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HomeMy WebLinkAbout20161268 Ver 1_Meeting Note_201606160 NEPA/Section 404 Merger Informational Meeting Proposed US 17 Hampstead Bypass Pender County State Project 40191.1.2 NCDOT STIP Project R-3300 Corps Action ID 2007 1386 June 16, 2016 at 10:15 a.m. 1 V ` / � J � North Carolina Department of Transportation (� Structure Design Conference Room C NCDOT Century Center Building A 1000 Birch Ridge Drive, Raleigh, NC 27610 i NEPA/Section 404 Merger Informational Meeting Proposed US 17 Hampstead Bypass Pender County 1. Sign-in and Introductions 2. Purpose of I�leeting 3. Overview & Project Status 4. R-3300 Service Road 14 5. Discussion NCDOT STIP Project R-3300 State Project 40191.1.2 Corps Action ID 2007 1386 June 16, 2016 Meeting Agenda ii 1 1 �,.,� US Army Corps of Er►ptneen� vVi�muigton Distr� Purpose of Today's Meeting The purpose of today's meeting is to present potential design revisions developed in an effort to minimi�e �vedand impacts associated with US 17 Hampstead Bypass (STIP Project R-3300) Service Road (SR) 14. NCDOT's goal is to obtain NEPA/Section 404 merger team concurrence on avoidance and minimi7ation (CP 4A) for US 17 Hampstead Bypass. Project Description The pYoposed US 17 Hampstead Bypass will extend from the existing US 17 Wilmington Bypass in New HanoveY County to e�cisting US 17 noYth of Hampstead in Pender County. Project development studies for the proposed US 17 Hampstead Bppass have also included the proposed SR 1409 (Militarp Cutoff Road) extension (STIP Project U-4751�. The ttivo projects would form a continuous Yoadway, extending from US 17 Business (Market Street) in Wiln-ungton to e�sting US 17 north of Hampstead. Environmental documents pYepared have coveYed both pYojects. Project Status A State Record of Decision covering both the proposed Military Cutoff Road Extension and the proposed US 17 Hampstead Bypass was signed on September 30, 2014. Federal draft, supplemental and final environmental impact statements were previously prepared for the projects. B ackground Concurrence Points 1 thtough 3 addressed both Projects U-4751 and R-3300 together. Concurrence Point 4A (avoidance and minimi7ation) foY the two pYojects was addressed separately. NCDOT originally discussed and the mexger team concuYred on avoidance and minimi7ation for the two projects prior to NCDOT determining service road locations. After service road locations had been determined, the mexgeY team requested service Yoads be included in the discussion of avoidance and minimi7ation measures. A NEPA/Section 404 mexger informational meeting �vas held on January 22, 2014 to discuss proposed service road locations for US 17 Hampstead Bypass and Military Cutoff Road Extension. The merger team agreed on the locations of, as well as avoidance and minunization measuYes for, the two proposed service roads for Militarp Cutoff Road Extension and a revised concurtence form was signed on Apri123, 2014. The merger team also agreed upon avoidance and minimi7ation measures for SR6 for the US 17 Hampstead Bypass, but did not agree on the locations of all of the proposed service roads for the Bypass. At the January 22, 2014 informational meeting, the Corps of Engineers and Division of Water Resouxces requested additional information regarding how �vedand impacts associated with R-3300 SR14 could be minimi�ed. Additional information was provided following the meeting, but no agreement was reached on Concurrence Point 4A. AgYeement on avoidance and minimization measures