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Home My WebLink About20140033 Ver 2_Application_20160525Carpenter, Kristi From: Davis, Mark S Sent: Wednesday, May 25, 2016 4:52 PM To: 'Lori Beckwith (Loretta.A.Beckwith@usace.army.mil)'; Chapman, Amy; Carpenter,Kristi; Barnett, Kevin; andrew_henderson@fws.gov; Chambers, Marla J Cc: Dagnino, Carla S; Hemphill, Jeffrey L Subject: R-4047 - Nationwide Permit 12-14 - Modification - Haywood County Attachments: R-4047 - Nationwide Permit 12-14 Modification - Haywood County.pdf Ladies and Gentlemen, Attached for your review and comments is the subject permit modification. If you have any questions, please advise. Thanks, Mark Mark S. Davis Environmental Supervisor NC Department of Transportation/Division 14 828 586 2141 office 282 508 9670 mobile markdavis(cancdot.gov 253 Webster Road Sylva, NC 28779 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. Corps Submittal Cover Sheet Please provide the following info: 1. Project Name: TIP No. R-4047 —US 19/23/74 NC 209 Interchange Project — Modification 2. Name of Property Owner/Applicant: North Carolina Department of Transportation (NCDOT) 3. Name of Consultant/Agent: *Agent authorization needs to be attached. 4. Related/Previous Action ID number(s): Action ID No. SAW -2014-00342 Site Address: N/ 5. Subdivision Name: 6. City: Lake Junat 7. County: Haywoc 8. Lat: 35.522207 N Long: -082.957144 W (Decimal Degrees Please) 9. Quadrangle Name: Clyde 10. Waterway: UT to Richland Creek (DWR Class: C) 11. Watershed: French Broad River (HCU:06010106) 12. Requested Action: X Nationwide Permit # 12&14 General Permit # Jurisdictional Determination Request Pre -Application Request The following information will be completed by Corps office: U"D Prepare File Folder Assign number in ORM Authorization: Section 10 Section 404 Project Description/ Nature of Activity/ Project Purpose: Site/Waters Name: Keywords: Begin Date Transportation May 25, 2016 Ms. Lori Beckwith, NCDOT Regulatory Project Manager U.S. Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-2714 PAT McCRORY Gommor NICHOLAS J.TENNYSON secretary Subject: Nationwide 12 and 14 Permit Application — Modification US 19/23/74 and NC 209 Interchange Project Haywood County TIP Project No. R-4047 Federal Aid No. STP -0209(6) State Project No. 34599.3.1 (DWQ Minor Permit Fee $240) Action ID No. SAW -2014-00342 NCDWR Project No. 2014-0033 Dear Ms. Beckwith: The North Carolina Department of Transportation (NCDOT) proposes interchange improvements at US 19/23/74 and NC 209 in Haywood County. The project improvements extend from west of SR 1801 (Liner Cove Road) to north of SR 1523 (Old Clyde Road) near Lake Junaluska. There will be 308 linear feet of permanent impacts (Modified to 313 linear feet) and 0.03 acre (101 linear feet) of temporary impacts (Modified to 121 linear feet) to jurisdictional streams. In addition there will be 0.01 acre of impacts to wetlands associated with mechanized clearing. There will be <0.01 acre of temporary impacts to a jurisdictional stream associated with an open cut of an umramed tributary to Richland Creek in order to install a water line near Permit Site 3. The project is currently under construction. Due to the skew of an existing headwall (Permit Site 6), and limited shoulder width for guardrail installation, NCDOT is proposing to modify the subject permit (Permit Site 6). The original plan sheets showed the extension of the existing headwall approximately 4 feet high to accommodate the rise in grade elevation along the new alignment of US 23 Business. However, due to the skew of the existing headwall, the new headwall would reduce the new shoulder width resulting in a conflict with the