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HomeMy WebLinkAboutTR-8620 §k� R. - --- ------- t� ���� ' W.�x i .�,♦4 ,t BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,, NEW PERMIT NO. 8620 &8620C D TE: JUNE 17, 2015 ISSUED TO: KEVIN GALLAGHER c"Xr-k-pt Ver egCLA .SCC 20?-0t 4r PROPERTY ADDRESS: 17975 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 1000-51-1-7 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 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 on June 17,2015,and in consideration of application fee in the sum of$500.00 paid by Kevin Gallagherand 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 remove existing bluff stairs including associated decks,landings, and concrete pad; construct along eroding toe of bluff approximately 127 linear feet of stone w. revetment,including f13' westerly and±11' easterly angled returns,all consisting of approximately 3 to 5 ton stone placed over 50 to 1001b. core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand re-nourishment(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 a 10wide non-turf buffer with native plantings adjacent to bluff crest; and construct new 31 wide by±781 long(top to bottom) elevated timber bluff stairway with platforms(including gim 3'x6' entry platform; 3'x6' and 3'x31 middle platforms; and 3'x4' platform leading to 5'x6' platform connected to 3'x12' beach steps at base); and as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated April 23,2015, and stamped approved on July 15,2015. 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 this date. :-,saf F0Z James F. ink i , ;. C2 at Dave Bergen r< moi. p�,+ L \,J EN-CONSULTANTS [} ECEIIVE J April 14, 2016 _ 1[ 111 APR 1 9 2016 Town of Southold Suratlio;d Town Board of Trustees Board of I�ustees 54375 Main Road Post Office Box 1179 Southold,New York 11971 Re: Kevin Gallagher Coastal Erosion Permit 17975 Soundview Avenue, Southold,NY SCTM#1000-51-1-7 Dear Sirs: In connection with the above referenced application, enclosed please find the fully executed and notarized 30 Year Maintenance Agreement. Si cerely, - lat&`e? Anne Illions Enc. 1319 North Sea Road I Southampton,New York 11968 I p 631.283.6360 I f 631.283.6136 www.enconsultants.com environmental consulting • John M.Bredemeyer III, President y 'Town Hall Annex Michael'J.Domino,Vice-President y 54375 Main Road • P.O. I3ox 1179 James F.King,Trustee t, c✓; Southold;New York-11971-0959 • Dave Bergen,Trustee 4 , Z .'�`/ „ Telephone(631)765-1892 • Charles J.Sanders,Trustee %s, e „ ' Fax Fax(631) 765-6641 411,0 BOARD OF 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, New York SCTM#: 1000-49-4-12 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: 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 100lb.core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yardsofsand re-nourishment (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 a 10'wide non-turf buffer with native plantings adjacent to bluff crest, 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 reso - eatures. r. � N. i/-d igtl'ature of owne ,of record \� � PNIsv Notary York Notar Public NassauCo Notary Qualified in Nassau County Certificate Filed iNIYorl�C lui Commission Expires IIJJI/JJOO(( 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. • �,'`,jFO Town Hall,53095 Main Rd. John M. Bredemeyer 111, President ,��g�F L�-c Michael J. Domino,Vice-President ;'�- OGy P.O.Box 1179 James F.King -- — Southold,NY 11971 Charles J. Sanders 44 471 Telephone(631)765-1892 Dave Bergen ' _ Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE • Pre-construction, silt fence 1st day of construction % constructed Project complete, compliance inspection .✓--<;:.... ''.',.'4‹. /1'1-\, --777.,,-",,..",4 ,-,k ^�y .„--� ..!•yu:`=e"wt•,.`+FJr 3>f.t�.0•�°oa1pr,°," �6'.',i, $'���r `' .tn',:Yt1'+ f !ti. z+§. M$",�, ' •<ijia4e, dr,}P'e,. %. 'w;nilaa $ar «i:.i ` `+: 1a ^;• 4 . ea ,� t ,, R�,•7;1x tJ ,IV;;;.na 6 1/ , . ,:t0'A..00,>,--,,,,,,z.,--- ,4.1. dr-��" ' ��rJ!6 . S.u-,��.•iS 9£if r a LSU Yly.' , y, '00I, kg '' . A /:'. : 4i� ,. `"th /T, rI4t = 4:1,1;111,W7,7' �"' .ki�;""., ,;i 1 / 45 S°:Ar3 � �\ 3 ,. xJi �+r • ) yPN.. \ a6 F %~, 4� ; : �' • V: __ S-?;i�Y2•_at... . � » S� �YO ,:..@: � _. �, ..l+, 7S",1, v2±T.t-TMs.w:r ...E:-.s. N•F:2; h. v.t3La i,•. ..$ t.:1:..�i :-ii. __ . yraiF, ,, , 8aa : = t,ei; BOARD OF SOIJ T .OLDS TOWN TRUSTEES I .,frei } �,,!- -r� SOUTHOLD, NEW YORK ta �; 2, ;, PERMIT NO. 8620 &8620C DATE: JUNE 17, 2015 „ ` 3 P.., ; aaa -,, 4t'`~ l ISSUED TO: KEVIN GALLAGHER �-Yr�' ! a4ae� 1 paiara. PROPERTY ADDRESS: 17975 SOUNDVIEW AVENUE, SOUTHOLD -1-(�' j."4: SCTM# 1000-51-1-7 1tfrrysi i�aaa. AUTHORIZATIONfi�x' Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of @ ,. i �. ((�r`r, Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on June c:-..-.:..K17,2015,and in consideration of application fee in the sum of$500.00 paid by Kevin Gallagher and subject to ` 4} p- the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and4. 0 ► permits the following: t, , pe c -`' Wetland Permit to remove existing bluff stairs including associated decks,landings,and ' , Ili, concrete pad; construct along eroding toe of bluff approximately 127 linear feet of stone �" ,s; revetment,including±13' westerly and±11' easterly angled returns,all consisting of %'e<01.,-, ....N �' 4'E approximately 3 to 5 ton stone placed over 50 to 100lb. core stone and filter cloth; restore bluff {{ ,II :, face byconstructingterrace retainingwalls and placingapproximately500 cubic yards of sand ..;. ' ore-nourishment(including approximately 240 cubic yards of on-site material excavated from .:., i,,,,, ssiiaye:. toe of bluff for revetment installation and approximately 260 cubic yards of clean sand to be f°`$rP trucked in from an approved upland source),to be vegetated with native plantings, establish a 0 , - '• f 10' wide non-turf buffer with native plantings adjacent to bluff crest; and construct new 3' ;�. ^a `. r ?;l wide by±78' long(top to bottom)elevated timber bluff stairway with platforms(including .i r ( ' ,nr 3'x6' entry platform; 3'x6' and 3'x3'middle platforms; and 3'x4' platform leading to 5'x6' as .iy,7 t?i I platform connected to 3'x12' beach steps at base); and as depicted on the site plan prepared by b....7 "r 'j 1 Jefffre T.Butler,P.E. P.C. last dated A ril 23 2015 and stain ed a roved on Jul 15 2015 '"`.„$.1 , vagat0 5 h u4 I , 7 P , , p PP J f • F01, , IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, I 'rE-, ,;,(/ ', and these presents to be subscribed by a majority of the said Board as of this date. I = ; t;' Jit '17- I,, �� t:f Q C®�, *ie-4/91DJ(1-1:2---avniees:eF fl�j .�7""i'�-1- '�{ c s` ��«+ Q ��/]�; Kink r '' v` ��„ a ; gen : - — - I 1 �' I. 6.1, , — y-J t: JE _--_ y. C - ,� , � t � �T.f t '�Cil.CiciYi,`a:�.Jtn• :S1>."-. uA.f,.L.0-\t X .,J ry.L::}::.Ctv..Yttr:2Yld4•:,U4•.iy ,:.>,Jf:% .t.x-,i.., Zgi. ^„g?.:: :7y1>' iu�2 :iix:r;X•:.�i?uvM;.stz•Q•ii .4 � , t _ . I� ti ♦ � " : '�� : ':4 .0_,....,,,...„..,r, ., .. ;:K� ' `- ` = , . .r „;-a t�su•ar� , � ;,J � m i -� /:-,—,„.f..„:7.0 ^,..,f,- � v ` ' .?.$,..:,,,,, . I , " „ „1:: ,,,, . tg : y r , •m .G �^ t fi ,.. !drPr( oamo� * r'� qri4A-'” an�'"�"^s- ' S ,,n ~ .-,..,. 4 t" �tetr.`.TM' c"s��ev •^rcR*� i , i r�S'tlr,., X-, t! • ! St. °+. Ati: 5nt,10,7 � - �/ arw" ti4i f , r a iges..: C � uyes " ` J - ' w, ` .:.. -apr-d-iM Nir 1 's' TERMS AND CONDITIONS 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. John M. Bredemeyer III,President o/�%ca oUtA,® Town Hall Annex "N. 54375 Main Road Michael J.Domino,Vice-President • , P.O.Box 1179 James F.King,Trustee ; c� t r y; Southold,New York 11971-0959 Dave Bergen,Trustee G ' @ A el Telephone(631) 765-1892 Charles J.Sanders,Trustee =_���4'`,O 11.1 Fax(631) 765-6641 U e oI BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#8620C Applicant/Agent: En-Consultants Permittee: Kevin Gallagher SCTM#: 1000-51-1-7 Project Location: 17975 Soundview Avenue, Southold Date of Resolution/Issuance: June 17, 2015 Date of Expiration: June 17, 2017 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: To remove existing bluff stairs including associated decks, landings, and concrete pad; 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 100lb. core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand re-nourishment(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 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 with platforms (including 3'x6' entry platform; 3'x6' and 3'x3' middle platforms; and 3'x4' platform leading to 5'x6' platform connected to 3'x12' beach steps at base); and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated April 23, 2015, and stamped approved on July 15, 2015. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: (apply if marked) 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. i 9J BY: John M. Bredemeyer III, President Board of Trustees III�� Moth- John M Bredemeyer III, President Irl ®E ® Town Hall Annex Michael J. Domino,Vice President ,rI �® ' 54375 Main Road P.O. Box 1179 James F. King,Trustee C, Southold, New York 11971-0959 Dave Bergen,Trustee t%, Charles J. Sanders,Trustee 1/Z�COUNYV� a rrrr Telephone(631 ) 765-1892 �Ir Fax(631) 765-6641 • � , BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 17, 2015 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: KEVIN GALLAGHER 17975 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 51-1-7 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, June 17, 2015 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 April 24, 2015, 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 May 20, 2015, and on June 17, 2015, at which time all interested persons were given an opportunity to be heard, and, 2 WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 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 remove existing bluff stairs including associated decks, landings, and concrete pad; 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 100lb. core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand re-nourishment (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 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 with platforms (including 3'x6' entry platform; 3'x6' and 3'x3' middle platforms; and 3'x4' platform leading to 5'x6' platform connected to 3'x12' beach steps at base); and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated April 23, 2015, and stamped approved on July 15, 2015. 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 Ve truly yours, John M. Bredemeyer III President, Board of Trustees r1 ti 'r ..f ' �• s;:r �./ s e 5 � 7 ,. 1 ; : 7 . t,� 4r w}• ,�'. Y ily_' 'Y,}. > • l. • ys! t rr y-r. c No. . EremPO 8'60C . . ,...., ,.. „,..„ , - ...:... . ri., . c.: „..... : ,, . ..,...,. :. -,,, . ,,., ,,, ,...,:,- .„ . ., .. :.- .,. -:. „ ,,,... ,,,,, ._ „..„, ..,. . ..: „,....„...: .,..„.. .., . , , :.,, ,.., ,....... . Si •. V/Y • nr. Yi. i. :'S'e is •,,, rl•k; :2... X74?: `7,. r� Kevin ailerde �'Issued ® ��e Address I 7Soutc&vec,h Avenue1 5o * d. r THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE ITOWN OF SOUTHOLD • . SOUTHOLD; N.Y. 11971 ,... TEL.: 765-1892 '',i.,,FFo�'C Town Hall Annex John M. Bredemeyer[II, President ,�� gQ C�- - Michael J. Domino,Vice-President ,�`� O-t 54375 Route 25,P.O.Box 1179 James F. King as Southold,NY 11971 Charles J. Sanders Telephone(631)765-1892 Dave Bergen ` `AOl.J °•,'"o Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Ke.‘,/tr.\ &(iher Please be advised that your application dated +r;/ c911,0/015- has been reviewed by this Board at the regular meeting of ,�uuA. 17 :901 j and your application,has been approved pending the completion of the following items checked off below. -` Revised Plans for proposed project _ Pre-Construction Silt Fence Inspection Fee ($50.00) 1st Day of Construction ($50.00) 1/2 Constructed ($50.00) L2Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) 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: 1(0\11,A‘ (0 TOTAL FEES DUE: $ 0 BY: John M. Bredemeyer III, President Board of Trustees Y �li.. . -tiis+, I . 1 r N draiplikow - /A- - r, Y' A..' 1 ..= msµ `• ,r"e . - Y. wF& �I1 M A ^ , '' � �`a. � -fir . ."."•71...., -IIIIIINOW 1110,11111E dr tii^ • 7. _ . ' 0y,'. 4,--- '-'—...11111/IIINOIt ge r - 4:ght,.1 . ....E.K., 1114 . 111.111461, , y. ;, • 7164 f 114 L CA-C - S JbP„f MAY 202015 is - /-)0M/7 SC_Tivi. si, t h. ; __ aye f 1 f .r- �c M on 57,;:p5". i '- fy., ! L .JF. r 7 . } M .y: •. „�z . -.-_-_-:-.- - ,. ---i:-._;-------,7,-----„,-----,, c.-- - L. ,;•: 4 L;, ri ,-., '-' . . .________________!:...__,.-. ..: 1 22 ten more paces West _ .. . ! • . • ". .. 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' ,441eillik ',.. . - \ ,:.. ,. .7,' Ne:- . .;...:A .'l • , . - ,• .- ' , 6F7 :t. 4' ' '.•... •,., , .. -I :- ' i--%t t".....-r•'. , i • / 0. - _ . ,.•-.- '‘. '4. . ,• . , , '%7•p, ,.,- .,':,„ •..-4 491414,41/4;kee...:a 14. Pr..* . • '. • -. e John Bredemeyer, President .•�osoFFot Town Hall Annex Michael J. Domino, Vice-President ,•�h�° c04y°; 54375 Route 25 James F. King ;ti P.O. Box 1179 Charles J. Sanders Southold, NY 11971 :�y � ,,' Dave Bergen - 01 ,� �a°.•' Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field Inspection/Work Session Report Date/Time: /J) 2.0 I Cr' En-Consultants on behalf of KEVIN GALLAGHER requests a Wetland Permit and a Coastal Erosion Hazard Area Permit to remove existing bluff stairs including associated decks, landings, and concrete pad; 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 100lb. core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand re-nourishment (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 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 with platforms (including 3'x6' entry platform; 3'x6' and 3'x3' middle platforms; and 3'x4' platform leading to 5'x6' platform connected to 3'x12' beach steps at base). Located: 17975 Soundview Avenue, Southold. SCTM# 51-1-7 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Storm Water Management Review: Yes No Not Applicable Info needed: Modifications: Conditions:_ol � „'fir. 4 � �� lei Present Were: n. Bredemeyer �M. Domino ZKing k Sanders Y D. Bergen Bay Constable Other Form filled out in the field by Mailed/Faxed to: Date: - . , .,.. I, ... •-,,, , . „ r ,. . . ., .. .,-., , ., ,.„.., .. .. „ , , r,. . _. .. , , ,' • .. .- • ' evin Gallagher , . ,, % -- • • -, . - „ 17975 Soundview Ave.,Southold 'SCT,A#51-1-7 6/10/15 .• • .• - . . ' ,.• ' ., • . .-4 .. . 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AI-. .1...4, , ''. , Sr , ;;'• '1 ... 17975 Soundview Ave.,Southold Or ,-;.°....r...... '. ..., 4410:• ' -3 I 4 I I..7 7-'' •...- ...... .'111- ' "0.4r .,. z• .111' e r -:-yz . AIL. „ ,- *.• ...,_ .-4• ._ . , -.7 _ .. SCTM#51-1-7 .... 4Sz's '''''4111* ^1°k• ''.e..-. et'•.. '41.''' .