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HomeMy WebLinkAbout20200622 Ver 1_EIS_FONSI_Project 15-0034_20200730US Army Corps of Engineers, Wilmington District CESAW-TS-PE NOTICE OF AVAILABILITY JUNE 25, 2014 A Finding of No Significant Impact (FONSI) has been prepared for the West Onslow Beach and New River Inlet (Topsail Beach) and Surf City North Topsail Beach Coastal Storm Damage Reduction Projects located in Pander and Onslow Counties, North Carolina. The document is available on the Wilmington District's website at Beach.asox. This FONSI has been prepared pursuant to the National Environmental Policy Act (NEPA) in accordance with the Council on Environmental Quality (CEQ) regulations as contained in 40 CFR Parts 1500 to 1508, which directs federal agencies on how to implement the provisions of NEPA. It has also been prepared in accordance with U.S. Army Corps of Engineers' NEPA regulations at 33 CFR Part 230. On July 17, 2013, the Environmental Assessment (EA) for direct impacts of the WL ,,,, �Qlllmuo 1x=UU ,, U,1 r, Vioow renuer anu unsiow uounues North Carolina, was mailed to federal and state agencies and the interested public for a 30-day review and comment period. ,Based on the EA and the comments received from the public, the District Commander has determined that the proposed federal action will not significantly affect the quality of the human environment and an Environmental Impact Statement will not be prepared. This concludes the NEPA process for this action. If you have any questions, please contact Mr. Eric Gasch, Environmental Resources Section, telephone (910) 251-4553, email eric.k.gasch@usace.army.mil, or by writing to 69 Darlington Avenue, Wilmington, North Carolina 28403-1343. /'� Gatwood Chief, Planning and Environmental Branch 1213 `Iq s! I J 201 US Army Corps ' W, Ew of Engineers ®. �. Wilmington District FINDING OF NO SIGNIFICANT IMPACT West Onslow Beach and New River Inlet (Topsail Beach) and Surf City and North Topsail Beach Coastal Storm Damage Reduction Projects Pender and Onslow Counties, North Carolina April 2014 Wcsr Onslon Bea< h mid A'eu, River MCI (7apsail lirurb) and,S'm f('70 and Nor[h bapsail Brach ('oali(il AYorw Aimage Reduc(ion Projccls - - Ipri131)14 Finding of No Significant Impact West Onshm Beach and Ne%% River Inlet (Topsail Beach) and Surf Cite and North Topsail Beach Coastal Storm Damage Redaction Projects Ponder and Onsloty Counties, North Carolina April 2014 TABLE OF CONTENTS Su13JECT: F0INi'ROM VT[ON............................................................................................................... 1 2.0 A].IFRNA'I'IVI{5................................................................................................................I 2.1 Proposed Action - Wilmington District Compatibility Practice ...................................... 1 2.2 Alternatives('onsidered...................................................................................................2 3.0 IMPACI"S OF 11IF: PROPOSED ACIION........................................................................ 3 4.0 CI IANGES TO THC ENVIRONMENT AI. ASSESSMENT ............................................. 5 5.0 ITBLIC AND AGENCY COORDINATION .................................................................... i 6.0 FINDING OF No SIGNIFIC'AN"I' IMPAC 1...................................................................... 6 TABLES: We 1. Summary and comparison of impacts to each resource category relative to the selected andno action alternatives................................................................................................................ 3 APPENDICES: Appendix A -- Responses to EA Comments II're7 On.e/onBca, h mid V'eu Ri ,(r lnlrl (7opsuil Reuch/ amt Sul_iii and Abr//c Topsail Bv(u h ('ousfill 17urcn Auoryte Recludiou M oic c is - l•'( )VS/ ----:I i�(1/a II'rsi Onshnr Bradt on(l AcuRiver hilei I10psuil Bcurh! and.5'ur/Y'in and A'urlh Mpvlil Nruch ('otrstrd Mort lhuuugr ReJnclion Proje(I., - pril ?01 J 1.0 INTRODUCTION The National linvironmental Policy Act of 1961 as amended (NFPA), requires consideration of the environmental impacts fir major federal actions. the proposed action and the em ironmoual impacts ofthe proposed action were addressed in the lKimmuenlal Assessment (FA) forclircct impacts of the West Onslow Beach _and New Riy�er hilel Cl o t�sail Beach) and Surf City and North Fo s nl Bcach Coastal "'torIn, Dama-re lZeduetion I'rojccts. Fender and Onslq,oy counties. North Carolina, dated July 2013. This IEA was a supplement to the I"inal IEIS documents and Records of Decision issued Ibr both of these 50-year storm damage reduction projects; the narrow focus of the supplemental FA was to address the issue of horrow source sand compatibility with these beaches. fhe FA was coordinated with various regulatory agencies and the public and comment letters and memoranda were received. These comments are included With this Finding of No Significant Impact (FONSI) (Appendix A). The purpose ofthis FONSI is to ensure the environmental consequences of the proposed action are considered. that environmental and project information are available to the public, and to document the decision that no significant impacts would occur if the proposal N implemented. this FONSI has been prepared pursuant to NFPA in accordance with the Council on Environmental Quality, (CE(j) regulations as contained in 40 (TR Parts 1500 to 1508, which directs federal agencies on how to implement the provisions of NEPA. It has also been prepared in accordance with Wild States Army Corps of Hnginecrs (USAC'E) NGPA regulations al 33 CFR Part 230. 