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Home My WebLink AboutTR-9639 Glenn Goldsmith,President *QF so(/jy Town Hall Annex Michael J.Domino 0- 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams O �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1762C Date: September 28,2020 THIS CERTIFIES that the construction along eroding toe of bluff approximately 127 linear feet of stone revetment including±13' westerly and tl l' easterly angled returns all consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth,-'restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand renourishment (including approximately 240 cubic yards of on-site material excavated from toe of bluff for revetment installation and approximately' 260 cubic yards of clean sand to be trucked in from an approved upland sourcel to be vegetated with native plantings; establish and perpetually maintain a 10' wide non-turf buffer with native plantings adjacent to bluff crest,• and construct new 3' wide by±78' long(top to bottom)elevated timber bluff'stairway(including a 3'x6' gntryplatform 3'x6' and 3'x3' middle platforms and 3'x4' platform leading to 5'x6' bottom platform connected to 3'x12' steps to beach);with flie condition that no bluff cut is used; At 17975 Soundview Ave., Southold Suffolk County Tax Map#1000-51-1-7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 26,2019 pursuant to which Trustees Wetland-Permit#9639 and Coastal Erosion Permit#9639C Dated February 12,2020 were issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction along eroding toe of bluff gpproximately 127 linear feet of stone revetment including±13' westerly'and fl l' easterly angled returns all consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand renourishment(including approximately 240 cubic yards of on-site material excavated from toe of bluff for revetment installation and 4pproximately 260 cubic yards of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings-, establish and perpetually maintain a 10' wide non turf buffer with native plantings adjacent to bluff crest; and construct new 3' wide by±78' lona Lop to bottom)elevated timber bluff stairway_(including a 3'x6' entry-platfonn 3'x6' and 3'x3' middle platforms and 3'x4' platform leading to 5'x6' bottom platform connected to 3'x12' steps to beach);with the condition that no bluff cut is used. The certificate is issued to Kevin Gallagher owner of the aforesaid property. Authorized Signature EN-CONSULTANTS February 5, 2021 Board of Trustees Town of Southold P.O. Box 1179 Southold,NY 11971 Attn.: Elizabeth Cantrell Re: Kevin Gallagher- Wetland Permit#9639 &9639C Dear Ms. Cantrell: In satisfaction of Term and Condition #S of the captioned permit, the required Declaration of Covenant was recorded in the Office of the Suffolk County Clerk on January 16, 2021. A copy of the recorded document is enclosed for your file. Resp ctfully yours, ,e m tep Vs Enclosure cc: Kevin Gallagher D E C E I WE FEB -8 2821 Southold Town Board of Trustees 1319 North Sea Road Southampton,New York 11968 p 631.283 6360 f 631.283.6136 www.enconsultants.com environmental consulting I IIIIIIIIIIIVIIIVIIIVIIIVIIIVIIIVIIIII III IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 01/16/2021 Number of Pages: 11 At: 02 : 10 :01 PM Receipt Number : 21-0009451 LIBER: D00013087 PAGE : 344 District: Section: Block: Lot: 1000 051 .00 01 . 00 007 . 000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $55 . 00 NO Handling $20 . 00 NO COE $5 . 00 NO NYS SRCHG $15 .00 NO TP-584 $0 .00 NO Notation $0 .00 NO Cert.Copies $0 . 00 NO RPT $200 .00 NO Fees Paid $295 .00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County o J Number of pages I RECORDED 2021 jan 16 0:,.1t 1;i i1 PM JUIIITH R. PP°SEALE This document will be public CLEFT.- O '= record. Please remove all I tF1=,iLF COUNTY L 'OUtai5'i_ D00017,087 017,0_;r. Social Security Numbers P 44 prior to recording. _T Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Page/Filing Fee Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. or EA-52 17(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County R.P.T.S.A. �b� Held for Appointment Comm.of Ed. ;. " 'Transfer Tax Affidavit �� + Mansion Tax wD,N Q6 Certified Copy The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 oqao family dwelling only. Sub Total YES or NO Other Grand Total ��'LS. If NO, see appropriate tax clause on page# of this instrument. 4 Dist. 1001 4341226 1000 051oo 0100 007000 i0 5 Community Preservation Fund Real Property P T SIIIIIIII01111111110111�110111�11111101 Consideration Amount $ Tax Service R SMI A Agency 3043EC-2 CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant-Land 'TD En-Consultants 1319 North Sea Road TD Southampton,NY 11968 TD Mail to:Judith A.Pascale,Suffolk'County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Declaration of Covenants made by: (SPECIFY TYPE OF INSTRUMENT) Kevin J. Gallagher The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold Town of Southold In the VILLAGE Board of Trustees or HAMLET of Southold BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over DECLARATION OF COVENANTS THIS DECLARATION made this 06 day of h)096HU,9- ,2020,by Kevin J.Gallagher, residing at 17975 Soundview Avenue,Southold,NY 11971,hereinafter referred to as"DECLARANT': WITNESSETH: WHEREAS,DECLARANT is the owner of certain real property located at 17975 Soundview Avenue,Town of Southold,County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000,Section 51,Block 1,Lot 7,which is more particularly bounded and described as set forth in Schedule"A" annexed hereto,hereinafter referred to as the Property; and WHEREAS,the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold(hereinafter the"Trustees")pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; and WHEREAS,the DECLARANT therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities;and WHEREAS,on February 12,2020,the Trustees approved the application and issued a permit with terms and conditions;and WHEREAS,the issued permit,terms and conditions of the permit,as well as the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated December 20,2019,and stamped approved on February 12,2020,upon which the permit is based,are annexed hereto as Schedule`B;"and WHEREAS,as a condition of the granting of a Wetlands Permit to undertake such regulated activities,the Trustees required that a ten-foot wide"non-turf buffer"be established and maintained adjacent to the crest of bluff;and WHEREAS,the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of the Property. NOW,THEREFORE,the DECLARANT does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and perpetually maintained adjacent to the crest of bluff, a ten-foot wide"non- turf buffer"as defined by Chapter 275 of the Town Code, as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated December 20,2019,and stamped approved on February 12,2020. 2) The DECLARANT shall at all times comply with the Terms and Conditions of the permit, a copy of which is attached hereto in Schedule`B"annexed hereto. 3) These covenants shall run with the land and shall be binding on the DECLARANT, his heirs,assigns,purchasers,or successors in interest and may be modified only upon resolution of the Board of Trustees. (THIS SPACE LEFT BLANK INTENTIONALY) 2 3 z IN WITNESS WHEREOF, the owner has duly executed this instrument this day of �® M ISE— - ,2020. llagher STATE OF P j C L iy o 4 ss: COUNTY OF gyp!')rJ.QV V'J On the !�Nday of k)N 6C( , in the year 2020, before me the undersigned, a Notary Public in and for said State, personally appeared Kevin J. Gallagher r proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual or the person on behalf of which the individual acted,executed the instrument. Notary Public Iar ,Ur,up h Sathy o6«am NC)tafy Public England &Wales Date: 048 — u ^ QIP protocol no:- Q l 1 — I1 ZD C,11 - inform ho bornnotary-corn 3 SCHEDULE A All that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate, lying and being North of the Village of Southold, in Town of Southold, County of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING at a point on the northerly side of Sound View Avenue,said point being distant easterly 3370.00 feet more or less as measured along same from the intersection of the northerly side of Sound View Avenue with Lighthouse Road,said point also being the easterly line of land now or formerly of Bartoslewicz; RUNNING THENCE along said lands now or formerly of Bartoslewicz,North 10 degrees 56 minutes 50 seconds west, 557.00 feet to the apparent average high water line of Long Island Sound; RUNNING THENCE North 77 degrees 56 minutes 50 seconds east along the average high water line of of Long Island Sound distance of 114.50 feet to Innd now or formerly of Martin; RUNNING THENCE South 10 degrees 56 minutes 40 seconds east and along the westerly line of land now or formerly of Martin a distance of 548.00 feet to the northerly side of Sound View Avenue; and RUNNING THENCE South 73 degrees 27 minutes 30 seconds west along the northerly side of Sound View Avenue a distance of 115.00 feet to the point or place of BEGINNING. 4 SCHEDULE B �.l:f,'�kh''�. ;Y'.ES:''�S..IL µ.s5' kv+" FTS a•mv:t J« „, BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 9639 & 9639C DATE: FEBRUARY 12,2020 ISSUED TO: KEVIN GALLAGHER pg' PROPERTY ADDRESS: 17975 SOUNDVIEW AVENUE,SOUTHOLD Simi. SCTM# 1000-51-1-7 AUTHORIZATION Pursuant to theprovisions of Chapter 275 and/or Chapter I I I of the Town Code of the Town of M Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 12,2020 and in consideration of application fee in the sum of$500.00 paid by Kevin Gallagher and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct along eroding toe of bluff approximately 127 linear feet of stone revetment, including f43' westerly and ±11' easterly angled returns, all consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter i cloth; restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand renourishment(including approximately 240 cubic yards of on-site material excavated from toe of bluff for revetment installation and approximately 260 cubic yards of clean sand to be trucked in from an approved upland source) to be vegetated with native plantings; establish and perpetually maintain a 10' wide non-turf buffer with native plantings adjacent to bluff crest; and IN construct new 3' wide by±78' long (top to bottom) elevated timber bluff stairway (including a 3'x6' entry platform, 3'x6' and 3'x3' middle platforms, and 3'x4' platform A leading to 5'x6' bottom platform connected to 3'x12' steps to beach); with the condition N I that no bluff cut is used; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C. dated December 20, 2019, and stamped approved on February 12,2020. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 12'h day of February,2020. A 00 Ca MV'"N.M. SCHEDULE B (CON'T) TERMS AND CONDITIONS } P t The Permittee Kevin Gallagher residing at 17975 Soundview Avenue Southold New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does'not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. - 2 n tsn tzi So�UT.HOk - . T,RU..STEE td No. 31 � �p � 'Moo y Issued To �0-0°�� D-te2w 12,w26 - Address 17qll5 sy� THIS NOTICE MUST BE DISPLAYED DURING, CONSTRUCTION TOWN TRUSTEES OFFIC.E,TOWN OF SOUTHOLD SOUTHOLD, .N.Y. 11971 TEL.: 765.1892 1 PROPOSED BLUFF RENOURISHMENT, J i I STABILIZATION AND BEACH ACCESS I J TDI I " STAIRS- ID sour I J� uorv�r "uo o n SO�1�D` t i r rroR "'" ,«ir�MroE�, IS u \ ��y= SUsO aCA.V Y u LO NG YLAK A Y F.1 5E R� p.d�� i Y>Vy lbM GDIh TRUC..Li•N'A dYA 50 e � N dv4WaaN M y USE.Fv.FF.Ni1K �A H,10`56T A.,M % /i�•u� / ��\ - p`1 F£HA FLSD LONE.N'n wppyp� 1 / //�__ � NaneaebL3=J ,� Vw /\ PSU•� 'l � •�-1' jk•';'' clre DArA, E515ILyiRV`"r�dP4r'� 5oeco_F �ae°el a3 k-10 i•'/ /:' E�:� iy �- l � ''G�� ELEYAiIO't3 AkE R�FEFEECm TO NAVD X989 CAiVM �� / / / y-� ��" 6.9� ' —~�^aa`��t.� �'�•�I /-< irr• -��lN' `'f' `' 9 "`-�i 1 s 2ROPOr-r97 woRK 5,w'IARY, AormEt�ac ros .�--c 7. 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'-� `fl u�I Qa x z F•r SITE PLAN-PROPOSED WORK S F a F G 1 LEGEND L ltii/N' y r •, - 1 Frcavar,uE _ o so .o .x o F4 } T I c Fxsrae uaml6 °.:N a o� O 3s� N 1 ----- _ . 4 �a 1 _ I� E,r6Tn.c NAcaoa-ax-1-...:�� 13ILLgiOFvMAt� 1 F2:uORK STarE aunrmnB� [z. �� I' Ev5TM1<tCR MAr.[1it - e��- U!MItPS �(CD5 3i0STai ,{ YE 1�',a`•1,\ , -t _--_ It �•'-• EivSMd OtL.'!E air? rorALvtSR<Ar®l�eam 0<5RE F61• 12<0W1D5 SOYA IHS F4E5TAE. ,➢OOLY05 �••-i O rn t ,-' NJiE Fd1ER PNSOL ASIt� Y<� Sr-<Exxta. , - 1� It - _�•Liyf - o. urvArw w�a.s.reff is-w.mnm PLAM SON&LFF FACE, //1�/r EA?Jfa Eu�tF ` ,'•`\a••`•C�'�' � - —__._--___ 'Y..y�- wM Br DSo w.ro5.Of 4FAv°A•m Ful SE ' s , Li a(^'- wa,0<CI' FID'ol®�fO��I/JI Ba'M'N030rMAGv.58L�RAttssMJ1 F NF <;`h� I ' "w•---- - -- -- -- --- �'•-,� '�'y,-'�, /=� FaESIM EotuL rt EuvAna,of�xvEO FnLy.p� A��amu��Im�� SCOPE OF WORK, - -, 1'; I�Y��-. Fns aootaros. 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I i ; [AW FA5N15"EGETATPi'JV.IS RaIAMNnJCE.Ifll�hJw£ ORE IEVFL Cf 11E�tW]Ghv.A -Q7]11D•f.A Ht✓R% Q �Lj I i I 51att EE ucdlSpr TOg5TiF0 RCOr�:A5E0F Ex6r0a PtAM15 i; \ h•D]]r8'lutJMi56 � p i I lAN-OEID YdJAM1JW19EC1Rb CRNi_NOIC•11T8 6T-P.,IEFFy �I_�- •> tfllfifKE ..•. sTAa4amAm.Y T 1= m Q H:IEIFAVERMRCRALT BEILN BAOE EDF SENYYA OF PRORbFD � o I I I I t I D w0'a1TED iftEE`i nG.5EN1Hr8ST1D RIOet RIFE FAt£ -- -_TcYeiIBCCLSfN fEYeIeACT C..+ r LtrqurNlat,StAUTED AFEA OFrta:rPRwcTat TO Ar'9D ro .,,rff�,T A•,rna xoi ' � I Dom N SEGTION 'B' PAGE' STAIR I I I I I l a"°�" °"^ r^ mof F^�°* ^�^� BEACH STAIR PROFILE ' II I' "' " L I I roYFr(L VERIIUL•Ji6A(E N3A AT ATEE..Rr1RAGTLR �A .ONSTRUrTION DETAIL I I �ar�1N.Taw.r�.DEa.r.�te]1Filp,ilEvi.:tlPSArz<J. w;e.�t•.I�• u,_ , I Ior rosutE I I iwnvFetTAinl,aa acAU TERPAGY ai6E v- `�'� EfAPIsecES Miwm 2 � - I i i rnowlwwuMrExi T*Jtire.NGAlEAfA --`✓:%' yvr�pree�TOA LJ I pLOR[IILe IVA'AgA6lNm{4LWitD ATEA Cf N%M 5CRNFiF9 YMMNCf SO'BJM I Ln s4F(AFPROA 9A of 2 Glenn Goldsmith,-President �q soar Town Hall Annex Michael J.Domino,Vice-President ,`Qyplo 54375 Route 25 John M.Bredeme er III P.O.Box 1179 York Y �[ l�[ Southold,New York 11971 A. Nicholas Krupski G Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 cou -------------- ------- ------------- - -------BOARD-OF TOWi�T TRUSTEES---------- ------- -------- ------------------ TOWN OF SOUTHOLD DATE OF INSPECTION: '7/(/ /J'.Q _'t INS'PECTED`BY: .,. : � .;,,; ,_ _ ✓. : 'Ch 275 _.