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HomeMy WebLinkAboutI-5898 PCN - RGP 50.pdfaE STATE 4� NORTH CAROLINA Environmental Quality Water Resources Office Use Only Corps Action ID no. [Click to enter.] Date received: [Click to enter.] DWR project no. [Click enter.] Site Coordinates: Latitude (DD.DDDDDD): Longitude (DD.DDDDDD): Date received: [Click to enter.] Form Version 4, April 4, 2021 Pre -Construction Notification (PCN) Form (Ver. 4, April 4, 2021)) 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: htti)s://edocs.deg.nc.gov/WaterResources/O/edoc/624704/PCN%20Help%2OFile%202018-1-30.pdf The help document may be found at this link: http://www.saw. usace.army. mil/Missions/Regulatory-Permit- Program/Perm its/2017- Nationwide - Perm its/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) *: 11/3/2021 DWR ID # 20211607 Version 1 (If applicable) Page 1 of 21 PCN Form - Version 1.5, September 2020 A. Processing Information County (counties) where project is located: * Rockingham Additional (if needed). Is this a NCDMS project? * (Click yes only if NCDMS is the applicant or co- ❑ Yes 0 No applicant) Is this a public transportation project? (Publicly funded municipal, state, or federal road, rail, 0 Yes ❑ No or airport project) Is this a NCDOT project? * ® Yes ❑ No If yes, NCDOT TIP or state project number: 1-5898 If yes, NCDOT WBS number: * 46860.1.1 0 Section 404 Permit (wetlands, streams, waters, Clean Water Act) 1 a. Type(s) of approval sought from the Corps: * ❑ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) Has this PCN previously been submitted? * ❑ Yes 0 No Please provide the date of the previous submission. * N/A ❑ Nationwide Permit (NWP) 1 b. What type(s) of permit(s) do you wish to seek 0 Regional General Permit (RGP) authorization? ❑ 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 attachments and submitted with this form. 1c. Has the NWP or GP number been verified by the Corps? * 0 Yes ❑ No NWP number(s) (list all numbers ): N/A RGP number(s) (list all numbers ): RGP 50 Are you a federal applicant? ❑ Yes 0 No If yes, please provide a statement concerning compliance with the Coastal Zone Management Act Click to enter text. 1d. Type(s) of approval sought from DWR (check all that apply): 0 401 Water Quality Certification — Regular ❑ 401 Water Quality Certification— Express ❑ Non-404 Jurisdictional General Permit ❑ Riparian Buffer Authorization ❑ Individual 401 Water Quality Certification Page 2 of 21 PCN Form - Version 1.5, September 2020 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. To read more information on when this form is needed prior to application submission: https://www.epa.gov/sites/production/files/2020-07/documents/clean water act section 401 certification rule.pdf To view the form: https://edocs.deg.nc.gov/Forms/DWR-Pre-Filing-Meeting-Request Is this a courtesy copy notification ❑ Yes ❑x No 1e. Is this notification solely for the record because written approval is not required? * For the record only for DWR 401 Certification: * ❑ Yes ❑x No For the record only for Corps Permit: * ❑ Yes ❑x No 1f. Is this an after -the -fact permit/certification application? * ❑ Yes ❑x No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? M Yes ❑ No If yes, attach the acceptance letter from mitigation bank or in -lieu fee program. 1 h. Is the project located in any of NC's twenty coastal counties? * ❑ Yes ❑x No 1 i. Is the project located within an NC DCM Area of Environmental Concern (AEC)? * ❑ Yes ❑x No ❑ Unknown 1j. Is the project located in a designated trout watershed? * ❑ Yes ❑x 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.armV.miI/Missions/Regulatory-Permit- Prog ram/Agency-Coord i nation/Trout. aspx Page 3 of 21 PCN Form - Version 1.5, September 2020 B. Applicant Information 1a. Who is the primary contact? * Jerry Parker, NCDOT Div 7 1 b. Primary Contact Email: * japarker3@ncdot.gov 1 c. Primary Contact Phone: * (###)###-#### (336) 256-2063 1d. Who is applying for the permit/certification? * (check all that apply) ❑ Owner 0 Applicant (other than owner) 1 e. Is there an agent/consultant for this project?* ® Yes ❑ No 2. Landowner Information 2a. Name(s) on Recorded Deed: * See attached landowner list. 2b. Deed Book and Page No.: Click to enter. 2c. Contact Person (for corporations): Jerry Parker, NCDOT Div 7 2d. Address ' Street Address: See attached landowner list. 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. 2e. Telephone Number: * (###)###-#### (336) 256-2063 2f. Fax Number: (###)###-#### Click to enter. 2g. Email Address: * japarker3@ncdot.gov 3. Applicant Information (if different from owner) 3a. Name: * Jerry Parker, NCDOT Div 7 3b. Business Name (if applicable): NCDOT 3c. Address: * Street Address: 1584 Yanceyville St. Address line 2: P.O. Box 14996 City: Greensboro State/ Province/ Region: NC Postal/ Zip Code: 27415-4996 Country us 3d. Telephone Number: * (###)###-#### (336) 256-2063 3e Fax Number: (###)###-#### Click to enter 3f. Email Address: * japarker3@ncdot.gov Page 4 of 21 PCN Form - Version 1.5, September 2020 4. Agent/ Consultant (if applicable) 4a. Name: Ray Bode, PWS 4b. Business Name: JMT 4c. Address: Street Address: 1130 Situs Court Address line 2: Suite 200 City: Raleigh State/ Province/ Region: NC Postal/ Zip Code: 27606 Country: USA 4d. Telephone Number: (###)###-#### (984) 269-4923 4e Fax Number: (###)###-#### Click to enter. 4f. Email Address: rbode@jmt.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 la. Name of project: U.S. 220 at U.S. 311/N.C. 135 Interchange and Replacement of Bridge #780074 1 b. Subdivision name (if appropriate): N/A 1 c. Nearest municipality/town: Mayodan 2. Project Identification 2a. Property identification number (tax PIN or parcel ID): Click to enter. 2b. Property size (in acres): Click to enter 2c. Project 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 ente, 2d. Site coordinates in decimal degrees (using 4-6 digits after the decimal point): * Latitude (DD.DDDDDD): 36.415998 Longitude (-DD.DDDDDD): *-79.937269 3. Surface Waters 3a. Name of nearest body of water to proposed project: * Dan River 3b. Water Resources Classification of nearest receiving WS-IV water: * The Surface Water Classification map may be found at this link: https://ncdenr. maps.arcgis.com/apps/webappviewer/index.htmI?id=6e125ad7628f494694e259c8Odd64265 Roanoke 3c. In what river basin(s) is your project located? * Choose additional (if needed) 3d. Please provide the 12-digit HUC in which the project is 030101030503 located: * The Find Your HUC map may be found at this link: https://ncdenr.maps.arcqis.com/apps/Pubiicinformation/index.html?appid=ad3a85aOc6d644aOb97cdO69db238ac3 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: * See attached supplemental text. 4b. Have Corps permits or DWR certifications been obtained for this ❑ Yes ❑x No ❑ Unknown project (including all prior phases) in the past? * If yes, please give the DWR Certification number and/or Corps [Click to enter.] Action ID (ex. SAW-0000-00000): IClick to enter.] Attach any pertinent project history documentation 4b2. Is any portion of the work already complete? * ❑ Yes ❑x No If yes, describe the completed work. Click to enter text. 4c. List of other certifications or approvals/denials received from other federal, state or local agencies for work described in this application not related to the 404 or 401. None. 4d. Attach an 8'/2 x 11" excerpt from the most recent version of the USGS topographic map indicating the location of the project site. 4e. Attach an 8'/2 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 0.03 acres property: 4g. List the total estimated linear feet of all existing streams (intermittent 3,083 linear feet and perennial) on the property: 4g1. List the total estimated acreage of all existing open waters on the 0 acres property: 4h. Explain the purpose of the proposed project: See attached supplemental text. 4i. Describe the overall project in detail, including the type of equipment to be used: See attached supplemental text. 4j. Attach project drawings/site diagrams/depictions of impact areas for the proposed project. 4k. Will this activity involve dredging in wetlands or waters? * ❑ Yes ❑x No If yes, describe the type of dredging, the composition of the dredged material, and the locations of disposal area. Click to enter text. Page 7 of 21 PCN Form - Version 1.5, September 2020 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or in ® Yes ❑ No ❑ Unknown proposed impact areas? Comments: Click to enter text. 5b. If the Corps made a jurisdictional determination, ❑x Preliminary ❑ Approved ❑ Emailed concurrence what type of determination was made? * ❑ Not Verified ❑ Unknown ❑ n/a Corps AID number (ex. SAW-0000-00000): SAW-2019-00578 Name (if known): Ray Bode, PWS 5c. If 5a is yes, who delineated the jurisdictional Agency/Consultant Company: JMT areas? Other: Click to enter. 5d. List the dates of the Corps jurisdictional determination or State determination if a determination was made by either agency. 8/12/2021 5d1. Attach jurisdictional determinations. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ❑x 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. Click to enter. 7. Addresses of adjoining property owners, lessees, etc. whose property adjoins the waterbody (if more than can be entered here, please attach a supplemental list) See attached supplemental text 8. Scheduling of activity: ROW and Utility: FY 2022; Construction: FY 2025 (Per the NCDOT January 2022 STIP) Page 8 of 21 PCN Form - Version 1.5, September 2020 D. Proposed Impacts Inventory Impacts Summary 0 Wetlands 0 Streams - tributaries 1a. Where are the impacts associated with your project ❑ Buffers ❑ Open Waters (check all that apply): ❑ 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 Type* 2d. Wetland Name* 2e. Forested ?