2.0 ALTERNATIVES 2.1 Proposed Action — Wilmington District Compatibility Practice The purpose of the West Onslow Beach and New River Inlet (Topsail Beach) and Surl City and North Topsail Beach (SC'N 113) Coastal Storm Damage Reduction (C'SDR) projects is to reduce storm damages resulting lions beach erosion and waves along the ocean shoreline orthe study area. 'I o accomplish this, a dune and berm system will be constructed along Topsail Island beach segments. Sand Ibr the beaclifill would be delivered from offshore horroa areas by hydraulic dredging nwdwdologks. Based on the Study phase geotcchnical investigations, it appeared that sufficient saliment was available to meet Be 50 year project lilt. More complete geotcchnical investigations orthe borrow areas have since been conducted during the Pre -construction I'Agiueering and Design (PIED) phase fiir both projects. The additional analyses resulted in a refinement in the borroii area characterizations. A borrow area utilization plan needs to he developed which provides conipatihle heath material for a 50 year project life Ibr each project. 11' w oils hnr flcuch and .Velf Rico hilet I hipsoil /leach) and Surl01Y mid :Vorih 71 psaiil Ue och ('ousiul 5Iorm Donm,,e Reduction Prujectc - F(hVV I pril 2014 I lie proposed action is to implement a borrow area utilization plan which includes the Wilmington District's compatibility practice for beach placementoCsediment. Specifically. this includes, but is not limited to, implementation of: ( I ) a visual classitication and laboratory analysis of v ibracorc sediment samples, (2) use of the federal guidelines for calculating overlill ratios (Section V-4-1 .e.(2)i. of -the U.S. Anny Corps of latgincers Engineer Manual (I{M) I 1 10- 2-1 100. part V. titled Coastal lingincering Manual) and (3) an average weighted line -grained sediment content of less than 10`%u passing (he #200 sieve. The proposed action would provide approximately 13.6 million cubic yards (MCY) for Topsail Beach and approximately 14.6 MC), Ibr SCMI 13 of compatible dredged material for placement on the beach in order to meet the 50 year project life of both projects. A combination ofdredging operational techniques (i.e. coarsening ol' material through losses ol' line -grained sediment during dredging and placement activities), construction management measures (i.e. quality control monitoring. coordination, and con(ingcttcy planning). and screening measures (i.e. physical renewal of incompatible granular material) will be implemented to assure that sediment placed on the beach is "compatible" with the natke sediment. The proposed action would maintain the current borrow area acreage impacts evaluated in the Topsail Beach and SCNT13 HSs and amid the impacts associated v�hll additional ol'Ishore investigations for borrow areas and actual dredging and conveyance of sediment from those sites. 2.2 Alternatives Considered The FA also considered it No Action Alternative. (hider the no action Alternative. no changes would he made to the preliminary borrow area utilization plans identified in the Topsail Beach and SC'N fB FlSs. l he authorized borrow areas would be utilized in compliance with the North Carolina sediment compatibility standards Iband at 15A NCAC 0711.0312. These standards have not been made part of the States approved Coastal Management Plan for purposes ol- Icderal Coastal lone Management Act (C'ZMA) consistency. The District has intbrmed the North Carolina Division of Coastal Management (NC DCM) of its concerns relating to these sediment compatibility standards. One concern raised by the District is applicable to this project: that the state restriction on Zinc -grained borrow material not exceeding the fine-grained content on the native beach by more than 5% can work an unnecessary hardship when the native beach has very little fine-grained component (in this case, sometimes less than 2%). Tlie result is that very good sand with a line -grained component of approximately 7% can be considered incompatible by State standards. (finder this alternative. the State standard would be Billowed. The borrow areas would be used until all identific(I beach compatible ma(crial. as defined by the State standard. is exhausted. Due to very minor differences in line -grained percentages between some borrow sources and the State standard, this alternative would not provide FCdlnrenl volumes to support the 50 year project life of both projects. Additional borrow areas located further offshore would be required resulting in incremental direct and indirect environmental impacts- and increased cost to both projects. E If e.N1 011%lonBel« h uud ,4'('n. Rh cr brlel th)p wil Reuchj onrl.Sur'l ('ill unit A'm th 7opsuil Beach ('o(ojul .SIorw l kuags;e Wdumon Projects - l�7).ArSl ,Ipril 201-1 3.0 IMPACTS OF TllE PROPOSE,) ACTION Table I. Sumn.ary and comparison of iIII pacts to each resource categorc relative to the selected and no action al IcroatiN es. Resource Proposed Action No Action Alternative • Localized short term increase in • Localized short term increase in turbidity fill bidity within the offshore within the offshore dredging localion. in dredging location. in [lie surl'zone. the surfztn.e, and in the immediate area and in the immediate area of sand of sand deposition. deposition. \4'atel' • Additional borrow areas would likely be 011mlily • 1 lie percentage of increase in fine- pul:;tlod further offshore resuhiug in the grained