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HomeMy WebLinkAbout20201847 Ver 1_401 Application_20210317Staff Review Does this application have all the attachments needed to accept it into the review process?* r Yes r No ID#* 20201847 Version* 1 Is this project a public transportation project?* r Yes r No Reviewer List:* Sue Homewood:eads\slhomewood Select Reviewing Office:* Winston-Salem Regional Office - (336) 776-9800 Submittal Type:* 401 Application Does this project require a request for payment to be sent?* r Yes r No How much is r $240.00 owed?* r $570.00 Project Submittal Form Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered. Project Type: * r For the Record Only (Courtesy Copy) r New Project r Modification/New Project with Existing ID r More Information Response r Other Agency Comments r Pre -Application Submittal r Re-Issuance\Renewal Request r Stream or Buffer Appeal Pre -Filing Meeting Information Before submitting this form please ensure you have submitted the Pre -Filing Meeting Request Form as we will not be able to accept your application without this important first step. The Pre -Filing Meeting Request Form is used in accordance with 40 C.F.R. Section 121.4(a) "At least 30 days prior to submitting a certification request, the project proponent shall request a pre -filing meeting with the certifying agency" and in accordance with 40 C.F.R. Section 121.5(b)(7), and (c)(5) all certification requests shall include documentation that a pre -filing meeting request was submitted to the certifying authority at least 30 days prior to submitting the certification request. Click here to read more information on when this form is needed prior to application submission or here to view the form. Attach documentation of Pre -Filing Meeting Request here: Documentl .pdf Date for Meeting Request 12/1/2020 ID# 2020-1847 Version 1 Project Contact Information Name: Michael Brame who is subrritting the inforrration? Email Address: hlagamba@pilotenviro.com Project Information Project Name: King's Crossing Is this a public transportation project? r Yes r No 21.31 KB Is the project located within a NC DCM Area of Environmental Concern (AEC)? r Yes r No r Unknown County (ies) Stokes Please upload all files that need to be submited. Oickthe upload button or drag and drop files here to attach document 3719.1_King's Crossing_PCN App_3.17.21.pdf 11.21 MB Only pdf or Iv17 files are accepted. Describe the attachments or comments: PCN for 401 WQC Sign and Submit P By checking the box and signing box below, I certify that: ■ I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief. ■ I, 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 agree that submission of this online 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"); ■ 1 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 online form. Signature: ��AW-4 :10.1��IIIWIOI Submittal Date: Is filled in autorratically. Preliminary ORM Data Entry Fields for New Actions ACTION ID #: SAW- Begin Date (Date Received): Prepare file folder Assign Action ID Number in ORM 1. Project Name [PCN Form A2a]: 2. Work Type: Private Institutional Government Commercial 3. Project Description / Purpose [PCN Form B3d and B3e]: 4. Property Owner / Applicant [PCN Form A3 or A4]: 5. Agent / Consultant [PNC Form A5 – or ORM Consultant ID Number]: 6. Related Action ID Number(s) [PCN Form B5b]: 7. Project Location – Coordinates, Street Address, and/or Location Description [PCN Form B1b]: 8. Project Location – Tax Parcel ID [PCN Form B1a]: 9. Project Location – County [PCN Form A2b]: 10. Project Location – Nearest Municipality or Town [PCN Form A2c]: 11. Project Information – Nearest Waterbody [PCN Form B2a]: 12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]: Authorization: Section 10 Section 404 Section 10 and 404 Regulatory Action Type: Standard Permit Pre-Application Request Nationwide Permit # Unauthorized Activity Regional General Permit # Compliance Jurisdictional Determination Request No Permit Required Revised 20150602 Page 1 of 21 PCN Form - Version 1.5, September 2020 Office Use Only Corps Action ID no. SAW-2018-01158 Date received: [Click to enter.] DWR project no. [Click enter.] Date received: [Click to enter.] Site Coordinates: Latitude (DD.DDDDDD): 36.272453° Longitude (DD.DDDDDD): 80.345723° Form Version 1.5, September 2020 Pre-Construction Notification (PCN) Form (Ver. 1.5, September 2020) For Nationwide Permits and Regional General Permits and corresponding Water Quality Certifications Please note: fields marked with a red asterisk * are required. The form is not considered complete until all mandatory questions are answered. The online help file may be found at this link: https://edocs.deq.nc.gov/WaterResources/0/edoc/624704/PCN%20Help%20File%202018-1-30.pdf The help document may be found at this link: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Permits/2017-Nationwide-Permits/Pre- construction-Notification/ Before submitting this form, please ensure you have submitted the Pre-Filing Meeting Request Form as DWR will not be able to accept your application without this important first step. The Pre-Filing Meeting Request Form is used to satisfy 40 C.F.R. Section 121.4(a) which states “At least 30 days prior to submitting a certification request, the project proponent shall request a pre-filing meeting with the certifying agency.” In accordance with 40 C.F.R. Section 121.5(b)(7), and (c)(5), all certification requests must include documentation that a pre-filing meeting request was submitted to the certifying authority at least 30 days prior to submitting the certification request.    Attach documentation of Pre-Filing Meeting Request to this Application. Date of Pre-filing Meeting Request (MM/DD/YYYY) *: 12/1/2020 DWR ID # 2020-1847 Version 1 (If applicable) A. Processing Information County (counties) where project is located: *StokesAdditional (if needed). Is this a public transportation project? * (Publicly funded municipal, state, or federal road, rail, or airport project) ☐ Yes ☒ No Is this a NCDOT project? * ☐ Yes ☒ No If yes, NCDOT TIP or state project number: Click to enter. If yes, NCDOT WBS number: * Click to enter. 1a. Type(s) of approval sought from the Corps: * ☒ Section 404 Permit (wetlands, streams, waters, Clean Water Act) ☐ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) Page 2 of 21 PCN Form - Version 1.5, September 2020 1b. Permit type(s)? * ☒ Nationwide Permit (NWP) ☐ Regional General Permit (RGP) ☐ Standard (IP) This form may be used to initiate the standard/ individual permit process with the USACE. Please contact your Corps representative concerning submittals for standard permits. All required items can be included as separate attachments and submitted with this form. 1c. Has the NWP or GP number been verified by the Corps? * ☐ Yes ☒ No NWP number(s): NWP 29 RGP number(s): Click to enter. 1d. Type(s) of approval sought from the DWR (check all that apply): * ☒ 401 Water Quality Certification – Regular ☐ 401 Water Quality Certification– Express ☐ Non-404 Jurisdictional General Permit ☐ Riparian Buffer Authorization ☐ Individual 401 Water Quality Certification 1e. Is this notification solely for the record because written approval is not required? * For the record only for DWR 401 Certification: * ☐ Yes ☒ No For the record only for Corps Permit: * ☐ Yes ☒ No 1f. Is this an after-the-fact permit/certification application? * ☐ Yes ☒ No 1g. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? ☐ Yes ☒ No If yes, attach the acceptance letter from mitigation bank or in-lieu fee program. 1h. Is the project located in any of NC’s twenty coastal counties? * ☐ Yes ☒ No 1i. Is the project located within an NC DCM Area of Environmental Concern (AEC)? * ☐ Yes ☒ No ☐ Unknown 1j. Is the project located in a designated trout watershed? * ☐ Yes ☒ No If yes, you must attach a copy of the approval letter from the appropriate Wildlife Resource Commission Office. Trout information may be found at this link: http://www.saw.usace.army.mil/Missions/Regulatory-Permit- Program/Agency-Coordination/Trout.aspx Page 3 of 21 PCN Form - Version 1.5, September 2020 B. Applicant Information 1a. Who is the primary contact? * Sam Hooker 1b. Primary Contact Email: * Shooker1@gmail.com 1c. Primary Contact Phone: * (###)###-#### (336)414-3796 1d. Who is applying for the permit/certification? * (check all that apply) ☐ Owner ☒ Applicant (other than owner) 1e. Is there an agent/consultant for this project?* ☒ Yes ☐ No 2. Landowner Information 2a. Name(s) on Recorded Deed: * King’s Cross Properties, LLC 2b. Deed Book and Page No.: 691/126 2c. Responsible Party (for corporations): Mr. Sam Hooker 2d. Address * Street Address: 1229 Hall Road Address line 2: Click to enter. City: Westfield State/ Province/ Region: North Carolina Postal/ Zip Code: 27053 Country: U.S. 2e. Telephone Number: * (###)###-#### (336) 414-3796 2f. Fax Number: (###)###-#### Click to enter. 2g. Email Address: * Shooker1@gmail.com 3. Applicant Information (if different from owner) 3a. Name: * Click to enter. 3b. Business Name (if applicable): Click to enter. 3c. Address: * Street Address: Click to enter. Address line 2: Click to enter. City: Click to enter. State/ Province/ Region: Click to enter. Postal/ Zip Code: Click to enter. Country Click to enter. 3d. Telephone Number: * (###)###-#### Click to enter. 3e Fax Number: (###)###-#### Click to enter. Page 4 of 21 PCN Form - Version 1.5, September 2020 3f. Email Address: * Click to enter. 4. Agent/ Consultant (if applicable) 4a. Name: * Michael T. Brame 4b. Business Name: Pilot Environmental, Inc. 4c. Address: * Street Address: 743 Park Lawn Court Address line 2: Click to enter. City: Kernersville State/ Province/ Region: NC Postal/ Zip Code: 27284 Country: U.S. 4d. Telephone Number: * (###)###-#### 336.708.4620 4e Fax Number: (###)###-#### Click to enter. 