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HomeMy WebLinkAbout20201518 Ver 2_BR-0048 Modification and Renewal Surry January 2023_20230115STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER GOVERNOR January 17, 2023 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Lori Beckwith NCDOT Coordinator J. ERIC BOYETTE SECRETARY NC Division of Water Resources Transportation Permitting Branch 1617 Mail Service Center Raleigh NC 27699-1617 Ms. Amy Chapman NCDOT Coordinator Subject: Request for Modification and Renewal for Section 404 Nationwide Permit 14 and Section 401 Water Quality Certification for the Proposed Replacement of Bridge 103 on NC 268 over Mitchell River in Surry County. Division 11, TIP BR-0048. Debit $570.00 from WBS 49079.1.1. Reference: 1) Section 404 Nationwide Permit 14, Action ID No. SAW-2020-01910, January 29, 2021 2) Section 401 General Water Quality Certification No. 4135, NCDWR Project No. 20201518, November 23, 2020 Dear Mesdames: The purpose of this letter is to request modification and renewal [reverification] of the United States Army Corps of Engineers (USACE) Section 404 Nationwide Permit 14 and associated North Carolina Division of Water Resources (NCDWR) Section 401 Water Quality Certification under a Regional General Permit 50 for the above referenced project. Revisions resulting in changes to permitted impacts proposed include an additional 30 linear feet of stream bank stabilization (Permit Site 1A) under the old and new bridge location to protect the waters edge and immediate bank areas. Previously permitted stream impacts included 12 linear feet of stream bank stabilization at the outlet of a new ditch, and 0.12 acre of temporary stream impacts from causeways needed for removal of the existing bridge and construction of the new one. There are no wetland impacts. The revised stream impacts for the project total 42 linear feet of stream bank stabilization 0.12 acre of temporary stream impacts. Mailing Address: NC DEPARTMENT OF TRANSPORTATION ENVIRONMENTAL ANALYSIS UNIT 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 Telephone: (919) 707-6000 Fax: (919) 250-4224 Customer Service: 1-877-368-4968 Website: www.ncdot.gov Location: 1000 BIRCH RIDGE DRIVE RALEIGH NC 27610 Please see the enclosed revised permit sheet and impact summary sheet. Total impacts are shown in Table 1 below, with modifications in red. A narrative describing the revision is presented below. Table 1: BR-0048 Total Stream Impacts (modifications shown in red) Permanent Temporary USACE NCDWR Channel Bank Permit Stream Name/ Channel Required Required Site NRTR ID Impacts if Stabilization Impacts Mitigation Mitigation (ac) if ac if if (ac) (if) 1 Mitchell River* -- __ 0.02 62 IA Mitchell River __ 30 <0.01 2 Mitchell River __ __ 0.10 -- 130 3 Mitchell River -- 12 -- -- -- (<0.01) 0 42 Total Stream Impacts (<0.01) 0.912 0 0 42 (<0.01) * Perennial, Class C Site IA This is a new site resulting in an additional 30 linear feet of bank stabilization along the Mitchell River. Stabilizing the banks under the old and new bridge locations will protect the waters edge and immediate bank area. The river appears to have migrated closer to the west/end bent one side, so additional protection will be helpful, and given the sandy nature of the soils, it will be difficult to pull out the concrete slope protection on the east/end bent one side and regrade the banks with just coir fiber as the stabilization. Rip rap will only be placed on the waters edge and up a few feet to the top of bank on the west/end bent one side, and up the slope along the east/end bent two side to or near the bench for the proposed greenway. Therefore, including the greenway bench, there will still be a wide, rock -free bench on both sides for wildlife usage. A good portion of the banks in this location are already hardened with concrete, so the only new impacts to the stream would be 30 linear feet of bank stabilization. See the attached drawing showing the impact location. This would not be a loss of water and no mitigation for this impact will be required. No changes have occurred to special commitments for this project. Tribal coordination was completed prior to issuance of the original permits. Section 7 is up to date. As of January 13, 2023 IPaC lists four protected species within the project area: gray bat, northern long-eared bat (NLEB), bog turtle, and Schweinitz's sunflower. Tricolored bat is listed as a proposed species. Tree clearing has already occurred for this project. If any other tree needs to be removed in order to demolish the existing bridge, it will be done outside of active bat season. No habitat is present for the gray bat or bog turtle. While NLEB does show up in IPaC within the project area, this project is outside the local range used by the USFWS Asheville Regulatory Field office (AFO), and therefore No Effect. Habitat does exist for Schweinitz's sunflower, but surveys performed on September 19, 2018, October 5, 2020, and September 23, 2022 did not identify any individuals of this species. The biological conclusion for this species remains No Effect. NCDOT requests to modify and renew/reissue the permit for this project under RGP 50. Application is hereby made for modification and of the USACE 404 permit and the 401 WQC from NCDWR. We have provided a method of debiting $570.00 to be submitted to the NCDWR for processing the WQC modification and renewal for BR-0048, as noted in the subject line of this application. A copy of this permit application and its distribution list will be posted in the NCDOT website at http://connect.ncdot.gov/resources/Environmental. Thank you for your assistance with this project. If you have any questions or need additional information, please contact Erin Cheely at either ekcheelygncdot.gov or (919) 323-5192. Sincerely, 47� czb"�� Michael A. Turchy Environmental Coordination and Permitting Group Leader cc: NCDOT Permit Application Standard Distribution List -L - -DRI - Pt Sto /5+1553 Pl Sto 22+2333 A = 6' 45' 00.7e (RT) A = 49' l9' 282' (RT) D = r 38' 133e D = 12' 43' 56E L = 412.35' L = 387.39' T = 206.41' T = 206.62' R = 3500D0' R = 