sediment is negligiblem and potential cumulative inerill .'towl area impacts arc not expected to exceed ofdredging related lurbidity within the (lie threshold evaluated in the water column offshore. original EISs. • Localized .shell term lurbidity • localized short terni turbidity disturbance disturbance confined to the beach confined to the beach placement location StIIT/oIIC placement location during during construction. Fishes construction. • Additional borrow areas would Hell, be • 1 he percentage of increase ill line- pursued further offshore resulting in the grained sediment is negligible and potential increase in coilsu'uetion duration impacts are not expected to exceed and risk of extending into the peak the threshold evaluated in the recruitment and abundance periods of surf original IiISs. zone fishes. • Localized, short-term, and • Localized. short-Iernl. and reversible IYVCISIble Impacts to bcwhlc impacts to benthlc Intertidal 11MCtOGRAIM Benl6ic ntertidal macrofauna from direct frrnn direct burial, increased lurbidity in burial, increased uu'bidily in the the surfzonc, or changes in the sand Resources surf zone. or changes in the sand grain size or beach profile. Surf'7.olle grain size or beach profile. Additional borroly areas would likeh be • I he percentage of increase in fine- pursued further ofltihore resulting in Ile grained sedimcnl is negligible and potential increase in construction ....pacts we not expected to exceed duration and risk of extending into the the threshold evaluated in the peak rccmiuncnt mod abundance periods original FISs. of intertidal mactolauna. ficmhic • Localized and tunpol try turbidity • Localized and temporaly turbid6 RevoltI es - Impacts vyetlld not exceed (lie impacts, Nearshore impact Ihreshold considered in the . Additional bonem areas.vould likely be Occa❑ relerenced F.ISs. pursued lilrther oftshorc resulting in the potential lllereaSC in cunullative acreage ol,directbenthic resoul'ec impacts. 3 If'ieq ou.cknr Beach ailo''VcII River lu/et ILtlt.cui! !leach) and h'ur%('ity cnnl 1 orlh Iopwil lieuIt( ',Imm/ 17orm bumu,e Reduction Projects - 1�7),A`S'l Jim il'lIN Resource Proposed Action No Action Alternative • 1 he pelcenlagC of -increase in fine- • Addmomd borrow v'cas would likely he GI I I grained sedilliew is negligible and pursued further offshore %vLill a high I lard %could not lC ull it an incremental likelihood ol'encounleringadclitional d1lect not prceiously evaluamcl or moderate and high relief hard bottom Hotlonls result in an increase in sediment communities requiring additional dispel_sion that wwuld require a surveys. coordination. and devClopnlenl roevalua(ion of buffer distances. of mitigative buffers. I • The project Slav Affect_ Not . Additional hourow teas vcould likely hr— Lndangcrcd Likely to Advelselp Affect the pm'SLIM furtheroffshorc. Incteased haul Mid piping plover. seabeach autaranth. distances could require additional lime [o l Threatened and loggerhead, lealhcrhack, and complete a nourishmwnt event: Thus. leell sea turtle and Not Likely to increasing the risk of sea turtle Species Aversely Modify critical habitat entrainment. for piping plovers. Recreation hhe pelcentage of increase in fine- • Additional borrow areas %could like]y he mid gl'allled sediment IS negligible and IM SaC(l filltllCloIIShorC. lllCl-CaSCCI haul Aesthetic would not rcstll in a discernible distances Could require additional lime to 1Zcsourecs increase in impacts to recreational complete a nourishment event and I and aesthetic resources, extend into the peak recreation season. CA II c.ct Onslow Beach and A'ew River Met (l bpsoil Bcachl oat SrwI ('itrand Vorth I ipsail Beach ('oawol Slot in Annage Reduction Projects - FO V'S'l _ - 4pr"1 J 4.0 CHANGES TO TFIE ENVIRONMENTAL ASSESSMENT Section I.l relcrenced the 1VWest OnSION Beach and Nev4 River Inlet ('Topsail Beach). North Carolina and SUN Ili C'SDR projects for more cstcnsive background inbotination pertaining to project related environmen(al impacts in accorelancc with the VITA of 1909. as amended. 'I'his section has been rev iced to include the following paragraph. which rellects that (lie Burcau of Uccan Energy Management (BOEM) is a Cooperating agency on (lie SCM 13 project and clarifies their involvement in the NFTA process: The U.S.. Bureart o/Ocean Energy Hallagement (BOEM) .served as a cooperatinif agency au the 2010 S( \T13 ELS'. ant its glhorr ou' areas locatedd nn the Fedcr(d Otter ('onlinental Shelf (O('S) a ould require authorizations from 13O1:dIto undertake the proposed project. 7'he BOEM has juri.vdiction over mineral resources on the Federal Outer Continental Shell (O('S) puni and to section 8(k)(2)(d) q/'the OCS Lanais act. The US, l C'l, .serves aslee« l itedera/ agenel Jbr Ii,SA ,Section , crud Me, EF11 cort.ctthwimrson this project. Further, the US1f ('E (tlso serves (Is the land lederal cr,Irencv lur the AWPA Section 106 crud (YMA Section 301 complirurce with BOEM acting in a consrthing role. 5.0 PUBLIC AND AGENCV COORDINATION On 17 July 2013 the FA for direct impacts of the_West Oils Iow 13each and Nesa River Inlet To sail Beach) and Surf CIIV and North Topsail Beach Coastal Storm Damage Reduction Projects, Ponder and Ons mo counties. North Carolina was mailed to federal and state agencies and file intcrestcd public for a 30-daN review and comment period. The FA and the comments received From the public have been consicicred in the decision to prepare this FONSI in accordance with NITA requirements, Lelters and memoranda on the FA were received fi-om