* 2f. Jurisdiction Type* 2g. Impact Area (ac)* W1 Grading Permanent Headwater Forest WA Yes Corps <0.01 W2 Grading Temporary Headwater Forest WA Yes Corps <0.01 W3 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter W4 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter W5 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter W6 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter W7 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter W8 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter W9 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter W10 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter W11 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter W12 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter W13 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter W14 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter W15 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter 2g1. Total temporary wetland impacts <0.01 ac 2g2. Total permanent wetland impacts <0.01 ac 2g3. Total wetland impacts <0.02 ac 2h. Type(s) of material being discharged and the amount of each type in cubic yards: Soil graded from the site. 2i. Comments: Click to enter text. Page 9 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 3a 3b. 3c. 3d. 3e. 3f. 3g. 3h. Site #* Impact Reason* Impact Impact Stream Name* Stream Jurisdiction Stream Width Impact length Duration* Type* Type* Type* (avg ft) * (linear ft) S1 Construction Temporary Other SC Reach 3 Perennial Both 10 30 activites/roadway fill S2 Culvert Permanent Crossing/ SC Reach 3 Perennial Both 10 16 extension Culvert S3 Culvert Permanent Crossing/ SD Reach 2 Intermittent Both 3.5 211 Culvert S4 Outlet Permanent Fill (Incl. SD Reach 1 Intermittent Both 5 7 stabilization Riprap) S5 Construction Temporary Other SD Reach 1 Intermittent Both 5 925 activites/roadway fill S6 Construction Temporary Other SC Reach 2 Perennial Both 15 41 activites/roadway fill S7 Click to enter Temp/ Choose Click to enter Per/Int Choose Click to enter Click to enter Perm one one S8 Click to enter Temp/ Choose Click to enter Per/Int Choose Click to enter Click to enter Perm one one S9 Click to enter Temp/ Choose Click to enter Per/Int Choose Click to enter Click to enter Perm one one S10 Click to enter Temp/ Choose Click to enter Per/Int Choose Click to enter Click to enter Perm one one S11 Click to enter Temp/ Choose Click to enter Per/Int Choose Click to enter Click to enter Perm one one S12 Click to enter Temp/ Choose Click to enter Per/Int Choose Click to enter Click to enter Perm one one S13 Click to enter Temp/ Choose Click to enter Per/Int Choose Click to enter Click to enter Perm one one S14 Click to enter Temp/ Choose Click to enter Per/Int Choose Click to enter Click to enter Perm one one S15 Click to enter Temp/ Choose Click to enter Per/Int Choose Click to enter Click to enter Perm one one S16 Click to enter Temp/ Choose Click to enter Per/Int Choose Click to enter Click to enter Perm one one S17 Click to enter Temp/ Choose Click to enter Per/Int Choose Click to enter Click to enter Perm one one S18 Click to enter Temp/ Choose Click to enter Per/Int Choose Click to enter Click to enter Perm one one Page 10 of 21 PCN Form - Version 1.5, September 2020 S19 Click to enter Temp/ Choose Click to enter Per/Int Choose Click to enter Click to enter Perm one one S20 Click to enter Temp/ Choose Click to enter Per/Int Choose Click to enter Click to enter Perm one one 3i1. Total jurisdictional ditch N/A linear ft impact: 3i2. Total permanent stream 234 linear ft impacts: M. Total temporary stream 996 linear ft impacts: 34. Total stream and ditch 1230 linear ft impacts: 3j. Comments: Click to enter. 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 #* 4a1. Impact Reason 4b. Impact Duration* 4c. Waterbody Name* 4b. Activity Type* 4e. Waterbody Type* 4f. Impact area (ac)* 01 Click to enter. Temp/ Perm Click to enter. Choose one Choose one Click to enter. 02 Click to enter. Temp/ Perm Click to enter. Choose one Choose one Click to enter. 03 Click to enter. Temp/ Perm Click to enter. Choose one Choose one Click to enter. 04 Click to enter. Temp/ Perm Click to enter. Choose one Choose one Click to enter. 05 Click to enter. Temp/ Perm Click to enter. Choose one I 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: Click to enter. 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. 5b. 5c. 5d. 5e. Pond ID Proposed use or Wetland Impacts (ac) Stream Impacts (ft) Upland # purpose of pond Impacts (ac) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one Click to Click to Click to Click to Click to Click to Click to enter. enter. enter. enter. enter. enter. enter. P2 Choose one Click to Click to Click to Click to Click to Click to Click to enter. enter. enter. enter. enter. enter. enter. P3 Choose one Click to Click to Click to Click to Click to Click to Click to enter. enter. enter. enter. enter. enter. enter. 5f. Total Click to Click to Click to Click to Click to Click to Click to enter. enter. enter. enter. enter. enter. enter. 5g. Comments: Click to enter. 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) 131 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. B11 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. B12 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. B13 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. B14 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. B15 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. B16 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. B17 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. B18 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. B19 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter. B20 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: Click to enter. 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: See attached supplemental text. 1 b. Specifically describe measures taken to avoid or minimize proposed impacts through construction techniques: See attached supplemental text. 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? * ❑ DWR ❑x Corps (check all that apply) 2b. If yes, which mitigation option(s) will be used for this ❑ Mitigation Bank project? (check all that apply) ❑x 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: 234 linear feet 4c. If using stream mitigation, what is the stream temperature: warm NC Stream Temperature Classification Maps can be found under the District's RIBITS website: (Please use the filter and select Wilmington https://ribits.usace.army.mil/ribits apex/f?p=107:27:2734709611497::NO: Mitigation Concepts tab on the Wilmington district) RP:P27 BUTTON KEY:O 4d. Buffer mitigation requested (DWR only): N/A square feet 4e. Riparian wetland mitigation requested: 0 acres 4f. Non -riparian wetland mitigation requested: N/A acres 4g. Coastal (tidal) wetland mitigation requested: N/A acres 4h. Comments: Click to enter. Page 14 of 21 PCN Form - Version 1.5, September 2020 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 mitigation credits generated. 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 ❑ Yes ❑x No that requires buffer mitigation? 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. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (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 ❑ Yes ❑ No NC Division of Mitigation Services proposed? 6h. If yes, attach the acceptance letter from the mitigation bank or NC Division of Mitigation Services. 6i. Comments: Click to enter. 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 ❑ Yes 0 No identified within one of the NC Riparian Buffer Protection Rules? 1 b. All buffer impacts and high ground impacts require diffuse flow or other form of stormwater treatment. If the project is subject to a state implemented riparian buffer protection program, include a plan that fully documents how diffuse/dispersed flow will be maintained. All Stormwater Control Measures (SCM) must be designed in accordance with the NC Stormwater Design Manual (https://deg.nc.gov/about/divisions/energV-mineral-land-resources/energV-mineral-land-permit- guidance/stormwater-bmp-manual). Associated supplement forms and other documentation must be provided. ❑ Level Spreader What Type of SCM are you ❑ Vegetated Conveyance (lower seasonal high water table- SHWT) providing? ❑ Wetland Swale (higher SHWT) (Check all that apply) ❑ 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? * 0 Yes El No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? * El Yes El 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. Does this project have a stormwater management plan (SMP) ❑ Yes ❑ No reviewed and approved under a state stormwater program or state - approved local government stormwater program? * ❑ n/a — project disturbs < 1 acre 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. 2d. Which of the following stormwater management program(s) apply? ❑ Local Government (Check all that apply.)* ❑ State If you have local government approval, please include the SMP on their overall impact map. Local Government Stormwater Programs * ❑ Phase II ❑ USMP ❑ NSW ❑ Water Supply Page 16 of 21 PCN Form - Version 1.5, September 2020 Please identify which local government stormwater program you are using. Click to enter. State Stormwater Programs * ❑ Phase II ❑ HQW or ORW ❑ Coastal Counties ❑ Other Comments: Click to enter. 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) ® Yes ❑ No funds or the use of public (federal/state) land? * 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina) Environmental ®Yes ❑ No Policy Act (NEPA/SEPA)? * 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 ❑ Yes ❑x No NEPA or SEPA final approval letter.) Comments: Click to enter. 