc.) and/or; b) preparation and submittal of appropriate environmental permit applications/requests for Lot 4 (±36A acres) located west of Lewis Road in Oxford, NC. The Client does hereby authorize that said agent has the authority to do the following acts on behalf of the owner: (1) To submit appropriate requests/applications and the required supplemental materials; (2) To attend meetings to give representation on behalf of the Client. (3) To authorize access to subject property for the purpose of environmental review by appropriate regulatory agencies. This authorization shall continue in effect until completion of the contracted task or termination by the Client. Agent's Name, Address & Telephone: WithersRavenel, Inc. 115 MacKenan Drive Cary, INC 27511 Date: (�/!� OZ 6 Signature of Client: �} [�.& ,.. 14 rJVtv) Ma-nanyer &ALg4,,(Name - Print) (Title) I� (Signature) Tel. (919)-469-3340 �C ss� �b �`rd� p r• , 5[a,`e ��S Mailing Address Cree jtnoar, N C o2 Sod a - City State Zip Phone: Email: 1 D W nn jk6 Id tin S• C p� 115 MacKenan Drive i Cary, NC 27511 t: 919.469.3340 ( f: 919.467.60081 www.withersrave nel.corn I License No. C-0832 Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington t WW111 A VIM WIRE' 1W 1w2 RA' W ORM.I VILILS W AVFII,I'.GI fALV, .W aLN4 yp,{v w.,a ,IIotA ,.v 41.1PIwmti MAf � SMtr a 2ro�NarYw lw M[ 9tiYEt 6 9tlni wFA[vy neat bE 4RAmAviS a:nu a parr as n o�xl[a ew+ f:ianm,1° p !�, C�-[� Mt NS RA' Nay PnpyEy M aCr00110A�Y2 2q Iq AVIa@ YO Mal ws uaP {��N fY eltt FW eNtl 9R1[111G t[ MYA1 G3:0'MA (f ' (11 ACaC Y ISW1 wUxss OIYCMII sa,'u+r. �;OfAfv, gwiRe alN t3A1 1p_Iut a JIeNiL �M 1 L--� 7 t ` IXIOILip'�6Yi fM0 9RR,Ot P-nwl U .ulmv rnRn we P. t.n.rvrr error, nc rvwrsos Q',.- Nexw=v,� Mn>I�wnw ar ure vo,2aol waa AF1/IG„[ Ot 11.,4119f U4i 4@fh,k 1 [rtl Ipmr cqm ,Iur I aY h[ .a[1 UM ,m t w .uu a � wc�m�ir iiawy�.cm fnw a 68 ii' Raarno. lPr., w ((ay 11ws raao,l. r3uwo- wF«'�!.-.m uuaAY eh0..a .Kl AIO omr+A 4l S,oEE„ �� wwt5 NO I1YfN 91LS TO It�t 01 iawnaw Q ne d. a oeao. I:,INIW 3�R/delo >Mrv: iVvw x•�• Ttea.Ge.�Ala^°p' �FAaeTy NW1N CNi,XN1A .nxw rrnou �S GYBE ILL�Nlplr '.�a Y f1R(!Ih➢ td RL1519AAp1 e.s nay d u (�Sl At R1Qf Yd dlfAlL OWIfY RC N Yv. Iirsv a oms ado SIS 1,588,525 sq.fi � 313,962 eq.R 9 M6- 2,2 A- 7.253 AC. 1 C-33 , ' � R 833.9T6 U1¢ft 14M4 AC t w w MMCd,4va:.w K F1E6N1G PM� A mlAl utSAfD 'AIRYEY. d OMG []RSPnS, A II[ 96MPM a f1B6M9ola raa. fwaxady xw� :. rrGJv"'VIVCAWTHORNE, MOSS lC PANCIERA, P.Q PROFESSIONAL LAND SURVEYORS, C-1525, 391'5.'1 WZ133 sp.IL 8313 AC W_ .a r . s ei � m�oai iwaon O. - LSlYN M wl •n-wra Iwr1 NOTES: - 4A ca.v®n moiq.,.S K 10 IM 1W.rcm WI.AwY REC04BMATIM SURVEY rOR n SHIELD DEVELOPMENT. LLC U.S. HIGHWAY t5 I.E"% S:MT OWNER: SHIELD OEVELOPNENT, UX I REF: D.B. 1709, PACE 530 REF: P.B. 42, PAGE 90 N FISHING CREEK TOYMSHIP CRANVAU COUNTY, NORIN CAROUNA 2m ,a) P Mo tw SCALE 1'-200'g J ! SEPTENBER IS, 2019 4 20NED R-A, ]g Ka PINT 1912-$2-4935 i. BOx 1251 WAKE FOREST N.C.. 275M (919) 558-3148 40- WithersRavenel YA■ Our People. Your Success. AUTHORITY FOR APPOINTMENT OF AGENT The undersigned Owner Hatcher Creek, LLC (Client) does hereby appoint WithersRavenel, Inc. as his, her, or it's agent for the purpose of petitioning the appropriate local, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC Division of Water Quality, NC Division of Coastal Management, local municipalities, etc.) for: a) review and approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters, riparian buffers, etc.) and/or; b) preparation and submittal of appropriate environmental permit applications/requests for Lot 3 (i14,55 acres) located west of Lewis Road in Oxford, NC. The Client does hereby authorize that said agent has the authority to do the following acts on behalf of the owner: (1) To submit appropriate requests/applications and the required supplemental materials; (2) To attend meetings to give representation on behalf of the Client. (3) To authorize access to subject property for the purpose of environmental review by appropriate regulatory agencies. This authorization shall continue in effect until completion of the contracted task or termination by the Client. Agent's Name, Address & Telephone: WithersRavenel, Inc. 115 MacKenan Drive Cary, NC 27511 - Date: �— a� ` a0a 6 Signature of Client: R �,Wy p n MP�rn er�lYl@ rLa� (Name - Print) (Title) &a" (Signature) Tel. (919)-469-3340 a,55o GpTA 1 Mailing Address o211 S 0o City State Zip Phone: Ct ICI — D30 r �? 6 8 KW EmaEmail:���1� (1.1hh+►�O1��v5.com 115 MacKenan Drive I Cary, NC 27511 t: 919.469.33401 f: 919.467.6008 1 www.withersravenetcom I License No. C-0832 Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington L WDVU A VM WR. TW M RAT p5 W w' um, Yr 9A� rHO. wv .LN4 9AS1' M.IC[ WS(P W Pli FH9p.. 1W,fr 6 9 MMOL —1 ►C i¢ c.xf5 9cN.T[o NK of RT .IRA l 1: /r t P.K.K rLv 9RK+nf Wi9t GROtwA tr I.d[ x ,euP Y,1� w awW4 so,•wr. r y�y £ ; l �/Ii '- n.sJlLoara :vao j PA:R9AWAL IAIO aRw+ol 4-r.., 14 RmenauA a1eAL1 ra M, II[ PPV,6+66 p riQ 9A,1Y96- a Yx Ory a .Y�Yn .OAry cuawa mlrArr.x o' awowa un omr+„aY 1p ImT CA1Ft TM1, AY (K NIE1 PY �. .. owa,lsl a x PAn em• 9n�n n,o ocm.aw au,z, un ,ru+, f.0 weir A0�! P.S PLLM a " ao,aso, wm w�{w�i,tx wreorT. lsrAe.i, u�i �.�T'1.:u-ia, UIIB I4 9YJY1lW, 6 �1i 1[.'4ra[ alfglr� _ 'tQ� fi14M1E [WNTT. HORM GNi�AMA ,mac R _ _ leex olAttA K 9iA4Y{tl [AM,. LA4r+ All M t YY A RA1 ,014, 9P5 �A1dt ItW i[tl0.i! NY ix,]DID.ILL .A Rr'eP arm, eT6,ow r -+x m+¢raa.rvv i°c� ar #. � � -4S E 1]vAY7 Yf 1.I'WS25 .WfL $ 315.m AC' q. R :+ 3&422 AG .q�� I O.a •a r ti 833,976 �R 14u.,u.r.��aeeAe� Grlr, liilHi�iNkli�µkilMM�If u" %,Mr'nL, y�L✓�W .. H.n WigcOo�a-wla .—P a49 -19 � M M a ns9 (T, ra��w •065 iA�w t ��aa�rLvoa ,m. T- lYa �a,�� � Y �R1LEI,M.'i., a FAiThC PwK. e0.WT GgRPm B.Y EY. a m.aa guano. m n,T ou:aa a aePaw.. LNoD u ee, uos, wus»axa 1a*+trm xo ._1... ox. CAWfHORNE. MOSS do PANCERA. P.C. PROFESMIAL LAND SURVEYORS, C-1525, S 1 1/ o 2 WZ133 p.R fl313 AG- ° a M. riy as-,�qn VICINITY MAP M.1 Noms: .e. arum n mw•.x rTrca .ten bs'grv�• r suim'45'.n�a g� rw�'�'. eo.m ter_ IA[ T'.'PE l[RNC _ 7_RS-,i _ I WA u -- ITS RECOWMaAT1CN SURVEY roR SHIELD DEVELOPMENT. LLC i j.. U.S. NICNWAY 15 LEWIS STREET 13wm : SHIELD DEVELOPMENT, LLC + REF: D.B. 17D9, PAVE 630 2 REF' P,B, 42, PAGE 90 W 41SHAIG CREEK TOYMSW MANVILLE COUNTY, NORM CAROLINA 2w im 6 2w 1w SCALE i'-200' SEPTEMBER IS, ZD19 5 ZONED R-A 1912-52-493S ) BOX 12SI WAKE FOREST N.C.. 2758B,(919) 558-31�8 11— 11 n.. 11 Eaa 1 ■■ NoOur People. Your ,uz c,,. AUTHORITY FOR APPOINTMENT OF AGENT The undersigned Owner Hatcher Creek, LLC (Client) does hereby appoint WithersRavenel, Inc. as his, her, or it's agent for the purpose of petitioning the appropriate local, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC Division of Water Quality, NC Division of Coastal Management, local municipalities, etc.) for: a) review and approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters, riparian buffers, etc.) and/or; b) preparation and submittal of appropriate environmental permit applications/requests for the ±51-acre Hatcher Creek Subdivision Project, located on Lewis Road in Oxford, Granville County, NC. The project consists of the following two parcels: • PIN: 191204524624 - ±15.10 acres • PIN: 191204524936 - ±41.15 acres The Client does hereby authorize that said agent has the authority to do the following acts on behalf of the owner: (1) To submit appropriate requests/applications and the required supplemental materials; (2) To attend meetings to give representation on behalf of the Client. (3) To authorize access to subject property for the purpose of environmental review by appropriate regulatory agencies. This authorization shall continue in effect until completion of the contracted task or termination by the Client. Agent's Name, Address & Telephone: WithersRavenel, Inc. 115 MacKenan Drive Cary, NC 27511 Date: c� - -C - aao cx V Signature of Client: (Name - Print) (f itle) (Signature) Tel. (919)-469-3340 �S6 C�a �A4 i �O c -le L 6-57 Mailing Address Cr-e(fd rny�, N c- 02 25 a City State Zip Phone: lr - l 9(5 - q -7 6J Email: �rl (�I,711(1 1'1I Lc/o 41 h .0 +.w. HATCHER CREEK 11FRANVILLE CO. SOIL SURVEY (1997) SHEET 10 GRAPHIC SCALE 0 250 500 1 inch = 500 ft. 0 .1w 400 WithersRavenel 1/ Engineers I Planners I Surveyors 96 5HAG1 GRd� RR Granviite 1 - -- --- �� WithersRavenel 1/ Engineers I Planners I Surveyors OXFORD r r , r 4 L 450 1 1 l �4 L PROJECT BOUNDARY 1 �5 15 i t � r 'e- L � 1 � S 1 + #041, r y GRAPHIC SCALE 0 250 500 1 inch = 500 ft. J 1 r 1 ' 4j HATCHER CREEK III USGS QUAD (2019) — OXFORD 400 WithersRavenel 00 Engineers I Planners I Surveyors VICINITY MAP %SITE CERTAINOBON ROAD DRI aRIVER OAK N COURT Z W I E s 1"=4,000' 1MAP B1 10 9 FUTURE SCM 2 7 DEVELOPMENT � � WETPOND _ (CONCEPTUAL) — WETLAND IMPACTSUMMARY MAP IMPACT # PERMANENT WETLAND IMPACT A 1 0.044 AC (1,914 SF) B1 2 0.019 AC (834 SF) C 3 0.053 AC (2,297 SF) 4 0.026 AC (1,156 SF) D 5 0.005 AC (198 SF) 6 0.097 AC (4,212 SF) 7 0.001 AC (39 SF) 8 0.003 AC (134 SF) 9 0.045 AC (1,981 SF) 10 0.020 AC (855 SF) TOTALS 0.314 AC (13,620 SF) 50' TAR-PAM BUFFER 5 :1 .�■ ..■ WETPOND L V_ �mar • i �i �i • IR 6,6161 ---�� • Co GRAPHIC SCALE 200 0 100 200 400 1 inch = 200 Ft. E a v 0 Z Qa Lu V J Q 9a Lu 0 458 � ASS ♦ _ — —433 — — ♦ \ � 4s3 ♦ \ PROPOSED ♦ _ RETAINING \ WALL \ ♦ o IMPACT LEGEND ■ PERMANENT WETLAND IMPACT - OTHER W / d / / /< a 452 N / / ID 453 VDS ` G1 �11L /) \ IMPACT #1- // PERMANENT WETLAND IMPACT- / 0.044 AC (1,914 SF) GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 Ft. ►] IMPACT LEGEND ■ PERMANENT WETLAND IMPACT - OTHER — 448 __— ---446Z POOL AMENITY SITE C oj 442 — 441� /i iii� 1 IMPACT #2 PERMANENT WETLAND IMPACT 0.019 AC (834 SF) / WETLANDS VIIETPOJID \ \ \ \\ 454 i m GRAPHIC SCALE \ 50 0 25 50 100 1 inch = 50 Ft. z 0 Q w= w =o z u w Q 0 0 ° o 0 0 IMPACT LEGEND ■ PERMANENT WETLAND IMPACT - OTHER GRAPHIC SCALE \ 451_� 45o 449 .W I 448 7 `o �447� 446 \ — \ IMPACT PERMANENT WETLAND IMPACT _'C` :._ • \ 0.053 AC (2,297 SF) IMPACT.