450D0' SE = 0D4 SE = 0D6 RO = 108' RO = 16Z DS = 35 MPH -DR2- P/ Sto /2+900 P/ Sto 11+09D6 A = 68e /4' 50.7' (LT) A = 72e 59' 19.4' (RT) D = 114' 35' 29.6 D = 7/' 37' lfA' L = 5956 L = 10191' T = 33.88' T = 59J8' R = 50D9 R = 80D0' (2) S 6e 16' 19D-W P/ Sto /0+7055 P/ Sto I1+2427 A = 13' OP 59E (LT t A = 50' 08' 19De (RT) /E D = 19" 05' 54.9' D = 190' 59' 09.4' L = 6624' L = 2625' -ORI-POT Sto' 10+� T = 3427' T = 14,03' / R = 30ODL R = 30D0' BEGIN CONSTRUCTION © -DRI- 10+05D0 ® Ik T3 woods -DRI-PC' t 10+ \ // v°c9 2'LT CLASS I RIP RAP k °.wa ,-ORI-PT Sto. I1+5/79 "� EST 4 TONS HILT 33 LT SPECIAL CUT DITCH 12 $Y GF Mg LT \CO Vol / T s - RI- t ",, I + GRASS LINED J f SEE DETAIL C I 08 i sME �\ iO ❑ /P/Z6'LT E AT EE� 3 * L PO'wEP EP WOODS \r RIP RA L ,3 Mm o S IT WOODS TUE-- E R MBATER ANKMENT N U \ /TUE TT EE 1 TAW 2' 2' BASEU6ITC TU \ \ T.. FOPPEr. X / 6 SEE DETAIL A TUE— \ ST, FO 'o - R E @ 10 CY EX _ TU �''$ " 3 �I I B STA ABIL T SITE 3 77 LT I 75'LT X CUT DITCH \ CLASS11 RB L E TUE F P PSRM LINER _ EXIF TO ► E 201RK G/ SEE DETAIL 6 / / \ S LDER E S RUCTURE RU H EXISTW WOODS 2 / / / B-77 SO tl 5�y BRUSH/ 77 /vG EP HAIN X MTL N TUE 63W LT S Z ❑ / O S ... .. I s 144 W EIPit 192 ST, FFO / 3 W/WD PO a/w �/ ���P-RpTECTION 2 ST N _ W/ - - 25'B5T ,qo —r — —_ _ ---- e _ _ X Rc PR. OPP E�y'+rE 15 �- SCATTER E TREES GR ( 50 PR. _ COPPER k,N FRPpo Es \ Q� F.R Sta.13+ \ \ / I 1 ' 1 \ J WOODS � I . I BEGIN TIP PROJECT BR-0048 -L- STA. 10 + 50.00 TO DRAIN — — — _ B --- — --- - BST GRADE TO^ DRAIN EIP, .. .. .. _. .. RIP RAP .. .. _. _ ExiSTIrvC R/w NNEL FUNNEL DRAIN EXISTING R/w o DRAIN CON P _ GCp� 12' HDPE ONC WW ECTION INVH883.00' Va pSENENt E GRSOC\ GPS CLASS B RIP RAP INV=6 .60' @ r165 RC EXC. TEMPORARY WORK PAD ESUV �STBO IP RAP' CHA eGWEe / N� YOP SAS SS SY GFN SITE 1 TO ELE . 885.0 I 5 SY GF GATE ONy,E PPE Se` E PACTS \ �' WOODS pPe DF 0 FACE WATER W` m F ` EXISTING -L-PT Sto.17+2L47 R/W WOODS TEMPORARY WO PAD 1 SHOULDER BERM GUTTER FROM: °`� -L-PC Sto. 20+I73I -L- STA. 15+00 TO BEGIN BRIDGE RT. REMOVE IST. BRIDGE -L- END BRIDGE RT. TO STA. 20+20 RT. -ORI- POT Sto. l3+1 Bl -OR2- POT Sto. 11+50. -L- POT Sto. 15+60DO Site 1 a y \ to. l+ 1' wnnnc Area highlighted in yellow represents existing bank armoring from concrete slope \ . protection. This will be removed and armored with Class II rip rap. Rip rap will be placed WO °` on both banks along the existing and new bridge, but only 30' of this impact is new impact since much of the area was already hardened with concrete. This new permanent impact from bank stabilization is shown in orange. In all areas where rip rap is placed, bank will be sloped to 1.5:1 or flatter and keyed in (no geotextile). See detail F. WETLAND AND SURFACE WATER IMPACTS PERMIT PERMIT DRAWING SHEET 2 OF 7 DENOTES IN SURFACE WATER TEMPORARY IMPACTS END TIP PROJECT BR-0048 ® ® DENOTES WATERTS IN SURFACE —L— STA. 24 + 25.00 \� DETAIL A DETAIL B DETAIL C STANDARD BASE DITCH CUT DITCH LINER SPECIAL CUT DITCH (Nat to Scale) (Nat la Scalel IN— Scole) Froof — N°ior°I oral ( t Ditch y Ground ry.\ roan Netuml A'� Net SDIIII Neruml A'.. �e< Slope G—d Min. D=2.0 R. B d Min. D=1.5 Ft. B=2.0 R. I�—� Min. D=1.5 R. oMax. d=1.5 Ff. Type f Li PSRM FROM -L- STA. 17+65 TO 17+83 LT. FROM -DRI- STA. 10+50 TO STA. 12+00 RT. z FROM -L- STA. 13+00 TO STA. 15+50 LT. DETAIL E p RIP RAP AT EMBANKMENT DETAIL F ONLY ONE WORKPAD CAN BE PLACED AT A TIME NG 010 2Q11 TO MAINTAIN 50% OF THE RIVER WIDTH NAB 83 ("et t° stele) _ 6ANK STABILIZATION 10'min. �\ (NOT TO SCALE) Ditch 1.0'min. 2 Grade � 100' 0' 100' 200' 300' GEOTEXTILE S� Type of Liner= 40 TGeoSfe tileR=185 .1 GRAPHIC SCALE FROM -L- STA. 17+88 TO STA. 17+95 LT RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE TE PLA S DO NOT USE FOR /W AOpU1M DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED \ \ 417 \ 91WLT LT \ \ OEIP o_I4vMq,7 = gg06%F$ WOODS WOODS WOODS WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. 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) 1 -L- 18+00.7 to 18+15.5 Causeway 0.02 62 1a Bank Stabilization < 0.01 30 2 -L- 18+60.4 to 19+07.3 Causeway 0.10 130 3 -L- 17+65 to 17+95 Rip Rap at Embankment < 0.01 12 Bank Stabilization TOTALS*: < 0.01 0.12 42 192 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb Previous ication October 2020 BR-0048 Surry Permit Application Distribution Turchy, Michael A <maturchy@nccIot.gov> Thu 10/29/2020 10:06 PM To: Loretta (Lori) Beckwith <loretta.a.beckwith@usace.army.mil>; Chapman, Amy <amy.chapman@ncdenr.gov> Cc: Dagnino, Carla S <cdagnino@ncdot.gov>; Griffin, Randy W <rgriffin@ncdot.gov>; NCDOT Service Account - Roadway Design <roadwaydesign@ncdotrgov>; Staley, Mark K <mstaley@ncdot.gov>; Sanders, Byron <bsanders@ncdotrgov>; Hanks, Brian <bhanks@ncdotrgov>; Fischer, Kevin <wkfischer@ncdot.gov>; Morgan, Stephen R <smorgan@ncdot.gov>; Chambers, Marla J<marla.chambers@ncwildlife.org>; smupef <smupef@ncdet.gov>; Cheely, Erin K <ekcheely@ncdot.gov>; Hining, Kevin J <kjhining@ncdot.gov>; Beaver, G Trent <tbeaver@ncdot.gov>; Carpenter, Kristi <kristilynn.carpenter@ncdenr.gov>; AI-Dhalimy, Nadia A <naaldhalimy@ncdot.gov>; Davenport, Ronald E <rondavenport@ncdot.gov>; Wanucha, Dave <dave.wanucha@ncdenr.gov> The permit application for BR-0048 (the replacement of Bridge 103 on NC 268 over Mitchell River in Surry County) has been posted to the NCDOT Permit Application Website. The file named "BR-0048 Surry October 20 2020" can be viewed/downloaded at: https://xfer.services.ncdot.gov/pdea/PermApps or Direct Link to Application: https://xfer.services. ncdot.govZpdea/PermApps/BR-0048%2OSu rry%2OOctober%2030%202020.pdf The electronic Pre -Construction Notification (ePCN) was submitted to the USACE, NCDWR, NCWRC, and USFWS on October 29, 2020. Thank you, Michael Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. @,. srn�rmoti'C STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER J. ERIC BOYETTE GOVERNOR SECRETARY October 30, 2020 U.S. Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Lori Beckwith NCDOT Coordinator Subject: Application for Section 404 Nationwide Permit 14, and Section 401 Water Quality Certification for the Proposed Replacement of Bridge 103 on NC 268 over Mitchell River in Surry County, Division 11, TIP No. BR-0048, Debit $570 from WBS 49079.1.1. Dear Madam: The North Carolina Department of Transportation (NCDOT) proposes to replace bridge number 103 on NC 268 with a new bridge just north of the existing alignment. Traffic will utilize the existing bridge during construction. As a result of replacing the existing bridge, there will be 12 linear feet of stream bank stabilization at the outlet of a new ditch, and 0.12 acre of temporary stream impacts from causeways needed for removal of the existing bridge and construction of the new one. Please see enclosed copies of the Pre -Construction Notification (PCN), bat memo, Catawba response letter, Stormwater Management Plan, and Permit Drawings. A Minimum Criteria Determination Checklist (MCDC) was completed in May 2019 and distributed shortly thereafter. Additional copies are available upon request. This project calls for a letting date of June 15, 2021 and a review date of April 27, 2021. A copy of this permit application and its distribution list will be posted on the NCDOT Website at: http://connect.ncdot.gov/resources/Environmental. If you have any questions or need additional information, please contact Erin Cheely at ekcheely@ncdot.gov or (919) 707-6108. Sincerely, Philip S. Harris ITI, P.E., C.P.M. Environmental Analysis Unit Head cc: NCDOT Permit Application Standard Distribution List Mailing Address: Telephone: (919) 707-6000 Location: NC DEPARTMENT OF TRANSPORTATION Customer Service: 1-877-368-4968 1000 BIRCH RIDGE DRIVE ENVIRONMENTAL ANALYSIS UNIT RALEIGH NC 27610 1598 MAIL SERVICE CENTER Website: www.ncdot.gov RALEIGH NC 27699-1598 DWR Dlrlslon of Water Resources Pre -Construction Notification (PCN) Form For Nationwide Permits and Regional General Permits (along with corresponding Water Quality Certifications) April 11, 2020 Ver 3.1 Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered. Also, if at any point you wish to print a copy of the E-PCN, all you need to do is right -click on the document and you can print a copy of the form. Below is a link to the online help file. hftps://edocs.deq.nc.govMaterResources/O/edoc/624704/PCN % 20Help / 20File % 202016-1-30.pdf A. Processing Information County (or Counties) where the project is located:* Surry Is this a NCDMS Project* r Yes r No nick Yes, only if NCIXvB is the applicant a co -applicant. Is this project a public transportation project?* r Yes r No This is any publicly funded by rrunicipaistate a federal funds road, rail, airport transportation project. Is this a NCDOT Project?* r Yes r No (NCDOT only) T.I.P. or state project number: BR-0048 WBS#* 67048.1.1 (fa NCIDOT we only) 1a. Type(s) of approval sought from the Corps:* W Section 404 Permit (wetlands, streams and waters, Clean Water Act) r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) 1b. What type(s) of permit(s) do you wish to seek authorization?* W Nationwide Permit (NWP) r Regional General Permit (RGP) r Standard (IP) This form may be used to initiate the standard/individual permit process with the Corps. Please contact your Corps representative concerning submittals for standard permits. All required items that are not provided in the E-PCN can be added to the miscellaneous upload area located at the bottom of this form. 1c. Has the NWP or GP number been verified by the Corps?* r Yes r No Nationwide Permit (NWP) Number: 14 - Linear transportation NWP Numbers (for multiple NWPS): List all NN numbers you are applying fa not on the drop dawn list 1d. Type(s) of approval sought from the DWR:* check all that apply 17 401 Water Quality Certification - Regular r Non-404 Jurisdictional General Permit r Individual Permit 1e. Is this notification sole lyfor the record because written approval is not required? r 401 Water Quality Certification - Dpress r Riparian Buffer Authorization * For the record only for DWR 401 Certification: For the record only for Corps Permit: r Yes r No r Yes IT No 1f. Is this an after -the -fact permit application?* r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program r Yes r No Acceptance Letter Attachment Click the upload button or drag and drop files here to attach docurreent RLEIYFEMISTBEFOF 1h. Is the project located in any of NC's twenty coastal counties?* r Yes r No 1j. Is the project located in a designated trout watershed?* r Yes r No Link to trout information: http://wvw.saw.usace.army.mil/Missions/Regulatory-Permit-PrograrrVAgency-Coordination/Trout.aspx B. Applicant Information U la. Who is the Primary Contact?* NCDOT 1c. Primary Contact Phone:* 1b. Primary Contact Email:* (xxx)xxx-xxxx ekcheely@ncdot.gov (919)707-6108 1d. Who is applying for the permit?* V Owner r Applicant (other than owner) (Check all that apply) Ile. Is there an Agent/Consultant for this project?* r Yes r No 2. Owner Information 2a. Name(s) on recorded deed:* NC Department of Transportation 2b. Deed book and page no.: 2c. Responsible party: (for Corporations) 2d.Address* Street Address 1598 Mail Service Center Address Line 2 (Sty State / Rovince / FRegion Raleigh NC Fbstal / Zip Code Country 27699 USA 2e. Telephone Number:* (xxx)xxx-xxxx (919)707-6108 2f. Fax Number: (xxx)xxx-xxxx 2g. Email Address:* pharris@ncdot.gov C. Project Information and Prior Project History 1. Project Information l^J 1a. Name of project:* BR-0048: Replace Bridge 103 over Mitchell River on NC 268 1b. Subdivision name: (d appropriate) 1c. Nearest municipality/ town:* Burch 2. Project Identification 2a. Property Identification Number: 2b. Property size: (tax RN parcel ID) (in acres) 2c. Project Address Street Address Address Line 2 City State / Rovince / legion Postal / Zip Code Country 2d. Site coordinates in decimal degrees Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey -grade GPS device) after the decimal place as appropriate, based on howthe location was determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.) Latitude:* Longitude:* 36.277359-80.77069 ex: 34.208504-77.796371 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* Mitchell River 3b. Water Resources Classification of nearest receiving water:* C Surface Water Lookup 3c. What river basin(s) is your project located in?