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Home My WebLink AboutTR-9210 Michael J.Domino,President QF SOUjTown Hall Annex John M.Bredemeyer III,Vice-President ,`O� �� 54375 Route 25 P.O. Box 1179 Glenn Goldsmith l [ [ Southold,New York 11971 A. Nicholas Krupski G Q Telephone (631) 765-1892 Greg Williams �� Fax(631) 765-6641 �ycou BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1596C Date: July 25, 2019 THIS CERTIFIES that remove and replace in-place approximately 168 linear feet of storm-damaged concrete seawall and 68'westerly concrete return with vinyl bulkhead and return;construct new t7' easterly vinyl return,•remove and replace 3'x6' metal stairs to beach-,remove and replace in-kind/in-place approximately 51 linear feet of storm damaged timber retaining wall(f77' timber retaining wall to remain),•backfill new bulkhead and re- nourish storm eroded embankment with approximately 240 cubic yards of clean sand fill to be trucked in from an approved upland source,•revegetate re-nourished and disturbed areas of embankment with native vegetation;remove existing storm damaged concrete stairs;remove 566 square feet of storm-damaged deck behind bulkhead;construct a 3'x39' on grade wood walkway with open-giate decking from proposed steps to existing gazebo,• and repair storm damage to existing gazebo(e.g.,replace damaged exterior siding and interior sheet rock and flooring,as needed), with the condition of the removal of the tree that has comprised the western wall and the planting of a new tree in a more landward location; At 1140 Park Avenue,Mattituck Suffolk County Tax Map#1000-123-8-1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 16,2018 pursuant to which Trustees Wetland Permit#9210 Dated April 18,2018,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the remove and replace in-place approximately 168 linear feet of storm damaged concrete seawall and 68' westerly concrete return with vinyl bulkhead and return•construct new±7'- easterly vinyl 7'easterlyvinyl return;remove and Mlace 3'x6' metal stairs to beach;remove and replace in-kind/in-place approximately 51 linear feet of storm damaged timber retaining wall(f77'timber retaining wall to remain);backfill new bulkhead and re nourish storm-eroded embankment with approximately 240 cubic yards of clean sand fill to be trucked in from an approved upland source,•revegetate re-nourished and disturbed areas of embankment with native vegetation-,remove existing storm damaged concrete stairs;remove 566 square feet of storm-damaged deck behind bulkhead;construct a 3'x39' on grade wood walkwa with'ith open-gate decking from proposed steps to existing gazebo;and repair storm damage to existing gazebo(e.g.,replace damaged exterior siding and interior sheet rock and flooring as needed);with the condition of the removal of the tree that has comprised the western wall,and the planting of a new tree in a more landward location. _ The certificate is� sued ytQ R n Stork owne of��resaid property. !'tom Authorized Signature Ryan Stork 3500 Marratooka Road Mattituck, NY 11952 ® UIV a July 16, 2019 JUL 1 $ 2019 SOUthold Town Board of Southold Town Trustees ar o This s 54375 Main Road P.O. Box 1179 Southold, NY 11971 RE: Closure of Permit for Bulkhead at 3500 Marratooka Road, Mattituck Dear Board of Southold Town Trustees, We no longer require the construction of a timber stairway consisting of an upper 3'x 6' steps,a - 3.5' x 4.5' landing,4.5'x 11'steps,a 4.5'x 6.5' landing, and 3'x 11'lower step to grade. Thank you, Ryan Stork Michael J. Domino; riesident ��oE S0(/T�O Town Hall Annex John M. Bredemeyer III,Vice-President �� l0 54375 Route 25 P.O. Box 11 Glenn Goldsmith l Southold, New York 11971 A. Nicholas Krupski � O Telephone(631) 765-1892 Greg Williams �OOU O Fax(631) 765-6641 � NTY,N� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: 7/611 Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction % constructed i Project complete, compliance inspection. INSPECTED BY: COMMENTS: 1 SG6,wn, ii $.ri was sexAaa0, vi-ryJ �kh�ccd. Ac- &_ ov\ v\S LLA ®c�. IS ,20)q hAveke, veMoo/�. nVA iii�o� wnr+ ��•n.:s�n /n.. 1� \o,,n,,, d_ i \'J - . S CERTIFICATE OF COMPLIANCE: O .n accc3c�q+�ce w;t� �cw��`� 9210 anA 1/21)5 Michael J. Domino, President o�sUfFO(�.019 Town Hall Annex John M. Bredemeyer, III, Vice-President C _1 54375 Route 25 Glenn Goldsmith y : P.O. Box 1179 A Nicholas Krupski �y • �� Southold, NY 11971 Greg Williams �l , -►ate Telephone (631) 765-1892 Fax (631) 765-6641 SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW r INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction Y2 constructed Project complete, compliance inspection; BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 9210 DATE: APRIL 18, 2018 ISSUED TO: RYAN STORK PROPERTY ADDRESS: 1140 PARK AVENUE, MATTITUCK SCTM# 1000-123-8-1 °t AUTHORIZATION Pursuant to the provisions of Chapter 275 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 April 18, 2018, and in consideration of application fee in the sum of $250.00 paid by Ryan Stork and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to remove and replace in-place approximately 168 linear feet of storm-damaged concrete seawall and 68'westerly concrete return with vinyl bulkhead and return; construct new t7'easterly vinyl return; remove f and replace 3'x6' metal stairs to beach; remove and replace in-kind/in-place approximately 51 linear feet of storm- damaged timber retaining wall(t77'timber.retaining wall to remain); backfill new bulkhead and re-nourish storm- eroded embankment with approximately 240 cubic yards of clean sand fill to be trucked in from an approved upland source; revegetate re-nourished and disturbed areas of embankment with native vegetation; remove existing storm- damaged concrete stairs and construct a timber stairway consisting of an upper 3'x6'steps,a 3.5'x4.5' landing, 4.5'x11'steps,a 4.5'x6.5' landing,and 3'xl l' lower steps to grade; remove 566 square feet of storm-damaged deck behind bulkhead;construct a 3'x39'on-grade wood walkway with open-grate decking from proposed steps to existing gazebo; and repair storm damage to existing gazebo(e.g.,replace damaged exterior siding and interior sheet rock and flooring,as needed);with the condition of the removal of the tree that has comprised the western wall,and the planting of a new tree in a more landward location; and as depicted on site plan prepared by Jeffrey T.Butler, X P.E.,P.C.,dated January 2,2018,and stamped approved on April 18,2018. 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. r. gU>rF01 CD tilt C#3 %O • . MEE M TERMS AND CONDITIONS The Permittee Ryan Stork, residing at 1140 Park Avenue, Mattituck,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. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. 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. 10. 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. �► s Michael J.Domino,President *0f SU�ry� Town Hall Annex 54375 Route 25 John M.Bredemeyer III,Vice-President �� l0 P.O. Box 1179 Glenn Goldsmith Southold, New York 11971 A. Nicholas Krupski Q Telephone(631) 765-1892 Greg Williams O� �OUFax(631) 765-6641 `I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 18, 2018 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: RYAN STORK 1140 PARK AVENUE, MATTITUCK SCTM# 1000-123-8-1 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, April 18, 2018 regarding the above matter: WHEREAS, En-Consultants on behalf of RYAN STORK, 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, application dated February 16, 2018, 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 April 18, 2018, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 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 of the Southold Town Code, 2 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 RYAN STORK to remove and replace in-place approximately 168 linear feet of storm-damaged concrete seawall and 68' westerly concrete return with vinyl bulkhead and return; construct new t7' easterly vinyl return; remove and replace 3'x6' metal stairs to beach; remove and replace in-kind/in-place approximately 51 linear feet of storm-damaged timber retaining wall (t77' timber retaining wall to remain); backfill new bulkhead and re-nourish storm-eroded embankment with approximately 240 cubic yards of clean sand fill to be trucked in from an approved upland source; revegetate re-nourished and disturbed areas of embankment with native vegetation; remove existing storm- damaged concrete stairs and construct a timber stairway consisting of an upper 3'x6' steps, a 3.5'x4.5' landing, 4.5'x11' steps, a 4.5'x6.5' landing, and 3'x11' lower steps to grade; remove 566 square feet of storm-damaged deck behind bulkhead; construct a 3'x39' on-grade wood walkway with open-grate decking from proposed steps to existing gazebo; and repair storm damage to existing gazebo (e.g., replace damaged exterior siding and interior sheet rock and flooring, as needed); with the condition of the removal of the tree that has comprised the western wall, and the planting of a new tree in a more landward location; and as depicted on site plan prepared by Jeffrey T. Butler, P.E., P.C., dated January 2, 2018, and stamped approved on April 18, 2018. 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$50.00 per inspection. (See attached schedule.) Fees: None Very truly yours, Michael J. Domino President, Board of Trustees MJ D/dd ' •i� 4 u,��it 9h,JC 6 4� �. •�;�%—� y,�'tel ,�Yrn • � it 4► .r v - ;!'� k , 1.� �,• .� 3t ',*,1 1•t0t! ` i�•. ,.. t It r i I �, 'R . � • i��y �i,ijt Il�ii l�i,i,rh�I I i�,v..l,.. ;:. ;- ,_ :, ie. `_Y`I Floh•1�II. !.;•_ ,. 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Fi 7� , �• 4•...Yt(i4� f r�.�7 ,Sf .` t r (Ll..�i �'t�t i - r rtl4} Y4"r(•. .>'.'.r, � ' �yi y_b 4.+�_..J�.�.x I/1 7 ,:,�. '`•cf h�i��.c'�-j;. .r `��y,.,,r ;�i t l. - '"i�'� d !tt t �,,` - t�,�.