�, f F Ch. 111 INSPECTION SCHEDULE = r Pre-coristr,uct on llayb_8le-,linEifsiltab-crom/silt curtain 1st day of construction % constructed Project complete, compliance inspection COMMENTS,, 47 X�bx-e-2-W OF U 41A�L A CERTIFICATE OF COMPLIANCE: �^� �� a`-► , Adt• Glenn Goldsmith, President ",\QF S�(/ly Town Hall Annex 54375 Route 25 Michael J.Domino,Vice-President ti0 l0 P.O. Box 1179 John M. Bredemeyer IIIL Southold,New York 11971 A.Nicholas Krupski G Q Telephone (631) 765-1892 Greg Williams �O �� Fax(631) 765-6641 eouffm BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construcfi6n,'h�i baffle'linelsilt"bo 'm/sift curtain 1St day of construction % constructed When project complete, call for compliance inspection; BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 9639 & 9639C DATE: FEBRUARY 12,2020 ISSUED TO: KEVIN GALLAGHER PROPERTY ADDRESS: 17975 SOUNDVIEW AVENUE, SOUTHOLD : 4 SCTM# 1000-51-1-7 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter I I I of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held o n Februa]y 12,2020 and in consideration of application fee in the sum of$500.00 paid by Kevin Gallagher and i: subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct along eroding toe of bluff approximately 127 linear feet of stone revetment, including±131 westerly and ±1 I' easterly angled returns, all consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand renourishment (including approximately 240 -site material excavated from toe of bluff for revetment installation cubic yards of on )ved and approximately 260 cubic yards of clean sand to be trucked in from an appri upland source) to be vegetated with native plantings; establish and perpetually maintain a 101 wide non-turf buffer with native plantings adjacent to bluff crest; and construct new 3' wide by±78' long (top to bottom) elevated timber bluff stairway ... (including a 3'x6' entry platform, 3'x6' and 3'x3' middle platforms, and 31x4' platform leading to 5'x6' bottom platform connected to 3'x121 steps to beach); with the condition that no bluff cut is used; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C. dated December 20, 2019, and stamped approved on February 12,2020. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 12'h day of February,2020. OFF0 J IN l TERMS AND CON IONS The Permittee Kevin Gallagher residing at 17975 Soundview Avenue, Southold, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. II Glenn Goldsmith,President QF S0!/ Town Hall Annex Michael J.Domino,Vice-President ,`�� 54375 Route 25 ' P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski N G Q, Telephone(631),765-1892 Greg Williams Fax(631) 765-6641 100up 1,� ' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#9639C Applicant/Agoilt: En-Consultants Permittee: Kevin'Gallagher SCTM#:- 1000=51--1-7 Project Location: 17975 Soundview Avenue, Southold =' Date of ResolutionlIssuance: February 12, 2020 Date of Expiration: February 12, 2022 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: Construct along-drodind toe of bluff approximately 127 linear feet of stone revetment, including ±13' westerly and ±11' easterly angled returns, all consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand renourishment (including approximately 240 cubic yards of on-site material excavated from toe of bluff for revetment installation and approximately 260 cubic yards of clean sand to be trucked in from an approved upland source) to be vegetated with native plantings; establish and perpetually maintain a 10' wide non-turf buffer with native plantings adjacent to bluff crest;and construct new 3' wide by ±78' long (top to bottom) elevated timber bluff stairway (including a 3'x6' entry platform, 3'x6' and 3'x3' middle platforms, and 3'x4' platform leading to 5'x6' bottom platform connected to 3'x12' steps to beach); with the condition that no bluff cut is used; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C.dated December 20, 2019, and stamped approved on February 12, 2020. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: None In accordance with Chapter 111-15 Erosion Protection Structures: xx A maintenance agreement is attached hereto and is a necessary special condition of this permit. By: Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, President4iQU� Town Hall Annex Michael J.Domino,Vice-President ,��1 54375 Route 25 ` John M.Bredemeyer III P.O. Box 1179Southold, New York 11971 A.Nicholas Krupski =CP- Telephone(631) 765-1892 Greg Williams : �•. Fax(631) 765-6641 BOARD OE TOWN TRUSTEES TOWN OF SOUTHOLD 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOLD TOWN CODE I (We) KEVIN GALLAGHER The owners of record of property at: 17975 SOUNDVIEW AVENUE .SOUTHOLD SCTM#: 1000-51-1-7 in applying for a Coastal Erosion Permit for an erosion protection structure do hereby agree to a 30-Year Maintenance program for a structure as described: consh-uct along eroding toe of bluff approximate 127 linear feet ofstonexevetment including-+l3' westerly and fl 1'easterly an�jed'retums all*consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth• restore bluff face by construetirz terrace retaining-walls and placing ap'praximately 500 cubic yards,of' and renourishment(including approximately 240 cubic- ards of-on-site material excavated from toe of bluff for revetment instaliatiori and approximately 260 cubic yards of clean sand to be truclted in front an approvdd upland source)to be v6kdtated with native plantiftas as shown on the attached licensed survey and/or site plan for the approved structure. It is my/our understanding that we are to maintain this structure with materials designed to endure 30 years and/or equivalent to the original approved structure. Any maintenance which involves more than 50% of the length of this structure requires approval of the Board of Trustees. We further understand that failure to maintain the structure could result in a requirement to post a bond and/or have the repairs ordered as a lien against the property upon a finding by the Board of Trustees that said lack of maintenance would risk life, property or important natural resource features. of Sworn to before me this ota ' ignat re of owner recor 21r day of February, 2020. Kurupath hyanath Sreekumcv Notary Public d Eland &Wales Date: ��°L 201;0 Notary Public protocol no:- 2� email:-info@holbomnotary.com This maintenance agreement shall only be valid upon the attachment of a licensed land survey/and or site plan made within one year of the original construction and validated to show the final approval of the administrator. 0 1 % Glenn Goldsmith,President *QF SU(/jTown Hall Annex Michael J.Domino,Vice-President ,`O� �� 54375 Route 25 P.O.Box 1179 John'M.Bredemeyer III [ Southold,New York 11971 A.Nicholas Krupski y �c G Q Telephone(631) 765-1892 GregWilliams �� Fax(631) 765-6641 UNT`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 14, 2020 Robert E. Herrmann En-Consultants 1319 North Sea Road, Southampton, NY 11968 RE: KEVIN GALLAGHER 17975 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 1000-51-1-7 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, February 12, 2020 regarding the above matter: WHEREAS, En-Consultants on behalf of KEVIN GALLAGHER applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated December 26, 2019, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on February 12, 2020, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and., WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of KEVIN GALLAGHER to construct along eroding toe of bluff approximately 127 linear feet of stone revetment, including ±13' westerly and ±11' easterly angled returns, all consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand renourishment (including approximately 240 cubic yards of on-site material excavated from toe of bluff for revetment installation and approximately 260 cubic yards of clean sand to be trucked in from an approved upland source) to be vegetated with native plantings; establish'and perpetually maintain a 10' wide non-turf buffer with native plantings adjacent to bluff crest; and construct new 3' wide by ±78' long (top to bottom) elevated timber bluff stairway (including a 3'x6' entry `- platform, 3'x6' and 3'x3' middle platforms, and 3'x4' platform leading to 5'x6' bottom platform connected to 3'x12' steps to beach); with the condition that no bluff cut is used; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C. dated December 20, 2019, and stamped approved on February 12, 2020. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Veroruly yours, Xds , Bgre _ GG/dd Glenn Goldsmith,President �QF S0(/TTown Hall Annex Michael J.Domino,Vice-President ,`O� �� 54375 Route 25 P.O.,Box 1179 John M.Bredemeyer III l�[ Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williamsio Fax(631) 765-6641 olyCOU ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 13, 2020 Robert E. Herrmann 'En-Consultants 1319 North Sea Road Southampton,'NY 11968 RE: ENVIRONMENTAL DECLARATION OF SIGNIFICANCE PURSUANT TO NEW YORK STATE ENVIRONMENTAL QUALITY REVIEW ACT NYCCR PART 617 KEVIN GALLAGHER U 17975 SOUNDVIEW:AVENUE,-SOUTHOLD - SCTM# 1000-51-1-7 Dear Mr. Herrmann: The Southold Town Board of Trustees adopted the following Resolution at a meeting held on Wednesday, February 12, 2020: En-Consultants on behalf of KEVIN GALLAGHER-requests a Wetland Permit and a Coastal Erosion Permit to construct along eroding toe of bluff approximately 127 linear feet of stone revetment, including ±13' westerly and ±11' easterly angled'returns, all consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face by constructing terrace retaining walls'and placing approximately 500 cubic yards of sand renourishment (including approximately 240 cubic yards of on-site material excavated from toe of bluff for revetment installation and approximately 260 cubic yards of clean sand to be trucked in from an approved upland source) to be vegetated with native plantings; establish and perpetually maintain a 10' wide non-turf buffer with native plantings adjacent to bluff crest; and construct new 3' wide by ±78' long (top to bottom) elevated timber bluff stairway (including a 3'x6' entry platform, 3'x6' and 3'3' middle platforms, and 3'x4' platform leading to 5'x6' bottom platform connected to 3'x12' steps to beach). Located: 17975 Soundview Avenue, Southold. SCTM# 1000-51-1-7 S.E.Q.R.A. NEGATIVE DECLARATION OF ENVIRONMENTAL SIGNIFICANCE: WHEREAS, the Southold Town Board of Trustees are familiar with this project having visited the site on February 5, 2020, and having considered the survey of property by' Nathan Taft Corwin III Land Surveyordated December 19, 2019, and having considered the plans for this proposed project submitted by Jeffrey T. Butler, P.E., P.C. dated December 20, 2019 at the Trustee's February 10, 2020 work session, and WHEREAS, on February 12, 2020, the Southold Town Board of Trustees declared itself Lead Agency pursuant to S.E.Q.R.A., and WHEREAS, on February 12, 2020 the Southold Town Board of Trustees classified the application as an unlisted action under S.E.Q.R.A., and WHEREAS, in reviewing project plans submitted by Jeffrey T. Butler, P.E., P.C. dated December 20, 2019 it has been determined by the Board of Trustees that all potentially significant environmental concerns have been addressed as noted herein: • Vegetative, non-structural measures are not capable of stabilizing the erosion of the bluff alone. • Protection of the toe of bluff using hardened structures including rock revetments is necessary. • No existing rocks or boulders are to be utilized, moved, or relocated on the beach. • As time progresses, continued soil loss at the toe of the bluff may lead to habitat degradation and bluff instability. • A site inspection by the Southold Town Board of Trustees recognized erosion on this property and the need for a bluff stabilization/erosion control plan. THEREFORE, according to the foregoing, the Southold Town Board of Trustees Approve and Authorize the preparation of a Notice of Negative Declaration pursuant to SEQRA for the aforementioned project. If you have any questions regarding the above, please contact this office. Very truly yours; 41r Glenn Goldsmith, President Board of Trustees GG/dd QgUFF01�e; Glenn Goldsmith, President ;�° GGy,; Town Hall Annex Michael J. Domino , Vice-President a 54375 Route 25 John M. Bredemeyer, III o tit P.O. Box 1179 A Nicholas Krupski r�hj ao�,;>' Southold NY 11971 Greg Williams Telephone"(631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: KEVIN GALLAGHER c/o EN-CONSULTANTS " Please be advised that your application dated December 26, 2019 has been reviewed by this Board at the regular meeting of February 12, 2020 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) % Constructed ($50.00) Final Inspection Fee ($50.00) - paid Dock Fees ($3.00 per sq. ft.) xx 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) XX The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE. $ -0- BY: Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, Pre t o��$t1FF0(k�oG Town Hall Annex Michael J. Domino,Vice-President 54375 Route 25 John M. Bredemeyer III sa P.O. Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams � �ap� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Z -W716 Completed in field by: 67 En-Consultants on behalf of KEVIN GALLAGHER requests a Wetland Permit and a Coastal Erosion Permit to construct along eroding toe of bluff approximately 127 linear feet of stone revetment, including ±13' westerly and ±11' easterly angled returns, all consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand renourishment (including approximately 240 cubic yards of on-site material excavated from toe of bluff for revetment installation and approximately 260 cubic yards of clean sand to be trucked in from an approved upland source) to be vegetated with native plantings; establish and perpetually maintain a 10' wide non-turf buffer with native plantings adjacent to bluff crest; and construct new 3' wide by ±78' long (top to bottom) elevated timber bluff stairway (including a 3'x6' entry platform, 3'x6' and 3'3' middle platforms, and 3'x4' platform leading to 5'x6' bottom platform connected to 3'x12' steps to beach). Located: 17975 Soundview Avenue, Southold. SCTM# 1000-51-1-7 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3'. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7: Placement of.C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet - 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland ' Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read ,& acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer M. Domino /G. Goldsmith VIN. Krupski '/G. Williams Other I I PROPOSED BLUFF RENOURISHMENT, I o � � STABILIZATION AND BEACH ACCESS I I PROPOSED REVETMENT WALL TO STAIRS: >w' TOTAL 015TURBED AREA: B CONNECT TO EXISTING NEIGHBORING I I REVETMENT. CONTRACTOR TO TIE G; I SITUATE AT: �\ �✓ `""r+'^ ,L,'$ b`i�. •44 1 o t >+ 't�:yt � Fl•, ." j .,,•, r;.> GUTGHOGUE NY t5,b44 SOFT. 2 J- m, Wo ANDIN d s •t6:4.°, _..,� J'``i a 9 \ REVETMENTS T06ETl�2 TO FORM $ L 1 STAIRS @, a / . .. I "¢j k:"' ' ;•y .i` :.u.b �\ op AND UNINTERRUPTED FACE tj A WooD a . ,nfi. �r• ? .p'�; TOWN OF 5OUTHOLD L BLANDING y ✓a;.,.yt' n� i,«' ' si a 7 N\ \ 1 ` ' g ; .r' `��". ^' r ,fir r tier SUFFOLK COUNTY, NEW YORK AREA OF PROPOSED BLUFF a " r;° ':w; '" k ' �� x,•i,¢ SGTM NO.: 1000--151-01-01 I MYSDEG THP No38-04448/ 0\ /r �x•{' > r ` PLANTINGS AND RE-NOURISHMENT: co ±4,169 SOFT. / L ps .: �, ZONING DI5TRIGT: N/A AND TOWN OF 50U1HOLD WETI�IND AND (O M ,* :• '• ... USE: RESIDENTIAL x2.5 x 22-8 +, �? �y%"g' ".i. .�}. l...3. pv..,, finR� :x> \Q X / X 2_8 R.V,3 COASTAL EROSION MANAGEMENT '. > ' <' 2.5 ` ZO PERMIT No's 8162/81626) C\'1 V\p gg` �.,' �:h ,, ,' �: „ K-' ' , 4 bJ .f„. .:•y.,<; FEMA FLOOD ZONE: N/A \ / / y 61) ,.':�nRt'f�ArP,+''i .`„Ts •"...,,- W ,+� x'�,_ •y�, !i.d:.�r§�,N� •�.'�.}t;'a.�,,l. �.. �' V`'- pN\ P� . Cl / .r .t Fit"y._ :�L• }�{ 1, �.:. 'S'•�+•�tl; !l R�':- N.•9•":f •„"•:`S e'`r v, W_. / 2.5 / 4.1 NO M .i \\ x- / / x f' 'r'r4'",`.'`i..�.',''' `"Y'" J'.s,�y:t:"ri1`vr'•h,H ty. ,.,a, ..y. °'"."-.�'j �:.^ 4.A,�; y:�:: -:�f' •,�1 4.1 ,,.. .. t \ > _ \.. �; ;� f ,:..rr ,;:;ut�. / €•: . , .., 51TE DATA: EXISTING: • :7 - �n �Y4t � '�,e,v"• ' %i•: :sFfh'�i4,t✓' ,' d1 ` / \5� r, AREA OF SITE: 60,800 S.F. EO 2.5 ?� % «..� {; S V� �-._-� / (1 �i\0 ° �`-r'>t%y�Y; { s S o ,;.., '` ', ' .,Z J'`r{,�,t'.,4% ,° / 34 `. '; �� s •�;}: v ;,, _;� ' `°r' (1.396 AC. TO BULKHEAD) / Owl x _ ', °. �" a •�,. " , '',• `• 4Y "r / EXISTING 0 "r'df; ,y., s-.t ,.: , .:. . ._ ' b / 2 =`. ;',', s. :rir. a l:"°•, \ s.<, 2_5 / 5� 0 / WASHED OUT AREA TO BE T ag 5-4 i 22 a /^ �z;� �y%.-).t�.: ;��':a:� •� 'y/��;t � �y;� �;=,��,; «,'; `T'•�'' �' ��Yt:..,,- - '��jv: �, ry-�'�� ELEVATIONS ARE REFERENCED TO N.A.V,D. IQ88 DATUM j� 8 STABILIZED \E° �2 •/ .�,r"b f`�1yA 1=. •.'f1q w;T. 'S W j', t F,"•y1 it��.^�V',G. h 4•„ 4. 3_4 0, O o 0 F , ; r": PROPOSED RE-VEGETATION: / / x 10- FILL TERRAGE AND RE-VEGETATE A5 / INDICATED SEE SECT.'B' SHT 2 \5 R\6 P s`, .' t ti ~.i •y T ` 3.6 �/ \2 \q 55=5// / .vti \y �r",,`ryjt 1e,\,s J 4. PLANT PER PLANTING DETAIL IMIT " s'k+;�ky�� .y;;e,;�,. :� „re;L w }: : .r , tt PROPOSED WORK SUMMARY: AND SCHEDULE,SEE DWG No.2 EROD�D BU.�F is e^' , � 'Y�:, y.l ti ° 1 �i y'-' ;� r af, �'` • '� •,5:`d " ;'�+ �''A '" "� INSTALL PROPOSED STONE REVETMENT AND 3' WIDE WOOD BEACH AGGE55 NG: / - / - 2q / -AO . e P; •'- wh PROPOSED TERRACING. / - -- / r. '1 t; w* ,<;_•:.-.;;its '""" / 4.q_ _ -- 2' STAIR WITH LANDINGS. FILL TERRACE AND RE VEGETATE AT THE INSTALL PER TERRACING DETAIL / 2 zy / / a -a2 �`: •. , *. . ;, fi : AS's^�?}. '�, '- . �Y.;s' ;;:R. .r �r.•:, 5_8 � 4, ` , Y' S r o 0 o O � qa ;•` „s, ?;t ' : r AND SCHEDULE,SEE DW6 Not / 28_ 0 �� :;,.,. . �• f�1e• gra,., °��->�':-.Tp •� ,.., �•y<�:�,�„c... ;�.� GONGLU510N OF GONSTRUGTION. RESTORE AREAS OF BLUFF FACE THAT ARE / � ,-� 3 ,n 'r4' T e >:+:? x:17 / 4 5 �'• T •h*••- g VACANT OR DISTURBED DUE TO CONSTRUCTION AND WASHED OUT AREAS. PROPOSED STONE REVETMENT: - /eb� = +,.; ,.,2<•,?.,#i g.a,, :y , ,f)'. QT LONG(INCLUDING 13'AND II' 36_3 - EX\hSR'iO SEP O/\0 w•� , _: ' C�. ' ' _ .. , RETURNS)FOR TVP.ELEVATION X4_3 \b \> F SEE SECTION'A',THIS DWG 0�� -a0 °2�� - -- / ��PE ° AREA OF WORK o q o 0 0 �8W oo �2� - , ESN rn LOGTI Ol�l MSP: 0 0 / 420 rn SEE THIS SHEET FOR 'SECTION A' REVETMENT PROFILE ab m 5.2 y /'/ as AD NOT TO SCALE v W W W W Z 3.7 x 53.4 x z SEE SHT 2 FOR SECTION B STAIR PROFILE, / o �� y �y // a8 p a� -- 533 z GonsTAL EROSION HAZARD uNf STABILIZATION METHODS AND DETAILS PROPOSED BEACH ACCESS STAIR: ° NOTE: MACHINERY AGGE55 FOR PROP05ED BEACH ACCESS _ , 50' "� A5 5GALED FROM i \0/\q - �4 0 W ✓' 3'WIDE t18'LONG(TOP TO BOTTOM) 52 545 .tpp OF x53.1 m COA5TAL ERO5I0N HAZARD AREA MAP STAIR CONSTRUCTION 15 PROPOSED FROM BARGE _ ' ✓ WOOD BEACH ACCESS STAIR,INCLUSIVE PHOTO NO.55-51b-b3 OF ENTRY STEPS,(U ENTRY PLATFORM, v+ -! F�� • - BEET'°°F 4q GENERAL NOTES '2 -W �' W PIPEUNID (4)LANDIV5 AND 3'WIDE x t12 LG \AOM. 55.1 T.H.53. \ 2q 2b W --EX.OLD' ` �� STAIR TO BEACH. ' 53b /x x55.0 I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE 51TE PRIOR TO 5TARTING OF APPROXIMATE LIMIT OF y WODD DECK /� o x 540 rn SEE DWG Not FOR INFORMATION .� 55.6 561 x WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK SEVERELY ERODED 30 32 �' �; •� / 56 - / 546 x \ AGREE WITH SAME. PORTION OF BLUFF FACE 5a / 56.7 56.5 x- 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING ' x- 56q 54,9 TAY 1 i i� ` 3� " ' w / 53.4 �1 x- x z CODE AND ALL RULES AND REGULATIONS OF THE TOWN OF 5OUTHOLD. / 38 - - - / v PROPOSED 10 WIDE BUFFER: 54-3 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EX15T5 W410H DISAGREES WITH THAT AS a0=4�-.._ - -, '33• PROPOSED GRASS AREA(MIX OF 58.q x / o T \ INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. / , 53.4x AMMOPHILA BREVILIGULATA)BEACH / ,K4 W ),545 5b TA-5q. ? I SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE,AND CONTINUE WITH THE WORK,HE SHALL a6 _, 53.3 x GRASS 2-3 COLUMNS PER PLANTING 57.5rn A55UME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. PROP05EP LIMIT OF HOLE 12"OLMAX.WITH PANIGUM / x 60.1 60gx /58.1 Q 4. GRADING AROUND NEW 601,15TRUCTION SHALL 51-OFE AWAY AND BLEND INTO INTO EXISTING TERRACING.RENDUR15HMENT a8 _,- " VIRGATUM)SWITCH GRA%AT 2'-0" ` I y SLOPE. AND RE-VEGETATION. 50- O.G.,2 GAL.CONTAINER) x EX.D N 54.7 LL O 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED 501L WITH A MINIMUM 501L PRE55URE OF 2 TONS OVERLAP TERRAGING AND x 53.1 6RA1 6os� ssx J � O PER 50.FT.AND SHALL HAVE A MINIMUM OF b'-O OF COVER. BLEND FILL INTO ESTABL15HED , Uj 52 54.5 rn EX W° EX.5RIGK WALL I < b. DE516N TIMBER 5TR-55-DOUGLAS FIR,NO.2 GRADE FB = 825 P51,E = 1,200,000 PSI. STABLE AREAS. PROVIDE A m o 1 5nP5 X °N . K I }i! 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE 5GALED DIMENSIONS. THE SMOOTH TRANSITION FROM FOUPJD 34 - 2 -- O o I EX yup,9 d ENGINEER HAS NOT BEEN RETAINED FOR ON 51TE INSPECTIONS AND/OR OBSERVATIONS OF THE 5TA13LE AREAS TO NEWLY GONG.MON. I GK CONSTRUCTION. FILLED AREAS AND TH05E 55.1 T W�3 0 1.W.53.0\ • EX.y10\IE of i 8. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL B1 "TECO DISTURBED BY CONSTRUCTION. �.gx X x55-0 \ 1` i rn W N h1EPh " t I z0 ZO CONNECTORS"OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOADS® CONNECTION POINTS. 55.6 /56 54.0 X \ r- INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFAGTURER5 SPECIFICATIONS AND COASTAL EROSION HAZARD LINE 56.1 x 15!1` gPSEMENI PLS? 9 a 1 \ I RECOMMENDATIONS. AS 5GALED FROM 5a co / 56.5 X ( m STORE Q. STAIRS TO COMPLY WITH NEW YORK STATE BUILDING CODE. COASTAL ER05ION HAZARD AREA MAP X EXISTING I � ua p LU L1. zr A X 56.1 54 8 n . N0 T O 10.ALL LUMBER SHALL BE CGA NON). PHOTO NO.55 SHEET 10 OF 49 / 56•q 54.4 = X lyp KI IN6FN11 °9 4q:P I d II ALL POST AND DECK HARDWARE SHALL BE HOT DIPPED GALVANIZED,U.O.N.. IN ACCORDANCE 1s1w X x 543 X 6 `- \ O WITH ASTM AI53. 5�.1 v \ EPLb ` I O O 12. HANDRAILS,TREADS AND PLATFORM SURFACES TO BE BUILT WITH COMPOSITE MATERIAL OBEX 58,q x X \ o 2b3' U - LU 230 EX y�Op pEGK OR EQUAL). X X P1 ._, 0 EL.56.0' SITE PLAN - PROPOSED WORK °� o rn Ex.Wp0° EL.54.0' LLI C�EO = � NP: LU RICK r^' }�Q� E6PRPGE N 42' EL.52.0' I u�� PROPERTY LINE 20 10 O 20 40 60 Q EXI5TIN6 BUILDING GRAPHIC SCALE - ° O I - 20-O = o 510 2a.2 45 NOTED LAND LINES EL.50.0' -- ---- --- I NOTED WATER LINES hH rnI BILL OF MATERIAL: x� EL.4b.0 4.4 lop rn z EXISTING MAJOR CONTOUR to P 'ON SITE' FILL ACQUIRED FROM PROP. WORK STONE QUANTITIES: J PMP m ? EL.46.0' I N EXI5TING MINOR CONTOUR 6 QUANTITIES RESERVED FROM: 3 TO 5 TON ARMOR STONE _ ±540 TON5 ± 50-100 L65 GORE STONE = ±120 GU.YD5 `x x EXCAVATION ® B.O. BLUFF = 240 GU.YDS EL.44.0' I w EXI5TIN6 GRADE e 1. 6.0 TOTAL ESTIMATED RESERVED ON 51TE FILL = ±240 GU.Y05 NOTE: FILTER FABRIC A5 NEEDED N/O/F Z `j a41g 0\2E el = ELEVATION BLUF _ PLANTING ON BLUFF FACE: GINE SETH EIGHLEF? $ � EL.42.0' BARBARA EIGNLER l p I f WITHAPPROXIMALYt3TO BE _ 0 UY�DS. OF GLEAN SANDY FILL PLANT BLUFF FACE WITH NATIVE VEGETATION, INGLUDING BUT NOT OF NF A EL.40.0' FADDITIONALQ- h --- ----------------- ---- ( PHOTO KEY 5GH FOR LIMITED TO BEACH SHRUBNPLANTINGSD 5HITGH I 5(SEE PLANTING �Y T e O � \ TO RESTORE BLUFFS SURFACE ELEVATION. USE RESERVED FILL � Y EX.PP�R5PP110 FOR INITIAL RE-NOURISHMENT. - 0 APPROXIMATE AREA = ±4,169 SF SCOPE OF WORK: EL.38.0' REQUIRED FILL: 1500 GU.YDS. NOTE. THE AMOUNT OF RE VEGETATION WILL BE LESSENED BY THE T�� ON-SITE RESERVED FILL: 1240 GU.YDS. AREA OGGUPIED BY E5TABL15HED,STABLE EXI5TING VEGETATION r: r� I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WORK OR TO / �, PURGHA5E FILL: ±260 GU.YD5. n �; t: v ADJACENT PROPERTIES. EL.36.0' ALL PURGHA5ED FILL USED 5EAWARD OF T.O. BLUFF MUST BE 2 � 2.SEE FILL AND COMPACTION NOTES PRIOR TO ANY SITE WORK. EXISTING RIDGE OF WASHED OUT AREA TO BE ___ CING ON BLUFF FACE: cn u 1 3.CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO EXCAVATION. STAIR AND SHAPED AND GRADED. BLEND WITH PROPOSED GLEAN AND OF BEACH COMPATIBLE GRAIN SIZE TO EXISTING X73493 ' z REVETMENT CONTRACTOR SHALL COORDINATE REGARDING STONE/STAIR POST EL,34.0' iii! , FILLED FOR A SMOOTH TRANSITION SAND FOUND ON 51TE AND MUST BE PURGHA5ED FROM AN 15 REQUIRED FOR THE PURPOSE OF STABILIZING DISTURBED 501E �� m LOCATION. APPROVED UPLAND SITE. AND TO REDUCE EROSION 4.ALL DEBRIS FOUND ON BLUFF FACE SHALL BE REMOVED PRIOR TO THE START OF APPROXIMATE AREA = ±4,169 S.F. ESS10 CONSTRUCTION EL.32.0' f EFFREY TLER, P.E. om a.REMOVE ITEMS TAGGED FOR DEMOLITION. r��4 THE WASHED OUT AREA SHALL BE RESTORED TO b.REMOVE ALL UPROOTED'DEAD VEGETATION. DEAD VEGETATION SHALL BE GUT AT �/i THE LEVEL DEPICTED IN THI5 ELEVATION. O WIDE NON TURF BUFFER: p EL. 30.0' of HEIIN YORK CITY GRADE,LEAVE ROOTS BELOW GRADE. ___ _______________ LOCATED AT TOP OF BUFFER. SEE PLANTING SCHEDULE LONG ISLAND •rn G.HAUL DEBRIS AWAY TO APPROVED UPLAND SITE. d 0 5. INSTALL PROPOSED BEACH ACCESS 5TAIR5,5EE 560PE OF WORK-STAIRWAYyl 1, M GON5TUCTION AND SECTION 'B'ON DWG.NO2 FOR REQUIREMENTS AND CONSTRUCTION. EL.28.0' 800-272-4480 1811 6.GON5TRUGT PROPOSED ARMOR STONE REVETMENT,±121 FT LONG,SEE SECTION 'A'(THIS PROVIDE GLEAN SANDY FILL OF BEACH APPROVED BY DRAWING) EL.26,0' (/ GOMPATIBLE GRAIN SIZE. SEE DWG Not Q� U- < www.dignetnycli.com �EENGE CONSTRUCT AS FOLLOWS: FOR INFORMATION ON TERRACING AND BOARD OF I�USTEES or o�E• A. EXCAVATED TO ACCOMMODATE PLACEMENT OF TOE STONE,GAP STONE AND RIP T•�X O RAP. (BOTTOM OF EXCAVATION = tEL.-2.8') EL.24.0' �,' RE-VEGETATION. I 4 z www.call811.com (for other states) fim oq B. INSTALL(1)ROW OF ARMOR STONE(TOE STONE)ONE STONE DEEP AND ONE STONE u- '� N TOWN OF SOUTHOLD �L, � t- � Q HIGH,(±6 BELOW GRADE)AS DEPICTED IN SECTION 'B',DWG NO.2. wLU EL.22.0' [p Lu DATE „rT W } OI ~ > By law,excavators and contractors working in the U1\U1Y POaIP G. INSTALL 10" - 13'RIP RAP(50-100 LB GORE STONE)LANDWARD OF TOE STONE,IS" % ® , g \II. IN DEPTH(MIN)AND UNDERLAIN WITH FILTER CLOTH-SEE SECTION 'A' p I tY ®' 1�I 20 LU Z Q five boroughs of New York Ci and Nassau and m'I • a- D. INSTALL(I) ROW OF ARMOR STONE(GAP STONE)ONE STONE DEEP AND ONE STONE / LU p. Suffolk Counties on Long Island must contact I EL.20.0' i�� O � •, 1.-4 E �< Z - (Y HIGH,PLACE T.O.STONE 0 GRADE LANDWARD OF TOE STONE) AS DEPICTED IN ------------------ - DigNet, 1-800-272-4480 or 811,at least 48 hours '�+4 J y, LLJ < SECTION 'A',THI5 DWG. IU �' `� (�/ Q I �/ (� but no more than 10 working days(excluding m '� A z E. INSTALL(3)ROW5 OF ARMOR STONE ONE STONE DEEP AND ONE STONE HIGH, EL. 18.0' / >� I -I _ = Q o (� weekends and legal holidays)prior to beginning , , W (ABOVE GRADE)AS DEPICTED IN SECTION A,THI5 DWG. INCLUDING,THE BEDDING, %,I Q p ----'_ any mechanized digging or excavation work to rn -. , + PROPOSED STONE REVETMENT a THE BASE OF THE STRUCTURE WILL EXTEND APPROXIMATELY �.0'BELOW GRADE G Z z IO Z ensure underground lines are marked. n Z (APPROX. ±EL:2.0) EL. 16.0' I APPROXIMATELY ±121 LG < � Excavators and contractors can also submit m F. THE ARMOR STONE WILL BE IN5IALLED 50 THAT THE EDGE OF THE TOP LAYER OF I 3-5 TON ARMOR STONE 0) 3 _ -J 0 � # O locate requests online,through ITIC.If you do not m N STONE WILL 51T LANDWARD OF THE BASE STONES BELOW IT. THE 5TRUGTURE SHALL EL. 14.0' 11 i 1\ � I (4',P - 4.15' STONE TYP) tY Q o currently use[TIC,please call 1-800-524-7603 NOT ENCROACH BEYOND THE PROPOSED BOTTOM OF BLUFF(±EL.4.0'). THE STONES Z < N for more information. -a AND BANK WILL AGAIN BE SHAPED,GRADED AND FILLED AS NEEDED TO ENSURE A Q,0'(MAX) E3' T.O. PROP. STONE REVETMENT ( W ' STABLE ARMOR STONE WALL. I O PMP EL. 12.0' /, �? EL. 12.0' (MAX) � Q I {� 2r , � o For safety reasons,homeowners are strongly pp51 1.GRADE AREA IMMEDIATELY SURROUNDING THE ARMOR STONE. RESTORE SURFACE G r.,. b 'U � 6 Z r i V N encouraged to call as well when planning any ELEVATION OF BEACH TO MATCH NEIGHBORING AREAS. EX15TIN6; TOE OF BLUFF F- Q ' a } -1 O N type of digging on their property. Homeowners e,.USE AN ESTIMATED ±240 GU.YO5 OF GLEAN SANDY FILL(OBTAINED FROM EXCAVATION® EL. 10.0' z O - - can contact us directly at 1-800-272-4480 or by ? 8.0.BLUFF) AND 5UPPLIMENT W/±110 GUPT.OF GLEAN SANDY FILL OBTAINED FROM AN ------------ ----- --- - @ APPROX. EL. ±4.1' '� LU Int_ calling 811,the national call before you dig R°W APPROVED UPLAND 51TE FOR THE PURP05E OF RESTORING THE BLUFFS SURFACE Q _.