installation of new guardrail along US 23 Business. In order to correct the problem, NCDOT proposes to extend the inlet end of the 48" culvert 5 linear feet and re -skew the headwall perpendicular to the stream to provide adequate shoulder width to meet NCDOT roadway standards. All work will be conducted within NCDOT right of way. I am enclosing a revised PCN Impact Table, plan sheet for Permit Site 6 showing the proposed work, photographs and a marked county map and USGS topographic map. Nothing Compares' Stare of North Carolina I Depaamentof Transponalion I Divisionl,t 253Wehster Road I Sy1",North Carolina 28779 Phone 828-586-2141 1 Fac 828-556-0073 There will be "no effect' on threatened and endangered species associated with the permit modification (Permit Site 6). No trees will be cut, which will eliminate any potential impacts to Indiana and Northern long-eared bat summer roosting habitat. In addition, the NCWRC did not require a trout moratorium on this project (letter dated February 6, 2014). No additional stream mitigation will be required for this modification. Permits Requested NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to proceed with the subject modification outlined above. By copy of this letter, I am asking Mrs. Marla Chambers, Western NCDOT Coordinator with the North Carolina Wildlife Resources Commission (NCWRC), to comment directly to you concerning the 404 Nationwide Permit request. Also, by copy of this letter, I am requesting authorization under Section 401 of the Clean Water Act from the North Carolina Department of Environmental Quality (NCDEQ), Division of Water Resources (DWR). In addition, I am asking Ms. Chambers and Mr. Ben DeWit, EI, Roadside Environmental Field Operations Engineer (NCDOT), to comment directly to me concerning this permit request. If you have any questions or need additional information, please contact me at (828) 586-2141. Your early review and consideration will be greatly appreciated. Sincerely, Mark S. Davis Division 14 Environmental Supervisor Enclosures cc: Ms. Amy Chapman, Division of Water Resources, NCDEQ, Raleigh Mr. Kevin Barnett, Division of Water Resources, NCDEQ, Asheville Ms. Marla Chambers, Western NCDOT Coordinator, NCWRC, Albemarle Mr. Andrew Henderson, Biologist, US Fish & Wildlife Service, Asheville Mr. Brian Burch, PE, Division Construction Engineer, NCDOT, Sylva Mr. Mitchell Bishop, Resident Engineer, NCDOT, Whittier Mr. Ben DeWit, EI, Roadside Environmental Field Operations Engineer, NCDOT Ms. Carla Dagnino, ECAP Western Regional Manager, PDEA, NCDOT, Raleigh C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ® Wetlands ® Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction Page 4 of 11 PCN Form —Version 1.3 December 10, 2008 Version 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non -404, other) (acres) Temporary T S1 -W1 ❑ P ❑ T Mechanized Clearing PEM1 ❑ Yes ®No ® Corps ® DWQ 0.01 W2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0.01 2h. Comments: NIA 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. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non -404, width (linear Temporary (T) (INT)? other) (feet) feet) S2 [-I PH T Base Ditch UT3 to Richland ® PER ® Corps 15 45 Construction Creek ❑ INT ® DWQ S3 ® P ❑ T Culvert Extension UT3 to Richland Creek ® PER [J INT ® Corps ® DWQ 15 112 S3 ❑ P ® T Dewatering UT3 to Richland ® PER ® Corps 15 48 Creek ❑ INT ❑ DWQ S4 ® P ❑ T 48° RCP UT2 to Richland ® PER ® Corps 5 14 Creek ❑ INT ® DWQ S5 ❑ P ® T Channel UT3 to Richland ® PER ® Corps 15 182 Relocation Creek ❑ INT ® DWQ S6 ® P ❑ T Culvert Extension UT3 to Richland ® PER ® Corps 10 5 (Inlet End) Creek [-I INT ® DWQ S6 ❑ P ® T Dewatering UT3 to Richland ® PER ® Corps 10 20 Creek E] INT ® DWQ Utility Site 1 ® T Water Line UT3 to Richland ® PER ® Corps 15 10 Creek ❑ INT ® DWQ 3h. Total Permanent Stream and Tributary Impacts 308' 313' Total Temporary Stream and Tributary Impacts 101' 121' 3i. Comments: Revised Impacts Highlighted in Yellow Page 5 of 11 PCN Form —Version 1.3 December 10, 2008 Version 0$2. 