4f. Email Address: * mbrame@pilotenviro.com Agent Authorization Letter:* Attach a completed/signed agent authorization form or letter. A sample form may be found at this link: https://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Permits/2017-Nationwide-Permits/Pre- construction-Notification/ Page 5 of 21 PCN Form - Version 1.5, September 2020 C. Project Information and Prior Project History 1.Project Information 1a. Name of project: * King’s Crossing Development 1b. Subdivision name (if appropriate): King’s Crossing 1c. Nearest municipality/town: * King, NC 2.Project Identification 2a. Property identification number (tax PIN or parcel ID): 6902401971 & 6902200669 2b. Property size (in acres): 150 2c. Project Address: Street Address: Moore Road Address line 2: Click to enter. City: King State/ Province/ Region: NC Postal/ Zip Code: 27021 Country: U.S. 2d. Site coordinates in decimal degrees (using 4-6 digits after the decimal point): * Latitude (DD.DDDDDD): * 36.272453° Longitude (-DD.DDDDDD): * -80.345723° 3. Surface Waters 3a. Name of nearest body of water to proposed project: * Muddy Creek 3b. Water Resources Classification of nearest receiving water: * Class C The Surface Water Classification map may be found at this link: https://ncdenr.maps.arcgis.com/apps/webappviewer/index.html?id=6e125ad7628f494694e259c80dd64265 3c. In what river basin(s) is your project located? * Yadkin-PeeDee Choose additional (if needed) 3d. Please provide the 12-digit HUC in which the project is located: * 030401011302 The Find Your HUC map may be found at this link: https://ncdenr.maps.arcgis.com/apps/PublicInformation/index.html?appid=ad3a85a0c6d644a0b97cd069db238ac3 Page 6 of 21 PCN Form - Version 1.5, September 2020 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 undeveloped. The majority of the site has been timbered with the exception of wooded buffers around the streams and wetlands. Structures are not located on the site. The site is located in a residential/commercial area of King, Stokes County, North Carolina. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? * ☐ Yes ☒ No ☐ Unknown 4c. If yes, please give the DWR Certification number and/or Corps Action ID (ex. SAW-0000-00000): SAW-2018-01158 [Click to enter.] Attach any pertinent project history documentation 4d. Attach an 8½ x 11” excerpt from the most recent version of the USGS topographic map indicating the location of the project site. 4e. Attach an 8½ x 11” excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. 4f. List the total estimated acreage of all existing wetlands on the property: 3.492 acres 4g. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 5,820 linear feet 4g1. List the total estimated acreage of all existing open waters on the property: 0 acres 4h. Explain the purpose of the proposed project: * The purpose of the proposed project is to construct King’s Crossing, a subdivision that will contain commercial, multi-family residential and single family residential develpment. 4i. Describe the overall project in detail, including the type of equipment to be used: * The overall project consists of development of the site with commercial buildings, apartment buildings, a 107-lot single family residential subdivision and associated access roads, parking areas and associated improvements. To provide access to the 107 lot residential section of King's Crossing, it is necessary to construct two road crossings that will impact streams. Additionally, in order to connect to an existing sewer line, it is necessary to cross two streams. To facilitate development of the site, clearing and grading the site is necessary. Graders, haulers, excavators and other heavy equipment will be used during site construction. 4j. Attach project drawings/site diagrams/depictions of impact areas for the proposed project. 5.Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or in proposed impact areas? * ☒ Yes ☐ No ☐ Unknown Comments: The site was previously delineated and verified. 5b. If 5a is yes, who delineated the jurisdictional areas? Name (if known): David Brame/Michael Brame Agency/Consultant Company: Pilot Environmental Other: Click to enter. 5c. If the Corps made a jurisdictional determination, what type of determination was made? * ☒ Preliminary ☐ Approved ☐ Emailed Concurrence ☐ Not Verified ☐ Unknown Corps AID number (ex. SAW-0000-00000): SAW – 2018 - 01158 Page 7 of 21 PCN Form - Version 1.5, September 2020 5d. List the dates of the Corps jurisdictional determination or State determination if a determination was made by either agency. 7/5/2018 5d1. Attach jurisdictional determinations. Page 8 of 21 PCN Form - Version 1.5, September 2020 6. Future Project Plans 6a. Is this a phased project? ☐ Yes ☒ No 6b. If yes, explain. Click to enter. Are any other NWP(s), regional general permit(s), or individual permit(s) used, or intended to be used, to authorize any part of the proposed project or related activity? This includes other separate and distant crossings for linear projects that require Department of the Army authorization but don’t require pre-construction notification. No other permits have been used or are intended to be used. Page 9 of 21 PCN Form - Version 1.5, September 2020 D. Proposed Impacts Inventory 1. Impacts Summary 1a. Where are the impacts associated with your project (check all that apply): ☐ Wetlands ☒ Streams - tributaries ☐ Buffers ☐ Open Waters ☐ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, complete this table for each wetland area impacted. 2a. Site #* 2a1. Impact Reason/Type* 2b. Impact Duration* 2c. Wetland Name* 2d. Wetland Type* 2e. Forested ?* 2f. Jurisdiction Type* 2g. Impact Area (ac)* W1 Choose one Temp/ Perm Click to enter Choose one Y/N Choose one Click to enter W2 Choose one Temp/ Perm Click to enter Choose one Y/N Choose one Click to enter W3 Choose one Temp/ Perm Click to enter Choose one Y/N Choose one Click to enter W4 Choose one Temp/ Perm Click to enter Choose one Y/N Choose one Click to enter W5 Choose one Temp/ Perm Click to enter Choose one Y/N Choose one Click to enter W6 Choose one Temp/ Perm Click to enter Choose one Y/N Choose one Click to enter 2g1. Total temporary wetland impacts Click to enter. ac 2g2. Total permanent wetland impacts Click to enter. ac 2g3. Total wetland impacts Click to enter. ac 2h. Comments: Wetland impacts have been avoided. Page 10 of 21 PCN Form - Version 1.5, September 2020 3.Stream Impacts If there are perennial or intermittent stream/ tributary impacts (including temporary impacts) proposed on the site, complete this table for all stream/ tributary sites impacted. ** All Perennial or Intermittent streams must be verified by DWR or delegated local government Site #* 3a. Impact Reason/ Type* 3b. Impact Duration* 3d. Stream Name* 3e. Stream Type* 3f. Jurisdiction Type* 3g. Stream Width (avg ft) * 3h. Impact length (linear ft) * S1 Crossing/ Culvert Permanent Unnamed Perennial Both 3 66/30/3 S2 Crossing/ Culvert Permanent Unnamed Perennial Both 3 93/30/3 S3 Other Temporary Unnamed Perennial Both 3 4/3 S4 Choose one Temp/ Perm Click to enter Per/Int Choose one Click to enter Click to enter S5 Choose one Temp/ Perm Click to enter Per/Int Choose one Click to enter Click to enter S6 Choose one Temp/ Perm Click to enter Per/Int Choose one Click to enter Click to enter S7 Choose one Temp/ Perm Click to enter Per/Int Choose one Click to enter Click to enter S8 Choose one Temp/ Perm Click to enter Per/Int Choose one Click to enter Click to enter S9 Choose one Temp/ Perm Click to enter Per/Int Choose one Click to enter Click to enter S10 Choose one Temp/ Perm Click to enter Per/Int Choose one Click to enter Click to enter S11 Choose one Temp/ Perm Click to enter Per/Int Choose one Click to enter Click to enter S12 Choose one Temp/ Perm Click to enter Per/Int Choose one Click to enter Click to enter S13 Choose one Temp/ Perm Click to enter Per/Int Choose one Click to enter Click to enter S14 Choose one Temp/ Perm Click to enter Per/Int Choose one Click to enter Click to enter S15 Choose one Temp/ Perm Click to enter Per/Int Choose one Click to enter Click to enter 3i1. Total jurisdictional ditch impact: 0 linear ft 3i2. Total permanent stream impacts: 223 linear ft 3i3. Total temporary stream impacts: 9 linear ft 3i4. Total stream and ditch impacts: 232 linear ft 3j. Comments: Permanent stream impacts from culvert/fill are proposed to 159 linear feet (0.011 acres) of stream channel. Permanent stream impacts from keyed in rip rap are proposed to 60 linear feet (0.004 acres) of stream channel. Temporary impacts from coffer dams and pump arounds are proposed to 9 linear feet (0.0006 acres). Page 11 of 21 PCN Form - Version 1.5, September 2020 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S., individually list all open water impacts in the table below. 4a. Site #* 4b. Impact Reason/ Type* 4c. Impact Duration* 4d. Waterbody Name* 4e. Waterbody Type* 4e1. Jurisdiction Type* 4f. Impact area (ac)* O1 Choose one Temp/ Perm Click to enter. Choose one Choose one Click to enter. O2 Choose one Temp/ Perm Click to enter. Choose one Choose one Click to enter. O3 Choose one Temp/ Perm Click to enter. Choose one Choose one Click to enter. O4 Choose one Temp/ Perm Click to enter. Choose one Choose one Click to enter. 4g. Total temporary open water impacts Click to enter. ac 4g. Total permanent open water impacts Click to enter. ac 4g. Total open water impacts Click to enter. ac 4h. Comments: Open water impacts are not proposed. 5. Pond or Lake Construction If pond or lake construction is proposed, complete the table below. (*This does NOT include offline stormwater management ponds.) 5a. Pond ID # 5b. Proposed use or purpose of pond 5c. Wetland Impacts (ac) 5d. Stream Impacts (ft) 5e. Upland Impacts (ac) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one Click to enter. Click to enter. Click to enter. Click to enter. Click to enter. Click to enter. Click to enter. P2 Choose one Click to enter. Click to enter. Click to enter. Click to enter. Click to enter. Click to enter. Click to enter. 5f. Total Click to enter. Click to enter. Click to enter. Click to enter. Click to enter. Click to enter. Click to enter. 5g. Comments: Pond or lake construction is not proposed. 