•L. >. Sid � t f� h / � �lj.t3•h � �. - �`�;(r;.lt>7��., t '� �SF` ji�.x�J,�Ci 4 -�C r Y, ,+ J:/�r.: Ali f 'S.� �+; t't ,.. , -r .'��9 r �.. ' , 1 •/( 1� 't, 1_M �rp°�,,�F� �lJ, •,�"Y r '.j��,��r��y "� :4 �'~Y � � � �f•i'RS'�a!1'f �� n: 'i.•t I" �1 V_O-c 1�T d t ti' r '4 gt•�. �; � , c'+•;;% r-'�t, * •r�Y�:5. , ,t:�� y� f� i ` ,k`'�' y °-�,n/'4A�` ,��r .�t _: �� t '°� ,t 1,� �._' M •�� "s �, �� ' ¢ yy�r'•`• �'.i`fir r:14�( '`r'/ r �'w;. 1 ,�'ri ✓1."S � y�. �.y. C. �;��'` � ,- , ROBERT C. SHEEHAN FOUR TIMES SQUARE NEW YORK 10036-6522 _ (212) 735-3350 D E C E V E DIRECT FAX APR 1 7 2018 017 777-3350 EMAIL ADDRM3 ROBERr.SHEEHAN@SKADDEN COM Southold Town April 12, 2018 Board of Trustees Town of Southold Town Hall Annex 54375 Route 25 Southhold,NY 11971 RE: In the Matter of Applicant Ryan Stork (SCTM#1000-.123-8-1) Dear Trustees: I am writing in support of the applicant Ryan Stork in respect of the reconstruction of storm damaged property at 1140 Park Avenue, which property is the second house just to the east of the Sheehan property at 640 Park Avenue. The description of the work proposed to be done at 1140 Park Avenue seems quite appropriate in light of the damage done by "Super Storm" Sandy, Hurricane Irene and prior storms and hurricanes which affected the shoreline structures at 1140 Park Avenue. Respe. / ' s t$ed, Robert C. Sheehan 640 Park Avenue Mattituck, NY 11952 Apr/1212018 3:21'33 PM ` . I Skadden Arps 9175101108 - b _ RoBOT C. SHEBHAN _ POUR TIMES aoUAR2 NEW YORK 10038-5882 (212)7334380 ` D . _ 017 Moro '°`"'Lmmm° APR 1 3 2018 41iODF�R BNttJOtAN�9KADDPJd•COM ' t 'Southold ` TrusteesBoard of April 12,2018 , 1 1 Board ofTvstees Town of Southold 'down Hail Annex 54375 Route 25 Southhold,NY 11971 RL; In the Matter of Applicant Ryan Stork ` x: �,gCTM##1000-1238..1) Dear Trustees: , y I am writing in support of the applicant Ryan Stork in respect of the reconstruction of storm damaged property at 1140 Park Avenue,which property is • I'I' the.second house just to the east of the Sheehan...property at 640 Park Avenue., 1: The description of the work proposed to be dons at 1140 Park Avenue seem8'=> quite appropriate in light of the damage done by"Super Storm" Sandy,HiuTicane Irene and prior storms and hurricanes which affected the shoreline structures it 1140 Park Avenue, , Respe d, � Robert C. Sheehan 640 Park Avenue' Mattituok NY 11952 I A 1 • 3 1 1 GENERAL DEMOLITION NOTES: 'a - - - - \ c 1 I.START OF DEMOLITION SHALL ONLY BEGIN AFTER THE DEMOLITION CONTRACTOR HAS BEEN SHOWN THE 6 ' - Ib - c PROPER REPORTS STATING THAT ALL HAZARDOUS MATERIALS HAVE BEEN REMOVED FROM THE 51TE USING FEDERAL,STATE,AND LOCALLY APPROVED METHODS AND PROGEDURE5 FOR THE MATERIAL IN QUESTION. NEW VINYL BU , µAR�Kl rn c \ 6 1 \ 2.ALL 5TRUGTURE5,BOTH ABOVE AND BELOW GRADE ARE 5HOWW A5 A GUIDE FOR DEMOLITION.LOCATION N (w'^` :� 1 BULKHEAD RETURN VV IPE GAP OF SUBSURFACE 5TRUGTURE5 ARE ESTIMATED TO BE LOCATED A5 SHOWN.THE GERTIFYING ENGINEER DOES / D GONGRETE (FOR INFO SEE PARTIAL 51TE PLAN NoA,THI5 DWG) NOT ATTEST TO THE ACCURACY OF THE LOCATION OF THE SUBSAPPROX.68'OF EXISTING DAMAGED POURE URFACE STRUCTURES SHOWN OR TH05E \ A SEAWALL TO BE REMOVED SEE 'PARTIAL SITE PLAN No.4 z 5TRUCTURE5 NOT SHOWN. cv- -+ 1 3.THE DEMOLITION SHALL BE PERFORMED BY THE GONTRAGTOR(5) AT THEIR OWN RI5K AND LIABILITY.ALL - \ $` PROPOSED 5EAWALL REPLAGEMENT'FOR WORK EXTENT OF EXISTING DAMAGED GONGFtTE1 \ I DAMAGE TO THE RIGHT OF WAYS,SIDEWALKS,CURBING BOTH ON SITE OR ADJAGENT TO THE DEMOLITION / rn \ �,.\ STAIR5 To BE REMOVED(A5 5HOWN) / \\ \ AREA WILL BE REPAIRED OR REPLACED 50LELY AT THE CONTRACTOR'S EXPENSE. Z o FOR EXTENT OF EXISTING DAMAGED ' \ NEW NAVY STYLE TIMBER RETAINING ALA51 SHOWN, -o SEE�?ARTIAL SITE PLAN No.b -PROP � i \ APPROX 51'L6(FDR INFO SEE PARTIAL�51?E PLAN N0.5,THI5 DWG) V� � 4.TO THE BEST OF THE ENGINEER'S KNOWLEDGE,NO ENVIRONMENTAL HAZARD(5),THAT GOULD BE TIMBER RETAINING WALL To BE \ m I EXISTS ON THI5 SITE. � � \ � BAKN RESTORATION,TERRACING,PLANTING, �.\� � 1 W 0 AGGRAVATED BY THE DEMOLITION PROGEDURE, REMOVED,5EE PARTIAL 51TE PLAN STAIR REP�AGEMENT AND REINST TION' °'' PROVIDE fb0 GU.YDS OF PROPOSED TIMBER STAIR TO \ 5.THE GONTRAGTOR I5 ADVISED TO USE CAUTION WHEN EXGAVATING AND REMOVING SUBSURFACE / 7t ` - POSED RETAINING WALL \ \ 7.0. _ PROVIDE 1120 GU.YDS OF LIMITED AVAILABILITY OF INFORMATION CONCERNING SUBSURFACE 1 No.5 PRO FOR WORK BANK - COMPATIBLE 501E TO REPLACE EX. DAMAGED GONG.5TAIR STRUCTURES,PIPING,ETC.,DUE TO THE L REPLACEMENT' FOR WORK ti la 1 \ COMPATIBLE 501L TO UTILITIES. , _ _ b.ADEQUATE FENDING 15 TO BE ERECTED AROUND THE PROPERTY LINE,BY THE CONTRACTOR PRIOR TO THE �• TOP OF BANK - - , RENOURISH BANK TO IT'S (SEE DETAIL ON DW6 No 2) �0 , TOP of BANK i _ I �N � RENOUR15H BANK TO IT'5 / \ o v N _ ; ... - - - i 16 7A.B START OF DEMOLITION.THE CONTRACTOR 15 TO MAINTAIN THE FENCE DURING THE DEMOLITION AND THE \ _ - �� \ NATURAL GRADE tb 4.4 1 y_ . ANK .� - I U_ o0 $ J: ...:` FENCE 15 TO REMAIN IN PLACE UNTIL ALL EXGAVATION5 HAVE BEEN FILLED WITH SUITABLE BACKFILL OR ZONE X X.BFI K T REMAIN 16 - - - - - _ __ - - I _ __ �- - /q � 1 , � �_ � TOP OF BANK � . .-�• "- THE PROPOSED SUBSURFACE STRUGTURE(5) HAVE BEEN INSTALLED A5 SHOWN ON THE PROP05ED 51TE PLAN. -_ -� \ _14 - - - - _ - - _ - O _ J I 1 Ib U 1.EXCAVATION PROCEDURES SHALL BE PERFORMED BY THE GONTRAGTOR(5),IN ACCORDANCE WITH ALL FLOOD Z. �� \ `- 151'TIMBER RET•k�Al-1�2 12 - + X12 ZONE x ZONE X \ EX.GAZEBO 16 - _ _ �\ �6 O SAN c�� - \ / - TO BE REMOVED :: EX. RETiWALLTO�FEMP IN T.O. f --� - L. FEDERAL,STATE AND LOCAL CODES AND REGULATIONS. ` J - - (( - - WA -MA. ZONE VE : �• 10- - EX.GAZEBO TO .: :: :€ - �' - -- - - F LI -_ __ _ = f c. �..... .i �.� � X.BFIG 14 �Q ^ f ��/4 Q z c4- `-_ \` :......, -- -- - --- - -- -- - - - - ONE X RATOOKA T L8 BE REPAIRED y - g 51TE PLAN BASED ON ORIGINAL SURVEY BY: LOT NUMBER5 REFER TO MAP OF MAR ; -- -- - . y i100D ZONE NE � F- !2 l0 12 Z m �. ' - - � ';.�;�:•,' "��.�. '� ��WAS FLOOD ZONE•`/� /'•. ::•� \ AREA-DF STORMJ'''�-12 ��'.,. - EX.RET.WALL T 0.WALL @ EL.±10.6' 'L �8�1 - ,, °+- :..:.............._ r AREA F / ODED PEGONIG SURVEYORS,P.G. PARK FILED IN THE SUFFOLK COUNTY CLERKS / - °"'' "" _ I TRAVELER STREET JAMESPORT NY IIg41 OFFICE ON NOV.I,Ig05 AS MAP No.450 \ T O.lx - _ 230 ` l.b'x r..... ;_:.. '�.........r.........•. x0 ZONE VE ZONE VE 11EMBAR NERDD� ::In W9 �Q FL ZO LINE SURVEYED: APR C1,Iggb 1 OOD NE 0 LAST UPD: MAR.22,2011(GERTIFIGATIONS) FLOOD ZONE FROM FIRM MAP 36103G0482H 0T'x E_3 EL8 EL8 DATUM: N6VD2g L' EXI5TIN6 DAMAGED POURED \ L ZONE VE DATUM UPDATED TO NAVD88 BY \ EXI5TIN6 STORM DAMAGED DECK BETWEEN CONCRETE SEAWALL TO BE REMOVED \ T.a'X EL8 / EX.METAL STAIR TO BE REMOVED EXISTING 5EAWALL AND TIMBER RETAINING / INSTALL FIBERGLA5a OPEN GRATE WALK: NEW VINYL BULKHEAD W/IPE GAP 5HOWN,1166 LG JEFFREY T.BUTLER,P.E.,P.G. SEE PARTIAL 51TE PLAN No.4- EXI5TIN6 3xb METAL STAIR TO BE REMOVED PLUS t68'L6 WEST RETURN AND tTLG EAST RETURN A Y E N U E AND RESERVED FOR RE-MOUNTING WALL SHALL BE REMOVED(1566 SFJ �� WooD SUPPORTED,FROM TIMBER STAIR TO lam p A R K \ AFTER RETAINING WALL AND PROPOSED SEAWALL REPLACEMENT ` AND RESET(IN-PLACE) ON NEW BULKHEAD EX.GAZEBO.(3'Wxt3q'LS,1116 5Q.FTU (FOR INFO SEE PARTIAL SITE PLAN N0.4,THI5 DWG) / "5 O U T H ROA011 UTILITY BULKHEAD IN5TALLATION FOR WORK / \ TIE LINE ALONG BULKHEAD PROPOSED BAGKFILL AND SPLASH 6AUR0 AREA: AREA BETWEEN BULKHEAD AND RETAINING WALL: 1980 5.F. \ 11 18� POLE GREAT PECONIC BAY / M.H.W.M.ALONG BULKHEAD ADDITIONAL BACKFILL NEEDED TO RA15E THE GRADE BETWEEN wALL5 TO EL.1.5'= *O G.Y. i - �X.SPLIT RAIL FENCE 254.50' .__� �gb°5.1'00 E 1168' EXISTING POURED C,ONGRETE SEAWALL TO BE REMOVED GREAT PECONIC BAY %8"PEA GRAVEL REQV FOR 4'G'SPLASH 60ARD= 112 G.Y. � _ � � ala , N PARTIAL SITE PLAN - PROPOSED DEMOLITION 6� PARTIAL SITE PLAN - PROPOSED BANTA RESTORATION, TERRACING,; 4 o - O , 1,40 1 PLANTING, STAIR REPLACEMENT AND REINSTALLATION Cn 1 EX.BRICK PAD I /IT �u TO REMAIN - ��I --- i- IL I 20 10 O 20 40 b0 80 100 f I I \ / o GRAPHIC 5GALE 1" = 20'-0" 20 10 0 20 40 60 BO 100 6RAPHI6 5GALE 1" = 20'-0" la\ Cil LOT 1-1 / \ \ P/0 LOT 13 � ~�R 6 EX15T. f0GONG.RETURN TO BE REMOVED AND REPLACED o SCOPE OF WORK: { �J 1 \ o MEQ N _ �� (IN-PLACE) WITH VINYL RETURN. \ ` / SEE SECTION'A'-SIM DWG.No 2 CONSTRUCTION REQUIREMENTS. \ \rn c I. NO DEBRIS SHALL BE PERMITTED TO FALL 5EAWARD OF AREA OF WORK Off:TO \ m \ ( ) lo` x tlb' LG 6H GAT LOG(TVP) 1 \ ADJACENT PROPERTIES. Zr y PROP05ED NEW VINYL BULKHEAD. 2. READ DEMOLITION NOTES PRIOR TO START OF ANY WORK LOT 12 3 "" PROPOSED SHOREGUARD 625 0385" x 10"DP x Ib'H I o x t 0 LG 5.5.TIE ROD 3. SEE FILL AND COMPACTION NOTES PRIOR TO START OF ANY WORK. SS O m \ \ "I i 70 $.\ t243' LIN FT.(1163 L.F. FRONT FACE, tbb LF. AND t7 L.F. 10"0 x�tO'LG 6H DEADMAPI! \ 4. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO START IF ANY WORK. W- k ftnd a \ / ` RETURNS) VINYL SHEATHING W/IPE GAP. SEE SEGTION'A' 5. DEBRIS WITHIN THE AREA'OF WORK SHALL BE REMOVED PRIOR TO THE REMOVAL OF m N ANCHORING TO BE 5ET SEAWARD To ADJACENT EX. EXISTING CONCRETE SEAWALL AND RETURN. b m o (DWG NoQ) FOR CONSTRUCTION RE0'MT5 ALLOW FOR REPLACEMENT 5TAIR POST5 BULKHEAD WALL a.REMOVE COLLAPSED 5TAIRWAY WHILE COLLECTING DEBRIS. 07 9� g r 1a \ F K@ T P F A a Z Ex.PLANTING AREA, / p r PROPOSED BULKHEAD ANCHORING TO BANK b. REMOVE PART OF THE EXISTING CONCRETE SEAWALL AND/OR RETURN WHILE `b O Ex.PLANTlN6 AREA,\ \ A �-- _- - 51MULTANEOU5LY INSTALLING PROP05ED VINYL SHEET PILING,TIMBER PILES AND NK: AGG ON T c BRIGI.WALK AND BRICK WALK AND FRAME a ` SEE SEG ION A nN 2 �- a IDE OF D LING V1 ' FPAME TRELLI5 TO TRELLIS TO REMAIN r \ 2 - ANCHORING HARDWARE - COMPLETE THAT PORTION BY FILLING AREA LANDWARD OF TOP OF BANK_ _ _ �6 1 INSTALLED WALL,FILL W/ 12" LIFTS,APPLY WATER AND TAMP. PROCEED WITH NEXT X O REMAIN Ex.GAZEBO -C -GML5HOREC71iARAGE D£ERNE Y ma rook 'Ib ZONE X �_ - - - -.FINE(2 S15C-5)_I1�t5TAL�PER\N1A AGIRERS - ' j 4 LIFT UNTIL PROP05ED ELEVATION I5 ACHIEVED. (SEE COMPACTION NOTES,DWG No.2). y PVE W � -- -- - X.aRlc _ - - I� - NOTE: �` Z v1 DO NOT REMOVE THE ENTIRE EXISTING CONCRETE 5TRUGTURE THEREE':Y 'F P X l FLOOD zor �� \ - _ _ - - 12- -iN5TRUGTION(� PTL5,DWGINq 2) _ - ZONE X g �-1 - EBO TO - EX.RET. WALL TO REMAIN T.O.WALL @ EL.