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Home My WebLink About20160729 Ver 1_Application_20160727 Carpenter,Kristi From:Coggins, Tony C Sent:Wednesday, July 27, 2016 4:25 PM To:Tom Steffens (Thomas.A.Steffens@usace.army.mil); Ridings, Rob; Carpenter,Kristi Subject:2 LIBR projects Attachments:Wilson 83 LIBR Permit app.pdf; Nash 140 LIBR Permit App.pdf Any questions or additional info needed let me know.. Chad Coggins Environmental Officer (Div 4) North Carolina Department of Transportation 252 296-3529 office 252 717-8699 mobile tccoggins@ncdot.gov 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 ;; Water Resources ENVIRONMENTAL OUALITY PAT MCCRORY DONALD R. VAN DER VAART s�-��a�� S. JAY ZIMMERMAN Attachment L: Low Impact Bridge Replacement Process Low Impact Bridge Project No.: SF-970083 County Wilson Bridge No. 83 over Juniper Creek WBS Element Number 17BP.4.R. 74 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: July 27, 2016 Applicant Name: NCDOT Applicant Address: NCDOT Division of Highways P.O. Box 3165 Wilson, NC 27895-3165 Primary Contact for Project: Chad Coggins Phone No.:(2521296-3529 Is this an after-the-fact application: Yes X No River Basin: Neuse Stream Classification: C NSw 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 #83 which is currently a 2 span 36' x 25' bridge with a 1 span 65' x 30' bridge over Juniper 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 a grated inlet located beyond buffer zone 2. A rip rap dissipater pad is provided at the outlet of the proposed system to dissipate energy before entering the buffer zone. On the northeastern quadrant, there is a small portion of ditch realignment that will be lined with riprap to slow water down prior to entering buffer zone 2 in order to protect the integrity of the buffer zones. There are 3219 square feet of impacts to Buffer zone 1 and 1342 square feet of impacts in Zone 2 that will be associated with this project. -� -� � Signature: � � � �� f ' `' � � �� Print Name: Chad Coggin Statc of North Carolina IEnvironmental Quality I Water Rcsourccs 167.7 M a�1Sen�i� Center, Ra�i�h, Noxth Cam.flia 27699 ].617 Phone:919�07-(300 Attachment G: Low/Minimal Impact Bridge Project Data Sheet � TIP NO Div Managed 2 WBS Element No. 17BP.4.R.74 3 Coun Wilson 4 Brid e Number 83 5 Description Juniper Creek/Bloomery Swamp 6 Basin Neuse 7 Classification C NSW 8 S tre a m S I N 27-86-6-2 9 T e Inland 10 Size 15' 1'I T e 2 s an 12 Existing Structure Size 36'LX25'W 13 Suff. Ratin 67.17 15 Proposed Structure Size 65'L�iO'W 16 Stream USACE LF 0 17 NCDWQ Im acts LF O 18 USACE Im acts AC O 19 Wetlands Non 404 Im acts AC 0 20 CAMA Im acts SF O 21 NC DWQ Buffers Impacts (SF) BZ1 3219 BZ2 1342 22 Buffer Applicaton Required (>40 ft) (Y/N) Yes 23 State Stormwater Permit Re uired Y/N No 24 Habitat Yes for DWM 25 T&E S ecies Present No 26 Bio Conclusion MANLAA 28 Moratorium Dates N/A 29 Native/Hatche No 30 Trout S ecies Present No 31 Trout Waters Trout Conditions Y/N No 32 WRC Reviewer No 33 CAMA AECs No/GIS Confirmed 34 Essential Fish Habitat No/GIS Confirmed 35 Nav. O enin No/GIS Confirmed 36 USCG Permit No/GIS Confirmed 37 Historic Pro erties No/HEU Confirmed 38 Archaeolo ical Resources No/HEU Confirmed 39 Tribal Lands No/GIS Confirmed 40 4 Resources No/GIS Confirmed 41 6 LWCF Resources No/GIS Confirmed 42 Wild and Scenic River No/GIS Confirmed 43 Federal Lands No/GIS Confirmed 44 TVA Area No/GIS Confirmed 45 FEMA Bu out No/GIS Confirmed 46 FEMA Flood Stud MOA/H dro 47 USTs Haz Mats No/GIS Confirmed 48 Relocatees No/GIS Confirmed 49 Location LAT 35.7743 50 LONG 78.0329 51 Project Comments Completed by: � �.'