* Yadkin-PeeDee 3d. Please provide the 12-digit HUC in which the project is located.* 030401010504 River Basin Lookup 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:* Surrounding land use is residential and forested interspersed with some agriculture. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* r Yes r No r Unknown 4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR) dick the upload button a drag and drop files here to attach document File type must be pdr 4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR) pick the upload button a drag and drop files here to attach document Re type must be pdr 4f. List the total estimated acreage of all existing wetlands on the property: 0 4g. List the total estimated linear feet of all existing streams on the property: (intermittent and perennial) 690 4h. Explain the purpose of the proposed project:* Replace a deficient bridge that is approaching the end of its useful life to provide a safe crossing. 41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:* This project is the replacement of NCDOT Structure Bridge #850103. The existing bridge length is 210 feet (1 @ 70', 1 @ 70', and 1 @ 70' RC Deck on 1-beams) while the proposed bridge will be 215 feet (1 @ 55', 1 @ 105', and 1 @ 55' 63" MBT). The new bridge will be placed immediately north of the existing structure and traffic maintained on the existing bridge during construction. Standard road building equipment such as trucks, dozers, and cranes will be used. 4j. Please upload project drawings for the proposed project. pick the upload button a drag and drop files here to attach document BR-0048 Final Permit Drawings.pdf File type mist be pdr 3.29MB 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* r Yes r No r Unknown Comments: Only two perennial streams identified (no wetlands), and only one of those (Mitchell River) is impacted by this project. 5b. If the Corps made a jurisdictional determination, what type of determination was made? r Preliminary r Approved r Not Verified r Unknown r N/A Corps AID Number: Ecanple: SAW-2017-99999 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Erin Cheely, Jeff Hemphill Agency/Consultant Company: NCDOT Other: 5d1. Jurisdictional determination upload Click the upload button or drag and drop files here to attach documr nt File type mist be FCF 6. Future Project Plans 6a. Is this a phased project?* r Yes r No Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? This includes other separate and distant crossing for linear projects that require Department of the Army authorization but don't require pre -construction notification. No. D. Proposed Impacts Inventory 1. Impacts Summary 1a. Where are the impacts associated with your project? (check all that apply): r Wetlands W Streams -tributaries r Buffers r Open Waters r Pond Construction 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. "S." will be used in the table below to represent the word "stream". 3a. Reason for impact * (?) 3b.lmpact type * 3c. Type of impact * 3d. S. name * 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact ❑ (?) Jurisdiction* length* g1 Causeway Temporary Workpad/Causeway Mitchell River Perennial Both 75 62 Average (feet) (lir�rfeet) S2 Causeway Temporary Workpad/Causeway Mitchell River Perennial Both 75 130 Average (feet) (linearfeet) S3 Bank Stabilization Permanent Bank Stabilization J Mitchell River Perennial Both 75 12 Average (feet) (lir�rfeet) ** All Perennial or Intermittent streams must be verified by DWR or delegated local government. 3i. Total jurisdictional ditch impact in square feet: 0 3i. Total permanent stream impacts: 12 3i. Total temporary stream impacts: 192 31. Total stream and ditch impacts: 204 3j. Comments: Total acreage of temporary impacts from causeways is 0.12 acre. E. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:* The epsting bridge has 12" HDPE funnel drains on both ends of the bridge. The proposed bridge will have deck drains on the right side that are outside top of banks and not over the water. The roadway runoff will be discharged on to riprap pads located as far away from the river as practicable. A shoulder berm gutter will be placed at the beginning and end of the bridge on the right side to help guide the road runoff to the two GIs. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:* Temporary causeways will be used to remove epsting abutments and set proposed interior girders. Only one workpad will be placed at a time to maintain 50 % of the river width. Traffic will be maintained on the epsting bridge during construction. NCDOT will adhere to Best Management Practices for Construction and Maintenance Activities. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? r Yes r No 2b. If this project DOES NOT require Compensatory Mitigation, explain why: The NCDOT does not propose mitigation for the temporary and bank stabilization impacts associated with this project. These impacts do not require permanent fill in the stream bed, therefore, under Section 404 of the Clean Water Act, do not constitute Loss of Waters of the U.S., and are not subject to compensatory mitigation. NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS website. F. Stormwater Management and Diffuse Flow Plan (required by DWR) *** Recent changes to the stormwater rules have required updates to this section .*** 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? r Yes r No For a list of options to meet the diffuse flow requirements, click here If no, explain why: No buffered resources within project area. 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* r Yes r No Comments: G. Supplementary Information 1. Environmental Documentation 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?* r Yes r No 1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)? * r Yes r No 1c. If you answered "yes" to the above, has the document review been finalized bythe State Clearing House? (If so, attach a copy of the NEPA or SEPAfinal approval letter.) * r Yes r No NEPA or SEPA Final Approval Letter pick the upload button or drag and drop files here to attach docurreent BR-0048 MCDC.pdf 2.07MB RLETYFEM-SFBEPCF 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 21-1.1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)? * r Yes r No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality?* r Yes f• No 3b. If you answered "no," provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* r Yes r Nor WA 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat?* r Yes r No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* r Yes r No 5d. Is another Federal agency involved?* t^ Yes r No f Unknown 5e. Is this a DOT project located within Division's 1-8?* t^ Yes r No St. Will you cut any trees in order to conduct the work in waters of the U.S.?* r Yes r No 5g. Does this project involve bridge maintenance or removal?* r Yes r No 5g(1). 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 can be found in the NLEB SLOPES, Appendix F, pages 3-7. r Yes r No Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEBSLOPES&apps.pdf If you answered "Yes" to 5g(1), did you discover any signs of bat use?* r Yes r No r- Unknown *** If yes, please show the location of the bridge on the permit drawings/project plans. Sh. Does this project involve the construction/installation of a wind turbine(s)?** r Yes r No 51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?* r Yes r No If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property. Click the upload button or drag and drop files here to attach docurnant File rrust be FOF 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?* As of 7/17/20, the USFWS lists five protected species for Surry County. See attached memo for gray bat and NLEB info. Habitat is present for Schweinitts sunflower. Walking visual surveys of all areas of habitat were conducted by NCDOT biologists and no individuals of this species were identified, therefore this project will have no effect on Schweinitz!s sunflower. No habitat is present for the bog turtle, and small whorled pogonia is listed as historical for Surry County, therefore surveys are not required. Consultation Documentation Upload Click the upload button or drag and drop files here to attach docunent BR-0048 Surry NLEB MYGR SLOPES.pdf 278.59KB File type mist be FLF 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* r Yes r No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* 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://gis.ncdcr.gov/hpoweb/ 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)?* r Yes r No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* Tribal coordination 7c. Historic or Prehistoric Information Upload Qick the upload button a drag and drop files here to attach docurrent BR-0048 Catawba Response 2019-193-36.pdf File crust be FCF 8. Flood Zone Designation (Corps Requirement) Link to the FEMA Floodplain Maps: https://mse.fema.gov/portal/search 8a. Will this project occur in a FEMA-designated 100-year floodplain?* r Yes f No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination?* FEMA Maps Miscellaneous Comments There will be 1.4 acres of tree clearing on this project. Miscellaneous attachments not previously requested. pick the upload button or drag and drop files here to attach documnt BR-0048 Cover Letter.pdf File crust be FOF a K,& 597.75KB 248.7KB v Signature' * 17 By checking the box and signing below, I certify that: • I have given true, accurate, and complete information on this form; • I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); • I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the PCN form. Full Name:* Michael Anthony Turchy Signature * Date 10/29/2020 RE: Pre -Filing Notification for Raleigh Let Projects in the 12 MLL Carpenter, Kristi <kristilynn.carpenter@ncdenr.gov> Wed 10/21/2020 5:36 PM To: Dagnino, Carla S <cdagnino@ncdot.gov>; Chapman, Amy <amy.chapman@ncdenr.gov>; Wanucha, Dave <dave.wanucha@ncdenr.gov>; Hood, Donna <donna.hood@ncdenr.gov>; Ridings, Rob <rob.ridings@ncdenr.gov>; Steenhuis, Joanne <joanne.steenhuis@ncdenr.gov>; Ward, Garcy <garcy.ward@ncdenr.gov> Cc: Barrett, William A <wabarrett@ncdot.gov>; Cheely, Erin K <ekcheely@ncdot.gov>; Cashin, Gordon E <gcashin@ncdot.gov>; Rivenbark, Chris <crivenbark@ncdot.gov>; Dilday, Jason L <jldilday@ncdot.gov>; Hemphill, Jeffrey L <jhemphill@ncdot.gov>; Riffey, Deanna <driffey@ncdot.gov>; Turchy, Michael A <maturchy@ncdot.gov>; Murray, Christopher A <camurray@ncdot.gov>; Price, Gregory W <gwprice2@ncdot.gov>; Hining, Kevin J <kjhining@ncdot.gov>; Harris, Philip S <pharris@ncdot.gov> 1 attachments (18 KB) Pre Filing Notification List of Projects from 12 MILL Through Sept 21 to NCDWR (002).xlsx; All, Please see the attached spreadsheet which has added columns with the DWR project and version number for each project listed along a link to each project in Laserfiche. All notifications are in our system with the original notification date of 9/28/2020. Please utilize the added DWR information when sending the applications for the listed projects. Please contact me if there are any questions/concerns. Thanks, Kristi Lynn Carpenter From: Dagnino, Carla S <cdagnino@ncdot.gov> Sent: Monday, September 28, 2020 12:09 PM To: Chapman, Amy <amy.chapman@ncdenr.gov>; Carpenter,Kristi <kristilynn.carpenter@ncdenr.gov>; Wanucha, Dave <dave.wanucha@ncdenr.gov>; Hood, Donna <donna.hood@ncdenrgov>; Ridings, Rob <rob.ridings@ncdenr.gov>; Steenhuis, Joanne <joanne.steenhuis@ncdenrgov>; Ward, Garcy <garcy.ward@ncdenr.gov> Cc: Barrett, William A <wabarrett@ncdot.gov>; Cheely, Erin K <ekcheely@ncdot.gov>; Cashin, Gordon E <gcashin@ncdot.gov>; Rivenbark, Chris <crivenbark@ncdot.gov>; Dilday, Jason L <jldilday@ncdot.gov>; Hemphill, Jeffrey L <jhemphill@ncdot.gov>; Riffey, Deanna <driffey@ncdot.gov>; Turchy, Michael A <maturchy@ncdot.gov>; Murray, Christopher A <camurray@ncdot.gov>; Price, Gregory W <gwprice2@ncdot.gov>; Hining, Kevin 1 <kjhining@ncdot.gov>; Harris, Philip S <pharris@ncdot.gov> Subject: Pre -Filing Notification for Raleigh Let Projects in the 12 MILL All, Please see the attached letter and request for the Pre -Filing Notification. We are not requesting a meeting for the attached projects and would