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Home My WebLink About20160435 Ver 1_Application_20160503Carpenter,Kristi From: Coggins, Tony C Sent: Tuesday, May 03, 2016 6:50 AM To: Ridings, Rob; Tom Steffens (Thomas.A.Steffens@usace.army.mil); Carpenter,Kristi Cc: Clarke, William M Subject: Permit app for 3 bridge replacements Attachments: Attachment L Nash 37.docx; Nash#37_PermitDrawings.pdf; 970143_Permit Drawings.pdf; Attachment L Wilson 143.docx; 950056_Permit Drawings_Combined_ 20160329.pdf; Attachment L Wayne 56 .doc; Attachment G.doc Follow Up Flag: Flag Status: Follow up Completed Need anything else or have any questions let me know. Chad Coggins Environmental Officer (Div 4) North Carolina Department of Transportation 252 296-3529 office 252 717-8699 mobile tcco��ins@ncdot.�ov 509 Ward Blvd. PO Box 3165 Wilson, NC 27895 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. 1 Attachment G: Low/Minimal Impact Bridge Project Data Sheet � TIP NO Div Managed Div. Managed Div. managed 2 WBS Element No. 17BP.4.R.73 17BP.4.R.75 17BP.4.R.68 3 County Wayne Wilson Nash 4 Bridge Number 56 143 37 5 Description Great Swamp Whiteoak Swamp Crooked Swamp 6 Basin Neuse Neuse Tar-Pam 7 Classification C Sw NSW C Sw NSW C NSW 8 Stream SIN 27-86-9-3 27-86-11-7 28-79-24 9 Type Inland Inland inland 10 Size 20' 31' 35' 11 Type 4 span 2 span 2 span 12 isting Structur Size 69'LX25'W 36L'X25'W 60L'X25'W 13 Suff. Rating 28.47 63.75 28.04 14 roposed Structur Type 2 span 1 span 2 span 15 Size 100'LX30'W 65'LX30'W 82'L X 30'W USACE LF 16 LF temp impact for ditch 0 0 16 Stream � � tie-in 17 NCDWQ Impacts (LF) 0 0 0 18 USACE Impacts (AC) .03ac HC .02ac MC .01 excavation, .01 HC, .01 MC 0 19 Wetlands Non 404 Impacts (AC) 0 0 0 20 CAMA Impacts (SF) 0 0 0 21 NC DWQ Buffers Impacts (SF) BZ1 2752 BZ2 960 BZ1 3057 BZ2 1141 BZ1 2403 BZ2 685 22 Buffer Applicaton Required (>40 ft) (Y/N) Yes Yes Yes 23 State Stormwater Permit Required (Y/N) No No No 24 Habitat No No Yes 25 T&E Species Present No No No 26 Bio Conclusion No affect No affect MANLAA 27 Moratorium Type No No No 28 Dates N/A N/A N/A 29 Native/Hatchery No No No 30 Trout Species Present No No No Trout Waters 31 Trout Conditions (Y/N) No No No 32 WRC Reviewer No No No 33 CAMA AECs No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 34 Essential Fish Habitat No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 35 Nav. Opening No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 36 USCG Permit No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 37 Historic Properties No/HEU Confirmed No/HEU Confirmed No/HEU Confirmed 38 Archaeological Resources No/HEU Confirmed No/HEU Confirmed No/HEU Confirmed 39 Tribal Lands No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 40 4(� Resources No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 41 6(� [LWCF] Resources No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 42 Wild and Scenic River No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 43 Federal Lands No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 44 NA Area No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 45 FEMA Buyout No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 46 FEMA Flood Study MOA/Hydro No MOA/Hydro 47 USTs Haz Mats No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 48 Relocatees No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 49 LAT 35.5513 35.7216 36.13337 50 Location LONG 78.0603 77.7499 77.8809 51 Project Comments • n Completed by: ( � �� [,�'�,.'