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HomeMy WebLinkAbout20190909 Ver 1_In field Mod_2020020410rrM[9R7Trm-N RM-9 law, URN RulOTSTEW!j7T1nw,X[KW_1�77c • •Z!Z�IcZi��:3��» ROY COOPER Governor MICHAEL S. REGAN Secretary LINDA CULPEPPER Director NORTH CAROLINA Errs M"fh#rtfdf Quarlry North Carolina Division of Water Resources Transportation Permitting Unit In -Field Minor 401 Water Quality Certification, Buffer Certification and Isolated Water Permit Modification Project Name/ TIP Project No.: Skyland Drive Sidewalk Culvert Extension/ TIP No. EB-5923 Date: 02/04/2020 DOT Division: 14 County: Jackson DWR Project No. / Permit Type: 20190909 / Water Quality Certification #4135 DOT Staff: Dave McHenry DWR Staff: Kevin Mitchell ACE Staff: Crystal Amschler DWR Regional Office: Asheville Regional Office A.. Icauon uescrlpuon: Additional stream impacts requested at Site #2 for 25 linear feet of permanent impact. Fill will include replacing an existing deteriorating pipe and extending it 15 feet plus 10 feet of rip rap at the inlet and outlet. Modification Sketch: See attached Figures. e-�jQE North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 DocuSign Envelope ID: 468D2DC3-97EF-44C4-ADF3-999C3172828F In -Field Modification Page 2 of 3 This in -field modification is required for the following reason(s): ■ The information contained in the application or presented in support thereof is incorrect in the following manner: The original permit application did not include these additional impacts at Site 2. ■ Conditions under which the original certification was issued have changed in the following manner: Additional stream impacts are necessary to replace a deteriorating pipe while providing a sidewalk and sufficient shoulder width to increase vehicle recovery area. This in -field modification is valid only if issued by an authorized agent of the Division of Water Resources, Transportation Permitting Unit' This in -field modification authorizes the NCDOT to impact 25 linear feet of stream at Site 2 in Jackson County. The project shall be constructed as described in the Modification Description and Sketch on Page 1 of this document dated January 6, 2020 to improve the section of Skyland Drive in Sylva. The approved design is that described in the Modification Description and Modification Sketch on Page 1 of this document dated February 4, 2020. Any further changes to the original Water Quality Certification dated July 19, 2019 may require a formal written modification request. The description of the proposed action provides adequate assurance that the proposed action in the Little Tennessee River Basin in conjunction with the proposed development will not result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate the applicable portions of Section 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter set forth. Should your project change, you are required to notify the DWR and submit a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying with all conditions. For this approval to remain valid, you are required to comply with all the conditions listed below. In addition, you should obtain all other federal, state, or local permits before proceeding with your project including (but not limited to) Sediment and Erosion control, Coastal Stormwater, Non -discharge and Water Supply watershed regulations. This Modification Approval shall expire on the same day as the expiration date of the corresponding Corps of Engineers Permit. Conditions(s) of Modification Approval: 1. As -built drawings of the proposed action shall be submitted to the NC DWR Transportation Permitting Unit within 30 days of completion of the action. 2. All the authorized action activities and conditions of the certification associated with the original Water Quality Certification dated July 19, 2019 and all other corresponding modification still apply except where superseded by this certification. Failure to construct the proposed action as described in the Modification Description and Sketch on Page 1 of this document and/or violations of any condition herein set forth may result in revocation of this modification approval and may result in criminal and/or civil penalties. This modification approval shall become null and void unless the above conditions are made conditions of the Federal 404 and/or Coastal Area Management Act Permit. If the Corps of Engineers requires a formal written modification to the 404 permit for the proposed action, the NC DWR must require a formal written modification to the 401 WQC, and therefore, this in -field modification is invalid. If additional (wetland, stream, buffer) impacts for this project (now or in the future) exceed (one acre, 300 linear feet, or one-third of an acre/150 linear feet, respectively), or if mitigation is required above and beyond the current