±10.b' // - 12 LEAVING THE BANK EXPOSED TO ER05ION/HAVE ACTION. REMOVE ONLY THAT a°P �o O �= MEQ 10 EX.CAz _ - SITE LOGAfION ZONE VE - BE REPAIRED / - WHICH CAN BE REPLACE WITHIN THE SAME WORKING DAY. R A ESO OF;BANK. O i - �� ) FLOOD ZONE LINA 1. INSTALL PROPOSED BULKHEAD (APPROX. tlbb LG, PLUS (1)b8' LG AND (1) T RETURNS). / EL8 ,-� - _ - - - - S T EACH.°AGGE55;ROAD W Z _ ao �\ FINISH ALL WORK ON BULKHEAD BEFORE BEGINNING ANY OTHER WORK. M KA RD(GENTI2AL AVE) • m - / r x a PROPOSED VINYL BULK TIE LIME AND M.r+.w.M.ALONG SEA WALL ZONE VE 8. REMOVE DAMAGED TIMBER RETAINING WALL TO THE EXTENT SHOWN ON DEM: PLAN .. I. • . Q- �' a T• _ HEAD EL8 (SI L.Fa. c� sNFS ` B EXTERIOR FACE OF 5HE,ATHING TO ALIGN W TIE , / q. EXCAVATE FOR PROPOSED RET. WALL ANGHORIN6 SYSTEM AND FABRIC FIL rEP LOCATION MAPS O POOL 5 INSTALLATION. INSTALL WALL A5 SHOWN A5 SHOWN IN 5EGTION 'A' DWG No.,_. 2 LINE(WEST) AND NEI6HJRING SEAWALL(EAST) N01 TO 5GALE 11,J) CV rn / 12.3'x 12.3', 10. INSTALL PROPOSED AGGE55 STAIRS (APPROX. ±21'L6) SEE DWG. No.2 FOR m 151 SQ.FT. \ \ PROPOSED REPAIR FOR 1 00"W EX. STORM DAMAGED GAZEBO: GREATL(� TOP OF PROPOSED BULKHEAD PROP051ED 10"� x 20'L6 'PROPOSED AGGE55 STAIR PROFILE',REQUIREMENTS AND CONSTRUCTION. NOTE: i g'18 E.G.,REPLACE DAMAGED EXTERIOR SIDING, A GREENHEART TIMBER PILE p OF 41 / MACHINERY AGGE55 FOR WORK AT BOTTOM OF BANK AND RETAINING 1b q5 66' Ib FINISHES AND FLOORING,A5 NEEDED TO BRING PECONIC BAY 2 5HEATHIN6 0 EL.8.0' II. USE AN ESTIMATED 1240 GU.YDS OF TRUCKED IN GLEAN SANDY FILL FROM AN .. EXISTING STRUCTURE BACK TO NEEDED PROPOSED BUJMEAD GAP TO BE IPE, APPROVED UPLAND SOURCE FOR THE PURPOSE OF RESTORING THE BANKS WALL AND AGGE55 5TAIR 15 PROP05ED FROM THE RESIDENCE'S WEST lo' 10'N PROP05ED II 6H WALE :� / NATURAL SURFACE ELEVATION AND WASHED OUT AREA BETWEEN EX15-N6 SIDE OF DWELLING. MACHINERY AGGE55 FOR SEAWALL/BULKHEAD 15 1 j o -� ti ti STATE ACCORDING TO EXISTING G.O.DATED " x 5EE SECTION Ar DWG No.2 FOR ASSEMBLY ' z � ti USE GREENHEART TIMBER 5EAWALL AND RETAINING WALLS (USE COMPATIBLE 501L TYPE, SIMILAR TO PROPOSED FROM THE NEIGHBORING TOWN BEACH AGGE55- � I I-Iq-2001 tiID �n A \ � / ADJACENT AREAS). WASHED OUT AREA'S SHALL BE ELEVATED TO THE LEVEL O�3LiLE 2 z ''d EX. 1168' LG GONG SEAWALL TO BE REMOVED AND REPLACED (IN-PLACE) WITH VINYL BULKHEAD MARRATOOKA RD (CENTRAL AVE) ON THE WEST SIDE OF SITE. OF THE ADJACENT BANK FACE OR SECTION 'A' AND ELEVATION 'F', DW� No.2. \ 12. TERRACING AND PLANT BANK FACE IN AREAS TO BE RESTORED.... EMGINEE EXISTING UPLAND STRUCTURES STONE AppON „ r o � �_ COASTAL STABILIZATION AND .�-• • UNDER CONSTRUCTION PIOEX15T.1 ,E.C.EX:c t o. TERRACING INSTALLATION AREA: APPROX. ±450 50.FT. PURSUANT TO NY50EG LNJ DRV(lY�T ' J E 1-4138-03633/00001 AND p N T , EX.6RAVEL y OF TERRACING REQUIRED WILL BE LESSENED BY 5TABLE AREAS 066UPIEO BY STRUCTURAL REPAIR SITE PLAN ��° TOWN OF 50UTHOLD BUILDING E.O.EX.6 DRIVEWAY W .......... 11� ' O PARTIAL SITE ]PLAN - ESTABLISHED DENSE EXISTING VEGETATION. �c� `� T Q PERMITS 42261 AND 422b2 X17 -IT F O w PILE/YJALE/SHEATHING/FOLLOWER Io"m DEADMAN b. PLANTING INSTALLATION AREA: APPROX. ±450 5Q.FT. ( m •4 51TUATE AT: ZONING DISTRICT: RE51PENTIAL 'R40' , �`� x rn FrG / CONNECTION TOBE FASTENED® EACH \ PROPOSED CONCRETE SEAWALL REPLACEMENT THE AMOUNT OF REQUIRED RE-VEGETATION WILL BE LESSENED BY THE AREA MATTITUGK NY USE: RESIDENCE A � n4�� OCCURRENCE,USE /a 55.THRU BOLT l0"m GAT LOG•.i 06GUPIED BY ESTABLISHED STABLE EX15TINO VEGETATION. r- w SEE ENLAR6E5 VIEW FOR g b T � TOWN OF SOUTHOLD DATUM: NAVD88 . . X (APPROX 36 L6),WASHERS - 13. HAUL DEBRIS FROM DEMOLITION AND FINAL GLEAN UP TO AN APPROVED !'' � w EXISTING SANITARY SYSTEM (HEAD AND END)AND NUT v N SUFFOLK COUNTY,NEW YORK 5N MINIMJM RESIDENTIAL(STANDARD tr UPLAND SITE. 5GTM NO.: 1000-123-05-01 APPLICANT OWNER: RYAN STORK 2 F, uv c3 rn PRE CAST STRUGNRES) r SITE PLAN - 6x8 O F FOLLOWER rn 20 10 0 20 40 60 t� O784g3 � 3 EX.GAR PORT o POE (DEXISTING CONDITION _ _ - GRAPHIC SCALE I" = 20'-0" A O ��*`'�'` L �.�" SITE DATA: EXISTING: PROPOSED: ��.E. SS>\--�° F AREA OF SITE: 131081 S.F. (3.1411 AG.) N.G. (13l10bl 5.F) JEFFREY T. BUTLER, P.E. � OJT.. , bx8 6H WALE i A Ex.GIRVL DRvwY A SHWR Rx � -- _ - 6REENHEART p � A � I a \ PROPOSED VINYL BULKHEAD PILES(TVP) CMI 5HOREGUARD,MODEL 56-b25 (TO TIE LINE) Il q' rn 50 25 O 50 100 B 5HEATHIN6 0.385" x 10"DP x IVH rt1 22.5' 6RAPHIG SCALE 1" = 50'-0" \. 2 -...� Z ti G.E. ..dignetnycI,.com O � EX.2 STY.FE DWL6 p �- Q AREA:2,710 S.F. rn /Ig F.FLEL.20.4' IOZ' WALE/SHEATHING/FOLLOWER " � Of NM YO�;K CITY °r p �- .V O 100'SETBACK LINE i CONNECTION TO BE FASTENED 0 I6 O.G., rn c & LONG IS�ANn (for 1.com S) Q � l� X USE R S.S. " 1-0 BOLT � � � ` I yq � O r � ��'�� 42.1' N -- (APPROX 24" LG),WASHERS ------- `� / lo"Qx1b'L6 61f GAT LOG ! 800-272-��80 81 y Itb' W (HEAD AND END)AND NUT 3 LY \ - \ I\' (TYPICAL) \ ,( -� t ,�� Er.WVERED DELI. N • W \ ( O / �{FOLLo{ R,; 10"OXIO'L6 DEADMAN(TYP) By law,excavators and contractors working in the fee boroughs For safety reasons,homeowners are strongly z -X100'SETBACK LINE AREA OF WORK: x „ of New York Cit and Nassau and Suffolk Counties on Lon encouraged to call as well when planning an type of O . O W C FROM SURFACE WATERS Y g s p g Y to bx8 TOP x Island must contact DigNet,1-800-272-4480 or 811,at least 48 digging on theirproperty.Homeowners can contact us W 1` � >, y�RM 6 FOR PROPOSED WORK IN THI5 AREA AND REFERENCE INFORMATION x x I mx10 L6 5.5.TIE RODS hours but no more than 10 working days(excluding weekends gdirectl at 1-800 272-4480 or calling 811,the ~ W V/ rt; �„.�� p- o� 4x8 MID AMID BOT. ' I 9 Y ( 9 Y Y 9 � � 0 O Z 1 tom'N� � 8 Q A \ and legal holidays)prior to beginning any mechanized digging or national call before you dig number.For excavation , \ M n EX.RETAINING WALL, m SEE THE FOLLOWING PARTIAL 51TE PLAN VIEW5: / v PROP05ED TIMBEI�RETAINING WALL 1� \ o excavation work to ensure underground lines are marked. work completed on personal property, tis the I Q/ 1O ( TOP OF BANK I T.O.RET.WALL EL.tl0h' VIEW 2 THI5 DWG - PHOTO KEY PARTIAL PLAN , ` 2 " TA.BANK \ Excavators and contractors can also submit locate requests contractor's responsibility-NOT the homeowners--to m 3 x10 x10 L6 5MARE, TONGUE - 1,y qZ < 11 EX.GONG.STAIR O i - online,through ITIC.If you do not currently use ITIC,please call contact DigNet.Having utility lines marked prior to N W N ZONE X a VIEW 3, THIS DWG - DEMOLITION ` , AND GROVE WOOD 5HEAMNG--� L 1-800-524-7603 for more information. digging is free of charge. F-I /�/ �- - 1 / OL l \\ �y EX.BRICK i TOP OF BANK - / r 16 F--I Q < I EX GAZEBO � _ ---Ib, II VIEW 4, THIS DWG - PROPOSED CONCRETE SEAWALL REPLACEMENT / �j N EX.GAZEBO _ TOP OF BANK _ . . ROOD ZONE LINE ti - __ __ 6� VIEW 5, TH15 DWG PROPOSED RETAINING WALL REPLACEMENT - H -6= i4� \ ZONE - _ J - O _-14';-=a2 = ---=12 _o= VIEW b, THI5 DWG - PROP05ED BANK RESTORATION, TERRACING, _ _ \ "X.BRIG _ 14- - - - _ - - _ -/4 THE REMAIN5 OF EXISTING GOA5TAL GON5TRUGTION 5TRUGTURE5 SHALL BE REMOVED LLJ L ��° - PLANTING,5TAIR REPLACEMENT AND REINSTALLATION FLOOD ZONE \ - 2- - - " 12 - - FROM THE AREA OF WORK,5EE 5GOPE OF WORK FOR 5EG ENGE OF EVENTS. REMOVAL Q-( µEPN _, �..-- -- - WVk !ice - 10 - - - d) / \ TYX xT.l' \ I µARK( � '� - \ _ ±1T'LG Ex PET.WALL TO REMAIN,T.O.WALL®EL.±lo.b'_ _ _ 2 ZONE X INGLUDES BUT 15 NOT LIMITED TO CONCRETE 5EAWALL AND RETURNS,WOOD RETAINING W _ Q� T8'x 16�.8q yIATER ZONE VE Io _ o- - - - WALL IT5 5UPPORT5 AND CONCRETE STAIR. ALL MATERIAL SHALL BE HAULED TO AN g�°36 51 W FLOOD ,�.- _,�_.__.�� -10 FLOOD I-z-i / ZONE VE,EL8 5 GREAT PEWNIG BAY ZONE LINE / \ ^ EL8 \` -- -- _ _- --��- _ _ -_ - _ ZONE LINE APPROVED UPLAND 51TE 2/� EX.METAL STAIR � O N EX.WOOD DECK \ ` / / \ 10"m DEADMAN ZONE VE � ~ l� � O O PROPOSED WORK SUMMARY: TIE LINE ALONG SEA WALL O I6 M14AM.AL.ON6SEAWALL \ 10"m GAT LOCI; 10"m GAT LOG lax bxx8x C PROP05ED WD RETAINING WALL REPLACEMENT: EL8 I. REMOVE EXISTING CONCRETE SEAWALL AND RETURN,WD RETAINING WALL,WD I5 \ \ WALE 2 PROPOSED NAVY STYLE TIMBER WALL DECKING AND CONCRETE STAIR FROM BANK FACE. _ LL APPROXIMATELY 51'LONG W/ IPE GAP. 2. INSTALL VINYL BULKHEAD AND RETURN WD T46 RETAINING WALL AND WD QI [� -'- WALE SPLICE A r 1 6 J DIAMETER PROPOSED PILES TO MAnGH ��1G 2 5EE 5EGTION 'A'(ON DWG No.2) FOR CON5TRUGTION REQ'MT5 AGGE55 5TAIR. USE BANK 5TABILIZATION METH005 INDICATED IN 5EGTION Q U 0 0 \ EX.REMAINING WD RET.WALL PILES 00 MIN) F. E5TABLI5H A STABLE BANK BY FIRST FILLING ERODED AREAS, INSTALL U LL O Z UJ (q) 14'L6 6H PILES 0 VOL.(MAX) GREAT PECONIC BAY TERRAGING AND FINALLY REVE6ETATIN6 AND OR 5EEDING AREAS. SEE I- ' SCOPE OF WORK FOR MORE INFORMATION �( O AREA SHOWN W/GAPPING I EX. 151 NAVY 5TYLE CQ (DPHOTO KEY PAR IAL PLAN I REMOVED FOR GLARTITY ` TIMBER RETAINING WALL A. WORK BILL OF MATERIAL A �o TO BE REMOVED 4 REPLACE I. PROPOSED BULKHEAD: �c 1 3"x10 x10 L6 �- • NOT TO 5GALE / - v (APPROX. 1168' L6, PLUS 1168' L6 AND I-fl' RETURN) lik VG MBER SQUARE EDGE (IN-KIND, IN-PLACE) 2. PROPOSED RETAINING WALL: 18 WD SHEATHING \ / i -_18 I bx8 6H FOLLOWER .�� 20 �� A \ f X�p,NK��, . ` 5/4' IPE GAP 3(PROP05ED(AGGE55 STAIR: . TOE - _ PAG7E S PARTIAL SITE PLAN - (APPROX. ±42' L6). __j `�- bx86IiWALE 21 6REENHEART 4. PROPOSED BANK STABILIZATION: `14 --- - - - _ " --J I /� _l0--- \, / PILES(TVP) PROPOSED TIMBER RETAINING WALL REPLACEMENT a. PROVIDE TRUGKED COMPATIBLE SOIL: APPROX. ±240 GU.YD5 _ _ _ G b. TOTAL TERRACING INSTALLATION AREA: APPROX. ±450 50.FT. _ I2 5 2 I ...