( ��/�r- 5/2/2016 Division Environmental Offi r Date: �� ! • Water Resources ENVIRONMENTl�L OUALITY PAT MCCRORY Governor DONALD R. VAN DER VAART Secretarv S. JAY ZIMMERMAN Attachment L: Low Impact Bridge Replacement Process Low Impact Bridge Project No.: SF-970143 County Wilson Bridge No. 143 over Whiteoak Swamp WBS Element Number 17BP.4.R. 75 D77"eCt07" 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: Mav 2. 2016 Applicant Name: NCDOT Applicant Address: NCDOT Division of Hiqhways P.O. Box 3165 Wilson. NC 27895-3165 Primary Contact for Project: Chad Coqqins Phone No.:(2521296-3529 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 #143 which is currently a 2 span 36' x 25' bridge with a 1 span 65' x 30' bridge over Whiteoak Swamp. All storm water is directed to concrete modified flumes in the NW and SW quadrants outside of Buffer Zone 2. There are 3057 square feet of impacts to Buffer zone 1 and 1141 square feet of impacts in Zone 2 that will be associated with this project. Si nature: � �� 9 Print Name: Chad Coqqin State ofNorth Carolina IEnvironmental Quality I WaterResources 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Phone:919-807-6300 k 11�;1 l�t'<1)' North Carolina Department of Transportation �� SL[��'tl]�Ydt[�r Highway Stormwater Program ��: STORMWATER MANAGEMENT PLAN �'�-�--• (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: TIP No.: SF-970143 County(ies): Wilson Page 1 of 1 General Project Information WBS Element: TIP Number: SF-970143 Project Type: Brid e Replacement Date: 3/16/2016 NCDOT Contact: Chad Coggins - Division 4 Environmental Officer Contractor I Designer: Wetherill Engineering Inc./ James C. Davis, PE Address: 509 Ward Blvd. Address: 1223 Jones Franklin Road PO Box 3165 Raleigh, NC 27606 Wilson, NC 27895 Phone: 252 237-6164 Phone: 919 851-8077 Email: cco ins ncdot. ov Email: 'davis wetherillen .com Cit /Town: Wilson Count ies : Wilson River Basin s: Neuse CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.08 Surroundin Land Use: Rural Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.3 ac. 0.2 ac. Typical Cross Section Description: (2) 10' Lanes with 3' grassed shoulders where guardrail is not present. (2) 10' Lanes (2) 10' lanes with grassed shoulders with variable width full depth paved shoulders up to 4'11" wide with and additional 3' grassed shoulder where guardrail is present. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: Year: Existin : 260 Year: 2014 General Project Narrative: The purpose of this project is to replace the structurally deficient bridge on SR 1506 with a new bridge. The existing bridge consists of two spans (2 @ 18' 0") with a reinforced (Description of Minimization of Water concrete floor on timberjoists. Interior bents consist of timber caps on timber piles. Abutments are oriented at approximately a 90 degree skew to the roadway. The existing Quality Impacts) bridge utilizes vertical abutments. The replacement bridge will consist of a single span bridge (1 @ 65'-0") with 2'-6" deep caps and vertical abutments with rip rap in front of the abutments. The single span configuration will prevent the need for a interior bent in the creek. Efforts were made to minimize water quality impacts by containing bridge drainage within the paved shoulder with no deck drains and conveying that water to modified concrete flumes with rip rap pads outside of buffer zone 2. Fill slopes