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), Federally Non -Jurisdictional Wetlands /Classified Surface Waters ❑ Yes ❑x No (15A NCAC 2H. 1400) DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)? * 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 ❑ Yes ❑x No downstream water quality? * 3b. If you answered "no", provide a short narrative description: See attached supplemental text. 3c. If yes, provide a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWR policy. (Attach .pdf) 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project? * ❑ Yes ❑x 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. Click to enter. 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 ® Yes ❑ No species or habitat? (IPAC weblink: https://www.fws.gov/ipac/ ffws.govl) 5b. Have you checked with the USFWS concerning Endangered Species ® Yes ❑ No Act impacts? * 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh 5d. Is another federal agency involved? * ❑ Yes 0 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 El No 5g. Does this project involve bridge maintenance or removal? * N Yes ❑ No 5g1. If yes, have you inspected the bridge for signs of bat use such as staining, guano, bats, etc.? Representative photos of signs of bat use ❑ Yes N No can be found in the NLEB SLOPES, Appendix F, pages 3-7. Representative photos of signs of bat use can be found in the NLEB SLOPES, Appendix F, pages 3-7. Link to NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed NLEB-SLOPES&apps.pdf If you answered yes to 5g1, did you discover any signs of bat use? * ❑ Yes ❑ No ❑ Unknown If yes, please show the location of the bridge on the permit drawings/ project plans 5h. Does this project involve the construction/ installation of a wind turbine(s)? * El Yes N 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, ❑ Yes N No mechanized pile drivers, etc.? * 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? * USFWS list for Rockingham County, NCNHP data explorer, field habitat assessments and species surveys. 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? * El Yes 0 No Is there submerged aquatic vegetation (SAV) around the project vicinity? * El Yes N No El Unknown Will this project affect submerged aquatic vegetation? * ❑ Yes 0 No ❑ Unknown Page 19 of 21 PCN Form - Version 1.5, September 2020 Explain: Click to enter. 6b. What data source(s) did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data): http://ais.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 El Yes ❑x No properties significant in North Carolina history and archaeology)? 7b. What data source(s) did you use to determine whether your site would impact historic or archeological resources? * Coordination with SHPO 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 ❑x 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? FEMA Floodplain Maps H. Miscellaneous Comments: Click to enter. Attach pertinent documentation or attachments not previously requested Page 20 of 21 PCN Form - Version 1.5, September 2020 I. Signature * ❑x 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: * Ray Bode, PWS Signature: * Click to enter. Date: * 1/11/2022 Page 21 of 21 PCN Form - Version 1.5, September 2020 TIP: 1-5898; WBS: 46860.1.1 PCN Application Supplemental Text C. Project Information and Prior Project History C.4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The project area encompasses the US 220/US 311/NC 135 interchange and approximately 1000 feet of US 311/NC 135 on the west and 1000 feet on the east sides of the interchange. Land cover within the project area is primarily comprised of the road surface and maintained ROW landscape with some small, forested areas. The forested areas are predominantly Dry-Mesic Oak -Hickory Forest, although there is an area of Piedmont Headwater Stream Forest along the north-east edge of the project area. Land use within the project area is predominantly transportation. There are several commercial areas that are adjacent to the project area including Lowe's Home Improvement, Wal-Mart, AutoZone, and multiple restaurants. The project limits cross the access to these areas. C.4h. Explain the purpose of the proposed project: The North Carolina Department of Transportation (NCDOT) proposes to improve future 1-73/US 220 at the US 220/US 311/NC 135 interchange in Rockingham County (STIP No. 1-5898). The proposed project will replace Bridge No. 780074 and upgrade the interchange to accommodate future 1-73 improvements. The purpose of the project is to improve traffic flow and operational deficiencies within the interchange area to ensure an acceptable level of performance as development and traffic continue to increase in the area. C.4i. Describe the overall project in detail, including the type of equipment to be used: The project will replace Bridge No. 780074 over US 220 and upgrade the interchange to accommodate future 1-73 improvements. The proposed bridge will be aligned north of the existing bridge and will have one eastbound lane and one westbound lane with two left turn lanes. The new bridge will be offset to the north of the existing bridge far enough that it can be built in its entirety while the current bridge remains open. The grade of the new bridge will be raised 6 feet higher than the current bridge to accommodate the 17 feet of vertical clearance mandated under the new interstate standards. The bridge design includes sidewalks on both sides. The northbound entrance ramp to US 220 will have two lanes to receive traffic from the two left turn lanes, which will merge into a single lane before merging onto US 220. Entry to Lowes and Little Caesar's will be changed to right in/right out only access. The east and west Y-line segments of NC 135 are proposed to be three 12- to 14-foot-wide lanes with a curb and gutter drainage system. All of the discharge points of the curb and gutter system are located on grassed slopes with rip rap flow diffusers. The four ramps are proposed to be 12- to 14-foot-wide lanes with open vegetated shoulders that drain to grass lined roadside ditches. Stormwater will be conveyed through grass lined roadside ditches, which drain to project streams. During construction, silt fences, rock check dams, matting, and other erosion controls will be installed per the guidance provided in the NCDOT Erosion and Sediment Control Design and Construction Manual (2015) to treat runoff and prevent sediment laden discharge from leaving the work area. Typical construction equipment and machinery will be used for grading, excavation, and construction including track hoes, bulldozers, loaders, trenchers, and trucks. TIP: 1-5898; WBS: 46860.1.1 PCN Application Supplemental Text C.6.7 Addresses of adjoining property owners whose property adjoins the waterbody Owner Mailing City State Zip Adjoins Address Impact # OREO LLC PO BOX 1107 EDEN NC 27288- S6 1107 PSI MAYODAN LLC 7609 GREENSBORO NC 27409- S4 BUSINESS 9696 PARK DRIVE ROCKINGHAM 511 EDEN NC 27288 S1 and S2 COUNTY SCHOOL HARRINGTON HWY MURPHY OIL USA PO BOX 7300 ELDORADO AR 71731- S3 INC #7241 7300 FRO SPIN (NC) LLC 1823 BOONE SANFORD NC 27330- S5 TRAIL RD 8662 MCMICHAEL MILLS PO BOX 507 MADISON NC 27025- S5 0507 WALMART REAL PO BOX 8050 BENTONVILLE AR 72712- W1 and W2 ESTATE BUSINESS MS0555 8050 TRUST D. Proposed Impacts Inventory Proposed Impacts to jurisdictional waters: S1 and S2 (Sheets 2 and 3): S1 and S2 are located adjacent to the entry road to Dalton McMichael High School. The proposed work will expand the roadway slope and extend the existing culvert, which will impact the perennial jurisdictional stream (Stream SC Reach 3) at that location. At S1, approximately 30 linear feet of the channel will be temporarily impacted by construction activities. At S2, approximately 16 linear feet of the channel will be permanently placed in a 54-inch reinforced concrete pipe (RCP) culvert extension. Areas temporarily impacted will be returned to pre -construction grade when work is complete. W1 and W2 (Sheets 4 and 5): W1 and W2 are located on the east side of ramp D near the north end of the merge lane. The proposed work will require reshaping the swale at the toe of the roadway fill slope to facilitate stormwater drainage. This will require both excavation and fill. At W1, less than 0.01 acres of permanent impacts to a jurisdictional wetland (Wetland WA) located within the drainage swale are proposed. At W2, less than 0.01 acres of the wetland will be temporarily impacted by construction activities. Areas temporarily impacted will be returned to pre -construction grade when work is complete. TIP: 1-5898; WBS: 46860.1.1 PCN Application Supplemental Text S3 (Sheets 4 and 5): S3 is located on the east side of ramp D, south of S2, near the north side NC 135 Y-line entry to the ramp. The drainage swale will be routed through a RCP conveyance. The intermittent jurisdictional stream (Stream SD Reach 2) currently located in the swale will also be included in that pipe, which will result in 211 linear feet of permanent impact. S4 (Sheets 4 and 5): S4 is located on the east side of ramp C, south of NC 135. The intermittent stream impacted at S3 (Stream SD Reach 2) currently enters an RCP culvert section to pass under NC 135 and outlets to the south of the interchange. The proposed work at S4 will permanently impact 7 linear feet of the stream channel (Stream SD Reach 1) by removing and replacing the existing culvert and installing rip rap outlet protection. The culvert will not be extended. S5 (Sheets 4 and 5): S5 is the reach of Stream SD Reach 1 parallel to ramp C will be temporarily impacted by construction activities, totaling 925 linear feet of the reach within the limits of construction. Areas temporarily impacted will be returned to pre -construction grade when work is complete. S6 (Sheets 9 and 10): S6 is located on the west side of ramp B. A perennial stream (Stream SC Reach 2) currently passes under the interchange through an RCP west to east. The proposed work at S6 will temporarily impact 41 linear feet of the stream channel at the inlet within the limits of construction due to construction activities. Areas temporarily impacted