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Home My WebLink About20150867 Ver 1_Application_20150825Pat McCrory Governor � �..�� " C E R North Carolina Department of Environment and Natural Resources Division of Water Quality Charles Wakild, P,E. Director Attachment L: Low Impact Bridge Replacement Process Low Impact Bridge Project No._ County Wavne Bridge No._46 over Nahunta Swamp WBS Element Number 17BP.4.R.65 John E. Skvarla, III Secretary This project is subject to the Low Impact Bridge Process as agreed to on October 6, 2009. This project meets the documentation requirements and approval procedures under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project meets the standards of NCDOT's Minimum Criteria Rules. Date: 8/24/2015 Applicant Name: NCDOT Applicant Address: NCDOT Division of Hiqhwavs P.O. Box 3165 Wilson. NC 27895-3165 Primary Contact for Project: Chad Coqqins Phone No.:(252) 296-3532 Is this an after-the-fact application River Basin: Neuse Stream Classification: C; Sw; NSW Yes X No Regulatory Authorization Options for this Activity Federal: USACE Nationwide General Permit 3— Maintenance State: General Water Quality Certification #3883 and/or Buffer Authorization Local: None Project Description — • NCDOT proposes to replace Bridge #46, which is currently a 2 span 35' x 26' bridge, with a 75' x 30' 2 span bridge over Nahunta Swamp on SR 1353 in Wayne County. Construction of this project will result in 60 LF of stream bank stabilization, as well as impacts to 2102 square feet of buffer impacts in BZ 1 and 892 square feet of impacts in BZ 2. Storm water will be captured in a drop inlet with a rock dissipater pad outside of BZ 2 on the southeastern quadrant of the bridge. No deck drains will discharge directly into channel. ' Signature Print Nam C �'� � �� e: Chad Coqains DEO Transportation Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604 Phone: 919-733-17861 FAX: 919-733-6893 Internet: http:llh2o.enr.state.nc.us/ncwetlandsl An Equal Opportunity \Affirmative Action Employer One NorthCarolina �lltlll"�i`jlf k li�;l 1��'<14' North Carolina Department of Transportation �� SL[�rtl]�YdtPl� Highway Stormwater Program .��` STORMWATER MANAGEMENT PLAN ��--• (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 17BP.6.R.65 TIP No.: SF-950046 County(ies): Wayne Page 1 of 1 General Project Information WBS Element: 17BP.6.R.65 TIP Number: SF-950046 Project Type: Bridge Replacement Date: 7/14/2015 NCDOT Contact: Chad Coggins Contractor I Designer: Wetherill Engineerin , Inc. Address: Highway Division 4 Address: 1223 Jones Franklin Rd. 509 Ward Blvd, PO BOX 3165 Wilson, NC 27895 Ralei h, NC 27606 Phone: 252 237-6164 Phone:919-851-8077 Email: cco ins ncdot. ov Email: hsin h wetherillen .com Cit ITown: N/A Count ies): Wa ne River Basin s: Neuse CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 0.09 Surrounding Land Use: Rural, Wooded, Agricultural Pro osed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 0.3 ac. 0.2 ac. Typical Cross Section Description: (2) 10' lanes with grassed shoulders and up to 4' shoulders with guardrail. 4' shoulders (2) 9' lanes with grassed shoulders are variable width paved. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 680 Year: 2015 Existin : Year: General Project Narrative: Replace bridge no. 46 over Nahunta Swamp on SR 1353 (Hooks Rd.). Use 1@45', 1@35' 21" Cored Slab. A TB 2GI will outlet outside the buffer zones on upstream side of (Description of Minimization of Water the bridge with 15" CSP with Class B rip rap is used to stabilize the outlet. No deck drains will discharge directly into channel. Quality Impacts) Waterbody Information Surface Water Body (1): Nahunta Swamp NCDWR Stream Index No.: 27-86-14 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Swamp Waters (Sw) Other Stream Classification: None Impairments: None ThreatenedlEndangered Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) � � � � � � � � � � z �o �� ' •� � �� W �� Q ��z r�� » �� w� �� o . � cl` � �� .