- ' -.‘ .' ' '.' Al 7.., A' 6/10/15 •-• • •• "...11- '".„..",.. • -.• • _3,41‘• , t- ••• ..1--'r t4/4,-4• ' AOk, ..4111-A• - - _ • ' • '''' • t•'• . . .... • - -'', .'71.. ,- , 4, , , •1- ,',• .' -•""" • -*:•:-.11,---- i'•-• -i•-•• '1°4 ' ' -4,4,.. ' - --.. ,ti•etv '',._:. -T 540",..„•%,- :"Ii., • . '4 '-',: '444.*,• • '.4 ' .4.„„ *." t ....‘IL-. Aft' '-;.-/K-.74'• :41,,,,;, . . •-'•,,, 4,• -7._.4 1., ',, " • '41P1. • P . ,,, .4t. MO/20116, ' s 0 : 311 ..,... ,..1... _ , ..... .. 4.4 - —.... _ .1, ,,,.. .1 • '•. • • •--- •".-• P ' . ' .11 - '4, 4406..? . ii. 11111 7 . - ••• ,If. w ft. ... I,•••• ' tia, '4',4•W ...:. " 41 Ill"- 3 ' • 41. • .00' ., .•t. , 7 141-.. •-- „ . . ..A -•-' 4 111V 1 Air .:... o'l.tle. , • .. .'.•' . %,.. e ., ....,iti. .x ;• . • . . .-. - ,....... ).- 4044: 4 .' A•C#C,'. :NI' • '.C41-1% -7. .• .es. • • .44- -.NW 04 to ..• ,... 4AC ,7401'le Ar• -. •. ---Img-oillir.qv" ,�� 44 Kevin Gallagher s il► 17975 Soundview Avenue,Southold ' i SCTM�t 51-1-7 5/13/15 -1=4+a r tl, v� - fir \ �Ge '4xy ` ' ,f,;#.t,��l -,l! A.;--...,.• - 't 3 wi ly. T .-f, r�:, y T \�ti '6- t• .1. Y, . - - up- ,, SNI `f , -It"-,',..:,`'_ .:4,--.,-..-,:'._,_...1'-,.-:=.;,--...-.7.--:....',- '.i.�a' h •�.- :. f/',•., yam, '�.if • ,•�@ ` ,� 'A`„ • �,�r4 t,.:._ 1441 ,,4‘ w,r ' 7 /. 'i`+T ` ""`� 'x(' 4, aZAN,. `. . '� Y •k .: -ew,14'G- �►�, r,• �i • ..,:•.--,..4,-• II= ,Yr Y � r 2+ ,>!- r ► e leg'. .o.''' i..-rt ..e ' fr. �. 3 '+e'-'.7-. _ s..: _1 , 1 i u „yi :+tr i j +iP s o • ., i.4/".../ ^ �, '�rws-.! ce .,` , ; +, ,c tl- j11 w ,. r, *If++.111111 . } *� 5% 13/2015 8 : 59 ':fit"r 1 John Bredemeyer, President suFFn" Town Hall Annex Michael J. Domino, Vice-President ° OG'; 54375 Route 25 James F. King ti -a P.O. Box 1179 Charles J. Sanders •�y .$ Southold, NY 11971 Dave Bergen = Ol ,� °°.��' Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field Inspection/Work Session Report Date/Time: 7 f y 13. o7a En-Consultants on behalf of KEVIN GALLAGHER requests a Wetland Permit and a Coastal Erosion Hazard Area Permit to remove existing bluff stairs including associated decks, landings, and concrete pad; 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 100lb. core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand re-nourishment (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 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 with platforms (including 3'x6' entry platform; 3'x6' and 3'x3' middle platforms; and 3'x4' platform leading to 5'x6' platform connected to 3'x12' beach steps at base). Located: 17975 Soundview Avenue, Southold. SCTM# 51-1-7 Type of area to be impacted: Saltwater Wetland Freshwater Wetland v ound Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: �✓Yes No Not Applicable Storm Water Management Review: Yes No Not Applicable Info needed: Modifications: Conditions: Jvj? �^n"/( l ' "z.e � 4,4, Itn•./ 'vU' Present Were: �. Bredemeyer /M. Domino ✓J. King i . Sanders D. Bergen Bay Constable Other Form filled out in the field by Mailed/Faxed to: Date: ,__ 1 I �', ';`t /, 1 t X$ ' � ',V, J,i•�', S. I =�:110.;li `, ' v.,-BOARD OF SOUTHOLD TOWN TRUSTEES ,tiSOUTHOLD,NEW YORK \ice I- I J PERMIT NO. 8428 DATE: MAY 21,2014i ' i ISSUED TO: KEVIN GALLAGHER ' i; ; PROPERTY ADDRESS: 17975 SOUNDVIEW AVENUE,SOUTHOLD I 1> ---- `,.=•. 1 SCTM#51-1-7 ' J� , I,---,-;;: • AUTHORIZATION ' ' mrto Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 1 10 ,-,/. 4' ' 1 % ,1 accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 21,2014,and in 1 ,•, � '.." . consideration of application fee in the sum of$250.00 paid by En-Consultants and subject to the Terms and 1 .i, �' Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the I <,r} following: � � 1 Wetland Permit for the existing+/-3' var. wide timber bluff stairway 5.---?. ..'j. 6consisting of four sections of steps with lengths of 23',8',21',and 43'; two triangular ".-• landings; and a trapezoidal deck(2'x10'x12'x15');with the conditions the trapezoidal I' - deck be resurfaced with open-grate decking; the cement pad at base of steps be 11.` • removed and replaced with open construction on wood pilings; and permits from all necessarygovernmental agencies be obtained for the pre-existingnon-conformingdeck I /11\11- at topof bluff if repairs or replacement and as depicted on the surveyreared :I ,> P � P needed; PP P I ,� i by Nathan Taft Corwin HI,Land Surveyor,last dated March 9,2014, and stamped 1 j\-�,: approved on May 21,2014. j jy Q \ I IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, , f • 1 and these presents to be subscribed by a majority of the said Board as of this date. . I I �. 1 C . ;':;,-1/1/4-j, 1 ` t .� Dave Bergen-Absent ! •a.?? _'flp1 fill 00-1',1 Charles J.Sanders-Absent 1 :i.!)"' 1 . .', , L ,1j ':-5,, t • B VIV /, \1 tv , .I/ Ak. // \\ IIJ //\1 , , //\1 %/,\k :1 Vy' 4 APPROVED BY SOTJND __ SITUATE ,�E AtVEY O POPERY BOARD OF TRUSTEES t AND SOUTHOLD TOWN OFSOUTHOLD ONG IS ��I,L 1 TOWN OF SOUTHOLD DATE 5®�i� L rQ�,°" ! SUFFOLK COUNTY, NEW YORK t�s'� ''' S.C. TAX No. 1000-51-01-07 awalimimilim. J.; �lle•3, —� , .,os.u° SCALE 1".30' MARCH 9, 2014 di„I• _ aa /1111 6• 665 a 60 =_.1 S 0 N v /i i i i;_�a m AREA= 60,600 sq.ft. ?fl0 cm AE.Pet 1.396 ac. es31?)-; ''/ ii// ^-- ` i V 0 ',.=-:-.,.=—_- NOTF� i O 1p4—�_:::::--7.:7—:::::2';';•4'i.(: KEVIN GALLAGHER, 17975 SOUNDVIEW AVENUE, SOUTHOLD ° ,, t .,k'S is :, ti 1 y � ., it \ Li APR 2a4 2015 ,--, .1,..,,,..—:,;.2,;&i,,, ,1 �@& • ,,J,E//s♦'7`...— 4 i '?a'.-.:J s. 1' ! F c F • - - - A 'f,�' ?,fir -4, ts.. _ ---'`' -',,,-!--;.- --.•; .ti .�b."Z .� 4 �u.�„40. A v. �.�"2 n._„,...,......„E„,_._4„.._...„.r • •0 r f"f` .y� :yam ,. '..e .�' • • 4 s•.4hr14. _, [?� may" .. •,•�''g.,4' a. a:� by ¢. ;oma .114\t t<c ,..� .4 „dk ,„-- s s» i- -•,,,,. ' J• st W:, .--5'•# ii' --�,�,,w ' E %'•-•'.,�V.-C; Y,-V. _ R.' +4'4'St.'.3„ C ,, ♦ .„ ,•jam r, - L v ri1, :,_!•"..--01-,' _w '�- + v� 0 Y t*.v a> ' a - y 4 'G'r 7, • ♦>.� e%;s. - 14. c -4 -c•-%'-'4,„?..— '.. h t ` .t Gr .'a �Yk L' - l +E. 'c r 'y���i�9�y''ts+. 1 q r :a 'a•� I` a !.. a fit'^" ' ti.` . , , 'N. ♦ �t �r �, `� ♦ >,.hf i?' -1,,t1,,, 'i4- .--.v...,-,,a wY rifi '•1 T Z y' .`. `�- 4 t ''♦ '7 ..t t 'r' J q1*,I 4 y Y .•a •••., Y:: t is N .i;Y I t. ? • ��y _„►.`d�'h-... �.,.:� "-•! 1,.4.9,' .� I�':6;�►�f��.4�i..Ac' :•. ,,,fff"`� `, .,u -�: -�iR•`_ ... X �'^. Figure 1. Looking south from beach at existing bluff stairway to be removed and replaced;and at eroding bluff to be stabilized and restored with rock revetment along bluff toe and bluff face renourishment,terracing,and native plantings. E • $.�' r • `'!y-. 4"'' , if g f. •, Jy II I a �_ / tAP Figure 2. Looking southeast from beach at existing bluff stairway to be removed and replaced;and at eroding bluff to be stabilized and restored with rock revetment along bluff toe and bluff face renourishment,terracing,and native plantings. KEVIN GALLAGHER, 17975 SOUNDVIEW AVENUE,SOUTHOLD 'k 1.t, 1.4 k ,;r a t','* ill\0 1, f 1,•,,,.:s lyre-4 �� 1.. x t 4';',',11, 19Yi f �'.� ' ; . — ''...-ii 4'''' - S op .., Ili-li '\' - NM 4i:. . �a i-I" 3 T' '4>.Z�`1 tr ti 71 . k- r a 4'4 •i.'" L ..�•. � r 4. _ -satiffpft *r te../" {.r 3 .4, `s a-.n. Y,h v"">s► '^C-,�� �xg. V- ---- "ter _` L." .'" J .:,rz .1 $"micas=A T!- `—.... 't Y�:". .0,= :'-Ive.t _r�_,^_'.�` e'8_. Figure 3. Looking southwest from beach at existing bluff stairway to be removed and replaced;and at eroding bluff to be stabilized and restored with rock revetment along bluff toe and bluff face renourishment,terracing,and native plantings. r $� yM. a't 4kQ x " y X14` , Figure 4. Looking north at top of bluff and existing vegetation to remain and at location of proposed 10'wide nonturf buffer to established in place of existing lawn within 10 feet of bluff crest. ,._. _ __ -,,...--;-.11,---- ....._,..,.:I.ec..,v.-.._....,. I'vmr.........,�___- avm:uw=,= _i— -. ..-. .,"4-;p-'2,,n "_.. .�-,.. `s w..'"'_rn++tt,eacr, 7x7..2551- - ....-r I I. 1 I�"` -I_ PROPERTYM .I .46,'K..:.�^' - ,.t^`K'a A.',u'4.em,,>',,cvus'v-.. -.a. _ 'rp gN Bz 11 11 1.01 r 032.05 fi 07 .04+545 / +Z e9 012700 SOUND .9A(C) ,••4,,,, .1501 Og- 11 110100 z/O5 a 12 0105 0531 07 007 SEE SEC NO 130 ISLAND ,* • LONG w. w 0510, V � e. NPd PD 70 +0A(c) 21 t gt 4 LD ! .4.,r' is ' lit . 1. ' S "'Wig is"4 12 . 10 ft , aE SEC..., millit „. Ig j :0) '® 5 2A y15 l�P t01Pilli '• 1 . .t3Kc1 •i�1�1 2737 OPSUFfMY1 �O �,' �OS ` n ,_, _ \ '�' Opp1NPligi 1111111. ,:::311 1 tOPy,5,=A y , Y • BB .�, OItPR • 2777 P, 121fi Q1•I` �y /� A 22M ioP n law' �Ilo M.+99901 10.411014O � 1"bw I _ . S 4a �.�( 'LIEVE"'"LOVINIGI1131'"' 4,' 9 ss.cem IT N° a oma" .D. 1 °� y° PO �.P °- e m / I, 07Aa1 3 es .� mdhir 'i 1e.,\1t e r�\' 1:8...j.: I N9 . 4 10., ,n i icer1+! td v5Eq SCL PO IUw�P S +SA j1^ �rS4���-.10�0� hV osi mEa i O 154. 40A102Ainw ° n• 11Poq Pc�ND .,_ .t"'�'il.f 6 u i0P m 1 21P v. �Ai SSNE000 1 y` t v Y'F -. - Ba y ^' _ eiB Cn--YT---NE * 4C" u��Ifi1SAId ® 20.141°)111 7 J v t. i 0.31- ao r Bt�74. -2 ,. 1�N•- H ' S0 -- R .01427 0 fi .»,.. .men. ^^ em.. - .-..�1^- --�-- ^'.^''- --n-- p, NOTICE 8,+'n`�i� COUNTY OF SUFFOLK © to °yE'°^*°- sourno727 SECTION No E 0...0._ —�— .....,.. �. (21) ,7,.. Q — -- -ten- --•-- r..,. ,ew+noti,.w o. Real Property Tax Service Agency r q� qx,,,L,,.,0, G N a...r..� -v..---• .... . ,.. �_� vv.u. ---- rrov.�--,•-- . m CeunryGm.rginnn90,NY11901 A as0 ofs a5o 9,g2,.o 1000 51 L'i-, w D..... 7, m.~r,y, vRi4cl .es -�_ .�o.e� --.-- wmasn wuwo>9gnwss..A.A. , ?14,, [, n^ P M9 PROPERTY MAP x'f v' rN 1 ©' EN-CONSULTANTS May 21, 2015 John Bredemeyer, Chairman Board of Trustees rr� -7-77.17/ 77i;-./ Town of SoutholdI" s. .i P.O. Box 1179 Pi ! 1. I a Southold,NY 11971 MAY 2 7 2015 f Re: Kevin Gallagher, 17975 Soundview Avenue, Southold sous. Dear Mr.Bredemeyer: I am writing in response to yesterday's public hearing and the highly unusual outcome,of your motion to table the application and continue the hearing in June after revisiting the site and Trustee Bergen's subsequent motion to approve the application both failing to gain majority support from the Board. Clearly, the fact that the Board is missing its fifth member is to blame for the fact that such a procedural stalemate could transpire, especially in connection with an application that no one on the Board voiced an objection to. Rather, it seemed that while two Board members believed they had heard enough testimony to render a decision, the other two members wished to gather additional information before doing so. Regardless, it was my observation last night,which I believe will be confirmed by the hearing minutes, that despite the Board's two failed motions and subsequent decision to carry on with the next item on your agenda, a motion was never made to close the public hearing. Therefore, it is my understanding that the public hearing remains open and that the Board may simply continue the hearing at its next regular meeting, and I respectfully suggest that you have an obligation to do so since the applicant has in good faith paid his application fees and submitted a proper application and is thus entitled at least to a proper decision by the Board. To that end, and because it was the desire of at least half the Board to further evaluate the application after hearing testimony from the CAC in opposition to the application, we would like to submit testimony from the project engineer and to meet the Board at the site with the engineer during your field inspections in June. Thus,upon receipt and consideration of this letter,kindly confirm at your earliest convenience whether you will respond affirmatively to our request so that we can plan accordingly. Res -ctfully yours, ,04 Ar• Robe IT . Herrmann Coastal Management Specialist cc: Kevin Gallagher Jeffrey Butler,P.E. Lori Hulse,Assistant Town Attorney 1319 North Sea Road I Southampton,New York 11968 I p 631.283.6360 I f 631.283.6136 www.enconsultants.com -- environmental consulting Nunemaker, Amanda From: Anne Illions <aillions@enconsultants.com> Sent: Friday, May 22, 2015 10:46 AM To: Nunemaker,Amanda Cc: kevin.gallagher@citi.com;jeff@butler-ae.com; Hulse, Lori; rherrmann@enconsultants.com Subject: Gallagher/17975 Soundview Ave., Southold Attachments: 20150522102644.pdf Dear Amanda, Please see letter attached from Rob Herrmann regarding above matter. Thank you. Anne Illions En-Consultants 1319 North Sea Road Southampton, NY 11968 Phone: (631) 283-6360 Fax: (631) 283-6136 1 ofOi ��.. OFFICE LOCATION: � ���/ � �.S®ll,e MAILING ADDRESS: Town Hall Annex I 1%.. • IV e P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) % Telephone: 631765-1938 Southold, NY 11971 : P u .&0 oe ....... „0- LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM -- �P7 ; s1 Ill--e To: John Bredemeyer, President I MAY 1 9 2015 Town of Southold Board of Trustees From: Mark Terry, al Planner sBoprq of Trust ec s LWRP Coordinator Date: May 19, 2015 Re:, Local Waterfront Coastal Consistency Review for KEVIN GALLAGHER SCTM# 1000-51-1-7 En-Consultants on behalf of KEVIN GALLAGHER requests a Wetland Permit and a Coastal Erosion Hazard Area Permit to remove existing bluff stairs including associated decks, landings, and concrete pad; 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 100lb. core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand re- nourishment(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 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 with platforms (including 3'x6' entry platform; 3'x6' and 3'x3' middle platforms; and 3'x4' platform leading to 5'x6' platform connected to 3'x12' beach steps at base). Located: 17975 Soundview Avenue, Southold. SCTM#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 actions are CONSISTENT with the below denoted Policy Standards and therefore are CONSISTENT with the LWRP; provided. The Board determines that accelerated erosion impacts to adjacent properties due to the deflection of wave energy resulting from the construction of the stone revetment will not occur. The design proposes two returns angled to adjacent properties. The design may increase erosion to these properties in storm events that result in storm surge. 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: Lori Hulse, Assistant Town Attorney �\Og�yFFO�k - Peter Young,Chairman ` H Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 +11 Southold,NY 11971 t# •�?►�T�r� Telephone(631)765-1889 1 * 1 j1 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., May 13, 2015 the following recommendation was made: Moved by Doug Hardy, seconded by John Stein, it was RESOLVED to NOT SUPPORT the application of KEVIN GALLAGHER to remove existing stairway, including associated decks and landings; construct along eroding 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 lb. core stone and filter cloth; restore•bluff face by constructing terrace retaining walls and placing approx. 