-•-_ -' 6 8 q PILE/WALE/5HEATHING/FOLLOWER 2 c. TOTAL PLANTING/5EEDIN6 AREA: APPROX. ±450 50.FT. -- _ - CONNECTION TO BE FASTENED® EACH 13 12\ 101 - - T.I'x x'.T' OCCURRENCE,U5E 3/4°5.5.THRU BOLT \ 7.8x GREAT F EWNIG BAYAPPROX 26"L6),WASHERS 20 10 0 20 40 60 80 100 f (HEAD AND END)AND 6RAIPHIG 20 5GALE NYSDEC Application No. I" = '-0" of 2 NYS RESIDENTIAL CODE COMPACTION NOTES: PROP05ED BAGKFILL AND 5PL65H 6AURD AREA: AREA TO BE RE-PLANTED WITH I Q SUB SDE AREA BETWEEN BULKHEAD AND RETAINING WALL: tg80 S.F. ZONE VE8 ZONE X \ BEACH 6RA55 UPON COMPLETION ! (IRC 2015) 6ENERAL ADDITIONAL BACKFILL NEEDED TO RA15E THE GRADE Lt� OF CONSTRUCTION. SEE PLANTING z I.IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE SUB GRADE MUST BE 4.FILL SELECTION AND COMPACTION: BETWEEN WALLS TO ELl 5' = t60 G.Y. SECTION RR314-STAIRWAYS 12 3'WIDE ACCESS STAIR TO PROPERLY PREPARED. THE GONTRAGTOR SHALL PREPARE THE SUB GRADE THE M05T G05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWIN6 SHALL B .E 3 „ , " I w 5GHEOULE AND DETAILS, THI5 DWG. if IN ACCORDANCE WITH THESE 5PEGIFICATION5,USING THE NEGE55ARY MEAN5 USED: /g PEA GRAVEL REG'D FOR 4 OP 5PLA5H GUARD = ±I2 G.Y. w z AREA: 1350 SQ.FT. X SECTION RR3145.5EGTION RR314.2 TREADS AND RISERS.THE SPLASH 6UARD LOCATED a F= w AND MATERIALS TO PROVIDE THE SPECIFIED RESULTS. NOTHING IN THE -SAND-GRAVEL MIX(15 TO 395 FINES t 0.02 MM AND GBEL. 18.0'R>17), � EL. 18.0' MAXIMUM RISER HEIGHT SHALL BE 8-I/4 INGHE5(209 MIS AND THE 11 BOTTOM OF RETAINING WALL FOLLOWING SITUATIONS CAN BE FORESEEN. THEREFORE,NOTHING IN THE -GRAVELY 501L(3 TO 6%FINES(0.02 MM AND GBR>8), W t, MINIMUM TREAD DEPTH SHALL BE 9 INCHES(229 MM). THE R15ER FOLLOWING SHALL RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO -SANDY SOILS 0 TO 6%FINE5(0.02 MM AND GBR>8), EL. 11.0' PROPOSED 5EA AND RETAINING WALL GAP O 0. I0 NOTIFY THE ENGINEER OF SPECIAL PROBLEMS,AND IN THE END,TO PROVIDE N EL. 11.0' HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LEADING -SILTY GRAVELY 5011-5(b ro to%FINES<0.02 MM AND GBR>8), O ±10 A SOUND SUB GRADE. FRONT TO BACK: EPO-E5 OF THE ADJACENT TREADS.THE TREAD DEPTH SHALL E3E -51LTY SANDY SOILS(b TO 15%FINE5 t 0.02 MM AND GBR>8), EL. 16.0' 6x8 TOP WALE,5HEATHING AND 6x8 FOLLOWER • o (MIN EXGAVATION REQ'D EL.16.0' MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF q 2.USING SOIL TEST DATA -CLAYEY GRAVEL SOILS(OVER 20%FINES(0.02 MM AND CBR>5), THE FOREMOST PROJEGTION OF ADJACENT TREADS AND ATA A.AT ITS OPTION,THE ENGINEER MAY PROVIDE SOIL TEST INFORMATION TO -GLAYEY SANDY 501L(OVER 20%FINES(OA2 MM AND GBR>5), 3 " I --t FOR RETAINING WALL ANCHORING) 3.0' THE CONTRACTOR. IF PROVIDED,THE DATA WILL INCLUDE CLA551FIGATION EL. 15.0' USE / 5.5.BOLT,WASHER HEAD/END d NUT. w EL. 15.0' RIGHT ANGLE To THE TREAD'S LEADING E06E. THE WALKING g OF THE 501L IN AGGORPANGE WITH THE UNIFIED 501L CLA-%IFIGATION 5.THE ENGINEER RESERVES THE RIIGHT TO HAVE 501E TESTS PERFORMED TO Y4 X 6 IPE TOP PLATE TO BE FASTENED I6"O.G. I CONFIRM THE SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL EX.B.O. BANK VARIES• SURFACE OF TREADS AND LANDINGS E A STAIRWAY SHALL BE SYSTEM(ASTM Y THE . THE 516NIFIGANGE OF THE DATA WILL BE SPREAD AND COMPACT THE FILL MATERIAL IN b INCH MAXIMUM LIFTS. EACH EL. 14.0' USE 10 PENNY(RIBBED) 16"O.G.5TA6GERED DISTANCE BETWEEN / EL. 14.0' SLOPED ND STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS T � INTERPRETED BY THE ENGINEER EL. 10.25' -q 0' HORIZONTAL(2-PERCENT SLOPE). THE GREATEST RI5ER HEIGHT = B.SOILS DE516NATED AS H16HLY EXPANSIVE(GHI,MHO,AND OH)MAY LIFT SHALL BE COMPACTED TO 95,%OF THE OPTIMUM DENSITY. GOMPAGTION EL. 13.0' TOP OF BULKHEAD GAP = EL.by BULKHEAD d RET WALL VARIES / SHALL BE ACCOMPLISHED AT NO LE55 THAN OPTIMUM MOISTURE CONTENT UP / EL. 13.0' WITHIN ANY FLIGHT OF 5TAIR5 SHALL NOT EXCEED THE SMALLEST b b REQUIRE LIME 5TABILIZATION AND/OR 5ELEGTIVE REPLACEMENT WITH TO 2%WETTER.OPTIMUM DENSITIY AND OPTIMUM MOISTURE CONTENT SHALL BE TOP OF RETAINING WALL GAP = EL. 11.1 BY MORE THAN 3/8 INCH(95 MM).THE GREATEST TREAD DEPTH SUITABLE SOILS. SUCH SPECIAL TREATMENTS WILL BE DETAILED IN THE SITE A5 DETERMINED BY ASTM DI551. NO RUBBLE.TRASH.BOULDERS.OR OTHER EL. 12.0' O / EL. 12.0' BID DOCUMENTS IF THE CAST 15 TO BE INCLUDED IN THE CONTRACTORS TOP OF RETAINING WALL WITHIN ANY FL16HT OF 5TAIR5 SHALL NOT EXGEED THE 5MALLE5T 5 5 PMP15 WILL BE ALLOWED AS FILL MATERIAL IN ANY USAGE. PROP05ED SPLASH GUARD BASE BID. 6.FOR UNSTABLE SOILS WITH LE55 THAN 250 P5F COHESION OR ULTIMATE EL. 11.0' (5HEATHING) = EL. 11.0' EL. 11.0' BY MORE THAN 3/8 INCH(95 MM). G.501L5 DESIGNATED A5 HIGHLY OR6ANIG(OH,OLD,AND PT)MAY REQUIRE BEARING CAPACITY OF LE55 THAN 500 P5F,GEOTEXTILE FABRIC SHALL BE IN5TALLED BETWEEN WALL5,U5E%" PEA GRAVEL, G a V WIDE ENTRY STAIR a SELECTIVE REPLACEMENT WITH SUITABLE 5011-5. THE NEED FOR AND THE INSTALLED IN ALL UTILITY AND PIPING TRENCHES AND TANKHOLE5 TO REDUCE EL. 10.0' 4"DP MIN,UNDERLAIN W/FILTER FABRIC,TO PREVENT 2 N EL. 10.0' SECTION RR315 -HANDRAILS EXTENT OF TH15 TREATMENT WILL BE DETAILED IN THE 517E DOCUMENTS IF MIGRATION OF FINE-CRAINED SOIL AND SEPARATE 0I551MILAR FILL SCOURING,USE: U5 FABRICS,P/N U5230 � 3 3 THE C05T 15 TO BE INCLUDED IN THE CONTRACTOR'S BASE BID. MATERIALS.THE 6EOTEXTILE MATERIAL SHALL OVERLAP ADJACENT w - 6X8 6REENHEART TOP FOLLOWER EL.q.0' p / EL.CID' SECTION RR315.1 HANDRAILS.HANDRAILS HAVING MINIMUM AND D.THE CONTRACTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE 6EOTEXTILE MATERIAL BY A MINIMUM OF 12"A5 NECE55ARY TO COVER THE MAXIMUM HEIGHTS OF 34 INCHES AND 38 INCHES(864 MM AND ENGINEER OF ANY GONDITION5 REQUIRING SPECIAL CONSIDERATION NOT INTENDED AREA. GEOTEXTILE FABRIC SHALL BE 6TFI30EX,TYPAR 3401, b.01 m m O 1"'DX1O' LG 5.5. TIE ROD 2 2 AEVRE•55ED IN THE 51TE BID DOCUMENTS. THE EXTRA G05T OF EL.8.0' TOP OF BULKHEAD (SHEATHING) = EL. 8.0 - EL.8.0' 965 MM),RESPECTIVELY,MEA5URED VERTICALLY FROM THE 1-800-54-EXXON.OR TYPAR 3601 A5 MARKETED BY EXXON CHEMICAL AT UNANTICIPATED REMOVAL WILL BE BASED ON THE UNIT COSTS PROVIDED I-800-54-EXXON. - +- NOSING OF THE TREADS,SHALL BE PROVIDED ON AT LEAST ONE 1 I WITH THE BASE BID. THE G05T OF UNANTICIPATED LIME STABILIZATION OR EL.1.01 PROP05ED 5EA WALL (5HOREGUARD 5C,-625 j FABKI, 1 11-1 EK n EL. l.o' 51DE OF 5TAIRWAY5. ALL REQUIRED HANDRAIL5 SHALL BE 7.BAGKFILUNG rANKIiOLES,ETC.: OTHER SPECIAL TREATMENT WILL BE NEGOTIATED. BACKFILL FOR ANY EXISTING TANKHOLES SHALL MEET THE REQUIREMENTS OF VINYL 5HEATHING 0.385" x 101DP x IVH) / 1 / (1) 10"0 x I6'LG EL. b.o' O GONTII�JOUS THE FULL LENGTH OF THE STAIRS WITH TWO OR MORE EL.6.0' _ THI5 SECTION.LIKEWISE,BACKFILL FOR OTHER HOLES LEFT BY REMOVAL OF O 6X8 6H I `1 _ RISERS FROM A POINT DIRECTLY ABOVE THE TOP RISER OFA SUB GRADE PREPARATION SWIMMING POOLS,BA5EMENT5,ETG.SHALL COMPLY WITH THI5 SECTION ALSO. " , , m / I -I O J GH GAT LOG d' FLIGHT TO A POINT DIREGTLY ABOVE THE LOWEST RISER OF THE 8.BACKFILLING TRENCHES: EL.5.0' m 10"0 x 20' L6. 6REENHEART, (6 O.G.MAX) FOLLOWER I I / 1I i ftj - -- EL. 5.0' FLIGHT.EN05 SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL I.THE CONTRACTOR SHALL REMOVE ALL VEGETATION,SURPLUS SOIL,DEMOLITION BACKFILL FOR UTILITY TRENGHE5 SHALL BE WELL-6RADED,GLEAN,FRESHWATER r- 1¢-z RUBBLE,AND OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL BE TIMBER PILE FOR PROPOSED 5EA WALL(TYP OF 41) I'Vx±0'L6 5.5.TIE ROD POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TOA 4.4 x 3b LANDING SAND,FRF OF SILT AND CLAY PARTICLES.BACKFILLING SHALL OCCUR EL.4.0' 63'x 3.6 LANDIN6 C, `> PROMPTLY HAULED FROM THE SITE AND DISPOSED OF IN AGGORDANGE Tri��=�,=G+ _ / 3"XIO"XIO' LG SQUARE EDGE TONGUE EL. 4.0' WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1.5 INCHES(38 3s w (REPLACED v IMMEDIATELY AFTER THE LINE OR CONDUIT 15 IN PLACE TO PRECLUDE CAVING , I / 1'] (REPLACED IN KIND) IN KIND) WITH GOVERNING LAWS AND GODES.THE CONTRACTOR SHALL SHAPE THE OF THE TRENCH 51DE5. PRIOR TO INSTALLATION OF THE LINE OR CONDUIT,A 4 EL.3.0' bx8 GREENHEART TIMBER WALES _ / �;II� 4x8 GH AND GROVE RETAINING WALL TIMBER EL. 3.0' MM)BETWEEN THE WALL AND THE HANDRAIL. SUB GRADE IN ACCORDANCE WITH THE GRADING PLAN,TAKING INTO o /- `r AGGOUNT THE THICKNESS OF THE PAVING 5Y5TEM. THE TOLERANCE OF THIS INCH CUSHION OF SAND SHALL A PROVIDED. m I I 1 w / MID d BOT. SECTION RR3152 HANDRAIL GRIP SIZE.ALL REQUIRED 9.AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMPACTED A5 EL 2.0' (TYP OF 3) N / HANDRAIL5 SHALL BE OF ONE OF THE FOLLOWING TYPES II 10 q 8 T b 5 a 3 a I ROUGH GRADING CONTRACTOR BE WITHIN I/2'HIGH N I"OFT ARES THAT NEGE55ARY WITH 501L GOMPLYIN5 WITH THI5 SECTION.EXCEPT THE TOP b - � /-�- I Iw / - FOLLOWER ADDITIONAL EXCAVATION TO ALLOW EL. 2.0' 11 OPERATION THE GONTRAGTOR SHALL NOTE ANY SOFT AREAS Tl IAT BEGONE INCHES SHALL BE NATIVE TOP501L SUITABLE FOR GRASS. AREAS REQUIRING EL. 1.0, 1 - I r I I FOR FABRIC INSTALLATION EL. ILO' OR PROVIDE EQUIVALENT 6RA5PABILITY. MEAN AFTER TRAFFIC BY CONSTRUCTION EQUIPMENT AND LOADED TRUCKS. GUT SHALL AL50 BE PROVIDED WITH b INGHE5 OF NATIVE TOP501L FOR EL. ±O.1 BAY FLOOR ---J SUCH SOFT AREAS SHALL BE REPORTED TO THE ENGINEER FOR 6RA55. FIN15H GRADE FOR THESE AREAS SHALL BE I INCH BELOW TOP OF EL. -""'- " ' TYPE I. HANDRAILS WITH A CIRCULAR GR055 SECTION 63' ±II' 3.6' DETERMINING THE METHOD OF TREATMENT REQUIRED,IF ANY. V 10 �xIOL6 6H CURB. AREAS SHALL BE SLOPED TO DRAIN AT A MAXIMUM OF 4:1 UNLESS EL.O.O 11,01 z _ I 6x8 6REENHEART _I I , ' EL. o.o SHALL HAVE AN OUT5IDE DIAMETER OF AT LEAST 1-1/4 2.MAINTAINING DRY SITE CONDITIONS: • n i I - 6 O.G., DEADMAN OTHERWISE INDICATED ON THE 517E OR:SRADIN6 PLAN. B � INCHES(32 MM)AND NOT GREATER THAN 2 INCHES(51 DURING PREPARATION OF THE SUB 6RADE AND UNTIL THE PAVING I5 IN PLACE, 10.COMPACTION TE5TIN6: EL. -1.0' _ (2) 10 (Px16 IL I TIMBER WALES (TYP) I I EL. -1.0' MM). IF THE HANDRAIL 15 NOT GIRGULAR IT SHALL PLAN VIEW THE CONTRACTOR SHALL PROMPTLY TAKE REASONABLE MEASURES TO THE ENGINEER WILL ENGAGE AN INDEPENDENT TE5TIN6 LABORATORY TO 2 N I I 6H GAT LOG I I-- 1-_-1 HAVE A PERIMETER PIMEN51ON OF AT LEAST 4 INCHES OBTAIN AND TO MAINTAIN A DRY 517E CONDITION.SUCH MEASURES SHALL PERFORM(1)A STANDARD PROCTOR TEST(ASTM 121551)ON THE FILL EL. -2.0' _L J- PILE DIA TO MATCH REMAINING PILES a EXISTING WALL EL. -2.0' 5GALE: N.T.S. INCLUDE PUMPING OF FREE SURFACE WATER,MINOR HAND AND/OR MACHINE MATERIAL(OR NATIVE 501L PROCTOR TEST(ASTM DI551)ON THE FILL I I I I_ _ " ' ' (102 MM)AND NOT GREATER THAN 6-1/4 INCHES(160 5HAPIN5 TO FACILITATE WATER REMOVAL,AND OTHER OPERATIONS To EL. -3.0' (10 MIN),USE 14 1-6., 6 O.G. MAX 6REENHEART TIMBER ±21 MATERIAL(OR NATIVE 501E IF NO FILL 15 USED)AT LEAST 72 HOURS EL. -3.0' MM)WITH A MAXIMUM GRO55 SECTION DIMEN51ON OF SPEED DRYING. BEFORE THE CONTRACTOR INITIATES COMPACTION AND(2)A NUGLEAR ;- PILE FOR PROP05ED RET. WALL (T(P OF 10) 2-1/4 INCHES(51 MM). 