5h. Is a dam high hazard permit required? ☐ Yes ☐ No If yes, permit ID no.: Click to enter. 5i. Expected pond surface area (acres): Click to enter. 5j. Size of pond watershed (acres): Click to enter. 5k. Method of construction: Click to enter. Page 12 of 21 PCN Form - Version 1.5, September 2020 6. Buffer Impacts (DWR requirement) If project will impact a protected riparian buffer, then complete the chart below. Individually list all buffer impacts. 6a. Project is in which protected basin(s)? * (Check all that apply.) ☐ Neuse ☐ Tar-Pamlico ☐ Catawba ☐ Jordan ☐ Goose Creek ☐ Randleman ☐ Other: Click to enter. Site #* 6b. Impact Type* 6c. Impact Duration* 6d. Stream Name* 6e. Buffer Mitigation Required?* 6f. Zone 1 Impact* (sq ft) 6g. Zone 2 Impact* (sq ft) B1 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. B2 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. B3 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. B4 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. B5 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. B6 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. B7 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. B8 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. B9 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. B10 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. 6h. Total temporary impacts: Zone 1: Click to enter. sq ft Zone 2: Click to enter. sq ft 6h. Total permanent impacts: Zone 1: Click to enter. sq ft Zone 2: Click to enter. sq ft 6h. Total combined buffer impacts: Zone 1: Click to enter. sq ft Zone 2: Click to enter. sq ft 6i. Comments: Buffer impacts are not required. Please attach supporting documentation (impact maps, plan sheets, etc.) for the proposed project. Page 13 of 21 PCN Form - Version 1.5, September 2020 E. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts through project design: * The applicant has designed the proposed development to avoid impacts to wetlands on the site and the remaining 5,588 linear feet of stream channel. Headwalls and endwalls have been designed to minimize impacts in the two areas with proposed stream impacts. One sewer line crossing has been designed to span across the stream. Piers are to be installed from each side of the stream to avoid stream impacts at the location. The other sewer line impacts has been proposed to temporarily impact as little stream as possible. The remaining roads, utility lines and lots/pads have been designed to avoid additional impacts to wetlands. 1b. Specifically describe measures taken to avoid or minimize proposed impacts through construction techniques: * The clearing limits will be surveyed, staked and silt fencing and clearing limit fencing will be used. Disturbed areas will be seeded and mulched to limit sediment from entering downgradient waters. Slope matting will be used on steep slopes. Rip rap will be keyed in to the stream bed and banks to avoid unnecessary impacts to aquatic habitat or passage. 2. Compensatory Mitigation for Impacts to Waters of the U.S., Waters of the State, or Riparian Buffers 2a. If compensatory mitigation is required, by whom is it required? * (check all that apply) ☐ DWR ☐ Corps 2b. If yes, which mitigation option(s) will be used for this project? * (check all that apply) ☐ Mitigation Bank ☐ In Lieu Fee Program ☐ Permittee Responsible Mitigation 3. Complete if using a Mitigation Bank (Must satisfy NC General Statute143-214.11 (d1).) 3a. Name of mitigation bank: Click to enter. 3b. Credits purchased/requested: Type: Choose one Quantity Click to enter. Type: Choose one Quantity Click to enter. Type: Choose one Quantity Click to enter. Attach receipt and/or approval letter. 3c. Comments: Click to enter. 4. Complete if Using an In Lieu Fee Program 4a. Attach approval letter from in lieu fee program. 4b. Stream mitigation requested: Click to enter. linear feet 4c. If using stream mitigation, what is the stream temperature: Choose one NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District’s RIBITS website: (Please use the filter and select Wilmington district) https://ribits.usace.army.mil/ribits_apex/f?p=107:27:2734709611497::NO:RP:P27_BUTTON_KEY:0 4d. Buffer mitigation requested (DWR only): Click to enter. square feet 4e. Riparian wetland mitigation requested: Click to enter. acres Page 14 of 21 PCN Form - Version 1.5, September 2020 4f. Non-riparian wetland mitigation requested: Click to enter. acres 4g. Coastal (tidal) wetland mitigation requested: Click to enter. acres 4h. Comments: Click to enter. 5.Complete if Providing a Permittee Responsible Mitigation Plan 5a. If proposing a permittee responsible mitigation plan, provide a description of the proposed mitigation plan, including the amount of mitigation proposed. Click to enter. 5b. Attach mitigation plan/documentation. 6.Buffer Mitigation (State Regulated Riparian Buffer Rules) – DWR requirement 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ☐ Yes ☒ No If yes, please complete this entire section – please contact DWR for more information. 6b. If yes, identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required in the table below. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 Click to enter. Click to enter. Choose one Click to enter. Zone 2 Click to enter. Click to enter. Choose one Click to enter. 6f. Total buffer mitigation required Click to enter. 6g. If buffer mitigation is required, is payment to a mitigation bank or NC Division of Mitigation Services proposed? ☐ Yes ☐ No 6h. If yes, attach the acceptance letter from the mitigation bank or NC Division of Mitigation Services. 6i. Comments: Buffer mitigation is not required or proposed. Page 15 of 21 PCN Form - Version 1.5, September 2020 F. Stormwater Management and Diffuse Flow Plan (DWR requirement) 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? ☐ Yes ☒ No 1b. All buffer impacts and high ground impacts require diffuse flow or other forms of stormwater treatment. If the project is subject to a state implemented riparian buffer protection program, include a plan that fully documents how diffuse flow will be maintained. All Stormwater Control Measures (SCM) must be designed in accordance with the NC Stormwater Design Manual (https://deq.nc.gov/about/divisions/energy-mineral-land-resources/energy-mineral-land-permit- guidance/stormwater-bmp-manual). Associated supplement forms and other documentation must be provided. What Type of SCM are you providing? (Check all that apply) ☐ Level Spreader ☐ Vegetated Conveyance (lower seasonal high water table- SHWT) ☐ Wetland Swale (higher SHWT) ☐ Other SCM that removes minimum 30% nitrogen ☐ Proposed project will not create concentrated stormwater flow through the buffer For a list of options to meet the diffuse flow requirements, click here: Attach diffuse flow documentation. 2.Stormwater Management Plan 2a. Is this an NCDOT project subject to compliance with NCDOT’s Individual NPDES permit NCS000250? * ☐ Yes ☒ No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? * ☐ Yes ☒ No To look up low density requirements, click here: http://reports.oah.state.nc.us/ncac/title%2015a%20-%20environmental%20quality/chapter%2002%20- %20environmental%20management/subchapter%20h/15a%20ncac%2002h%20.1003.pdf 2c. IS the project over an acre? ☒ Yes ☐ No 2d. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state- approved local government stormwater program? * ☒ Yes ☐ No Note: Projects that have vested rights, exemptions, or grandfathering from state or locally implemented stormwater programs or projects that satisfy state or locally-implemented stormwater programs through use of community in-lieu programs should answer “no” to this question. 2e. Which of the following stormwater management program(s) apply? (Check all that apply) * ☒ Local Government ☐ State If you have local government approval, please include the SMP on their overall impact map. Page 16 of 21 PCN Form - Version 1.5, September 2020 Local Government Stormwater Programs * ☐ Phase II ☐ USMP ☐ NSW ☐ Water Supply Please identify which local government stormwater program you are using.* King State Stormwater Programs * ☐ Phase II ☐ HQW or ORW ☐ Coastal Counties ☒ Other Comments: King review and approval is required prior to beginning any disturbance activities. Page 17 of 21 PCN Form - Version 1.5, September 2020 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? * ☐ Yes ☒ No 1b. If you answered “yes” to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)? * ☐ Yes ☐ No 1c. If you answered “yes” to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) * ☐ Yes ☐ No Comments: A NEPA or SEPA is not required. 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), DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)? * ☐ Yes ☒ No 2b. If you answered “yes” to the above question, provide an explanation of the violation(s): Click to enter. 3. Cumulative Impacts (DWR Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? * ☐ Yes ☒ No 3b. If you answered “no”, provide a short narrative description: Additional development as a result of the proposed development is not proposed and is not likely. 3c. If yes, attach a qualitative or quantitative cumulative impact analysis (.pdf) in accordance with the most recent DWR policy. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project? * ☒ Yes ☐ No ☐ N/A 4b. If yes, 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 will be gravity fed to the existing sewer on the site. Impacts to the stream are documented in the impact summary table. Additional impacts for sewer infrastruture will not be required. Page 18 of 21 PCN Form - Version 1.5, September 2020 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? (IPAC weblink: https://www.fws.gov/ipac/ [fws.gov]) * ☒ Yes ☐ No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? * ☐ Yes ☒ No 5c. If yes, indicate the USFWS Field Office you have contacted. Choose one 5d. Is another federal agency involved? * ☐ Yes ☒ No ☐ Unknown If yes, which federal agency? Click to enter. 