500 cy. of sand renourishment to be revegetated with native plantings; establish a 10' wide non-turf buffer with native plantings adjacent to bluff crest for control of stormwater runoff; and construct new 3'X 78' long elevated timber bluff stairway with landings. Located: 17975 Soundview Ave., Southold. SCTM#51-1-7 Inspected by: John Stein, Doug Hardy, Keith McCamy The CAC does Not Support the application based on the attached comments. Vote of Council: Ayes: All ' Motion Carried l ts MAY 1 5 2015 "itil ^4�!'.tVvr . 1 Conservation Advisory Council 14 May 2015 Comments on Application of Kevin Gallagher, 17975 Soundview Ave., Southold, NY The applicant proposes to stabilize his eroding bluff on the Long Island Sound edge of his property by constructing a 10 to 12 ft high stone revetment which will be placed at the base of the 55 ft. bluff. The area above the proposed revetment will be terraced and re-vegetated. The applicant recognizes the temporary nature of this application by optimistically predicting a useful minimum life of the project of 30 years under the condition that periodic maintenance would be required. During this 30 yr period the sea level is conservatively predicted to rise 4 to 6 inches. The bluff in question is located in the mid-section of a long stretch of naturally eroding bluffs where there is an absence of hardening structures such as seawalls, bulkheads and revetments. Sediment eroding from these bluffs has created a wide and gently sloping beach composed largely of sand and gravel(figure 1.). This can be compared with bulkhead hardened bluffs much further east and west of this location where the beaches have become narrow (or at high tide disappear) and consist largely of cobbles and boulders. it< , pp w .�+ J �� :�v+w�`�''rr��`.f.. .'tf'.1�► 4 L�y'.`x<c',:x�RF v_1":7. Figure 1.Kevin Gallagher property. 17975 Soundview Ave. Southold. Eroding bluffs create a wide and gently sloping beach consisting of sand and gravel. 11 May 2015 These unhardened bluffs are of particular value as a major source of sediment which nourish and maintain beaches to the east as carried by longshore currents. The hardening of these bluffs will cut off this sand supply with detrimental changes in the beaches downcurrent. In a previous report to the Southold Town Board submittedby the Conservation Advisory Board (The Starvation of Southold's Beaches, (December, 2014) it was suggested that such eroding bluffs be declared sensitive areas with minimal interference in their vital sand supply function. The Conservation Advisory Council cannot support this application for the following reasons: 1. The placement of this proposed isolated revetment at the mid-section of an extended stretch of unhardened but eroding bluffs will force adjacent properties to harden their bluff base. This is caused by a slowdown of erosion rates in front of the revetment hardened property and an increase in erosion of the unprotect property next door. The neighbors' unprotected bluff becomes deeply indented by erosion. This launches a domino effect where one by one each property owner at each end of a revetment finds erosion accelerating on his/her property at a rate faster then the newly built revetment next door. Proof of this edge erosion can be seen at the Town built revetment at the end of Soundview Ave. and mentioned in this application. At the each end of this Town built revetment erosion has cut into the unprotected bluffs from 10 to 20 ft in less than 3 yrs. The net result is that this single application has the potential to trigger a series of reactions by contiguous property owners which will result in unwanted and unexpected changes in the physical profile of the beach extending as far as Orient Point. If this shoreline section is allowed to be hardened it will strengthen the longshore current striping away the lighter sand and gravel leaving behind a heavier cobbles and boulders. The beach narrows and steepens and as the sea level rises allowing storm waves to hurl repetitive waves closer to shore with greater erosive effect. Often, revetments are not designed to withstand the increased wave energy and begin to move. Examples of scatttered toe armor can be commonly observed along hardened sections of the Soundview Ave shoreline. 2. The CAC is troubled that that a single application such as this, if approved, has the potential to initiate a series of harmful modifications to Southold's shoreline. What is needed is a cohesive management vision. A piece-meal approach where an application is considered by factors specific only to that property leads to a dysfunctional management plan. The approval of this application can only result in compelling all property owners on this section of the shore to harden their bluffs. Southold beaches will be fated to starve and disappear as the sea creeps forward. Most coastal geology academics do not regard hardening of a shoreline as a best practice. The CAC trusts that the Town Trustees will summon the will and legal tools to deny this application. 3. j The Revetment "Edge Effect" The Kevin Gallagher application at 17975 Soundview Ave. Southold NY fails to mention the serious impact of the revetment"edge effect"where bluff erosion is intensified at each end of a revetment if it borders an unhardened property.An example of the 'Edge Effect"can be shown at the town built revetment at the east end of Soundview Ave. This revetment was built to protect Soundview Ave. from erosion. . - , ` ...-`3.;'-‘, ----Ail:,,,, tAt- Ivie.s,„,, i4.1,.(7g-,5 .. � trv" e a Arl s S; 4{'} �r` '; '^- � �10A ��}((�99 r' 1p��d. -iii77iL 0 t-..1-, ,, .. „, , -. ;-, --_ , 2-- aP 41 re ,t1. r, q4,1,..p.--_ - i , 1,:• iii' ; ,; :_,,, , 4, .- ,r ` ; le MAY 2 0 2015 li _ . • _ _ ,_ ._ _ . , .. finaj QtallYar.; East end of the Town built revetment reveals serious erosion at the boundary between the revetment and the unhardened bluff. In less than three years the unprotect bluff has eroded back 10 to 15 ft. due to the"edge effect." 26 Dec. 2012 4100k.- M, lr 1 .. coTM ,, � .3, ,,-.4,--e4--.7-i-,... ! ;tit `tti rf,:.,-.0T ,.- ‘+.>-,,i?' . ..'� .- ii - ,-1!--x-+'w.,c_-,°�Z.,$:,4",-*-,'y, .y..e�'. . 1':',,,,...:11.:-'''',.._,--.2'"•‘_i,..- ` ''gi--**G-_,:,,. 1'l, .'K.,"& .`.Mit '' .),..i-r• 1.`. .. .,,a.` ,` .,c_- 1-I Erosion near west end of town built revetment has been intensified by a return seawall and boulder groins which are perpendicular to the beach. 12 Dec. 2014 r i , 1 I , Application of Kevin Gallagher 17975 Soundview Ave. Southold NY to stabilize and harden this eroding 55 ft bluff by means of a revetment and terracing. Before .,,�. .-.. f:`.:.a---W of S ,'.t:..iit ,:1:$,,. MAY 2 0 2015 ` '- rr , 1 • i Baty. T _., -...Sr.pii.ril 1011- .... �,. _..._... m_..._, .4i.Ill.P.i•r��Sr..._?g 1,1*. 1 .F r� a -`,•.Swi•'rty_++.,— xt`T:. t4'L= :ai..,_sp�' , r. _�.9 ^,*,!.=:' � tB-,. c1l%%�_.,•`'�.� ,' ;" am�tis ti�. tA ,illpi„ s141k-Z :-, ii'' .= 5t , ~ o _ ..,..1111„It 4•1 ' , `a�,h 4v.-3w .4' 'r -,ma :' .• -tmit,€ yTIz..,' 4-- . .:_,: ".. - L=--'-'''' yr �. -z--v4-4, 4MiW. __ - „ � s — View of Gallagher property(looking west) showing the eroding bluff and damaged stairs.Immediately east of the stairway is seepage of ground water from the lower bluff face which supports growths of sea lettuce(Ulva)and Phragmites.The erosion of this bluff supplies and maintains a wide beach consisting of sand and gravel. The low slope angle of the beach absorbs considerable wave energy.l 1 May 2015 Predicted Outcome if Bluff Hardening is Allowed , ,,, e i r; . it r.,. j . its ....,..,�.., 9 s, 4.V,4*f.'v.?' ' i -1 1,, t .r X$ • j,. ; _ ', 1 ., j• ` `'�, '1,ai-l-rt. r I t \SY • S' ` l i ' G t '1 t i� . .1-, 1 r . .t..,,y 3 '� �'. `-- Yf gi I�YS.F�� �• 'C 1. A few hundred yards east of the Gallagher property the bluffs have been hardened.Sand replenishment has been significantly reduced causing the beach to narrow and steepen.Steepening of the beach allows waves to attack high on the beach with greater erosive energy.The beach material consists of cobbles and boulders as the hardened bluff strengthens storm driven longshore currents which easily strips away the lighter sand.2 December 2014 4 This"edge effect"will compel all adjacent property owners to harden his/her bluff in a chain of responses to hardening by neighbors next door. This entire stretch of unhardened beach will be be forced hardened with a significant change in the beach profile and characteristics. Er . ----.....----* :-.., ,t!j ' a MAY 2 0 2015 r 1 i e Conservation Advisory Council 14 May 2015 Comments on Application of Kevin Gallagher, 17975 Soundview Ave., Southold, NY The applicant proposes to stabilize his eroding bluff on the Long Island Sound edge of his property by constructing a 10 to 12 ft high stone revetment which will be placed at the base of the 55 ft. bluff. The area above the proposed revetment will be terraced and re-vegetated. The applicant recognizes the temporary nature of this application by optimistically predicting a useful minimum life of the project of 30 years under the condition that periodic maintenance would be required. During this 30 yr period the sea level is conservatively predicted to rise 4 to 6 inches. The bluff in question is located in the mid-section of a long stretch of naturally eroding bluffs where there is an absence of hardening structures such as seawalls, bulkheads and revetments. Sediment eroding from these bluffs has created a wide and gently sloping beach composed largely of sand and gravel (figure 1.). This can be compared with bulkhead hardened bluffs much further east and west of this location where the beaches have become narrow(or at high tide disappear) and consist largely of cobbles and boulders. 'i\ ` w e #fix r £ 1) • '�' MAY 1 5 2015 �. Y'�� •'tea '*''.a,:�",.'�'r',=,;:e „,:.�>.• :. y}': ''`$ ,l^ •�"�- µy^iJ.r.r,:•w.-li:i^a=..^: ,:y ,& '.,;.:;, +°. ..n,•• :S.• �_t •t1a'��x*M,?4:S..:J 4ie`�;y`_ £c<y_ 7 ver£•,ni[r. ••bL�.��^�J`i,;;' ~�. �,o,a^Y4Y:i. :^:Ik"`... •..�-..,•."`•=,�'"'�,3• ' +1•`�li,, r+x'f`a. EY;i r+`x!. .h"'c.:e:>;�v',' .� #mob ;;rte `.".�a�n...��' - kci„s:<,..'�a°: "�•* =:4<:�.W.Y'"'�..,.•.:q`.r^ s}:,, „�'�L�3•�`��`,�-.�v..c�a.'�'�'yt„,�+'.' Ji4 aP�p'.a�xg.•,...��.'r.`-x;>$�r"�,",'t�r.,�"''vi :1y x �: �i. ;:,d�::.ix�.,• Figure 1.Kevin Gallagher property. 17975 Soundview Ave.Southold. Eroding bluffs create a wide and gently sloping beach consisting of sand and gravel 11 May 2015 These unhardened bluffs are of particular value as a major source of sediment which nourish and maintain beaches to the east as carried by longshore currents. The hardening of these bluffs will cut off this sand supply with detrimental changes in the beaches downcurrent. In a previous report to the Southold Town Board submittedby the Conservation Advisory Board (The Starvation of Southold's Beaches, (December, 2014) it was suggested that such eroding bluffs be declared sensitive areas with minimal interference in their vital sand supply function. The Conservation Advisory Council cannot support this application for the following reasons: 1. The placement of this proposed isolated revetment at the mid-section of an extended stretch of unhardened but eroding bluffs will force adjacent properties to harden their bluff base. This is caused by a slowdown of erosion rates in front of the revetment hardened property and an increase in erosion of the unprotect property next door. The neighbors' unprotected bluff becomes deeply indented by erosion. This launches a domino effect where one by one each property owner at each end of a revetment finds erosion accelerating on his/her property at a rate faster then the newly built revetment next door. Proof of this edge erosion can be seen at the Town built revetment at the end of Soundview Ave. and mentioned in this application. At the each end of this Town built revetment erosion has cut into the unprotected bluffs from 10 to 20 ft in less than 3 yrs. The net result is that this single application has the potential to trigger a series of reactions by contiguous property owners which will result in unwanted and unexpected changes in the physical profile of the beach extending as far as Orient Point. If this shoreline section is allowed to be hardened it will strengthen the longshore current striping away the lighter sand and gravel leaving behind a heavier cobbles and boulders. The beach narrows and steepens and as the sea level rises allowing storm waves to hurl repetitive waves closer to shore with greater erosive effect. Often, revetments are not designed to withstand the increased wave energy and begin to move. Examples of scatttered toe armor can be commonly observed along hardened sections of the Soundview Ave shoreline. 2. The CAC is troubled that that a single application such as this, if approved, has the potential to initiate a series of harmful modifications to Southold's shoreline. What is needed is a cohesive management vision. A piece-meal approach where an application is considered by factors specific only to that property leads to a dysfunctional management plan. The approval of this application can only result in compelling all property owners on this section of the shore to harden their bluffs. Southold beaches will be fated to starve and disappear as the sea creeps forward. Most coastal geology academics do not regard hardening of a shoreline as a best practice. The CAC trusts that the Town Trustees will summon the will and legal tools to deny this application. 3. MAY 12015 ►' 56tiffi ii Town—. __-- i The Revetment "Edge Effect" The Kevin Gallagher application at 17975 Soundview Ave. Southold NY fails to mention the serious impact of the'revetment"edge effect"where'bluff erosion is intensified at each end of a revetment if it borders an unhardened property. An example of the 'Edge Effect"can be shown at the town built revetment at the east end of Soundview Ave. This revetment was built to protect Soundview Ave. from erosion. . .. `- •' 'r • �,. ,p'•'_ • i:::Y � I' - ., „. „\ :,,,,„, .,..„ ,.„ ... , , , , ,„ so, •,, A � . f4 ,Ii �`t _ St ` -.•—•\ 3', S .5r` t # q T i7� 2r TY AC,x+� 1 .✓kt z.ft"i e p# A - if* { sr r ,..,„...„,,,,,p, �,�?, szR i r k1; f � � r. M, ►I'��ci : rar. '1't-41-$ "rP'i •.113iy �'v+5iaz,,u;% :}) �Iy .t?,. , , I .. ...-".• ... :.i:J;i +," ia � w �; x Y2 C• moxu* `'Vlore', '`' «w• Y'''* MAY 2 0 2015 ri1' '"' 's�7 .. — '-?"--'7:4,"V y �A".' -,-„•,,-1-„,---- . rQc , 5 jR'. .. 7 t'Sr4.,t.,r tt".,t<;: ",) #k.;:"fib'1-{Lr q 'r-"x -• r.„.- r„, rtk- 1 3 4 �, l� �„� 1r� t��A,o, r�....)1.'..:."r�YrT Fri. F �..e �M East end of the Town built revetment reveals serious erosion at the boundary between the revetment and the unhardened bluff. In less than three years the unprotect bluff has eroded back 10 to 15 ft. due to the"edge effect." 26 Dec. 2012 `t (1 ,e.ti int t� r T _• it.