mitigation requirement for this project, this in -field modification is invalid and a formal written modification is required. North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 `�" -� 919.707.9000 DocuSign Envelope ID: 468D2DC3-97EF-44C4-ADF3-999C3172828F In -Field Modification Page 3 of 3 This in -field modification is effective upon the date the last party signs this document. This in -field modification is made upon mutual agreement between DOT and DWR as indicated by the signatures below and is, therefore, not subject to appeal by either party. Appeals by third parties must be made within sixty (60) days of notification pursuant to the contested case provisions of the Administrative Procedure Act, NC Gen. Stat. §150B-23 et seq. DWR Staff Signature: Date: 2/4/2020 DOT Staff Signature: Date: 2/4/2020 Staff Signature: Date: EDocuSigned by: tw H4c4a naorcnannsFaas'A by: 0 — An authorized agent of the Transportation Permitting Unit is defined as DWR staff that are DOT -funded and review and issue 401 Water Quality Certification for DOT projects. These staff include Central Office and Regional Office personnel. North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 DocuSign Envelope ID: 468D2DC3-97EF-44C4-ADF3-999C3172828F STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS JACKSON COUNTY LOCATION: SR 1432 (SKYLAND DRIVE) FROM US 23 BUS (ASHEVILLE HWY) TO SR 1429 (CHIPPER CURVE RD.) TYPE OF WORK: SIDEWALK, GRADING, DRAINAGE, RETAINING WALL, PAVING STATE STATE PRO]ECT REFeRENCe BHBBT N0. TOTAL SHEETS Novo EB-5923 I 8TAT8 PROI. NO. A.APAOS.N0. DEHCRIPTION 47589.1.1 WA PE 47589.2.1 WA R/W & UTIL 47589.3.1 WA CONST. PERMIT DRAWINGS Modified January 6, 2020 DocuSigned by: �--) /on _ 41, Mattern & Craig SURVEYORS 12 BROAD STREET ASHEVILLE, NORTH CAROLINA 28801 (828) 254-2201 DOCUMENT NOT CONSIDERED FINAL CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD 77. FAX (828) 254-a562 UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 1 OF 4 HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in tie Off ce r. 19ATTERNNA& T. CRAIG 12 BRASHEVILLE, 30 15 0 30 60 V = 40 MPH LENGTH OF ROADWAY TIP PROJECT EB-5923 = 0.645 MILES NC 28801 FOH NCDOI DIVISION OF HIGh*AYS 2078 STANDARD SPECIFICATIONS PLANS FUNC CLASS = P5. ® 5r SUB -REGIONAL TIER RIGHT OF WAY DATE: AARON CARVER, PE SIGNATURE: m a J U N E 2018 ROADWAY DESIGN PROJECT ENGINEER AADT: 6900 TOTAL LENGTH OF TIP PROJECT EB-5923 - 0.645 MILES NICK WOODS ENGINEER P.E. SIGNATURE: ®F Tim LETTING DATE: APRIL 2019 PROJECT DESIGN ENGINEER WES JAMESON, PE NCDOT DIVISION 14 CONTACT DocuSign Envelope ID: 468D2DC3-97EF-44C4-ADF3-999C3172828F DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Z o= w—� Mattern & Craig � O 'n TWY PROPERTES. LLC cd \9 y6' ADJUST MH N 84°01'33' IY OB 2054 PC 471 22.06' W N EIP 27.5y,O5,E W G SITE 2 p3,253A' N O fj I93.39. �i TOP=20]0.95' A 2 TGSVB GEOTEXTILE INV=2053.95' fy 60 N 89.30'IS' µ WI' w �vl i \42.90 INV=2069.05' N N 03°03'4T' E 25 883' N OS°48'23' E 3 - TINSEL T0*'N. INC. Y8'09•E 125.23' 112.10' a 'S i3 I, Scoff Creek ,S NOT°46'35' E J� N 86°30'58' W DB 2029 PG 643 £INV 50.II' 2060.g2• N 16°OS'll' E e•,a° rcF p II 16T.43 ADJUSTVALVE 20 16' ,� B0.]8' $O N 04°46'S3'E J n ADJUST MH 51.81 4 Z O 2059.08' F 2010._:.. SS 6, DBR 334 PGPSRS Op 9 INV 2 0.09' 8•p\P W g0 NV-205 c 1CONy ___. 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(TYPICAL) NADTH BEHIND APRON. SEE ALSECTION EDGELINE. INSTALL CONIC. CURB AND I 4 ADJUST MH N0, 3 FOR DRIVEWAY PAVINGG DETAIL GUTTER TO EXISTINGG ROAD GRADE PER NCDOT W �� yl N 2 m POLE TO R1 REMAIN STD DETAIL 848.01. (TYPICAL) 'Z Ta¢R y 4— ONE DATA TRANSITION FROM 2'E" CONC. CURB AND W O GUTTERTO 2' CON.. VALLEY GUTTER MSM twY S� �. 0'�55 I29 IRTI PROP 6"DEPRESSED CONIC )�pjR�, T� W CONCRETE APRON PER NCDOT STD B48O3 SIDEWALK.CONSTRUCTTO6BACKOF q Q R /LbOW' R I,y�r�• (TYPICAL). DEPRESS SIDEWALK A$ PROPOSED VALLEY GUTTER 84 k\ \ REQUIRED. MAINTAIN MIN. 4' SIDEWALK WIDTH BEHIND APRON. SEE TYPICALSECTION E XIS INSTALL SIDEWALK FLUSHWITHSE EXISTING PARKING LOT. SEE TYPICAL SECTION NO. 2 N Q� p NO. 3 FOR DRIVEWAY PAVING DETAIL. SHEET 2A-1. MAINTAIN MIN 4'SIDEWALK I, I, DocuSign Envelope ID: 468D2DC3-97EF-44C4-ADF3-999C3172828F WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACT 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) IH -L- 43+73 LT TO 43+83 LT Creek Excavation/Armoring 0.01 < 0.01 17 1 B -L- 42+84 RT TO 43+24 RT Creek Excavation/Bank Stabilization 0.01 80 80 1 -L- 43+21 RT TO 43+53 RT 60" CSP 10 1 -L- 43+64 LT TO 43+94 LT 60" CSP 7 1 C Temporary Dewater Work Area 15 2 42" CSP 2A Temporary Dewater Work Area 26 rip rap 5 2C rip rap 5 TOTALS*: 0.02 < 0.01 16 9 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb 7N ew impacts New Total 139 NC DEPARTMENT OF TRANSPORTATION SHEET DIVISION OF HIGHWAYS JULY 3, 2019 JACKSON EB-5923 4 OF 0