___. - Z) number. For excavation work completed on HE ELEVATION To ITS NATURAL GRADE. PROVIDE FILTER FABRIG AS SHOWN PROPOSED STONE REVETMENT I a 0) EX °6E EL.8.0' ENCASE GORE STONE ALL 51DE5. SHALL NOT ENGROAGH BEYOND ALL ERODED OR GULLIED AREAS SHALL BE RESTORED TO THE LEVEL OF THE ,i lL Q personal property,it is the:contractor's � �`� / .. responsibility--NOT the homeowner's-to contact 0 NEE\\r,E SURROUNDING NATURAL GRADE USE U.S. FABRICS,P/N U5230 o PROP05ED TOE OF BLUFF O Z DigNet. Having utility lines marked prior to N N Ey.. D v THI5 DWG.THE WASHED OUT AREA SHALL BE RESTORED TO THE LEVEL DEPICTED IN SECTION 'A', I^ / �-;�' \\�� ~ digging is free of charge. i SER PpW\R� ° "�� q. INSTALL TERRACING AND PLANT BLUFF FACE PER DWG No.2,5EE 'FILL,RE-VEGETATION PROP. 50-100 LB GORE STONE (Io" TO 13" p Q Z GP1ti �X, ° ^` , AND TERRACING 5EQUENGE OF EVENTS NOTES'FOR PROCEDURES AND REQUIREMENT5. EL.4.0' RIP RAP) TO BE PLACED ON AND AROUND / SPRING HIGH WATER (3 EX gR\GK\ i`� V 1 ell' Y + APPARENT HIGH 1 ROP° NGE 3 OF VEyN WATER MARK 9 ±EL.2.6' FILTER FABRIC TO PREVENT SCOURING ® -EL. .0' \ \1P0 EX,\R°NFE �St� Jj°21' Q .�EX.E06E PP ° EL.2.0' PROPOSED SITE PLAN IS BASED yy�l 2.6x ON ORIGINAL SURVEY BY: . EL.0.0' -_ ±I.I --UNDI501L UNDI`55011L 1.3x APPARENT LOW �� . NATHAN TAFT GORWIN I 11, LAND SURVEYOR �x \ea ° ° ±I WATER MARK® ±EL. L3' " P.O. BOX 16 - 8.0. REVETMENT(TOE STONE) JAME5PORT, NEW YORK 11c14-7 SITE PLAN - EXISTING CONDITION B.O. PROPOSED EXCAVATION ® APPROX. 1 EL.-2.0 SEGT I ON W PHONE: 631-727-2090 ° P RESERVE EXCAVATED MATERIAL FOR FILL APPROX. i EL-215 SURVEYED: MAR. 9, 2014 �`` REVISED: DEG. 19, 2019 REVETMENT � R��IOURI S�M�NT �'fi�0�1 �� APPLICANT/OWNER: KEVIN GALLAGHER �� 30 15 GRAPH G SGAO 30 60 CIO I" = 30'-0° 5GALE: 3/16" = 1'-0" of 2 PRUNE I/8"OF LEAF AREA BUT RETAIN NATURAL FORM PLANTI NO SCHEDULE TERRA(1 NO SCHEDULE PROP05ED GRA55 AREA (MIX OF AMMOPHILA BREVILIOULATA) BEACH 6RA55 2-3 / www.dignetnycli.com PROPOSED NEW 5 t SPRAY WITH WILT-PROOF PER COLUMNS PER PLANTING HOLE 12" O.G MAX. WITH PANIGUM VIR6ATUM) SWITCH GRA55 TERRACE SLOPE ACCORDING TO SGH. BELOW: Of NEW YORK CITY or BUSH PER PLANTING EXISTING SHRUBS, \ & LONG ISLAND www•ca11811.com MF6'S IN5TRUGTION5 IF FOLIAGE f I kiff (for other states) SCHEDULE(SEE 5HT 1), 15 PRESENT AT 2-0O.G., 2 GAL.CONTAINER). TO REMAIN SLOPES OF 1:3 SLOPES OF 1:2 5LOPE5 OF I:I OR GREATER MIN 5-0" O.G. / \ i TERRACING IN BE INSTALLED AT TERRACING TO BE INSTALLED AT TERRACING TO BE IN5TALLED AT 800-272-4480 811 `y/� USE SHRUBS WHERE NEEDED A5 CONDITIONS ALLOW. \J 6 O.G. SPACINGI GROUND LINE TO BE SAME A5 EXISTING BLUFF FAGS ` 3 O.G. SPACING 1'0.(. SPACING AT THE NURSERY PROPOSED NORTHERN BAYBERRY BUSH (MORELLA PENSYLVANIGA) TO BE PLANTED C� AT A MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). �rGfi 1 By law,excavators and contractors working in the For safety reasons,homeowners are strongly AND OR PROPOSED BEACH ROSE BUSH (R05A VIR6INIANA) TO BE PLANTED AT ..'i t GULLIES LANDWARD OF EX. STONE WALL 1 0 1 ESTABLISHED VEGETATION OR � ►� v� five boroughs of New York City and Nassau and encouraged to call as well when planning any MEANS OF STABILIZATION(PLANTED MINIMUM 3 FOOT ON(ENTER(3 GALLON C,ONTAINER). `':..; SHALL BE FILLED AND GRADED TO THE LEVEL d Suffolk Counties on Long Island must contact type of digging on their property. Homeowners IS" MIN. FOR AND/OR PROPOSED BEACH PLUM BUSH (PRUNUS MARITIMA) TO BE PLANTED AT A :::_,`'`" OF ADJACENT BLUFF FADE, REIPJFORGE BY 3 GRASSES AND/OR TERRACING) ��•-.*'��" 2 1 DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by PLANTS UP TO 4 I I ;..:r;.;';.:._ HIGH,20" MIN. FOR I MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). :.... ...;.{,,:;.:.: q TERRACING AND PLANTIN15 W/APPROPRIATE but no more than 10 working days(excluding calling 811,the national call before you dig REMOVE BURLAP FROM TOP OF (SEE PLANTING DETAIL THIS DWG) ="''.,.y°'. NATIVE VEGETATION. weekends and legal holidays)prior to beginning number. For excavation work completed on PLANTS OVER 4' <' ';- -.,. any mechanized digging or excavation work to personal property, it is the contractor's HIGH 6" MIN `_____ BALL ensure underground lines are marked. responsibility--NOT the homeowners-to contact PROPOSED BLUFF FACE BACKFILL WITH TOPSOIL PEAT- MOSS 3:1 RATIO BY VOLUME IN q" Excavators and contractors can also submit DigNet. Having utility lines marked prior to locate requests online,through ITIC. If you do not digging is free of charge. \ �J� LAYERS-WATER EACH LAYER UNTIL ;; P 0 05ED BEACH GRA55 currently use ITIC, please call 1-800-524-7603 for more information. TYPIGAL 5HRUB SETTLED. DO NOT TAMP TERRACING: NTED A5 126' �;-,• USE 2x2x4' LONG GGA TREATED STAKES W/2xb GGA >;: ::; f, D IN PLANTING/ PLANTING DETAIL 6" FOR PLANTS UP TO 4' HIGH 8" PLANKS SECURED TO STAKES(MIN 6-0" OG). INSTALL ` }' "- 56 3.o' N.T.S. �«.'..: = PROPOSED WOOD PLATFORM FOR PLANTS OVER 4' HIGH TERRACING PERPENDICULAR TO DOWNWARD SLOPE. SECURE 2xb PLANKS TO ADJACENT PLANKS ALONG J 3 O WIDE x 3 0 LONG NEN YORK 5TATE BU I LD I NO CODE HORIZONTAL PLANE. COMPACTION NOTES: PROP05ED WOOD STAIR SECTION RR314 SUB GRADE TIMBER TERRACE RETAINI NO HALL 3'-0" WIDE x ±11'LONG o 30 Q 5TAIRWAY5 INERAL NOT U5E1? AND PLANT1 NC DETAIL SECTION RR314.5.5EGTION RR314.2 TREA05 AND RISERS. THE MAXIMUM R15ER HEIGHT SHALL BE 8-1/4 2.U5IN6 501L TEST DATA 5GALE: NONE PROPOSED 3' ,NIDE x ±l8' LG TIMBER BEACH ACCESS STAIR AND PROPOSED WOOD STAIR INCHES(20q MM) AND THE MINIMUM TREAD DEPTH SHALL BE q IN( (22q MM). THE R15ER HEIGHT el A.AT ITS OPTION,THE ENGINEER MAY PROVIDE 501L TEST INFORMATION To THE CONTRACTOR. IF 3'-0" WIDE x ±15' LONG SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE TREAD PROVIDED,THE DATA WILL INCLUDE GLA55IFICATION OF THE 501L IN AGGORDANGE WITH THE UNIFIED HANDRAIL. STAIR AND HANDRAIL DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST SOIL GLA551FICATION 5Y5TEM(A5TM 02481). THE 516NIFIGANGE OF THE DATA WILL BE INTERPRETED TO CODE, SEE NOTES(THIS DWG) PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREA0'5 LEADING EDGE. THE BY THE ENGINEER +, PROPOSED WOOD PLATFORM WALKING 5URFAGE OF TREADS AND LANDINGS OF A STAIRWAY SHALL BE SLOPED NO STEEPER THAN B.5011-5 DESIGNATED A5 HIGHLY EXPANSIVE(GHI,MHO,AND OH)MAY REQUIRE LIME 5TABILIZATION PROPOSED WOOD ENTRY STAIR PROPOSED WCOD STAIR 5-0" WIDE x 4'-0" LONG ONE UNIT VERTICAL IN 45 UNITS HORIZONTAL (2-PERCENT SLOPE). THE GREATE5T R15ER HEIGHT AND/OR 5ELEGTIVE REPLACEMENT WITH 50ITABLE SOILS. 5UGH 5PEGIAL TREATMENT5 WILL BE 5-0" WIDE x t4' LON6 5-0" WIDE x ±40'LONG WITHIN ANY FLIGHT OF 5TAIR5 SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH MS MM). DETAILED IN THE 51TE BID DOCUMENT5 IF THE 005T 15 TO BE INCLUDED IN THE CONTRACTOR'S BASE PROP05ED WOOD LANDING BID. PROPOSED WOOD ENTRY PLATFORM PROP05ED WOOD PLATFORM 5'-0" WIDE x b'-0" LONG THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY G.501L5 DESIGNATED A5 HIGHLY ORGANIC(OH,OLD,AND PT)MAY REQUIRE SELECTIVE 5-0" WIDE x 6'-0" LONG MORE THAN 3/8 INCH (g5 MM). REPLACEMENT WITH SUITABLE 5011-5. THE NEED FOR AND THE EXTENT OF THI5 TREATMENT WILL BE 3-0 WIDE x 6-0 LONG DETAILED IN THE 51TE DOGUMENT5 IF THE GO5T 15 TO BE INCLUDED IN THE CONTRACTOR'S BA5E BID. PROP.3'EA WIDE x SECTION RR315 D.THE CONTRACTOR 5HALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY GONDITIONS o 0 0 ±12' LG BEACH STAIR HANDRAILS REQUIRING 5PEGIAL GON5IDERATION NOT ADDRESSED IN THE 51TE BID DOCUMENTS. THE EXTRA 005T OF UNANTICIPATED REMOVAL WILL BE BASED ON THE UNIT G05T5 PROVIDED WITH THE BASE BID. 16EM WOOD STAIR TO BEACH m m SECTION RR315.1 HANDRAIL5. HANDRAIL5 HAVING MINIMUM AND MAXIMUM HEI&HT5 OF 34 INCHES AND THE G05T OF UNANTICIPATED LIME 5TA13ILIZATION OR OTHER SPECIAL TREATMENT WILL BE 3.0' 38 INCHES 064 MM AND q(95 MM),RESPECTIVELY,MEA5URED VERTICALLY FROM THE NOSING OF THE NEGOTIATED. t4' b.0' 140' 6.0' TREADS,SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS. ALL REQUIRED HANDRAILS 5UB GRADE PREPARATION f5b' SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER OF 1►8'OA. THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY I.NOT USED 2.NOT USED TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A 5PACE OF NOT LE55 THAN 1.5 INGHE5 3.NATIVE 501L(OMPAGTION: COHESIVE AND COHE5IONLE55 NATIVE 5OIL 5HALL BE COMPACTED TO 115%AND 100%OF THE OPTIMUM BEAGH STAIR PLAN 38 MM) BETWEEN THE WALL AND THE HANDRAIL. a DENSITY,RE5PECTIVELY,PRIOR TO PLACEMENT OF FILL. CD I " ✓GOPE OF i' `IORI� - 5TAI R GON5TRUGTI Old SECTION RR315.2 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE 4.FILL 5T C495ION AND COMPACTION:MAT Q o I SCALE: 3116 = 1'-0" I. CONTRACTOR TO VERIFY ALL DIMEN510N5 IN FIELD PRIOR TO ANY WORK. FOLLOWING TYPES OR PROVIDE EQUIVALENT 6RA5PABILITY. rT� THE MOST GoSr EFFECTIVE FILL MATERIAL FROM THE Fol1oW1NG SHALL BE USED: z 2. STAIR CONTRACTOR TO COORDINATE STAIR SUPPORT POST LOCATIONS W/REVETMENT W -5AND-GRAVEL MIX(15 TO 5%FINES(0.02 MM AND GBR> 11), � < � -GRAVELY 501E(3 TO 6�FINES<0.02 MM AND CBR>8), w I I CONTRACTOR. TYPE I. HANDRAILS WITH A CIRCULAR GRO55 SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT F+� 133 tom' 3. CONSTRUCT A SET OF 5TAIR5 APPROXIMATELY t78' LONG WITH (1) 3'WXt4'LG ENTRY STAIR (1) LEAST 1-1/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL I5 NOT -SANDY SOI 1-5(3 TO bSK FINES<0.02 MM AND GBR>8), � � .. -51LTY GRAVELY 501L5(b To 10%FINE5<0.02 MM AND CDR>8), � � m PROP05EP 10'NON-TURF BUFFER 3'X6' ENTRY PLATFORM,4'Xt40' STAIR,(1) 3'X6' LANDING,(I) 3'WX±II' LG STAIR,(1) 3'X3' CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 MM) AND NOT ,,� O _SILTY SANDY 501L5(6 TO 15%FINE5(0.02 MM AND CBR>8), o � o � FROM T.O.BLUFF LANDING,(I) 3'WX±15' LG STAIR,(1) 3'X4' LANDING,(I) 5'X6' BEACH AGGE55 LANDING,(1) 31WX±12' GREATER THAN 6-1/4 INCHES (160 MM) WITH A MAXIMUM GROSS SECTION DIMENSION OF 2-1/4 rw m � O CLAYEY GRAVEL 501L5(OVER 20%, FINE5(0.02 MM AND GBR>5), O - it I LG STAIR TO BEACH. INCHES(51 MM). -CLAYEY 5ANDY 501L(OVER 20% FINE5(0.02 MM AND GSR> 5), 3'x6'WOOD A. MATERIALS TO BE USED U.O.N. (5TAIR): 1.4 X Z PROPOSED NON ENTRY PLATFORM 5.THE ENGINEER RESERVES THE RIGHT TO HAVE 501E 1E5T5 PERFORMED TO CONFIRM THE SUITABILITY OF Q I I. 2X12 5TRINGER5 TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES(I60 MM) SHALL PROVIDE A ua o I O � ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND COMPACT THE FILL MATERIAL IN b INCH z / 2. 2X4 CLEATS GRASPABLE FINGER REGE55 AREA ON BOTH 51DE5 OF THE PROFILE. THE FINGER RECE55 SHALL Q MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO g5%OF THE OPTIMUM DENSITY. GOMPAGTION �- O TURF BUFFER TO Q � � F- I BE PLANTED WITH EXISTING VEGETATION SHALL REMAIN IN PLACE, 3. 4X6 POSTS BEGIN WITHIN A DISTANCE OF 3/4 INCH (Iq MM) MEASURED VERTICALLY FROM THE TALLEST PORTION nM� < N SHALL BE AGGOMPLISNEO AT NO LE55 THAN OPTIt4JM MOISTURE CONTENT UP TO 2%WETTER.OPTIMUM O O 2 NATIVE DELIBERATE CARE SHALL BE TAKEN NOT TO 4. 2X4 MID RAIL OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5116 INCH(S MM) WITHIN 7/8 INCH BELOW THE DENSITY AND OPTIMUM M015TURE CONTENT SHALL BE A5 DETERMINED BY A5TM 01551. NO RUBBLE. v Q v D_ I DISTURB ROOT BASE OF EXISTING PLANTING5 5. %4"X6 HANDRAIL WIDEST PORTION OF THE PROFILE. THI5 REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH (� TRASH.BOULDER5.OR OTHER DEBRIS WILL BE ALLOWED A5 FILL MATERIAL IN ANY U5AGE. VEGETATION r I b.FOR UN5TABLE 501L5 WITH LE55 THAN 250 P5F COHESION OR ULTIMATE BEARING CAPACITY OF LE55 U�� EL.54.0' I 6. 2X10 TREADS (10 MM) TO A LEVEL THAT 15 NOT LE55 THAN 1-3/4 INGHE5(45 MM) BELOW THE TALLEST PORTION OF EL 54.0' PROPOSED STAIRS AND HANDRAIL TO CODE - "� B. MATERIALS TO BE U5ED U.O.N. (PLATFORMS/LANDINGS): O THAN 500 P5F,GEOTEXTILE FABRIC SHALL BE IN5TALLED IN ALL UTILITY AND PIPING 1RENGHE5 AND THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE I-I/4 INCHES (32 a I. 2X6 FLOOR JOISTS TANKHOLES TO REDUCE MIGRATION OF FINE-GRAINED SOIL AND SEPARAI�E DISSIMILAR FILL SEE NOTES 11.65 SHEET 1 Q MM) TO A MAXIMUM OF 2-3/4 INCHES (10 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH r�� lfl MATERIAL5.THE CEOTEXTILE MATERIAL SHALL OVERLAP ADJACENT GEOTEXTILE MATERIAL BY A EL. 52.0' / EL.52.0' 2. 2Xb PLATFORM 5URFAGE F-+-1 MINIMUM OF 12"A5 NEGE55ARY TO COVER THE INTENDED AREA. CEOTEXTILE FABRIC 5HALL BE UNDISTURBED ;; i i I G. ALL HARDWARE TO BE GALVANIZED. (0.25 MM). PROPOSED CTF130EX,TYPAR 3401,GTE150EX,OF:TYPAR 3601 A5 MARKETED BY EXXON CHEMICAL AT EL.50.0' 501E ±78' LG TIMBER BEACH EL.50.0' D. ALL LUMBER TO BE TREATED (E.G. GGA,AGQ U.011)1-800-54-EXXON. i i ' i I�l AGGE55 STAIR �T 1.NOT USED i i i i i 2-2x6 TREADS/S1EP, 1-x-1 , � NOTE: 8.Nor U5ED EL. 48.0' i i ; i I EL.48.0' ALL PLANTED VEGETATION WILL REQUIREIrTl q.Nor USED " , � ;' �� 2x10 STRINGERS z 10.COMPACTION TESTING: EL.46.0' u I; \ 4x6 POSTS,2x4 CLEATS EL.46.0' THE ENGINEER WILL ENGAGE AN INDEPENDENT TE5TIN6 LABORATORY TO PERFORM(1)A 5TANDARD MONITORING OVER 3 GROWING SEASONS. PROCTOR TEST(ASTM 01551)ON THE FILL MATERIAL(OR NATIVE 501L PROCTOR TE5T(ASTM 01551)ONi i i I G l 2X4 MID RAIL O THE FILL MATERIAL(OR NATIVE 501L IF NO FILL 15 U5E0) AT LEA5T 12 HOUR5 BEFORE THE EL.44.0' i; EL.44.0' P'��' Y 0 ONTRACTOR INITIATES COMPACTION AND(2)A NUCLEAR DEN5ITY GAUGE (ASTM D2g22 AND A5TM I I EXISTING VEGETATION SHALL REMAIN IN C 03011)OR SAND GONE(ASTM 01556) TEST AT A MINIMUM OF THREE RANDOMLY SELECTED LOGATION5 EL.42.0' ;' PLACE,DELIBERATE CARE SHALL BE EL.42.0' SEE STAIR CONSTRUCTION DETAIL FOR TO MEASURE THE DEGREE OF GOMPAGTION OF THE 5URFAGE SUBGRADE. IF THE RESULTS FROM THI5 TAKEN NOT TO DISTURB ROOT BASE OF ADDITIONAL INFORMATION AND TEST FOR THE FILL OR NATIVE 501L DO NOT MEET OR EXCEED THE DEGREE OF COMPACTION 5PEGIFIED I,�f DIMEN510NAL REQUIREMENTS. (THI5 DWG) n 1 EX5TIN5 PLANTINGS. - �� IN THI5 5EGTION,THE 605T OF TE5TIN5 WILL BE DEDUCTED FROM THE CONTRACT AMOUNT,AND THE EL.40.0' � � � EL.40.0' TE5TING(2) WILL BE REPEATED. i 2cP U Il.THE CONTRACTOR MUST REMOVE THE EXISTING 5ANITARY 5Y5TEM IN AGCORDANGE WITH THE EL.38.0' 0 49 5TANDARD5 OF THE 5.G.D.H.5. CONTRACTOR 15 RE5PON51BLE FOR ALL IN5PEGTION5 AND SIGN-OFF OF AREAS DISTURBED BY CONSTRUCTION AS EL.38.0' R 5AME. WELL AS VACANT SHALL BE STABILIZED UNDISTURBED ;; J 2xb J015T5, 2x6 DECKING ,L I I ��E�SION' 12.NOT U5ED EL.36.0' i SOIL i i ! (5EE 6ENERAL NOTES,NoA AND 10) EL.36.0' BY GRADING, TERRACING,FILLING AND J m PLANTING W/APPROPRIATE NATIVE 3'x6' WOOD `D I o EL.34.0' VEGETATION. ; !