--,,=-%-'.(,,i,-;', 1F ` st. 42- oa.�. - ,,*)r,%,'. • ""ra•.-'�". rx " Ate, ' -'*a(w ' 1,,),' , .t,, t •41 M+ ., , t� 1AtM - -" c .r „ ' ,,t- ` , ,,"'t . yw .- "Lt ^ te . a w ia '" yYA , 'fn.,� •rcjr3_ byt , " ..-.... ..,1' < .w`r9t2 Jfir - .h ` "io. ""�r 6 n'r �: A ..hCg.,-* '1.43§-N,- ' , t4 : Y a.2t ' 1, +N, "C. ... ' ,.-, a rrr . +•: •}',:,.,++f J, '�. 3 .+P..'Rq..� r�*°"~..3"'Y'�,'..ltiy'G1 `t".M '.' ^^^{. ;; N � . 1 t x• .i,�. j +F. �..•�1, �,_ .rJr, ri .t ,.. a�='r^•" 721.;,:;,`,-.4;3 y .. ,"i Erosion near west end of town built revetment has been intensified by a return seawall and boulder groins which are perpendicular to the beach. 12 Dec. 2014' Application of Devin Gallagher 17975 Soundview Ave. Southold NY to stabilize and harden this eroding 55 ft bluff by means of a revetment and terracing. Before , , AV L,.':' MAY 202015 x 5. , . 1 Si '`. '"des,M r'r.' ..4 "y +.t.:f„•s;ia.v• ' - _,r�"'"'.� "F• to ."' .!'. ,raas' zg u3�”` yeses },y-[�`K.ic,:� °'tiM1a �e.: :t w. .�...� :a i t^ ,�. »^... t, %S�T�.r:.;.s a•:.s"si7, u ' is.wY't! w '.`.'erg_ ss a iraB�i. si View of Gallagher property(looking west) showing the eroding bluff and damaged stairs.Immediately east of the stairway is seepage of ground water from the lower bluff face which supports growths of sea lettuce(Ulva)and Phragmites.The erosion of this bluff supplies and maintains a wide beach consisting of sand and gravel. The low slope angle of the beach absorbs considerable wave energy.l l May 2015 Predicted Outcome if Bluff Hardening is Allowed a $�d s 4"rtst • yyyi`ti r'v ^, .t A T i G r e �f f ,+meq .: k 4 1 i-„-.:1 Y _y,. ✓ �F�y SPI ys,„roTy* :(::'• � 'f`��y t 1*, .., i �`k' �+ .” may,. .o^ ,�...„.‘.*t-....:0..;—,,,,,,-,-,1,-, t..,c.3 ^r..,.i" 4 ��., . " -"'"-,,,t:, ,r. cmc - p } s em tt '. NO.. . • A few hundred yards east of the Gallagher property the bluffs have been hardened.Sand replenishment has been significantly reduced causing the beach to narrow and steepen.Steepening of the beach allows waves to attack high on the beach with greater erosive energy.The beach material consists of cobbles and boulders as the hardened bluff strengthens storm driven longshore currents which easily strips away the lighter sand.2 December 2014 This"edge effect"will compel all adjacent property owners to harden his/her bluff in a chain of responses to hardening by neighbors next door. This entire stretch of unhardened beach will be be forced hardened with a significant change in the beach profile and characteristics. - ` MAY 202015 },a • 0 Cantrell, Elizabeth From: Robert Herrmann <rherrmann@enconsultants.com> Sent: Monday, May 04, 2015 10:05 AM To: Cantrell, Elizabeth Subject: RE: Gallagher application Liz, below is last part of project description amended to include specific reference to stairway platforms: "...and construct a new 3'wide x+J-78' long(top to bottom) elevated timber bluff stairway with platforms (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' platform connected to 3' x 12' beach steps at base), all as depicted and further described on the site plan prepared by Jeffrey T. Butler, P.E., P.C., dated April 23, 2015. From: Cantrell, Elizabeth [mailto:elizabethc@town.southold.ny.us] Sent: Friday, May 01, 2015 3:45 PM To: rherrmann@enconsultants.com Subject: Gallagher application Rob, I know you are very busy, but I need the description of the associated platforms by Monday morning. I have to get the Legal Notices in by then. Senior Clerk Typist Town of Southold Board of Trustees 631-765-1892 1 - _ , Nunemaker, Amanda From: Robert Herrmann <rherrmann@enconsultants.com> Sent: Monday,April 27, 2015 10:32 AM To: Nunemaker,Amanda Subject: RE: Gallagher Amanda, although it's made of concrete, it's the top landing of the existing stairway, and the project description states "remove existing stairway, including associated decks and landings." So it should be covered, but if you're looking to see it more specifically called out,just change the first sentence of the project description (before the first semi-colon)from "remove existing stairway, including associated decks and landings" to "remove existing stairway, including associated decks,-landings, and concrete pad." Rob From: Nunemaker, Amanda [mailto:Amanda.NunemakerPtown.southold.ny.us] Sent: Monday, April 27, 2015 9:46 AM To: Robert Herrmann (rherrmann©enconsultants.com) Subject: Gallagher Hey Rob, Please include the removal of the cement pad at base of steps into your project description since I see it on the plans and it was a condition of the prior existing staircase permit for this property,thanks. Amanda J fwnemaker Board of?Trustees 7oivn of Southold Phone: 631-765-1892 Fax: 631-765-6641 1 John M.Bredemeyer III,President 1'4/0. '" ., d, `;Town Hall Annex 54375 Main Road Michael J.Domino,Vice-President ti , P.O.Box 1179 James F.King,Trustee , d en /ri Southold,New York 11971-0959 Dave Bergen.,Trustee `t 4* 4! ti° _� el * *+b ,i Telephone(631)765-1892 Charles J. Sanders,Trustee _ .�'` Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only Ig oastal Erosion Permit Application Wetland Permit Application Administrative Permit _Amendment/Transf-r/Ext-. sion eceived Application: __ ' Received Fee: SUI,b I M . Completed Application ' '_ r; i,:., a; "-1 ;,,l :y . Incomplete 1, , _ _ __ _SEQRA Classification: ;!`t Type I Type II_ Unlisted APR 2 4 2015 (' y j�` _Coordination: (date sent) J /LWRPConsistency Asse-smeetForm _Gl I /J-.s i _ CAC Referral Sent: 4) 1 ,`,:.„.,Tc+��a �' 1/6ate of Inspection:_ UM S L.- _f a,;•-; y c.lru t;;r - j Receipt of CAC Report: ' " Lead Agency Determination: echnical Review: Public Hearing Held: Resolution: Name of Applicant Kevin Gallagher Address 32 Morton Street,Apt.7A New York,NY 10014 Phone Number: (212) 816-8007 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 5pf‘���1((( C°1 \11;:\° , "Board of Trustees Applic rn 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 Trustees Letter of Non-Jurisdiction June 26, 1997 Soutold Trustees#8428 May 21,2014 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): Remove existing stairway,including associated decks and landings;construct along eroding toe of bluff approximately 127 linear feet of stone revetment,including+1-13'westerly and+1-11'easterly angled returns,all consisting of approximately 3 to 5-ton stone placed over 50 to 100-lb 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 nonturf buffer with native plantings adjacent to bluff crest for control of stormwater runoff;and construct a new 3'wide x+1-78'long(top to bottom)elevated timber bluff stairway with landings,all as depicted and further described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated April 23,2015. and of Trustees Applicatic 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 and 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. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 Bio 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 April 23,2015. 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. L 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 severely impacted by increasing bluff erosion during the many Nor'easter and other significant storm events of the past decade, especially including the Christmas 2010 Blizzard and Super Storm Sandy in October 2012. In response to this accelerated shoreline erosion, owners of privately owned properties located throughout this geologic cell have been forced to seek approvals for the construction of shoreline stabilization structures, such as those issued by the Board of Trustees in November 2011 for rock revetments along the properties located three and four to the west of the subject parcel (Wetlands and Coastal Erosion Management Permits Nos. 7692/7692C and 7693/7693C, issued to 17665 and 17555 Soundview Avenue, respectively). 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. Similar, ongoing bottom-up erosion of the subject bluff is evidenced by a landward transgressing bluff toe; a steepening bluff face; and the loss of naturally occurring vegetation from the toe of the bluff up to a certain point below the top of the bluff,which is clearly illustrated in the attached site photos. Therefore, the applicant is proposing to remediate this ongoing erosional loss with an erosion control project designed in accordance with the generally accepted eroding bluff stabilization practices 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 structural "hard"toe stabilization and both structural and "soft" sand and vegetative bluff face renourishment. Specifically, a stone revetment is proposed to stabilize the toe of the bluff,which will occur first. Then the"washed out"portion of the bluff face can be stabilized with terrace walls and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. A 10' wide nonturf buffer to be planted with native vegetation will 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. Pursuant to 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), Page 1 of 2 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 Applic< Dn 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 and 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. 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? +1-500 (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 April 23,2015. 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. 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 severely impacted by increasing bluff erosion during the many Nor'easter and other significant storm events of the past decade, especially including the Christmas 2010 Blizzard and Super Storm Sandy in October 2012. In response to this accelerated shoreline erosion, owners of privately owned properties located throughout this geologic cell have been forced to seek approvals for the construction of shoreline stabilization structures, such as those issued by the Board of Trustees in November 2011 for rock revetments along the properties located three and four to the west of the subject parcel(Wetlands and Coastal Erosion Management Permits Nos. 7692/7692C and 7693/7693C, issued to 17665 and 17555 Soundview Avenue,respectively). 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. Similar, ongoing bottom-up erosion of the subject bluff is evidenced by a landward transgressing bluff toe; a steepening bluff face; and the loss of naturally occurring vegetation from the toe of the bluff up to a certain point below the top of the bluff, which is clearly illustrated in the attached site photos. Therefore,the applicant is proposing to remediate this ongoing erosional loss with an erosion control project designed in accordance with the generally accepted eroding bluff stabilization practices 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 structural"hard"toe stabilization and both structural and "soft" sand and vegetative bluff face renourishment. Specifically, a stone revetment is proposed to stabilize the toe of the bluff,which will occur first. Then the "washed out"portion of the bluff face can be stabilized with terrace walls and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. A 10' wide nonturf buffer to be planted with native vegetation will 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. Pursuant to 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), Page 1 of 2 • 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 2 617.20 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: Remove existing stairway,including associated decks and landings;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-lb 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 nonturf buffer with native plantings adjacent to bluff crest for control of stormwater runoff;and construct a new 3'wide x+/-78'long(top to bottom)elevated timber bluff stairway with landings,all as depicted and further described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated April 23,2015. Name of Applicant or Sponsor: Telephone: 212-816-8007 Kevin Gallagher E-Mail: Address: 32 Morton Street,Apt.7A City/PO: State: Zip Code: New York NY 10014 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 disturbed? +/-5,330 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 0 Rural(non-agriculture) 0 Industrial 0 Commercial ®Residential(suburban) ❑Forest 0 Agriculture Aquatic 0 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 waterbody? 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 0 Forest 0 Agricultural/grasslands 0 Early mid-successional ❑ Wetland 0 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 endangered? 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? 0 NO 0 YES b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: 0 NO 0 YES Page 2 of 4 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 INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE C Applicant/sponsor name: Robert.Herrmann,Coastal Mgmt. Specialist Date: April 22,2015 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? (7 / 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 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 T problems? JrV 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. 0 Check this box if you have determined,based on the information and analysis above,and any supporting documentation, at 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 i pacts Name of .ead Agency Dat a A • k ddi 00 &A f firef/ Print or 0 e'Name of R. po a sible Officer in ead Agency Title of Responsible Officer Sid t'fie of Respo u sible Officer in Lea Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 --4. - - 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: Remove existing stairway,including associated decks and landings;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-lb 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 nonturf buffer with native plantings adjacent to bluff crest for control of stormwater runoff;and construct a new 3'wide x+/-78'long(top to bottom)elevated timber bluff stairway with landings,all as depicted and further described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated April 23,2015. 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,May 20,2015 @ 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: 32 Morton Street,Apt. 7A MAILING ADDRESS: New York,NY 10014 PHONE #: 212-816-8007 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. 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NWS `11219- BLUFF SHALL ABOVE sung a ALL.met SAIL TLA mau '� 0. © .=� .N iwic�l' 5111 SFOREE SECTOR'A', HALL POST NV DECK FPRITFRE AICE Nn1 �Ii2rOsuvnl,�.u0xw ; .,- �'�' - 2NVtRFbA 7F2105ANJ i4ATFORI9FFAf8 T0�9ALT WfHCLlPo91E 4 `^"03{3-•i:, ','*� t. coo l/'t+6° %' _gym tij5a ptRF dam` �� �''a SCUP OF WORK: r � ,�' Iy, ....... g / 73.:-.,1:,,L., .