for SR 14 is the outstanding issue regarding concurxence on CP 4A for the proposed bypass. US 17 Hampstead Bypass Service Road 14 SR14 begins in the northeast quadrant of the Hoover Road overpass over proposed US 17 Hampstead Bypass. FYom Hoover Road it extends east, running parallel to the US 17 Hampstead Bypass right-of- �vap. SR14 provides access to four parcels that would otherwise be landlocked as a result of the proposed bypass. It �vould also provide access to a power line easement and a cell to�ver to the north of the bypass in this area. , The oYiginal concept for SR 14 as presented in the U-4751/R-3300 FEIS ended in a wetland area. This concept has been modified so that SR 14 now ends in an upland. SR14 is approximately 1.4 miles long and would impact 8.73 acYes of �vedands (see attached figure tided Service Road Study Opt. #14). `�1ith this design, SR14 would reduce project costs by approximately $7.7 inillion. To minimi�e wedand impacts, a concept to shorten SR14 by appYo�rnately 2,610 feet and terminate it in an upland area has been developed. However, an additional service road extending from the intersection of Jenkins Road and St. Johns Church Road would be required to provide access to the Jamestown Pender LP property. The Jenkins Road extension would bridge US 17 Hampstead Bypass and end in an upland axea on the Jamestown Pender LP property. This alternative SR14 design is shown on the attached figure tided Service Road #14 ALT Sheet 2 of 2. This option would reduce SR14 wetland impacts by appYoximatelp 4.11 acres. Construction costs would increase by approximately $2.75 million. An impact summary foY the current and proposed SR14 designs is shown in Table 1. Due to the substantial increase in construction costs associated with the shortened SR 14 design, NCDOT does not recommend shortening SR 14 and constructing a second service road to the fout othenvise landlocked parcels bp extending Jenkins Road. Table 1. Stu�imary of Impacts foY Service Road 14 Options Current SR14/SR17 Featurel SR14 iJenkins Rd. Ext. Len th miles 1.4 1.2 Delineated Wetland Im acts acres 8.73 4.62 Delineated Stream Impacts (linear feet 0 0 Forest acres 14.26 14.54 High Quality Waters Watershed (HQW, OiZW, WS Protected or Critical Areas) (acres) 0.00 0.00 Construction Cost in millions $2.45 $5.20 Total Savin or Cost Deficit in millions -$7.734 -$4.984 lImpact calculations aze based on preliminary design slope stake limits plus an additiona125 feet. Service road slope stakes plus 25 feet boundaries clipped to mainline proposed ROW file to avoid overlap when calculating impacts (where applicable). Figure 1 PROJECT VICINITY US 17 Corridor Study NCDOT TIP Nos. U-4751 and R-3300 New Hanover and Pender Counties oF NonTH �� y�� North Carolina ; � Department of Transportation � Qo� F�OG TPPN�' OF IdORTg C ,�F' '�O �P � � >e b x ea ,e O \�. A I ��`' T R M � � Z SERVICE ROAD #14 ALT SHEET 1 OF 2 �4- 'Y.lS' P/ S7n� r! 33 �(l7TJ P/ S�o fRiJ ��/ � � % R � � Pl SYa���3lUJ P/ S7o � fRT1 � � ,�g � � R � �lGAO' R - P/ Sia�+7�p,�Q61 fLTI $ ` 48 'r R � g�°�' �«, � � � R=y � LEGEND ___� ------ F I L L TRANSITION _----- CUT - CORRIDOR 2 � 2 �� SCALE FUNCTIONAL PLANS DO NOT USE POR CONSTRUCTIOiI PLANS PREPARED BY: C ALYX� ENGINEERS + CONSULTANTS Form�rly Mulky En91�wn 6 Conwlbrks 6750 TRYON ROAD CARY, NC 27518 phone: 919.851.1912 CALYXengineers.com NC License # F-1333 R ri::s . . �� :, 1:ix,.t�,�.dyta+►�'hr"...�";,��}y"� �n.� llt��"`�' �.r'�a'�'w'' T � i•.. � •'h � ; �%-,in ,9: •t � q # .1 S � T��, -,�fiT � ,� a�^R y�y�� � , ,. ; - . � - . , , .r _ , .. . , �t � r>�x;, ' ' �. � ;'., �3 r K, �: r ' � _ � �1,�.