666q6' W 002.058�333'YV 082.9509 000° YV 11 1 0✓;2.66666616° W I I I I I I 1 11 0h2.656333° jV 1 11 1 11 11 1 1 0g2.150W0° trV 1 1 1 1 1 11 111 Name: CLYDE Location: 035.5238413° N 082.9566247° W NAD 27 Date: 5/25/2016 Caption: TIP Project No. R-4047 Scale: 1 inch equals 1000 feet US 19/23/74 and NC 209 Interchange Project Haywood County s 14 if 0,0 ti of M A 144 '�. 9 r� 2565 _ e C BM IN JO N y .� rl�t j �_l; � ,+ J � ,_fes-�•" , Permit Site �fJSvnffTn_n ZD - r` • � � + � r �T) '"r-�' -r • f4 �; n % fir ('\ ftp , 11 1 0✓;2.66666616° W I I I I I I 1 11 0h2.656333° jV 1 11 1 11 11 1 1 0g2.150W0° trV 1 1 1 1 1 11 111 Name: CLYDE Location: 035.5238413° N 082.9566247° W NAD 27 Date: 5/25/2016 Caption: TIP Project No. R-4047 Scale: 1 inch equals 1000 feet US 19/23/74 and NC 209 Interchange Project Haywood County V M C � 3m Shad�A I -A Fa IMPV of SMN:STATEIlH]ENORTHCAROLINA"• M SO NO `_"""'••••• .•.• -_- SIC 5 f 1'0 For cPMVIIIOrwl sYmoN N.C. R-4047 1 C / DIVISION OF HIGHWAYS VK ' PERMIT DRAWING 34590 1 X096 P6ILn RW - 3m Shad�A I -A Fa IMPV of SMN:STATEIlH]ENORTHCAROLINA"• M SO NO `_"""'••••• .•.• -_- SIC 5 f 1'0 For cPMVIIIOrwl sYmoN N.C. R-4047 1 DIVISION OF HIGHWAYS ' PERMIT DRAWING 34590 1 X096 P6ILn RW SHEET i OF HAYWOOD COUNTY t\ ... ENA PR JEC , LOCATION.• NC 209 FROM US 23 BUS. TO NORTH OF SR IS23 (OLD CLYDE RD.) TYPE OF WORK GRADING, DRAINAGE, PAVING, RAILROAD REALGNMENT, RETAINING WALLS, CULVERT, SIGNALS, AND RAILROAD STRUCTURE L • :Iv �I END CONSTRUCTION END CONSTRUCTION 7 V — -Y4- Pi STA. 28+99.48 -Y6- POT STA. 12+35.00 y CONSTRUCTIONo - BEGIN O'yl9 —� — BEGIN PROJECT —� POT STA. 1a+14.00 SITE 4 NNO O J� - /y P�E / END TIP PROJECT R-4047 -4.-POT STA. 54+p0,00 h - SITE 3` END CONSTRUCTION -YS- POT STA. 16+15.00 h VICINITY MAP ITE 2,\ END CONSTRUCTION REGICON-YS- POT STA. 17+95.00 N STRUCTION \ -"C— Ts STA. 10+00.00 SITE 1 / BEGIN TIP PROSECT R-4047. IS 13+00.00 END CONSTRUCTION J �O END C+75.00 POT STA. SITE 6 Mo,y" ' coollauLPERMIT _[mi.onmoolul D,avinuv,,.0,7_Eyd_eM1 Een END CONSTRUCTION END CONSTRUCTION T 1 +00.00 -Y2- POC STA. 11+95.00 WETLAND AND SURFACE WATER IMPACTS PER % NOTES: pl CLEARING ON THIS PROJECT SHALL BE PERFOWED TO THE UNITS ESTABLISHED BY METHOD III. 121 THIS PROJECT IS NOT WITHIN ANY mUNICIPAL BOUNDARIES. U GRAPHIC SCALES DESIGN DATA PROJECT LENGTH wr m Iro mnro ✓, Dxn a cs svcPxasR DIVISION OF HIGHWAYS �t1EADT 'P B=_D Tt 2014 - 25,500 ADI 2035. x9,000 wl x�is7ar• nuva wa,vnxaixu amuv u" DMV - to % LENGTH ROADWAY TIP PROJECT R-4047 . 0,777 MIk "I cPLANS A5 ' sP_2,,q 50' TBO T x TOTAL LENGTH OF TIP PROJECT R-404] 0.777 MI. Rem' OF WAY nA28: REN,HA�PA4mw,'E`— R R R R R — _� m SIJ 12 2011 a " ROADWAY DavGN svalNEKR IHORIZONTALI V 35 MPH OPROFILE IP' 1P' 2p' FDNC. CLASS. - COLLECTOR LETHNG DATE �.7ICtlAEL W yJIlt,E_P.E�_ 0 ��Q T- , TTST 2 % DUAL 3 % APRIL 15 2014 mmm a U PROFILE VERTIuy STATEWIDE TIER ' TIP Project No. R-4047 —US 19/23!74 NC 209 Interchange Project Permit Modification — Add Permit Site No. 6 — Haywood County Inlet End with Skewed Headwall Looking Upstream from .: Top of Existing Headwall TIP Project No. R-4047 — US 19/23/74 NC 209 Interchange Project Permit Modification — Add Permit Site No. 6 — Haywood County Looking at Inlet End — 48 -inch CMP with Headwall Looking at Inlet End (Plan to Remove Skewed Headwall, Extend Culvert 5 -feet, Pour New Headwall Perpendicular to Stream)