5e. Is this a DOT project located within Divisions 1-8? * ☐ Yes ☒ No 5f. Will you cut any trees in order to conduct the work in waters of the U.S.? * ☒ Yes ☐ No 5g. Does this project involve bridge maintenance or removal? * ☐ Yes ☒ No Link to NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB- SLOPES&apps.pdf 5h. Does this project involve the construction/ installation of a wind turbine(s)? * ☐ Yes ☒ No If yes, please show the location of the wind turbine(s) on the permit drawings/ project plans (attach .pdf) 5i. Does this project involve blasting and /or other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? * ☐ Yes ☒ No If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property (attach .pdf) 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? * US Department of the Interior – Fish and Wildlife Service Official Species List from IPaC 5 listed species are identified on the IPaC report. Habitat for Gray Bat, Northern Long-eared Bat, James Spinymussel, Schweinitz’s Sunflower and the Small-anthered Bittercress are not located within the proposed areas of impact. The three proposed areas of impact are densely vegetated with tree saplings, briars and scattered mature trees. The proposed impacts will have no effect on the listed species. Attach consultation documentation. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat? * ☐ Yes ☒ No Are there submerged aquatic vegetation (SAV) around the project vicinity? * ☐ Yes ☒ No ☐ Unknown Will this project affect submerged aquatic vegetation? * ☐ Yes ☒ No ☐ Unknown Explain: Click to enter. Page 19 of 21 PCN Form - Version 1.5, September 2020 6b. What data source(s) did you use to determine whether your site would impact Essential Fish Habitat? * Essential Fish Habitat Mapper – NOAA Fisheries Page 20 of 21 PCN Form - Version 1.5, September 2020 7.Historic or Prehistoric Cultural Resources (Corps Requirement) Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data): http://gis.ncdcr.gov/hpoweb/ 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? * ☐ Yes ☒ No 7b. What data source(s) did you use to determine whether your site would impact historic or archeological resources? * NC Historic Preservation Office's HPOWEB 2.0 7c. Attach historic or prehistoric documentation. 8.Flood Zone Designation (Corps Requirement) Link to the FEMA Floodplain Maps: https://msc.fema.gov/portal/search 8a. Will this project occur in a FEMA-designated 100-year floodplain? * ☐ Yes ☒ No 8b. If yes, explain how the project meets FEMA requirements. Click to enter. 8c. What source(s) did you use to make the floodplain determination? National Flood Hazard Layer froom FEMA Web Map Service – FEMA Panel 3710690200J – 5.16.07 Page 21 of 21 PCN Form - Version 1.5, September 2020 H. Miscellaneous Comments: Click to enter. Attach pertinent documentation or attachments not previously requested I. Signature * ☐ By checking the box and signing below, I, as the project proponent, certify to the following: The project proponent hereby certifies that all information contained herein is true, accurate, and complete, to the best of my knowledge and belief; 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; The project proponent hereby agrees 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”); The project proponent hereby agrees to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the “Uniform Electronic Transactions Act”); The project proponent hereby understands that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND As the project proponent, I intend to electronically sign and submit the PCN/online form. Full Name: * Michael T. Brame Signature: * 3/17/21 Not Proposal 3719.1 August 5, 202p AGENT AUTHORIZATION This form authorizes Pilot to act as our agent in stream wetland matters including U.S. Army Corps of Engineers and North Carolina Division of Water Resources field verification and permitting. Property Address: Owner Information: Name: Address: Telephone Number: Fax Number: E-mail Address: 120 M00RE RD. _ KING NORTH CAROLINA 27021 KINGS CROSS PROPERTIES, LLC 1229 HALL ROAD WESTFIELD, NORTH CAROLINA 27653 336 414 3796 NIA SHOOKERI a@GMAIL.COM Signature:",��Aaw��' Date: 4 5/11 /2018 Stokes County, NC Parcel Report Detailed Parcel Report Friday, May 11, 2018 NC PIN 6902200669 Owner Name KING'S CROSS PROPERTIES LLC Owner Mailing Address PO BO 21029 WINSTON-SALEM, NC 27120 Tax Information Deed Book 691/126 and Page: Plat Book and Page: Zoning: B-2-CU,O-I-CU,R-15- CU,R-MF-T-CU Acres: 130.93 I _ �r ff + I I I King Central Park I j _ '•k I i r= i : y -- j , I I I CO WARNING: THIS IS NOT A SURVEY. WARNING: .j-�'g Stokes County This map is prepared for the inventory of real property found within this jurisdiction, and is r61j6 TA GIS/Information Technology compiled from recorded deeds, plats, and other public records and data. Users of this map j in ..aAW -C 1014 Main Street are hereby notified that the aforementioned public primary information sources should be 78 Danbury, NC 27016 consulted for verification of the information contained on this map. The County and mapping company assume no legal responsibility for the information contained on this map. http://maps2. roktech. neUStokesGoMaps4/Reports/UserDefi ned/parcel Report.cfm?objectids=3208109&visLayers=63,64,65,69,70, 71,72,73,74,76, 77,78,79,80, 81,82,8 5/11 /2018 Stokes County, NC Parcel Report Detailed Parcel Report Friday, May 11, 2018 NC PIN 6902401971 Owner Name KING'S CROSS PROPERTIES LLC Owner Mailing Address PO BO 21029 WINSTON-SALEM, NC 27120 Tax Information Deed Book 691/126 and Page: Plat Book and Page: Zoning: R-MF-T-CU Acres: 18.75 r� E SCHOOL ST, } N - Kincj Central Park ] LC —GA id CT - r, COG WARNING: THIS IS NOT A SURVEY. + � VA Stokes County This map is prepared for the inventory of real property found within this jurisdiction, and is !° GIS/Information Technology compiled from recorded deeds, plats, and other public records and data. Users of this map m -AW -C 1014 Main Street are hereby notified that the aforementioned public primary information sources should be TB$ Danbury, NC 27016 consulted for verification of the information contained on this map. The County and mapping company assume no legal responsibility for the information contained on this map. http://maps2. roktech. neUStokesGoMaps4/Reports/UserDefi ned/parcel Report.cfm?objectids=3209141 &visLayers=63,64,65,69,70, 71,72,73,74,76, 77,78,79,80, 81,82,8 NOTES: THIS IS NOT AN ACTUAL SURVEY BY GUPTON'S ROYAL DESIGN GROUP.. BOUNDARY INFORMATION FROM PLATS, DEEDS OF RECORD, OR MAPS BY OTHERS. TOPOGRAPHIC INFORMATION AND DATA SHOWN ON THIS PLAT WERE TAKEN FROM STOKES COUNTY MAPS. DELINEATED WETLANDS 8' MULTI -USE TRAIL (PAVED) as d a. a 5' SIDEWALK 4. CROSSWALK 1 (ate I I (8 10' UTL. EASEMENT 55' R/W 14' 27' BC -BC 5' 2' 6" 22' PAVEMENT 6' 8' 2' 6" 3' MULTIUSE 10' UTL. EASEMENT — PATH :1-3►SAX 1/4"/FT 3 MAX �� 11� 4 1/4 � 11�4 11� 4� 1:3 MqX O 8" A.B.C./1T�F7 O 3" MIN. 2S 9.5B 3' MIN. COVER NCDOT STD. 30" NCDOT STD. 30" T MIN. COVER SANITARY SEWER MAIN CURB & GUTTER CURB & GUTTER WATER MAIN KINGSCOTE WAY SECTION (55') ROW NOT TO SCALE MAY VARY, SEE PLAN SEE CITY OF KING SPECS. R1, R2, R3, R4, AND R7 1 I I I 1 11 \ \ �J / STREAM CROSSING #2: STREAM CROSSING #1 '� �, 77 CULVERT ;' - ,_% EX. ACCESS EASEMENT (17.51 TO BE EMERGENCY ACCESS YPRIMROSE STREET j I I \\ ADELAIDE AVENUE NEWBURY LANE M\ \ ( 13\ I (14\ SrM PLAN LEGEND SITE DATA Owner/Applicant: KING'S CROSS PROPERTIES, LLC P.O. BOX 21029 WINSTON—SALEM, NC 27120 Site Acreage: 149.68 t Acres Site Address: Moore RD King, NC Jurisdiction: City of King not in a protected watershed PIN: 6902-20-0669 6902-40-1971 DB: DB 0691 PG 0126 REVIEW INFORMATION Type of Review: SITE PLAN APPROVAL Jurisdiction: CITY OF KING ZONING Existing Zoning: CU—PUD, L—I Proposed Zoning: CU—PUD, R-15 Proposed Uses: Single Family Planned Residential Development Qe, Rezoning, Planning Board Review, Preliminary Subdivision Approval, etc,) BUFFERYARDS Adjoining Zoning: RS-15, R-20, L—1, B-2 Type Required: N/A Width Provided: 20' Fence Option: Yes X No INFRASTRUCTURE Water: X Public X Private Sewer: X Public X Private Streets: x Public Private Linear Feet of Public Streets: 12,522.17' GRAPHIC ( IN FEET ) 1 inch = 200 ft. G u pto n's Royal Design Group CIVIL ENGINEERING- SITE PLANNING STORMWATER DESIGN LANDSCAPE DESIGN o LAND SURVEYING I PO BOX 1070 KING, NC 27021 OFFICE 336-985-6519 E-MAIL guptonpa@GuptonCo.com CORPORATE LICENSE NO: C-0423 (D Z CD O O Z N O W N o ��� O ��N OO)J r W O z� QOo0, O 0N M� UW W a-X Lu OccZ p O _J V �mCn Ld �Od 2 2 LL.I O O I r7 Y W Oa- OHO O � Cn co ( z Z PROGRESS DRAWINGS GOVERNMENTAL PERMITS APPLIED FOR DO NOT USE FOR CONSTRUCTION PLAN SCALE: 1:200 REVISIONS: 07101120 CONST. SUB. 12116120 UPDATE SURVEYED BY: OTHERS DRAWN BY: DHB DRAWN BY: MDE DRAWN BY: BSH DESIGNED BY. HBG APPROVED BY. HBG = E - 360 - 41 B. GVQ,,,' SHEET TITLE: COVER SHEET Cf)OF 4 DATE: 04101119 PROJECT NO: 12804-19 it I I IIIIIIIIpI /"\ 11 ,!!� ; I �;; ►�;;� I �v`�I\ GRAPHIC SCALE 200 0 100 200 400 800 IN FEET 1 inch = 200 ft. \ 1 \ \ \ \ \\\\\\\\\\ � \ ` i �. ����I� � i � v Avv � � � vvv - � t ` • ` � � i i I " l l i I i , " v � - \ _ J y 0. \III Jill I N\\\— �-6�( fill I(641 -- II / .,• \ate\` \ �(8l n(81 �Qi, �c,, ' ��C ` I�,,'� n � ��` � — v 4( 44 \ � / / n � v v �� -v— V vv •`:vvv (1�13� \�.�-1 \ \ \ I-((� \`\N 92142 31 x - / E 16 SO.g113 I. i Y \ \��f \ \\ 1 yu J?/ EX.H. a F.H. ��\\\\\ \ �^���` \♦`-''i� I !II Ilf��l I I 1 1l\\ \ \ \\ \ \ \ \ ` \ \\ III il�� it \ \\\\ (17*� (171 \ \ \ / , / :..