�- g � � �, t ? { � p^tir�'. 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' � • ,, . e��,, ', ., , ,: #� �t � o F�' ..� �,�c - �.tA��� �.�� �x., a.E `� � fy � .% �� wb , �ry1 r.», ..a, �_ �`E1'� � - a� = �-`.:� � . ., _. , ..��5 �. t�� ..� .. �: �4 .. �_h .� .,,�/g � ' �� '% � ,a.m"' •. � ��.- � . e5 �Y C � '_ _ -__ ._-__ . . . . . _ _ _ _ . . .._._... __-___ __.._ ._ _ . ......._.� DocuSign Envelope ID: 9C94FCDE-7996-4779-B51C-4025E1E38CD7 Section 404/NEPA Interagency Agreement Concurrence Point No. 4a Avoidance and Minimization Project Title and Project Numbers: Proposed US 17 Hampstead Bppass, New Hanover and Pendet Counties, TIP No. R-3300, State Project No. 40191.1.2, Corps Action ID 2007 1386 LEDPA/Recommended Alternative: US 17 Hampstead Bypass �Altemative E-H Avoidance and Minimization: US 17 Hampstead Bypass Alternative E-H m�+��ms7es impacts to resources. However, it is not feasibie for the proposed project to completely avoid 'vnpacts to the Watets of the US and still meet the purpose and need of the project. The following avoidance and� m;nimization efforts have been incorpoxated into the proposed project: Section 404 Avoidance and Minimization Measures ■ 3:1 slopes are proposed in wedand axeas and adjacent to streams. ■ US 17 Hampstead Bypass was Yealigned between Station 443+00 and Station 529+00 as it approaches and crosses Harrison Cxeek Road_ Wefland impacts were xeduced by 4.77 acres_ Impacts to streams were reduced by 5.93 ]ineax feet. ■ US 17 Hampstea.d Bypass was realigned in ehe -vicinity of the NC 210 intexchange between Sfation 553+00 and Station 601+00. Wetland impacts wexe reduced by 0.78 acte and stream impacts were reduced by 2581ineax feet. ■ US 17 Hampstead Bypass was realigned in the vicinity of Holiday Drive betcveen Station 650+00 and Station 714+00_ Wetland impacts wese reduced by 7_99 acres. However, the shift results in additional impacts to streams of 3321inear £eet. Additional Avoidance and Minimization Red-cocka�led [�oodpecker Prior to Concusrence Point 3, the proposed northern US 17 Hampstead Bypass interchange was moved from its Iocalion north of the Topsail School Complex to south of the schools to minimi�e impacts to red-cockaded woodpeckex (RC� foraging habitat At the corridox public hearing, the public was opposed to the interchange Iocation south of the schools because it limited thru-traffrc on eaisting US 17 nozth of the schools. In response, a new local interchange is proposed north of the Topsail Schools CompJ.eg (Option 6TR). This additional interchange nses a reduced desi.gn to avoid affecting RCW foxaging habitat. If RCW foraging habitat ceases to exist at the northern intexcbange at the time NCDOT applies for authorization from the Cotps of Engineexs to construct the pxoject, the Department will revisit the original inteYchange design., known as Alternative E-H ORIG. As currentlp described, Page 1 of 3 DocuSign Envelope iD: 9C94FCDE-7996-4779-B51C-4025E1 E38CD7 TIP ProjectNo. R-3300 Concurrence Point 4A Alternative E-H ORIG would further rrLn_i_mi�e wefland impacts compaxed to Altetnative 6TR, which is NCDOT's preferxed. I�ater Qualitp and Etosion ConttoJ � � Old Topsail Creek and Nixons CYeek are designated as Commercial Shellfishing, High Quality Waters (SA; HQ� bp the North Carolina Divi.sion of Water Quality. Tributaries of these streams (NSA, NSF, NDITCHI and ZTRIBI} are designated SA; HQW due to the classification of theix receiving waters. Design Standards in Sensitive Watersheds will be implemented for NSA, NSF, NDITCHI and ZTRIBI duri.ng project construcfion. Community �mpacts and Relocatians o In response to public input and concerns over lack of access, an interchange bas been added north of the Topsail Schools Complex to maintain access along existing US 17 (Option 6TR). 