will be returned to pre -construction grade when work is complete. E. Impact Justification and Mitigation E.1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: Impacts to jurisdictional waters have been minimized by utilizing ditches, cross pipes, junction boxes, and rip rap outlet pads designed and sized to minimize erosive discharge velocity. Silt fence and other erosion controls will be installed per the guidance provided in the NCDOT Erosion and Sediment Control Design and Construction Manual (2015) to prevent sediment laden discharge from leaving the work area. Pipe networks were utilized to preserve stream flow in areas where existing jurisdictional streams are impacted by proposed roadway design and fill. To reduce permanent fill encroaching into existing jurisdictional streams 2:1 roadway slopes are used. E.1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: Construction of the project will utilize methods detailed in the NCDOT Erosion and Sediment Control Design and Construction Manual (2015) to minimize impacts to jurisdictional waters. Silt fence, rock check dams, pipe inlet sediment traps, and other erosion controls will be installed and maintained throughout the duration of the project per the guidance. TIP: 1-5898; WBS: 46860.1.1 PCN Application Supplemental Text G. Supplementary Information G.3a. Will this project result in additional development which could impact nearby downstream water quality? No G.3b. If you answered no, provide a short narrative description: The purpose of the project is to improve traffic flow and operational deficiencies within the interchange area to ensure an acceptable level of performance as development and traffic continue to increase in the area. Erosion and control measures (as discussed above) will be strictly adhered to during construction. Stormwater control measures (as discussed above) are incorporated into the final design of the project to protect downstream water quality to the maximum extent practicable. HIMrhwa Stor ViIal North Carolina Department of Transportation r° Highway Stormwater Program a STORMWATER MANAGEMENT PLAN (Version 3.00; Released August 2021) FOR NCDOT PROJECTS WBS Element: 46860.1.1 TIP/Prof No: 1-5898 County(ies): Rockingham Page 1 of 1 General Project Information WBS Element: 46860.1.1 ITIP Number: 1-5898 Project Type: Roadway Widening Date: 11/19/2021 NCDOT Contact: Galen Call, PE Contractor / Desi or: MI Engineering Address: 1590 Mail Service Center Address: 1011 Schaub Dr Raleigh, NC 27699-1590 Suite 100 Raleigh, NC 27606 Phone: 919-707-6711 Phone: 919-851-6606 Email: gcail@ncdot.com Email: khefner mi-en ineers.com City/Town: Ma odan Count ies : Rockingham River Basins : Roanoke CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.51 Surrounding Land Use: Commercial/Business along alignment, Woods North/South of project Proposed Project Existing Site IN Project Built -Upon Area ac. 6.9 lac. 5.4 lac. Typical Cross Section Description: Y Line - 2 to 3 12'-14' lanes w/ curb and gutter & Concrete Median Y Line - 2 to 3 10'-12' lanes w/ curb and gutter & Concrete Median Ramps A, B, C, D - 12'-14' lanes w/ open shoulder Ramps A, B, C, D - 10'-12' lanes w/ open shoulder Annual Avg Daily Traffic (veh/hr/day): Design/Future: 20,600 1 Year: 2045 Existing: 1 16,000 Year: 2017 General Project Narrative: The project consists of the widening of NC-135 from West of the US-220/311 interchange to East of US-220/311 interchange from 2 lanes in each direction to 2-3 lanes in each (Description of Minimization of Water direction with independent turn lanes into commercial business and highway. Bridge 780074 will be replaced along the project corridor and 4 access ramps will be upgraded on/from Quality Impacts) US-220/311. The proposed stormwater runoff from the roadway widening has been conveyed to roadside ditches and storm drainage systems via curb and gutter that drain to existing ouffalls. Minimization efforts were made to reduce potential impacts to Wetlands and Surface Waters. Pipe Networks were utilized to preserve stream flow in areas where existing Jurisdictional Streams are impacted by proposed roadway design and fill. 2:1 roadway slopes are used to reduce permanent fill encroaching into existing Jursidictional Streams. 0 a ti H Tj U �I 00 0-) 00 L / Uj oy U / U 0 0 w w EL / 0 U U C� �7> U 0 Fr co 00 I I-) See Sheet IA For Index of Sheets See Sheet I B For Conventional Plan Sheet Symbols See Sheet I C- I For Survey Control Sheets OCI<INGHAM COUNTY LOCATION: US 135 FROM WEST OF SR 2177 (DAN VALLEY RD.) TO EAST OF SR 2271 (SHAKE RD.) AND SR 2283 (COMMERCE , TYPE OF WORK: GRADING, PAVI11l�D I11lAGE, IIIY MP (T) AYODAN MUNICIPAL BOUNDARIES BEGIN CONSTRUCTION -RAMP A- STA. 10 + 00.00 BEGIN TIP PROJECT 1-5898 -Y- POT STA. 106 + 00.00 0 �YODAN E �X - yr M ka STRUCTURE AND IC UL TVER TS no IUO BEGIN BRIDGE -Y- STA. 118 + 8 7 � ' `' N iIZ CV 'iii W BEGIN CONSTRUCTION `-' W -RAMP B- STA. 10 + 00.00 BYP� 220 O (3 - THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF MAYODAN. i - CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD 11. - THIS IS A FULL & PARTIAL CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN N THE PLANS. GRAPHIC SCALES DESIGN DATA 50 25 0 50 100 ADT 2017 = 161000 L I ADT 2045 = 201600 PLANS K - 11 % D = 55 % 50 25 0 50 100 T = 3 % V = 40 MPH PROFILE (HORIZONTAL) * TTST =1% DUAL 2% 10 5 0 10 20 FUNC CLASS = RURAL MINOR ARTERIAL PROFILE (VERTICAL) STATEWIDE TIER PROJECT LENGTH ---�' LENGTH ROADWAY TIP PROJECT 1-5898 = 0.482 MILES LENGTH BRIDGE TIP PROJECT 1-5898 = 0.031 MILES TOTAL LENGTH OF TIP PROJECT 1-5898 = 0.513 MILES NCDOT POINT OF CONTACT: BRIAN KETNER, PE PROJECT ENGINEER BYP 220 311 BEGIN CONSTRUCTION RAMP D- STA. 10 + 00.00 END TIP PROJECT 1-5898 -Y- POT STA. 13 3 + 10.00 STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. 1-5898 1 STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION 46860.1.1 PE DR.) PERMIT SHEET DRAWING 1 OF 12 M 00 O N 0 as zz WETLAND AND SURFACE WATER IMPACTS PERMIT VON •EDEN -Y- STA. 120 + 52 BEGIN CONSTRUCTION -RAMP C- STA. 10 + 00.00 / A 111 �Prepared in the Offlce of: FI,0 JOHNSON, MIRMIRAN, & THOMPSON, INC. 1130 Situs Court, Suite 200, Raleigh NC, 27606 2018 STANDARD SPECIFICATIONS PRODUCTION RIGHT OF WAY DATE: ENRICO A. ROQUE, PE FEBRUARY 17, 2020 PROJECT ENGINEER PRODUCTION LETTING DATE: CHARLES R. BARBOUR, PE S E PT E M B E R 15, 2020 PROJECT DESIGN ENGINEER HYDRA ULICS ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER SIGNATURE. P.E. INCOMPLETE PLANS DO NOT USE FOR R W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0� H 00 R p� O o _ a lop M op_ Ta pt Z O W CT CT co L L or I,-, CO( I � �F 0-F off` N/ 0 N � O= CV= UU wz o, N-)z - PROJECT REFERENCE NO. SHEET NO. L690• \ \ J PERMIT ,... DkAWi,,Nq-,,, �•'� pPre cred in the Office of�,�1-5898 04 � JOHNSON, MIRMIRA ,-� THOMPS011t� INC. 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P E dg CI �✓� O\ \`� z = CEMETERY T 0 �_ ,rep' D l� \ / / _PB- 18-PG 48 ` m m PB 18 48 \ KA A. C P E i / I V 1 84"GONG \\ \\ I I U l llI I \ \ NIC 0 A� D. L,EJ I / \/III -700J 4 n DAI // /� \ / -. ��\ / I / / %n \ s 7�,�04�" °0 -Y _ C 135/ 11 POT STA 110 +42. 5 m \ . III w ^, D 159P 5 9'BT � olI Q - -JDAN+ I CANOP 'IPG 48T�1 \ I Y2 7 VALLEY ROAD) PO STA. l0 9.02 r I'j J/ \% -�� \�\\ ) / �0p I /1 N 70°53'39'E \ J \ 1G1 II // E E .67 �\ �r E EIlco -069/ - - - ^6q0 \ \\ N d0°49'19" E N 70°4 '49" E \ N O*50'26" E j 0° 875 ISBLKBUS \ \� ��`IP ° 11�.76 EIP 101.7�` ' El EIP 19.86' P OOD , . 8 8' ED El e /1 / 11 / e� - 1 .069� \ �\ / \ oo� u 20' UTI EASEMEN RAINAG IR Pr, 48 �A OPY \ ` / // II /�� \ \ CO I 1 1 I / / / / v� o l I IIII / 1 I / _ \ ) \ \\\I J I I \ \ RIJTH ANN MARTIN 1Y/ I. I il// J / �� m WOICURRENT DEED REFERENCIE FOUND) ��JR % I III I E CONSTRUCTION Dp 733 PG 903 0' \ \ -1 50' 100, 150' I / II IQ SCALE -,,I \DENOTES TEMPORARY \\\\ IMPACTS IN SURFACl WATER DENOTES IMPACTS\ IN, SURFACE WATER' / 0 64 \ �\S\ J \V B 781 PG 791 a I 1 1 17 T�� \ \ I I I I I I I Y POT +25.00 /\ / III \ I IPB 18 PG 48 I I/ \_ J / / 7"00, VE(bFyIENT L / 00, 1 1 l \�� 0 1 \ \ \\� , \ c��G/2o94 J 40 /pI� \✓� / °°�/ / /tYP / - / + / /� \ 1 I N o° I 1 1` \\,� l \\ \ DB �33OPla� 8�_ 1 I S9q % S L \ j3 E �\ SI /28.9 w 8S 3 , 1 I _ qr / qo. TO / I s � / � SEE SHEE-T-�)9 -Y- PROF LE 1 \\ 69S �- / 5 / / / / \ ° SEE SHEET 1i FOR 2- PROFfLE AP�Rox. VISUAL LocgrloN - J-� I ✓ / / IIII/ - - 0 JUNCTION BOXES % I4" RCP BENDS 695 to O w w CT CT 03 F 0, Lo T) 0- N 3 E L 0- z co C3 / 3 L 0 / E 17 0 L L w (J� W CL L z / E L V 0 or rz a� CJ LO C-D: 6T F o7` o N� o� wz o/ 7- SPECIAL LATERAL 'V' DITCH T o � T Line - R = 11fiUU.UU, RP�c 1 - Ig 00 LT 1 8cfs �1-3\.�F. O�QQQ' ,' / ,' v X �p r T� �v I A'�I `L. O M Jf'" L JLs 7� 7 PLANS E Jf"" L A A'�I S , �.5 /32 - �- ��,°O DO NOT USE FOR / W ACQUISITION s °�° 40m h n=0.0 5 �� �.� �Q � / Off' /� + j O Liner GRASS // ���' QJ ?- 1p 5,200 00 oO 0 2024 ADT 5,800 �.�/ 2045 ADT SR 2177 (DAN VALLEY RD) / / ' ,'/ST GRg Rt / s�\ I 4, 7272,O� ` h / TL-3 '� / � � I 4 - L - (Existing) s EsT LA -FERAL 'V' ITCH �� \SYT P l �P A STA 52.73 +32PlS Sto���56 O 6Pl StoPl St 34+762G/ I DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ,/ V 90.033. Os = 4° /0' 35.5" 0 = 35° 37' 29.5" (RT) Os = 4° /0' 35.5" /�Ei + / ��P / / OJ S� -('Y Ls - 337.50 D = 2 28 29.9 Ls 337.50 0�� . N�, / / �/ / °O x a / S EC AL AT L ASE DITCH LT = 225.06" L = 1,439.40' LT = 225.06 c �� 511 / / O �/ SEE DE AI P E ST ' T = 743.82' ST = 112.56' / 11 / l �l_ � J� R 2,3/5.00 �� ,' /� �� // / Cl 5/ US3/1 POT STA 122+96.53 / �d��„8 19co � 2G1 6� l r - D POT STA 2/+15.85 r + 56.32 \ +81.05 \//- a 6 CREST S 19+77.69 � o v 121.68' 1�1 / �- ELEV 7 T755 - 24.00 RT �b -1,� / / / �35/ US3/1 POT STA /22 + -93 c�, Rp + 74.32 ���'� �� + Q �;� A r / ll� /N B Ny 0/ O 98.32' LT // P�,� �o / / R PDT STA 2/ +45.08 / + 7.88 c� Rca / p /33� p USq -RP A - LA BASE DITCH P�Q� Q P�Q / / llO�/ / // - - /is + / l/MH ��' B 62 c 2SS HC S ETAIL 05C �� � / / to. 132 5 .23 P/ Sto 17+19.25 ' P �o o c 6 _ ° . ,� p C, 5 / 0 � 11 �= 33 54 56.0 l LT I J/ l sT 17 + 81 Rt® / c, , 6j8.S //J l / L - U 220 POT Sto. l3/ +7 78 D = 22 55 05.9 O // -RP PC Sto. 16+43. l 11 / Y- N 155/US 311 T St 119+ .55 51.08 8 8" L = 147.98ROCKINGHAM COUNTY SCHOOLS + �qQ 6/ ��� // / v 1 2 L � 2.60 -el -Y NC135/ US 1 POT ST l 6 �`50 / :CIA 6'ffiIT"LL RT l T - 76.231DB 764 PG 591 �? / / / EE DE A 95F / L o \ l STA. 2.60 74.5 RT R = 250.00 - � 0� . / / -R A- POT S A 17+59. a l / l� RO = 76' �� / SEND MS IA TE L 'V' DITC j // / / / I Z w 5 �� m O �� )NVERT TO JB w„ C �. _ DS = 60mph + 33.00 UB-OUT + 1 �P A 6 + 6.21 L SPA.132+33.59 4.5' �/ /��=j /� l // 76. CAT-1 " 2 41. 