3.NATIVE 501L COMPACTION: EL. -4.0' I I' ; ±I I' 3.6' COHESIVE AND COHE51ONLE55 NATIVE 501L SHALL BE COMPACTED TO C15%AND DENSITY GAUGE(ASTM D2g22 AND A57M D30I1)OR SAND GONE(ASTM I I I �10 OAZI-6 6H,6 O.G., DEADMAN EL. -4.0' 100%OF THE OPTIMUM DENSITY,RESPECTIVELY,PRIOR TO PLACEMENT OF 121556)TEST AT A MINIMUM OF THREE RANDOMLY SELECTED LOCATIONS TO U TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN I MEASURE THE DE6REE OF COMPACTION OF THE SURFACE 5UBGRADE. IF EL. -5.0' I I EL. -5.0' USE: 2x10 TREADS,2x12 STRIN6ER5,4xb POSTS, Q FILL. 6-1/4 INGHE5(160 MM)SHALL PROVIDE A 6RA5PABLE ALL STRUCTURAL AND 2x4 CLEATS,2xb TOP RAIL AND 2>:4 MID RAIL m' THE RESULTS FROM THI5 TEST FOR THE FILL OR NATIVE 501L DO NOT MEET FINGER RECE55 AREA ON BOTH SIDES OF THE PROFILE. NON-STRUCTURAL COMPONENTS ALL MATERIAL TO BE 6REENHEART(TYP OR EXCEED THE DEGREE OF COMPACTION SPECIFIED IN THI5 SECTION,THE EL. -6.0' _ MATERIAL REQUIRED TO BE EXCAVATED FOR THE PURPOSES OF EL. -6.0' THE FINGER RECESS SHALL BE61N WITHIN A DISTANCE OF TO BE 6REENHEART COST OF TESTING WILL BE DEDUCTED FROM THE CONTRACT AMOUNT,AND I I / BULKHEAD AND RETAINING WALL ANCHORING 5HALL BE RESERVED THE TE5TIN6(2)WILL BE REHEATED. EL. -1.0' - AND USED FOR FILL. SEE COMPACTION NOTES DW6 Not. 3/4 INCH(19 MM)MEASURED VERTICALLY FROM THE PROPOSED ACCESS STAIR AND HANDRAIL(Tl'P) �� II.THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN � � EI-. -1.0' TALLEST PORTION OF THE PROFILE AND ACHIEVE A STAIR AND HANDRAIL TO CODE EL.23.0' ACCORDANCE WITH THE STANDARDS 15 THE 5.GD.H.S. CONTRACTOR IS EL. -8.0' I I / ADDITIONAL FILL WILL BE REQUIRED TO RE5TORE THE EX15TIN6 BANK EL. -8.0' DEPTH OF AT LEAST 5/16 INCH(8 MM) WITHIN 1/8 INCH ZONE VE8 ZONE X `SEE NOTES,THIS DW6. RESPONSIBLE FOR ALL IN5PEG11ONS,AND 516N-OFF OF SAME. I I - ELEVATION TO ITS NATURAL GRADE. BELOW THE WIDEST PORTION OF THE PROFILE. THIS EL.22.0' 12.CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OUT EL. -C,.0' EL. -C,.0' • REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 5 ( USE: ICA E CLI STEEL AND CERTIFIED As EMPTY PRIOR To RFLocnnoN. NOTE: 6REENHEART TIMBER MAY BE ABBREVIATED AND SHOWN A5: GH U M INCH(10 MM)To A LEVEL THAT 15 NOT LE55 THAN 1-3/4 J HURRICANE CLIPS TYP. � '® "�- 7EL.21.0' 3'Wx±b'YID 131TRY STAIR EL. -IJ O' ' ' INCHES(45 MM) BELOW THE TALLEST PORTION OF THE N . I I ____ EL. -10.0' • PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE ATOLL GONNEGTTONS __ --------- ACCESS STAIR o R " I ' EL.20.0' EL. -II.O' I I THE RECE55 SHALL BE 1-1/4 INCHES(32 MM)TO A a ( F= H ^ MAXIMUM OF 2-3/4 INCHES(TO MM). ED6E5 SHALL HAVE F-� 2 2-2'x1O'GIRDER(TYP) SCOPE OF WORK EL. -12.0' EL. -12.0' N A MINIMUM RADIUS OF ODI INCH(025 MM). 65 F= X I. NO DEBRIS SHALL BE PERMITTED TO FALL 5EAWARD OF AREA OF SECTION 'A' t- 4.0' 2.3' F= a EL.18.0' _ WORK OR TO ADJACENT PROPERTIES, ERECT CONSTRUCTION FENCE m F- m t ALONG EFFEGTED PROPERTY LINE. PROPOSED VINYL BULKHEAD AND TIMBER RETAINING WALL PROFILE I 2'x8'D.J.•Ib-OG. F_ EL.IT.O' 2. SEE 'SCOPE OF WORK' DWG No.1, NOTE No.2 PRIOR TO THE START 5GALE: N.T.5. (GREE FART)LU F_ - OF ANY WORK. 2'xb'DEGKIN6 _ L 10.0 3. 'SCOPE OF WORK' DWG No.1, NOTE No.5, HAS ADDRE55ED THE F-+'� X T(6REENHEART) 17 F_ REMOVAL OF THE EXISTING DAMAGED CONCRETE ACCE55 STAIR. U_ 3Will,WD STAIR TO = I I EL.15.0' 4. GON5TRUGT A SET OF STAIRS WITH (1) 3'Wx*' L6 ENTRY STAIR, � O ? 11 OPEN GRATE WALK ATOP ' / p (1) 3.6'x4.4' PLATFORM, 4.4'WxfI1' L6 STAIR,(1) 4.4'x6.3' LANDING, EL.14.0' SPLASH 6AURD(BETDEBN 2 • I I I I EL.14.0' 3.0'WxiII' L6 ACCESS STAIR TO LANDING a BOTTOM OF RETAINING M� SEA AND RETAINING WALLS) 3 'cp, �y `� WALL. Q o EL.13 0' I A EL.t7B' a I I EL.13.0' a 7 O Corner ANCHORING HARDWARE Q Z 5 y l ±r-o"OL. a. MATERIALS TO BE USED (STAIR): ]L] 4 4'xb'6REENHEART 5 1 / MAX(TYP) I I 1. 2x12 5TRINGER5 Brace 4 USE: INP x ±10'1-6 55.TIE RDD EL.12.0' -, POSTS(TYP) _ EL.12.0' (2 PER PILE) O (� -- b J 3. 2x4 CLEATS BULKHEAD GAP I 6.01 O.G. VINYL SHEET PIL C SHOREGUARD 625 _ EL.110' � r..ts EL.11.a I / :a 4. 4x6 P05T5 FRONT TO BACK: PILE AND TIE ROD N G g bx8 TOP WALE,SHEATHING AND bx8 FOLLOWER 2 q i PROPOSED SHRUB TO / u U 5. 2x6 TOP RAIL Top USE 3/4"5.5.BOLT,WASHER HEAD/END d NUT. (TYPICAL) E SIMILAR m EL.10.0' BE PLANTED AS AN FOR INFO.REGARDING 10 I I ALTERNATE TO BEACH I I b. 2x4 MID RAIL View %a X 6 IPE TOP PLATE TO BE FASTENED Ib"O.G. 2 WALE SPLICE(TYP) `O FOR INFO.REGARDING / PROPOSED BULKHEAD 7N44, EE: 6RAbF WHERE PROP05ED BEACH 6RASS TO BE EL.q.0' b. MATERIALS TO BE USED (PLATFORMS): USE ID PENNY(RIBBED)Ib"O.G.STAGGERED IPE GAP EL.g.o' DW6 No.1,P/0 517E PLAN '4PROP.RET.WALL SEE: n I 1. (3)6x8 6REENHEART WALES KT ^° •• DWG No 2,ELEVATION B' , DHC,No.I,P/O 51TE PLAN'S', I I . CONDITION5 ALLOW. I / PLANTED AS INSTRUCTED IN PLANTING I. 2x8 FLOOR J015T5 EL.a.o' _ DHC,No.2,ELEVATION 'G' 12 SEE PLANTING SCHEDULE,THIS DWG TOP OF BULKHEAD GAP = FL.8.1' ELEV. = S.I' 13 SCHEDULE AND DETAIL, / EL.8.0' 2. 2x6 DECKING a LL] $ � v`: I I THIS DWs I (/ G. ALL HARDWARE TO BE STAINLESS STEEL Beveled PVC 4 NylonT- EL.1.0' 2 r / I I I EL.1.0' d. ALL LUMBER TO BE 6REENHEART, U.O.N. Washer Plate Washer I� I VI I 6. FILL DISTURBED AREAS AND WASHED OUT AREA. Q EL.6.0' I I I I POSTS TO EXTEND b'-0'BELOW EL.b.o' a. U5E SANDY FILL ACQUIRED FROM AN APPROVED UPLAND 51TE b m ENGINES { / ____ _1- _ UNDISTURBED 501E(MINIMUM) (APPROX. 1240 CU.YD5a SEE FILL NOTES FOR MATERIAL AND O -` - - F>CISTINE�3'xb METAL EL.5.0' r- �• EL.s.o' f I I I IN5TALLATION REQUIREMENTS. WALE/5HEATHING/FOLLOWER GONN. N ✓ STAIR(BEY01•ID)TO BE �. � � � - 4 Y EL.4.0' REMOVED AND RESET I I / I I I EL.4.0' b. SEE FILL AND RE-VEGETATION 5EQUENGE OF EVENTS PRIOR TO Front Side O To BE"FASTENED® 161 O.G., " m P� ��.� _ 4N-PLACE)ON NEW / / I p ANY WORK. View View 115E / 5.5.T}�U BOLT(APPROX 24 1-6), _ _ _ � � BULKHEAD I I I . I ( I I O 1. PLANTING; WA5HER5(HEAD AND END)AND NUT • ~ BAY FL.®±O.i' PLANTING INSTALLATION: USE PLANTING SCHEDULE AND Y • y I •1•I I" f . •a I z A EL.3.0' w EL. 4 4 4 t i � n , ktl tri , { INSTALL FIBER6LA55 I I , , 111 111 II 1C 111 11 ('� r s 5�1 / VI I d ELEVATION A FOR INSTRUCTION. Front 1 I I I If I (� T ',� t1l EL.2.0' OPEN 6RATE WALK: n o EL.2.0' PILEM]ALE/5HEATHING/FOLLOWER CONN. _ o n - I I' / I View -I / WOOD s11PPORITD,FROM I I I r APPROXIMATE AREA = t450 SQ.FT. RE-VEGETATION IS TO BE FASTENED® EACH OGGl1RRENGE, ; ;I - 0 2 c� / TIMBER STAIR TO EX.6A O. 2 REQUIRED LE55 THE AREA 15 OCCUPIED BY ESTABLISHED USE 4"5.5.THRU BOLT(APPROX 36'LG), _j EL.1-0' : 11 EL.1.0' -J Id J-(3'Wxf39'L6,t11650.FT) m l I I I I i 073A9� EL.±01'(BAY FU- --- I I { I I -T STABLE EX15TIN6 VEGETATION. SG 650-750 WASHERS(HEAD AND END)AND NUT I I l v + 17 O� ." I I EL.0.0 8. RESET EXISTING METAL STAIR ON NEW BULKHEAD (SAME LOCATION) ,o�ESS�a - I I U I I CORNER FITTING J 1=REY T. BUTLER, .E. _ J U5E WITH 56-625 5HEATHING I I I I I I I o u, SCALE: P - 1'-0" EL.-I.0' I I I I - I I 1 tl I EL. 2.0' I I I - J EL. 2.0' I tl 1 I I l O EL.-3.0' I I EL.-3.0' ELEVATION 'F' PROP05ED NEW SHRUB/BUSH VIEW 'D' NOTE: O o `fl PER LANDSCAPE SCHEDULE ELEVATION 'B' I ( I I I I USE 5C, 550 CORNER FITTING FOR CHANGE Q �, �,EL. 4.0' I EL.-4.0' PROPOSED WOOD ACCESS STAIR PROFILE (THI5 DWG),MIN 3'-0"D.G. PRUNE I/8'OF LEAF AREA BUT SQ. EDGE TONGUE & IN DIRECTION ® RETURN5 (TYPICAL) Z U_ J RETAIN NATURAL FORM PROPOSED VINYL BULKHEAD �10 d) x 20 L6 GREENHEART PILE5 Z z 1Y EL. 5.0' I EL.-s.o' NOTE BULKHEAD AND RETAINING WALL ANGHORIN6 HARDWARE HAS BEEN GROOVE TIMBER - 3 - :- n , SPRAY WITH WILT-PROOF EL.-6.0' I EL.-6.0' REMOVED FOR PURP05E5 OF CLARITY. SEE SECTION 'A', THI5 ONO ACCORDING TO MFG'S IN5TRUGTIONS FOR NAVY 5TYLE RET. WALL m SCALE. �6 - I O r� b O.G. (MAXIMUM) _ \t V IF FOLIAGE 15 PRESENT 5GALE: I" = 1'-0" O a Z 0 Q 1 CD LU EL.-1.0' EL.-1.0' GROUND LINE TO BE SAME A5 AT THE NURSERY ANCHORING HARDWARE E-I E..( Lu v 0 z � EL.-8.0' EL.-e.0' BULKHEAD GAP ►--1 v P I Q/ - ESTABLISHED VEGETATION USE: I"cD x 10'1-6 5.5.TIE ROD G HE RT O OWER EL. q.0' EL.-q.0' �� 18' MIN.FOR PLANTS OR MEANS OF 5TABILIZATION FRONT TO BACK: (I PER PILE) 6"X8",TOP LEVEL LW - IY� UP TO 4'HIGH,20"MIN. ] (PLANTED GRA55E5 OR TERRACING) bx8 STOP WALE 5HEATHING AND bx8 FOLLOWER 5 4"x8",MID AND I30TTOM LEVEL IN-I Q I�- N � Q / \ USE /a 5.5.BOLT,WASHER HEAD/END d NUT. _ FOR PLANTS OVER `.]::; s I 5QUARE EDGE TONGUE AND GROVE RETAINING WALL TIMBER f I'm x IOL6 5.5.TIE RODS(TYP) M--I 0 L / REMOVE BURLAP FROM TOP /a X 6 IPE TOP PLATE TO BE FASTENED I6'OG. b'-D"O.G. T.O.TIMBER PLANK® EL.II.O',SEE DETAIL b',THI5 DWG. TERRAG I NC 56HEOULE 4 HIGH ::. :;j .:: 6"MIN OF BALL U5E 10 PENNY(RIBBED) I6 O.G.5TAG6ERED 3"x10"x10 1-6 SQUARE EDGE TONGUE AND M r\ EXISTING SHRUBS \ - TOP OF BULKHEAD GAP= EL.11.1' PILE dTIE ROD(TYP) GROVE RETAIWNG WALL TIMBER BACKFILL WITH TOP501L I PEAT F WALE SPLICE (TYP) SPICE ® WALE AND FOLLOWER w �_ TERRACE SLOPE ACCORDING TO H. BELOW: / f TO REMAIN M055 3:1 RATIO BY VOLUME IN W" 2 SHALL BE 5TA56ERED MIN APART E-H V < 0 SLOPES OF 1:3 5LOPE5 OF 1:2 SLOPES OF I:I OR GREATER TYPICAL SHRUB LAYERS-WATER EACH LAYER UNTIL ,cT %" IPE GAP 0 (3)6"XS" WALES EXISTING BANK FACE IN AREAS ;} k 4 a.; _ N TERRACING TO BE INSTALLED TERRACING TO BE IN5TALlLED TERRAGING To BE INSTALLED SETTLED. DO NOT TAMP O ELEV. = II.I TO.5HEATHING AND ;;;;,;;>:;,;;:k;_ ;:..;,•ti r '' Q Z Q i AT I'D.G.5PAGING T.O.PILE®EL.11.5 `f"•",^:: ,:,;.. 