'I'ht.s intexchange will pYovide the access requested by the public. Tt uses reduced design criteria to minimize impacts to RCW habitat and the Topsail Schools Complex, and avoid a Pender County watet tower. If RCW foraging habitat cea.ses to exist at the northern intexchange at the rime NCDOT applies fot authorization from the Cdrps of Engineets to construct the project, the Department will revisit the original interchange design, known as Alternative E-H ORIG. As currendy described, Altemative E-H ORIG would further minimize we$and impacts compated to Alternative 6TR, which is NCDOT's preferred. ■ Control of access was reduced along the west side of existing US 17 neaz t1�e project's northern temunus Co minimi7e izs�pacts to a business and a chutch. It is egpected that design modifications will tesul.t in three fewer Yesidential relocations, four fewer business relocations and one less non- pxofit relocation overall. Page 2 of 3 DocuSign Envelope ID:9C94FCDE-7996-4779-B51G4025E1E38CD7 TIP Project No. R-3300 Concurrence Point 4A The ptoject team has concurred on the Avoidance and Muiirnization for the proposed project as listed above. Name Agency Date Dacu5lgned by: �jN'A.a �U.A�t,V' USACE 06/10/2013 y� ssrrzcosoa�aaos�.`. 1 1'�� �"C�1- tri1 USEPA �11� ( l� _ �Oocu5lgned by: .i�ten�;�9tid�.n. USFWS 06/11/2013 �D�D37C92�.. --�OCu5lgned by: S�ve Shc�.l �^ ocu gne Y� D233D46�724847 Pe,n.c,c, JJP.ed�,i.Q,�-�a�.Q.e,�' —Qocuslgned by: i�tblos+� �vttiwa�aw —E795F31BCA9F438... NMF 06/11/2013 NCDCM 06/13/2013 NCSHPQ O6/11/2013 —DocuSlpned by: ' ��, ��n, N�� 06/10/2013 2. 06/10/2013 —DocuSigned by. 'Tra.v�'s �}. �.htso�. NC�RC 06/11/20I3 �DacuSigned by: �315850�8fi97E43fi... °�i.iu, �i,Q.Qe,�.pi.� _ _ NCDOT 06/07/2013 �E9AA3ABEE257aF ��0 f Project is wit n wi mington MPO area, Cap� Fe3.r RP.t�does not need o sign. a e Yeai KY() Page 3 of 3 Revlsed Form - Sirpersedes Fom� Signed on June 13, 2013 SECTION 404/NEPA INTERAGENCY AGREEMENT CONCURRENCE POINT NO. 4A AVOIDANCE AND MINIMIZATION PR❑JECT TITLE AN� PROJECT NUMBERS: Proposed US 17 Hampstead B��pass, New Hanover and Pender Counties, TIP No. R-3300, State Project No. 40191.1.2, Corps Action ID 2007 1386 LEDPA/RECOMMENDED ALTERNATIVE: US 17 Hampstead Bypass Alternative F.-H AVOIDANCE AND MINIMIZATION: US 17 Hampstead Bypass Alternative E-H minimizes impacts to resources. However, it is not feasible for the proposed project to completely� avoid impacts to the Waters of the US and still meet the purpose and need of the project. The following avoidance and minimization efforts have been incorporated into the proposed project: SECTION 404 AVOIDANCE AND MINIMIZATION MEASURES ■ 3:1 slopes are proposed in wetland areas and adjacent to strcams. ■ US 17 Hampstead Bypass was realigned bet�veen Stauon 443+00 and Station 529+00 as it approaches and crosses Harrison Creek Road. `�/etland impacts �vere reduced by 4.77 acres. Impacts to streams were reduced by 5.93 linear feet. ■ US 17 Hampstead Bypass �vas realigned in the vicinity of the NC 210 interchange between Station 553+00 and Station 601+00. Wetland impacts �vere reduced by- 0.78 acre and stream impacts �vere reduced by- 258 linear feet. ■ US 17 Hampstead Bypass was