�EGEND PERMANENT WETLAND IMPAZ`T GOAD PtRMANENT WETLAND IMPAJDT�_OTHER vv W 4�l 51 _ o so \ T -450 1 I '449 �44 •/' �/ � 406 5p IBHOUSE \ IMPACT #4 ° I \ \ \ PERMANENT WETLAND IMPACT 449— ! I I I I / 0 0.027 AC (1,156 SF) 4 1` / —BUILDING 1452- I � _ 1\ �.':..r• WETLANDSCl \ O ' GRAPHIC SCALE 40 0 20 40 80 1 inch = 40 Ft. 06 V IMPACT #7 PERMANENT WETLAND IMPACT IMPACT #8 0.001 AC (39 SF) PERMANENT WETLAND IMPACT 0.003 AC (134 SF) l I M PACT #9 / / //� / PERMANENT WETLAND IMPACT Zv C o 0 .3 v �3 v 10 � Y# 0.045 AC (1,981 SF) IMPACT #6 ,� / � YK — `— AFAF PERMANENT WETLAND IMPACT _ IMPACT #10 0.097 AC (4,212 SF) L= J _ � PERMANENT WETLAND IMPACT O\ 0.020 AC (855 SF) 06 i s s \ \ \ \ LIMITS OF �M / �/ \\ \\ I \ Q �'���\ \�`�o \\ \\ ROAD FILL 510 I , LIMITS OF \ \ \ O \ \ \ \ , \ ROAD FILL 449 —� IMPACT #5 0 PERMANENT WETLAND IMPACT \ U� \ \ I \ ���� I \ w 450— 0.005 AC 198 SF � \ \ \ \ \ I �s 1 \ I I � � �� U Z \ ���O I `- 1*1 e I w O� a / — c9 \ \ I I �I I \l I U _ —�a M \\ Intl H 1 1 I I I I I I yeI I = o �0 e I III —I I I X / oil 4�/ //� w / // //I / II I I I I I WETLANDS Ye o / I O� I II / / Cp / / l l l f 3T" I ,lk � \ ,A/ 0 GRAPHIC SCALE o �0 0 25 50 100 �J I I 1 inch = 50 Ft. Z a ■■N Roy Cooper. Governor 00 i NC DEPARTMENT OF Susi Hamilton, Secretary notan NATUPAL AND CULTURAL RESOURCES E sow Walter Clark, Director, Land and Water Stewardship NCNHDE-13521 December 16. 2020 Troy Beasley Withers & Ravenel 115 MacKenan Drive Cary, NC 27511 RE. Hatcher Creek Subdivision, 03200058.30 Dear Troy Beasley. The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information about natural heritage resources for the project referenced above. Based on the project area mapped with your request, a query of the NCNHP database indicates that there are no records for rare species, important natural communities, natural areas, and/or conservation/managed areas within the proposed project boundary. Please note that although there may be no documentation of natural heritage elements within the project boundary, it does not imply or confirm their absence, the area may not have been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists. In the event that rare species are found within the project area, please contact the NCNHP so that we may update our records. The attached `Potential Occurrences' table summarizes rare species and natural communities that have been documented within a one -mile radius of the property boundary. The proximity of these records suggests that these natural heritage elements may potentially be present in the project area if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile radius of the project area, if any, are also included in this report. If a Federally -listed species is found within the project area or is indicated within a one -mile radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here: https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37. Please note that natural heritage element data are maintained for the purposes of conservation planning, project review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions. Information provided by the NCNHP database may not be published without prior written notification to the NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP data may not be redistributed without permission. The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund easement, or Federally -listed species are documented near the project area. If you have questions regarding the information provided in this letter or need additional assistance, please contact Rodney A. Butler at rodnev.butlerWncdcr.aov or 919-707-8603. Sincerely, NC Natural Heritage Program DEPARTMENT OF NATURAL AND CULTURAL RESOURCES 1:1 