4;• ,.,..;r, a :s f i::t.;:..:•,:.r Y`;,,,., , AT b O.G.SPACING AT 3 D.G.SPACING / \ ERODED DUE TO EXISTING RETAINING PLANTING DETAIL 6"FOR PLANTS UP To 4'HIGH WALE® EL. ILO' z .•' ''' " -4:. -'ry _ WALL FAILURE N.T.5. 8"FOR PLANTS OVER 4'HIGH (L 1- Q Q 1 1 0 1 • \ - I I I I I I I I I I I I I CN - T.O.PROP. v V p m S I Q I I I I b I I I I I I I b I I I I p 5PLAJ`'H Gl1ARD ) lJl O r- �•: GULLIES SHALL BE FILLED AND GRADED I I � 5 - 3 2 1 „_` TO THE LEVEL OF ADJACENT BANK 6REENHEART WALE [-� t✓' -,•`� FACE REINFORCE BY TERRACING AND �T- Tr-IT� -� - � 1- PROP.GRADE b"x8" I OF 3 LEVELS U � •: ,v{=' PLANTING SCHEDULE o o I ' FABRIC FILTER BARRIER) I I I I I I I I ®EL.15' o PLANTING W/ APPROPRIATE NATIVE m I ATOP PROPOSED GRADE I I I I I I I I I 6H PILES®6'O.G. 11- Z 9 v ?. .� , :. VEGETATION. PROP05ED GRA55 AREA (MIX OF AMMOPHILA BREVILIGULATA) BEAGHI L 1L_LL_IL 11J I.L_ _L_ I I _ _ I 1_ _ _ a/ wwvw.dl netn cli.com "�c ,+� -I I VIEW SHOWAI W/GAPPING b of NSW YOpK CITY or :!=.. .;-,t; C 55 2-3 COLUMNS PER PLANTING HOLE 12" O.0 MAX. WITH PANIGUM _� - - - -I- I ' - - I- - _ - REMOVED FOR CLARITY www ca11811.com ;,.,�,..._r I „ I- I : : �:.;. RESTORED BANK FACE YIRGATUM) SWITCH 6RA55 AT 2-O O.G.,2 GAL. CONTAINER). I I I I I I� I I I I (� & LONG 151 ANb (for other states) ::.,.: :>>;;•.;,,, I I I I I I I I I I I I VIEW E AND PROPOSED NORTHERN BAYBERRY Eu)5H (MYRICA PENSYLVANIGA) I I f 600-212-44801811 TERRACING: I I II I I I D I I I I I 1I I I ,�,:�.:.� T.O.TIMBER PLANK v �" •� F k POSED BEACH / TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER (3 GAL. GONTAINERa. 1 2 �_ 2 1 ® EL.1.0' USE 2x2x4' LONG UNTREATED TROPICAL WOOD OR :` `'� 55 TO BE PLANTED AND/OR PROPOSED BEAGH R05E BUSH (ROSA VIR6INIANA) TO BE B.o.RET.HALL 0 EL. I.0 I TYPICAL WALE AND FOLLOWER SPLICE COMP051TE MATERIAL TREATED STAKES W/2x6 UNTREATED`:-.: `. By law,excavators and contractors working in For safety reasons,homeowners are strongly �j� TED IN PLANTED AT A MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER). I I I I I I I I I FOR TIMBER RETAINING WALL AND VINYL BULKHEAD the five boroughs of New York City and Nassau encouraged to call as well when planning any TROPICAL WOOD OR G�,Or MP051TE MATERIAL PLANKS Viz''>�". HEDULE. AND OR PROPOSED BEACH PLUM BUSH (PRUNUS MARITIMA) TO BE PA(5E : and Suffolk Counties on Long Island must type of digging on their property. 5E6URED TO STAKES(MIN 6-0" OC). INSTALL TERRAGING / SCALE: 3�(6" - I'-O" contact Dig Net,1-800-272-4480 or 811,at least Homeowners can contact us directly at :. :;,-" PERPENDICULAR TO DOWNWARD SLOPE. SECURE 2x6 �,: ; PLANTED AT A MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER). B.O.PILE®EL.-2.5 48 hours but no more than 10 working days 1-800-272-4460 or by calling 811,the : (5EE PLANTING DETAIL, THI5 DWG) (excluding weekends and legal holidays)prior national call before you dig number.For PLANKS TO ADJACENT PLANKS ALONG HORIZONTAL PLANE. ti / PROPOSED 6REENHEART PILE5 to beginning an mechanized digging or excavation work completed on personal ELEVATION 'C'excavation work to ensure underground lines property,it is the contractor's :. DIAMETER OF PROPOSED PILE5 TO MATCH EX15TING are marked.Excavators and contractors can responsibility--NOT the homeowner's--to TIMBER TERRACE RETAINING WALLS NOTE: REMAINING HOOD RETAINING WALL PILE5(10"MIN), also submit locate requests online,through contact DigNet having utility lines marked �7*� PROPOSED TIMBER RETAINING WALL (9) 14'L6 5H PILES 0 6'O.G. ITIC.If you do not currently use ITIC,please prior to digging is free of charge AND PLANTING INC DETAIL 2 ALL PLANTED VEGETATION WILL REQUIRE call 1-800-524-7603 for more information. MONITORING OVER 3 GROWING SEASONS. SCALE: 3 '- " NYSCJEG Application No. �(e = I O SCALE: NONE of 2 ELEVA TIONS & CONTOURS ARE REFERENCED TO N.G.V D 29 SURVEY OF PROPERTY FLOOD ZONE FROM FIRM MAP NUMBER 36103C0482H A T MA T TI T UCK N TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. V E N U E 1000-123-08-01 R K ASCALE. 1=40 P A APRIL 9, 1998 „S 0 U T H R O A D AUG. 14, 2014 unurY MARCH 22, 2017 (CER RF/CA TIONS) N86.57000"E SPLIT RAIL FENCE 254.50 POLE F�. 1.8'W Z o FEB 6 2018 BR K(A PAD o r FE � 0/L s W O Os m � r O O 4h- r- 0 h-rO O TRELLIS _a --•i C.n1 -' BRICK N yyALK z r N s w o Qa O� .4- 0 WELL V' n 1 S -NG- GARDEN �, B (� GARDEN y co 1q. FE•, 2 STY. FR. GARB BIN 0.4 S O " 95.66 z GARAGE F . 00 wW S�g•47' c'' 12.3' 37.8 1 O � SHED u zx BAN, N OD J D � 18.4' E D GRAVEL D Z CA < • O rn r z o r C UnLITY m O p POLE 14.0' Z n pU?. o DRIVEWAY ' : PORT o SHS � Q m � 22.5' 11.9' 11.9 C.E• cfl m i� N 2 STY. FR. HSE 10.7' 15 ` 42.1' N 15.7 CERTIFIED T0: ABSTRACTS, INCORPORATED COVERED 11's FIRST AMERICAN 777LE INSURANCE COMPANY iDECK No RYAN STORK ZONE X LOT NUMBERS REFER TO "MAP OF i� CONC. FE MARRATOOKA PARK" FILED IN THE ` STAIRS 1.0'W TOP OF BANK RICK SUFFOLK COUNTY CLERK'S OFFICE B _ --- ON NOV 1, 1905 AS MAP No. 450 FLOOD ZONE UNE 114 __ _ 12_ -+o ` FE. GAZEBO 10 8'6LlCD' �2- ------ FLOOD ZONE UNE 0.4E - "__ "_ _ s 78' 587�36'S1"W 71E UNE ALONG SEA WALL d 167.$9 (M.H.W.M. ALONG SEA WALL) METAL STAIRS ZONE VE LANDWARD EDGE OF 77DAL WETLANDS 8 ALONG M.H.W.M AS DETERMINED BY SUFFOLK ENVIRONMENTAL CONSUL7ING, INC. ON JULY 10, 2014, GRrA T PECONIC RAY solFro ® = MONUMENT ANY AL7ERA77ON OR ADDI77ON TO THIS SURVEY IS A WOLA77ON t� LIC. NO. 49618 OF SEC77ON 7209OF THE NEW YORK ST47E EDUCATION LAW. ECON/C-SUR yE ORS, P.C. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER'flnCA nONS M31)'WS S8 '50 0 FAX (631) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF AREA = 137,087 SQ. FT. P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. TO TIE LINE 98-151 _ SOU7NOLD, MY 11971 Michael J. Domino, Presida ~^ �p$yFFQ(,��0 Town Hall Annex John M Bredemeyer III, Vice-Pres'ia nt �� Gym 54375 Route 25 Glenn Goldsmith C', z P.O. Box 1179 A.Nicholas Krupski ® Southold,NY 11971 Greg Williams y p! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 3AY/18' 3 ' 3s Completed in field by: En-Consultants on behalf of RYAN STORK requests a Wetland Permit to remove and replace in-place approximately 168 linear feet of storm-damaged concrete seawall and 68' westerly concrete return with vinyl bulkhead and return; construct new t7' easterly vinyl return; remove and replace 3'x6' metal stairs to beach, remove and replace in-kind/in-place approximately 51 linear feet of storm-damaged timber retaining wall (t77' timber retaining wall to remain); backfill new bulkhead and re-nourish storm-eroded embankment with approximately 240 cubic yards of clean sand fill to be trucked in from an approved upland source; revegetate re-nourished and disturbed areas of embankment with native vegetation; remove existing storm-damaged concrete stairs and construct a timber stairway consisting of an upper 3'x6' steps, a 3.5'x4.5' landing, 4.5'x11' steps, a 4 5'x6 5' landing, and 3'x11' lower steps to grade, remove 566 square feet of storm-damaged deck behind bulkhead; construct a 3'x39' on-grade wood walkway with open-grate decking from proposed steps to existing gazebo; and repair storm damage to existing gazebo (e g., replace damaged exterior siding and interior sheet rock and flooring, as needed) Located: 1140 Park Avenue, Mattituck. SCTM# 1000-123-8-1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF:- 1. Residence: 100 feet 2. Driveway: 100 feet 3 Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: (�Y> N Ch. 275 ✓ Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment ✓ Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Surveys 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: 11 S�cuG�uSe �5 cion gazebo , i� 5 g Go�/�c� �lecK N13 I have read & acknowledged the foregoing Trustees comments: Agent/Owner: / Present were: Y J. Bredemeyer M. Domino v G. Goldsmith N. Krupski G. Williams Other Page 1 of 2 � S�FFO(,� Michael J. Domino, Preside' O�Q CSG ' Town Hall Annex John M. Bredemeyer II1, Vice-Presiaent hy` yJ, 54375 Route 25 Glenn Goldsmith N z P.O. Box 1179 A.Nicholas Krupski 0 Southold,NY 11971 Greg Williams y p! Telephone(631)765-1892 X01 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF'SOUTHOLD Date/Time: Completed in Work Session by: En-Consultants on behalf of RYAN STORK requests a Wetland Permit to remove and replace in-place approximately 168 linear feet of storm-damaged concrete seawall and 68' westerly concrete return with vinyl bulkhead and return, construct new±7' easterly vinyl return; remove and replace 3'x6' metal stairs to beach; remove and replace in-kind/in-place approximately 51 linear feet of storm-damaged timber retaining wall (±77' timber retaining wall to remain); backfill new bulkhead and re-nourish storm-eroded embankment with approximately 240 cubic yards of clean sand fill to be trucked in from an approved upland source,,revegetate re-nourished and disturbed areas of embankment with native vegetation; remove existing storm-damaged concrete stairs and construct a timber stairway consisting of an upper 3'x6' steps, a 3.5'x4.5' landing, 4.5'x11' steps, a 4 5'x6 5' landing, and 3'x11' lower steps to grade; remove 566 square feet of storm-damaged deck behind bulkhead, construct a 3'x39' on-grade wood walkway with open-grate decking from proposed steps to existing gazebo, and repair storm damage to existing gazebo (e.g., replace damaged exterior siding and interior sheet rock and flooring, as needed) Located. 