will catch at the top of the existing roadway fill and not impact wetlands present within the project limits. There is a small quantity of excavation in wetlands adjacent to the bridge as required by the design to provide waterway opening and maintenance clearing beneath the bridge. Mechanized clearing will be used where the proposed design coincides with wetlands. Otherwise, hand clearing will be specified to clear wetlands within right of way limits. Waterbod Information Surface Water Body (1): White Oak Swamp NCDWR Stream Index No.: 27-86-11-7 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: Swam Waters Sw NSW Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Neuse Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? 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) � �"s oo� N�,� �ocv �oi MNd • � � V � � O V See Sheet 1-A f��or Index of Sheets GRAPHIC SCALES DESIGN DATA 30 15 0 30 60 ADT 2014 = 260 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) T = 6 % * V = 55 MPH (TTST =3% + DUAL =; FUNC CLASS = RURAL LOCAL REGIONAL TIER �5�� $1°�� $�1.��1�� WILS01� CO U1�TY LOCATI0IV: BRIDGE N0.143 OVER WHITEOAK SWAMP 011t SR 1506 (WEBB LAKE ROAD) TYPE OF WORK GRADI11lG, DRAI11lAGE, PAVING F� STRUCTURE STaTE STwTG PROJGCT RCPERENCE NO. GLI �oc�o 17BP.4.R.75 176P.4oRN75 _I I � We� ETHERILL � ENGINEERING WETLAND AND SURF�4CE WATER IMrACTS rERMIT BEGIN BRIDGE �r. STA.13 + 07.38 0 N Q Q SR 1506 Z Z (WEBB LAKE RD) E — --� TO SR 1510 (BAKERTOWN RD) BEGIN NCDOT PRO ECT 17BP.4.R.75 —Zr POT STA. Il +44.00 PROJECT LENGTH LENGTH ROADWAY PROJECT 176P.4.R.75 = LENGTH STRUCTURE PROJECT 17BP.4.RJ5 = TOTAL LENGTH PROJECT 17BP.4.R.75 = NCDOT CONTACT.• WADE A. HARPER O7VISlON 4 BRIDGE PROGRAM MANAGER r�l.��.� + —L— ___ TO NC lll — — — (GOOD NEWS CHURCH RD) END NCDOT PROJECT 17BA.4.R.75 —L— POT STA. l5 + 59.00 DIVISION OF HIGHWAYS DIVISI0111 FOUR 509 Ward Boulevard, Wilson NC, 27895 0.066 MILES zOl2 STANDARD SPECIF7CATIONS 0.013 MILES EDWARD G, WETHERILL, PE_ RIGHT OF WAY DATE: 0.079 MILES PROJECT ENGINEER LETTING DATE: I GREG S. PURVIS, PE OCTOBER 2016 PROJECT DESIGN ENGINEER SHEET TOTA1. SHEP.TS � . UTIL., WW 7223 Jones Fmnklin Rd. Roleigh, N.C. D606 License No. F-0377 Bus: 919 851 8077 Fax: 919 851 8707 TRANSPoRTATION PLANN/NG/DESIGN - BRIOGE/STRUCTURE Df5/GN CNIL/SITE DESIGN - G/5/GPS - CONSTRUCTION OBSERVAT�ON BRIDGE #l70143 ROW PLAIVS PERMIT DRAWING SHEET 1 OF 5 ��.d��v �� . �� DO NmT USE FOR COrSTRUCTION DOCUMENT NOT CONSIDEREU FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGIIVEER P.E. ROADWAY DESIGIV ENGINEER P.E. ■■■■■■■■■■ ■■■■■■■■I �■ �� —�_ --��Gii i��■�■■■■■■■� I��JC�7��1i�1'tiV71 ili�iO�lir■��■i� uiri:iiiiGif�id Ir■■�■■�L'iSiL'GJ�i: iG�i��iiirr►E i�w��• ��- �flG�T�63!�"�!*��C�'i ■■■■■■■■■■■1I •-:s 1■re�ii■�:i:�,�:ti:I ■■■■■■■■■■■■■■■ ■■■■■■■■■■ ■1 I � \ \■fi��7■ � C 7■I i�i I ■■■■■ ■■■■■■■■■■ ■��■■■■■�■■il ii ■�\■■�I\�■lii�l■I Ril I■■■■■■■■�■■■■■■ ��r.mca�T�s�a7■��i■S\■�I■\II�I■I�i! I■■■■■■■■■■■■■■■ ��"�■��ii i'� , ��I 'i � �' ' �"i�ii" � �i�L I�GG�G��: :'�:■ :.�C��i� �� `� .'. : :�:':■ �� ■■■■■■■■■■ ■■■■■■■■I �■ �� —�_ --��Gii i��■�■■■■■■■� I��JC�7��1i�1'tiV71 ili�iO�lir■��■i� uiri:iiiiGif�id Ir■■�■■�L'iSiL'GJ�i: iG�i��iiirr►E i�w��• ��- �flG�T�63!�"�!*��C�'i ■■■■■■■■■■■1I •-:s 1■re�ii■�:i:�,�:ti:I ■■■■■■■■■■■■■■■ ■■■■■■■■■■ ■1 I � \ \■fi��7■ � C 7■I i�i I ■■■■■ ■■■■■■■■■■ ■��■■■■■�■■il ii ■�\■■�I\�■lii�l■I Ril I■■■■■■■■�■■■■■■ ��r.mca�T�s�a7■��i■S\■�I■\II�I■I�i! I■■■■■■■■■■■■■■■ ��"�■��ii i'� , ��I 'i � �' ' �"i�ii" � �i�L I�GG�G��: :'�:■ :.