realigned in the vicinity of Holiday Drive bet�veen Station 650+00 and Station 714+00. ��letland impacts were reduced by 7.99 acres. However, the shift results in additional impacts to streams of 332 linear feet. ADDITIONAL AV❑IDANCE AN� MINIMIZATION Red-cockaded Woodpecker Prior to Concurrence Point 3, the proposed northem US 17 Hampstead Bypass interchange was moved from its location north of the Topsail School Complex to south of the schools to minimize impacts to red- cockaded woodpecker (RC��� foraging habitat. At the corridor public hearing, the public �vas opposed to the interchange location south of the schools because it limited thru-traffic on esisting US 17 north of the schools. In response, a new local interchange is proposed north of the Topsail Schools Complex (Option 6TR). This addiuonal interchange uses a reduced design to avoid affecting RCW' foraging habitat. If RCW foraging habitat ceases to exist at the northern interchange at the time NCDOT applies for authorization from the Corps of Engineers to construct the project, the Department will revisit the original interchange design, known as Alternative E-H ORIG. As currendy described, Alternative E-H ORIG would further minimize wetland impacts compared to Alternative 6TR, which is NCDOT's preferred. Water Quality and Erosion Control ■ Old Topsail Creek and Nixons Creek are designated as Commercial Shellfishing, High Qualit�� Waters (SA; HQ`� by the North Carolina Division of �Y�'ater Qualiry. Tributaries of these streams (NSA, NSF, NDITCHI and 7..TRIB1) are designated SA; HQW due to the classification of their receiving Page 1 of 2 TiP Project No. R-3300 Concurrence Point 4A waters. Design Standards in Sensitive Watersheds will be implemented for NSA, NSF, NDITCHI and 7TRIB1 during project construction. Community Impacts and Relocations ■ In response to public input and concerns over lack of access, an interchange has been added north of the Topsail Schools Complex to maintain access along esisting US 17 (Opuon (TR). This interchange will provide the access requested by- the public. It uses reduced design criteria to minimize impacts to RC`�1 habitat and the Topsail Schools Complex, and avoid a Pender Counry water tower. If RC`� foraging habitat ceases to exist at the northern interchange at the time NCDOT applies for authorization from the Corps of Engineers to construct the project, the Department will revisit the original interchange desi�;n, known as Alternative E-H ORIG. As currently described, Alternative E-H ORIG would further minimize wetland impacts compared to Alternative 6TR, �e�hich is NCDOT's preferred. ■ Control of access was reduced along the west side of existing US 17 near the project's northern terminus to minimize impacts to a business and a church. It is expected that design modifications will result in three fewer residential relocations, four fewer business relocations and one less non-profit relocation overall. Service Roads ■ Service Road 6(SRC) �vill be realigned to intcrscct with Farm Road at a T-interscction. The revised alignmcnt �vill reduce wetland impacts for SR6 frc�m approximately� 0.1 � acre to U.02 acre and reduce forest impacts from approximately 1.03 acres to 0.66 acrc. The project team has concurred on the Avoidance and Minimization for the proposed project as listed above. This Concurrence Point 4A form supersedes the Concurrence Point 4A form for TIP No. R-3300 signed on June 13, 2013. NAME AGENCY DATE U Si��,� USEPA USF'��'S Ntifl� NCDCM NCSHPO NCD�iF NCDWR NC��i/RC NCDOT W�1P0 Page 2 of 2