the following: Federal Agencies Burcau of Ocean i:nergN Management Office of SUI'faee Mining Reclamation and knforcemcnt Fm honmental Protection Agency US Fish and Wildlife Service State Agencies North Carolina Department of Administration Slate Clearing Ilouse North Carolina Department of Fnvironmenl and Natural Resources - North Carolina Department ofC'Ultural Resources -State I lis(oric PfCSCI'VallOn O(lice - North Carolina Division of Water Resources. Public Water Supply section - North Carolina Wildlilc Resources Commission North Carolina Office of C'onservalion, Planning. and C'onununith' Affairs. National I Icritage Program North Carolina DcparUneni oft ransportation I I es/ ons/ov Brach and clI Hirer /nlet ! l himuil Bem hA and .Snrl Cal and A'nrth I opsuil Beach ('unsiul .Germ l)uno,i�e Reflut uon Prop,(is - kavlY Ipril d0N North Carolina Division of Fmergcncy Management. Ploociplain Management Program North Carolina Div isian of Land Qualit} Elected 01, icials None Local Agencies/Entities None Conservation Groups None Universities None None of the continents received identified any reasonable alternativcS or major issues that were not aheacly addressed in the FA or the projects' respective FIS documents. Clarifications regarding Endangered Species cllccts, ranee ol'allernativcs, and CYMtAcemsistcnca can he fiwnd in the IISA(T responses to comments in the following Appendix, and confirm that each of these issues has been adequately addressed. All comments and associated responses arc included in Appendix A. 6.0 FINDING OF NO SIGNIFICANT IMPACT I have reviewed the FA for direct impacts of the supplemental actions idcntilied in the West Onslow Beach and New River Inlet Topsail Beach) and Suff City and North Topsail Beach Coastal Storm Damage Reduction Proiccts. Pender and OnSIM counties, North Carolina Environmental Assessment, dated July 2013. the information provided by interested parties, and the information contained in this Finding ol'No Significant Impact, and I find that the proposed action gill not signiticantlN affect the quality of the Itmnan or natural env,� onment. Therefore. preparation ol'an FlIvironmental Impact Statement pursuant to Section Y02(2) Wthe NatiSptal I_.nvironmcntal Police Act of 1969. as amended, is not required. P. trb L. K', _- GT61 V.S. A(- ✓6 amku Stesen A. Baker Colonel. t I.S. Army District C'onuuandel APPENmx A RESPONSES TO ENVIRONMENTAL ASSESSIIIENT COMMENTS tl'Cs'I I)/) l/ it Bcuch and \cnRtrcr hilei Il npsuit Bet it 1 Im/S1111Y'ity ulzd Nol'tli Rgisuil Beads Cues/ 1/ Snvnt /)anutgc Rediu lion Projects - f-i)�A,Sl Office of Surface Mining Reclamation and Enforcement Ismail dated 24 Jul),2013 Comment: the Oflice of Surface (Mining has reviewed the I?nvironmental Assessment 161 West Onslosv Beach and Ness Rker Inlet ( I opsail Beach) and Surf Cite and North Topsail Bench Coastal Stonn Damage Reduction Projects. Pender and OOS10vC Counties. NC. In this regard. we have no comments. I hank you for the opportunity to review this document Response: Noted. 2. Bureau of Ocean Energy Management Email dated 13 August 2013 Comment 1: Thank you for the opportunity to comment on the FA addressing the relinement in utilization ol'borrow areas located offshore of'l opsail Island for the CSDR at 'topsail, Surl'City. and North Topsail Bcaches. The B01:M does not have any specific comments regarding your determination. Response 1: Noted Comment 2: BOI N is a cooperating agency on this project and recommends the following language be incoiporatecl into the t'_A to indicate 1301:M involvement in the NGPA process: The 1L,S. Bureau of Ocean fiber-gy il h ituigement (BOE. I /) served cgs ct cooperating agenel' on the 2010 SC N713 1, R...9l!1' ttse gf borro:r areas located on the Fcdercil Outer COntilWIlI(i1 S17ei1 (OC'.S) would require atdhort-ctlions front BO EH to undertake the proposed project. The B01!:I1 ha.r.jurisdiction over milleral re.sourres on the Lederal Outer ContinelwO' S101(0( S) pursucim to .section 8(k)(2)(d) of the OC',S Loins Act- The USdC k serves as leile(%dei al agenc:i for ESA Section - and the EI.11 constihalions on this project. Further, the 1 /SaC E also serves cts the lead Jederld ugencr 1hr the ;Vl1P,4 Scclinn 106 and C7H,1 S'eclion 30- compliance u1[h BOL11 acting_ in a cols illhig role_ Response 2: Concur. Section 1.1 of the FA has been updated to include this recommended language. Additionally. Section 4.0 of the PONSI diSCUSSCS this change. Continent 3: In regards to the affected environment and general water quality impacts. you may find some more recent relevant references in the Michel et al. 2013 (BOOM 2013-01 19) report that support your determinations. A-2 WeSI 01INIoir Brach anJ Xcli River hilei (Topsoil Brarh) (wet Sm;10ty oml Xorrh I opmdl Brach C"au.srrd Storm Dmna,�rz Rcduciion Projrrrs - 1'0VS1 - --- fjni12011 Response 3: Concur. 'this reference has bccn reviewed and considered in the cffcct detcrnlinaGons Thal were made. 3. North Carolina Department of Cultural Resources, State Historic Preservation Office Letter slated 30 July 2013 Comment: We have conducted it review of the project and are aware ofno historic resources which would be allcctcd by Um project. 'therefore. we have no comment on the project as proposed. Response: Noted. 