•1` i i PROPOSE)RE-VEGETATION, L (7� 1 6 �T �'�' /��/ ,U . N PLANT POi FLANfM6 DETAIL ldD �°O �Tr1�- �c���ct'� � �� D a L N7 MRS 5{W1 BE P®NRIID TO FALL 5FAW4fdl OF AREA GF WGRK OR TO �' ..=� ...�i��- .�4? ;i• ��Sj / x ��"'// 1 ;,7► ,,:.� SOf�ULE.SEE D45lb� N � �O,E""' ��I !%1 �% 11113 POLICED"PROFIRTES. 250 FLL1. 971E5 PRIER TO ANT'51 TE WOK' I t g`=:w' • •.„4tOr •ji� ���il �`f '"l ,r14! PROPOS 22 'Ii 74,7,. lam qr / • 'tFi �� .s, m �/j , TB�RAGR16. 3.CONTRACTOR TO VERFT'ALL DRESOIS IN Fn3D PRIOR TO LYLAVAnOL STAIR - .� p''u INSTALL FEZ"LER ACDIG DETAIL �• ,� AFD MEMO!'"OOMRAOTOR SHALL OXRDDIATE RBSAFDQ19 STOW/STAR � _- "�'"" 21 �- 1 "..el° l �d /�° AND`S/Ea/LE.SEE DWS W.2 �..-644-?%'.1o0,10, 22 prrosD BRIE x I) Ft-v� ���C % o�o�� Vii tuo ~` 16�hTosvo,, _ a ALL D MD ON MIFF FACE SHALL FE f�dW®PRIOR TO NE START OF COBIRGTION LOCATION MAP: - n ni1TA+•' ` ''�V. ea PAY/B75TONW RP/EfFENf, �• kfr,o5i �V"lty" �2a a REMOVE TAGGED FOR DEMOLITION tl- '1"f'flt= Ldlp.`Fsp!® tar LONG �`ii�= Fy-,yk,y.��O�Nr' all Nor To SCALE �� 51t. FOR TYPICAL ELEVATOR ..,= ': •/,y �5� 'rP.(�,rJlC {i 32 b REMOVE ALL IiD6i®'CEAD VEGETATION DEAD VEEETATION SaL.SE `. 533= Y`` SEE SECTION'A',THIS DWG I�` Y r-.11,• I• / (I� 'q-' c of 34Off AT GRADE LEAVE ROOT=FELON MADE NOTE MACNIFStY ACCESS FOR S BEACH PLOE55 STAIR CONriTWGT10N IS m0:1: 1111°-'.- �` Ts.. / _-..i'10 c 6 %-k aT c HAUL DEERS AMY TO AFPROJ®IIP4uD sF1E =sit /- � `. i-!' /�rT / 3B 5 PbTALL FRDPOr�BEACH ACCESS STARS, SLOPE OF WORK-STANNAY FROKSSD FROM BARSE v -le !�� P g ` �i/b",:1'?0 i' . r•-k4 - -, , __ao r [QSnGTEN AND MC110119'ON VMS Not FOR INS AFD 1. ..;Tai tya"'' Pi°''iAuyD.1'o d.sk / -_ .fir-,;.r_.,7�:.� �VO�S� s............;,• / ' W Su T= \ / b q I^.I-- . f ,.� a MAO Arf.FSS STAIR, CONSTRICTION y. J- Sa Y`� 44 3'WIDE V&LORIS(TOP TO b COfSTROT PROPOS®AFFIX STOfE REVETHYT,1121 FT Lille SEE SECTION A' _y TM P� 5�= 7' a p ` ��: �/f 45 BOTTOM)WOOD BEACN Ns ) PROPOSED BLUFF RENOURISHMENT, •A /;,,,,,,o.. 565 .`i'a Q -% 'd � � ^�5TA1R��'�oF LO1b�T'��� STABILIZATION AND BEACH ACCESS �1 ,. ,569 �1 � t /��Ojj/������ BfiR'f s7F3'S,N BURYA.EW/NATED To Kl.ON•17DATE IilL@8tT GF TGE STDFE:0FSTO:w5TAIV 1 '13 - m la �� -� PLATFORM (4)1NDM65 ftP RAP.@QRON OF FYLAYATION=ffl:2B7 STAIRS: NIMI / , � 1\ m , 52 AtdA 3'WODE x az Ib STAIRB R6TALL N RICH OF ARaCR$TAE RoE STONE)OIE 5720E AFE 7., 'h i \ !r 14 -' •� � . 70BEAGLS7OE FB61L(16'PdOH GRADE)AS l'13'IC.TB7 M SECTOR 8' GSITUATEAT,/ �, 5r-a''' ry �� ' ' SEE DNG N22 FORCUTC4a061JE,NY _ / G QSTALL D'-B'R&RPP(50-12018 DOZE 5701ffJ IMDHaRO✓E,�} ! /, ■..At ■i*' ItFORNAnONIB°M D[�FH(h0F1AW IALS✓LARF H1H flLT02CAOIH- TFONTOWN OF SOUTFIOLD ` '8 3b / '/ ■Epi= D Ri5TP11 N RLW OF PSAL'R$TOE(GAP STOIFJ Ot✓E STOFE GFS ND OE GOUNiY,N[3J YORK m Srtp ! SGTi NO.1000-751-01-07 U f ' AREA OF WORK • 7= ■ 111 WDE Bhrsz, SrolE IBGFL F1.A(,E rD SraE•9w'DE LAFDH4i+D of TGE sr&EN As 4xvo � �� I V. •n'meq pROFVED ZONING DISTRICT,WA O \ �i'� " OF A}PY7Rmr E QSTP11 Ci)FOPS OF ARDR STOW OW STOW D�AFD OTE$TOE lO6fN FEMA ROOD ZONE.WA eta' i;; � � SEE THIS SHEET FOR'SECTION A' 'Jill � t� j�`I • �� � PROPOSED��� DES'iCTED IH 5TLTION'n�TxisDF41 a^ C!. �' �EVILIBA.ATN 031103 GRASS (ABO/E SRADE9 AS 0021015/M SFLTIOH'A;1515 lriG QICLLDRG 7FE SI7F DATA: EXISTING. door 1 � IG REVETb[ENT PROFILE �i��ai ��`i■' • x 555 SEE SHT 2 FOR'SECTION B' �■ :�!■.■iiun�' z-3 COLI rtb PLANTING ��• T�STRLGME HIL BOBD AFfRO62MA1B T aia Rw•-1 1�-, r ■p�iii u►•- NIOIE l7 OL TiAX WITFI BB.ON 9RnDE(AFPRDX!H.-z1PJ AREA OF SIZE 60,800 5F m ■cc m er STAIR PROFILE,STABILIZATION 50- ■oiiiiq:-���0111 - PAHI0.M VIR6AnFW SHTCH F TIE AIAYJR Sfo1E WLL BE PbTAL1ED SD THAT TIE FD5 of TFE TOP U1T02 N3gb AG TO BULYJEAD) ,.,/ p�D PA+` "� • ■uii�9•- TDE x� COMMMAr2'-0'OL,2GAL OF STOW PILL 511"LAFDNARD Of TE BYE SIMS EaOH IT TIE Fcy 0 x r:Yrr- METHODS AND DETAILS 52 .,;' ■1 n■uo- T,Wp 0STROMtE SHALL NOT 0100ACN 0Y01D TIE FROFO0 BOTTOM OF 131FF ELEVATIONS ARE REFERENCED TO!AVD 1985 DATUM W 1 inI■■■■i�■p }�, o ma, ;3p.„,,,,,,.- 6^"rm.„-,,•,,,,,,f,,,,„.eA1 RUEDA.71E SEGS AND B FILL E9Aw 0 STOLE.6RAD®AN7 hq � bY� /� O/T/ Al AREA OF DN,uwrvvl•f vf ■ �•' _ K,� '- - RUED AS REEVED TO @FLStEASTABIE ARN0Ft 572E WM1ll. FRIRMED NOW W IL as /•�I r'- fG`rvJ.�IT� ,x '81.08-- )*_ z THOU 1 GIME AREA M�IAniY 9.Tdt0lOQG TIE ARKA25TO1E RaTLT�9kFKE PSTALL PROPOSE KM W BEACH ACCESS STAR HRFF LMDIFYf4 FILL X Z • it,' Yt§ „Ito Q HEVAnON LF SEAr.H 70 FLATGN FEKfBORll01 AREAS. 43 sa ED h1\ \ n3&AGE AW REVS KAs AT iFE CONCISION OF COSTRK.TIOL RESTORE Q iMARA n i�1 B.Tx © 'I a ISE AN STINA7B t240 O1YDS OF PUM N JUDY)QJ(OBfA9ED FWDM AREAS CF BUFF FPLE LffT VACANT 1145 TO REMOVALS DI51L4d�AREAS 1711E .• pt ,rTN,i 512 / DLAVAnON o BD Bl1FF)AFD 9FH.RW1 W 112 LUFT OFGFAN SAIDf FLLL _in Sa v ' x TO COSTRICTION ALD 545151 Llff AREAS. i O'�ei'• ..°�,``' -,y FAQ 11 it x M2 �4 gg. -x 1.:-�,I 1 \ 5 OBTADED�HEVATIO TOHS w.Mo�r�R1RA7f of RSTeuuG TIE 0. dJ I •:.," SL-wiFit„ =` '-, = Tu 445, All R9NA GRAVE RESTORED TIE LEVEL of TFE Ig lnO SITE PLAN-PROPOSED WORK 1OH CUTAREASww)3*4T EDTODELEVE DBIGTEDDI '�`� _ 4T %.TON A',11ASOH6 m aIE - vt a PSTALL n3&AL3G AFD RANT PUFF FACE RR 241 No2,�t FILL `o :.- RS RE-VESETATON AND TUMOR&SERBNCE O'818415 NOTES'FOR FROCIDIIPTe, Ill p•I t ,ear t 9 20 to O 20 40 60 NV R6d10�9415t J ,ea SRAPHIC SCALE 1=20'-0' } pU OF a+E 'ON 5111.'FILL MATERIAL: FROM PROP.WORK $TOT$AIJANT11%I _ fa+SO®x. WOLF PA - \ 3 T05 TON AFV R STOW= 11540 TONS SETH EICHIER 4 �`' LL I�►7 I O14NflfIS R �M, ., I `=i/�I W•" qq° EXCAVATOR 0 BO.BUFF= X140 CU.YDS 50-00 LBS CARE STOLE= NW W YDS BARBARA EICF� �' •- .I 1/�c- � �` I TOTAL ESTIMATED RESERVED ON snE FELL= 1240 ante ATE FLIER FANG A5 NEEDS, EAPei�Ph 111■���I 1�do// y /♦`�� = FLAN NB ON BLUFF FACE. .. aabD'' /4' 4 a�1 r�=` DUFF ATEA TO*4PE-N2Po9F7® LIMITED TO FAC NTH NATIVE AW SWTLHATtat CLUDIN BUT NOT • hl•,1ILa, . "�`- WIN APPROXPMTBY 1360 CLAM.CF CLEAN SANDY FILLISM 70 RESTORE BLUFFS JRZFME ELEVATION.NSE RESERVED ELI s� EL 350/ '"F// EXIST/ DGE OF sCH.FOR ADDBIONAL sFiC1B PLAllIINSSI § 19RADEDF318D MI TO FOR DOTAL REiNOREi@8Nf APPROXIMATE AREA=5,-60 sF •m tPrtallRm FILL, 5502 GIJ7D5. HOfF TE AMOUNT O=RE-vrSEfAT10N NJLL BE LE'S01ED 13Y TIE NTING Et..3411 / . '/ FILLED A STbOFH T2AN61TON iBFRY®FILI. CrairmUA AREA OCOIF'IED BY ESTABLISHED,STAH..E B(5T4G VEGETATION DYgNet .,. EL32a h ALLFIRLHASEDFOJ IYS15EAYWIZDOFTD BIFFFU TIFTIE NASD OJT AREA SHALL E ATION TOGEAR TND of SEAC.H LGFPA RIRC,FIP6E FILL, BLE1260 GRAINCUIV SIZE TO FJOSTRN6TERRACING ON1 IJFF FAGS -kJ I rrr_Y r.PAmE12,PE :<R B_3011 _��G TFE LEVa DSEILTED NN T$5 HEVATON SAND POFD ON 517E AN7 FUST EE R.RLHP.�FROM AN LAND TO RBJI,GEs Kama> EROSION FOR TELE OF STABRIZINK DISTIAtBED 501E 9 � Ii AEYITOBI CRT 1 F�4 APPROVED UPEND 5ttE AFFRDXMATE AREA=5,750 SF. '- CL Zzo 800-272-4480 1811 A , ' 01021E&FAR SAVVY FILL Cf BEACH �°�NON 11�F ` V -3 www dynemyar coin -_ e..�a1. II I!// % - FOR COMPATIBLE DIFORMRAIION O57E.SEE SAG039102IN5 AN, LOCATED AT 7oP OF EIFFER sff RPNfPG 50EDIiE O LL EL 2411 RE-WetI �* V 0 Z 1 VD www.p1194 coin _ ' I Sy 44 W T- p )- Q (for other states) di4. 0..2zD' - /�, C I I pJ, p j O F- [0 fiveboroughsBy law, wrsend ewTurkacandNassauand ,,,,,d OE °1- )- pi_ _ 'll 144 ; '71' I I E. t 6 �l �3)- O f boroughs of New Turk Gy and Nassau and _ Q 3 PZ Suffolk Cowues°n Long Island rust contacl - ZZ Dighlet.1-800.2/2-4480 or 811,at least 48 hours 1'�j'� - ''r�� Y • �O N}uN a W LL but nom re than io working days(excluding ` (55 1 EL 15.0. ,_ I/`:y .4 1. R; q�q1 0 L� W $W rr���O p Q Q weekends and legalholidays)or excavation pwrto begesung0,610 TF' _ 0 , III ' I -FROP0�STONE REV1145T I 1F-i IU<2O any ensuan°eedigging orezcavatlon work to E LEGEND: a.ma - �� ARROXMATELY 1121 LG underground hnes are marked 1. 0 "' I /'•. I w 0 _ Q ~_ Excavators and oe through an also submit PROPERTY LINE - �'+(1'T j- 2 3-5 TON A2191R STOW 1 S Q _II O II- locate requests online through RIO If you do not 051 NrrenuyusemcPlease�ntaol>-szaasos - Fwslttt9BaILOx9 - B-un' /� �+) ���• . • I (40-4s'05TOW,TYP) W �,n�F tT for more mformadon. / qa BM P--& TO.PROP.STONE R[a/E7T>BlT O O� O y 5 ry 1 NOTED LAID LINES H_DIY IIIIII�n,, rew 0 ti 12D'(- O {F z. N ,I For safety reasons homeowners are strong! 6" N(nED MATER LHgS _ . - • - • • - - ' t I',1111 0XIS11A41 TOE Of BUFF a �'I O m O aged to call as well when planning any _ E 100 - / I `I I 1t, can Mang an theirpropertyHomeowners g E>45RN5 HAYJR 1/41/078 -10 ; 0 APPRDX EI.LTJ' o �[ > contact draggy t 1-800-2T2d<80 or by _ {�- W mlhng 811,the naronal kill before eyoufe dg - PFT �. e..as PROVIDE FILTER FABRIC AS 5It7W1 PRDR7SED$TOE REVETF1'OA number Forescavadon work completed on Pi-1 Da5Tt41 FMOR fANraR -e ENCASE CONE STOW ALL siDLi. �, .4 SHALL NOT BM-ROACH E'ET'ON 3 p" IL z personal property n Is the coneaaors J�>>•''l / Ilg U5.FAt3Rill,PM 15130 , 1 - c>. Ili FROE05ED TOE OF BLUFF W respansbdiry-NOT the homeowner's-to CFwnlaa V` •>. r ��� FXl5TIt41 GRAVE 01 60 H.ba - `: ED F- DrgNel Having ubirry fines marked{mor to U1 /15.0° fly OO, • • ° i, digging is free or charge �. - ..'-� .`1 el= HEVATIGH EL 4d ��'•-� I -I 3H/. FFDP 50-100 LB CORE FOIE DV TO R'•• q`i--4,/ S p O CD t- k. �� U, V _R�RAP)TO BE PLACED ON AROUND- ..`, t'ij1►''"/W PbBmd• �1 bfDF�( t�NoT1 �� FLLTF3iFAQZIOTOPREVBNTSG0.XQG iv. 1 ISEA52NALe6HWAHt®:E 79 APPARENk6NMA3tMNZGp:ELza m 0.11 ai VA \°� ° �&g.,IF '( 1�,v� "�Y R'-� _ ll✓DISM113ED. ,, e - ,• UIDISTUEH7. - ,_ _ - 22x___ ... r nFVAmrtIm^MATa� n a 1' 630`Pf10 p v �.N.� 111 ,• �: _ - „ lisu RASE: PROPOSED SITE PLAN IS BASED v . .. • S ^'v Y 11.011 SOL �I� SOIL ,. ON ORIGINAL SURVEY BY. P"-;w ,' .. 1'> ' . _, - _ _ NATHAN TAFT CORM-UN 111,LAND SURVEYOR _ •- •'•• • _ 1 I 11 BD. �FYLAVAn• - ',row ��STOik7 PD.BOX I6 ./"/. 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SPUBLICS NOTARY PUBLC STATE OF NEW YORK 4046, COMMISSION NO . 5015931 _VI OIIALIFIED IN SUFFOLK COUNTY Notary •' b1ic EXPIRES AUGUST 2 , 201_7 L. U.S. Postal Service' r��J, ki,?,:..', .. CERTIFIED MAIL° RECEIPT 7 D1-9 omestic Mail Only N U For delivery information,visit our website at www.usps.com®. rl O 1] A L USE ci W Postage OEM ?T Onidi MI Certified Fee �`+ CI Return Receipt Fee ��� r' O (Endorsement Required) 11.1.111/ �J�liere Restricted Delivery Fee �` Q� ' I= (Endorsement Required) 11.1 ri 'It Edward C.Booth Revocable Trust Ser, Patricia S.Booth Revocable Trust 1 I c3 "sd' 17235 Soundview Avenue i(� orf Cali Southold,NY 11871 U.S. Postal Service" O � , ^ � CERTIFIED MAIL° RECEIPT ti Domestic Mail Only t J For delivery information,visit our website at www.usps.com®. cm 43 Postage $ �Y'� IL\ m Certified Fee 'ti ''i Returnerk Receipt Fee /4,,,ere O (Endorsement Required) \ 1, z F�, Restricted Delivery Fee 0 (Endorsement Required) \...:2,,,s_________,/,\f9 to7 6'a r1 Total Para,..R gee's_Q_".__--- - — tlJ 1 sent To Seth&Barbara Eichler a Street, 15 Linwood Drive 1.__- r` ,ry°�; Roslyn,NY 11576 i ,; cations r- U.S. Postal Service" • etillYL ; ' , . i CERTIFIED MAIL® RECEIPT ,•/ Q' rn Domestic Mail Only 1 11.1 r" For delivery information,visit our jw�ebsiiite at www.usps.com®. 1 rl O t# �' g C N A t U ,; rm Postage $ eg., lvCertified Fee m 0 Return Receipt Fee n( iv O (Endorsement Required) ,J Otfere co ci Restricted Delivery Fee ti 7 Q 1=1 (Endorsement Required) 11.1 • A 6�" ra Total Post— ---- '^ ru Sent To ..1. i Neil&Lori Keans o Street&Ap 25 Central Drive r., or POBox I Manhasset,NY 11030 City,State, 1 J •SENDER: COMIPLE,TE'THIS,SECTION.- 1 COMPLETE THIS SECTION'ON DELIVERY ,,,,r , • Complete items 1,2,and 3.Also complete A. Sig ature13 item 4 if Restricted Delivery is desired. x 4,0, :\---- ❑ ent II Print your name and address on the reverse •- Addressee so that we can return the card to you. B. Received b/ Printed.,....---i e) C e 4 livery MI Attach this card to the back of the mailpiece, B. ,�r ,ceoe r,��/� or on the front if space permits. L/VI = D. Is delivery address diffe,��nt\F m itear �: Ye 1. Article Addressed to: If YES,enter delivery ad2lUess.bel ■ o ' Neil&Lori Keans 25 Central Drive - - Manhasset,NY 11030 3. s vice Type i Certified Mail ❑Express Mail 0 Registered 0 Return Receipt for Merchandise 0 Insured Mall 0 C.O.D. i 4. Restricted Delivery?(Extra Fee) A Yes 2. Article Number — 7014 2120 0003 8001 2739 I ' (Transfer from service labs PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 SENDER..,COMPLETE T,HIS SECTION~ , - ., COMPLETE.THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete Y A S• ature t 4 r �, ®- :4- item 4 if Restricted Delivery is desired. • �� �i'i ,1 • Print your name and address on the reverse �,� �( ° �� ©-Addre el,. so that we can return the card to you. B. Received by( d Name) ) '' . Date of Del1 e 2 le Attach this card to the back of the mailpiece, • or on the front if space permits. � r SAY e 4 D Is delivery address different from'~em ? ❑Yes 1. Article Addressed to: If YES,enter delivery address befaw; ❑No: a, Edward.C.-Booth RevocableTrust''' Patricia S.Booth Revocable Trust 1723 5 Soundview Avenue I3. Se nce Type Southold,NY 11871 Q'Certifred Mail 0 Express Mail ❑Registered 0 Return Receipt for Merchandise 0 Insured Mail 0 C.O D ' 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number `: , , ,, ,, - 7 014 2120 0003 800'1 27-15 (Transfer from service label) 1 • PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 ' John Bredemeyer, President Town Hall Annex Michael J. Domino, Vice-President cdo� ,` 54375 Route 25 James F. King 153 _ , P O. Box 1179 Dave Bergen i y 41,,�� Southold, NY 11971 Charles J. Sanders #0 Telephone�a°!'