like this letter and attachment to represent the notification in Laser Fiche. If you have any questions about this, please contact me. Thank you! Carla Carla Dagnino Environmental Coordination and Permitting Group Leader Environmental Analysis Unit NC Department of Transportation 919 707 6110 Office 919 602 9452 Cell cdagnino@ncdot.gov 1598 Mail Service Center Raleigh, NC 27699 -1598 1000 Birch Ridge Drive Raleigh, NC 27610 Projects Potentially Requiring Notification per New 401 EPA Rule 12 Month Let List SEPT 2020 - SEPT 2021 (from 36 Month Let List) DWR Rep NCDOT Contact Let Date TIP Let Type Div County Project Description Type of Previous DWR Correspondence Wanucha Bill Barrett 09/21/2021 B-5728 Raleigh Letting 7 Alamance REPLACE BRIDGE 112 OVER REEDY FORT( CREEK IN OSSI PEE ON NC 87 No Files found in Laserfiche Hood Erin Cheely 05/18/2021 B-4407 Raleigh Letting 10 Anson, Stanly BRIDGE 70 OVER ROCKY RIVER ONUS 52 No Files found in Laserfiche Hood Erin Cheely 03/16/2021 B-5818 Raleigh Letting 10 Anson REPLACE BRIDGE 11 OVER DEADFALL CREEK ON NC 109 No Files found in Laserfiche Hood Bill Barrett 07/20/2021 BR-0107 Raleigh Letting 12 Iredell SR1577BPJDGE 131 REPLACE BRIDGE 131 OVER TO SNOW CREEK. No Files found In Laserfiche Hood Rail Division 08/17/2021 P-5705A Raleigh Letting 10 Mecklenburg CHARLOTTE WYE CONNECTION- RAIL No Files found in Laserfiche Ridings Chris Murray 02/16/2021 B-5318 DDRL 5 Wake REPLACE BRIDGE 910126 OVER SMITHS CREEK SR 2044(LIGON MILLROAD) IN WAKE FOREST Laserfiche Files: Scoping Letter Steenhuis Gordon Cashin 07/20/2021 B-5624 Raleigh Letting 3 Brunswick BRIDGE 57 OVER JUNIPER CREEK ON NC 211 Laserfiche Files: P/JD Package Steenhuis Gordon Cashin 07/20/2021 B-5642 Raleigh Letting 3 Brunswick BRIDGE 65 OVER HOOD CREEK ON NC 87 No Files found in Laserfiche Steenhuis Chris Rivenbark 05/18/2021 BR-0017 Raleigh Letting 3 Duplin BRIDGE 300012 ON NC 11 OVER LITTLE ROCKFISH CREEK Laserfiche Files: P/JD Package Steenhuis Greg Price 07/20/2021 I-5878 DDRL 6 Harnett I-95 AT US 421 (EXIT 73) AND SR 1793 (POPE ROAD) (EXIT 72),IMPROVE INTERCHANGES. WIDEN TO EIGHT LANES. (CONE W/I-5883 & I- 5986B). No Files found in Laserfiche Steenhuis Greg Price 07/20/2021 I-5883 DDRL 6 Harnett I-95 AT SR 1808(JONESBORO ROAD)(EXIT 75) TO NORTH OF SR 1709(HODGES CHAPEL ROAD)(EXIT 77). IMPROVE INTERCHANGES. WIDENTO EIGHTLANES.(COKE W/I-5878&I-S986B). Laserriche Files: SCOping Letter and JD Request Steenhuis Greg Price 07/20/2021 I-5986B DDRL 6 Harnett, Johnston I-95 FROM SR 1709 (HODGES CHAPEL ROAD - EXIT 77) TO I-40 (EXIT 81). W IDEN TO EIGHT LANES HARNET17JONSTON COUNTIES. (CONE WJI-5878& I-5883). No Files found in Laserfiche Steenhuis Jason Dilday 04/20/2021 R-2561 CA DDRL 6 Columbus NC 87 AT NC 11. CONSTRUCT INTERCHANGE. Laserfiche Files: P/JD Package Steenhuis Greg Price 04/20/2021 R-5797 DDRL 6 Columbus US 74 AT SR 1506(BOARDMAN ROAD) Laserfiche Files: P/JD Package Wanucha Kevin Hining 07/20/2021 17BP.11.R.15 DDRL 11 Wilkes BRIDGE 419ONSR 1148OVER NAKED CREEK. No Files found In Laserfiche Wanucha Erin Cheely 06/15/2021 BR-0048 Raleigh Letting 11 Burry BRIDGE 103 ON NC 268 OVER MITCHELL RIVER REPLACE BRIDGE. Laserfiche Files: Start of Study Letter Wanucha Jeff Hemphill 07/20/2021 BR-0108 Raleigh Letting 11 Wilkes SR 2418 BRIDGE 4 REPLACE BRIDGE 4 OVER LITTLE HUNTING CREEK. No Files found in Laserfiche Ward Jason Dilday 09/21/2021 B-4926 DDRL 2 Lenoir NEUSE RIVER- REPLACE BRIDGE NO.20AND 34OVERNEUSE RIVEROVERFLOW ON NC 55 Laserfiche Files: Previous NW Ward Deanna Riffey 09/21/2021 B-5614 Raleigh Letting 2 Beaufort REPLACE BRIDGE 90VERBLOUNTS CREEKONSR 1112 No Files found in Laserfiche Ward Deanna Riffey 05/18/2021 B-5619 Raleigh Letting 2 Lenoir REPLACE BRIDGE 52 OVER NEUSE RIVER AND REPLACE BRIDGE 152 OVER NEUSE RIVER OVERFLOW ON SR 1389 (HARDY BRIDGE ROAD) No Files found in Laserfiche Ward Deanna Riffey 09/21/2021 BR-0004 Raleigh Letting 2 Beaufort BRIDGE -ON US 264 OVER PUNGO RIVER No Files found in Laserfiche 3WR # Version # Received I Laserfiche Link Z0201505 1 9/28/2020 httns://edocs.deg.nc.gov/WaterResourcesBrowse.aspx?id=1326036&dbid=O&repo=WaterResources ?0201506 1 9/28/2020 hMs://edocs.deg.nc.wv/WaterResourcesBrowse.aspx?id=1326038&dbid=O&repo=WaterResources >_0201507 1 9/28/2020 hMs://edocs.deg.nc.gov/WaterResourcesBrowse.aspx?id=1326055&dbid=O&repo=WaterResources ?0201508 1 9/28/2020 hMs://edocs.deg.nc.gov/WaterResourcesBrowse.aspx?id=1326056&dbid=O&repo=WaterResources ?0181692 2 9/28/2020 hMs://edocs.deg.nc.gov/WaterResourcesBrowse.aspx?id=1326025&dbid=O&repo=WaterResources ?0201509 1 9/28/2020 hMs://edocs.deg.nc.gov/WaterResourcesBrowse.aspx?id=1326057&dbid=O&repo=WaterResources >_0201510 1 9/28/2020 hMs://edocs.deg.nc.gov/WaterResourcesBrowse.aspx?id=1326058&dbid=O&repo=WaterResources Z0201511 1 9/28/2020 hMs://edocs.deg.nc.wv/WaterResourcesBrowse.aspx?id=1326059&dbid=O&repo=WaterResources Z0201512 1 9/28/2020 hMs://edocs.deg.nc.gov/WaterResourcesBrowse.aspx?id=1326060&dbid=O&repo=WaterResources 20201513 1 9/28/2020 hMs://edocs.deg.nc.gov/WaterResourcesBrowse.aspx?id=1326061&dbid=O&repo=WaterResources ?0201514 1 9/28/2020 hMs://edocs.deg.nc.gov/WaterResourcesBrowse.aspx?id=1326062&dbid=O&repo=WaterResources ?0190214 3 9/28/2020 hMs://edocs.deg.nc.gov/WaterResourcesBrowse.aspx?id=1326029&dbid=O&repo=WaterResources >_0201515 1 9/28/2020 hMs://edocs.deg.nc.gov/WaterResourcesBrowse.aspx?id=1326063&dbid=O&repo=WaterResources >_0201516 1 9/28/2020 hMs://edocs.deg.nc.gov/WaterResourcesBrowse.aspx?id=1326064&dbid=O&repo=WaterResources >_0201517 1 9/28/2020 hMs://edocs.deg.nc.gov/WaterResourcesBrowse.aspx?id=1326065&dbid=O&repo=WaterResources >_0201518 1 9/28/2020 hMs://edocs.deg.nc.wv/WaterResourcesBrowse.aspx?id=1326066&dbid=O&repo=WaterResources >_0201519 1 9/28/2020 hMs://edocs.deg.nc.gov/WaterResourcesBrowse.aspx?id=1326067&dbid=O&repo=WaterResources ?0181733 2 9/28/2020 hMs://edocs.deg.nc.gov/WaterResourcesBrowse.aspx?id=1326028&dbid=O&repo=WaterResources >_0201520 1 9/28/2020 hMs://edocs.deg.nc.gov/WaterResourcesBrowse.aspx?id=1326068&dbid=O&repo=WaterResources ?0201521 1 9/28/2020 hMs://edocs.deg.nc.gov/WaterResourcesBrowse.aspx?id=1326069&dbid=O&repo=WaterResources ?0201522 1 9/28/2020 hMs://edocs.deg.nc.gov/WaterResourcesBrowse.aspx?id=1326070&dbid=O&repo=WaterResources ro Highway North Carolina Department of Transportation Stormw R o 4 Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 67048.1.1 TIP No.: BR-0048 County(ies): Surry Page 1 of 1 General Project Information WBS Element: 67048.1.1 ITIP Number: BR-0048 Project Type: Bridge Replacement Date: 9/10/2020 NCDOT Contact: A. Keith Paschal, PE Contractor / Designer: Hannah Mann Address: 1000 Birch Ridge Dr Raleigh, NC 27610 Address: 1000 Birch Ridge Dr Raleigh, NC 27610 Phone: 919-707-6481 Phone: 919-707-6741 Email: kpaschal@ncdot.gov Email: I hpmann@ncdot.gov City/Town: Elkin County(ies): Surry River Basin(s): Yadkin -Pee Dee CAMA County? No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 0.26 Surrounding Land Use: Rural Proposed Project Existing Site Project Built -Upon Area (ac.) 1.5 ac. 1.5 ac. Typical Cross Section Description: NC 268: Two twelve feet wide paved lanes (total 24 feet wide), eight feet wide shoulder on each side (eleven feet wide with guardrail). The first five feet of the shoulder is paved. NC 268: open shoulder section, two eleven feet wide paved lanes (total 22 feet wide) Annual Avg Daily Traffic (veh/hr/day): Design/Future: 3720 Year: 2040 Existing: 3520 Year: 2020 General Project Narrative: (Description of Minimization of Water Quality Impacts) This project is the replacement of the NCDOT Structure Bridge #850103. The existing bridge length is 210 feet (1 @ 70', 1 @ 70', and 1 @ 70' RC Deck on I -Beams) while the proposed bridge will be 215 feet (1 @ 55', 1 @ 105', 1 @ 55' 63" MBT). Temporary causeways are needed to remove existing abutments and set proposed interior girders. Only one workpad can be placed at a time to maintain 50% of the river width. The existing bridge has 12" HDPE funnel drains on both ends of the bridge. The proposed bridge will have deck drains on the right side that are outside top of banks and not over the water. The roadway runoff will be discharged onto rip rap pads located as far away from the river as practicable. A shoulder berm gutter will be placed at the beginning and end of the bridge on the right side to help guide the road runoff to the two 2GIs. Waterbody Information Surface Water Body (1): Mitchell River NCDWR Stream Index No.: 12.62-(12.5) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: 12-62-(12.5) Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? INo Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided in Buffer? I N/A Deck Drains Discharge Over Water Body? INo (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative) (If yes, provide justification in the General Project Narrative) N GN Im- V See Sheet to For Index of Sheets See Sheet I B For Symbology Sheet � o a SUR urc CO. E kip Mun ip¢ Air ort e� BU i i o Pa PROJECT SITE grE¢ YADKIN CO. �NEµN Y�g4a STATE OF NORTH CAROI ILA DIVISION OF HIGHWAYS S URR Y COUNTY LOCATION: BRIDGE #103 ON NC 268 OVER MITCHELL RIVER TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE 3 WETLAND AND SURFACE WATER IMPACTS PERMIT O THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT 2020 = 3,520 ADT 2040 = 3,720 K = 10 % D = 60 % T = 10 % V = 60 MPH * TTST =5% DUAL 5% FUNC CLASS = RURAL COLLECTOR REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT BR-0048 = 0.219 MILES LENGTH STRUCTURES TIP PROJECT BR-0048 = 0.041 MILES TOTAL LENGTH TIP PROJECT BR-0048 = 0.260 MILES Prepared In the Office of. DIVISION OF HIGHWAYS 1000 Birch Ridge Dr., Raleigh NC, 27610 2018 STANDARD SPECIFICATIONS A. KEITH PASCHAL, PE RIGHT OF WAY DATE: PROJECT MANAGER DECEMBER 4, 2019 TATIA L. WHITE, PE, PLS LETTING DATE: JUNE 15, 2021 SHERRI E. CALHOUN, PE PROJECT TEAM LEAD - PROJECT REFERENCE NO. I NO. �a BR-0048 eTwrR PROJ.N0. .APROI.NO. DR9CRR+'1'ION 49079.1.1 PE 49079.2.1 Rw 49079.3.1 CONST DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER p NOR?, P.E. SIGNATURE, a AP ROADWAY DESIGN ENGINEER P.S. SIGNATURE: -L - -DRI - N Z 0 P/ Sto /5+1553 P/ Sto 22+2393 A = 6' 45' 00.7' (RT)A = 49' 19' 282' (RT) D = r 38' /33' D = 12' 43569 L = 41235' L = 387.39' T = 206.41' T = 206.62' R = 3500.00' R = 450.W SE = 004 SE = 006 RO = 108' RO = 162' DS = 35 MPH -DR2- PI Sto 12+9OJ4 P/ Sto //+0906 A = 68'14'50.7'(LT) A = 72'59'19.4'(RT) D = //4' 35' 29.6' D = 7/' 37' 11D' L = 5956' L = 10191' T = 33.66' T = 59J8' R = 50DU R = 80.W Q1 S 6' 16' 19D' W P/ Sto /0+7055 P/ Sto 11+2427 A = 13'OP 59E (LT) A = 59 08'19D' (RT) D = 19' 05' 549' D = 190' 59' 09.4' L = 6624' L = 2625' T = 3427' T = 14.03' R = 300.W R = 30.00 \ \ \ \ \ ss \ �\ 9c I'I I °`I '' 777/7//�// 0— i �qHC> E I I J1�1111 e,\Co ER T��� 9 \\\ 1 Ij L�Sq ✓ ern°' \��. Z1 i5J//�0%DFitF— q RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DO NOT USE FOR R/ W DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED (II�ICL-ASRA I ry t +ORIPc eRP11sONS�'tGF� AW\\\I\\q\\ % �MI AT BANIYK Q t� TUE ��I B r10 VDb:% \ � C \\93 3 93 =4 9" \/ \ ib�_"�->z"t? r \ ♦ \ \ \ rl �Ls+sW ��1-r�R \ \ \ \ S\\ .. 2. /�pµ \ Yp 1 E .. / bbb \ S yA. b \_�_�_ T \ y92\ t�s\\\\ \ l '!'D BRI�GF`1tT. T0`�`T2.�20+ \ \lam \ �3 /� \ \ / / Y .� _ QS 6 \\\� \ \\ \�\ A s 1 \ -- �1/II1111\\ \��\�z��\eSb♦ ak o W 0 5/\\\\\ \\ ✓ J \ w -G.o III s I � / // rr \\\\ \\\\\\�\�\�\\����\� \\\ �� �\\-�\�_ � Z_ `�\\ �\ BEGIN TIP PROJECT BR-0048 WETLAND AND SURFACE WATER IMPACTS PERMIT EG -L- STA. 10 + 50.00 PSHEIET 3 RAWOFI 7 DETAIL A DETAIL B DETAIL C STANDARD BASE DITCH CUT DITCH LINER SPECIAL CUT DITCH ( Nat to Scale) ( Not to Scale) (NI1 -1.) Front Natural Natural ( Ditch Group Natural A' far P Natuml p'�o< 1, D �1 Ground roan \ � , Slope G roand Min. D=2.0 R. " d Min. D=1.5 Ft. B=2.0 Ft. Min. D=1.5 R. Type of Liner= PSRM Max. d=1.5 Ft. FROM -L- STA. 17+65 70 17+83 LT. FROM -DRI- STA. 10+50 TO STA. 12+00 RT. DETAIL E FROM -L- STA. 13+00 TO STA. 15+50 LT. RIP RAP AT EMBANKMENT (Not to Scole) 10'min Ditch Grade GEOTWILE Type of Liner= 40 TONB,CLxtile= Rip -Rap GeoM85 s FROM -L- STA. 17+88 TO STA. 17+95 LT ® MAOCTSSINES RFACE WATER END TIP PROJECT BR-0048 ® DENOTES IMPACTS IN SURFACE WATER —L— STA. 24 + 25.00 ONLY ONE WORKPAD CAN BE PLACED AT A TIME \ NC GNIDD 2D\\ TO MAINTAIN 50% OF THE RIVER WIDTH \ NAD 83 100' 0' 100' 200' ?C�' GRAPHIC SCALE --W'OaDE '('\� '3 9 c. \\ 1 )1 Sp .................... .................... .................... .................... .................... .................... .................... .................... HOWHi:::::::::::::: ... 