W. JONES STREET, PALE01_ P<_ 27603 - 16S1 MAIL SERVICE CENTER. RALEiGH. NC 276" OFC !J19 707.9120 • FAX 919.707.4121 Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area Hatcher Creek Subdivision Project No. 03200058.30 December 16, 2020 NCNHDE-13521 Element Occurrences Documented Within a One -mile Radius of the Project Area Taxonomic EO ID Scientific Name Common Name Element Accuracy Federal State Global State Group Observation Occurrence Status Status Rank Rank Date Rank i Dragonfly or 33700 Macromia margarita Mountain River Cruiser 1987-06-06 H 4-Low --- Significantly G3 S2? Damselfly Rare No Natural Areas are Documented Within a One -mile Radius of the Project Area Managed Areas Documented Within a One -mile Radius of the Project Area Managed Area Name Owner Type Oxford Tobacco Research Station NC Department of Agriculture, Research State Stations Division Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/heir). Data query generated on December 16, 2020; source: NCNHP, Q3 October 2020. Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database. Page 2 of 3 NCNHDE-13521: Hatcher Creek Subdivision W V�n tic,• pF i� '� r'r.n1n9 Lrvcy PC Ba111own �yo� iV W+E - S � December 16, 2020 ❑ Project Boundary ❑ Buffered Project Boundary j Managed Area (MAREA) 1:24,065 0 0.2 0.4 0,8 mi 0 0.325 0.65 13 km Sources: Esri. HERE, Garmn. Ini—p, inuemenl P Corp., GE6= uSGS, FAO, F S, NRCAN, GeoS—. IG N. Hadas[er NL, Ordnance Survey. Esri Japan. MEfE. zu China [Hpng Kong)_ ic] Openar,e M1ap CantrBu[ors, and the C.,IS user Communiry Page 3 of 3 Endangered Species, Threatened Species, and Candidate Species, Granville County, North Carolina Updated: 07-17-2020 Common Name Scientific name Federal Record Status Status Vertebrate: Bald eagle Haliaeetus leucocephalus BGPA Current Carolina madtom Range by Basin Noturus furiosus ARS Current Neuse River waterdog Range by Necturus lewisi ARS Current basin Invertebrate: Atlantic pigtoe Range by Basin Fusconaia masoni ARS Current Brook floater Alasmidonta varicosa ARS Current Chowanoke crayfish Orconectes virginiensis ARS Obscure Dwarf wedgemussel Range by_ Alasmidonta heterodon E Current basin Green floater Lasmigona subviridis ARS Current Yellow lance Range by basin Elliptio lanceolata T Current Vascular Plant: Harperella Ptilimnium nodosum E Current Smooth coneflower Echinacea laevigata E Current Nonvascular Plant: Lichen: Definitions of Federal Status Codes: E = endangered. A taxon "in danger of extinction throughout all or a significant portion of its range." T = threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a significant portion of its range." C = candidate. A taxon under consideration for official listing for which there is sufficient information to support listing. (Formerly "C1" candidate species.) BGPA =Bald and Golden Eagle Protection Act. See below. ARS = At Risk Species. Species that are Petitioned, Candidates or Proposed for Listing under the Endangered Species Act. Consultation under Section 7(a)(2) of the ESA is not required for Candidate or Proposed species; although a Conference, as described under Section 7(a)(4) of the ESA is recommended for actions affecting species proposed for listing. T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance with another listed species and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered or threatened and are not subject to Section 7 consultation. See below. EXP = experimental