�i�d' 7/27/2016 Division Environme I fFicer Date k 11�;1 l�t'<1)' North Carolina Department of Transportation �\ SL[��'tl]�Ydt['r Highway Stormwater Program ��d1 STORMWATER MANAGEMENT PLAN �'�-�-= (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 176P.4.R.74 TIP No.: SF-970083 County(ies): Wilson Page 1 of 1 General Project Information WBS Element: 17BP.4.R.74 TIP Number: SF-970083 Project Type: Brid e Replacement Date: 4/5/2016 NCDOT Contact: Chad Coggins (Division Environmental Officer) Contractor I Designer: Wetherill Engineering, Inc./ Dustin D. Creech, PE Address: Highway Division 4 Address: 1223 Jones Franklin Rd. 509 Ward Blvd. (PO Box 3165) Raleigh, NC 27606 Wilson, NC 27895 Phone: 252-237-6164 Phone: 919-851-8077 Email: cco ins ncdot. ov Email: dcreech 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): 0.071 Mi. Surroundin Land Use: Wooded/Sparse Residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.2 ac. 0.2 ac. Typical Cross Section Description: (2) 10' Paved Lanes with 3' grassed shoulders outside of extents with guardrail. W here (2) 9' Paved Lanes with grassed shoulders guardrail is present, variable width full depth paved shoulders to 4.5' wide with an additional 3' grassed shoulders. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 200 Year: 2025 Existin : 160 Year: 2016 General Project Narrative: The purpose of this project is to replace the structurally deficient bridge on SR 1378 with a new bridge. The existing bridge consists of two spans (2 @ 17' 9") 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 4'-0" 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 a grated inlet located beyond buffer zone 2. A rip rap dissipator pad is provided at the outlet of the proposed system to dissipate energy before entering the buffer zone. On the northeastern quadrant, there is a small portion of ditch realignment that will be lined with rip rap to slow water down prior to entering buffer zone 2 in order to protect the integrity of the buffer zones. No alterations were made to the existing ditch conveying roadside drainage through buffer zone 2 on the northwest quadrant. Fill slopes will catch at the top of the existing roadway fill and not impact wetlands present within the project limits. Waterbod Information Surface Water Body (1): Juniper Creek NCDWR Stream Index No.: 27-86-6-2 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: Nutrient Sensitive Waters 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) � •, � V � � O V See Sheet 9-A f��or Index of Sheets �5�� $1°�� $�1.��1�� WILS01� CO U1�TY LOCATI0IV: BRIDGE NO. 83 OVER JUIVIPER CREEK 011t SR 1378 (EATMON ROAD) TYPE OF WORK GRAD7IVG, DRAI11lAGE, PAVING F� STRUCTURE WETLAND AI�� SURFACE WATER IMPACTS PERMIT A � � � 0 0 � � � O BEGIN NCDOT PROJECT I7BP.4.R.74 —L— POT STA.12 + 08.00 �I � � \ —z� I �._— �— — I / SR 1378 I I EATMON ROAD �� BEGIN BRIDGE STA.13 + 62.98 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) DESIGN DATA ADT 2016 = 160 T = 6 % * V = 45 MPH (TTST =3% + DUAL =; FUNC CLASS = RURAL LOCAL REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT 176P.4.R.74 = LENGTH STRUCTURE PROJECT 17BP.4.RJ4 = TOTAL LENGTH PROJECT 17BP.4.R.74 = NCDOT CONTACT.