15.00' LT 56' LT INV- 75.4 + 5.66 _ o F L / / y �/ n 02 OP - 6.0 q8„C REMOVE HW �7 / 6.00' LT Y NC1551- S i11-Pu7 A ll6 .26 /l j / l/ � // 15r� -67�>3 7 INV-675.8 JB w/MH i 051 C oho R OVE -RP A - POT STA 17 + l CAT-1 15.00 LT 6 �' _ + 516 Q �� + 00.69 / c HW /r/ �/ N // o 29.00' LT ® 52 �' _ TYPE III /2 O 0 13 ROp C / o Y - PT Sto. ll7 +4/.l3 / l _ o _ l - �`�� - - ------ 65.00 C� -Y- PRC Stc. 1/5+05.62 IE V-687. �R AT-1 ----- - -- -- =675. cQ' w 1.00' LT GREU TL- TOP- O O � � O COL R/E D /8„ � � b i 0 � E - - � INV 2 G N � 1 4 48 5 (� RCP \ INV 4" - Z5.3 ,�o\ o =674. \ /PLUG R r) N N 62° .4" E 20 o ' N o 2.92' L PLU W" '1 OP N � O �=6g � 00 M' LT IA INV 15" 2.00f� _ R 3 Q , ,z N y' _ + 8 5 41' 15" 050 6 woo N 1351US M �y O E STING /W /&G / M GREU TL-2 - T - --j - CONC AT / _ CONC WW 4 INV=686.35 S 4 3� -o TYPE I I�_ - R E �9 C IS C or 6 6 Cl-NC IS D I _ - 2 T 1 MTL �-T-�- 53 / _ / 9 l NC l35 23.5' BST .00' RT � F � � � I V= 6 o ONC ISL _ WALL 00 V o a I v � - WALL SIG - 7.6 05 \ r - SIG• v v • Qj - s .3 C S3 l INV= 87.0 ' C v V v • 15.00 RT Q�o�Q/ /II �� oo��,Q -Y- NC135/ US311 POT STA 122+92.931 I _6g'° l � +6 , _�� all/� / /� / // �� � � o 24" F 2.75 • / SEE DETAIL 5G o L 6 P� 11 +85 -Y- o� o= ,��' / /II O�' ��'/ / ���' -RP 19+56.32 `' �� 53 �'ERcp / EXISTING R/W + 53 N TSf o o (J'A +14.36 fS S +3 .28 L 1. (� 41.00 RT 6.44 � � 9 / 15.00 RT BAN t 'V IIJ / /J / ai. T 1RT + 99.3 -f- -�-�41.00 T f f 00' LT \ 6.00 \ 26.31 RT � / / / y + � \ o = I 90 77 SY O EM MILE �28.95 T O � 18°C c � _ � � W -� . P ' 50 � BEGIN USE WALL LT l l �� l l/l � 8.00' LT / / �p V J k \�JOH Q P=6 _ // II EGIN USE WALL RT � NSON & CASEY INC � � I I =6 -L STA 130+52.9/ 74.5 T l II 11 / / 11 � l 3 i S4 DB 1517 PG 1984 / -L - STA l3/+14.09 74.5 RT / Cj DB 1341 PG 2349 c, 7 CL B RIP RAP"II Qi I -Y- NC135/ US3/1 POT STA 11 4 2 �l J,I I / 7 PB 77 PG 55 o EST 1 TON �P 63 ;PG -01 44'- 5 SY GEOTE)01 E l l -RP B- POT STA l9 62.16 ti / l // -Y- NC135 US31/ POT STA 122+89.13 / Q I �/ / T - 672. ,' IIQ I /l / I �, v / -RP C - P T STA 19 +27.07 ' 3�8� Fl�-� II 666. � � / � � // / Q ` MAYODAN LLC 1 I II _ - + ��/ /� / 1500 PG 18 y �'� II JB I I 09 ; I �m I Y NC135/ US3/l T STA �6 �. II �, / _RP C _PT STA + / �P� � � 51493 PG 1240 o W I I -RP - POT T l +3 = o �� 11 / / II a _ B 0 S 9 2.0 / o / � / / Fio � DB 1495 PG 277 to � � V � �� I I I �� 11 / Y PC Sto. l5+5GOrn 8 �I l II QO &G/� �' = II Y o I N IIN I / / -Y- 121+00-121+86 LT / / �� / o / V =1.7fps / d = 0.6ft. RETAIN SYSTE� /� s=1°�° / n=0.035 Liner =GRASS�Cl\ N T I8"C"C&_CzI�H�P -o II y II / GREU TL-3 q� r \ ` E E -' m �} :� -Y- 121+86-122+28 LT N I / /� / 11 / / W' -RPD- 20+00-20 50 RT Q=2.2cfs ' �/ / I Q = 2.2 cfs V - 2.2s / CQ r' �� 8(9. �9' %C/� Y / m � � 2�' // / '� d=0.5fts s=10.9% ��� �� 6 � V RP s=1.9% n=0.035 4 / / n=0.035 Liner GRASS I / SEE B �'TA � Liner=GRA � /' � ,%�}� MCMICHAEL MILLS INC. SHEET ° �� �QO°O \\ l y� II 11 �/ y> DB 1369 PG 128 oU Ol EU TL-3 C - \V / F F DENOTES FILL IN ' qT 11 \��/l / I / >0• K PL,A6U W/ I WETLAND C Y // A 15 0 - 16+. C 4.27 qi^� , D�� - 3' 00.5" (LT ) DENOTES EXCAVATION / L " 49 /5.3 I IN WETLAND L_ \v D=I7 LT Q / � V L -&c� DENOTES IMPACTS IN �/�/ ��% r/' T *ss 182.77' SURFACE WATER '�° `� �� %. s/ 3.0% 840.00 oo ,' �h S er=GI� 040 oO DENOTES TEMPORARY O �� �� Q-/'� / _ IMPACTS IN SURFACE WATER O sy DS = 60m h ' p / -RPD- 18+50-19+00 LT Q=1SEE SHEET 09 FOR -Y- PROFILE X. s d 50' 0' 50' 100, 150' =2.8fps =,.,ft. SEE SHEET 11 FOR -RPA- PROFILE O� n=0.035° �s SEE SHEET 11 FOR -RPB- PROFILE GRAPHIC SCALE %/ Liner=GRASS SEE SHEET 12 FOR -RPC- PROFILE 57 SEE SHEET 12 FOR -RPD- PROFILE OO SEE SHEET 14 FOR -L- PROFILE °O PAVEMENT TO BE REMOVED SEE SHEET 15 FOR -WALL- PROFILE O z 0 LU 0:� CT / > \ / r WE Prepared in the Office of. PROJECT REFERENCE NO. SHEET NO. DALTON McMICHAEL -HIGH -Sl@0L&r SR 2/77 (6/1/ VALLEY RD'� PA-57 +o+l�� RT /E9yy�3.66 PERMIT D RAW I N G /�� ��7 / -5898 05 DALTON McMICHAEL HIGH SCHOOL \ ft.42' 02./" LT) -RP - 1 - + T) J �� �FI `� ,o JOHNSON, MIRMIRAN, £� THOMPSON, INC. 1 ��/ �� ' 33.2" / co D -Q=�`fp' •2"' / SHEET 5 OF 12 1130 Situs Court, Suite 200, Raleigh NC, 27606 RNV SHEET NO. 2,100 \ �, ��. 5 V=2. f �4� - - - _ _ _ _ <� L L� Le J L s-5.5/; s�� �,P j /j� S / j ROADWAY DESIGN HYDRAULICS C ENGINEER ENGINEER 725 I,375 �/ \ i�P9} CT -� 800 / \ 1,600 Z q ` ; �'� - �1-OOAT � �Q / ,'' � � � x C� -Y 9 /50 /3,750 ,� -�;- \ J v ��� � RP'�F- 1 � 0INCOMPLE'rE PLANS NC l35 - 1'"� -0 0 i 1.acf5 �/ ��F / oQ �' �® N®� �1�E F®� w ACQUISITION - �6�500 US 13/1 _ /o o /i�� / - J / 625� 4,57 6 / (I r s °i5 -40m h 700 5,lOS ( n = 0. P Liner GRASS Po- 5,2006g5.5,800 / .00 k24ADT 204sR�2 7 AN daLE D�- { R O 0 h • /� / / S I I I l�l lI l2 l \\\\ \ cz // / / TC- / ' / / / l l 114 DOCUMENT NOT CONSIDERED FINAL - - - L - (Existing) J \ . \\ es, Ri- // ° / / / ° 0 / // l ti III 11 111 \T,\\ J S ? T / y / / �/ \� // A O. / I I J SG� �`T / 111 /II 11 ` / 111 I UNLESS ALL SIGNATURES COMPLETED Pls Sto_04+_Z6.29 - _ Pl Sto 143+32.55 _ _ Pls Sto \\ a 'Y�F TS // / �/� ' // / / // �- G STA 690.033. 52.73 / �T •9 / N / I III / l 11/le // I ° _ ° _ - - � ° � \\\ \ FXir�,//i /i / �' / //�Q� vl - Os = 4 /0 35.5 = 3� 29.5 (RT) �s = 4 /0 35.L.,P \\ \- \ // b�5 , / / // / P I D t \ \\ \ e //�' (, , / / / / / / l l -/ l/ 0� J� I II II III �N /' 111 11 111 Ls - 337.50 D - 2 28 29.9 L6S 337.50 1 \ �G �? // ,/� / /�/ I 1 %7� °0 /: )'/ ASE DTCH LT = 225.06' L = 1,439.40" LT = -225.06� O / / / / / / /// .// // �T - 112.56 . -T = 743.82 _ - ST = 112.56�\ \ \ , / / ��. b0 / R = -2,3/5-.00'- - `,\\�`\ ;�J' ,''/ // / ' / //�/ / / l / // US3/l POT STA 122+96.53 r I I / - / I . ,9 1 z - / IR D OTC STA 2t5.85 / • , / N + 81,05- // _ / ` CRESTS 19 + 77.69 / /I I /� r✓ / I 121.68' / 9/ /// ELEV 755 \ // I / / / // / - _ 11 I� a I / J " - - - US311 POT ST A 122 + :93 + 74.32 _ ��G I I •� / / I I I I / e yY o� - ��o I R T_ STA 21 +45.08 1 �33 U �, BASE �IT�9�8 33rL / / / x \� / /o I I h _ // I 680 / I I III Illll I / 11 I I I //� pe s p� sq� PNc -RP A - P�� '' Q / � � /' / / �e /�`i� \ / / - ' t . 132+5�2� ,� . � I: II 1 H I /lam � p 2ssj S ETAIL 05C PJ / a / / / / o� / / o / / - ° NI I / e ' G 68 ) - -Pf Ste--17+19.25 `680 _ _ _ / l / -� / �,`� / i / \�/ I /�/ I/ I / 11//: ` = 33 54' 56.0" (LT) �680 \.' 1 T +�1 t _ / / ` c, 0j S U 20 POT Sto. l31 +7 .78 ►' 1 111 I I 1 I / / / �, -5 - -22 53-0-5 J- \ -RP P Sto l +43 // 11 N l 5/US 3/1T St l/9+ L = 147.98' O °I 6 / / /III /o - I �O�KIN�AM couNZY sC #09t� �60, / '� / �/ - NC135% S'� P'QT/�7� �0- ' ' l ' \ - T 76.23 - -rs� - - - _ o l / 50 / i IA EDIT�;ALL �f R = 2 0' - - = , `DB 76`4 �G 5I / / / / / - - �.EIE I A 5F A./33 . 0 74.5 : /1/ / / /// / / I I �,��J -675---Ji / 04 R A , POT A/-� // l / I \ I I I/l�675- / I SEND M IA TE ��V�'ei rc / / // V/ �/ / I -`' - J - _ 05 �. / I I I I) / l I l /� \ s� \ � `\ _ / dDERT TO JBP � "9R6 PIPE D5 _6�h - - S��B-°%%6 1 / �6 �/ + .21 I -L - A.132+3 .59 11 l/�= / // / l � �3.00 � � � / / � .- � f l � o �/ l / / � �� CAT-1 +90-39 +4100 INV 75.41 / 6 / - -Y - 11/�13�J�fl' l A� ll .2� / /Sd I y� `'� �// / / l I I 1 Q, I �� \ (/ I 02 \\ \ iwv - / `? TYP III i' 67s.s// / 6 �Qm� \ C/ / I o R ova MW -RP A POT STA�7+ / /tea J / r I / I/ • 15.0o LT \ I I 11 l 16 Q v \ + 00. 9 / / / eq / c, / / / ( / / '�/ / / CAT�/1 _ 29.00 T / / / 52 r J �/ _ / : E I 2 0 0 3 C ✓ \ ° EM3 / / - ' V=687 / R \ ° / P Sto. 117+�T/.l3� /� �V I/ �1/i / \\\1 +651Qo -Y PRC Sto. 5+05.6 / /„ / I A , �o //�� = I - // O / _/ 7s °' �REU/T� \ 1 E / - -� / / m/• \ IN / / o 11 , n F s �' 162 4 `2 f / /Q -_ 2 > w -L P OP=68 / I 00 2 �' - _� 12 _ 589 1 V P \ C, 2� ` / - _ - 069 OP=691 00 T Nv is o \ O� o ---r T - v=6s .80• a v / INV 54" n t = 11 \\ \� \ / \� TYP. NC 135/US ;�• Cr.1MC WW -� 4 INV=6�6.35 J TYPE I / // , / I / / / \ I9 G P= + 7 \ / // 0LC �� 6 •` / o ONC I a I v _ _70 � �� �_ a5_=-��ti` O _ $3 / / 'Z '/ / J Q - - / / 6� / Q _ -685 _ _ _ _� \ - / II / ,' / // / III Y l35/ U l POT ST-A l +9 - �. \ / 24°+62.15 = �bao- - EE DE IL '�5G' Q =`' // / ✓ ° / III I -RP +56.32 L /III Q� // b �/� f // lI Ill 3 xI Irae3 ST S �/ - `�, / / L �\-41.O"T- `V -i- =T 00-�68a=- - _ \ 26.31' RT %/ //// / / /o I l l llll / / / ) 1 1 \ / O / // / \ � / /// �/// / � -, // / /� XTIL �28 95' T l / I rB�GI M E V� LT , �// �/ / / II / / // l �/ 11 � �° _ / / // / q LT j j / / / JOHNSON & P- _ / / l 111 / EG W M E /iN � R O DB 1517 Nc \ I \ / e / L S \A �130+5 l�7 / /�/ l/ \ l I / - a / J/ G 19 4 m // / / / - / %. O 8 / \ /// N/ l l A � l *l4 - - T/ / /I DB 1341 PG l / �. I // l l 11 l /// 111 / l l/ / 3 �9/ / / / I 7� / //y l // 5/ 2349 c., \CL B RIP IMP" /l/ -PB Il 5 0 EST 1 TON II //I i I / / I ' Y -A `� - l// / ^�P 63 ; PG 4 \ 5 Y GEOTEVrl E \ � \ i IW /// // R � - POT S A� l'6/ l / 4/ l l l�5 �JS I T/ S� �2 Q � / // rn -� II I / 672. Ill l/j / I 3 8 . C \ : /// 1 I I 66 �j` / / / \ 1 \ \ / / / \ / I II $° y7 /- l .0/ / / / y I / / / 3 \ I 1 �) ' / / I / // // 1 ��/ �/ l / / II / I / / / f f I / MAYODA�N LLCM II // /// / 1 / /� ,� /// / // 11 / - - / / I ) / / 15@(T PG \ JB mNil. / S lT // ,� �6 /. I \ / ll/ll/ l l I ! / / /( \ l // // / / / I4 P }4 (� - `o c; I II',� / i l i ll/ / I / -R -6P / _ �,� / IIII I II I I / t l I / J r /// / / l l 13 GL 0 l�ll OT ST A / ��/DB 1495 PG 77 \_ � ��o ;' / L I� �� , �"- ���� \ II Ii ICI o //// / \ \ ��//� // / II ////��/ / / yam/i�� / // 0 OI II W Il NI \IIN /1/ / / / --121+00--121+86 LT o`er / �/ / / / / / / /// 1 f s --- -- _// I/I / / / W �j 5-7-1--- .. IIII � / / \ \ / ////1 \ � .. \ \ .' ///%/// I /�/ /I ._/�/ ///I l_ - - J' �J•• / /� ii / _� � • �5 H J Il III I / // \ \ /// / I / / / II / /� U TLC 670 - / ��o DPE J �I lily I W m II \ �ll I 1 I s, l/ /IIII / 111 - - = 121+86-122+28 LT RPD 20+00-20 50 RT q=2.2cfs /�� /j T �Y IIIIIII / 111 \I 111 \ // IIII 9 V=2 5 J �'/ /-I / C L/ m / I III I t / /// / / / / V=2.3fps d=O ft. i / l / 111 PI C� l \ / l 11 / / d-0.5ft. s=1.9/° //�1 //// Liner�GRASS I /n Liner=GRA SEE B ST l ,� L .S �° � � H El 6 00.0 / %//7 / / II 11// 111 / / l / i(; ,� �, / /. 