` �� PLATFORM EL.34.0' O I JEFFREY T. BUTTER, P.E. EL.32.0' EL.32.0' J o i i 3'W TREADS AND PLATFORM 5URFAGE5 P05T5 SHALL EXTEND A IDE STAIR i i !� O w +� TO BE EUILT WITH UNTREATED EL.30.0' MINIMUM OF b.0' BELOW «' (BEYOND) EL.30.0' 2 WOOD OR COMPOSITE MATERIAL UNDISTURBED 501E (TVP,U.O.N.) 3'x3' WOOD PLATFORM - I fx N v -7 USE: EL.28.0' u i' (BEYOND) EL.28.0' C W O < 6ALV.R RRiGANE ,, ,fl O, I at Q/ GLIP5 TYP.AT ALL i _41 n Q I ( } CONNECTIONS N N EL.26.0' PROP05ED BEACH GRA55 TO BE ' I EL.26.0' -i . W Z PLANTED AS INSTRUCTED IN ;; �' N W L j S- O q BEACH 6RA55 PLANTING SCHEDULE,THI5 DW6 ;; Nft PROPOSED 5HRU65 TO BE PLANTED A5 AN �' +� M--� Q F- W PLANTING5(TYPICAL) EL.24.0' ,, ALTERNATE TO BEACH C-RA55 WHERE EL.24.0' � Oj } CONDITIONS ALLOW. SEE PLANTING SCHEDULE u W < i Z O FILL, RE-VEO ETATI ON AND DETAIL, THIS DWG I I �- LU Z 2"X12'GGA AND TERRA(I NO EL.22.0' SLOPE WITHIN THE WASHED OUT AREA,SEE ' If �� EL.22.0' o I 5TRINGERS DWG No.l SHALL BE STABILIZED BY GRADING, i ' i i 1b _ ' .fl < a O 0 Ib"O.G. 5EQUENGE OF EVENTS NOTES: EL.20.0' TERRACING,FILLING AND PLANTING W/ , ; , , EL.20.0' z Q , D W >' -__I Q I I APPROPRIATE NATIVE VEGETATION. i i i , E E z < . �/ Z Q O O I I I. NO RE-VEGETATION OR TERRACING INSTALLATION SHALL OCCUR UNTIL ALL " i ' ,\ ( � Q O 1-I ►O Z Z O EL. 18.0' ' ' i i i I I CONSTRUCTION 15 COMPLETE. ' EL. la.o' O � # -2 I I 1'0'1 2.NO FILL SHALL BE TAKEN FROM THE SURROUNDING BEACH OR BLUFF FACE. TERRACE AND RE-VEGETATE DISTURBED AREAS AT I I I I u 3'x4'WD *bl' E"i J O O 1 1 1 3. 5EE PLANTING SCHEDULE,PLANTING DETAIL, TERRACING SCHEDULE AND CONGLL61ON OF STAIR GON5T.,SEE FILL AND EL. 16.0' ; PLTFRM 5x6 WD BEAGH EL. Ib.o' _ . < In �- N 2"X6'GGA® Ib"O.G. I I 1 �_ TIMBER TERRACE RETAINING WALL DETAIL,THI5 DWG. RE-VEGETATION SEQUENCE OF EVENTS' ,, ACCESS PLTFRM a- I I w + 2-2 XIO GGA � 123 P' 4.PROVIDE GLEAN SANDY FILL FROM AN UPLAND SOURCE (BEACH O GIRDER EL. 14.0' I EL. 14.0' P05T5 TO EXTEND I I COMPATIBLE GRAIN SIZE) FOR THE PURPOSE OF RESTORING BLUFFS THE WASHED OUT AREA SHALL BE RE5TORED TG u ,, flb' w z O N UNDISTURBED V1 J 6'-O"BELOW 1 I " 5URFAGE ELEVATION TO NATURAL GRADE. THE LEVEL DEPICTED IN SECTION 'A' SEE DWG No.l SOIL �. T.O. PLTFRM = 12.3' I20' , } O N UNDISTURBED 501L(MIK) I �� 4 xb GGA 5.GULLIE5,LOW POINTS AND WASHED OUT AREAS WITHIN THE AREA OF WORK EL. 120' ,, �Mfkjl EL. 12.0' DEC 2 6 O w �`P �� Po5T5(TYP) a LL I I i 1 I ,� SHALL BE FILLED AND GRADED TO THE LEVEL OF THE ADJACENT BLUFF ' �tl I I FACE (THE NATURAL GRADE). ANY GULLEY OR ERODED AREA SHALL BE RESTORED EL. 10.0' i i (4) b xb GGA POSTS Wl O I I I I I I 6. ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. DELIBERATE CARE TO THE LEVEL OF THE SURROUNDING AREA I I - (2) 2"x10" GGA GIRDERS EL. 10.0' LL I I , AND 2x8 GGA JOISTS® O Z U i i I I SHALL BE TAKEN NOT TO DISTURB ROOT BASE OF EXISTING PLANTS. � _ I a (•- I I I 7. ANY DEAD VEGETATION SHALL BE CUT e GRADE AND REMOVED FROM EL.8.0' U I6" O.G.,PLACE BEACH EL.B.o' STAIR IMMEDIATELY I I I I I I BLUFF FACE. FOR INFORMATION I I I I I I NOTE: LEAVE ROOTS INTACT BELOW GRADE. EL.b.o' REGARDING PROP. ; C I SEAWARD OF PROPOSED EL.6.0' 0 O L I I I I I 1 8. ANY UPROOTED TREES,ETC. SHALL BE REMOVED FROM BLUFF FACE. REVETMENT DE51ON REVETMENT v 11 1 I I I I I 1 q.WORK WITHIN DESIGNATED AREA OF WORK,CONTRACTOR TO ATTEND TO EL.4.0' SEE 5EGT. 'A',DWG No.l SPRING HIGH WATER EL.4.0' I I I I I I DISTURBED,WASHED OUT AREAS WITH EXTRA CARE. LJ I I 1 I SEGTI ON IBI I ® ±EL.3.0' I I I 10.APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. � I I 1 I APP.HIGH WATER MARK® ±EL.2.b' �� . A I I I I I I II. TO APPLY FILL: EL.2.0' 1= 1I� I I STAIR I 1 I I 1 1 a. WORK HORIZONTALLY AGRO55 BLUFF FACE, LIMIT THE WORK AREA I I I I 1 ;� UNDISTURBED APP.LOW WATER MARK @ ±EL. 13' I I j j I I TO 3-4 FT OF VERTICAL 5URFAGE AREA AT A TIME. CONTRACTOR BEAGH STA I R PROF I LE EL.0.0' I '� I I J I � SOIL EL.0.0' I I SHALL APPLY FILL IN 12" LIFTS, TAMP BETWEEN LIFTS. SCALE: 3/16" = 1'-0" I I II GON5TRUGTI ON DETAIL L J I I I I 12. ONCE NATURAL GRADE 15 ACHIEVED WITHIN THE SMALL WORK AREA UNDISTURBED U �L C POSTS THAT SUPPORT 5'x6' I I NOT TO 5GALE I I PLANT PROPOSED VEGETATION AND INSTALL TERRACING BEFORE BEAGH ACCESS PLATFORM 2 I I 1 I MOVING DOWN TO THE NEXT VERTICAL SURFACE AREA. SHALL BE DRIVEN TO A I I I I 13.CONTINUE PROCEDURE UNTIL PROP05ED AREA OF WORK 15 COMPLETED. MINIMUM OF 3'-0" BELOW L J I I MHWM,APPROX. EL. -OA' of 2 D SURVEY OF PROPERTY p tJ N ---,\ SI T UA TE SLAM SOUTHOLD NG I o TOWN OF SOUTHOLD iDEC 2 6 2019 Lp SUFFOLK COUNTY, NEW YORK I S.C. TAX No. 1000-51 -01 -07 WOOD STAIRS SCALE 1 "=30' MARCH 9, 2014 to NOVEMBER 30, 2018 ADD PROPOSED POOL NOVEMBER 16 2019 UPDATE SURVEY X25 �"2.5 o DECEMBER 19, 2019 UPDATE SURVEY .56 G 61GH __ _ _-4 AREA = 60,105 sq. ft. N /��\E UN wP ER M'RK /x_ cr p,9 // / /`6 J (TO TIE LINE) 1 .380 ac. .8,10 / ��X14 V Jk, WAR MpgK pN x // �pM OF %1L620� oo� __ o� 24. 30 NOTES: _=42 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:- EXISTING CONTOUR LINES ARE SHOWN THUS:----50---- f 50 F.FL.- FIRST FLOOR o �� i� / / / / ,i �' G.FL.- GARAGE FLOOR 10'1 j �Q / /// / .[ / / /EZ T.B. - TOP OF BULKHEAD ;:2.2 B.B. - BOTTOM OF BULKHEAD •i� // / /p�9 / / T.W. - TOP OF WALL B.W. - BOTTOM OF WALL x53.4 44 46_- �ArB_ _- �_ I _ .J z x 5r, 54.5 SOP OF \ m 53.4OkiMON.OtA X x \ � `Zx-\x \ 0.1._ T NC 56 x 2.5'E. 1___' x 56.5 54.8 - o X.02 x� � x x 2.sw. ' \o \ / 58.9x h6 n o x FROM w+ 54.5 SLATE r� AS SC LED. _y 57.4 / \ \x PATIO a f n Co P"010 EROSION VIAZAR97a1N83 SNEET 10 of 49 �\� 57z )`691 x\ PHOTO NO' 55 I I \\ \ / FENCE n j,GRAITE60.9\ I I 6�5 VI-Z/ - / _ 0.9 E• _ ® I I W00 V_' STEPS I 00 DECKp5 r'n 5'TE qg.1' 15.4' BASEMENT Fl S7 Wo 1 STORY SE E o o BRICK HOON SEMENT) •oNC• �` � (WALK tN BA 0,2' �PIA ER ,° G X49 m FENCE o F•26 '� w 1.9 W 23.0' iy AT m WOOD DECK ESS 4.1' EGR OW WI W�WEU- 0 24.2' 3 11 ^ o NCE Nc 0.6'E. I e� v r. OARAOE "1'Z. �c FENCE GO G : STON ..: 4.2' m �'1 W 6.6' v A. - y 7.9 C' 0.0 CAMP o x POST Is om z POLE INCE oo Z •. #41B 0.3W• (Z ky r m •'•�, [riy 10.0 �7 PARS PATIO P N r,. M Z r_ z 0 oT 1 � . UNAUTHORIZED ALTERATION OR ADDITION 1 A ap TO THIS SURVEY IS A VIOLATION OF e s SECTION 7209 OF THE NEW YORK STATE 6 EDUCATION LAW. 1 f COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR 1 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ' FENCE ° 0.7 E• CERTIFICATIONS INDICATED HEREON SHALL RUN o mM ONLY TO THE PERSON FOR WHOM THE SURVEY NCE IS PREPARED, AND ON HIS BEHALF TO THE I!^R,'' ' 09'E. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- 90 901A TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. LIL # THE EXISTENCE OF RIGHTS OF WAY N° `� C AND/OR EASEMENTS OF RECORD, IF Pm. ' ANY, NOT SHOWN ARE NOT GUARANTEED. z 1 • T PREPARED IN ACCORDANCE WITH THE MINIMUM Iron n STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED i 01 FOR SUCH USE BY THE NEW YORK STATE LAND o TITLE ASSOCIATION. m 1 v LAMP 0 zo FokN 0.3 E. s o' NEDG /� N I p.L11 \RON INCE " ",, ,.N.Y. Lic. No. 50467 5.� v O �T • i�RHEP • .•�, i NCE a GAS LUMNi i 0 • . :.. .. •,� .. t---Corwin III p.3N SSE. IZ RiK C; Nathan Taf • (0 PO IRON FENC W RE 5 S Z� EDGE OF P ;°• Land Surveyor 3,31OSERO L�ONTNOv .. , Successor To: Stanley J. Isaksen, Jr. L.S. ' Joseph A. Ingegno L.S. / �\ C� Title Surveys - Subdivisions - Site Plans - Construction Layout " PHONE (631)727-2090 Fax (631)727-1727 0 p OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 ,x,, �9 ,,Ys � � •i � •y••! ,� � ,. is � .��f �'r � ��" ►,� �','a� � �!%ter � l��' � , ; .. �*aI ✓� •;�., 1, �)��. ♦c � #! i+� �� fit► ` ,�� 1►i7�'� �i�� '+`� •'•%i / t I �`•y' -��. � C.-�, ��, '4+ 1 :� � •. ► ,�#� Sry.�A + `Vtl k:� I'+, ,, ✓i.l lir+• " .B00, _ •�'�..� •:}f A v. �� ", AT ws"TO' _ ��t�' 1A�,,1 IV r1!'atii I i7ai! � I. ��•`� ''• i i�� KIP Ir 61 VAL. mak• � "`' � •��, ��""; � 1 ,�!` i��:. / �E``'/. �� r� '} •�!�� .Y}�,�_ � � �. � s 4� is 14 7fi' W 411 NIL VU, A ak \ wiz 1 '`_ r F,• c a - �, � ' a' 21 �, �.� /` i• 2 5/2020 _- .8 : 52 .� KEVIN GALLAGHER, 17975 SOUNDVIEW AVENUE,SOUTHOLD y .y a' r'7 w '0 a: X43 "'� ��-. _ l..v �,. 'tel. \l'� '� ♦A_1L�, ` �-, - Figure 1. Looking southwest from beach at eroding subject bhi.ff to be stabilized and restored with rock revetment at toe,and terracing,renourishment, and plantings on bluff face. 9. t � Figure 2. Looking southeast from beach at eroding subject bluff to be stabilized and restored with rock revetment at toe;and terracing,renourishment,and plantings on bluff face. KEVIN GALLAGHER, 17975 SOUNDVIEW AVENUE,SOUTHOLD rr, Figure 3. Looking south from beach at location of previously existing bluff stairway and proposed bluff stairway. "r Figure 4. Looking north at top of bluff and location of previously existing/proposed bluff stairway and proposed 10'wide non-turf buffer to be established adjacent to bluff crest SOUND / 2"0 CA po M11 :.r e sEc No.t>o ISLAND �. uet..o9.w�ce �n1..o.tN>E.v LONG a »z m 16.1 P.D.TO i 11 16 1e 11 1e t Wq zt ' � i i ®43 ' 11 1z 1• 5.1 a 11T ti SEE SCC.NO.135 AVE. SCH.D 5 ZC � � I • o u J n n t• lie 112K1Z° J l 1 i • ; s 10 SEE n 31s ata 1 y w y �"JP SEE�NNoo. 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'•• MATGH2——UNE r e4el 1 25 zm i.se(q w $ A n s " RT 1 NOTICE COUNTY OF SUFFOLK © K �•�• SOUTHO D SECTION NO 4bU E 1x Real Property Tax SernceAgency Y E �� —�— ate ,� w_... --• _ ow.u._—�.—_ GeuntyUnt„R„„Ir...Nr„•5, eet 051 P e51 mb oY aspect no t00i OPERTY MAP PR K �� txt•(el�txt.1 "s tr+tr __•_— w.ru.--�-- r 0 nrw p ~ xt Nq —____ __ __ mneao•oNx•t�txsa EN-CONSULTANTS March 4,2020 k MAR 5 2020 Town of Southold ! Board of Trustees 54375 Main Road ------- Post Office Box 1179 Southold,New York 11971 Attn.: Elizabeth Cantrell Re: Kevin Gallagher 17975 Soundview Avenue, Southold SCTM#1000-51-1-7 Dear Ms. Cantrell: Enclosed for your files is the 30-Year Maintenance for the proposed project for the proposed stone revetment project at the above referenced property. I hope this submittal shall enable issuance of the Wetland and Coastal Erosion permits. Thank you for your attention to this matter. Sincerely„ im Step e Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283 6136 www.enconsultants com environmental consulting OFFICE LOCATION: �t®f s® �® MAILING ADDRESS•. Town Hall Annex P.O. Box 1179 54375 State Route 25 2 2 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY 11971 ® Telephone: 631765-1938 ANT, LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To. Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry,•AICP r;, LWRP Coordinator Date: February 11, 2020 Re: LWRP Coastal Consistency Review for KEVIN GALLAGHER SCTM# 1000-51-1-7 KEVIN GALLAGHER requests a Wetland Permit and a Coastal,Erosion Permit to construct along eroding toe of bluff approximately 127 linear feet of stone revetment, including ±13' westerly and ±11' easterly angled returns, all consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand renourishment (including approximately 240 cubic yards of on-site material excavated from toe of bluff for revetment installation and approximately 260 cubic yards of clean sand to be trucked in from an approved upland source) to be vegetated with native plantings; establish and perpetually maintain a 10' wide non-turf buffer with native, plantings adjacent to bluff crest; and construct new 3' wide by ±78' long (top to bottom) elevated timber bluff stairway (including a 3'x6' entry platform, 3'x6' and 3'3' middle platforms, and 3'x4' platform leading to 5'x6' bottom platform connected to 3'x12' steps to beach). Located: 17975 Soundview Avenue, Southold. SCTM# 1000-51-1-7 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the policies and therefore CONSISTENT with the LWRP provided the following is required to further Policies 4 and 6: 1. Prohibit the use of existing rocks and boulders occurring on the beach in the project. 2. Verify how the construction area will be accessed. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Peter Young,Chairman 4 - Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 ' Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., February 5, 2020 the following recommendation was made: Moved by John Stein, seconded by Peter Meeker, it was RESOLVED to NOT SUPPORT the application of KEVIN GALLAGHER to construct along toe of bluff approx. 127 If. of stone revetment, including 13' westerly and 11' easterly angled returns, all consisting of approx. 3 to 5 ton stone placed over 50 to 100 Ib. core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approx. 