\\\\ \ \ IIII I I I i`h� \ \ ,It till / (111 I I 1 \\ \\� \\\� \ • \"III � I V3� I i \ \\ \\\ \\\\ \\ \ \ \ I`\ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ — \� J I— — / / 1 I � III / . \\` \\� \ \\\\`� ` �� \ • (� , / I I '1' I \ \ \\ \\ \\\ \ \ \ \ I ;\ \ \ \ � \ \ \ \ \ . � 1 \ \ \ I I ` �` ` \ \ CL OF 5 KINGSCOTE R W WAY 1060 � 87°49,Jj `� �� PROP. 8' MULTI -PURPOSE PATH 21 % PROP. GUARD RAIL ` \ 1 \ >•- �i PROP. 8" WATER LINE CONTROLLED COMPACTED FILL — \`. \,,, z , _ _ —I_ III=1 11= 0=11 I 1=1 i MODULAR HEADWALL & WINGWALLS DESIGN BY OTHERS \.' `\ \ '\ \\ \ \� ` \ ` ` �• �.y`. -- \ - �` MODULAR HEADWALL & WINGWALLS UL RT PPE SKE IN \\— DESIGN BY OTHERSirr UPSTREAM IN ERT BURIEDI NC ESQ 1050 - • — `v i \�� \ A \\�\ \�•. ,\ • EXIST. STREAM BED 1043.54 -III=III=III III-=III=III=III=1 Z ` ` \ \ \ �/ \ \ \ UPSTREAM PIPE INVERT 1043.04 \/\�,` ` ` _ — �� 111=111= 111- = 111=111=11 1 =� EXIST. STREAM BED 1040.68 � 11=III-11=III=111-1 I DOWNSTREAM PIPE INVERT 1040.18 111=111=III — `��\ DOWNSTREAM FLOW- • \ \ - - - =11=1 I -_ 1, I —I G - — 11= 1=III— =I' \\\ \�` \\ • \ RIGHT TOP CREEK BANK � \ ------------------ STREAM BED AT PIPE CENTERLINE =111= LEFT TOP OF CREEK BANK `\` \ =S ONE BASE FOR CUL RT 1=111=111— ` \ \ I \ \.\ • �� ` . 1040 III III III III IIIIi- 111=1 11= - \ \ \\ \. \ \ ` \ ` \ ` \ \ \ ` \�•,; ___ \ \ ,. \ \ \\ \ \ v \ \ \ \ \ ___, ` \ \ v\v`v vvv \\wvv vv vv vvv vv �����`� INLET /OUTLET ARMOR: 1=11 111—� _ I � �� ����� CLASS 2 RIP RAP TO BE PUSHED/PLACED SO THAT TOP EDGE IS FLUSH AND LEVEL 111=1_11 I I III- WITH THE EXISTING STREAM BED SO AS TO 0' 8.0 ' 29. 0' 10' ALLOW UNINTERRUPTED FLOW OVER RIP RAP. LINE WITH NCDOT TYPE 2 GEOTEXTILE FABRIC LINER. \ ` \N, \ \ \ \` `\ \ \ \ `� -a, \ `� '\ STREAM IMPACT #2 NOTES: \ \ e STREAM \ \ \ ` \ `\\ \ • ` ` ` ` `\ �\ ` �\ ` �• \ \\ WIDTH AT MEAN HIGH WATER MARK: 3 FT. \ \ STREAM IMPACT _ LENGTH FROM CULVERT/HEADWALLS: 93 L.F. .0064 AC STREAM IMPACT LENGTH FROM RIP -RAP TO BE KEYED IN: 30 L.F. _ .0021 AC TEMPORARY IMPACTS FROM COFFER DAM/PUMP AROUND: .0002 AC __________��������IJ■■■ ■■■■■II= ■■■■■IIII■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■IIII■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■IIII■1�■■■■■■■■■■■■■■■■■■■■■■ ■■■■■I I I Ili■■■■■■���■■■!!'�■��■■■■■■■ ■■■■■IIII■■1��1■��■���i®�®■■■■■��■■■■■ ■■■■IIII■■■■■►I■■■■■■■■■■■■■�■■■■■ ■■■IIII■a\1■■■■��! • .�■� •�I■■■�I■■■■I� ■►��■■IIII■■■�IIII■■�ili��ii®®®■■■■■■■■I■I�I■ ■■\�■III 1■■■■��■■■■A■A■■■■■■■I�i1Nl I�■■ III �n�■1■1■�_n�n�■1■1�■�,►I■■ ■■■■\i I I■■■lll�l l■11■1 �ii�111■11■11■11■��■ii I I ■■ I ■■■■■III!■■��i�111�1��111111■11■11■11■I�If�i I I ■■ ■■■■■� ■■■■■III 1■11■111111■11■11�� �����, I �■ ■■■■■■■I ■■■■■■11■N 1■11■11■11■11■11■■■■ Imo■ ■©■�■■�■!J■■■■■Ili■1 a■� 11111■1 IDS 1■il 1■■■■I■■ ■■■1�■�■■■■■■■■■■■11■� i■� ail 1■11■■■■■■I■■ ■■�■■E=��G■�I Ill■■■■■■■�1■■■■�J■1 i i ■ • 1 ■■�■iL■■,IIII ��■■■■■■■1�■■■�i■■1 I I ■ . • • . • 1 - :1 „ . ■■■_■_■■■■II■■■■■■■■�■■■�I■■■III■ _ • • ■■■■■■■ ■■■■ iiiiii!i!,■■■■■III , 1 • 11 ��_��� R !!!��■■■Ili � „ • \ \ ` \ I I I I I I It / I v Vk it I Il I I \ \\\ \ \\ \ \ \\ I I I I I \ I I \ 1 \ I\ \ lk \ \ \ \\ �, I \ I `` it \ \\ \ \ \ I t \\ 11 i i i i l ivv GRAPHIC SCALE CULVERT CROSSING #2 CULVERT CROSSING #2 40 20 1 $° ,1 CULVERT CROSSING #1 PLAN VIEW PROFILE VIEW I PLAN VIEW ( IN FEET ) 1 inch = 40 ft. SANITARY SEWER CROSSING PROFILE VIEW CL OF KINGSCOTE WAY PROP. 8' MULTI -PURPOSE PATH PROP. 8" WATER LINE 1060 PROP. GUARD RAIL MODULAR HEADWALL & WINGWALLS DESIGN BY OTHERS DOWNSTREAM EXIST. STREAM BED 1038.04 DOWNSTREAM PIPE INVERT 1037.54 �_1 I_� III=III=III=� III=III CONTROLLED COMPACTED FILL 1050 MODULAR HEADWALL & WINGWALLS DESIGN BY OTHERS EXIST. STREAM BED 1041.57 UPSTREAM PIPE INVERT 1041.07 RIGHT TOP CREEK BANK --------------- STREAM BED AT PIPE CENTERLINE - LEFT TOP OF CREEK BANK 1040 INLET / OUTLET ARMOR: CLASS 2 RIP RAP TO BE PUSHED/PLACED SO THAT TOP EDGE IS FLUSH AND LEVEL WITH THE EXISTING STREAM BED SO AS TO ALLOW UNINTERRUPTED FLOW OVER RIP RAP. LINE WITH NCDOT TYPE 2 GEOTEXTILE FABRIC LINER. III=III=1 =III=111— L (1) 36" RQP OR CMP CULVERT PIPE 21' SKEW ANGLE CULVERT, SLOPE 5.61% INVERT BURIED INc BELOW STREAM BED —UPSTREAM - —f �E� �I III=III=III =111111=III= Li I ' —I II= 1- ::. 1 ' ONE BAS FOR CULTI RT =III=III=III= =_ I 11=111= II=III 111=111=111=111=III _ _ _ _ Fri = — — 7111-7111-7111 — STREAM IMPACT #1 NOTES: STREAM WIDTH AT MEAN HIGH WATER MARK: 3 FT. 3).20' 10' STREAM IMPACT LENGTH FROM CULVERT/HEADWALLS: 66 L.F. _ .0045 AC STREAM IMPACT LENGTH FROM RIP -RAP TO BE KEYED IN: 30 L.F. _ .0021 AC 0 TEMPORARY IMPACTS FROM COFFER DAM/PUMP AROUND: .0002 AC CULVERT CROSSING #1 PROFILE VIEW G u pto n's Royal Design Group CIVIL ENGINEERING. SITE PLANNING STORMWATER DESIGN LANDSCAPE DESIGN . LAND SURVEYING vRDG PO BOX 1070 KING, NC 27021 OFFICE 336-985-6519 E-MAIL guptonpa@GuptonCo.com CORPORATE LICENSE NO: C-0423 (D z _j J O Z N Ow N O w�� a2: � _j V :2 LLI � p LOU w C� OpZ Q`t� C 53, I N (/) W . I 24w00 r'DY Z V O W �E c) ' 0 O N N r^ O Z_ Y w z PROGRESS DRAWINGS GOVERNMENTAL PERMITS APPLIED FOR DO NOT USE FOR CONSTRUCTION REVISIONS: 07130120 CONST. SUB. 12116120 UPDATE 03112121 UPDATE SURVEYED BY: OTHERS DRAWN BY: DHB DRAWN BY: MDE DRAWN BY: BSH DESIGNED BY: HBG APPROVED BY: HBG CA '0 E 360 - B..G\ ff . SHEET TITLE: UTILITY AND STREAM CROSSINGS CZD OF 4 DATE: 04101119 PROJECT NO: 12804-19 i�7, �I Ij 4 n f Lct Q -0 5 b a v �r PERSPECTIVE VIEW ' 1/4 SUPPORTED SURFACE FLOW DIVERSION 1/4 SUPPORTED �o Q ANCHOR BRIDGEMAT TO A TREE, OR OTHER PERMANENT OBJECT WITH SUFFICIENT STRENGTH. USING STEEL CHAIN OR CABLE. SURFACE FLOW DIVERSION ­LORIGINAL ` STREAM 5TREAMBANK SIDE VIEW TEMPORARY BRIDGEMAT CONSTRUCTION SPECIFICATIONS: INSTALLATION NOTES: 1. REFER TO "NORTH CAROLINA DIVISION OF FOREST RESOURCES" LITERATURE, INSTALLATION MAINTENANCE GUIDELINES, AND "NORTH CAROLINA FORESTRY BMP MANUAL - 2006". 2. USE A BULLDOZER, KNUCKLEBOOM LOADER, OR SKIDDER TO INSTALL AND REMOVE DRAGLINE MATS. 3. KEEP HEAVY EQUIPMENT OUT OF STREAM. 4. INSTALL WATER DIVERSION DEVICES (WATER BARS, TURNOUTS, BROAD -BASED DIPS, ETC.) ON BOTH SIDES OF THE MATS. 5. STABILIZE EXPOSED MINERAL SOIL WITH TREE TOPS OR BRUSH DURING MAT INSTALLATION, AND SEEDING/MUCH AFTER MAT REMOVAL. 6. INSTALL MATS TO CREATE A MINIMUM TEN FOOT BRIDGE WIDTH OR AS REQUIRED FOR EQUIPMENT BEING USED. MAINTENANCE NOTES: 1. KEEP MATS' SURFACE FREE OF MINERAL AND DEBRIS THAT COULD ENTER STREAM. 2. PERIODICALLY CHECK MAT HARDWARE; RETIGHTEN NUTS AND CABLE CLAMPS AS NECESSARY TO MAINTAIN BRIDGE STRENGTH AND INTEGRITY. 3. IMMEDIATELY REMOVE ANY DEBRIS WHICH ENTERS THE STREAM AT THE CROSSING LOCATION. REMOVAL NOTES: 1. CLEAN OFF BRIDGE SURFACE WITHOUT LETTING DEBRIS ENTER STREAM. 2. REMOVE MATS BY USING MAT CABLE LOOP OR SKIDDER GRAPPLE. 3. PERMANENTLY STABILIZE DISTURBED PORTIONS OF THE STREAM BANK AND APPROACH DRIVES WITH PERENNIAL GRASSES/MULCH (OR WETLAND MIX WHEN APPLICABLE) AS SPECIFIED IN THESE DRAWINGS. N STRUCTURES IN LACE ON H SIDES OF 4. LEAVE APPROPRIATE WATER I°BRIDGEMAT PCREEK TCROSSING STREAM. 1G E - 40 FIoY: class 8 Erosion NC DOT #/5 or ,.� -1 � � � Stone #57 washed stone { 1 ji i I I I � _• � 4 f t l I I I .4 1 II E Stream Channel NCDOT #5 or #57 washed stone diameter of pipe or 12" whrchever Is greater Capacity of pipe CUIVert s together = bankfull }law Filter Cloth Class A Erosion Stone TEMPORARY CROSSING CONSTRUCTION SPECIFICATIONS: 1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND APPROACH SECTIOINS TO A MINIMUM. 2. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS ADJOINING THE STREAM. 3. KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOW. 4. ALIGN ROAD APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A MINIMUM DISTANCE OF 30 FEET. RAISE BRIDGE ABUTMENTS AND CULVERT FILLS A MINIMUM OF 1 FOOT ABOVE THE ADJOINING APPROACH SECTIONS TO PREVENT EROSION FROM SURFACE RUNOFF AND TO ALLOW FLOOD FLOWS TO PASS AROUND THE STRUCTURE. 5. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUDING PLANNED OVERFLOW AREAS, WITH RIPRAP OR OTHER SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS THE ALLOWABLE FOR THE IN -PLACE SOIL. 6. INSTALL BYPASS PUMPING PER DETAIL E-40, PIPED OR FLOW DIVERSIONS (DET. E-39), OR BYPASS CHANNELS TO ENSURE THAT TEMPORARY CREEK CROSSINGS ARE CONSTRUCTED IN THE DRY. ENSURE THAT BYPASS CHANNELS NECESSARY TO DEWATER THE CROSSING SITE ARE STABLE BEFORE DIVERTING THE STREAM. UPON COMPLETION OF THE CROSSING, FILL, COMPACT, AND STABILIZE THE BYPASS CHANNEL APPROPRIATELY. 7. REMOVE TEMPORARY STREAM CROSSINGS IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED. RESTORE THE STREAM CHANNEL TO ITS ORIGINAL CROSS-SECTION, AND SMOOTH AND APPROPRIATELY STABILIZE ALL DISTURBED AREAS. 8. ANY IN -STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED UPON STABILIZATION OF THE AREA. 9. INSPECT TEMPORARY STREAM CROSSINGS AFTER RUNOFF -PRODUCING RAINS TO CHECK FOR BLOCKAGE IN THE CHANNEL, EROSION OF ABUTMENTS, CHANNEL SCOUR, RIRAP DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY TO PREVENT FURTHER DAMAGE TO THE INSTALLATION. 10. LIMIT FORD CROSSINGS TO STREAMS WITH MAXIMUM 5 FT. BANK HEIGHT. 11. SEE PLAN FOR TEMPORARY PIPE SIZES. REFERENCES: Erosion and Sediment Control Planning and Design Manual TEMPORARY CULVERT AND STONE CREEK CROSSING TEMP. SEDIMENT PIT 0 p 0 FOR SPOILS FROM PUMPING AND DIGGING ° ❑ D ❑ p r R\ %IJ j DRY ' ❑ WORK ° AREA ----------------- COMPLETED BURIED MAIN TRENCH I PIPELINE ` 1 - 0 0 0 TEMP. SILT FENCE AROUND WORK AREA PER PLANS ` ` DIVERTED ` STREAM SIDE 1 FLOW SIDE 2 l . Y � z COMPLETED WORK AREA GRADED, m SEEDED AND MULCHED PER SPECIFICATIONS :5 DRY' w WORK AREA �r--------- ---- ---=- COMPLETED BURIED MAIN SANDBAGS TO BE FILLED NO MORE THAN 75% DIVERTED J CAPACITY OF THE BAG TO ALLOW EFFECTIVE STREAM STACKING AND MOLDING OF BAGS. FLOW PLAN VIEW J WORK AREA 0 - 45 UTILITY OR PIPE '• �s SECTION VIEW UTILITY CREEK CROSSING - FLOW DIV E - 42 SAND BAGS FLOW SANDBAGS TO BE FILLED NO MORE THAN 75% CAPACITY OF THE BAG TO ALLOW EFFECTIVE STACKING AND MOLDING OF BAGS. OPPOSITE SIDE - - - COMPLETED BURIED MAIN Y z 10'-20' m 12 a w F ° 0 ❑ ❑ o ❑_ATEMP. SEDIMENT PIT FOR SPOILS FROM _ PUMPING AND DIGGING ❑ `1 o1 J ❑ - --------------- '. TRENCH IPIPELINE 0 �❑ ❑ °- TEMP. SILT FENCE AROUND WORK AREA PER PLANS SANDBAGS TO BE FILLED NO MORE THAN 75% CAPACITY OF THE BAG TO ALLOW EFFECTIVE STACKING AND MOLDING OF BAGS. V �f DAM METHOD B PIPELINE TRENCH B' A A FLUME PLAN VIEW ]P of BANK AND BAGS ME 'TREAM BED 'IPELINE FLUME SECTION A -A' Sand bags to be placed higer than anticipated 6„ water level. Depress center for overflow a minimum 6". PIPELINE FLUME SECTION B-B' TEMPORARY CREEK CROSSING - FLUME CONSTRUCTION METHOD UTILITY CROSSING CONSTRUCTION SPECIFICATIONS FLOW DIVERSION/COFFER DAM METHOD: 1. THE CONSTRUCTION OF UNDERGROUND UTILITY CROSSINGS SHOULD BE DONE IN ONE OPERATION AT LOW WATER LEVELS TO MINIMIZE IMPACTS TO THE ENVIRONMENT. 