� Telephone (631) 765-1892 ,, Fax (631) 765-6641 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 TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR EIGHT DAYS 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 12thday of May , 2015, I personally posted the property known as 17975 Soundview Avenue, Southold, SCIM#1003-51-1-7 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 ei_- days prior to the date of the public hearing. Date of hearing noted thereon to be held Wedne•da Ma 20 2015. Dated: itjfe (signature Sworn to before-me this 20th day of May 2015 //` .141 ary ' .blic KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20.17 NUTILL thm• 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 : To remove existing bluff stairs including associated decks, landings, and concrete pad; 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 100lb. core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand re-nourishment (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 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 with platforms (including 3'x6' entry platform; 3'x6' and 3'x3' middle platforms; and 3'x4' platform leading to 5'x6' platform connected to 3'x12' beach steps at base). TIME & DATE OF PUBLIC HEARING : Wednesday, May 20, 2015 — 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 * (631) 765-1892 Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) I, Kevin Gallagher residing at 17975 Soundview Ave. (print owner of property) (mailing address) Southold, NY 11971 do hereby authorize (Agent) En-Consultants to apply for permit(s)from the Southold Board of Town Trustees on my behalf. ( vnerrs signature) Kevin Gallagher Board of Trustees Application County of Suffolk State of New York Kevin 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 RE - . OF THIS APPLICATION. Signature, Kevin Gallagher 40, SWORN TO BEFORE ME THIS4? DAY OF feire,74, ,20/5 IROZALINA BASIN a' 1.1.11111111116 ' Notary PublicNO -State01BA6281428of New YorktCI 41 Qualified in Richmond County Nota Publ i 4 My Commission Expires May 13,2017 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 purpose 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: Gallagher, Kevin (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 2V 017.9f rs, _20?'5 Signature Print Name vin allagher Form TS I APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM • j The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose 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, Robert E. (Last name,first name,diddle 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.) Building Tax grievance BuildX Variance Trustee 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 24 ay of April 200( 15 Signature Print Name Robert Herrman], Form TS 1 AMMINVI M EN-CONSULTANTS April 23,2015 ��; Y - Town of Southold L APR 2 4 2015 Board of Trustees 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. Three(3)Wetland&Coastal Erosion Permit Applications including: a) Short Environmental Assessment Form; b) Authorization&Disclosure Forms; and c) Site Plan/Shore Restoration Plan prepared by Jeffrey T.Butler.,P.E.,P.C., dated April 23, 2015. d) Survey prepared by Nathan Taft Corwin,III,Land Surveyor, last dated March 9,2014. 2. One(1)set of site photographs. 3. Application fee of$500.00. 4. Three(3)LWRP Consistency Assessment Forms including: a) Site Plan/Shore Restoration Plan. 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. Sincer-ly, 4 Robert .Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 I p 631.283.6360 I f 631.283.6136 www.enconsuftants.com environmental consulting Town of Southold LWRP CONSISTENCY ASSESSMENT FORM _ A. INSTRUCTIONS 1. All applicants for perm its' including Town of Southold agencies, shall com plete this CCAF for proposed actions that are subject to the Town of Southold W aterfront Consistency Review Law . This assessor ent is intended to supplem ent other inform ation 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 significant 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 Plan .1 1. 1. • ii eni, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION I� 11 SCTM# 51 - 1 _7 i APR 2 4 2015 PROJECT NAME Kevin Gallagher The Application has been submitted to (check appropriate response): Town Board Planning Board Building Dept. ❑ Board of Trustees M 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: Remove existing stairway,including associated decks and landings;construct along eroding toe of bluff approximately 127 linear feet of stone revetment,including+/-13'westerly and+1-11'easterly angled returns,all consisting of approximately 3 to 5-ton stone placed over 50 to 100-lb 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 nonturf buffer with native plantings adjacent to bluff crest for control of stormwater runoff;and construct a new 3'wide x+/-78'long(top to bottom)elevated timber bluff stairway with landings,all as depicted and further described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated April 23,2015. 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: 32 Morton Street,Apt.7A New York,NY 10014 (c) Telephone number: Area Code 212-816-8007 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes // No II If yes, which state or federal agency?NYS DEC 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. I I Yes n No X1 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 n 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 No ® Not Applicable 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 severely impacted by increasing bluff erosion during the many Nor'easter and other significant storm events of the past decade, especially including the Christmas 2010 Blizzard and Super Storm Sandy in October 2012. In response to this accelerated shoreline erosion, owners of privately owned properties located throughout this geologic cell have been forced to seek approvals for the construction of shoreline stabilization structures, such as those issued by the Board of Trustees in November 2011 for rock revetments along the properties located three and four to the west of the subject parcel (Wetlands and Coastal Erosion Management Permits Nos. 7692/7692C and 7693/7693C, issued to 17665 and 17555 Soundview Avenue, respectively). 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. Similar, ongoing bottom-up erosion of the subject bluff is evidenced by a landward transgressing bluff toe; a steepening bluff face; and the loss of naturally occurring vegetation from the toe of the bluff up to a certain point below the top of the bluff,which is clearly illustrated in the attached site photos. Therefore, the applicant is proposing to remediate this ongoing erosional loss with an erosion control project designed in accordance with the generally accepted eroding bluff stabilization practices 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 structural"hard"toe stabilization and both structural and "soft" sand and vegetative bluff face renourishment. Specifically, a stone revetment is proposed to stabilize the toe of the bluff, which will occur first. Then the"washed out"portion of the bluff face can be stabilized with terrace walls and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. A 10' wide nonturf buffer to be planted with native vegetation will 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. Pursuant to 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), Page 1 of 2 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 I><1 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 along the existing toe of bluff and 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 Southold's w dependent uses and promote siti new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56-for evaluation criteria. Yes No M Not Applicable Attach additional sheets if necessary Policy 11. 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 r Not Applicable PREPARED BY TITLE Coastal Mgmt. Specialist DATEApril 23,2015 Robert E. ann Amended on 8/1/05 • 11.33 GENERAL NOTES M f f ::::: M!'� L � 1 tl. � -r Y�i -t8N' �, t"➢"�''�'Y -S F �r���"4 - '( I. CONTRACTOR SHALL GHEGK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STARTING OF WORK AND F " I' �' :cW� f � 4 ? # �� .,'V / 11-3 HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. :., �� ',.,:, ;' k` `"; { ., r.,$ ." + • ; :5O 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODS ,° €s Los �} g ,�5 I {� .: (� 4 _{fr` -3 h F *,l+ - ri sn•.A, `,r. �yj {_ B AND ALL RULES AND REGULATIONS OF THE TOWN OF SOUTHOLD. � �� �� � � �� i -:-.117"1:::::,:--1:'-';',2:.::::',„'..-,,,,,,'4,.': Y �F 3. If IN T}�COURSE OF GONSTRUGTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON ' ��` � `�'w ;Y � 1�s� '� `� 151P%. 1� A 1' M, THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER.SHOULD HE FAIL TO ri- x�, �s�r, _ '"...: -�:�1...�,�-�� ; .'`k '`'"�'. kT T' a.'. :' t. t -fit -#{I > ti - 4� tt k t n+ x ;i r i -v'- a; ,f• 3. '�nA FOLLOW THIS PROCEDURE,AND CONTINUE WITH THE WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND 1 c � F r �r': '•,ITE `, M x �,47 • LIABILITY ARISING THEREFROM. xx � �S...TIpN i g_fx,r ,Fr. -�\ H0005%125 4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO EXISTING SLOPE. P *L .1 0.1 >,‘,.03 \\.` QC✓ 2_3 0 ,•, H000 LAW* a j a - � r,, M es� 1 f 1v S/� -c 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE OF 2 TONS PER SQ.FT. 7` i s '' r , �B + '1 r_., gra \0 1111 AND SHALL HAVE A MINIMUM OF 6'-0"OF COVER. z {� s° ,' ' , 3` 3 Y O F -' � x T•�0':tt:utak;_. - 2- 'S� t? - -' Nom, c T,;, 6. DESIGN TIMBER STRESS-DOUGLAS FIR,N0.2 GRADE FB = 825 PSI,E= 1,200000 PSI. nY� �j � � � �E -0131 P © '�I' 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. THE ENGINEER HAS 's w fir 3s { ' 'lb :. - '' '�` t.n a ,,p�(\l�b` NOT BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. ": ?" x c ' �` � w ; r` �� 1‹-c) Vii` ' s Horton Point 3' , . . ,�5 0 pN 6 O Ot3 8. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE + ,•.,,,,,‘,..,,,41-, ..0,, v »,. `,ii• �Hashnmomuck I c Q(0 \ 1 b TECO CONNECTORS"OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOADS® - { _� \ (� 10 0 q D STAIR ,r�.d .k-- ;t + �, A Q�► F: -•-, `:' ;.: b ' - WP' ,.5� � 12 I_3 0°`� � 2.3 W� CONNECTION POINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH °;;,:.�';_;-.;;;�'�:,' -;.�-,at,,�_^: ...�-;`.,,3_�'•� � o ;'*���.- ,- �� ' 14 01 -(� ANDIN6 •;,";..,.;•,.. :. a..,.... .; ,, Horton Nec y F-Sii .'': " ,Eb ' N �` \gt\ )55A.•3� /- I6 (T1 0.0\\ 1 J \-\ . L MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. <F :.`:.;: - ,,_� 2_5 rv5IS Y STONE LANDWARD OF TOE OF q. STAIRS TO COMPLY WITH NEW YORK STATE BUILDING CODE. n y,r, ' Qi...;; O 3_6 J P / z �¢ BLUFFID.ALL LUMBER SHALL BE A z:' ri = ':: =r:,5.., `- / o zo SHALL BE ABOVE GRADE GG NoW. #t:' < r= ."" ' t� 2 YkF_, : -L .5A.�''ori`.�%:LAI Pond 9G b (� FOR TYPICAL ELEVATION 11 ALL POST AND DECK HARDWARE SHALL BE HOT DIPPED GALVANIZED,U.O.N..IN wr+. '>-: :, :;tom,""'''_;;=;, „, _, ,_ 1d5 .: u t �� y�! • �j � i 26224 a -p� ►� SEE SECTION 'A',THIS DWG ACCORDANCE WITH ASTM AI53. ' Z O p 30 TO BE BUILT WITH COMPOSITE i`' _•- ;,r; -' �� 1 t3udds Pc / 112 32 11 MATERIAL .w;,'.- .a ' 12. HANDRAILS,TREADS AND PLATFORM SURFACES i 34 \ \ �_ (TREX OR EQUAL). pP� //© O i/19.3 /' 38 �36 \\ • Pte' 06'1\A' '// a 3 s; •�' °�� I. V,,, '�r► i _ _ G P� o3i 6A SCOPE OF WORK: ` ;'`` ,T, • �p - a a:. %;a=' F [ieixedon Estate. • ' �� PROPOSED RE VEGETATION: Y �` _ ��r Vi 6 ° /�,�; '�� �`o. `-42 as PLANT PER PLANTING DETAIL AND °Ob \ \q i/ 4z"�ir �"' 0 I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WORK OR TO % `: ` Groat Pond Noah O a E\5 ,• ��. t 46 \ 4.1 � ADJACENT PROPERTIES. w -9,,/ �� s r, Q.. p / SCHEDULE,SEE DWG No.2 N\ `�` Nt �� his..IS 14 12 ° Southold► , ` L • V\ _ V. 'aIiiii '�� �,� , �� 429' `50a \v ,�`'�p / ./.0.01;..40.04. :�i���i�� w � 14 Ib 2.r,LC FILL AND COMPACTION NOTES PRIOR TO ANY SITE WORK. �°.'e�/ '+ ��' �l • � � z4.4 pr ,,,, all 52 PROPOSED TERRACING: 2_5 0 ,a1•04114,,e°. ; >" 18 3.CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO EXCAVATION. STAIR - % �® ;L:::S ,� a. �� 20 2 428 22 INSTALL PER TERRACING DETAIL � �p 0 k\49 03 rr � Founders Landing Par �c 1a 333 g�P ,/ G /�p AND SCHEDULE,SEE DI^IG No.2 3b' � ���=� � �0 .``W �2o AND REVETMENT CONTRACTOR SHALL COORDINATE REGARDING STONE/STAIR n,,.Y ,,, \ 32 3Q • �� - 01.1's 5. 22 POST LOCATION b .----- - `� ��.�= ��; Q '�Q --24 4.ALL DEBRIS FOUND ON BLUFF FADE SHALL BE REMOVED PRIOR TO THE START OF 3a -- . at-04 �+ PROPOSED STONE REVETMENT: ��i� •�.. ��' \\.\-' \or`� :S 26 CONSTRUCTION N I- ao 2 P� ±I2T LONG .�':.=*i� \5� \�• F \12) .• /_ 28 a.REMOVE ITEMS TAGGED FOR DEMOLITION. LOG�T I ON`l M P. Arvil �`� 411 53.4 (P$ (P �"��` .� 30 NOT TO SCALE as a +'''I_'� ' 1 p g� z FOR TYPICAL ELEVATION �� �/�I' 5 \ ( 4. .��.�; r,� 32 b.REMOVE ALL UPROOTED'DEAD VEGETATION.DEAD VEGETATION SHALL SE `� SEE SECTION 'A',THIS DWG ����•!r��I c � %, v34Rti GUT AT GRADE LEAVE ROOTS BELOW GRADE. "� 50 t�dF �\ i �, I II00 Ito, ,�,���� � �� j k W W IREOf AjW: 3S 36 G.HAUL DEBRIS AWAY TO APPROVED UPLAND SITE NOTE: MACHINERY ACCESS FOR PROPOSED BEACH ACCESS STAIR CONSTRUCTION 15 X '"' �i-•-•- p /' ,, 5. INSTALL PROPOSED BEACH ACCESS STAIRS SEE SCOPE OF WORK-STAIRWAY • d.r ii, i',� ' .1, PROPOSED FROM BARGE t , AQ pF ��I,r��.I �i �' • _40 PROPOSED 53.4 , , SP (R \0 �Ck �_ i- •-Y' W W ".......0 W W - GONSTUGTION AND SECTION'B ON DWG.Not FOR REQUIREMENTS AND ' cAP�pa�°��,\o��3 � r.ws3. \ ��'/ .`� - �j W 42 BEACH ACCESS STAIR: CONSTRUCTION. �� 5516' 55.1 x 6- lit / qA 3' WIDE ±18' LONG (TOP TO 6.CONSTRUCT PROPOSED ARMOR STONE REVETMENT, ±121 FT LONG,SEE SECTION G ��•.�{ lit V \ W W W P OPO✓ D BLUFF 1= RAN RI HI " `�x X (A ND• /„ 3 ;.6 (P°1 5 55A 54.0 I \ ' :� .� I / j -` 56.1x 1) 11°F11111 �0 �C��� W y W -� y /°. . "....:77''' .'� �_46 BOTTOM) WOOD BEACH (THIS DRAWING) L OU 5 I`lT� 54.8 rn 12 W W W v v ACCESS STAIR, INCLUSIVE OF CONSTRUCT A5 FOLLOWS: STAE3 I L I ZATI ON AND BEACH ACCESS •5" Vit X56.1 S;Gs X- rwS63 \ / 1q G� / ------ ....,45 ENTRY STEPS,(I) ENTRY A. EXCAVATED TO ACCOMMODATE PLACEMENT OF TOE STONE GAP STONE AND 56.9 54.4 ' x / v� / W W ,," W W e- W J-A6 ..1 16 o G 1a W W 4x W W W"W � 30 52 PLATFORM ,(4) LANDINGS RIP RAP. (BOTTOM OF EXCAVATION = ±EL.-2 8') STAIRS' 58.9X 51.1 '-r + ---'--- W ,��� I / 20 22 W�' ; ♦ a -- AND 3' WIDE x ±12 LG STAIR B. INSTALL(I) ROW OF ARMOR STONE(TOE STONE)ONE STONE DEEP AND ONE / • 1 51.4 X545 cjo r►L5;4 . �„ ,, 52.2 STONE HIGH,( 7 BELOW GRADE)A5 DEPICTED IN SECTION B,DWG NO.2. I-.i Y • X Z'r "�, 2A 26 -- \> ' / ' / TO BEACH. : : SITUATE AT: 5X 60.1 60.9X h/58.1 ►�. 2� 30 �� W / r SEE DWG No.2 FOR 10" " GUi•GHOGUE, NY I; ,� 32 34 " W y ` �W G. INSTALL - 13 RIP RAP(50-100 LB GORE STONE)LANDWARD OF TOE STONE,1\'' ,‘ UFFOLK COUNTY NEW YORK L'■\ D. INSTALL(I) ROW OF ARMOR STONE(GAP STONE)ONE STONE DEEP AND ONE WGKLL AREA OF WORK ' SCTM NO.: I000-751-o1-o-t APA 2 4 2015 ? m EX.� �� f _ ► '■��aiwn53.4:. ;.,�� c. PROPOSED 10' WIDE BUFFER: STONE HIGH,PLACE T.O.STONE @ GRADE LANDWARD OF TOE STONE) A5 ZONINC�r DISTRICT: N/A Q C4 ' ` EX r' SEE THIS SHEET FOR 'SECTION A' ��`�`'� ,iy i��■p���� OA DGR 55 AREA(MIX E.MMOPHILA INSTALL0)INR OF ECTION AARMOR STONE ONE STONE DEEP AND ONE STONE HIGH, USE: RESIDENTIAL d) tAq 51014E � O �. REVETMENT PROFILE /0/ I 1��� \ 53'4 ; BREVILIGULATA) BEACH GRASS (ABOVE GRADE) A5 DEPICTED IN SECTION'A',THIS DWG. INCLUDING THE FEMA FLOOD ZONE: N/A L.__ .Y -� rT,• t-. EX. A6 i- ��■■ ■ ��� jir X TW CV 5�p`' X _■■Balli' z 2-3 COLUMNS PER PLANTING BEDDING THE BASE OF THE STRUCTURE WILL EXTEND APPROXIMATELY *6A' SITE i SEE SHT 2 FOR 'SECTION B' -�' _ ■■ni�::!�_���1■�■■■�. m • 15`�' 6A5EM Ft5 4 s _ _ :��':di■■■■■■■■�■/�.�Y�' in _ DATA: EXISTING: es 2 rte"- HOLE 12" OL MAX. WITH BELOW GRADE(APPROX L.2.0) a _r..-- f.‘" 15j STABILIZATION 50' �� �p..r■■r� ■■■■�� AREA6 OF SITE:O60,800 S.F. a STAIR PROFILE, ., ■ PANICUM VIRGATUM) SWITCH F. THE ARMOR STONE HILL BE INSTALLED 50 THAT THE EDGE OF THE TOP LAYER (1.3(16 AG. TO BULKHEAD) EXi511N� �� ■■ X 53'1 GRASS AT 2'-0"O.G.,2 GAL. OF STONE HILL SIT LANDWARD OF THE BASE STONES BELOW IT. THE ••, C) "9 BRICK 'E � METHODS AND DETAILS 52 �i ■ ■■■�■�i"P- �p ,.� O T / ■I!