1 f Br `-P�_r2-s- l 08 0 /.// l / / / I / ( \ J / ` �' / // v U T 3 / �9// 099= , n � • �/°i l l l l �� l/ l� l 11 // I/l P - T F DENOTESWETLAND IN ll�\ l`// / / AQ/16+. 4. h' / //l ll/ '9� /i6 // / �ii / - 3' 00.5" (LT ) oI� ®DENOTES EXCAVATION l / Z / �/ / 'l'�I // / l / l '� /, �� /// y9 /////� \ L 49 /5.3 IN WETLAND �� / /� C // (✓ / L / / / �' Q ///// / /% // ) RPD=17 LT iDENOTES IMPACTS IN S / � , n 1� � % � St // �j // / / /� I / Q-14 8cfs 182.77" F / a \�/�///1 �i- i V//- 4 s U �\ �/ I ° / l /l /�� X -/ I� �/ / / O ���//j/ / / ✓ ��//3.09063 ` 840.00' SURFACE WATER \ / J �z DENOTES TEMPORARY OOO A�- ��/��/J� / er=G035 ia�4O/� IMPACTS IN SURFACE WATER O DS =J 60m h -46 // �J/ _214f8�fs SEE SHEET 09 FOR Y PROFILE o�Q 50' 0' 50' 100, 150' p % S / I / SEE SHEET 11 FOR -RPA- PROFILE 00 r� 5=d.68% = ° / r` 1 n=0.035 J / SEE SHEET 11 FOR -RPB- PROFILE o� GRAPHIC SCALE 0 J //) Li r=GRASS °/ / SEE SHEET 12 FOR -RPC- PROFILE IL �X SEE SHEET 12 FOR -RPD- PROFILE w� (D OO �� //(� i SEE SHEET 14 FOR -L- PROFILE oz °o '/ PAVEMENT TO BE REMOVE SEE SHEET 15 FOR -WALL- PROFILE z O w CT cr co Cm V I 0 UI 3 E Q 03 03 i �l C 3 L 0 ro E 1) E E 0 L W w u L E of u or I,-, co( (TI, Ic 0-F N/ 0 N � o� N= I UU Wz \ v//' _ / PROJECT REFERENCE C�� SHEET NO. � �e�red In_he Office of. — E RAM T D INO '/ �ii �7 \ — p f 07 \ �� \ \ \ \ \ \ \\� o \ \ f / \\ ® ' J1�hTNSO M�RMIRAN & Tffomp �B (L // EET T \ i \ 430SH Si s Court; S-uite---2O-A,-if !�-fi 760i5 ROAD DE.�IG HYDRAULICS DALN �1cMlCHAEL l�l /� I RI 2/77 (DAN VALLY RD) \ \ \ \\\\ \ \\ — ^ \ \ \ _ ////// / Zo -EMI Icy E ENGINEER —DALTOI� Mc H/A HlGI�I ISC�HOOL \ \ \ <) \\\\ \\\ • 730 ` �/ S5775— _ \_ \ / / \ \ 1 \\\\\ , \ / /// /� / / �A�PL E-1�I TS i f72b = \ \ �J �1400 730— \ \\ \\ \ — // / / _i— + ID® N®[ USE 1F®d8 % CQUISITI®N 13,�50 -Y- \� \ \✓ �� `\�\\\\�`' J�� / \�,� — jj�j// /���// / i _--.7z5_. ?S�YNOT CONS�I� E FINAL \ ��\ \ \ \ \ r \ �� /o �' i \ 5 — ///� / / — `� — LE LL SIGNATOES O PLETED 2024 ADT��\� \ \ \ \ \ \ \ \ \ \ I I o \ , 1 —� �i / / / 2045 ADT 2/77 (DIAL \��\ \ \ \ \ \ \ \ \ \ / \ Jl ao\ r'^ �/ — // / // / 7jX00. / /� � ,�/ , / •. �� l / //i/� / / O 0' vv Qv, / / ROCKINGHAIM COURfY DB/764 L- (Existin ) 1 1 \ \ _ \\ �\\ \� \ \ \ — — OZZ —1 j//�////,r/ Pls Sty 134+76.29 Pl S l43+3 .55 M7 /l 1/+40�g Gs = 46 /0' 35.5" Z _ �35° 37' 9.5" RTC\ III 1 1� _ / 4° 0' 135. �� Ls = 337.50' D =\2 28 29.9 ���1// 11 L�` 7�0 / \ ���\\\; \—�� = �i'i�/1�° // �r , — �1`' // / �/ l % /ice /// ./ /( \ / / — , r/ \\\5.�\\ ` _L�i/ice / / // r ,' / �/ — / / l �/ / / , \ /�� /r/ / O LT = 22 .06 L - 1,439.40 / / < < L\7� - 5.06, / \ — /// //� / /� �`'� / /i 1 I / I j° I / �/ ST � 112. 6' T = 745.82' y 1 1 \SiT� l 2.56/ / `, —.,\ —\ y'���; ; ; //�/ /� //� /' —� / / y — — �/ / I / / i �/ / , /// EGIN CONSTIRUCTION l� J //j �/10�, — // /� ��/-�2 5 /�/l / / /� I o//% / -RP D- POD, STA. /0+00.00 --7 / / / / / ( o// L/ / / R //i / BEGIN CONSTRUCTION / _l _ _ / / \ O - --_1 o / / — �— // / // / /ter—/ / / I\ -RP A- POT STA.10+00.0 -J /OAR--f ,'' / / %%/ / / / �/ l�' j j////,'i //////// .� ////�JI e / WALMART REAL ESTATE I / DB 1227 PG 1476 �11S /// I P/PB 55 PG 62 y J/ f �` — J ` _ \ / ; so \ \ 1 �, ,,� + / / / /�/ �i iii __z ./�1 / �7— ��////i/ / /1 /lll // //• / o �i I l 111 \ -RP D- \S t / / ✓ 695. ���\ \\ \\\\ /o l/l I // l // I �� �" �� / / I Pl t l + 7 7 \ o5/i 1 \ �// ) /l h / / \ Sa 3 3 .5 ph / 1 / �j yb 1 / /ice 27 06 47.0 �L�) a // / I / 695 n h — \\\\ \\\ ° n \—/ / / / /P� �e/ � / 4 05 33.2 / / 662.50 ` RP -15 0- + \\ ��/337.57 _ \�°0/0 d=0 R 1,400.00' �/\ \ / 1 RO / /y / - _ °l �'�' //ll I l/ l� j/ l /�� ji ` za ////) I / DS = 60mph \ xr;\ / /y/ 100 / d — / ATER�A�V'D TCH C / / / SEE DETAIL 07A r� \S O, /3' C969 SPECIAL "/ \\ ®//�/// /ba' / \ \ I /� � is qp�P �.to. 6 �l A I: II/+62.50r \ / 4 l 69S 16 9. ET,IL _/ V DITCH SUMP //j/ )l/ISEE D41p 9 \ \ IL 07B /'/ '� l l b/, R�� / - � 1� /�' � � � / i �-- /irll � /� �////i_/� � � I Illlllll► �/��.1 �I //lll/lll —�_— ,_ B I �RA ///'' !/// '// r — ✓ /: /I I I II I II I I/ lI /l/Il/l//ll lI//�II 02 /l /11/ / // l/1//l/ll /// '4N R ASTA 103 +55 77 4 LL- 7 ELEV 675.938 0 /LATERALTI ERAL BASE DITCH / — / �l IL 0713 SV 50' o' 50' 100, 150' -9 Q�/ 1 / DETAIL: 05F /� DITCH GRAPHIC SCALE / h k, / // 1 /'/ — 111 I llll/ 11 / \ VO 0P1= 86.723 �.Sf - 685 / \bey 111 / /\�7680. / /Io �3 lllll �2� DENOTES O WETLAND Q / \ Sx8 � � l l F DENOTES FILL IN C� / //� /// / \ 4,j WETLAND ' % // I — �/ \ 14j �� D / �. // \ \ \ �i,s� S' _ �� \ SEE SHEET 11 FOR -RPA- PROFILE ���' q° /8� \ SEE SHEET 12 FOR -RPD- PROFILE 0S 000O� \\\ SEE SHEET 14 FOR -L- PROFILE 0 S'`o .00 - P7�� 0 f QO-12�0� RPA- 12 +00-12 + 50 RT -RPA- 12 + 50-1 + 00 RT / (�2,�cfs_ �\ V=2,2f�]i_ -�ri.5 cfs \ V 3�ps Q=5.5 cfs V=3.8 fps- = 0 5i ft,_ \ 5_z-_3.075 0'f$, ft. \ d - 0.7 ft s=3.4% n=Q Q35 \ �\ \\ \ \ n=0.035 finer=ZaRi�S\ \ Liner GRASS �z Z 0 w CT CT r` co L i E C v or �� CO( �, E 0-F Off` N/ 0 N � O= CV= �� wz o, �z MATCly Ll �a NE -RP _ SEE Sh' B STA /6 f EE7- 05 00°00 w \ \ � Z PERMIT DRAWING SHEET 9 OF 12 /�, iTPrepored\/n the Off/ce ofo�FIl JOHNSON, MIRMIRAN, & THOMPSON, INC. 1130 Situs Court, Suite 200, Raleigh NC, 27606 PROJECT REFERENCE NO. l -5898 RNV SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 08 HYDRAULICS ENGINEER - wLj V,N Il�lll I " "I oPLANS CL I RI n P \ cwc� '< jl I 1 I /% ISO NOT USE FOR k / W ACQUISITION 50' 0' 50' 100, 150' EST 13 N E� g�nWa /IIIIIIV 30 SY OTTILE wa- \ �a \ ) I IIIIIIII GRAPHIC SCALE o EW ER 6 wIoS 9 O�jBu ��SMENT / I �\ / II / / / / / / rA ` / v oODENOTES TEMPORARY__ ` _\_ °OD IMPACTS IN SURFACE WATER _ _FSS��_ w 4c ^� I� " I I/// I i I / / / / / / / \ o \ DOCUMENT NOT CONSIDERED FINAL - �� { ///ll I I 0 / / / / byi / //// I / /A / °) / / - �'Q 1 ^ / y� / / / l / l ° / / / S UNLESS ALL SIGNATURES COMPLETED SEE SHEET 1'4 FOR -L� PR9))ILE D LTON McMICH EL HIGH SQHO & SR 2177 (DAN VALLEY RD) \ \ DALTON McM�HAE� HIGH SCHOOL \ / 2100 \ 2,40 72.51 /,375 / \ 9,150 800-!�) '00 13,750 -Y- / / INC /35 10,800 / 16,000 US 3// 625�,575 / 700 5,100 / / / 5,200 5,800 / 2045 ADT SR 2177 (DAN VALLEY RD) ����;\/ 4 �T s .riIIII k- . l/ l / \' / %i " it l // / I 1 �/N :// / \�, .. - / I sY // �'/ % /1 ' / rE ��` S � ✓� : � ,� \\ \ \45/ SB W l / 111 I / l // -_ / / l ll l / � // l l li llir l `f �'/ / / \\\\\\ \\0`5 . ��\\ / IIIIIIIf� i P B 1 I -P G\ 1 1\ IPB 63 PG �a \III/////I \\ o/j// l/ t ��� //l,� l �l/b� I � I .. i � ;i / . /�i��/j// - J •� � �/ l / � \\ I /- \ \\�\\\\\ \ II III /IIIIII II l �/ / / /b" \\(D2 \ /� /sq O� s // 1 \� \ / / a /'\ %// % / ( I %/cam MCMICHAEL MILLS INC. \ ° /�/ / I ///// )� I DB 1369 PG 128 \ \ I � l/ /.\ I /Y/ / i/ / / // \ ,\ \\ �f � � - III / ►1 / � // / � / / / / M / l \ cb I / / o�J 18 RCP1 j /// - / // ��// / f I I l (a \ j \ \ \ 68 ✓ \ I \ll/ 1 100.00 a l/ l l ll� ll / - .00ca \ I l 7'' SST / / / /// / �/ / yq l i / / 70- NOT/DISTU -L -RP B- Z Sr /2 (�+16 15 E LV .57 b�5 PI Sta 8+4I.28 I L = 338.46' II _9� \ I I I I I l/ l / /�/ / y� // / / /// // /// �3 0 9., T - 169.97 oo m \ I I / Ar \R__ 1480.00' ll / l �N�s�\o IIIIIIII IIo I -J III I l '�►IoI,�lIlIIIIlIIlII.IIIIII I1III.II 1I II1 /I.I IIIIIIIIIlIiIIII lIIIIIIII II I I/, / IIo 342 4ayI I /l /// i//\/"//, //1\/ �/lll /l/li/ lt/ll/ � //�/l /�l / /l/ /��/// / l l / / /l/ll/ / //// / /�/l�j///////,///// // /// / ///rii////�//,/g//r�/1i� /////�1�//\///// �//1/// �///, a//��„�I > l\II l >� II I lI o \�l/ IL 0.03 J //// /I /// 0 �`�6876 \BEGIN CONSTRUCTION Omph0/ _RP C_ POT ST` I0+00.00,e// ///X/ �i\ _\�1/\� � � \ " � \ \ l \ II / i IIIIII! / olk T II III IIII / I / Y, /o r _ \%\ . Iliii�il IIIIII // l /y I /X� //r/r� �i/ y� \\ \ \\ \� / / --- --- `665 -RP B PT Sto. 10+09e/ l / \ \\\ \ 1 / < \ `��� 665 599 �` I/Ill IIII �l l l i l / l/ � ���1/ < �� / / l/ Iy/ j I I�1 H� ;POND? \ I I yj 111 SEE SHEET 11 FBOR -RPPROFILE \ � \�o E�I�UTLETS SEE SHEET 12/ FOR -RPC= -PROFILE \ ll l ll ll�l/ ll /ll l l LOWES HOME CENTERS INC - FRO -SPIN (NC) LLC DB 1341 PG 2338 DB 136� PG_ZZ9-2- \ l /lzr// , / li/IlIlIii/lI//// lli// �I/lii//, l///q // /l/ / // /l/iD�/ i/ /�//// l //II/ //// / l //////,,//i�. . ►\\\\\ \�\ Y\ I II �= 1 I PB 63 PG 44 Ih I \rlI (I IIIIII II► II ► I/ I// BEGIN CONSTRUCTION / / \ -RP B - POT ST A. 8 +5 .00 /l�, / / l �l%ql / l l l l j �l/� l l I / �/ / ///// \ \� 1 I 1 1 \ \ 1111111 I I I I / �99 ��/ li //ill l /lr / / b///iilr \`\\` \\ \ I 1 \ \ \� I► 11 I / �' / / I I IIII / -RP B - PC Sto. +71.30 / I /% l j llj/ /ll/l j / / / l / / / / ////// . \ \ \\\\ \ 1\ \\\ \ I\ \� /1 J / //// . l/rl / l 111 11 l l l l //IIII ` \ . \ \\\\ 1 \\� \\\ ► � /i��► �I / I � � I 1 l ll/ /ll/lj/ l ll /' /�q� I I\ 411, LLj \ 6 OUTFALL ANALYSIS -EY RAMP C- STA 10+60 70'/Rr 2 yr PRE -CONSTRUCTION POST CONSTRUCTION USGS REG. 1 URBAN / USGS REG. 1 URBAN DIFFERENCE: SIR 2014-5030 SIR 2014-5030 / DA: + 0.1% =0.31 sq. mi. DA=0.31 sq. mi. Q2: + 0.7% IA / Q=109cfs IA=15% / Q2=112cfs V: + 0.3% d: 0.6% =l4% +� / d=1.9ft., V2 /4.6fps d=1.9ft., V2 /4.7fps s=�5% s=1.5% n=0.045/ n=0.045 I'd- (+) 0 6% OUTFALL ANALYSIS -EY RAMP OTA 10+60 70' RT 5 yr PRE -CONSTRUCTION PO CONSTRUCTION: DJ FERENCE: USGS REG.1 URBAN IISGS REG. 1 URBAN IR 2014-5030 SIR 2014-5030 DA:(+ 0.1% 0.31 sq. mi. 71 DA=0.31 sq. mi. Q5: (+ 0.7% QS\ 164cfs / Q5=167cfs d: +; 0.5% d- 3ft., V5=5.2fps d=2.4ft., V5=5.2fps/ s=1.5.