4. Environmental Protection Agency Email dated 16 August 2013 Comment 1: I.PA requestjsI clarification regarding language presented in section 3.2 -- No Action —"A NEPA document would be prepared to assess additional offshore borrow area alternatives which contain compatible sediment in accordance %eith the State compatibility standard." FPA is unclear on why the COI? did not include an alternative in this EA that addressed potential additional borrow areas that could provide material that is compatible with the Slate standard. This altemalive would provide the public with an opportunity to better understand the cost and environmental benefits associated with meeting this standard. EPA believes the proposed suit[cj ofallernativcs. as presented in the FA_ are too narrow. Response I: We dlo not agree that the suite of alternatives is too narrow. This EA was prepared for the limited purpose of examining sediment compatibility issues raised as we gathered more data about proposed borrow sources. The Corps does not believe that the inclusion of additional borrow area alternatives further offshore is warranted for this I'A. particularly given the negligible environmental impact of the selected alternative. The No Action Alternative compares present borrow area utilization plan actions against the proposed action alternative. (TQ allows grouping of existing plans and policies into an alternative to shovy the impacts of implementing them in the luture. The "no action" alternative means continuing with the present borrow area utilization plan until that plan is changed. A component of the existing plan. outlined in the underlying EIS documents, consisted of a requirement or commitment to do additional environmental and NI PA analysis if new or additional oflshore borrow areas are proposed. Additionally.. an updated planning document (i.e. Limited Re-evaluation Reporl) would be prepared by the Corps to assess potential changes to the I(1rnlnlaUOn. evaluation. and selection of alternatives based on the use of borroAy areas located further oflshore. I he statement referenced in the ITA comment is referring to this contingeney commitment. which continues to be it part of the existing plan. A-3 II'ev onyhnr Bcuch and Nrlr Rh (,I- Intel ITup.tail /leach/ and Surf Citi, und;Porth Topsail Beach ('omful SIorin Anmt,,e Reducnmi ProjecI c - /-o,A(Sl — dpril 'PTl Specific details for hoth the West Onslovw Beach and Nm River Inlet ( fopsail Beach). North Carolina (NC) and Soo rfCity and North Topsail Beach (SC'N'I'B) Coastal Storm Damage Rccluction (C'SDR) projects were incorporalecl by reference in the following reports: U.S. ;Iron Carps al Ellgineer.s. 2009. hiaal Integrale(I (;ci oral Reevaluation Report and Enrirann+enlul hmpaclSlalemew, Shore Prolection, West 010mr Beach and New Ricer Inlel (Iol uil Reach). NC. Februarr?009. • U..S. �lrnn Corps' qj ingineers. 2010. /'inu! httegrrrtcd h'ca.rihllily Report and Environmenled hnpact Siatemenl. Coastal Storm Damage Reduction, Sur/ 0(l, (Intl N`avh TopwilBeach, North Carolina, Decemher?olo. I hose Mo reports contain extensive information pertaining to potential borrow areas. fhey completely and adequately discuss potential borrow areas. Additional investigations were not conducted fur This EA. Comment 2: IPA rcquesl[sJ the COI; provide clarification on the need to meet the 50-year project life for compatible sand supply. Based on our reviews of the draft and final IASs supporting this EA it doesn't appear that the 50-year project life and need fir compatible sand over that period was discussed. Response 2: hi accordance with USACk regulations for how Corps of Engineers Civil Works prgjects arc formulated. evaluated and selected for implementation (ER 1 I05-2-100). the planning objectives for both studies consider a 50 year period ofanalysis. Specifically. section 4.01. "Goals and Objectives" of the SCNTB report states that the study objective is: "Over a 50-year period of analysis, provide coastal storm damage reduction (as measured by increases in NEI) benefit's) to the shoreline in Surf City and North Topsail Beach. while minimizing or avoiding impacts to natural resources." The opening sentence of the Executive Summary of the SCNTB report states: "The purpose of this study is to evaluate coastal storm damage reduction Ior the towns ol' Surf City and North Topsail Beach, North Carolina, and deycfop the most suitable plan of damage reduction for (lie present and future conditions for a 50-year period of allahsis." 'I he 50 year period served as the required basis for evaluation. comparison. and selection ofafternatives for both prgjects. 'I his was adequately addressed in each underlying Els. Comment 3: EPA is concerned that the preferred alternative presented in the EA will result in the use of beach till material that is not consistent with current beach material potentially impacting 1&F species. EPA strongly recommends consuhation with the USPWS regarding the proposed change and any potential impacts to TLZ I{ species. Response 3: Based on the analysis and subsequent conclusions of -the F'A. the Corps confirms that the preferred alternative will result in the use of beach fill material that is lolly compatible syith accepted standards. 'I he use of Corps standards. rather than State standards. for determining compatibility of sand will not adversely aflect species. including 1'&,IC species. The Corps has II t' / (har/un lfeurh and .Veit River hdel I blecuil BeudU unrl Rurf('III, urrd A'm III I op.suil Beur h ('nus/ul i7orm lkmurkfr Reduc lion Projects - /-'O:V.S/ _Ipril_201-! consulted with the USl:WS on this project ancl, in accordance with Section 7 ofthe I{ndangered Species Act (I:SA). the (!SIAWS has reviewed and provided comments on the GA (via letter dated I) August 2013) regarding potential impacts to protected resources. 