1140 Park Avenue, Mattituck. SCTM# 1000-123-8-1 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D. 525% Expansion/Calculation Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP- Additional information on comments/to be discussed/Public Hearing: Date: ' Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams E. Cantrell D. Di Salvo Other Page 2 of 2 r * - ' I I r I I 'Val v � i ' r � a = e = 2�0--ltz- i .1 Ito yan I an Stork 1140 Park Avenue,Mattituck x ° CTM#: 1000-123-8-1 114118 E j _ { t , • t ; $ n } y+ dJ,� € k a, i c 4 +-'•' "C.. 1• `r#v p t' .a .. '?L.. .�.mac, ..._.,�. - r A c. • y.�y� r 1 � tl �1p •3 i r It f . 1 i r , i ., • f1� � T r... Y + ash a a ✓47f t. . o MOM fi t7 C,�d7 t 4 � 3 r.� 3.1ffrey T. Butler, RE-, P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer Member National Society of Professional Engineers Photos of Stork Residence 1140 Park Ave. Mattituck, NY SCTM No. 1000-123-08-01 To be used in association with Proposed Coastal Stabilization and Structural Repair Site Plans Dated 01-02-2018 y.. ? r�a sj CSR'S <' _ •RY. 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T LD A8 + +) 2s to PO 3pr O O ._/g )e�, ,. tt • �yp 1.6]11 ate 4A s "• yyPP4�� T p DAY 6R S PECONIG T // EA i t -�� - w ------ -- --"-- NOTICE E COUNTY OF SUFFOLK © o SECTION NO (71) 2 �.� --r-- e...� --.-- rarzwava op EWt1tOLD �� ------ Real Property Tax Service Agency v 123 rr y`p r t `� -_� snu. --r-- e.nru.--�-- •]Ao■NrFo Cs"nry ON■r RNtlItYa NY ttlgt a M t bCiq A ]t.Wl.+iu P 1000 PROPERTY~' t rzz T Cantrell, Elizabeth From: Robert Herrmann <rherrmann@enconsultants.com> Sent: Thursday, March 22, 2018 2:49 PM To: Cantrell, Elizabeth Cc: Jeffrey T. Butler P.E. :, Subject: Stork hearing - move to April 18th Liz, due to the fact that both Jeff Butler and I will be away during the week of April 2"d, we would like to reschedule last night's cancelled public hearing on the Stork application to the Board's regularly scheduled meeting on April 18`h rather than to the rescheduled meeting on April 5`h Please note that we will also deliver to you tomorrow an application for the April 18`h agenda to transfer Wetlands Permit No. 6447 (gazebo)from Jack Farnsworth to Ryan Stork. Thanks, Rob Robert E. Herrmann,MEM Coastal Management Specialist En-Consultants 1319 North Sea Road Southampton,NY 11968 Phone: 631-283-6360 Fax: 631-283-6136 Email:rherrmann@enconsultants.com www.enconsultants.com 1 OFFICE LOCATION: �0��0f SU(/jO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) G Q Telephone: 631 765-1938 Southold, NY 11971 • O Q � Fax: 631765-3136 �yCMUNT`I,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: March 17, 2018 Re- LWRP Coastal Consistency Review for RYAN STORK SCTM# 1000-123-8-1 En-Consultants on behalf of RYAN STORK requests a Wetland Permit to remove and replace in-place approximately 168 linear feet of storm-damaged concrete seawall and 68' westerly concrete return with vinyl bulkhead and return; construct new t7' easterly vinyl return; remove and replace 3'x6' metal stairs to beach, remove and replace in-kind/in-place approximately 51 linear feet of storm-damaged timber retaining wall (t77' timber retaining wall to remain); backfill new bulkhead and re-nourish storm-eroded embankment with approximately 240 cubic yards of clean sand fill to be trucked in from an approved upland source; revegetate re-nourished and disturbed areas of embankment with native vegetation; remove existing storm-damaged concrete stairs and construct a timber stairway consisting of an upper 3'x6' steps, a 3 5'x4.5' landing, 4.5'x11' steps, a 4.5'x6 5' landing, and 3'x11' lower steps to grade; remove 566 square feet of storm-damaged deck behind bulkhead; construct a 3'x39' on-grade wood walkway with open-grate decking from proposed steps to existing gazebo; and repair storm damage to existing gazebo (e.g., replace damaged exterior siding and interior sheet rock and flooring, as needed). Located: 1140 Park Avenue, Mattituck. SCTM# 1000-123-8-1 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 action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O Box 1179 `F Southold,NY 11971 y'�►O� ��! Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., March 14, 2018 the following recommendation was made: Moved by Peter Young, seconded by James Abbott, it was RESOLVED to NOT SUPPORT the application of RYAN STORK to remove and replace (in-place) approx. 168 If. of storm-damaged seawall and 68' westerly concrete return with vinyl bulkhead and return; construct new +/-7' easterly vinyl return; remove and replace 3'X 6' metal stair to beach; remove and replace (inkind/inplace) approx. 51 If. of storm- damaged timber retaining wall (+/-77' timber retaining wall to remain); backfill new bulkhead and renourish storm-eroded embankment with approx. 240 cy. of clean sand fill to be trucked in from an approved upland source; revegetate renourished and disturbed areas of embankment with native vegetation; remove existing storm-damaged concrete stairs and construct timber stairway consisting of 3'X 6' steps, 3.5'X 4.5' landing, 4.5'X 11' steps, 4.5'X 6.5' landing, and 3'X 11' steps; remove 566 sf. of storm-damaged deck behind bulkhead; construct 3'X 39' on-grade wood walkway (with open-grate decking) from proposed steps to existing gazebo; and repair storm damage to existing gazebo. Located: 1140 Park Ave., Mattituck. SCTM#123-8-1 Inspected by: James Abbott, Peter Young The CAC does Not Support as this project will only repeat its failure. The CAC recommends replacement of the erosion control structures and the revegetation of the disturbed areas, however, all unnecessary accessory structures ie, gazebo, decks, stairs, should not be reconstructed. Vote of Council: Ayes: All Motion Carried Michael J.Domino,President , Town Hall Annex ,. John M.Bredemeyer III,Vice-President �' 64376 Route 26 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith Telephone(631) 765-1892 A Nicholas Krupski Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application fWetland Permit Application Administrative Permit Amendment/Transfer/Extensiop Received Application:,. � 9if Received Fee:,Completed Application: incomplete: --_ 1/ FEB 6 2018 } SEQRA Classification: Type I_ Type Il V Unlisted ti Lead Agency Determination: ; Coordination:(date sent): � 2.'o Sot+t r l ......n --7—LWRP Consistency Assessment Form Sent::. _ _o L— Bnard r r Tn�, ers. A P"—,–CAC Referral Sent:, Date of Inspection:. Receipt of CAC Report::.__24 Technical Review:-. Public Hearing Held: fbK7S�rM 1 Resolution: i Name of;Applicant Ryan Stork. , Address SS,East 52nd,Street, 12th Floor,New York,NY 10055 Phone Number: 12 810_5300 Suffolk County Tax Map Number: 1000 - 1-23-8-1 Property Location:1'140 Park Avenue,Mattituck r i (property is located at southest.comer of Park Avenue.and.Maratooka.Road) _ (provide LILCQ Pole#, distance to cross streets, and location) AGENT.: _--- .En-Consultants-__ (If applicable) - Address:, _-1319 North Sea Road,Southampt6i%NY 11968 Phone:631-283-6360 �� V� Board of Trustees Application GENERAL DATA Land Area(in square feet);. -137,087 Area Zoning:_ --R40 jPrevious use of property: Residential,one-family dwelling_ Intended use ofro ert No_chan . P P Y�"_�- e --. g 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. i { Does this project require a variance from the Zoning Board of Appeals Yes X No r 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 i Prior permits/approvals for site improvements: j Agency Date Southold Trustees#6447(Gazebo) 9/20/06 Southold Trustees#8527.(Seawall&.return) 1.1119/14 NYS DEC#1-4738-03633/00001 11/6/06 1 NYS DEC_#1-4738-03633/00002_ _ _._.3/3,1/15.. _. I (� No prior permits/approvals for site improvements. I Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes 1 If yes, provide explanation: Project Description (use attachments if necessary): Remove and replace(in-place)approximately 168 if of storm-damaged concrete seawall and 68'westerly concrete return with vinyl bulkhead and return;construct new+-T easterly_vinyl return;remove and replace 3'x 6_.metal stair to-beach;,remove and replace_ (in-kind/in-place)approximately 51 If of storm-damaged timber retaining wall(+/-77'timber retaining wall to remain);backfill new bulkhead and renourish storm-eroded embankment with approximately.240 cyof cleansand fill.to-be trucked in from an approved upland source;revegetate renounshed and disturbed areas of embankment with native vegetation;remove existing storm-damaged concrete stairs and construct timber stairway consisting of 3'x 6_steps,15-x 4.5'landing,4.5'x 11'steps,4.5'x 6.5'landing,and Tx 11'steps;remove 566 sf of storm-damaged deck behind bulkhead;construct 3'x 39'on-grade wood walkway(with open-grate decking)from-proposed steps to existing.,gazebo;and repair storm damage to existing gazebo(e.g.,replace damaged exterior siding _ . - - -- and interior sheet rock and flooring,as needed),all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,PC.,dated January 2,201 8. Board of Trustees ApplicE. )ri WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To replace storm-damaged concrete seawall and secondary retaining wall with new bulkhead and retaining wall to restore storm damaged embankment and maintam historically stabilized shoreline to protect upland from flood and erosion damage. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 Closest distance between nearest existing structure and upland edge of wetlands: 0 feet concrete wall Closest distance between nearest proposed structure and upland edge of wetlands: N/A feet vinyl bulkhead Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? N/A cubic yards How much material will be filled? +/-240 cubic yards clean sand for backfill and embankment renourishment Depth of which material will be removed or deposited: N/A feet Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: Approximately+/-240 cubic yards of clean sandy fill will be trucked in from an approved upland source and used as backfill behind new bulkhead and as renounshment material for the restoration of the storm eroded embankment. 