� / s=1.5% n=0. n=0.045j Td: (+) 0.5% OUTFALL ANALYSIS -EY RAMP C- STA 1 +60 70' RT 10 y PRE -CONSTRUCTION POST CONSTRUCTION: DIFFEREN/CE: �1SGS REG.1 URBAN USGS RED 1 URBAN 3SIR 2014-5030 D =0.31 SIR 2014/ 5030 DA=pl DA: (+/Y0.1% +) 0.7% sq. mi. IA-14% sq. mi. 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Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) S1 -Y- 111+31 To 111+63 LT Roadway Fill < 0.01 30 S2 54in RCP w/ HW < 0.01 16 W1 -RP D- 17+22 to 18+15 LT Roadside Ditch < 0.01 W2 Roadside Ditch < 0.01 S3 -RP D- 19+18 to 21+03 LT 30in RCP 0.02 211 S4 -RP C- 10+00 to 18+69 RT Rip Rap Outlet Stabilization < 0.01 7 S5 Roadway Fill 0.17 925 S6 -RP B- 11+49 to 11+83 LT Roadway Fill < 0.01 41 TOTALS: < 0.01 < 0.01 0.03 0.18 234 996 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb Virginia North Carolina Eden Stoneville r V Mayoc14 111e Madison Wentworth ROCKINGHAM Reidsville Stokesdale GUILFORD >YTH Summerfield ALA yak Ridge Greensboro 35 i dan Study Area CD Rockingham Madi Source: ESRI I N 0 0.5 1 2 Miles NORTH Cy9O FIGURE 1: VICINITY MAP tiP <y Proposed Improvements to Future 1-73/U.S. 220 at the U.S. 331 and N.C. 135 Interchange and Replacement of Bridge No. 780074 Rockingham County, NC Q TOF TRANSPO STIP Project 1-5898 �iFN • � p�N�P\N�O . Pq / Op O GP t Idd­ J OF 17 • J 0 % w Of • , J • t� • S�Ar �. i I q P o->• o o D G' f Cours NG 135 � • 2177 r o 0 /"� � • j( 1� w �53 / J ` • �. . Q Dan V le, T [if • t • p `• Uj C • � • (2 D J/ LAYMON LANE 0 < Mill Q o - _ 0' r � J b� ' .� Q _ �iLU =s J • - N 0 250 500 1,000 Source: USGS Topo Quad: Mayodan 1:24,000'Scale !' _ Feet O�NORTHCg9 Roads Figure 2: Topographic Map Study Area Proposed Improvements to Future 1-73/U.S. 220 at the U.S. * * 331 and N.C. 135 Interchange and Replacement of Bridge No. a -z 780074 STIP No. 1-5898 9T��Nr OF TRPNSeO�� Rockingham County, NC SH SJ WB* SF SI Reach 2 SI Reach 1 WA-DPWa WA-DPU WA SG - - f �•iy 0 50 100 200 ---_ ' e''y tt s, Feet ,.� g s SD Reach 2 WA ; SD Reach 2 1 _ I 4 Ally / t, SC Reach 3 t; SD Reach 1 id- «',r� 7' "'�'r 4 ^� I► SC Reach 2 ", .„ SC Reach 1 41 SB Reach 1 SB Reach 2 s 'I I s.. r e r, SA WB* was expanded per comments on PJD Site Visit on April 2, 2019. Expanded area was flagged on site and area was drawn in based on field measurements, LIDAR, and aerial imagery. • Wetland Data Point j10RTF{ C tiQ�� F Streams (Potential Non -Wetland Waters of the US) Intermittent o i Z Perennial 'v O Study Area 9r��NT OF TRPNSeOQ�e Potential Wetland Waters of the US - Potential Wetland Waters of the US - Revised 4/2/19 April 2019 0 25 50' M Feet f y� SE Reach 2 SE Reach 1 MW # �✓ ; 4,+ s r Asa 0 250 500 1,000 r �rFeet Figure 3: Aerial Imagery & Features Map Proposed Improvements to Future I-73/U.S. 220 at the U.S. 331 and N.C. 135 Interchange and Replacement of Bridge No. 780074 STIP No. 1-5898 Rockingham County, NC E3 i , A ; 3Vt xr YC er, _ VE l --� SV F 1 i v v B CrB ~ LeL �..�• 6411 { 1 21173 4 I SV B 4 �' ,-;v 13 Oan � J k .� Valle MeB? � vB ROYCOOPER Governor ELIZABETH S. BISER Secretary NORTH CAROLINA Environmental Quality December 30, 2021 Mr. Jerry Parker NCDOT Division 7 Environmental Supervisor North Carolina Department of Transportation P. O. Box 14996 Greensboro, North Carolina 27415-4996 Dear Mr. Parker: Subject: Mitigation Acceptance Letter: Division 7 Project — TIP Number I-5898, US 220 / NC 135 Interchange Improvement and Replace Bridge 780074, Rockingham County The purpose of this letter is to notify you that the North Carolina Department of Environmental Quality — Division of Mitigation Services (NCDEQ-DMS) will provide the stream mitigation for the subject project. Based on the information received from you on December 24, 2021, the impacts are located in CU 03010103 of the Roanoke River basin in the Central Piedmont (CP) Eco-Region, and are as follows: Roanoke Stream Wetlands Buffer (Sq. Ft.) 03010103 CP Cold Cool Warm Riparian Non -Riparian Coastal Marsh Zone 1 Zone 2 Impacts 0 0 234.000 0 0 0 0 0 (feet/acres) The impacts and associated mitigation needs were under projected by the NCDOT in the 2021 impact data. NCDEQ-DMS will commit to implement sufficient compensatory mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In - Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from NCDEQ-DMS. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-8420. Sincerely, James B. Stanfill DMS Asset Management Supervisor cc: Mr. Dave Bailey, USACE — Raleigh Ms. Amy Chapman, NCDWR Mr. Ray Bode, Johnson, Mirmiran & Thompson, Inc. Ms. Linda Fitzpatrick, NCDOT — EAU File: I-5898 — Division 7 North Carolina Department of Environmental Quality I ❑ivision of Mitigation Services 217 West Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652 wr.i.�nerE .,gym �� mew, 1919.707.8976 The North Carolina Department of Transportation (NCDOT) has begun planning and environmental studies for the proposed transportation improvements to US 311/NC 135 Interchange, Rockingham County. The project proposes to widen Bridge No. 780074 and Upgrade Interchange in TIP Project 1-5898. As part of the preparation required for building this project, engineers, surveyors, geologists, and others representing NCDOT will be working on or near your property for the next several months collecting data necessary for the design of this transportation project. Other State and Federal Agency representatives relevant to the project may also be present with NCDOT to ensure that the data collected conforms to matters within their respective jurisdictions. The specific area in which these representatives will be working does not necessarily indicate the final location or extent of the proposed transportation improvement. These representatives will be wearing high visibility safety vests, and will be locating and measuring utilities, property corners, transportation features, and the limits of streams and wetlands. These representatives will use wooden stakes, various colors of flagging, or ribbons, hung on trees and shrubs as part of their work. These stakes and flagging do not indicate the location of the proposed transportation project, but they are very important in our planning and environmental project development process. Please do not disturb these stakes and flagging. As the study progresses, newsletters will be mailed and/or advertised public meetings may be held to present information and any preliminary designs to keep you informed of the project's progress. Table 1. Landowners OWNER ADDRESS CITY NC ZIP OCCUPANT/RESIDENT 101 N VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 102 N VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 102 TAFT ST EDEN NC 27288 OCCUPANT/RESIDENT 103 W STADIUM DR EDEN NC 27288 OCCUPANT/RESIDENT 104 WILSON ST EDEN NC 27288 OCCUPANT/RESIDENT 105 N VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 106 DEVONWAY ST EDEN NC 27288 OCCUPANT/RESIDENT 106 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 107 TAFT ST EDEN NC 27288 OCCUPANT/RESIDENT 107 W STADIUM DR EDEN NC 27288 OCCUPANT/RESIDENT 107 WILSON ST EDEN NC 27288 OCCUPANT/RESIDENT 108 WILSON ST EDEN NC 27288 OCCUPANT/RESIDENT 109 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 110 DEVONWAY ST EDEN NC 27288 OCCUPANT/RESIDENT 110 E ARBOR LN EDEN NC 27288 OCCUPANT/RESIDENT 110 GRANT ST EDEN NC 27288 OCCUPANT/RESIDENT 110 TAFT ST EDEN NC 27288 OCCUPANT/RESIDENT 111 WILSON ST EDEN NC 27288 OCCUPANT/RESIDENT 112 N VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 112 TAFT ST EDEN NC 27288 OCCUPANT/RESIDENT 112 WILSON ST EDEN NC 27288 OCCUPANT/RESIDENT 113 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 113 TAFT ST EDEN NC 27288 OCCUPANT/RESIDENT 113 W ARBORLN EDEN NC 27288 OCCUPANT/RESIDENT 114 GRANT ST EDEN NC 27288 OCCUPANT/RESIDENT 114 WILSON ST EDEN NC 27288 OCCUPANT/RESIDENT 115 E STADIUM DR EDEN NC 27288 OCCUPANT/RESIDENT 115 W KINGS HWY EDEN NC 27288 OCCUPANT/RESIDENT 115 WILSON ST EDEN NC 27288 OCCUPANT/RESIDENT 117 E KINGS HWY EDEN NC 27288 OCCUPANT/RESIDENT 117 TAFT ST EDEN NC 27288 OCCUPANT/RESIDENT 118 DEVONWAY ST EDEN NC 27288 OCCUPANT/RESIDENT 118 E STADIUM DR EDEN NC 27288 OCCUPANT/RESIDENT 118 W ARBORLN EDEN NC 27288 OCCUPANT/RESIDENT 119 DEVONWAY ST EDEN NC 27288 OCCUPANT/RESIDENT 119 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 119 WILSON ST EDEN NC 27288 OCCUPANT/RESIDENT 120 W ARBORLN EDEN NC 27288 OCCUPANT/RESIDENT 123 N VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 205 E KINGS HWY EDEN NC 27288 OCCUPANT/RESIDENT 207 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 210 E KINGS HWY EDEN NC 27288 OCCUPANT/RESIDENT 210 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 212 E KINGS HWY EDEN NC 27288 OCCUPANT/RESIDENT 213 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 213 W KINGS HWY EDEN NC 27288 OCCUPANT/RESIDENT 220 W KINGS HWY EDEN NC 27288 OCCUPANT/RESIDENT 230 W KINGS HWY EDEN NC 27288 OCCUPANT/RESIDENT 231 W KINGS HWY EDEN NC 27288 OCCUPANT/RESIDENT 238 W KINGS HWY EDEN NC 27288 OCCUPANT/RESIDENT 239 W KINGS HWY EDEN NC 27288 OCCUPANT/RESIDENT 243 W KINGS HWY EDEN NC 27288 OCCUPANT/RESIDENT 244 W KINGS HWY EDEN NC 27288 OCCUPANT/RESIDENT 245 W KINGS HWY EDEN NC 27288 OCCUPANT/RESIDENT 247 W KINGS HWY EDEN NC 27288 OCCUPANT/RESIDENT 249 W KINGS HWY EDEN NC 27288 OCCUPANT/RESIDENT 250 W KINGS HWY EDEN NC 27288 OCCUPANT/RESIDENT 251 W KINGS HWY EDEN NC 27288 Table 1. Landowners OWNER ADDRESS CITY NC ZIP OCCUPANT/RESIDENT 253 W KINGS HWY EDEN NC 27288 OCCUPANT/RESIDENT 311 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 315 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 406 THOMPSON ST EDEN NC 27288 OCCUPANT/RESIDENT 407 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 415 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 509 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 515 S KENNEDY AVE EDEN NC 27288 OCCUPANT/RESIDENT 515 THOMPSON ST EDEN