population. A taxon listed as experimental (either essential or nonessential). Experimental, nonessential populations of endangered species (e.g., red wolf) are treated as threatened species on public land, for consultation purposes, and as species proposed for listing on private land. P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or "PT", respectively. Bald and Golden Eagle Protection Act (BGPA)_ In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed (de- listed) from the Federal List of Threatened and Endangered wildlife. This delisting took effect August 8,2007. After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) becomes the primary law protecting bald eagles. The Eagle Act prohibits take of bald and golden eagles and provides a statutory definition of "take" that includes "disturb". The USFWS has developed National Bald Eagle Management Guidelines to provide guidance to land managers, landowners, and others as to how to avoid disturbing bald eagles. For mor information, visit http://www.fvvs.goy/migratorybirds/baldeagle.htm Threatened due to similarity of appearance(T(SS/A))_ In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from New York south to Maryland) was listed as T (threatened), and the southern population (from Virginia south to Georgia) was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the collection and interstate and international commercial trade of bog turtles from the southern population. The T(S/A) designation has no effect on land management activities by private landowners in North Carolina, part of the southern population of the species. In addition to its official status as T(S/A), the U.S. Fish and Wildlife Service considers the southern population of the bog turtle as a Federal species of concern due to habitat loss. Definitions of Record Status: Current - Based on NC Natural Heritage Program information, this taxon is considered to be extant in the county. Historical - Based on NC Natural Heritage Program information, this taxon is considered to be historical in the county, meaning that all recorded occurrences are either extirpated, have not been found in recent surveys, or have not been surveyed recently enough to be confident they are still present. Obscure - the date and/or location of observation is uncertain. Incidental/migrant - the species was observed outside of its normal range or habitat. Probable/potential - the species is considered likely to occur in this county based on the proximity of known records (in adjacent counties), the presence of potentially suitable habitat, or both. GRAPHIC SCALE 0 150 300 1 inch = 300 ft. PIN: 191204524936 - 41.15 ACRES ADDYSON QUALIFIED OPPORTUNITY FUND, LLC 1696 HAYES ROAD CREEDMOOR, NC 27522 BOOK: 01768; PAGE: 0331 PIN: 191204524624 - 15.10 ACRES HATCHER CREEK, LLC 2550 CAPITOL ROAD CREEDMOOR, NC 27522 BOOK: 01762; PAGE: 0763 50' ACCESS EASEMENT LOCATED ON: PIN:191204620985 SHIELD DEVELOPMENT, LLC 7320 SIX FORKS ROAD SUITE 100 RALEIGH, NC 27615 HATCHER CREEK III PARCEL/OWNER EXHIBIT III 40 WgthersRavenel PIN: 191204524624 "Bac { J F Tank 3 �yy� � s � � �r + 1 � I � 12/16/2020, 12:30:51 PM Parcels Centerlines Lot Lines Hydro Easements granville_nc_anno 1:4,800 0 0.04 0.09 0.18 mi 0 0.05 0.1 0.2 km Granville County, State of North Carolina DOT, Esri, HERE, Garmin, USGS, NGA, EPA, USDA, NPS I Granville County, State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, NGA, USGS