500 cy . of sand renourishment to be vegetated with native plantings; establish a 10' wide non-turf buffer with native plantings adjacent to bluff crest; and construct new TX 78' long (top to bottom) elevated timber bluff stairway. Located: 17975 SoundviewAve., Southold. SCTM#51-1-7 Inspected by: John Stein, Peter Meeker Vote of Council: Ayes: All Motion Carried Michael J. Domii liesident Town Hall Annex John M. Bredemeyer III,Vice=President 54375 Route 25 %lafF0j/r P.O.Box 1179 Glenn Goldsmith ��0 CD�Z Southold, New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams ti Fax(631) 765-6641 EO AfJP� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only t/ Coastal Erosion Permit Application Wetland Permit Application Administrative Permit - - - Amendment/Transfer/Extension :I Received Application: D EC 2 6 2019 ; 4 Received Fee: $ 500,0 0 - �Completed Application: Incomplete: SEQRA Classification: Type I Type II I—Unlist4tL=" ''-Negative Dec Positive Dec. Lead Agency Determination Date: Coordination:(date sent): WRP Consistency Assessment Form Sent: �� CAC Referral Sent: <<��•Z® Date of Inspection: Z• S•20 Receipt of CAC Report: Technical Review: Public Hearing Held: Resolution: Name of Applicant Kevin Gallagher 17975 Soundview Avenue Address Southold,NY 11971 Phone Number: 64 339-9070 Suffolk County Tax Map Number: 1000 - 51-1-7 Property Location: 17975 Soundview Avenue, Southold (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road,Southampton,NY 11968 Phone:631-283-6360 S� Board of Trustees , plication GENERAL DATA Land Area(in square feet):60,800 Area Zoning: R-80 Previous use of property: Residential,single family dwelling Intended use of property: No change Covenants and Restrictions: Yes X No If"Yes", please provide copy. Will this project require a Building Permit as per Town Code? Yes X No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals Yes X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept. Yes X No Does the structure(s) on property have a valid Certificate of Occupancy X Yes No Prior permits/approvals for site improvements: Agency Date Southold Wetlands Permit#8428 May 21,2014 Southold Wetlands and Coastal Erosion Management Permits#8620&8620C June 15,2017 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Construct along eroding toe of bluff approximately 127 linear feet of stone revetment,including+/-13'westerly and+/-11'easterly angled returns,all consisting of approximately 3 to 5-ton stone placed over 50 to 100-1b core stone and filter cloth;restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand renounshment(including approximately 240 cy of on-site material excavated from toe of bluff for revetment installation and approximately 260 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings; establish a 10'wide non-turf buffer with native plantings adjacent to bluff crest; and construct new 3'wide x+/-78'long(top to bottom)elevated timber bluff stairway(including 3'x 6'entry platform,3'x 6'and 3'x 3'middle platforms,and 3'x 4'platform leading to 5'x 6'bottom platform connected to 3'x 12'steps to beach),and as depicted and further described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated December 20,2019. I Board of Trustees App atiori WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To provide a comprehensive erosion control plan to stem the erosion of the bluff through toe stabilization;to restore the bluff face through terracing,sand renourishment,revegetation,and establishment of a nonturf buffer along the landward edge of the crest of bluff;and to provide perestrian access down bluff to beach. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 oio Closest distance between nearest existing structure and upland edge of wetlands: N/A feet Closest distance between nearest proposed structure and upland edge of wetlands: N/A feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? +/-240 cubic yards How much material will be filled? +/-500 cubic yards Depth of which material will be removed or deposited: varies feet Proposed slope throughout the area of operations: 1.1:1 (typical) Manner in which material will be removed or deposited: See detailed scope of work included on attached shore restoration plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated December 20,2019. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): See attached narrative addressing Chapter 275,Chapter 111 and Local Waterfront Revitalization Program Policy No.4. Narrative Addressing Chapter 275, Chapter 111, and Local Waterfront Revitalization Program Policy No. 4 for KEVIN GALLAGHER 17975 SOUNDVIEW AVENUE SOUTHOLD,NY SCTM#1000-51-1-7 The subject property is located along'a stretch of Long Island Sound shoreline running parallel with Soundview Avenue that has been impacted by shoreline recession and increasing bluff erosion during the more frequent and increasingly severe storm events experienced during the last decade,'including the Christmas 2010 Blizzard, Super Storm Sandy in October 2012, and four major nor'easter events that occurred more recently in March 2018 alone. As a result,properties in this geologic cell have experienced accelerated and severe erosion of the vegetation and soils on their protective bluffs and the landward recession of those bluffs. In response, both the Town of Southold and owners of privately owned properties have been forced to seek approvals for the construction and reconstruction of shoreline stabilization structures, such as rock revetments approved by the Trustees at the property located three to the west of the subject parcel in 2011 (Wetlands and Coastal Erosion Management Permits 7692/7692C, 17665 Soundview Avenue); the property located four to the west of the subject parcel in 2015 (Wetlands and Coastal Erosion Management Permits 8682/8682C, 17555 Soundview Avenue); and the adjacent property to the east in 2016 (Wetlands and Coastal Erosion Management Permits 8762/8762C, 18075 Soundview Avenue). Also located less than a mile to the east of the subject property is the rock revetment that was installed by the Town of Southold in 2011 to prevent the collapse of Soundview Avenue itself. Severe bottom-up erosion of the subject bluff is evidenced by a landward receding bluff toe; a steepening bluff face; and the loss of substantial soil material and vegetation on the bottom two-thirds of the bluff face. Therefore, in 2015,to remediate this process of erosional loss and the potential damage to and loss of residential structures located landward of the bluff, an erosion control project was designed for the applicant in accordance with the'generally accepted bluff stabilization design recommended by the USDA Natural Resources Conservation Service, which is to simultaneously stabilize the toe, top, and face of the bluff by implementing a combination of"hard" stabilization at the bluff toe and both hard and "soft" solutions on the bluff face. Specifically, an engineering plan was designed and- submitted to the Trustees, which called for installation of a stone revetment to first stabilize the bluff toe; construction of terrace walls to stabilize the bluff face; and placement of sand renourishment and native plantings to complete the restoration of the bluff face. A 10' wide non-turf buffer planted with native vegetation was also to be established adjacent to the bluff crest to provide improved soil retention and'increased absorption capacity for runoff landward of the bluff during heavy rain events.-,This design plan anticipated construction of the revetment and implementation of the bluff restoration plan in conjunction with the adjacent property to the east, whose permits are referenced above. Page 1 of 2 However, after Wetlands Permit No. 8620 and Coastal Erosion Management Permit No. 8620C were issued for the project by the Trustees following a public hearing held on June 17, 2015, the permits expired prior to the owner's ability to install the revetment, thus necessitating submission of applications for new permits. As the permits for the revetment to be installed along the adjoining property to the east expire in April 2020, plans to install both revetments area scheduled to commence as soon as possible following issuance of new permits to the applicant. As described in the originally submitted applications, pursuant to the principles set forth, by Section 275-11(B)(1)(b), the proposed stone revetment,is proposed in an area suffering from extreme erosion, as,described above and noted in a May 2014 memorandum to the Board of Trustees from the Town's Local Waterfront Revitalization Program (LWRP) Coordinator, who provided an aerial photograph as evidence that the subject bluff was "actively eroding" at the time the above noted stairway application was submitted last year. Consistent with Section 275-11(B)(1)(b), Section 111-15, and Policy 4 of the LWRP, the revetment will be installed with a sloped face and angled returns and will be placed along the existing bluff toe to avoid encroachment on the beach surface seaward of the existing bluff and to avoid causing a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. Further pursuant to Section 111-15, the purpose of the proposed structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff, the ' property's natural protective feature; and the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and.its intended ability to withstand inundation, wave impacts,weathering and other effects of storm conditions for a minimum of 30 years. The project is further consistent with Policy 4 of the LWRP because the structure is being proposed only where 1) non-structural, vegetative means alone will not be sufficient at stemming the advanced and ongoing bottom-up bluff erosion at this site; 2) the natural protective feature, i.e., the bluff, cannot be effectively enhanced without effective stabilization at its toe, as evidenced by the recent pattern'of severe erosion throughout this geologic cell; 3) a hard structure is the only design consideration that can practicably and effectively provide such toe stabilization; 4) the proposed structure has been limited to the minimal scale necessary to effectively stem the erosional trend and is based on sound engineering practices; 5) vegetative restoration and enhancement is,and will remain part of the long-term remediation plan design; and 6)there will be no significant, direct or indirect costs incurred by the public as a result of the project. Ultimately, the goal of the project is to stabilize,restore, and enhance the natural protective feature of the property for the purpose of minimizing the loss of structures and natural resources from erosion, which is consistent with the relevant permit standards set forth in Chapters 275 and 111 and with the goals of Policy 4 of the LWRP. Page 2 of 2 Board of Trustees F Lication COASTAL EROSION APPLICATION DATA Purposes of proposed activity. To provide a comprehensive erosion control plan to stem the erosion of the bluff through toe stabilization;to restore the bluff face through terracing,sand renourishment,revegetation,and establishment of a nonturf buffer along the landward edge of the crest of bluff;and to provide perestrian access down bluff to beach. Are wetlands present within 100 feet of the proposed activity? No X Yes Does the project involve excavation or filling? No X Yes If Yes, how much material will be excavated? +/-250 (cubic yards) How much material will be filled? +/--100 (cubic yards) Manner in which material will be removed or deposited: See detailed scope of work included on attached shore restoration plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated December 20,2019. Describe the nature and extent of the environmental impacts reasonably anticipated resulting from implementation of the project as proposed. (Use attachments if necessary) See attached narrative addressing Chapter 275,Chapter 111 and Local Waterfront Revitalization Program Policy No.4. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item Part I-Project and Sponsor Information Name of Action or Project: Gallagher Revetment&Stairway Project Location(describe,and attach a location map) - 17975 Soundview Avenue,Town of Southold, Suffolk County,NY, SCTM# 1000-51-1-7;property is located on north side of Soundview Avenue, +/-300'west of Mt.Beulah Avenue,location map attached. Brief Description of Proposed Action. Construct along eroding toe of bluff approximately 127 linear feet of stone revetment,including+/-13'westerly and+/-I F easterly angled returns,all consisting of approximately 3 to 5-ton stone placed over 50 to 100-1b core stone and filter cloth,restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand renounshment(including approximately 240 cy of on-site material excavated from toe of bluff for revetment installation and approximately 260 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings,establish a 10'wide non-turf buffer with native plantings adjacent to bluff crest;and construct new 3'wide x+/-78'long(top to bottom) elevated timber bluff stairway(including 3'x 6'entry platform,3'x 6'and Tx T middle platforms,and Tx 4'platform leading to 5'x 6'bottom platform connected to 3'x 12'steps to beach),and as depicted and further described on the site plan prepared by Jeffrey T.Butler,P E,P.0,dated December 20,2019 Name of Applicant or Sponsor: Telephone: 646-339-9070 Kevin Gallagher E-Mail- kevin.gallagher@citi.com Address. 17975 Soundview Avenue City/PO: State: Zip Code: Southold NY 11971 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2 If no,continue to question 2. X 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval- NYS DEC X 3.a.Total acreage of the site of the proposed action? 1.396 acres b.Total acreage to be physically disturbed9 +/-5,644 sf c.Total acreage(project site and any contiguous properties)owned - or controlled by the applicant or project sponsor? 1.396 acres 4 Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑Commercial ® Residential(suburban) ❑Forest ❑Agriculture ® Aquatic ❑ Other(specify)• ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify X 8. a. Will the proposed action result in a substantial increase in traffic above present levels?' NO YES X b Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies- N/A 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water. N/A 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: N/A 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b. Is the proposed action located in an archeological sensitive area? X 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action, contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b Would the proposed action physically alter,or encroach into,any existing wetland or waterbody9 X If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 14 Identify the typical habitat types that occur on, or are likely to be found on the project site Check all that apply. ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ® Suburban 15 Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered9 X 16. Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 r r 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g. retention pond, waste lagoon,dam)? If Yes, explain purpose and size: X 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20. Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INF MATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Rol E.He=ann,Coastal Mgmt. Specialist Date: December 20,2019 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the f establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a. public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? / Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude.Also consider the potential for short-term, long-term and cumulative impacts. i ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. 