NC 27288 OCCUPANT/RESIDENT 516 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 518 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 519 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 529 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 594 S PIERCE ST EDEN NC 27288 OCCUPANT/RESIDENT 598 S PIERCE ST EDEN NC 27288 OCCUPANT/RESIDENT 608 LINDEN DR EDEN NC 27288 OCCUPANT/RESIDENT 625 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 640 FAGG DR EDEN NC 27288 OCCUPANT/RESIDENT 640 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 659 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 663 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 665 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 678 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 680 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 700 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 701 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 703 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 705 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 707 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 709 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 723 S VAN BUREN RD EDEN NC 27288 OCCUPANT/RESIDENT 726 S VAN BUREN RD EDEN NC 27288 213 PROPERTIES LLC PO BOX 2195 REIDSVILLE NC 27323-2195 A V A PROPERTIES OF THE PIEDMONT LLC 734 S VAN BUREN RD EDEN NC 27288-5322 AUTO ZONE 640 S VAN BUREN RD EDEN NC 27288 AUTOZONE INC #0468 PO BOX 2198 MEMPHIS TN 38101-2198 BACON ENTERPRISES INC 2259 N MAIN STREET DANVILLE VA 24540-2415 BARKER & DALY LLC 500 STINSON DR #100 DANVILLE VA 24540-5397 BARKER KEVIN D BARKER HEATHER 0 531 SOUTHWOOD DR EDEN NC 27288-5222 BISCUITVILLE 114 W KINGS HWY EDEN NC 27288 BMA EDEN APARTMENTS LLC 1900 DALROCK RD ROWLETT TX 75088-5526 BOJANGLES 631 S VAN BUREN RD EDEN NC 27288 BURDINE LAURA LEIGH BURDINE STEVEN ELLIOTT 319 PINEWOOD PL EDEN NC 27288-5221 Burger King 221 W KINGS HWY EDEN NC 27288 BURGER KING CORP PO BOX 460189 HOUSTON TX 77056-8189 BURGESS PAMELA P 114 WILSON ST EDEN NC 27288-5231 BV 136 LLC 1414 YANCEYVILLE ST STE 300 GREENSBORO NC 27405-6963 CHAMPION MARY LOU 113 TAFT ST EDEN NC 27288-5224 CHAN SAN LUNG CHAN CATHERINE LI 138 E MEADOW RD EDEN NC 27288 CHINA WOK 640 S VAN BUREN RD EDEN NC 27288 CHRISTMAN ARLEAN BRAY 114 GRANT ST EDEN NC 27288-5216 COLE CV EDEN NC LLC ONE CVS DR #5559-02 WOONSOCKET RI 2895 COOK OUT EDEN INC 15 LAURA LN STE 300 THOMASVILLE NC 27360-5865 CROUCH ROBERT L CROUCH DEBORAH H 366 ANDERSON RD EDEN NC 27288-8103 D R DEVELOPMENT CORP PO BOX 1107 EDEN NC 27289-1107 DAUON INC PO BOX 590 EDEN NC 27289-0590 DAVIS MARK DAVIS KAREN 115 WILSON ST EDEN NC 27288 DEEP RIVER REHABILITATION 640 S VAN BUREN RD EDEN NC 27288 Table 1. Landowners OWNER ADDRESS CITY NC ZIP DI'LISHI FROZEN YOGURT BAR 640 S VAN BUREN RD EDEN NC 27288 DISHMON WALLACE SR DISHMON PATRICIA 106 DEVONWAY ST EDEN NC 27288-5205 DOLLAR GENERAL 640 S VAN BUREN RD EDEN NC 27288 DOMINO'S 640 S VAN BUREN RD EDEN NC 27288 ECKERD CORPORATION PO BOX 3165 HARRISBURG PA 17105-3165 EDEN CHAMBER OF COMMERCE 678 S VAN BUREN RD EDEN NC 27288 EDEN CONTRACTOR EQUIP & RENTAL PO BOX 590 EDEN NC 27289-0590 EDEN DEVELOPMENT CORP PO BOX 610 EDEN NC 27288-0610 EDEN INN LLC 631 HIGHLAND DR EDEN NC 27288-4934 EDEN OIL CO PO BOX 1375 REIDSVILLE NC 27323-1375 EDEN RIDGE LLC 302 S KENNEDY ST EDEN NC 27288-5058 EDEN TRIAD PROPERTIES LLC 7008 BLACKSMITH CT SUMMERFIELD NC 27358-9288 EGGLESTON & BURLESON LLC PO BOX 929 EDEN NC 27289-0929 ELIZABETH'S PIZZA 640 S VAN BUREN RD EDEN NC 27288 ELLINGTON PEGGY PENNINGTON 525 HIGHLAND PARK DR STE J EDEN NC 27288-5063 ELLISON CLEVELAND REVOCABLE LIVING TRUST PO BOX 523 EDEN NC 27289-0523 EVANS OTIS DAVID JR 633 E MEADOW RD EDEN NC 27288-3425 FAWCETT MILDRED BRAMMER ESTATE 100 UPLAND DR SALEM VA 24153-7164 FC PROPERTIES LLC PO BOX 610 EDEN NC 27289-0610 FFC LIMITED PARTNERSHIP 166 SOUTHGATE DR STE 10 BOONE NC 28607-4906 FLEMING JACK T SR 612 BUSINESS PARK DR STE B EDEN NC 27288-6461 GNC 640 S VAN BUREN RD EDEN NC 27288 GOLDING THOMAS H GOLDING MELISSA P 110 TAFT ST EDEN NC 27288-5225 GRAZIANI CARMINE 640 S VAN BUREN RD UNIT N EDEN NC 27288-5365 GRAZIANI VITTORIO GRAZIANI TERESA P 640 S VAN BUREN RD UNIT N EDEN NC 27288-5365 GREAT CLIPS 640 S VAN BUREN RD EDEN NC 27288 GUNN WILLIAM EDWIN 119 WILSON ST EDEN NC 27288-5230 HALL THOMAS E JR AND OTHERS PO BOX 911 EDEN NC 27289-0911 Hardees 202 W KINGS HWY EDEN NC 27288 HARI KRISHNA LLC 115 W KINGS HWY EDEN NC 27288 HARRINGTON CHARLES B 107 TAFT ST EDEN NC 27288 HART JAMES E JR HART CHRISTI W 111 WILSON ST EDEN NC 27288-5230 HIBBETT SPORTS 640 S VAN BUREN RD EDEN NC 27288 HILL CHILD LLC PO BOX 6159 KINSTON NC 28501-6159 HOME PROPERTIES LLC 4312 AGLIANO TER SUMMERFIELD NC 27358-9562 HOME SAVINGS AND LOAN PO BOX 10 ASHEVILLE NC 28802-0010 HOPKINS MARTHA W 821 OAK RIDGE DR EDEN NC 27288-5369 HRS PROPERTIES LLC 2840 ASHLEY LOOP REIDSVILLE NC 27320-5009 HTD ENTERPRISES LLC 1228 WESTRIDGE RD GREENSBORO NC 27410-3828 HUBEI GROUP LLC 709 S MADISON ST EDEN NC 27288-9901 HUFFMAN JIMMY D 117 TAFT ST EDEN NC 27288-5224 HUSSEY DANA L 1840 BETHLEHEM CHURCH RD REIDSVILLE NC 27320-8789 HUYNH TRANG T 4806 PENNOAK RD GREENSBORO NC 27407-4032 IT'S FASHION METRO 640 S VAN BUREN RD EDEN NC 27288 J S OF EDEN ENTERPRISES INC PO BOX 590 EDEN NC 27289-0590 JACKSON HEWITT 640 S VAN BUREN RD EDEN NC 27288 JENKINS HOWARD TIMOTHYJENKINS CHERYL RIDLEY 540 DOGWOOD DR EDEN NC 27288 JOHNSON ROBERT JOHNSON MARGERY 118 WILSON ST EDEN NC 27288-5231 JOHNSTON H ONEIL JOHNSTON PATRICIA B 102 TAFT ST EDEN NC 27288-5225 KOBER MAIDA BONELL 594 S PIERCE ST EDEN NC 27288-5240 KOTIS HOLDINGS LLC PO BOX 9296 GREENSBORO NC 27429-0296 LAKE CHARLES ROBY LEMONS TAYLOR BROOKE 119 DEVONWAY ST EDEN NC 27288-5204 LAYNE BROTHERS REAL ESTATE INVESTMENTS LLC 509 S VAN BUREN RD EDEN NC 27288-5018 LIDL US OPERATIONS LLC 3500 S CLARK PL ARLINGTON VA 22202-4033 LIGHT C ORVILLE LIGHT YVONNE 123 GRANT ST EDEN NC 27288-5215 LISBETH INC 407 S VAN BUREN RD STE B EDEN NC 27288-5053 LOVE ENTERPRISES OF REIDSVILLE LLC 160 LAUREL RIDGE DR REIDSVILLE NC 27320-8033 MAC -SMITH CORP. PO BOX 590 EDEN NC 27289-0590 Table 1. Landowners OWNER ADDRESS CITY NC ZIP MADISON HOLDINGS LLC 605 S MORGAN ST ROXBORO NC 27573-5435 MAV LLC 101 EPHESUS CHURCH CHAPEL HILL NC 27517-2534 MCDONALDS 640 S VAN BUREN RD EDEN NC 27288 MCDONALDS REAL ESTATE COMPANY 2901 PACIFIC AVE GREENSBORO NC 27406-4512 MCELHANNON THOMAS MILTON MCELHANNON SYLVIj 112 WILSON ST EDEN NC 27288-5231 MCFADDEN PLACE PROPERTIES LLC 1000 W OCEANFRONT NEWPORT BEACH CA 92661-1025 MEADOW GREENS INVESTORS LLC RR MEADOW GREEN 1840 MAIN ST STE 204 WESTON FL 33326-3685 MEDICAL AND DENTAL PHARMACY BLDG INC 407 S VAN BUREN RD EDEN NC 27288-5069 MILLS KATHLEEN W 116 TAFT ST EDEN NC 27288-5225 MOREHEAD DOCTORS CENTER 117 E KINGS HWY EDEN NC 27288-5201 MOREHEAD MEMORIAL HOSPITAL 117 E KINGS HWY EDEN NC 27288-5201 NEW CENTER DEVELOPMENT CO PO BOX 20983 WINSTON SALEM NC 27120-0983 NOBLE HOSPITALITY INC 101 SWIFT WIND PL APEX NC 27539-5113 NORTHLINGTON MARIANNE D HOFFMAN JANE D & OTI PO BOX 220 DANBURY NC 27016-0220 OSBORNE INVESTMENTS LLC PO BOX 1107 EDEN NC 27289-1107 OSBORNE PETER F OSBORNE ROBERT M JR PO BOX 1127 EDEN NC 27289-1127 PATRICK HENRY NATIONAL BANK 630 FAGG DR EDEN NC 27288 PATRICK HENRY NATIONAL BANK 1300 KINGS MOUNTAIN RD MARTINSVILLE VA 24112 PENNIES FOR CHANGE THRIFT STORE 640 S VAN BUREN RD EDEN NC 27288 PERKINS ERIC WALKER 210 S VAN BUREN RD EDEN NC 27288-7702 PIEDMONT AVIATION CREDIT UNION 3530 ADVANTAGE WAY WINSTON SALEM NC 27103-5515 POWELL ANDREW J POWELL DONNA C 311 W ARBOR LN EDEN NC 27288-5309 PRILLAMAN IVIS N 110 GRANT ST EDEN NC 27288-5216 PULLIAM DANNY R PULLIAM DAWN D 110 DEVONWAY ST EDEN NC 27288-5205 RADIO SHACK 640 S VAN BUREN RD EDEN NC 27288 REGIONAL PROPERTIES I LLC PO BOX 730 BURLINGTON NC 27216-0730 REYNOLDS CANDACE J TRUSTEE 140 PINE KNOT EDEN NC 27288-4200 ROBERTSON JUDY F 104 WILSON ST EDEN NC 27288-5231 ROBERTSON KELLY BURKE 107 WILSON ST EDEN NC 27288-5230 ROCKINGHAM COUNTY PUBLIC LIBRARY 598 PIERCE ST EDEN NC 27288 RODGERS FOYE ELWOOD RODGERS LAURA G 112 TAFT ST EDEN NC 27288-5225 ROUSE RANDALL REX JR ROUSE JUDY G 305 WILSON ST EDEN NC 27288-5234 RPK PROPERTIES (PIN MATCH) PO BOX 1127 EDEN NC 27289-1127 RUBYTUESDAY 706 S VAN BUREN RD EDEN NC 27288 RUBY TUESDAY INC 333 EAST BROADWAY MARYVILLE TN 37804 RUDD WILLIAM G III 1837 SHOREWOOD DR ROCK HILL Sc 29732 RUSH PROPERTIES LLC 675 WESTERLY PARK RD EDEN NC 27288-7868 SAKURA 640 S VAN BUREN RD EDEN NC 27288 SAVE -A -LOT 640 S VAN BUREN RD EDEN NC 27288 SCHEWELS 640 S VAN BUREN RD EDEN NC 27288 SERVICE STATION 640 S VAN BUREN RD EDEN NC 27288 SHREE VENKATASH INC 110 E ARBOR LN EDEN NC 27288-5302 SIMPSON WILLIAM F GOLDING LLOYD & OTHERS 1002 OAKCREST DR REIDSVILLE NC 27320 SNOW MICKEY D SNOW KATRINA L & OTHERS 698 LINDEN DR EDEN NC 27288-3307 SOUTHERN NATIONAL BANK PO BOX 167 WINSTON SALEM NC 27102-0167 SOUTHERN NATIONAL BANK OF N C PO BOX 167 WINSTON SALEM NC 27102-0167 SPRUCE STREET LLC 8 SILVERS CT PENNINGTON NJ 08534-3000 T & T INC 1331 TELLOWEE RD EDEN NC 27288 TURNER WILLIAM LEE 1005 FIELDS ST EDEN NC 27288-6313 WACHOVIA BANK & TRUST CO NA PO BOX 2609 CARLSBAD CA 92018-2609 WALKER B W JR WALKER JAMES R PO BOX 528 EDEN NC 27289-0528 WALKER JAMES R WALKER BARNEY W JR PO BOX 528 EDEN NC 27289-0528 WALKER MELVIN & WOODALL HOLDINGS LLC PO BOX 528 EDEN NC 27289-0528 WENDY'S 639 S VAN BUREN RD EDEN NC 27288 WENZEL DONALD C TRUST UTA 1528 W GRACE ST CHICAGO IL 60613-2702 WHITE JUDY W 304 MEADOW VIEW LN EDEN NC 27289 WOODALL HOLDING CO LLC 202 RIVER RIDGE RD EDEN NC 27288-8041 ZOEJO LLC 4332 BEACON LIGHT RD EDGEWATER FL 32141-7002 Table 1. Landowners OWNER ADDRESS CITY NC ZIP TONY GALLAGHER/ NCDOT EAU 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 ED LEWIS / NCDOT PO Box 14996 GREENSBORO NC 27415-4996 MIKE MILLS / NCDOT PO Box 14996 GREENSBORO NC 27415-4996 PATTY EASON / NCDOT PO Box 14996 GREENSBORO NC 27415-4996