2. BRING BOTH SIDES OF THE UTILITY WITHIN 10' TO 20' OF THE CROSSING ON EITHER SIDE. THE TEN -FOOT UNEXCAVATED AREA SHOULD REAMAIN AS SUCH UNTIL BOTH SIDES ARE WITHIN 10 FEET AND UNTIL THE REST OF THE CROSSING PROCESS OCCURS. 3. INSTALL A TEMPORARY SEDIMENT TRAP DOWNSTREAM TO COLLECT SEDIMENT FROM DEWATERING AND EXCAVATED TRENCH MATERIAL AS NEEDED ON BOTH SIDES OF CROSSING. 4. PLACE SANDBAGS AT APPROXIMATELY 1/2 OF STREAM WIDTH FOR AN AREA REQUIRED TO PERFORM THE WORK. 5. DEWATER THE WORK AREA DISCHARGING THE PUMP INTO THE TEMP. SEDIMENT TRAP. 6. BEGIN TRENCHING AND INSTALLATION OF PIPE PER SPECIFICATIONS. 7. BACKFILL AROUND PIPE WITH NONERODIBLE MATERIAL, TAMP MATERIAL AS REQUIRED, PLACE ORIGINAL STREAM BED MATERIAL ON TOP OF NONERODIBLE MATERIAL TO BRING TRENCH TO ORIGINAL STREAM BED ELEVATION. 8. STABILIZE DISTURBED STREAM BANK WITH RIPRAP AS SHOWN ON PLANS. STABILIZE WORK AREAS AT TOP OF STREAM BANK PER SPECIFICATIONS. 9. REMOVE SANDBAGS AND ALLOW STREAM TO RETURN TO NATURAL FLOW. MOVE TO OPPOSITE SIDE TO COMPLETE CROSSING. MANAGING THE WATERCOURSE: BYPASS PUMPING STABLE VELOCITY RIP -RAP �, •-._.".�---��__ _..-�,__ ..._-�-_ oISCHARGi: HOSE ENERGY DISSIPATION- f - -- STREAM IMPERVIOUS DIKE SUMP HOLE/POOL DIVERSION PUMP Y fi40, 12' TO 18' DEEP and 2' DIA SUCTION HdSE _ 1 ' A--- -- "� �Q� - Q - i f INTAKE HOSE PROJECT TOP OF BANK r \ DEWATERING PUMP IMPERVIOUS DIKE WITH DEWATERING DEVICE �IMPERVIOUS SHEETING SEDIMNET PIT OR SILT BAG LINER ON WATER SIDE SEE DETAIL THIS SHEET NOTE - -.. _..._ __. -. WORK AREA ENSURE TO ANCHOR ALL PUMPS AND PIPES SECURELY. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BMPs FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES AUGUST 2003 NOTES: NATURAL GROUNE 1 iPE TYPE OF LINER = CLASS I DEPTH = 2.0 Fr. SLOPE TOE PROTECTION DETAIL E-45 CULVERT AND HEADWALL CONSTRUCTION SEQUENCE: 1. INSTALL TEMPORARY STREAM CROSSING AS SHOWN ON SHT. 4.04 AND 4.07 PER DETAILS E-40 AND E-41 FOR PHASE I EROSION CONTROL CLEARING AND GRUBBING. 2. WHEN PERMANENT CULVERT PIPE IS TO BE INSTALLED, PLACE SAND BAGS OR OTHER UP STREAM AND DOWN STREAM WITHIN CONSTRUCTION LIMITS ONLY AS NECESSARY TO PROVIDE FOR WORK AREA AND PUMP STREAM AROUND CONSTRUCTION AREA. 3. DEWATER THE WORK AREA DISCHARGING THE PUMP INTO THE TEMP. SEDIMENT TRAP. 4. DIVERT ALL RUNOFF TO OTHER EROSION CONTROL STRUCTURES AND MEASURES USING BERMS OR SILT FENCE DURING CULVERT CONSTRUCTION. 5. BEGIN PREPARING STREAM BED FOR CULVERT PIPE INSTALLATION PER SPECIFICATIONS AND DETAILS AS SHOWN. 6. BACKFILL AROUND PIPE WITH NONERODIBLE MATERIAL, TAMP MATERIAL AS REQUIRED, PLACE RIP RAP ARMOR UPSTREAM AND DOWNSTREAM OF PIPE AS SHOWN TO PREVENT SCOURING PER NOTES AND DETAILS. PLACE ORIGINAL STREAM BED MATERIAL ON TOP OF RIP RAP AND PIPE INVERT TO ORIGINAL STREAM BED ELEVATION. CONSTRUCT HEADWALL AND WING WALLS PER PLANS AND CONSTRUCTION DRAWINGS. 7. BACKFILL AROUND PIPE WITH NONERODIBLE MATERIAL, TAMP MATERIAL AS REQUIRED, PLACE RIP RAP ARMOR UPSTREAM AND DOWNSTREAM OF PIPE AS SHOWN TO PREVENT SCOURING PER NOTES AND DETAILS. PLACE ORIGINAL STREAM BED MATERIAL ON TOP OF RIP RAP AND PIPE INVERT TO ORIGINAL STREAM BED ELEVATION. 8. STABILIZE DISTURBED STREAM BANK WITH RIPRAP, COIR MATTING, AND SEEDING AS SHOWN ON PLANS. STABILIZE ALL WORK AND DISTURBED AREAS AT TOP OF BANKS. 9. REMOVE UPSTREAM AND DOWNSTREAM SANDBAGS TO ALLOW STREAM TO RETURN TO NATURAL FLOW BEING CAREFUL NOT TO DISTURB BOTTOM OF STREAM. Construction Maintenance 1. Set up bypass pump and temporary piping. Place outlet 1. Routinely inspect bypass pump and temporary piping to of temporary pipe to minimize erosion at discharge site ensure proper operation. or provide temporary energy dissipation measures. Firmly 2. Inspect impervious dike for leaks and repair any damage. anchor pump and piping. 3. Inspect discharge point for erosion. 2. Construct outlet protection if needed. 4. Ensure flow is adequately diverted through pipe. 3. Construct impervious dike upstream of work area to 5. Inspect and maintain dewatering device to ensure clean discharge. impound water for bypass pump intake. Use a floating Typical Problems intake for pumps where possible. 1. Pump failure. 4. Construct an impervious dike downstream to isolate work areas. 2. Erosion at outlet 5. Check operation of pump and piping system. 3. Leaks in piping and improper connection to pump. 6. Upon completion of construction, remove impervious dike, bypass pump, and temporary pipes. TEMPORARY WATERCOURSE DIVERSION E- 44 TEMPORARY CROSSING CONSTRUCTION SPECIFICATIONS FLUME CONSTRUCITON METHOD: 1. THE CONSTRUCTION OF UNDERGROUND UTILITY CROSSINGS SHOULD BE DONE IN ONE OPERATION AT LOW WATER LEVELS TO MINIMIZE IMPACTS TO THE ENVIRONMENT. 2. BRING BOTH SIDES OF THE UTILITY WITHIN 10' TO 20' OF THE CROSSING ON EITHER SIDE. THE TEN -FOOT UNEXCAVATED AREA SHOULD REAMAIN AS SUCH UNTIL BOTH SIDES ARE WITHIN 10 FEET AND UNTIL THE REST OF THE CROSSING PROCESS OCCURS. 3. INSTALL A TEMPORARY SEDIMENT TRAP DOWNSTREAM TO COLLECT SEDIMENT FROM DEWATERING AND EXCAVATED TRENCH MATERIAL AS NEEDED ON BOTH SIDES OF CROSSING. 4. SANDBAGS TO BE FILLED NO MORE THAN 75% CAPACITY OF THE BAG TO ALLOW EFFECTIVE STACKING AND MOLDING OF BAGS AROUND FLUME. 5. LAY FLUME ALONG BOTTOM OF STREAM. PLACE SANDBAGS AT UPPER END OF FLUME AND THEN AT THE LOWER END OF FLUME TO LOWER WATER LEVEL. 6. DEWATER THE WORK AREA DISCHARGING THE PUMP INTO THE TEMP. SEDIMENT TRAP. 7. BEGIN TRENCHING AND INSTALLATION OF PIPE PER SPECIFICATIONS. 8. BACKFILL AROUND PIPE WITH NONERODIBLE MATERIAL, TAMP MATERIAL AS REQUIRED, PLACE ORIGINAL STREAM BED MATERIAL ON TOP OF NONERODIBLE MATERIAL TO BRING TRENCH TO ORIGINAL STREAM BED ELEVATION. 9. STABILIZE DISTURBED STREAM BANK WITH RIPRAP AS SHOWN ON PLANS. STABILIZE WORK AREAS AT TOP OF STREAM BANK PER SPECIFICATIONS. 10. REMOVE SANDBAGS AND FLUME TO ALLOW STREAM TO RETURN TO NATURAL FLOW BEING CAREFUL NOT TO DISTURB BOTTOM OF STREAM. 1:1 SIDE SLOPE MAX. 2:1 SIDE SLOPE TYP. ID W WORK AREA SIDE �y EXIST. CREEK BOTTOM 3' MIN. 3' MIN. 4•��4 TEMPORARY COFFER DAM CROSS SECTION E-46 HEIGHT: MIN. 4' 2' MIN. ORANGE, UV -RESISTANT, HIGH -TENSILE STRENGTH , POLY BARRICADE FABIC II =L =ll1=LL L1= L -I I I -III I I -III I I I-� STEEL POST �I II II I II I II II II I' r DRIVEN 18" . ._I,I = T INTO GROUND VERY TEMPORARY DITCH WITH PROTECTION FENCE E-47 5'-0* O.C. MAX. Gupton's Royal Design Group CIVIL ENGINEERING -SITE PLANNING STORMWATER DESIGN LANDSCAPE DESIGN LAND SURVEYING RDG PO BOX 1070 KING, NC 27021 OFFICE 336-985-6519 E-MAIL guptonpa@GuptonCo.com CORPORATE LICENSE NO: C-0423 z U J O Z cn Ow N o _ ��rn U 0a- W O ZOJ QQc OJ 0n1 cc LUZLj O JOm °o zIJ U) Qo L� J 2gLiO 1Yp(D W :Z:D 0Zoo � U o 0 to U) (n co _z z_ Y w z PROGRESS DRAWINGS GOVERNMENTAL PERMITS APPLIED FOR DO NOT USE FOR CONSTRUCTION REVISIONS: 12/17/20 CONST. SUB. 01 /19/21 EROS. SUB. 02/22/21 EROS DIET SURVEYED BY: OTHERS DRAWN BY: DHB DRAWN BY: MDE DRAWN BY: BSH DESIGNED BY: HBG APPROVED BY: HBG `N ESA 0` , � of 0�11 = E - 360 9 ''N IN E .• O SHEET TITLE: EROSION CONTROL STREAM CROSSING DETAILS CID OF 4 DATE: 04/01 / 19 PROJECT NO: 12804-19D STREAMBANK STABILIZATION AND REFORESTATION LIVE STAKES PLANTING DETAIL BAREROOT PLANTING DETAIL DIBBLE PLANTING METHOD USING THE KBC PLANTING BAR LIVE STAKE SQUARE CUT BUDS (FACING UPWARD) LIVE CUTTING 1/2' — 2" DIAMETER 2 — 3 FEET ANGLE CUT 30' — 45° COIR FILTER MAT LIVE STAKES EXISTING/PROPOSED GROUND EXISTING/PROPOSED STREAM BANK STABILIZATION WITH LIVE STAKES NOTE: LIVE STAKES SHALL BE SPACED APPROXIMATELY 4 FEET ON CENTER LIVE STAKES SHALL BE DRIVEN UNITL APPROXIMATELY 3/4 OF LIVE STAKE IS WITHIN GROUND *REFERENCE NCDOT ENVIRONMENTAL UNIT ICI—I� ICI —I ICI— I —ICI III=1 I I=1 I I=1 III=1 I I=1 I I 1. Insert planting bar 2. Remove planting bar as shown and pull and place seeding at toward planter. correct depth. r �► — I II=III II II— I=III III II'. III —I II III —III —I—III—III I I I I —III —I I I 111=1 � 1=1 � 1=1 I =111=1 1 111 4. Pull handle of bar 5. Push handle forward toward planter, firming firming soil at top. soil at bottom. NCHES 3. Insert planting bar 2 inches toward planter from seeding. III IIIII IIIIIII I— 11=1 11=1 I I 6. Leave compaction hole open. Water thoroughly. PLANTING NOTES: PLANTING BAG: During planting, seedlings ` shall be kept in a moist canvas bag or similar — container to prevent the root systems from drying. KBC PLANTING BAR: Planting bar shall have a blade with a triangular cross section, and shall be 12 inches long, 4 inches wide and 1 inch thick at center. ROOT PRUNING: All seedligs shall be root pruned, if necessary, so that no roots extend more than 10 inches below the root collar. STREAMBANK REFORESTATION DETAILS COIR FIBER MATTING SEE DETAIL ABOVE RIP RAP AS DIRECTED RIP RAP ENTIRE DITCH BY ENGINEER WIDTH PER DETAIL E-39 EXISTING NATURAL STREAM BED ELEVATION TO BE MAINTAINED RIP —RAP KEYED IN MIN, 6" BELOW NATURAL STREAM BED CL ----------- -- V------I------- -------- CENTER FULL LENGTH OF D.I. PIPE AT CENTERLINE OF STREAM TYPE 1 STREAMBANK REFORESTATION SHALL BE PLANTED 3 FT. TO 5 FT. ON CENTER, RANDOM SPACING, AVERAGE 4 FT. ON CENTER, APPROXIMATELY 2,724 PLANTS PER ACRE. TYPE 2 STREAMBANK REFORESTATION SHALL BE SEEDED AREAS AS INDICATED AT A MIN. RATE OF 50 LBS. PER ACRE AND MULCHED WITH STRAW. STREAMBANK REFORESTATION TYPICAL TYPE II 50' TYPE STREAM TRANSITION AREA USE TYPE 2 SEEDING MIXTURES USE COIR MATTING AT STREAM BANKS — SEE DETAILS THIS SHEET STREAMBANK REFORESTATION MIXTURE, TYPE, SIZE, AND FINISH SHALL CONFORM TO THE FOLLOW: TYPE 1 SALIX NIGRA BLACK WILLOW 2 FT. — 3 FT. LIVE STAKES CORNUS AMOMUM SILKY DOGWOOD 2 FT. — 3 FT. LIVE STAKES SALIX SERICEA SILKY WILLOW 2 FT. — 3 FT. LIVE STAKES PHYSOCARPUS OPULIFOLIUS NINE BARK 2 FT. — 3 FT. LIVE STAKES SAMBUCUS CANADENSIS ELDERBERRY 2 FT. — 3 