21712020 Name of Lead Agency Date Gle-ni. aollssnA Pces;J60 Prin or Type ame of Res nsible Officer in Lead Agency Title of Responsible Officer va Signa ure of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Quick{y estimate distance: � , Each qndhho><represeDI,approximately o ,1,000 2,OOD 3,000 ,_4;000 ' 0.65 ml pmm�tdlly by 0 66 mI"nleall4" - ScaI6 1':24,000' j- 0. ': 200 400 600 800' 1,000 -1,200) Joins Map 50 K3 7xas t5'. i 3 . 7a ze'3D' M3 72?A'4U.' N'3 '12,'00 03- ?2.2,j Site(Access'Via �0m 25 4S gOCHst NABFH �6 �9� 25 Subject Property); °° y -- s P f q, cpm a /' _ 's`✓._"`-- n-Pt W / J� r�( �Sp°DD VIEW qPond UT OR OV O BURGUNDY CHA DO/NAY 909 qqO M R EFk \ \.`..`._--� ^�\ OC� 'Y ,rq '0, y Park r RD ARFD Off" 5�% R J v `� ` `-•' IBRO G 0 qO9�. N GREU1E-- �� LONG DR P M,pJ I ��f�n�./is �✓f ENNEGOI'f°P\0�E MOCKINGBIRD O Q< _ Sn oa q LA 9a .F °9vgWN-0 AD'OO/y7• f ILd ld C . o � � Vmey q° / �{'% � Jei nlr, 0 0 _ 48 �� ` POPO 25 F2H°� P�#S SIPY ro Hrpypolnnr� Southold ayy ® y o�90� �2 pond q0 lL0 Sta o� 2N o��atP Sv� O GIs Sock" BI 'XEDON t� �,7 Park T o00 A ° 5 <° 7 (1,1 J�V1�D _ Nall m �� Rt 3 PACE CL�S CACVFS "��'i>. k¢' ,• ',� , '\ ., , HILL A7/ 'y _' ° Founders - Southold DF @ Q �hc HS v °o Z � CLandingS�00 ° � F � - ''\\•`*.: , , Harper Pt'- �. TA t, JOCKEY CREEK DR ,��tr�'' 00 -_., •, " :, _ ANS_..--^.'�'. CemQo 'SD 101010'�' j ,• CUBTER�" m PV Ti �' F -—YC So tl old' Custer Park 3 aFARmEw F* Indian Mu um.p Institute 3o m a i � �A LLEARVIEW oa v' " O HARBOR LI H7S- �, ° AV 305 9 SLEEPYOR H°�� e gEA ✓ `p' - {'r z N°�ArYCHv gCR00NER— pR R, S - f R o HR Qp�°� QC4O GLENN RD - C - ° A. Qo w¢ ¢ CV � 4�oQ p 9q S • lCkp� ¢ �GREAT HOG y R SQUARE y �GR0� RN ' 9 'moo Lo / qy� z NECK IGGER to � V 4 BAYVIEC m ,t SU Mih k'' ¢ LIB ry LA v W S o o c s S W a �Qo A Oq F ao ` 3 i Hoard of Trustees Application f t r AUTHORIZATION g (Where the applicant is not the owner) aA 1 I/We Kevin J.Gallagher 1 owners of the property identified as SCTM# 1000- 51-1-7 in the town of ' Southold � _ .New York,hereby authorizes En-Consultants F _ _ _ _ _ to act as my agent and handle all r, necessary work involved with the application process for permits)from the Southold Town Board of Trustees for this property. c N/A _ ers Signature Property Owner's Signature Kevin J.Gallagher SWORN TO BEFORE ME THIS 2 DAY OF - 20 Notary Public ' KURUPATIISATHYANATHSREEKUMAR LL B.P G Dip in Notarial Practice(Cambridge) �t NOTARY PUBLIC(Eneland&Wales) f 88 Km2s\'.a}-Holborn London,WC2g 6AA, Phone 00442035893411 email info caholbornnotarycorn Protocol No q^ _Otrs Date- 1'f Board of Trustees Application County of Suffolk State of New York Kevin J.Gallagher BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN-OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES(S),TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REV F THIS APPLICATION. 1 r ,Kevin J.Gallagher p SWORN TO BEFORE ME THIS- Z --DAY OFRAM11 ri,2QJ -Notary Public 1 I. KURUPATHSATHYANATHSREEKUMAR LL B.P G Dip in Notarial Practice(Cambridge) NOTARY PUBLIC(England&Wales) 88 Kmgs«a} Holborn-London-WC213 6AA Phone 00442035893411 email info a holbomnotary com Protocol No- 'R':k Date- APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM .The Townof Southold's Code of Gthics�prohibits_conflicts of interest on the part oftowrrofflcers and employees._The puMoso of } this'.form`is to provideinform0a ion'which'ean aleft the town ofRossible conflicts of interest and allow it to"take whatever action is ( riebessa to'tivaid same. YOURNAME: Gallagher,Kevin J. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) t NAME OF APPLICATION: (Check all that apply.) a t Tax grievance Building _ Variance Trustee -� Change of Zone Coastal Erosion q Approval of plat Mooring 4 Exemption from plat or official map Planning Other (If"Other%name the activity.)-. Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): ( A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this oZ S day of Signature Print Name Ilagher Form TS 1 J APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL.DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The nuroose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Herrmann RatanP. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion _ Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest "Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant,or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 20 ay of December 20 19 Signature Print Name xt Eo Herrmann. Form TS I NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Kevin Gallagher SCTM#1000-51-1-7 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Construct along eroding toe of bluff approximately 1271mear feet of stone revetment,including+/-13' westerly and+/-11'easterly angled returns,all consisting of approximately 3 to 5-ton stone placed over 50 to 100-1b core stone and filter cloth;restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand renourishment(including approximately 240 cy of on-site material excavated from toe of bluff for revetment installation and approximately 260 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings, establish a 10'wide non-turf buffer with native plantings adjacent to bluff crest;and construct new 3'wide x+/-78'long(top to bottom) elevated timber bluff stairway(including 3'x 6'entry platform,Tx 6'and 3'x 3'middle platforms,and 3'x 4'platform leading to 5'x 6'bottom platform connected to 3'x 12'steps to beach),and as depicted and further described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated December 20,2019. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 17975 Soundview Avenue,Southold 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wednesday,February 12,2020-at or about 5:30 P.M. You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. Kevin Gallagher PROPERTY OWNERS NAME: 17975 Soundview Avenue MAILING ADDRESS: Southold,NY 11971 PHONE #: 646-339-9070 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. PROOF OF MAILING OF NY. ,CE ATTACH CERTIFIED MAIL RECEIPTS #1000-5)1-1-6 Address: . Seth&Barbara Eich er 15 Linwood Drive Roslyn,NY 11576 S C T M 0000-51-1-8 Neil&Lori Kearns 25 Central Drive Manhasset,NY 11030 SICT M #1000-51-1-8.6 Edward C.Booth Revocable Trust 17235 Soundview Avenue Patricia S.Booth Revocable Trust Southold,NY 11971 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Hemnann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being duly sworn, deposes and says that on the 29th day of January X20 9n , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named ,persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton , that said Notices were Mailed to each of said persons by (certified)(ragrsdaevoc� mail. Robert E.Qann r Coastal,Managment Specialist Sworn to before me this 29th ENS day of January ,20 20 1 M H NOTARY PUBLIC " STATE OF NEW YORK 'COMMISSION N0 . 5015931 Notary Puu d A LIFI ED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20--A r I ■ Complete items 1,2,and 3. A. Signatur I! Print your name and address on the reverse % ❑Agent so that we can return the card to you. z ❑Addressee B. Received by{P a Attach this card to the back of the mailplece (Printed Name) G�Date of Delivery 1 or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No 1 Edward C.Booth Revocable Tpust +� aust Patricia S.Booth Revocable Tr 1 3. Service Type ❑Priority Mad Express® 17235 Soundview Avenue . ❑Adult sisriature ❑Registered MaiIT"r Southold NY 11971 ❑Adult Signature Restricted Delivery ElRegistered Mad Restricted fled Mad® Delivery 0 Certified Mail Restricted Delivery ❑Return Receipt for f j ❑Collect on Delivery Merchandise 2 ----• -- — ^^- ----^slivery Restricted Delivery 0 Signature ConfirmationTR4 � 7 019 .16 4�0 s ,0 0,01 4119 2 3 TO "' = 1 ,< ❑Signature Confirmation ion . Restricted Delivery, !', Restricted Delivery � over ,PS Form`381.1,July 2015 PSN 7530-02-000'9053 Domestic Return Receipt SENDER: CO3'W',1LE • COMPLETEO ON DELIVERY, I ■ Coniplete•items 1,2,and 3. A.'Stg atyre r ■ Print your name and address on the reverse- _ . E3 Agent so that we can return the card to you. - - ❑Addressee ( ■ Attach this card to the back of the mailpiece, B.Weded by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: s, D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑ No i Seth' & Barbara Eichler 15 1,'iiiw;ood= Drive-, I RoslynT lV,�' 11576 3. Service Type El Priority Mail Express® ❑Adult Signature ❑Registered MailTm ❑Adult Signature Restricted Delivery ❑Registered Mad Restricted 09tertified MailD Delivery ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2_e..:a _w,.. ___rr_��_r� r�-^"-,---"livery Restricted Delivery 11 Signature ConfirmationTM ❑Signature Confirmation 7 019 1640 0001 4119 2 3 9 4Restnoted Delivery Restricted Delivery over "� • j'PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt 4 ycgi�z Glenn Goldsmith,President ;��$OFFD��-c Town Hall Annex Michael J. Domino,Vice-Presidentp4, '^ 54375 Route 25 John M.Bredemeyer III c P.O.Box 1179 A.Nicholas Krupski ® B>`F: _ �rY Southold,NY 11971 Greg Williams - ��o = . �O! r}' Telephone(631)765-1892 Fax(631)765-6641 1 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of KEVIN GALLAGHER COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING THIS FORM IS TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE I� Robert E. Herrmann , residing at/dba En-Consultants 1319 North Sea :Road, Southampton, NY 11968 being duly sworn, depose and say: That on the 3rdday of February , 202'0, I personally posted the property known as 17975 Soundview Avenue, Southold; S C T M #1000-51-1-7 by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesd& February 12 2020. Dated: (signat re Sworn to before me this 12thday of Fdbb20 20 KIM H . STEPHENS NOTARY PUBLIC "0 -Yv ic STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20--t/ Postal Service'. © . ECEIPT r-' Domestic Mail onuy, i m m IJIrru 00F [ AL U8 ra Cerhfied Mall Fee $ W� PTO. 4-:I- Extra Services&Fees(check box,add fee as appropriate) ��. ❑Return Receipt(hardcopy) $ , + ❑Return Receipt(electronic) $ �)� Postmark 0 E]Certified Mall Restricted Delivery $ C) E-3 E]Adult Signature Required $ ❑Adult Signature Restricted Delivery$ C3 Postage Total Postal $ D- Sent To I Neil&Lori Kearns l3 Stieefanrl%{ 25 Central Drive C Manhasset,NY 11030 ity,State,c • _ ° G CERTIFIED o RECEIPT ,M1 DoMeStiC Mita Onk M . RJ Q- to Certified Mad Fee +' Extra Services&Fees(checkbox,add fee as appropriate) 10/ El Return Receipt(hardcopy) $ " ((pp rP tltia I-A ❑Return Receipt(electronic) $ dH 026E ❑Certified Mall Restricted Delivery $ t\ Here []Adult / Adult Signature Required $ \'y []Adult Signature Restricted Delivery$ 1'7 p Postage $ ---- Tota' ---— — rq [r SemEdward C.Booth Revocable Trust rq Patricia S.Booth Revocable Trust ;_____-_----_ p Sfie( �`- 17235 Soundview Avenue city; Southold,NY 11971 ° • i CERTIFIEb"MA © RECEIPT �- Domestic Only �mFor , [ Er- 0 t r ti eq Certified Mail Fee r $ Extra Services&Fees(checkboK add fee as appropriate) ❑Return Receipt(hardcopy) . $ SS ❑ Return Receipt(electronic) $ 1Q Y.o I'10 []Certified Mall Restricted Delivery $ [:3 []Adult Signature Required $ // 1/ f ❑Adult Signature Restricted Delivery$ 1 p Postage �..' Total Irq Ir Sent? Seth&Barbara Eichler\`146 ,-q ----------- o street 15 Linwood Drive ctiy s Roslyn,NY 11576 ---------- NOTIL. t: 0F HtAKING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: KEVIN GALLAGHER SUBJECT OF PUBLIC HEARING : For a wetland Permit and a Coastal Erosion Permit to construct along eroding toe of bluff approximately 127 linear feet of stone revetment, including ±13' westerly and ±11' easterly angled returns, all consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand renourishment (including approximately 240 cubic yards of on-site material excavated from toe of bluff for revetment installation and approximately 260 cubic yards of clean sand to be trucked in from an approved upland source) to be vegetated with native plantings; establish and perpetually maintain a 10' wide non-turf buffer with native plantings adjacent to bluff crest; and construct new 3' wide by ±76' long (top to bottom) elevated timber bluff stairway (including a 3'x6' entry platform, 3'x6' and 3'3' middle platforms, and 3'x4' platform leading to 5'x6' bottom platform connected to 3'x12' steps to beach). Located: 17975 Soundview Avenue, Southold. SCTM## 1000-51-1 -7 TIME & DATE OF PUBLIC HEARING : Wednesday, February 12, 2020 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (6311765-1892 - i Narrative Addressing Chapter 275, Chapter 111, and Local Waterfront Revitalization Program Policy No. 4 for KEVIN GALLAGHER 17975 SOUNDVIEW AVENUE SOUTHOLD, NY SCTM#1000-51-1-7 The subject property is located along a stretch of Long Island Sound shoreline running parallel with Soundview Avenue that has been impacted by shoreline recession and increasing bluff erosion during the more frequent and increasingly severe storm events experienced during the last decade, including the Christmas 2010 Blizzard, Super Storm Sandy in October 2012, and four major nor'easter events that occurred more recently in March 2018 alone. As a result, properties in this geologic cell have experienced accelerated and severe erosion of the vegetation and soils on their protective bluffs and the landward recession of those bluffs. In response, both the Town of Southold and owners of privately owned properties have been forced to seek approvals for the construction and reconstruction of shoreline stabilization structures, such as rock revetments approved by the Trustees at the property located three to the west of the subject parcel in 2011 (Wetlands and Coastal Erosion Management Permits 7692/7692C, 17665 Soundview Avenue); the property located four to the west of the subject parcel in 2015 (Wetlands and Coastal Erosion Management Permits 8682/8682C, 17555 Soundview Avenue); and the adjacent property to the east in 2016 (Wetlands and Coastal Erosion Management Permits 8762/8762C, 18075 Soundview Avenue). Also located less than a mile to the east of the subject property is the rock revetment that was installed by the Town of Southold in 2011 to prevent the collapse of Soundview Avenue itself. Severe bottom-up erosion of the subject bluff is evidenced by a landward