'Ilie Corps received the USPWS concurrence via letter (sec ( IS]- WS 4a below) on 14 March 2014. which coolirmed that the projects' eflecls on listed species is unchanged front previous (feterntinations. Comment 4: FPA antlinucS to be concerned Is ith potential impacts to hard bottom areas. We continue to recommend rigorous dclineation of all hard bottom resources within the proposed borrow arras to avoid intpacis to hard bottom resources. Response 4: As discussed in the relerenccd Topsail Beach and SCN'I'13 EISs, extensive hard bottom and associated biological characterization surveys were completed to idcntily and support appropriate buffer determinations relative to hard bottom relief. No hard bottom resources were identified within the borroly areas located offshore Of`lopsail Beach: however. low. moderate. and high relief hard bottom features were identified within borrow areas located of7shore ol'SurrCity and North Topsail beaches. Avoidance buffers were established, in coordination with the Resource Agencies, in order to minimize mid/or avoid direct and indirect impacts to Wrapped hard bottom resources. Commitments to avoid hard bottom resource impacts within the borrow areas arc summarized in Table 7.2 otthe relerenccd SCN l6 EIS. Nothing in this EA affects those commitments, and this proposed action vhill have a negligible etlect on those resources. Comment 5: Dredging activities should be done in a manner that dots not cause or contribute to exceedances in Stale WQ standards. EPA recommends providing details oil proposed BMPs to minimize impacts to WQ. Response 5: As discussed in the relerenccd I{IS's for both projects, proposed clredging and beach placement activities Ivould not cause or contribute to excccdanceS in State WQ standards. Table 7.2 of the SCN IR EIS states the tolloWing environmental commitments (i.e. BMf 's) to minimize impacts to water quality: • Belbre consh'uction, the Corps would obtain a Section 401 Water Quality C ertiticalion from the NCDWQ Ibr the proposed project. The Corps WOUId comply with the requircntcats of the Section 401 Water Quality Certification. A copy ol'the ccrtificalioa Would be forwarded to NC'DC'M (NCDCM consistency condition). • 1 emporary dikes would be used to retain and direct llow ol'material parallel to the shoreline to minimize surfzone turbidities. 'I he temporary dikes Would be removed and the beach graded in accordance with approved profiles on completion o1'pumping activities in that section of beach (NCI)CM consistency condition). A-5 IPe.sl ()'asluuBo'1 h oud:%'rir Rimy Inlrl llopscril Bea hl o10S}n•/Y7n oral rA'urlh Itpwil Beach ('otwal Storm Uonloer Reduction Projec[s - G7LV'.S'l -- — Ipril.011 US Fish and Wildlife Service Letter dated 13 August 2013 Comment I: Page 3, Service Concerns and Recommendations: "I he Biological Assessment (Appendix I of the FIS) toil. Sttt'I'City and Not Topsail Beach project states on Page I-18: "this assessment assumes the sediment being placed on the beach meets the new state Sediment Criteria Rule Language... for borrow material and subsequent beach placement.... I hcrefore, sediment characteristics will be compatible with native beaches." The Service relied on this commitment in our 1'010+ ofthe project for effects to Icdcrally-listed species. Changes in the compatibility of sediment proposed for nourishment will require re -initiation of Section 7 consultation.-' Page S, Summa11•: "'the Service believes that the proposed changes to the project will result in the placement of sand that is not consistent With sand currently on the project area beaches. I -he proposed change in composition of beach fill material constitutes a modification oflhe project in a manner and extent that causes an effect to listed species and proposed critical habitat that was not previously considered. 'I herefore. the Scrvice reconunettds that the Corps reinitiate Section 7 consultation." Response I: Though the rcferellMl reports dOClnnenl the Corps previous commitment to implement the States sediment criteria rule language. the reports CIO not suggest that the previous methodologies for evaluating sediment compatibility (i.e. "Wilmington District practice') Would result in material being placed on the beach that is not compatible wilh the native beach. The "Wilmington District practice" and the NC sedimcnt compatibility standards are mo different sediment compatibility methodologies With the same goal of identify-ing "compatible" sediment for (teach placement that is consistent with the native sand on the project area beaches. 'I he purpose of the EA was to evaluate environmental resources within the project area for potential incremental impacts from implementing a different cmnpalibility methodology (i.e. Wilmington District practice). The FA conclueles that the proposed action would not result in significant incremental adverse impacts that had not been previously evaluated in the FISs. Therefore, both sediment compatibility methodologies would result ill sediment being placed on the beach that is "compatible' with the native sediment. Furthermore. based on this conclusion. implementation of the proposed action would not aliect listed species or critical habitat in a manner or to an extent not considered in the previous consultation; therefore, re -initiation of consultation is not required. The District did clarify its compatibility practices with the FWS and received FWS ecmcurl.encc that the potential effect on T&F species remains unchanged. Comment 2: Page 3, Service