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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) 1 -L- 18+00.7 to 18+15.5 Causeway 0.02 62 2 -L- 18+60.4 to 19+07.3 Causeway 0.10 130 3 -L- 17+65 to 17+95 Rip Rap at Embankment < 0.01 12 Bank Stabilization TOTALS*: < 0.01 0.12 12 192 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb Roy COOPER GOVERNOR „STATm�” oF�O A- STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION July 30, 2020 TO: Erin Cheely, Environmental Program Consultant Environmental Coordination & Permitting Group, EAU FROM: Melissa Miller, Environmental Program Consultant Biological Surveys Group, EAU J. ERIC BOYETTE SECRETARY SUBJECT: Section 7 survey results for the northern long-eared bat (Myotis septentrionalis) and gray bat (Myotis grisescens) associated with the replacement of Bridge No. 103 over the Mitchell River on NC 268 in Surry County, TIP No. 1311-0048. The North Carolina Department of Transportation (NCDOT, Division 11) proposes to replace Bridge No. 103 over the Mitchell River on NC 268 in Surry County, TIP No. BR-0048. The existing bridge is a three span structure with steel beams, concrete deck, end walls and guard rails. The overall length of the structure is 210 feet. Northern long-eared bat The project to replace Bridge No. 103 has been reviewed for effects on the northern long- eared bat (NLEB). As of May 4, 2015, NLEB is listed by the U.S. Fish and Wildlife Service (USFWS) as "Threatened" under the Endangered Species Act of 1973. As of July 30, 2020, NLEB is listed by USFWS(http://www.fws.gov/raleigh/specieslcntylist/nc counties.html) as "probable/potential" in Surry County. According to the North Carolina Natural Heritage Program (NHP) Biotics Database, most recently updated April 2020, the nearest NLEB hibernacula record is 59 miles southwest of the project and no known NLEB roost trees occur within 150 feet of the project area. Mailing Address: NC DEPARTMENT OF TRANSPORTATION ENVIRONMENTAL ANALYSIS UNIT 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 Telephone: (919) 707-6000 Customer Service: 1-877-368-4968 Website: www.ncdot.gov Location: 1000 BIRCH RIDGE DRIVE RALEIGH NC 27610 NCDOT has also reviewed the USFWS Asheville Field office website (http://www.fws.gov/asheville/htmis/project review/NLEB in WNC.html) for consistency with NHP records. This project is located entirely outside of the red highlighted areas (12- digit HUC) that the USFWS Asheville Field Office has determined to be representative of an area that may require consultation. The closest 12 digit (030501010502) red HUC is approximately 57 miles away (Upper Wilson Creek). On May 30, 2018, NCDOT biologists assessed Bridge No. 103 for potential northern long- eared bat habitat. No crevices suitable for roosting were present on the structure. No evidence (bats, staining, and guano) of bats was observed. Snags and shaggy barked trees greater than 3" dbh are present within the project area. Based on the presence of suitable roost trees, NCDOT recommends a Biological Conclusion of May Affect Not Likely To Adversely Affect for the northern long-eared bat. To minimize impacts to potential roosting habitat, a tree clearing moratorium may be required between April 15 and August 15 of any year. Gray bat The project to replace Bridge No. 103 has also been reviewed for effects on the gray bat (MYGR). As of April 28, 1976, the gray bat was listed by the U.S. Fish and Wildlife Service (USFWS) as "Endangered" under the Endangered Species Act of 1973. According to the USFWS Surry County webpage (accessed July 30, 2020), (http://www.fws.gov/raleigh/species/cntylist/nc counties.html), the gray bat is listed by USFWS as "current" in Surry County. According to the North Carolina Natural Heritage Program (NHP) Biotics Database, most recently updated in April 2020, MYGR have not been documented in Surry County. NHP data indicate that the closest known occurrence of MYGR is approximately 91 miles west of the project site. In September 2019, a gray bat was found roosting in a bridge in Surry County 10 miles north of the project (personal correspondence). As of this writing, the Surry County occurrence is not yet reflected in the NHP Biotics Database. On May 30, 2018, NCDOT biologists assessed bridge No. 103 for potential bat habitat. No crevices suitable for roosting were present on the structure. No evidence (bats, staining, and guano) of bats was observed. No caves or mines are located within the project footprint or within line of sight of the bridge. Based on the lack of evidence of bats, and the lack of caves or mines in the project vicinity NCDOT recommends a Biological Conclusion of NO EFFECT for gray bats. Final design, tree clearing, and percussive activities information will be provided in the permit application. If you need any additional information, please contact Melissa Miller at 919-707-6127. Catawba Indian Nation Tribal Historic Preservation Office 1536 Tom Steven Road Rock Hill, South Carolina 29730 Office 803-328-2427 Fax 803-328-5791 October 4, 2019 Attention: Philip S. Harris NC Department of Transportation 1598 Mail Service Center Raleigh, NC 27699 Re. THPO # TCNS # Project Description 2019-193-36 Replacement of Bridge No. 103 over Mitchell River on NC 268 in Surry Co. BR-0048 Dear Mr. Harris, The Catawba have no immediate concerns with regard to traditional cultural properties, sacred sites or Native American archaeological sites within the boundaries of the proposed project areas. However, the Catawba are to be notified if Native American artifacts and / or human remains are located during the ground disturbance phase of this project. If you have questions please contact Caitlin Rogers at 803-328-2427 ext. 226, or e-mail caitlinh@ccpperafts.com. Sincerely, Wenonah G. Haire (� Tribal Historic Preservation Officer