• WADE A. HARPER O7VISlON 4 BRIDGE PROGRAM MANAGER �P� �0 �P STaTE STwTe PROJGCT RCPERENCE NO. GLI �oc�o 17BP.4.R.74 17 B P.4. R. 74 __________ ___________ We� ETHERILL � ENGINEERING � END BRIDGE STA.14 + 28.00 g� 1 � �� ob �S�ILpI� Sg 13 � � TO � ��. �� END NCDOT —L— POC STA. IS + 83.00 DIVISION OF HIGHWAYS DIVISI0111 FOUR 509 Ward Boulevard, Wilson NC, 27895 0.059 MILES zOl2 STANDARD SPECIF7CATIONS 0.012 MILES EDWARD G WETHERILL, PE RIGHT OF WAY DATE: — 0.071 MILES PROJECT ENGINF.F.R LETTING DATE: I GREG S. PURVIS, PE OCTOBER 2016 PROJECT DESIGN ENGINEER SHEET TOTA1. SHEP.TS � . UTIL., WW 1223 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 #970083 ROW PLAIVS PERMIT DRAWING SHEET 1 OF 4 1�F�lE�.dl�1[I�V s�i8� 1P1L �N� DO NmT USE FOR COrSTRUCTION DOCUMENT NOT CONSIDEREU FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGIIVEER P.E. ROADWAY DESIGIV ENGINEER P.E. �_. ,---•■��.��..�. ��a_ ■■i ■■■�!!e�!�■��■� i■■■■ ■■■! iire�7:�Ti�i 1■1 I �IP ►:::►��.�i'i��►:� r��g '�� ii'��,� �� `'. i„ � - - . ;��;r � � � J�:rr ,��dBl�tico�.�l eG� i �e °' :� �� od�... {��:�.... ■■■■■■�if��■�n■w■■■w■■■■■w�■■�■■w�■■��■rs��a■■■■■i�■- ■■■■■■un�n�n�■��n��m��a■��i��Lg�■■■■■�■�■■■■■■i■■ ■■■■■■11`JV�`J■��i�nw�wi��r��w��innna��i■ ■■■■■■11■■■■■■■■■■■■Z�tLvs��■L'JCLVS��LV�UI■■■■■■■■ ■■■■■■1��■�■�■��!!7C'i��■■■■■■■■■■■■■■■■■■■■■■■■■■ ��;�wi�MN�■��■■■■�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ • 1 ■■n�!�n��r�u�u �►.w■■■■■■�■ ■�■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■11YffOrilld�i �r■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ eeee��e��ee.�...�.e.�...�.e.��..�.e.�..��.e.�... ■ 998999:E8Ea9�:::898E�9:E8�llll��p��1 I - E�°��L�.��iiiii ��- . � + —^� � ■ �► ` �� .��.�� ._.� .��,�:o . : ��H•• � :�_��:�::�:��...:;.,e;c��.ia�.....; d�1111111�/��11E�1��1e ��I�� ° ' �� ....��■■■■■��sl.��i�11�1119�i1��if��....�. - �---•■��.��..�. ��a_ iii ■■■�!�e��■��■� i■■■■ i■■■��a�==:�■� � �IP ►:::►��.�i'i��►:� r��g '�� ii'��,� �� `'. i„ � - - . ;��;r � � � J�:rr ,��dBl�tico�.�l eG� i �e °' :� �� od�... {��:�.... ■■■■■■�if��■�n■w■■■w■■■■■w�■■�■■w�■■��■rs��a■■■■■i�■- ■■■■■■un�n�n�■��n��m��a■��i��Lg�■■■■■�■�■■■■■■i■■ ■■■■■■11`JV�`J■��i�nw�wi��r��w��innna��i■ ■■■■■■11■■■■■■■■■■■■Z�tLvs��■L'JCLVS��LV�UI■■■■■■■■ ■■■■■■1��■�■�■��!!7C'i��■■■■■■■■■■■■■■■■■■■■■■■■■■ ��;�wi�MN�■��■■■■�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ • 1 ■■n�!�n��r�u�u �►.w■■■■■■�■ ■�■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■11YffOrilld�i �r■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ eeee��e��ee.�...�.e.�...�.e.��..�.e.�..��.e.�... ■ 998999:E8Ea9�:::898E�9:E8�llll��p��1 I - E�°��L�.��iiiii ��- . � + —^� � ■ �► ` �� .��.�� ._.� .��,�:o . : ��H•• � :�_��:�::�:��...:;.,e;c��.ia�.....; d�1111111�/��11E�1��1e ��I�� ° ' �� ....��■■■■■��sl.��i�11�1119�i1��if��....�. - 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 -L- STA. 12+08 to 15+83 1@65' 24" Cored Slab TOTALS*: 0 0 0 *Rounded totals are sum of actual impacts NOTES: No Impacts 2013 10 24 � �oz� o'�i N��n aM0 i iOj �ee MNd •, � V � � O V See Sheet 9-A f��or Index of Sheets �5�� $1°�� $�1.