■■■�;���/► GONTAINEt� STRUCTURE SHALL NOT ENCROACH BEYOND THE PROPOSED BOTTOM OF BLUFF ELEVATIONS ARE REFERENCED TO N.A.V.D. 1(188 DATUM �INBpSEME 01 * ■ P. ECZ0510N pgq •� o AFL ,,, 53.4 Np �61 ,0 NW °•c\0 p`r ` ±EL.4.OA STONES AND BANK WILL AGAIN BE SHAPED,GRADED AND W i \ N 265 AREA OF DISTURBANCE. j A :.: �y.�p,,c- 5O�.>�s 55� 1 T•14.53.° ' FILLED 5 NEEDED TO ENSURE A STABLE ARMOR STONE WALL. Z 23A, 0°6K40i ±5,330 SGI.FT. X (A� t0.55 X55.° 1.GRADE AREA IMMEDIATELY SURROUNDING THE ARMOR STONE. RESTORE SURFACE PROPOSED WORK SUMMARY: H X z SPtE �EK_ •� 41, 3•-X 55.6 p��0 • b 5 -1 ELEVATION OF BEACH TO MATCH NEIGHBORING AREAS. INSTALL PROPOSED 3' WIDE HD BEACH ACCESS STAIR WITH LANDINGS. FILL, 0 / - A 56.1 x 1 54'0 '/ 8.USE AN ESTIMATED ±240 GU.YDS OF GLEAN SANDY FILL(OBTAINED FROM TE.:RAGE AND RE-VEGETATE AT THE CONCLUSION OF CONSTRUCTION.. RESTORE ED 0 "' 5X ' 241 5A' , .a m 56.5 X© y EXCAVATION® B.O.BLUFF) AND SUPPLIMENT W/1110 GU.FT.OF GLEAN SANDY FILL AREAS OF BLUFF FACE LEFT VACANT DUE TO REMOVALS,DISTURBED AREAS DUE OBTAINED FROM AN APPROVED UPLAND SITE FOR THE PURPOSE OF RESTORING THE W 56.1 TO CONSTRUCTION AND WASHED OUT AREAS. . • +� N EX.BRIO\ 6 • X- 54.8 ��‘ i% � r ova 1\t't X Sb.q - - =4,4 ^X ', z \ BLUFFS SURFACE ELEVATION TO IT'S NATURAL&RADE. i E� 9 421 _..• e,To pwvEvwf _ ALL ERODED OR SULLIED AREAS SHALL BE RESTORED TO THE LEVEL OF THE SURROUNDING NATURAL GRADE ,SITE PLAN - PROPOSED WORK THE WASHED OUT AREA SHALL BE RESTORED TO THE LEVEL DEPICTED IN N 2A.2' s 41' SECTION 'A',THIS DWG. b�'lc 1 � y�Ma�- rn s- �{��ww►� q. INSTALL TERRACING AND PLANT BLUFF FACE PER DWG No.2,SEE 'FILL, m x •" OM RE-VEGETATION AND TERRACING SEQUENCE OF EVENTS NOTES'FOR PROCEDURES 7' 101111 x.LAMP 9 20 10 0 20 40 = 60 AND REQUIREMENTS. - .• 051 GRAPHIC SCALE I" 20'-0" __l BILL OF MATERIAL: ° N/O/F �x .. \f� 'ON SITE' FILL ACQUIRED FROM PROP. WORK STONE QUANTITIES: ENGINEER: SETH EICHLER ��v `\ A,; r,. • /�'s/ � 3 TO 5 TON ARMOR STONE _ ±540 TONS r----....6,0,!,4WBARBARA EIGHLER • �y t_, -; gy /� _ \�♦ _ " QUANTITIES RESERVED FROM: 50-100 LB5 GOR= STONE _ ±120 CU.YDS 'EXCAVATION @ B.O. BLUFF = ±240 GUYDSQ`1' ` ¢ TOTAL ESTIMATED RESERVED ON SITE FILL = ±240 CXYDSNOTE: FILTER FABRIC A5 NEEDED BVD 'Q,�PPp1106�� BOARD 01= Ti2USTEES ��, . /•' `r"\'Dcp 'q// 11v.� TOWN . , PLANTING ON BLUFF FACE: / cc OF SOUTHOLD ti EL.38.0 / �, AREA TO BE RE-Ng1R215FED PLANT BLUFF FADE WITH NATIVE VEGETATION, INCLUDING BUT NOT W ' _ _ WITH APPROXIMATELY ±350 CU.YDS.OF CLEAN SANDY FILL ;' LIMITED TO BEACH GRASS AND SWITCH GRASS(SEE PLANTING �' � 2 �A7 "A// ,v TO RESTORE BLUFFS SURFACE ELEVATION. USE RESERVED FILLI H, FOR ADDITIONAL SHRUB PLANTINGS) ��` 1 S o2C� 1 S EL.36.0' / z - EXISTING RIDGE OF WASHED OUT AREA TO BE \\ . t ., I- FOR INITIAL RE-NOURISHMENT. t APPROXIMATE AREA = ±3,150 5F 2 `5 • �L, •7- SHAPED AND GRADED. BLEND WITH PROPOSED ; s� 734 P�� REQUIRED FILL: +�00 GU.YDS. NOTE: THE AMOUNT OF RE-VEGETATION WILL BE LESSENED BY THE OA I ,r-- EL.34,0' / FILLED FOR A SMOOTH TRANSITIONROFESS\0�,� ✓` a 6• 'uS ON-SITE RESERVED FILL: ±240 CU.YDS, AREA OCCUPIED BY ESTABLISHED,STABLE EXISTING VEGETATION ,� ��/ PURCHASE FILL: ±260 CU.YDS. D70 �' EL.32.0' I!. ALL PURCHASED FILL USED SEAWARD OF T.O. BLUFF MUST EE JEFFREY T. CUTLER, P.E. THE HASHED OUT AREA SHALL BE RESTORED TO CLEAN AND OF BEACH COMPATIBLE GRAIN SIZE TO EXISTING TERRACING ON BLUFF PAGE: EL.30.0' / `((//(L,/� THE LEVEL DEPICTED IN THIS ELEVATION. SAND FOUND ON SITE AND MUST BE PURCHASED FROM AN IS REQUIRED FOR THE PURPOSE OF STABILIZING DISTURBED 501E D II of NEW YORK CITY • / &LONG ISLAND II/ APPROVED UPLAND SITE. AND TO REDUCE EROSION O 0 APPROXIMATE AREA = x,150 S.F. Oz EL.28.0' V'I'�// z m CD PROVIDE CLEAN SANDY FILL OF BEACH 10 WIDEN NON TURF BUFFER: Z 800-272-4480 811 ��i %is �- EL,26.0' oproirx. LOCATED AT TOP OF BUFFER SEE PLANTING SCHEDULE O�, COMPATIBLE GRAIN SIZE. SEE DWG Not • • lL Qwww.dignetnycli.com • ` ENI W O or o7� FOR INFORMATION ON TERRACING AND V z CY 03 `'O rn EL.24.0' G'�� 1 RE-VEGETATION. I Q www.ca11811.com for other states OL( ) EL.22.0' � ��I> Lt_ to • 0 r_By law,excavators and contractors working in the �t1Un POS - Iii ' ' ���T' t j Lu 0 z O 0 0- F� �• _ 0 five boroughs of New York City and Nassau and �iLaa\A '. M -' W • 0 <0 O < W }- Z Suffolk Counties on Long Island must contact EL.20.0' m -I I • z �/ Z - cZ DigNet, 1-800-272-4480 or 811,at least 48 hours , • IIIIlr�• � u_i J 'd- < Q O v a w Q- days(excluding EL.18.0' i cz z0./ W J Q but no more than 10 working ► • O < ' W Cy - Cz a- weekends and legal holidays)prior to beginning y s 4 ►u I I O a D W O any mechanized digging or excavation work to z 1 11111i�' 6,� 9'3. PROPOSED STONE REVETMENT Z ensure underground lines are marked. h N L ��I��' EL. 16.0' • _ _ 0,..•gr- . `� OI APPROXIMATELY ±121 LG < z 1 z OZ I O Excavators and contractors can also submit m w Z 3-5 TON ARMOR STONElocate re uests online,throw h ITIC.If ou do not PROPERTY LINE • < = w O J 0 0 # q 9 Y EL. 14.0' (4 - 4.15 STONE,TYP) , < . E- �_ �- J 0 Ln currently use ITIC,please call 1-800-524-7603 EXISTING BUILDING / 0 ¢7/, 1 • � I z _ z �T� lCl I for more information. , q.0'(MAX) • = W m -4 NOTED LAND LINES ±3' T.O. PROP.STONE REVETMENT • Q V) `� I • r' 6. • • EL. 12.0' IIITit ,,,,,, ,,.,m----. ® EL. 12.0 (MAX) < < Ozr v Q CN For safet reasons,homeowners are strop I Y 9 Y : p05j NOTED WATER LINESQ d - 11 � encouraged to call as well when planning any /4 inr- type of digging on their property.Homeowners -_� EXISTING TOE OF BLUFF Q-1 1}LI -� mEL.10.0' OQ Qcan contact us directly at 1800-272-4480 or byg EXISTING MAJOR CONTOUR Io ® APPROX. EL. ±4.1 calling 811,the national call before you dig ROW ,�) EL.S.o' PROVIDE FILTER FABRIC A5 SHOWN, �� PROPOSED STONE REVETMENT i pp a .. number. For excavation work completed on v.,NEo�'E �J //, ii, .-------- EXISTING MINOR CONTOUR 6 ENCASE GORE STONE ALL SIDES. (�� SHALL NOT ENCROACH BEYOND •• a 0 personal property,it is the contractor's Js USE U.S.FABRICS,PM U5230 • " EXISTING GRADE a I. 6.0 �„,/ PROPOSED TOE OF BLUFF O Z responsibility--NOT the homeowner's-to contact t f11�` E •‘•� F �. EL.6.0' / W DigNet. Having utility lines marked priortorj.�� ° �� Cn F- digging is free of charge. �a �' ° " 13" Q ° el = ELEVATION PROP.50-100 LB CORE STONE(10 TO j CA -'EA .\GK 03 \\ VL ,, ° It* EL.4.0' RIP RAP) TO BE PLACED ON AND AROUND •i `: %"'' ____� O• NT ��G �-" + W �n PHOTO KEY FILTER FABRIC TO PREVENT SCOURING v RONF� E \ ,21 3 of SEASONAL HIGH WATER 0 ±EL.2.8' �� t O PPS EL.2.0' APPARENT HIGH WATER MARK® ±EL.2.4' No. 111114- 33tiot\ROP° E� �3 E� UNDISTURBED �, 2.2x APPARENT LOW,WATER MARK 0.±.EL. 1.3'::•:.:.>; PROPOSED 51 TE PLAN 15 BASED �1 ° > EL.o.o' ±LI SIL . (-• UNDISTURBED 1.3x - -- . �`�p.w4 ° �� ,. SOL PAS_ . ON ORIGINAL SURVEY BY: �� �� ° . • NATHAN TAFT GORWIN III, LAND SURVEYOR . ° ±I �• B.O. REVETMENT(TOE STONE) - - P.O. BOX 16 ° '.'r SITE PLAN - DEMOLITION SEGTI ON 'A' B.O.PROPOSEDAPPROEXCAVATION `-•• ® APPROX. EL.-2.0 -IAMESPORT, NEW YORK II(147 > PHONE: 631--I2?-20Q0 _ r' REVETMENT fi` I�IOUI St- i1�lT PROFILE SERVE EXCAVATED MATERIAL FOR FILL SURVEYED: MAR. q, 2014 APPLICANT/OWNER: KEVIN GALLAGHER /014'� 30 I5 030 60 c10* SCALE: 3/16" = I'-0" GRAPHIC SCALE I" = 30'-0" •- o f 2 • 4dPRUNE I/8"OF LEAF AREA BUT /...-.- RETAIN � RETAIN NATURAL FORM PLANTING SCHEDULE TERRAG I NG SCHEDULE www.diy nets cli.com PROPOSED NEW 5 Y WIT}I WILT-PROOF PER PROPOSED GRASS AREA(MIX OF AMMOPHILA BREVILIGULATA)BEACH GRASS 2-3 / TERRACE SLOPE ACCORDING TO SCH. BELOW: of NEW YORK CITY g or SPRA COLUMNS PER PLANTING HOLE 12"O.G MAX. WITH PANICUM VIRGATUM) SWITCH GRASS BUSH PER PLANTING MFG'S INSTRUCTIONS IF FOLIAGE EXISTING SHRUBS, [\\1 &LONG ISLAND www.cal1811.com 1 (for other states) SCHEDULE(SEE 5HT I), 15 PRESENT AT 2'-0" OL.,2 GAL.CONTAINER). s TO REMAIN SLOPES OF 1:3 SLOPES OF 1:2 SLOPES OF III OR GREATER MIN 3'-0" O.G. \`�� 41- TERRACING TO BE INSTALLED AT -Z7Z-4480 811 -• GROUND LINE TO BE SAME A5U5E SHRUBS WHERE NEEDED AS CONDITIONS ALLOW: 6'OG.SPACING TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT I AT THE NURSERY PROPOSED NORTHERN BAYBERRY BUSH(MORELLA PENSYLVANIGA) TO BE PLANTED V'" EXISTING BLUFF FACE 3 O.G.SPACING I O.G.SPACING .� AT MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). �,, V V �. r 1bgr 1kit Bylaw,excavators and contractors workingin the For safetyreasons, homeowners are strongly ESTABLISHED VEGETATION OR AND/OR PROPOSED BEACH ROSE BUSH(ROSA VIRGINIANA) TO BE PLANTED AT A . •.moi GULLIES LANDWARD OF EX. STONE HALL 1 g y L `� ..... ,• five boroughs of New York MEANS OF STABILIZATION(PLANTED MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). .0.44' I SHALL BE FILLED AND GRADED TO THE LEVEL �� 9 City and Nassau and encouraged to call as well when planning any Is" MIN.FOR '�,� :;•j.� .„ .:20.,<,, Suffolk Counties on Long Island must contact type of digging on their property.Homeowners 'W GRASSES AND/OR TERRACING) AND/OR PROPOSED BEACH PLUM BUSH(PRUNUS MARITIMA) TO BE PLANTED AT A < �`, ; , OF ADJACENT BLUFF FACE, REINFORCE BY 3 2 1 DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or bry PLANTS UP TO 4' 4/ �� ..'zr r. Nf,,.4 �'' MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). ; >, TERRACING AND PLANTING W/APPROPRIATE but no more than 10 working days(excluding calling 811,the national call before you dig HIGH,20" MIN. FOR .s.:: NM's ;�;: .` r.• REMOVE E3URLAP FROM TOP OF (SEE PLANTING DETAIL,THIS DWG) . *, :, u" NATIVE VEGETATION. weekends and legal holidays)prior to beginning number. For excavation work completed on PLANTS OVER 4' BALL _';'.;+-• .'':rpi.�4, any mechanized digging or excavation work to personalproperty, it is the contractors HIGH .�......... ; r ensure underground lines are marked. responsibility--NOT the homeowners-to contact 6" MIN �► ..:�:::���,•�::. ;::�....::':•.... ... . ,`'./ PROPOSED BLUFF FACE Excavators and contractors can also submit DigNet. Having utility lines marked prior to • BACKFILL WITH TOPSOIL 4 PEAT- `:�; ;.;� � , f M • M055 3:1 RATIO BY VOLUME IN 1" „ ;;,<, locate requests online,through ITIC.If you do not digging is free of charge. LAYERS-WATER EACH LAYER UNTIL ` , ,, •05ED BEACH GRASS currently use ITIC, please call 1-800-524-7603 TERRACING `f`: ` for more information. SETTLED. DO NOT TAMP .,,�,� PLANTING DETAIL USE 2x2x4'LONG GGA TREATED STAKES W/2x6 CCA :�:�r;,>+,‹ a 10 IN PLANTING 6" FOR PLANTS UP TO 4' HIGH 8" PLANKS SECURED TO STAKES(MIN 6'-0"OG). INSTALL '..t ":.rt;''-i OF311- --- 3.0' ±15' 6.0' N.T.S. FOR PLANTS OVER 4' HIGH :' '; . w� PROPOSED WOOD PLATFORMl' TERRACING PERPENDICULAR TO DOWNWARD SLOPE. 3'-0" WIDE x 3'-0" LONG SECURE 2x6 PLANKS TO ADJACENT PLANKS ALONG ' ' �:'" \ �h_ NEVI YORK STATE HORIZONTAL PLANE. "�:� �U I LD I NG CODE T) COMPACT ION NOTES: , �' UB GRADE 3'-0POS E x D�STc7AIR m 3A, ° us 0 SECTION RR3I4 STAIRWAYS TIMBER TERRACE RETAINING WALL NOT D AND PLANTI NO DETAILGENERAL / II - SECTION RR314 5.5EGTION RR3I4.2 TREADS AND RISERS. THE MAXIMUM RISER HEIGHT SHALL BE 8-I/4 2.USING SOIL TEST DATA SCALE: NONE PROPOSED 3'HIDE x ±18' L6 INCHES(201 MM) AND THE MINIMUM TREAD DEPTH SHALL BE 1 INCHES(221 MM). THE RISER HEIGHT A.AT ITS OPTION,TOIL HE ENGINEER MAY PROVIDE STEST INFORMATION TO THE CONTRACTOR. IF TIMBER BEACH(ACCESS STAIR AND PROPOSED WOOD STAIR SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE TREAD (- PROVIDED,THE DATA WILL INCLUDE CLASSIFICATION OF THE SOIL IN ACCORDANCE WITH THE UNIFIED HANDRAIL. STAIR AND HANDRAIL 3'-0" WIDE x ±15'LONG DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST SOIL CLASSIFICATION SYSTEM(ASTM D2481). THE SIGNIFICANCE OF THE DATA HILL BE INTERPRETED TO CODE,SEI: NOTES' (THIS DWG) BY THE ENGINEER = PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE w PROPOSED WOOD PLATFORM WALKING SURFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL BE SLOPED NO STEEPER THAN B.SOILS DESIGNATED A5 HIGHLY EXPANSIVE(CHI,MHO,AND OH)MAY REQUIRE LIME STABILIZATION PROPOSED WOOD ENTRY STAIR PROPOSED 1.0)017 STAIR 3'-0" WIDE x 4'-0" LONG ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL (2-PERCENT SLOPE). THE GREATEST RISER HEIGHT AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS. SUCH SPECIAL TREATMENTS WILL BE 3'-0" WIDE x ±4' LONG 3'-0" HIDE x t.40' LONG DETAILED IN THE SITE BID DOCUMENTS IF THE COST 15 TO BE INCLUDED IN THE CONTRACTOR'S BASE PROPOSED WOOD LANDING N WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (1.5 MM). BID. PROPOSED HOOD ENTRY PLATFORM PRCP'OSED WOOD PLATFORM 5'-0" WIDE x 6'-0" LONG THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY , G.SOILS DESIGNATED AS HIGHLY ORGANIC(OH,OLD,AND PT)MAY REQUIRE SELECTIVE 3'-O" WIDE x 6'-0" LONG 3'-O" WIDE x 6'-0" LONG \ MORE THAN 3/8 INCH (1.5 MM). AlImim'WV 1 REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT OF THIS TREATMENT WILL BE \ DETAILED IN THE SITE DOCUMENTS IF THE COST 15 TO BE INCLUDED IN THE CONTRACTOR'S BASE BID. __ PROP.3'-0" WIDE x SECTION RR315 D.THE CONTRACTOR SHALL INSPECT THE 5UB GRADE AND NOTIFY THE ENGINEER OF ANY CONDITIONS I ±12' L6 BEACH STAIR HANDRAILS REQUIRING SPECIAL CONSIDERATION NOT ADDRESSED IN THE SITE BID DOCUMENTS. THE EXTRA COST o 0 0 OF UNANTICIPATED REMOVAL WILL BE BASED ON THE UNIT COSTS PROVIDED WITH THE BASE BID. m m m WOOD STAIR TO BEACH-"- -'-'' SECTION RR315.I HANDRAILS. HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND THE COST OF UNANTICIPATED LIME STABILIZATION OR OTHER SPECIAL TREATMENT WILL BE -II = I [ BD' 1 38 INCHES(864 MM AND 165 MM),RESPECTIVELY, I- MEASURED VERTICALLY FROM THE NOSING OF THE NEGOTIATED. t4 6.0' ±40 b0 TREADS,SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS. ALL REQUIRED HANDRAILS SUB GRADE PREPARATION 55.4' SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A POINT ' ±18'OA. DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF I.NOT USED THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY • 2.NOT USED TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN IS INCHES C) 3.NATIVE SOIL COMPACTION: (38 MM) BETWEEN THE WALL AND THE HANDRAIL. COHESIVE AND GOHESIONLE55 NATIVE SOIL SHALL BE COMPACTED TO 95% AND 100%OF THE OPTIMUM Q_ SEAGN STAIR PLAN SCOPE OF 1A4ORK - STAIR GONSTRUCTI ON a DENSITY,RESPECTIVELY,PRIOR TO PLACEMENT OF FILL. X vs- I „ _ ,- SECTION RR315.2 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE 4.FILL SELECTION AND COMPACTION: __I SCALE: 3/16 - I 0 e. THE MOST COST EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: z dI. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK. FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPASILITY. �T� -SAND-GRAVEL MIX(15 TO 3M FINES<0.02 MM AND GBR> Il), Z U o p I 2.STAIR CONTRACTOR TO COORDINATE STAIR SUPPORT POST LOCATIONS W/REVETMENT W -GRAVELY SOIL(3 TO 6%FINES<0.02 MM AND GBR>b), w d CONTRACTOR. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT IZ -SANDY SOILS(3 TO 66 FINES<0.02 MM AND GBR>8), I o . 