Concerns and Recommendations: "Section 1.04 (Page 6) of the final HS for the Surf Ciq' and North Topsail Beach CSDR project (and Section Lfl3 of the Final FIS foil the Topsail Beach C'SDR project) does not mention a requirement to iden6k 50-ycars- wurth of compatible borrow material in order to meet the purpose and ncc(I of the project. A-6 11 Cst (Ms I0II /3euch and A'eu River lelet (h)lYscid Ileaeh) and.Swl ('itt and b4n'th bip.suil headt ( busial Sturm lhtutntc Reduction Projects - l'ONSI -April 1014 Page 4, Scrrice Coocerns and Recommendations: "Instead of relaxing the sediment criteria Ibr this project. the Service recommends that the Corps continue to investigate other borrota arcas Ibr store compatible sediments. or shorten the lilt ol'the project to match availability of compatible sediment .... Ilccause this is a 50 year project. it specific borrow areas is not nettled right away, and it is likely that other sources of more compatible material could be indenulicd in the futurc.-- Page G, Sunnuary°: -'lflherc is not cmough sand to support it 50-year project. the Corps should reduce (Ile life of the project to one that the sand will support, or redesign the project so that the available cccnmpalible sand can support a 50-year project life. Alternatively. the Corps could seek additional sand sources. I Itet'efore, use reconhnhend that the Final FA include it third alternative. Ibis alternativo would include removing all or part of borrosy meas A. O, P, and I. front consideration and conmmitnunt to pursue investigations of'otherproject designs. project lengths. ol" potential borrow areas." Response 2: Section 1.03 of the Topsail Beach report and Section 1.04 of the SCNf[3 report do not mention a requirement to identity 50-years worth of compatible borrow material to meet the purpose and need of the project. I fowever- in accordance with USAC[ regulations till' how Corps of Iagineers Civil Works projects are Iornullated_ evaluated and selected for implementation (ER 1105-2-100), the planning objcetives ter both stndics consider a 50 veal' period of analysis. Specifically- section 4,01. "Goals and 01 jectives' of the SCN'I'll report states that the study objective is: "Over a 50-year period of analysis. provide coastal storm damage reduction (as measured by increases in NFD benelits) to the shoreline in Surf City and North Topsail Beach. while nhininhixing or avoiding impacts to natural resources." I he opening sentence of the FxeCUllye Summary of the SC'N B report states: "'I he purpose 01' this study is to evacuate coastal storm damage reduction tin' the towns ol' surf city and North Topsail Beach. North Carolina, all(] develop the most suitable plan of damage reduction tier the present and future conditions for a 50-year period of analysis.- Therefore. the 50 year period served as the basis for evaluation. comparison, and selection of alternatives liter both projects. As discussed in response to Comment t above. the proposed action does not suggest a `relaxing.. of sediment criteria fur this project, but rather an alternative method Im conducting seclintent compatibility analyses (i.e. Wilmington District practice). 'I he FA concludes that the proposed action would not result in significant incremental adverse impacts that had not been previously Militated in the HS under the State's recommended compatibility criteria. Considering that no additional environmental impacts would occur based on the proposed change in the methodology used to place compatible sediment om the beach, the Carps does not agree with the service's suggestion to continue to investigate other borrow areas fur "more conhpatible sediments. or shorten the file of the project to match availability ofcompatible sediment. --I he Corps contends that the material that has been identified within the current borrosc areas is "conhpatiblc" and that the investigation and potential Use of sediment that meets the State conhpalibilily criteria would likcly result in incremental direct and indirect impacts associated hvith the increased surface area A-7 II Gal omlou BefI( /1 and .h'eu Riror Inlet III psail /Iru,/u and Rnl/'('inmed A'orlll I igtsuit heat h t om I(I/ Storm 1)(mi(i Krduclion Piojc(ls - l'o;A'.S'I April 1014 51). North Carolina Department of t;nvirountent and Natural Resonrces — Division of Coastal Management Letter dated 12 August 2013 (comments provided I) N, NC'DC'M via memorandtun to Stephan Rynas, DCNI federal consistenc. coordinator, dated 26 July 2013) Comment 1: 'I le NC Division ol'Coastal Management (PUM) is in the process of reviewing the existing sediment compatibility standards (I 5A NCAC 0711.0112). At the last Coastal Resources Commission (CRC') meeting on Jule I L 2013, a series ol' proposed changes were approval for public heating. One proposed change is to allow the percent by weight of granular material (Grain size ? 2 nun and <4.76 nun) to exceed the native beach be 10% instead ol'5%. The allowable percent by weight ofline material and gravel material would each remain at 5% above the native beach percentage. Response I: Noted. 