� � V W O � � •� � V � � O V See Sheet 9-A �or Index of Sheets �� 1 �� WA Y1�E CO U1�TY LOCATION: BRIDGE NO. 46 OVER 111AHU11tTA SWAMP ON SR 1353 (HOOKS ROAD) TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVIIIIG �' STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT ��°°� ��s�ti —L— �� =�� HUNTA gD.) SR 133� � BEGIN NCDOT I PROJECT I7BP.4.R.46 —L— POC STA.13 + 22.00 STA. l5 +30. SI CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAAHIC SCALES DESIGN DATA PROJECT LENGTH 30 i5 0 30 60 ADT 2015 = 680 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) T = 6 % * V = 55 MPH (TTST =3% + DUAL =3%; FUNC CLASS = RURAL MAJOR COLLECTOR REGIONAL TIER LENGTH ROADWAY PROJECT 17BP.4.R.65 = LENGTH STRUCTURE PROJECT 17BP.4.R.65 = TOTAL LENGTH PROJECT 17BP.4.R.65 = NCDOT CONTACT.• WADE A. HARPER DIV/S70N 4 BRlOGE PROGRAM MANAGER � x � II � j� � '� �\`�\\�� \� PERMIT DRAWING SHEET 1 OF 6 8�7/2015 TO SR I353 SR 1361 > HOOKS ROAD (ROBERT PEELE AVE.) -� � I END NCDOT PROJECT 17BP.4.R.46 —L— POT STA. I8 + I2.00 END BRIDGE STA.16 + 08.19 DIVISI0IV OF HIGHWAYS DIVISION FOUR 509 Ward Boulevard, Wilson NC, 27895 0.078 MILES ZOl2 STANDARD SPBClFlC9TlONS 0.015 MILES EDWARD G, WETHERILL, PE RIGHT OF WAY DATE: pROrECr sNC,xEex 0.093 MILES 2 LETTING DATE: GREG S. PURVIS, PE y PROJECT DESIGN F,NGINEER STATE STwT2 PROJECI' REFERENCE M1O. �� 17BP.4.R.65 J 17BP.4.R.65 W�� ETHERILL � ENGINEERING sxeer rorn� :�0. . SHEF.TS � . UTIL.. R�W 1223 Jones Franklin Rd. Roleigh, N.0 27606 License No. F-0377 Bus: 919 851 8077 Fax: 919 851 8107 TRANSPoRTATION PLANNING/DfSIGN - BRIIX',E/STRUCTURE DES/GN CNtL/SITE DESIGN - G/5/GPS - CONSTRUCTION OBSERVATION BRIDGE #950046 RIGHT OF WAY PLA11lS HYDRAULICS ENGINEER P.E. ROADWAY DESIGN ENGINEER P.F.. ]�IbII;Lpl�iI:v,��3� ]�]La\N� DO NOT USE FOR CONSTRU<,"1'ION WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (tt) (ft) (ft) 1 15+50 to 15+85 BRIDGGE < 0.01 57 TOTALS*: < 0.01 0 57 0 *Rounded totals are sum of actual impacts NOTES: TOP DOWN CONSTRUCTION 2013 10 24 � � � � � � � � � � z �o �� ' •� � �� W �� Q ��z r�� » �� w� �� o . � cl` � �� .� � V W O � � •� � V � � O V See Sheet 9-A �or Index of Sheets �� 1 �� WA Y1�E CO U1�TY LOCATION: BRIDGE NO. 46 OVER 111AHU11tTA SWAMP ON SR 1353 (HOOKS ROAD) TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVIIIIG �' STRUCTURE ��°°� ��s�� BUFFER IMPACTS PERMIT � � � �� SITE ��! SITE l �,,\ � �� ! \ � � /SR I353 _L_ �YOOKS ROAD �� ,_ __— � � � UNTA gD.) SR 133� H � — i/ I 'ITE 2� � BEGIN NCDOT I PROJECT I7BP.4.R.46 —L— POC STA.13 + 22.00 STA. l5 +30. SI CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAAHIC SCALES DESIGN DATA PROJECT LENGTH 30 i5 0 30 60 ADT 2015 = 680 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) T = 6 % * V = 55 MPH (TTST =3% + DUAL =3%; FUNC CLASS = RURAL MAJOR COLLECTOR REGIONAL TIER LENGTH ROADWAY PROJECT 17BP.4.R.65 = LENGTH STRUCTURE PROJECT 17BP.4.R.65 = TOTAL LENGTH PROJECT 17BP.4.R.65 = NCDOT CONTACT.• WADE A. HARPER DIV/S70N 4 BRlOGE PROGRAM MANAGER 0 STATE STwT2 PROJECI' REFERENCE M1O. BUFFER DRAWING —� s"EE�, °F s �� 17BP.4.R.65 8r//2015 17BP.4oR�65 TO SR 1361 > — (ROBERT PEELE AVE.) I END NCDOT PROJECT 17BP.4.R.46 —L— POT STA. I8 + I2.00 END BRIDGE STA.16 + 08.19 SITE 3 DIVISI0IV OF HIGHWAYS DIVISION FOUR 509 Ward Boulevard, Wilson NC, 27895 0.078 MILES ZOl2 STANDARD SPBClFlC9TlONS 0.015 MILES EDWARD G, WETHERILL, PE RIGHT OF WAY DATE: pROrECr sNC,xEex 0.093 MILES 2 LETTING DATE: GREG S. PURVIS, PE y PROJECT DESIGN F,NGINEER W�� ETHERILL � ENGINEERING sxeer rorn� :�0. . SHEF.TS � . UTIL.. R�W 1223 Jones Franklin Rd. Roleigh, N.0 27606 License No. F-0377 Bus: 919 851 8077 Fax: 919 851 8107 TRANSPoRTATION PLANNING/DfSIGN - BRIIX',E/STRUCTURE DES/GN CNtL/SITE DESIGN - G/5/GPS - CONSTRUCTION OBSERVATION BRIDGE #950046 RIGHT OF WAY PLA11lS HYDRAULICS ENGINEER P.E. ROADWAY DESIGN ENGINEER P.F.. ]�IbII;Lpl�iI:v,��3� ]�]La\N� DO NOT USE FOR CONSTRU<,"1'ION BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ft2) (ft2) (ftZ) (ft2) (ft2) (ft2) (ft2) 1 BRIDGE 15+00 to 15+55 LT X 312.0 312.0 1 BRIDGE 15+00 to 15+55 LT X 205.9 190.0 395.9 2 BRIDGE 15+00 to 15+60 RT X 442.8 442.8 2 BRIDGE 15+00 to 15+60 RT X 89.2 276.0 365.2 3 BRIDGE 15+70 to 16+30 RT X 546.5 546.5 3 BRIDGE 15+70 to 16+30 RT X 9.9 229.0 238.9 4 BRIDGE 15+70 to 16+30 LT X 495.6 6.5 502.1 4 BRIDGE 15+70 to 16+30 LT X 190.1 190.1 TOTAL: 2102 892 2994 0.0 0.0 0.0 Rev.Jan 2009