receding bluff toe; a steepening bluff face; and the loss of substantial soil material and vegetation on the bottom two-thirds of the bluff face. Therefore, in 2015, to remediate this process of erosional loss and the potential damage to and loss of residential structures located landward of the bluff, an erosion control project was designed for the applicant in accordance with the generally accepted bluff stabilization design recommended by the USDA Natural Resources Conservation Service, which is to simultaneously stabilize the toe, top, and face of the bluff by implementing a combination of"hard" stabilization at the bluff toe and both hard and "soft" solutions on the bluff face. Specifically, an engineering plan was designed and submitted to the Trustees, which called for installation of a stone revetment to first stabilize the bluff toe; construction of terrace walls to stabilize the bluff face; and placement of sand renourishment and native plantings to complete the restoration of the bluff face. A 10' wide non-turf buffer planted with native vegetation was also to be established adjacent to the bluff crest to provide improved soil retention and increased absorption capacity for runoff landward of the bluff during heavy rain events. This design plan anticipated construction of the revetment and implementation of the bluff restoration plan in conjunction with the adjacent property to the east, whose permits are referenced above. Page 1 of 2 However, after Wetlands Permit No. 8620 and Coastal Erosion Management Permit No. 8620C were issued for the project by the Trustees following a public hearing held on June 17, 2015, the permits expired prior to the owner's ability'to install the revetment, thus necessitating submission of applications for new permits. As the permits for the revetment to be installed along the adjoining property to the east expire in April 2020, plans to,install both revetments area scheduled to commence as soon as possible following issuance of new permits to the applicant. As described in the originally submitted applications,pursuant to the principles set forth by Section 275-11(B)(1)(b), the proposed stone revetment is proposed in an area suffering from extreme erosion, as described above and noted in a May 2014 memorandum to the Board of Trustees from the Town's Local Waterfront Revitalization Program (LWRP) Coordinator, who provided an aerial photograph as evidence that the subject bluff was "actively eroding" at the time the above noted stairway application was submitted last year. Consistent with Section 275-11(B)(1)(b), Section 111-15, and Policy 4 of the LWRP, the revetment will be installed with a sloped face and angled returns and will be placed along the existing bluff toe to avoid encroachment on the beach surface seaward of the existing bluff and to avoid causing a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. Further pursuant to Section 111-15, the purpose of the proposed structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff, the property's natural protective feature; and the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. The project is further consistent with Policy 4 of the LWRP because the structure is being proposed only where 1)non-structural,.vegetative means alone will not be sufficient at stemming the advanced and ongoing bottom-up bluff erosion at this site; 2) the natural protective feature, i.e., the bluff, cannot be effectively enhanced without effective stabilization at its toe, as evidenced by the recent pattern of severe erosion throughout this geologic cell;,3) a hard structure is the only design consideration that can practicably and effectively provide such toe stabilization; 4) the proposed structure has been limited to the minimal scale necessary to effectively stem the erosional trend and is based on sound engineering practices; 5)vegetative restoration and enhancement is and will remain part of the long-term remediation plan design; and 6) there will be no significant direct or indirect costs incurred by the public as a result of the project. Ultimately, the goal of the project is to stabilize,restore, and enhance the natural protective feature of the property for the purpose of minimizing the loss of structures and natural resources from erosion, which is consistent with the relevant permit standards set forth in Chapters 275 and 111 and with the goals of Policy 4 of the LWRP. Page 2 of 2 T T Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1 , All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action-list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si nig ficant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 51 PROJECT NAME Kevin Gallagher The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Construct along eroding toe of bluff approximately 127 linear feet of stone revetment,including+/-13'westerly and+/-11'easterly angled returns,all consisting of approximately 3 to 5-ton stone placed over 50 to 100-ib core stone and filter cloth;restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand renourishment(including approximately 240 cy of on-site material excavated from toe of bluff for revetment installation and approximately 260 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings;establish a 10'wide non-turf buffer with native plantings adjacent to bluff crest;and construct new 3'wide x+/-78'long(top to bottom)elevated timber bluff stairway(including 3'x 6'entry platform,3'x 6'and 3'x 3'middle platforms,and 3'x 4'platform leading to 5'x 6'bottom platform connected to 3'x 12'steps to beach),and as depicted and further described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated December 20,2019. f Location of action:17975 Soundview Avenue, Southold Site acreage: 1.396 Present land use: Residential, single family dwelling. Present zoning classification:R-80 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:Kevin Gallagher (b) Mailing address: 17975 Soundview Avenue Southold,NY 11971 (c) Telephone number: Area Code 646-339-9070 (d) Application number, if,any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No ❑ If yes, which state or federal agency?NYSDEC Tidal Wetlands C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III- Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable } Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable See attached narrative addressing Chapter 275,Chapter 111 and Local Waterfront Revitalization Program Policy No.4. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes 1:1 No ® Not Applicable ' Y Narrative Addressing Chapter 275, Chapter 111, and Local Waterfront Revitalization Program Policy No. 4 for KEVIN GALLAGHER 17975 SOUNDVIEW AVENUE SOUTHOLD,NY SCTM#1000-51-1-7 The subject property is located along a stretch of Long Island Sound shoreline running parallel with Soundview Avenue that has been impacted by shoreline recession and increasing bluff erosion during the more frequent and increasingly severe storm events experienced during the last decade, including the Christmas 2010 Blizzard, Super Storm Sandy in October 2012, and four major nor'easter events that occurred more recently in March 2018 alone. As a result,properties in this geologic cell have experienced accelerated and severe erosion of the vegetation and soils on their protective bluffs and the landward recession of those bluffs. In response, both the Town of Southold and owners of privately owned properties have been forced to seek approvals for the construction and reconstruction of shoreline stabilization structures, such as rock revetments approved by the Trustees at the property located three to the west of the subject parcel in 2011 (Wetlands and Coastal Erosion Management Permits 7692/7692C, 17665 Soundview Avenue); the property located four to the west of the subject parcel in 2015 (Wetlands and Coastal Erosion Management Permits 8682/8682C; 17555 Soundview Avenue); and the adjacent property to the east in 2016 (Wetlands and Coastal Erosion Management Permits 8762/8762C, 18075 Soundview Avenue). Also located less than a mile to the east of the subject property is the rock revetment that was installed by the Town of Southold in 2011 to prevent the collapse of Soundview Avenue itself. Severe bottom-up erosion of the subject bluff is evidenced by a landward receding bluff toe; a steepening bluff face; and the loss of substantial soil material and vegetation on the bottom two-thirds of the bluff face. Therefore, in 2015, to remediate this process of erosional loss and the potential damage to and loss of residential structures located landward of the bluff, an erosion control project was designed for the applicant in accordance with the generally accepted bluff stabilization design recommended by the USDA Natural Resources Conservation Service, which is to simultaneously stabilize the toe, top, and face of the bluff by implementing a combination of"hard" stabilization at the bluff toe and both hard and "soft" solutions on'the bluff face. Specifically, an engineering plan was designed and submitted to the Trustees, which called for installation of a stone revetment to first stabilize the bluff toe; construction of terrace walls to stabilize the bluff face; and placement of sand renourishment and native plantings to complete the restoration of the bluff face. A 10' wide non-turf buffer planted with native vegetation was also to be established adjacent to the bluff crest to provide improved soil retention and increased absorption capacity for runoff landward of the bluff during heavy rain events. This design plan anticipated construction of the revetment and implementation of the bluff restoration plan in conjunction with the adjacent property to the east, whose permits are referenced above. Page 1 of 2 However, after Wetlands Permit No. 8620 and Coastal Erosion Management Permit No. 8620C were issued for the project by the Trustees following a public hearing held on June 17, 2015, the permits expired prior to the owner's ability to install the revetment, thus necessitating submission of applications for new permits. As the permits for the revetment to be installed along the adjoining property to the east expire in April 2020, plans to install both revetments area scheduled to commence as soon as possible following issuance of new permits to the applicant. As described in the originally submitted applications,�pursuant to the principles set forth by Section 275-11(B)(1)(b), the proposed stone revetment is proposed in an area suffering from extreme erosion, as described above and noted in a May 2014 memorandum to the Board of Trustees from the Town's Local Waterfront Revitalization Program (LWRP) Coordinator, who provided an aerial photograph as evidence that the subject bluff was "actively eroding" at the time the above noted stairway application was submitted last year. Consistent with Section 275-11(B)(1)(b), Section 111-15, and Policy 4 of the LWRP, the revetment will be installed with a sloped face and angled returns and will be placed along the existing bluff toe to avoid encroachment on the beach surface seaward of the existing bluff and to avoid causing a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. Further pursuant to Section 111-15, the purpose of the proposed structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff, the property's natural protective feature; and the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. The project is further consistent with Policy 4 of the LWRP because the structure is being proposed only where 1) non-structural, vegetative means alone will not be sufficient at stemming the advanced and ongoing bottom-up bluff erosion at this site; 2) the natural protective feature, i.e., the bluff, cannot be effectively enhanced without effective stabilization at its toe, as evidenced by the recent pattern of severe erosion throughout this geologic cell; 3) a hard structure is the only design consideration that can practicably and effectively provide such toe stabilization; 4) the proposed structure has been limited to the minimal scale necessary to effectively stem the erosional trend and is based on sound engineering practices; 5) vegetative restoration and enhancement is and will remain part of the long-term remediation plan design; and 6) there will be no significant direct or indirect costs incurred by the public as a result of the project. Ultimately, the goal of the project is to stabilize,restore, and enhance the natural protective feature of the property for the purpose of minimizing the loss of structures and natural resources from erosion, which is consistent with the relevant permit standards set forth in Chapters 275 and 111 and with the goals of Policy 4 of the LWRP. Page 2 of 2 Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [—] No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ® Yes ❑ No[—] Not Applicable The proposed structure will be installed above high water associated with Long Island Sound and will not prevent or inhibit public access along the beach. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Sou...�ld's water-dependent uses and prwixdte siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy It. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY h TITLECoastal Management Specialist DATE December 20,2019 Robert . Hj=ann Amended on 811105 t I _ A� , EN-CONSULTANTS December 20,2019 Town of Southold DEC 2 6 2019 Board of Trustees j 54375 Main Road Post Office Box 1179 " Southold,New York 11971 Re: Kevin Gallagher 17975 Soundview Avenue, Southold SCTM#1000-51-1-7 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Four(4)Wetland&Coastal Erosion Permit Applications including: a) Short Environmental Assessment Form; b) Authorization&Disclosure Forms; c) LWRP Consistency Form. 2. Site Plan/Shore Restoration Plan prepared by Jeffrey T. Butler.,P.E.,P.C., dated December 20, 2019. 3. Survey prepared by Nathan Taft Corwin, III, Land Surveyor, last dated December 19, 2019. 4. One(1) set of site photographs. 5. Application fee of$500.00. I trust this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sin e ely, Robert .Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631283 6136 wwwenconsultants.com environmental consulting