'I he Corps appreciates the update ou the existing sediment compatibility standards and the current proposed change to allow the percent by weight ol,granular material to exceed the native beach by 101/, instead of 5%. The Corps requests that the NCDCM continue to keep the Corps updated of any approved changes to the Slate's sediment compatibility standards. I low%ever, as discussed in the F'A. to dale the state compatibility standards have not been submitted to the National Occanic and Atmospheric Administration's (NOAA's) OCRM Rlr consideration as a leclerally approycd component of the State's coastal management program. In the continued absence ofthis OCRM approval. the Stale sediment compatibility standards are not required as a component of the Federal consistency detcnnination in accordance with the Coastal /one Management Act (C'ZMA) of 1972. The proposed action identified in the GA is to follow the Wilmington District compatibility practice, which has successfully been implemented on multiple CSDIt and navigation disposal pro iects prior to the adoption ol'the State's sediment compatibility standards,withoul significant environmental impacts. fhe GA concludes that Borrow Arca I, contains 5.2% more granular material for the Wilmington District compatibilitN practice borrow composite than the current State standard. Assuming that the proposed change for granular material is made final, the percentage ofgranular material within Borrow Area I. would only exceed the state standard by 0.2%, Nonetheless. the contingency plans referenced in the FA will be in place to monitor for and avoid and/or reniosc areas of unacceptable granular material that are believed to be a persistent problem. Comment 2: The IJSACF should strive to meet the state sediment compatibility standards tothe maximum extent practicable. PaNICUIaik when dredging Borrow A. Borrow Area P. or Borrow Area L, the dredge operator should be cognizant that. based on sampling data. these areas contain sedintcnt that may be too tine or too coarse to be considered beach compatible. Should the ch-edging operations encounter sand deemed A-10 tfr.sr l baslor Reach and V'ru' River In/el 17bpwil Reachl and surf Cim and Nnr[h Top.suil Reath (buslul i'Inrm l huna�n' Redu<7ion /,I oirer�e - /•'(h\:Cl non -compatible with native grain size or sorting characteristics of the native beach. the dredge operator shall immediately cease operation and contact DCM. Dredge operations swill resume only after resolution of the issue of sand compatibility. Response 2: 'fhc optimization ol'borrow areas based on extensive gcotcchnical investigation and analyses conducted prom feasibility through PFD (Pic -Construction higincerin(, and Design) phases of both projects supports the Corps' efforts of placing sediment on the beach that is "compatible" with the native scimenis. When evaluating compatibility for all borrow areas for both projects, there are many instances where the material meets file compatibility criteria established by the State. I lowevcr. as discussed in the FA_ the proposed action is to utilize PHI) gcotechnical data firom the offshore borrow area for the 'I opsail Beach and SCN113 CSDR projects and implement a borrow area utilization plan which relics upon the application of the Wilmington District's compatibility practice for beach placement of sediment. This practice would consider sediment with an average weighted tine -grained sediment content of Iess than I0% passing the //200 sieve as beach compatible (less than J% above the native percent passing the #230 sieve is the State criteria). Measures would be implemented to screen incompatible granular material. Based on a review of'the existing literanrc as documented in this LA and refercnced FIS's, implementation of the Wilmington District practice would place sediment that is "contpatihle" with the native sediments of the recipient beaches with no incremental clivironmental impacts relative to implementation of the Stale criteria. I herelore, the Corps does not concur that sediment ss'ithin horrow areas A. P, and 1. would he too fine or too coarse to be considered compatible with the native beach. To minimize the risk of sediments being placed on the beach that are considered incompatible relative to the Wilmington District practice, contingency plans refercnced in the FA will be in place to monitor for and avoid and/or remove areas of unacceptable granular material that are believed to be a persistent problem. Additionally, as discussed in the FfS's for both projects, il'Ihe dredging operations encounter sand deemed non -compatible with native grain size or sorting characteristics ofthe native beach. the Wilmington District would stake the decision on a suitable contingency measm-c that may include moving the dredge to another site in the borrow area or to another borrow area and would notify the NCDC'M and other resource agencies ofsuch a contingency measure. As the NC DC'M has chosen not to submit the state compatibiliq standards to the National Occanic and Atmospheric Administration's (NOAA's) OCRM for consideration as a Icderally approved component of the State's coastal management program, it is inappropriate to request Federal agencies to comply with them -to the maximum extent practicable" as if they were part of the State's approved plan. A-11 II (<ci Onslon, Reurh and .A'vII River hrlrl 0)psuil Rauch/ rrnd ,Sur/ ('ih' amI Abrill 7bpmril Rruclr ('o(wal WI In Uunrq[�e Krducction projerr+ -I fpril ?01 a 5c. North Carolina Department of Agriculhnr Letter dated 9 August 2013 Comment: No comment Response: Noted 5t1. North Carolina Division of Emergency Management Floodplain Management Program Letter dated 2 August 2013 Comment: No comment Response: Noted 5e. North Carolina Department of Transportation Letter dated 31 Jule 2013 Comment: No comment Response: Noted 5f. North Carolina Department of Cultural Resources— State Historic Preservation Office Letter dated 26 July 2013 Comment: No comment Resnonsc. Noted A-12