�C��i� �� `� .'. : :�:':■ �� 'a� n �i�i�i�in E� �� u ��iiiiiiiii iii r�'��ii� �iiii �r��eei...ee..., �swiiiiu iii -n�uou�a��n ��n�..�__�_ ■� ��e��r.■��na �;r.r...�� iiiiiiiiw i��iii��iiiiiii �m�vu.� mvm m iiiiiiiiiiiuiiiiu iii iuuiiui iva�iiiiii iii iiiiiiiiiiiiiii�iiiiiii iuiiiiiiiiuuu:u� ��o��n 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) (ft) (ft) (ft) 1 9+77 to 10+43 -L- Roadway < 0.01 2 13+47 to 13+95 -L- 1@65' 24" Cored Slab < 0.01 < 0.01 < 0.01 TOTALS*: < 0.01 < 0.01 0.01 0 0 0 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 � • � � V � � O V � See Sheet 1-A f��or Index of Sheets GRAPHIC SCALES DESIGN DATA 30 15 0 30 60 ADT 2014 = 260 PLANS 30 15 0 30 60 T= 6 %* V = 55 MPH PROFILE (HORIZONTAL) * (nST =3% + DUAL =; FUNC CLASS = RURAL LOCAL REGIONAL TIER �5�� $1°�� $��1�� J�� IF 1�1��5 WILS01� CO U1�TY LOCATI0IV: BRIDGE N0.143 OVER WHITEOAK SWAMP 011t SR 1506 (WEBB LAKE ROAD) TYPE � GRAD7111G. DRAI11lAGE. PAVING F� STRUCTURE BU FFER IMPACTS PERMIT BEGIN BRIDGE �r. STA.13 + 07.38 0 N Q Q SR 1506 Z Z (WEBB LAKE RD) E — — � TO SR 1510 (BAKERTOWN RD) BEGIN NCDOT PRO ECT 17BP.4.R.75 —Zr POT STA. Il +44.00 PROJECT LENGTH LENGTH ROADWAY PROJECT 176P.4.R.75 = LENGTH STRUCTURE PROJECT 17BP.4.RJ5 = TOTAL LENGTH PROJECT 17BP.4.R.75 = NCDOT CONTACT.• WADE A. HARPER O7VISlON 4 BRIDGE PROGRAM MANAGER r�l.��.� + s� TO NC lll (GOOD NEWS CHURCH RD) END NCDOT PROJECT 17BA.4.R.75 —L— POT STA. l5 + 59.00 DIVISION OF HIGHWAYS DIVISI0111 FOUR 509 Ward Boulevard, Wilson NC, 27895 0.066 MILES zOl2 STANDARD SPECIF7CATIONS 0.013 MILES EDWARD G, WETHERILL, PE_ RIGHT OF WAY DATE: 0.079 MILES PROJECT ENGINEER LETTING DATE: I GREG S. PURVIS, PE OCTOBER 2016 PROJECT DESIGN ENGINEER STaTE STwTG PROJGCT RCPERENCE NO. �� 17BP.4.R.75 � 176P.4.R.75 SHEET TOTA1. SHEP.TS � . UTIL., WW � 7223 Jones Fmnklin Rd. Roleigh, N.C. D606 �� e ETHERILL License No. F-0377 ENGINEERING gus: 919 851 8077 Fax: 919 851 8707 TRANSPoRTATION PLANN/NG/DESIGN - BRIOGE/STRUCTURE Df5/GN CNIL/SITE DESIGN - G/5/GPS - CONSTRUCTION OBSERVAT�ON BRIDGE #970143 BUFFER DRAWING SHEET 1 OF 5 ��.d��v �� . �� DO NmT USE FOR COrSTRUCTION DOCUMENT NOT CONSIDEREU FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGIIVEER P.E. ROADWAY DESIGIV ENGINEER P.E. ■■■■■■■■■■ ■■■■■■■■I �■ �� —�_ --��Gii i��■�■■■■■■■� I��JC�7��1i�1'tiV71 ili�iO�lir■��■i� uiri:iiiiGif�id Ir■■�■■�L'iSiL'GJ�i: iG�i��iiirr►E i�w��• ��- �flG�T�63!�"�!*��C�'i ■■■■■■■■■■■1I •-:s 1■re�ii■�:i:�,�:ti:I ■■■■■■■■■■■■■■■ ■■■■■■■■■■ ■1 I � \ \■fi��7■ � C 7■I i�i I ■■■■■ ■■■■■■■■■■ ■��■■■■■�■■il ii ■�\■■�I\�■lii�l■I Ril I■■■■■■■■�■■■■■■ ��r.mca�T�s�a7■��i■S\■�I■\II�I■I�i! I■■■■■■■■■■■■■■■ ��"�■��ii i'� , ��I 'i � �' ' �"i�ii" � �i�L I�GG�G��: :'�:■ :.�C��i� �� `� .'. : :�:':■ �� ■■■■■■■■■■ ■■■■■■■■I �■ �� —�_ --��Gii i��■�■■■■■■■� I��JC�7��1i�1'tiV71 ili�iO�lir■��■i� uiri:iiiiGif�id Ir■■�■■�L'iSiL'GJ�i: iG�i��iiirr►E i�w��• ��- �flG�T�63!�"�!*��C�'i ■■■■■■■■■■■1I •-:s 1■re�ii■�:i:�,�:ti:I ■■■■■■■■■■■■■■■ ■■■■■■■■■■ ■1 I � \ \■fi��7■ � C 7■I i�i I ■■■■■ ■■■■■■■■■■ ■��■■■■■�■■il ii ■�\■■�I\�■lii�l■I Ril I■■■■■■■■�■■■■■■ ��r.mca�T�s�a7■��i■S\■�I■\II�I■I�i! I■■■■■■■■■■■■■■■ ��"�■��ii i'� , ��I 'i � �' ' �"i�ii" � �i�L I�GG�G��: :'�:■ :.�C��i� �� `� .'. : :�:':■ �� 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 1@65' 24" Cored Slab 12+65 to 14+14 -L- X 1093.1 1140.8 2233.9 X 1963.4 1963.4 TOTAL: 3056.5 1140.8 4197.3 0.0 0.0 0.0 Rev.Jan 2009