FT. LIVE STAKES CEPHALANTHUS OCCIDENTALIS BUTTONBUSH 2 FT. — 3 FT. LIVE STAKES TYPE 2 Piedmont OPTIMAL IMIMWULTPIARS TYPE PCT PLANTINGfSAADAF'TATION O1L DRAINAGE SHADE HEIGHT OF MIX TOLERANCE {FEET} Swltahgrass Panicum Shelter- Warm 10-15% Dec. 1 -Apr. 1 Cultivar Poor orgatum well-diainad season Dependent Blackwell - well -drained Kanlow - poorly -drained Carthage - well -drained Alamo - Warm 10-15% Dec. 1 - May 1 Cultivar Poor 6 poorly -drained Season Dependent Indiangrass Sorghaso-um Rum sey, Osage, Warm 10-30% Dec. 1 -Apr. 1 Well -drained to Poor 6 nutans Cheyenne, Season Droughty Lometa Deertongue 0ichantheliurn Tioga Warm 5-25% Dec. 1 -Apr. '. Poorly -gained to Moderate 2 clar0estlnum Season Droughty Big Androogon Roundtree, Kew, Warm 10-30% Dec. 1 -Apr. 1 Wo11AraInod to Poor 6 Bluestem gerardii Earl Season Droughty Little Sch+zaahyrium Cimarron Warm 10-30% Dec. 1 -Apr. 1 Well -drained to Poor 4 Bluestem scopaNum Season Droughty Sweet Canna Warm 1-10% Dee. 1 -Apr. 1 Poorly -chained to Moderate 5 V+foodreed arundinacea Season Well -drained Rice teersra Warm 5-25% Dec. 1 -Apr. 1 Poorly -drained Poor 5 Cutgrass eryzoides Season Indian Chasmanrhum Cool 1-10% Feb- 15- Apr- 1, Well -drained to Moderate 4 Woodoats larrfotium Season Aug. 15 - Oct. 15 Droughty Virginia Elyrnus Cool 5-25% Feb. 15-Apr 1, Well -drained to Moderate 3 Wildrye virgimcus Season Aug. 15 - Oct. 15 Droughty Eastern Elymi-hystrix Cool 5-10% Feb- 15- Apr- 1, Well -drained to Moderate 3 Bottlebrush Season Aug. 15 - Oct. 15 Droughty Grass Solt Rush Juncuseffusus Wetland 1-10% Dec. 1 - May 1, Poorly-dained Poor 4 Sep. 1 - Nov. 1 Shallow Carex lunda Wetland 1-10% Dec. 1 - May 1, Poorly -trained Poor 3 Sedge Sep. 1 -Nov 1 Fax Sedge Carex Wetland 1-10% Dec. 1 - May 1, Poorly -drained Poor 3 vulpinoidea Sep. 1 - Nov. 1 *SEE SITE PLAN FOR AREAS TO BE PLANTED MATTING MCHOR TRENCH IN TRENCH ON y' CENTERS AMCHN OVERLAP ON 1CENTERS ......... .. ........... J1MCHORS ON S' CENTERS I M I _W] 8 OVERLAY(NIN) ANCHORS ON-i 1' CENTERS PLAN VIEW 1RN FLCODPLAIN{ COIR FIBER (ryR) EXISTING EATTINR MMKFILL GROUND ANCHORS ON S' CENTERS }ip EXTEND MATTZ TO WML L 6" MIN ANCRORS ON V CENTERS IN TRENCH - - - MATTING 'SHALL BE STREAM BED PL�4CED IN TRENCH AND BMWILLED CHORB ON 1' CENTERS TYPICAL GROSS SECTION COIR FIBER MATTING DETAIL *REFERENCE NCDOT ENVIRONMENTAL UNIT �MAX. WATER ELEV. -----y------------- EXISTING NATURAL STREAM BED ELEVATION TO BE MAINTAINED MIN. 6" BELOW NATURAL STREAM BED =1 I —I I—I=III=I 1.5 TIMES II I II I II I I I II I I I II I I-' D" MIN. NOT TO SCALE ANCHORS ON 3' CENTERS COIR FIBER MATTING SEE DETAIL ABOVE SAME AS "D" ABOVE MAX. WATER LEVEL SAME AS "D" MIN. FI LL SLOPE � DEPTH/THICKNESS= "D" GEO TEXTILE FILTER FABRIC LINER INSTALLED PER MANUF. SPECIFICATIONS "ITI' 1. RIP RAP TO BE PUSHED/PLACED SO THAT TOP EDGE IS 11=I..=111 FLUSH AND LEVEL WITH THE EXISTING STREAM BED & BANK II —III= SO AS TO ALLOW UNINTERRUPTED FLOW OVER RIP RAP. -III— Illi,l' 2. RIP RAP TO BE PLACED THE ENTIRE EXCAVATED WIDTH OF 6" DITCH OR SUBSTANTIALLY DISTURBED EMBANKMENT AREA 3. RIP RAP PLACEMENT FROM BANK TO BANK AT PIPE CROSSING 12" MIN' TO BE DETERMINED BY ENGINEER. SAN. SEWER CROSSING AT STREAM BED DETAIL E-38 d50 STONE SIZE= CLASS II DEPTH = 2.0 +/— FT. TYPE OF LINER = FILTER FABRIC TO ELEV. VARIES 2m x E" (nominal) WOODEN STD 1" 15 - Idvf I-Ki 810 STEEL REINFORCMMT BAR 4 IJ DIETER BEM 4 24" 1 #' nominal) TABLE Ttl ANCHOR OPTIONS UTILITY CROSSING RIP -RAP SLOPE/TOE PROTECTION DETAIL AT DISTURBED EMBANKMENT REPAIR AREAS Gupton's Royal Design Group CIVIL ENGINEERING -SITE PLANNING STORMWATER DESIGN LANDSCAPE DESIGN o LAND SURVEYING I PO BOX 1070 KING, NC 27021 OFFICE 336-985-6519 E-MAIL guptonpa@GuptonCo.com CORPORATE LICENSE NO: C-0423 (D z U _j J O 0 N z u o 0LLJ � Q, N U LrJ O z O J rr < _03 1. L,J 0 N OCz Q XO af w F, o2 I �m� w J O Z � (n r� 22 LLJ O O I I� Y W zaZV)O 3E U �O ~ O to Cl) Cf) �!J Y z PROGRESS DRAWINGS GOVERNMENTAL PERMITS APPLIED FOR DO NOT USE FOR CONSTRUCTION REVISIONS: 12/17/20 UPDATE 01/19/21 EROS. SUB. 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c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=RODEN REYNOLDS.BRYAN.KENNETH.1263385574 Date: 2018.07.03 15:30:03 -04'00' !($% & 05/?98699 7786=04):- +8-$8)+: 05/#:62-96;5:> !036:!861-+:  ')#%"  -80)34)/-8>.864#" )5,!036:!#):) #+)3-@ ? ):-   "-<09-,  $  $ #  $%"# # '  $# ! '"  &" ( " "(" "( # '$ $ %#  %(    $( &  $  #%"&( '$  $ # '"   $ '$   $" !# %$  #0:- 6;5,)8> !-8-550)3 #:8-)4 '-:3)5,9 3)/;4*-8 ):)!605: =09:05/;3<-8: #                                             6 March 17, 2021 United States Department of the Interior FISH AND WILDLIFE SERVICE Asheville Ecological Services Field Office 160 Zillicoa Street Asheville, NC 28801-1082 Phone: (828) 258-3939 Fax: (828) 258-5330 http://www.fws.gov/nc-es/es/countyfr.html In Reply Refer To: Consultation Code: 04EN1000-2021-SLI-0443 Event Code: 04EN1000-2021-E-01044 Project Name: Kings Crossing Subject:List of threatened and endangered species that may occur in your proposed project location or may be affected by your proposed project To Whom It May Concern: The attached species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. Although not required by section 7, many agencies request species lists to start the informal consultation process and begin their fulfillment of the requirements under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). This list, along with other helpful resources, is also available on the U.S. Fish and Wildlife Service (Service) – Asheville Field Office’s (AFO) website: https://www.fws.gov/raleigh/species/ cntylist/nc_counties.html. The AFO website list includes “species of concern” – species that could potentially be placed on the federal list of threatened and endangered species in the future. Also available are: · Design and Construction Recommendations https://www.fws.gov/asheville/htmls/project_review/Recommendations.html · Optimal Survey Times for Federally Listed Plants https://www.fws.gov/nc-es/plant/plant_survey.html · Northern long-eared bat Guidance https://www.fws.gov/asheville/htmls/project_review/NLEB_in_WNC.html · Predictive Habitat Model for Aquatic Species https://www.fws.gov/asheville/htmls/Maxent/Maxent.html New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could require modifications of these lists. 03/17/2021 Event Code: 04EN1000-2021-E-01044   2    Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of the species lists should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website or the AFO website (the AFO website dates each county list with the day of the most recent update/change) at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list or by going to the AFO website. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) (c)). For projects other than major construction activities, the Service suggests that a Biological Evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12 and on our office’s website at https://www.fws.gov/asheville/htmls/project_review/assessment_guidance.html. If a Federal agency (or their non-federal representative) determines, based on the Biological Assessment or Biological Evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species, and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: http:// www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF. Though the bald eagle is no longer protected under the Endangered Species Act, please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require additional consultation (see https://www.fws.gov/southeast/our-services/permits/eagles/). Wind energy projects should follow the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds (including bald and golden eagles) and bats. Guidance for minimizing impacts to migratory birds for projects including communications towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http:// www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http://www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/ towers/comtow.html. 03/17/2021 Event Code: 04EN1000-2021-E-01044   3    ▪ ▪ ▪ We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Attachment(s): Official Species List Migratory Birds Wetlands 03/17/2021 Event Code: 04EN1000-2021-E-01044   1    Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Asheville Ecological Services Field Office 160 Zillicoa Street Asheville, NC 28801-1082 (828) 258-3939 03/17/2021 Event Code: 04EN1000-2021-E-01044   2    Project Summary Consultation Code:04EN1000-2021-SLI-0443 Event Code:04EN1000-2021-E-01044 Project Name:Kings Crossing Project Type:DEVELOPMENT Project Description:Proposed Mixed Development Tract Project Location: Approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/@36.274291500000004,-80.34597287320315,14z Counties:Stokes County, North Carolina 03/17/2021 Event Code: 04EN1000-2021-E-01044   3    1. Endangered Species Act Species There is a total of 5 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. Mammals NAME STATUS Gray Bat Myotis grisescens No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/6329 Endangered Northern Long-eared Bat Myotis septentrionalis No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/9045 Threatened Clams NAME STATUS James Spinymussel Pleurobema collina No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/2212 Endangered Flowering Plants NAME STATUS Schweinitz's Sunflower Helianthus schweinitzii No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/3849 Endangered Small-anthered Bittercress Cardamine micranthera No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/3462 Endangered 1 03/17/2021 Event Code: 04EN1000-2021-E-01044   4    Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. 03/17/2021 Event Code: 04EN1000-2021-E-01044   1    1. 2. 3. Migratory Birds Certain birds are protected under the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act . Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described below. The Migratory Birds Treaty Act of 1918. The Bald and Golden Eagle Protection Act of 1940. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a) The birds listed below are birds of particular concern either because they occur on the USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your project location. To learn more about the levels of concern for birds on your list and how this list is generated, see the FAQ below. This is not a list of every bird you may find in this location, nor a guarantee that every bird on this list will be found in your project area. To see exact locations of where birders and the general public have sighted birds in and around your project area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing the relative occurrence and abundance of bird species on your list are available. Links to additional information about Atlantic Coast birds, and other important information about your migratory bird list, including how to properly interpret and use your migratory bird report, can be found below. For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at the top of your list to see when these birds are most likely to be present and breeding in your project area. NAME BREEDING SEASON Prairie Warbler Dendroica discolor This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Breeds May 1 to Jul 31 Red-headed Woodpecker Melanerpes erythrocephalus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Breeds May 10 to Sep 10 Wood Thrush Hylocichla mustelina This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Breeds May 10 to Aug 31 1 2 03/17/2021 Event Code: 04EN1000-2021-E-01044   2    1. 2. 3. Probability Of Presence Summary The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read and understand the FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret this report. Probability of Presence () Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a particular week of the year. (A year is represented as 12 4-week months.) A taller bar indicates a higher probability of species presence. The survey effort (see below) can be used to establish a level of confidence in the presence score. One can have higher confidence in the presence score if the corresponding survey effort is also high. How is the probability of presence score calculated? The calculation is done in three steps: The probability of presence for each week is calculated as the number of survey events in the week where the species was detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. Breeding Season () Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across its entire range. If there are no yellow bars shown for a bird, it does not breed in your project area. Survey Effort () Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 64 surveys. No Data () A week is marked as having no data if there were no survey events for that week. Survey Timeframe 03/17/2021 Event Code: 04EN1000-2021-E-01044   3    ▪ ▪ ▪ no data survey effort breeding season probability of presence Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this is areas off the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is currently much more sparse. SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Prairie Warbler BCC Rangewide (CON) Red-headed Woodpecker BCC Rangewide (CON) Wood Thrush BCC Rangewide (CON) Additional information can be found using the following links: Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/ birds-of-conservation-concern.php Measures for avoiding and minimizing impacts to birds http://www.fws.gov/birds/ management/project-assessment-tools-and-guidance/ conservation-measures.php Nationwide conservation measures for birds http://www.fws.gov/migratorybirds/pdf/ management/nationwidestandardconservationmeasures.pdf Migratory Birds FAQ Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds. Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any location year round. Implementation of these measures is particularly important when birds are most likely to occur in the project area. When birds may be breeding in the area, identifying the locations of any active nests and avoiding their destruction is a very helpful impact minimization measure. To see when birds are most likely to occur and be breeding in your project area, view the Probability of Presence Summary. Additional measures or permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present on your project site. What does IPaC use to generate the migratory birds potentially occurring in my specified location? The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC) and other species that may warrant special attention in your project location. 03/17/2021 Event Code: 04EN1000-2021-E-01044   4    1. 2. 3. The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore activities or development. Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the AKN Phenology Tool. What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my specified location? The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian Knowledge Network (AKN). This data is derived from a growing collection of survey, banding, and citizen science datasets . Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me about these graphs" link. How do I know if a bird is breeding, wintering, migrating or present year-round in my project area? To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur in your project area, there may be nests present at some point within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not breed in your project area. What are the levels of concern for migratory birds? Migratory birds delivered through IPaC fall into the following distinct categories of concern: "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their range anywhere within the USA (including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands); "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and "Non-BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Eagle Act requirements (for eagles) or (for non-eagles) potential susceptibilities in offshore areas from certain types of development or activities (e.g. offshore energy development or longline fishing). 03/17/2021 Event Code: 04EN1000-2021-E-01044   5    Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can implement to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics. Details about birds that are potentially affected by offshore projects For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides birds that may be helpful to you in your project review. Alternately, you may download the bird model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic Outer Continental Shelf project webpage. Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including migration. Models relying on survey data may not include this information. For additional information on marine bird tracking data, see the Diving Bird Study and the nanotag studies or contact Caleb Spiegel or Pam Loring. What if I have eagles on my list? If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts occur. Proper Interpretation and Use of Your Migratory Bird Report The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ "What does IPaC use to generate the migratory birds potentially occurring in my specified location". Please be aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be there, and if they might be breeding (which means nests might be present). The list helps you know what to look for to confirm presence, and helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities, should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell me about conservation measures I can implement to avoid or minimize impacts to migratory birds" at the bottom of your migratory bird trust resources page. 03/17/2021 Event Code: 04EN1000-2021-E-01044   1    ▪ ▪ ▪ Wetlands Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal statutes. For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers District. Please note that the NWI data being shown may be out of date. We are currently working to update our NWI data set. We recommend you verify these results with a site visit to determine the actual extent of wetlands on site. FRESHWATER POND PUBHh RIVERINE R4SBC R5UBH SHPO Map – Site Area    USGS Topographic Map King’s Cross Approximate 150 Acre Tract King, Stokes County, NC Pilot Project 3719 Drawing 1 USGS Topographic Map King,  NC Quadrangle Scale:  1” = 2,000’ LEGEND Site Boundary Web Soil Map King’s Cross Approximate 150 Acre Tract King, Stokes County, NC Pilot Project 3719 Drawing 2 USDA Web Soil Survey of Stokes County, NC Scale:  1” = 600’ LEGEND Site Boundary Published Soil Map King’s Cross Approximate 150 Acre Tract King, Stokes County, NC Pilot Project 3719 Drawing 2A USDA Soil Survey of Guilford County, NC Published 1975, Sheet 52 Not to Scale LEGEND Site Boundary NWI Map King’s Cross Approximate 150 Acre Tract King, Stokes County, NC Pilot Project 3719 Drawing 3 USFWS NWI Wetlands Mapper Scale:  1” = 600’ LEGEND Site Boundary FEMA FIRM King’s Cross Approximate 150 Acre Tract King, Stokes County, NC Pilot Project 3719 Drawing 4 National Flood Hazard Layer From FEMA Web Map Service  Scale: 1” = 1,000’ Wetland Map King’s Cross Approximate 150 Acre Tract King, Stokes County, NC Pilot Project 3719 Drawing 5 2017 Aerial Imagery from ESRI and Pilot GPS Data Scale: 1” = 600’ Date: 6.5.18 Revised: 7.3.18 THE LOCATIONS OF FEATURES SHOWN ON THIS MAP WERE FIELD VERIFIED BY MR. BRYAN RODEN‐REYNOLDS WITH THE USACE ON JULY 3, 2018. THEY HAVE NOT BEEN SURVEYED. WETLAND LOCATIONS WEREGEO‐LOCATED WITH A HANDHELD TRIMBLE GPS UNIT. LEGEND Site Boundary Perennial Stream Wetlands Flag Number Data Point Existing Culvert SA 1‐5 DP‐1  DP‐1  DP‐2 WA 1‐31 1.08 Ac. WA 32‐40 0.15 Ac. WA 41‐45 0.06 Ac. SAB 1,200 WAB 1‐23 0.56 Ac. SC 100 LF WC 1‐8 0.25 Ac. WB 1‐32 0.75 Ac. SB 220 LF WA 64‐75 0.29 Ac. WA 46‐63 0.22 Ac. SA 2,900 LF SD 1,400 LF WA 76‐80 0.01 Ac. WD 1‐10 0.122 Ac. Per phone conversation with Sheri Mantalvo on 3/16/21 the King’s Crossing project was Pre-filed on 12/1/21. The pdf copy of the time clock expiration was never received. Please let us know if you have any questions.