��1�� WILS01� CO U1�TY LOCATI0IV: BRIDGE NO. 83 OVER JUIVIPER CREEK 011t SR 1378 (EATMON ROAD) TYPE OF WORK GRAD7IVG DRAI11lAGE PAVING F�' STRUCTURE BUFFER IMPACTS PERMIT A � � � 0 0 � � � O BEGIN NCDOT PROJECT I7BP.4.R.74 —L— POT STA.12 + 08.00 �I � � \ —z� I �._— �— — I / SR 1378 I I EATMON ROAD �� BEGIN BRIDGE STA.13 + 62.98 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) DESIGN DATA ADT 2016 = 160 T = 6 % * V = 45 MPH (TTST =3% + DUAL =; FUNC CLASS = RURAL LOCAL REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT 176P.4.R.74 = LENGTH STRUCTURE PROJECT 17BP.4.RJ4 = TOTAL LENGTH PROJECT 17BP.4.R.74 = NCDOT CONTACT.• WADE A. HARPER O7VISlON 4 BRIDGE PROGRAM MANAGER �P� �0 �P STaTE STwTe PROJGCT RCPERENCE NO. GLI �oc�o 17BP.4.R.74 17 B P.4. R. 74 __________ ___________ We� ETHERILL � ENGINEERING END BRIDGE STA.14 + 28.00 g� 1 � �� ob �S�ILpI� Sg 13 � � TO � ��. �� END NCDOT —L— POC STA. IS + 83.00 DIVISION OF HIGHWAYS DIVISI0111 FOUR 509 Ward Boulevard, Wilson NC, 27895 0.059 MILES zOl2 STANDARD SPECIF7CATIONS 0.012 MILES EDWARD G WETHERILL, PE RIGHT OF WAY DATE: — 0.071 MILES PROJECT ENGINF.F.R LETTING DATE: I GREG S. PURVIS, PE OCTOBER 2016 PROJECT DESIGN ENGINEER SHEET TOTA1. SHEP.TS � . UTIL., WW 1223 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 #970083 ROW PLAIVS PERMIT DRAWING SHEET 1 OF 4 1�F�lE�.dl�1[I�V s�i8� 1P1L �N� DO NmT USE FOR COrSTRUCTION DOCUMENT NOT CONSIDEREU FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGIIVEER P.E. ROADWAY DESIGIV ENGINEER P.E. �_. ,---•■��.��..�. ��a_ ■■i ■■■�!!e�!�■��■� i■■■■ ■■■liire�:�Ti�il■1 � �I_P ►:::►��.�e'�ji��►:� r�� I�� ii�i0�,7� III `'. I�I � � � 11 I � '' �� Jilr� ,��d��lco�.�� ee' i e �� -- ��od�, � �� ■■■■■■�if��■�n■w■■■w■■■■■w�■■�■■w�■■��■rs��a■■■■■i�■- ■■■■■■un�n�n�■��n��m��a■��i��Lg�■■■■■�■�■■■■■■i■■ ■■■■■■11`JV�`J■��i�nw�wi��r��w��innna��i■ ■■■■■■11■■■■■■■■■■■■Z�tLvs��■L'JCLVS��LV�UI■■■■■■■■ ■■■■■■1��■�■�■��!!7C'i��■■■■■■■■■■■■■■■■■■■■■■■■■■ ��;�wi�MN�■��■■■■�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ • 1 ■■n�!�n��r�u�u �►.w■■■■■■�■ ■�■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■11YffOrilld�i �r■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ 998999 E8Ea9� :.898E�9 EB�IIIIF��_e•�••��•e•��I�f � ■ G■� ■ ��p��4��• E�°��L�.��iiiii ��- ��i� �� . �._.� .��,�:o . : ��•• � :�_��:�::�_;��...:;.,e;c��.=a�.....; �1��1111111�/r��311E�1��ie �� ° ' �� ■■■■��■■i■■��o%�i�'1iClll�i��1�.''�'��iii��■■■�■ � �_. ,---•■��.��..�. ��a_ ■■i ■■■�!!e�!�■��■� i■■■■ ■■■liire�:�Ti�il■1 � �I_P ►:::►��.�e'�ji��►:� r�� I�� ii�i0�,7� III `'. I�I � � � 11 I � '' �� Jilr� ,��d��lco�.�� ee' i e �� -- ��od�, � �� ■■■■■■�if��■�n■w■■■w■■■■■w�■■�■■w�■■��■rs��a■■■■■i�■- ■■■■■■un�n�n�■��n��m��a■��i��Lg�■■■■■�■�■■■■■■i■■ ■■■■■■11`JV�`J■��i�nw�wi��r��w��innna��i■ ■■■■■■11■■■■■■■■■■■■Z�tLvs��■L'JCLVS��LV�UI■■■■■■■■ ■■■■■■1��■�■�■��!!7C'i��■■■■■■■■■■■■■■■■■■■■■■■■■■ ��;�wi�MN�■��■■■■�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ • 1 ■■n�!�n��r�u�u �►.w■■■■■■�■ ■�■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■11YffOrilld�i �r■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ 998999 E8Ea9� :.8 E:�9 EB�IIIIF��_e•�••��•e•��I�f � ■ G■� G ■ ■ ��p��4��• E�°��L�.��iiiii ' ��- ��i� � �� . �._.� .��,�:o . : �` ° ii:��11�� '��■.---- . ■ �►�� ■■■■■■ ��.. . . .��.�..,..��ie��ep.C,_• �a�� ....��iiiiiii��i��iC11�119�11�P��if��....�. ° __ u��r,�� .■! . 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 (ft2) (ft2) (ft2) (ft2) (ftZ) (ft2) (ft2) (ft2) 1 1@65' 24" Cored Slab -L- STA. 12+08 to 15+83 X 507.6 1339.1 1846.7 X 2711.0 2.9 2713.9 TOTAL: 3218.6 1342.0 4560.6 0.0 0.0 0.0