3.CONSTRUCT A SET OF STAIRS APPROXIMATELY fib' LONG ITH(I) 311X±41 LG ENTRY STAIR,(I) LEAST I-I/4 INCHES(32 MM) AND NOT GREATER THAN 2 INCHES(51 MM). IF THE HANDRAIL 15 NOT 0 -SILTY GRAVELY SOILS(b TO 1090 FINES<0.02 MM AND GBR>8), ,h I 3X6 ENTRY PLATFORM,4 X±40 STAIR,(I) 3X6 LANDING,(I) 3 WX±I I LG STAIR,(I) 3X3 CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES(102 MM) AND NOT P4 "4"-SILTY SANDY SOILS(b TO 15%FINES<0.02 MM AND GBR> 8), z z 1 33.4 LANDING,(I) 314X±15 L6 STAIR,(I) 3X4 LANDING,(I) 5X6 BEACH ACCESS LANDING,(I) 3 WX±12 GREATER THAN 6-1/4 INCHES(160 MM) WITH A MAXIMUM GRO55 SECTION DIMENSION OF 2-1/4 l.n -CLAYEY GRAVEL SOILS(OVER 2O�FINES<0.02 MM AND GBR>5), O O PROPOSED IO'NON-TURF BUFFER L6 STAIR TO BEACH. INCHES (51 MM). Q I CQ CLAYEY SANDY SOIL(OVER 20%FINES<0.02 MM AND GDR>5), f ,n FROM T.O.BLUFF A. MATERIALS TO BE USED U.O.N.(STAIR): 1...• X ILIz dJ : 5.THE ENGINEER RESERVES THE RIGHT TO HAVE SOIL TESTS PERFORMED TO CONFIRM THE SUITABILITY OF M Ca fu `-' I 3 6 WOOD I. 2X12 STRINGERS TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES(160 MM) SHALL PROVIDE A O , • dJ w p PROPOSED NON ENTRY PLATFORM iv j 2.2X4 CLEATS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL CD X 0 ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND COMPACT THE FILL MATERIAL IN 6 INCH Q z TURF BUFFC-R TO N MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO 95�OF THE OPTIMUM DENSITY. COMPACTION N O / ? EXISTING VEGETATION SHALL REMAIN IN PLAGE 3. 4X6 POSTS BEGIN WITHIN A DISTANCE OF 3/4 INCH (11 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION SHALL BE ACCOMPLISHED AT NO LESS THAN OPTIMUM MOISTURE CONTENT UP TO 2%WETTER.OPTIMUM < d ~ BE PLANTED WITH DELIBERATE CARE SHALL BE TAKEN NOT TO 4.2X4 MID RAIL DENSITY AND OPTIMUM MOISTURE CONTENT SHALL BE A5 DETERMINED BY ASTM D1551. NO RUBBLE, S " S I NATIVE 5/4"X6 OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH(8 MM) WITHIN l/8 INCH BELOW THE O WI `{, VEGETATION / � � F DISTURB ROOT BASE OF EXISTING PLANTINGS 5. HANDRAIL WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH • • TRASH,BOULDERS,OR OTHER DEBRIS WILL BE ALLOWED A5 FILL MATERIAL IN ANY USAGE. ti 6.2X10 TREADS t C� �- CZ 6.FOR UNSTABLE SOILS WITH LESS THAN 250 P5F COHESION OR ULTIMATE BEARING CAPACITY OF LESS �" Mtil� ,. U "1 EL.54.C' (10 MM) TOA LEVEL THAT 15 NOT LE55 THAN 1-3/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF C B.MATERIALS TO BE USED U.O.N. PLATFORMS/LANDINGS): THE PRGF! .._. THE MINIMUM WIDTH OF THE HANIiRAIL ABc.� THE RECESS SHALL BE i-I/4 Viv h.5(32 Z THAN 500 PSF,GEOTEXTILE FABRIC. SHALL BE INSTALLED IN ALL UTILITY AND PIPING TRENCHES AND EL.O L ,,�, rl,,l, L A I4kr t -f PROPOSED STAIRS AND HANDRAIL TO COPE - ' ^,n- T E '/ F TANKHOLES TO REDUCE MIGRATION OF FINE-GRAINED 501E AND SEPARATE DISSIMILAR FILL - �A A A v. ' A / Q I. 2X6 FLOOR JOISTS ! ' SEE NOTES THIS SHEET MM) TOA MAXIMUM OF 2-3/4 INCHES(10 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH N 114Ns MATERIALS.THE GEOTEXTILE MATERIAL SHALL OVERLAP ADJACENT GEOTEXTILE MATERIAL BY A EL.52.0' _ y 1, 1,I .� EL.52.0' ►- 2.2X6 PLATFORM SURFACE MINIMUM OF 12'AS NECESSARY TO COVER THE INTENDED AREA. GEOTEXTILE FABRIC SHALL BE i s 1 . i ,, N.-.4 ' , PROPOSED I G.ALL HARDWARE TO BE GALVANIZED. (0.25 MM). UNDISTURBED• GTFI30EX,TYPAR 3401,GTF150EX,OR TYPAR 3601 AS MARKETED BY EXXON CHEMICAL AT • I. r 1'/ D. ALL LUMBER TO BE TREATED(E.6.GGA,AGQ U.O.NJ -800-54-EXXON. EL.50.0' 501E I I:...' �• 3'X±-i8' L6 TIMBER BEACH EL.50.^'-- I • I r . :' ( I ACCESS STAIR I 1.NOT USED I: �: .: 1. .• .-/ EL.48.0' I : I P. 44 v� 2-2x6 TREADS/STEP,2x10 STRINC.R5, O EL.48.0' NOTE: 8.NOT USED 7-4x6 9.NOT USED ; ; • .. .. ;` �� �� ► /� , P05T5, 2x4 CLEATSI ALL PLANTED VEGETATION WILL REQUIRE 10.COMPACTION TESTING: EL.46.0' Hu i; . ; V. 2x6 TOP RAIL AND 2x4 MID RAIL _ THE ENGINEER HILL ENGAGE AN INDEPENDENT TESTING LABORATORY TO PERFORM(I)A STANDARD 74'4 ►� EL.46.0' MONITORING OVER 3 GROWING SEASONS. PROCTOR TEST(ASTM 01551)ON THE FILL MATERIAL(OR NATIVE SOIL PROCTOR TEST(ASTM 01551)ON I t I/_�,. , `I NGINEER: THE FILL MATERIAL(OR NATIVE SOIL IF NO FILL 15 USED)AT LEAST 12 HOURS BEFORE THE EL.440' u . i .i�/ ,,, �� \ J EL.44.0' 1 SEE 'STAIR CONSTRUCTION FOR ADDITIONAL OF NEW YO CONTRACTOR INITIATES COMPACTION AND(2)A NUCLEAR DENSITY GAUGE(ASTM 172122 AND ASTM I ., 1444 I E STING VEGETATION SHALL REMAIN IN INFORMATION AND DIMENS10N DETAIL'REQUIREMENTS. �� T• SU 9 P3011)OR SAND GONE(ASTM D1556)TEST AT A MINIMUM OF THREE RANDOMLY SELECTED LOCATIONS EL.42.0' i \ PLACE,DELIBERATE CARE SHALL BE EL.42.0' I !� TO MEASURE THE DEGREE OF COMPACTION OF THE SURFACE SUBGRADE. IF THE RESULTS FROM THIS ' �1 •\ TeII(EN NOT TO DISTURB ROOT BASE OF (THIS DWG) co 9 * TEST FOR THE FILL OR NATIVE SOIL DO NOT MEET OR EXCEED THE DEGREE OF COMPACTION SPECIFIED i `I I (/ (II E)1I5TIN6 PLANTINGS. * r-- ►�'� Ct w IN THIS SECTION,THE COST OF TESTING HILL BE DEDUCTED FROM THE CONTRACT AMOUNT,AND THE EL.40.0' u I;�'[I%/ ,` EL.40.0' r 11 w TESTING(2)WILL BE REPEATED. AREAS DISTURBED BY CONSTRUCTION A5 -- 'lI I n ? r4.,II.THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE WITH THE WELL AS AREAS LEFT VACANT DUE TO ��I EL.38.0' u- ��R I RESPON5IB E FOR ALL INSPECTIONS AND SIGN-0FF OF EL.38.0' _ �A,I .�:_ ` wSTANDARDS OF THE S.G,D.H.S. CONTRALTO 5 L -�� >L ( QsSAME. REMOVALS(SEE DWG N0.1) SHALL BE711 uNl7ISTURBED I I .�//� I -2x6 JOISTS,2x6 DECKING v 349 P`.�' 12.NOT USED EL.36.0' STABILIZED BY GRADING,TERRACING, APPLi • •SOIL•.'.• I I ,r � a /� 4%,_ (SEE GENERAL NOTES,No.1 AND 10) EL.36.0' P. u ,,�', SFE` S\'(�' FILLING AND PLANTING W/APPROPRIATE / wyt ♦� �► w u� I o w u_ ,--_ NATIVE VEGETATION. APPROX. AREA ,11/ i� `% ' 3 xb WOOD o o I w EL.34,0' EFFECTED: 1,250 SOFT. r1 • mig •i/�A �`/� ` _ PLATFORM EL.34.0' m O Q JEFFREY T. BUTLER, P.E. 11 G qi 6 ) ' \a, W-i I CO J •• o -- -- EL.32.0' V �1 1 ._ ��_ 1 EL.32.0' 2 +:•t%I Q w x a J TREADS AND PLATFORM SURFACES POSTS SHALL EXTEND A �. . �:... • //� lr�l��l` �. 3'WIDE STAIR I p j ( Ill LLJ o g O TO BE:LT WITH UNTREAT® EL.30.0' MINIMUM OF 6.0 BELOW - I 1 ` (BEYOND) EL,30.0' o w O . .,.ii \ I Q O O O . p m z0 0 m ID " WOOD oR GOhiP05lTE MATERIAL UNDISTURBED 501E(TVP,U.O.N) 1.1.:. /. f'` 3'x3'WOOD PLATFORM - - • T • w o o v - EL.28.0' • . IA / r (BEYOND) I I EL.28.0' d O Q O W O 6ALV.HURRICANE11A i I {�� II m c CLIPS TVP.AT ALL '., I/ // NOTE: EX STAIR(TBR)ENCROACHES Q O 4.4 EL.26.0' PROPOSED BEACH GRASS TO BE I ON BEACH BY APPROX.14' 0" 1 / I EL.26,0' < O W Z X .. cow�GnONs �� III � PLANTED AS INSTRUCTED IN f .i 111 1 NW . {�N. BEACH GRASS EL.24.0' PLANTING SCHEDULE,THIS DWG ' 1 . . k �I1\ PROPOSED SHRUBS TO BE PLANTED A5 AN ALTERNATE1 p Q X Q W i• OI- m LLI PLANTINGS nYPicAU _ u 'i// TO BEACH �WHERE CONDITIONS ALLOW SEE EL.24.0' cY o >' } •I, / FILL, RE-VEGETATION SLOPE WITHIN THE HASHED OUT AREA,SEE I.��..4 , PLANTING 5( �EDULE AND DETAIL, THIS DWG• N w N O W >- O1 Z 0 '` EL.22.0' 1 • I'I• �k f�,vf�� EL.22.0' 8 *' +' CZ / Z N DWG No.l SHALL BE STABILIZED BY 6FADl6, TERRACING,FILLING AND PLANTING W/ . 1 t• • I �1, 4• < w. ' w a W I ( CI- STRINGERS 2'X12"GGA AND TERRI-�G I NG � �� SEQUENCE OF EVENTS NOTES: EL.20.o APPROPRIATE NATIVE VEGETATION. I I .. • . �•0' ( EL.20.0' `� � < ® W _j O Q .< ®I6 O.G. • �� I H APPROX. AREA EFFECTED: 2 1 I , ,500 SQ.FT. 11 , 1 1 •' '� ‘ I O O I. NO RE-VEGETATION OR TERRACING INSTALLATION SHALL OCCUR UNTIL ALL I 1 •. EL.18.0' I I • ` :.I ( r 1, `1.e�. , Z I CONSTRUCTION 15 COMPLETE. 1 I 1 L .• 1 ' EL. 18.0' �, I- - TO"± 2. NO FILL SHALL E3E TAKEN FROM THE SURROUNDING E ACH OR BLUFF FACE. TERRACE AND RE-VEGETATE DISTURBED AREAS/ 1� 11 4;. ,I I _I `� ,� lei 3x4 WD tFil [--I # 21X6'GGA®I6'o.G. 3.5EE PLANTING SCHEDULE,PLANTING DETAIL,TERRACING SCHEDULE AND CONCLUSION OF STAIR CONST.,SEE 'FILL AND EL. 16.0' "! I /, 1t pL 5k6 WD BEACH .. .�� EL.16.0' '7 0 y I TIMBER TERRACE RETAINING WALL DETAIL,THIS DWG. RE-VEGETATION SEQUENCE OF EVENTS' I I la• ,; ACCESS PLTFRM ,� N 1 I i ^��Q) 61 2 CCA 4. PROVIDE GLEAN SANDY FILL FROM AN UPLAND SO RGE(BEACH i I ��� It23EL. 14.0' •LI I / EL, 14,0' �T�POSTS TO EXTEND COMPATIBLE GRAIN SIZE) FOR THE PURPOSE OF RESTORING BLUFF'S THE WASHED OUT AREA SHALL BE RESTORED TO UNDISTURBED L, - 1 I ' - ±16' w z 1- • V O I 5TU B I I'. I/ In J `� Z 6-0 BELOW } / SURFACE ELEVATION TO NATURAL GRADE. •THE LEVEL DEPICTED IN SECTION A,5EE DWG No. SOIL I I. UNDISTURB®SOIL(MIN)--I �'' ~4 CCA 5.GULLIES,LOW POINTS AND WASHED OUT AREAS WITHIN THE AREA OF WORK EL. 12.0' i�• T.O. PLTFRM = 12.3' O W 0 0 V II ,�, _�� EL. 12.0' LL `° 1 1 :0,�� POSTS ) SHALL BE FILLED AND GRADED TO THE LEVEL OF THE ADJACENT BLUFF `i` - "1 a 1 I FACE(THE NATURAL GRADE). ANY GULLEY OR ERODED AREA SHALL BE RESTOID EL.10.0' 11. v (4) 6"x6" GGA P05T5 W/ O ., I b. ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. DELIBERATE CARE TO THE LEVEL OF THE SURROUNDING AREA 11 1 (2) 2"x10" GGA GIRDERS EL. 10.0' • EL.8.0' II rrAND 2"x8" CGA JOISTS a Ix Q Z ifiI I SHALL BE TAKEN NOT TO DISTURB ROOT BASE OF EXISTING PLANTS. u a. I6"O.G.,PLACE BEACH EL.S.o'1 1. ANY DEAD VEGETATION SHALL BE CUT @ GRADE AND REMOVED FROM • ':a - CQ INFORMATION �r� STAIR IMMEDIATELY Z O le- FOR BLUFF FACE. EL.6.O' REGARDING PROP. ;.�►f �l■ SEAWARD OF PROPOSED 0 Y ` 1� NOTE: LEAVE ROOTS INTACT BELOW GRADE. \ EL.6.0' Q `� b. ANY UPROOTED TREES,ETC.SHALL BE REMOVED FROM BLUFF FACE. REVETMENT DESIGN I. ., REVETMENT Ov 1. WORK WITHIN DESIGNATED AREA OF WORK,CONTRACTOR TO ATTEND TO EL.4.0' ScE SECT. 'A',DWG Alo.l 1 ' . �I, " I _../.1.. - - I EL.4.0' L J DISTURBED,WASHED OUT AREAS WITH EXTRA C . -- 10.APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. u �- SEASONAL HIGH HATER® ±EL.2.8' II.TO APPLY FILL: SECTION EL.2.0' I( • rl _ EL. APP.HIGH HATER MARK® ±EL.2•.4' FASE : a WORK HORIZONTALLY ACROSS BLUFF FACE,LIMIT THE WORK AREA ��I UNDISTURBED "...T ::'•.'::•::aPP LOWViA ER'MARK .± .: ; ••::.:•:,:.:: STAIR TO 3-4 FT OF VERTICAL SURFACE AREA AT A TIME. CONTRACTOR E3EAGH STAIR PROFILE EL.0.0' . �'� I I 501L • J SHALL APPLY FILL IN 12" LIFTS, TAMP BETWEEN LIFTS. SCALE: 3/16" = I1-0" UNDISTURBED C 1 I' ``_ •• • ' CONSTRUCTION DETAIL. 12.ONCE NATURAL GRADE 15 ACHIEVED WITHIN THE SMALL WORK AREA SOIL ll �� POSTS THAT SUPPORT 5x6 NOT TO SCALE PLANT PROPOSED VEGETATION AND INSTALL TERRACING BEFOREim; . BEACH ACCESS PLATFORM 2 MOVING DOWN TO THE NEXT VERTICAL SURFACE AREA. SHALL BE DRIVEN TO A -13.CONTINUE PROCEDURE UNTIL PROPOSED AREA OF WORK 15 COMPLETED. MINIMUM OF 3'-0" BELOW NYSDEG APPLICATION No. L J MHWM,APPROX. EL. -1.1' - I i _- oF 2 D SURVEY OF PROPERTY Ds ptJN -- SITUATE LAN ; SOUTHOLD N G Is TOWN OF SOUTHOLD a 1 I LO �� xi , o I R �°N°�� SUFFOLK COUNTY, NEW YORK IA S.C. TAX No. 1000-51 -01 -07 QP� H 1 \1;�`� .;048,0•10LAND DING� SCALE 1 "=30' \\11.‘ , , �' ' MARCH 9, 2014 k I, ���� ++ .. //G4,,, ,, � - C.. TI 0e5� //5.�°. / --6 CTI 1G �1 r. `� /j j j X_�i1B AREA = 60,800 sq. ft. 25 / / / / j/t8.8 1 ,20 (TO TIE LINE) 1.396 ac. /'SOI 00' --of '/ /// /// / - -2`-8 Z I, --- _/ J ;i0 -32 CTI a- - ---- ---_,..".....2"V"":„--"V; , i.// ` `:IY / / // - -1 144 NOTES: O ‘V-::_-_--_______ ___ __ / ���//�/oEoi / / / / ;48 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM IE. 14- - - ///% ''" '��J�i; ---/ / / / / �' - EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 8 trz �a ____2_x:4 /��� ��;i��nt/j% i i / EXISTING CONTOUR LINES ARE SHOWN THUS:- - - -50- -- - i_ - _ / -- -/ / / a. / / // // OUNO Fn.- FIRST FLOOR LV) -- -� _ ' - /i/ // j/ /' PIPE T.B. - TOPOFBULKHEAD GE FLOOR i / I / �� ---iii =��� /�/ // / B.B. - BOTTOM OF BULKHEAD - - / / / I T.W. - TOP OF WALL 38- - - - / / / B.W.- BOTTOM OF WALL ' -ø&_ -_ •53.4 _.-- A a-- 32 Z 44- - - 3.7 G pp • C 46- = i�� �- .A000 e 53.3 x ro. ).:;-.. ,,,.,,, .:,,..,::. ,, ,,,,; . ,,. ;� 5 ' 15 .5 SOp OF e� \\ x 53.7 m ["- 1 53.4 I Ul1O MON, N �• -_ APR 2 4 2015 •6014 55.7 ..�� - ►�- FENCE T �'! :x x 5.6 .x� x 55.0 \ pl S.- - - - 54.0 .__. _g56- - - 56.7 x \ ' 1 S _...,-4� .4� 565 54.8 _ ‘2.1:: .,': i•. ! 5 56,7 x ` . . -:•r..• 11,.\ f x x 56.9 54:4/ x \ w ..- WAIT .it x 54.3 = t�' / 57.1 / rn z3'W. \ / x � 5' o2 , 58.9 mS:.: FROM 57.4 / \ x54.5 / fRDUNEAS \ 57,5 / �^ \ !758.1 £ COAT.ER0510N H5-5'883 SHEET 10 OF�, 'o x I �6'.--5°8.1. oJ 60,9\\ \ \54\15x54. � �• PNOTO NO' \� I \\ \ " 1 FENCE Z� ,GRAIN I I \54.7/ / \ 0.9 E. l:': ORATE 4\i, cis' S.ox I 400% ci``��. \\ � %r*, *� • , BRICK I•GONG.'WALK p k. p1.1 � CK mF \ �bNEi �' �111si .g F9 N ..::: \\\ N = • 15.4 i BASEMENT to, o , Wo l 1 ST HpUSE i 8 l BRICK BASEMENT) " ; C_) (`NA1.K IN o.2 - 0 - rn F.FL. `S 5 IA -- FEtdCE G 26,3'„foa1 ' 1.9'W• 23.0' N 66' liggliiilli C4.1' mOD {� n. v40 w STEPS 24.2' NCE ( y1P�y ' r:. ( 0I �aF gyp• • • ?'- ,+ BRICK rn 0.6'E• a. �°• v. • ' • ''' •. GARAGE A........,:,..,. • DNE DRNEW . ' .. • •y•' ••._z: 24.2 4 f 2 m Fe°. r . 1.1W. •l1�`' ••v '. 12.1 g 6.6� 1 AL 'o .g o MET 6 ,�SHED m o.t` SMP • • 'P21;1125:1; n Y4Ipp51 y Zo ., '�g°a m o p•Il 2 0 .CF.., •i'v L21 O . ` I, ;:...11.. .1141‘801E E.2.0•519, 3 W. (~1•t-sy m•l'1 n trr] 10.,•` v .• tzl • 'zl iv PAVERSPATIO .l' : ''6.9' lr • . o , \/ Z Li, C 1 ••'. x y , Z o rn J v, fm UNAUTHORIZED ALTERATION OR ADDRION • i •�� TO THIS SURVEY IS A VIOLATION OF , �n SECTION 7209 OF THE NEW YORK STATE • g • •'` EDUCATION LAW. \f _ • • COPIES OF THIS SURVEY MAP NOT BEARING A m .• '' THE LAND SURVEYOR'S INKED SEAL OR \a EMBOSSED SEAL SHALL NOT BE CONSIDERED •••• CE TO BE A VALID TRUE COPY. :, - p•�'E. • CERTIFICATIONS INDICATED HEREON SHALL RUN o.2^ • ONLY TO THE PERSON FOR WHOM THE SURVEY '' NCE IS PREPARED, AND ON HIS BEHALF TO THE \1"m , O.9'E• TITLE COMPANY, GOVERNMENTAL AGENCY AND • LENDING INSTITUTION LISTED HEREON, AND .. • • 1 TO THE ASSIGNEES OF THE LENDING INSTI- TWO p0 . • '- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. UI-#41A \ • 1 THE EXISTENCE OF RIGHTS OF WAY .To •.a a AND/OR EASEMENTS OF RECORD, IF \ `:• i ANY, NOT SHOWN ARE NOT GUARANTEED. I - .0 x • ••�. PREPARED IN ACCORDANCE WITH THE MINIMUM I• rori STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ` . BY THE LIALS. AND APPROVED AND ADOPTED 1 - r vl FOR SUCH USE BY THE NEW YORK STATE LAND m ' ' • w TITLE ASSOCIATION. ' , 03 J ' * LgAP Qr - p091 v . z n G CE 0.5 E. v: ,/MEOra. rrJ�J / • 1 1 rt. -J�JJ IRo1 ' - 00 .• ... N.Y.S. Lic. No. 50467 W ► ' �r� •J j- • 7 115' JJ -.•WIRES , v •• . •: co n a . ,-04,. HEPD • . co. E o��PZE �MNS - •• :, ' • • �'• Nathan Taft Corwin HI aSE.\\?'•Gr.' =RI°K . w . D3N• • s?JQ Of vV • • '•, • v .�. • Vi T� IRON FE11G CAtpv, .. III .5 A• EDGE ,: : •. Land Surveyor 3,310,‘Aoks ROA° lia �-� - ‘3 ' v \S Successor To: Stanley J. Isaksen, Jr. L.S. /• y a",• ' NT Joseph A. Ingegno LS. / • •+. .. • X11 • Title Surveys - Subdivisions - Site Plans - Construction Layout •;��p -- • -E "� 0 PHONE (631)727-2090 Fax (631)727-1727 • G- v S 0 OFFICES LOCATED AT MAILING ADDRESS / 1586 Main Road P.O. Box 16 / Jamesport, New York 11947 Jamesport, New York 11947 / 33-30g