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): The project seeks to replace an existing,permitted concrete seawall and return(see Town Wetlands Permit No 8527)and secondary timber retaining wall with a new vinyl bulkhead and timber retaining wall in the same locations to maintain the property's historical method of shoreline stabilization and protection against erosion and flooding. As a result of the protect,the storm eroded embakment that has been denuded of vegetation will be renourished and replanted with native vegetation;a substantial volume of concrete will be removed from surface waters and replaced with untreated vinyl sheathing;approximately 566 sf of storm-damaged treated decking located between the bulkhead and retaining wall will be removed;and a new on-grade walkway located between the bulkhead and retaining wall will be constructed with open-grate decking. Therefore,the project will effectively maintain the historically preexisting conditions along this bulkheaded shoreline without any significant adverse impact on the adjacent unvegetated wetlands area or tidal waters and with the environmental benefits associated with the vegetative embankment restoration and change in materials in or adjacent to Great Peconic Bay. 617.20 Appendix B Short Environmental Assessment Form [l st-dions,for'C.olnpletina 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 i Name of Action or Project: Stork Bulkhead -___-_____.-_--- ---------.,_-=_- P48cct;Locatibn.(describe,and attach a location map): 1140 Park-Avenue,Mattttuck,Town of Southold,Suffolk County,NY,SCTM# 1000-123-8-1;property is located at southest corner of Park Avenue and Mara_tookaRo_ad,location map attached. Brief Desci•ipp-tion of Propdsed Action: Iternovc and'roplaee(in-place;ripprdximately 168 If of storm-damaged concrete seawall and 68'westerly concrete return with vinyl bulkhead and return;construct new+-7'easterly vinyl return;remove and replace 3'x 6'metal stair to beach;remove and replace(in-kind/in-place)approximately 51 If of storm-damaged timber retaining wall(+/-77'timber retaining wall to remain);backfill new bulkhead and renourish storm-eroded t embankment with approximately 240 cy of clean sand fill to be trucked in from an approved upland source;revegetate renourished and disturbed areas of embankment with native vegetation;remove existing storm-damaged concrete stairs and construct timber stairway consisting of 3'x 6'steps, 3.5'x 4.5'landing,4.5'x 11'steps,4.5'x 6.5'landing,and Tx I l'steps;remove 566 sf of storm-damaged deck behind bulkhead;construct 3'x 39' i on-grade wood walkway(with open-grate decking)from proposed steps to existing gazebo;and repair storm damage to existing gazebo(e.g.,replace damaged exterior siding and interior sheet rock and flooring,as needed),all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C., dated January 2,2018. Name of Applicant or Sponsor: Telephone: 212-810-5300 Rypan,Stork E-Mail: ryan.stork@blackrock.com Address: 55 East 52nd Street, 12th Floor City/PO: - - State:; Zip Code: New.York,_._ _- _ _ __ _,- NY 10055 I 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: DEC,COE,DOS X . 3.a.Total acreage of the site of the proposed action? 137,087 s _ b.Total acreage to be physically disturbed? 2,500 - c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 137,087 sf 4 Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑ Industrial ❑Commercial ® Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5 Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b.Consistent with the adopted comprehensive plan? X 6 Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7 Is the site of the proposed action located in,or does it adjoin, a state listed Critical Environmental Area? NO YES If Yes, identify. Name: Peconic Bay and Environs,Reason: Protect public health,water, vegetation& scenic beauty,Agency: Suffolk County, ate:7-12-88 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? b Is the proposed action located in an archeological sensitive area? X 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 ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15 Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or 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? ❑NO❑YES b Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes, briefly describe- ❑NO❑YES Page 2 of 4 1 - 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 Applicant/sponsor name. Robert E.Hpwann,Coastal Mgmt. Specialist Date: February 13,2018 Signature: I 1Z Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations. 2. Will the proposed action result in a change in the use or intensity of use of land? / 3. Will the proposed action impair the character or quality of the existing community? / 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a. public/private water supplies? b. public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? I 1 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. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed ac i n will not result in any significant adverse environmental imp cts. J6-0, - - �l/) �(JJ(J a v�o �� 3 / Name of Lead A encyp Date Print or T pe Nam of Responsi le Off er in Lead Agency Title of Responsible Officer Signature of Responsib Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, Ryan Stork owners of the property identified as SCTM# 1000- 123-8-1 in the town of Southold ,New York, hereby authorizes En-Consultants to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. N/A Property Owner's Signature Property Owner's Signature Ryan Stork SWORN TO BEFORE ME THIS 0 DAY OF I)ECES f�E 9 , 20� i Notary Public CORA ANN PEZZELLO Notary Public,State of New Yak No.01PE6251234 Qualified in Queens County Commission Expires November 14 ��9 Board of Trustees Application County of SuffellE State of New York Ryan Stork 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 REVIEW OF THIS APPLICATION. SignatUre,Ryan Stork SWORN TO BEFORE ME THIS 0 DAY OF 'DECEIT&F—F-- ,2.0, Notary Public CORA ANN PEZZEUA Notary Public,State of New York No.01PE6251234 oualifted in Queens County Commission Expires November 14 4� APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The TowWof Sou„hold'a'Code'of Ethics oiohibits.conflictsof interesion:the•p of town,oiriom and_emnloyees:The pumose of this;form�is to provide information'which'can alert•the town of iggsible coefli6w of interesfand allow'it to'takc whatever action is. necessary to avoid•same. YOUR NAME: Stork,Ryan (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 Change of Zone Coastal Erosion i 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 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. i DESCRIPTION OF RELATIONSHIP Submitted this o a of TiECEblt3E1L200 17 SignatuM Print Name Ryan Stork Form TS 1 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 ou=se of this form is to provide information which can alert the town ofpossible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME. HPrrmarm Robert F (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 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 16 ay of February 20 18 Signature Print Name Form TS 1 NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Ryan Stork SCTM#1000-123-8-1 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 and replace(in-place)approximately 168 if of storm-damaged concrete seawall and 68'westerly concrete return with vinyl bulkhead and return;construct new+-7'easterly vinyl return;remove and replace 3'x 6'metal stair to beach;remove and replace(in-kind/in-place)approximately 51 If of storm-damaged timber retaining wall(+/-77'timber retaining wall to remain);backfill new bulkhead and renourish storm-eroded embankment with approximately 240 cy of clean sand fill to be trucked in from an approved upland source;revegetate renourished and disturbed areas of embankment with native vegetation; remove existing storm-damaged concrete stairs and construct timber stairway consisting of 3'x 6'steps, 3.5'x 4.5'landing,4.5'x 11'steps,4.5'x 6.5'landing,and 3'x 11'steps;remove 566 sf of storm-damaged deck behind bulkhead;construct 3'x 39'on-grade wood walkway(with open-grate decking)from proposed steps to existing gazebo;and repair storm damage to existing gazebo(e.g.,replace damaged exterior siding and interior sheet rock and flooring,as needed),all as depicted on the site plan prepared by Jeffrey T. Butler,P.E.,P.C.,dated January 2,2018. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 1140 Park Avenue,Mattituck 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,April 18,2018 @ 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. Ryan Stork PROPERTY OWNERS NAME: 55 East 52nd Street, 12th Floor MAILING ADDRESS: New York,NY 10055 PHONE #: AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. PROOF OF MAILING OF NC },SCE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: 1000-123-8-2 548 3rd Street June Beckstead Brooklyn,NY 11215 1000-123-8-3 1470 Park Avenue Michael Curtin&Olga Kammerer Mattituck,NY 11952 1000-123-7-13.1 876 Park Avenue Marilyn Angelson New York,NY 10021 100-123-1-7 320 Central Park W,Apt. 16 E M Sheehan Family 2012 Trust New York,NY 10025 1000-123-2-27 6123 Malloway Court Peggy Ann Whelan Cumming,GA 30041 1000-123-2-28 1265 Park Avenue Erick&Jocelyn Haas Mattituck,NY 11952 1000-123-2-29 41 Hunt Farm 1365 Park Avenue LLC Waccabuc,NY 10597 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 being duly sworn, deposes and says that on the 9th day of April ,20 18 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton , that said Notices were Ma' d to each of said persons by (certified)(regieoeved) mail. Robert E.Herrmann Coastal Managment Specialist Sworn to before me this 9th day of _April )20 18 KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 Not blic QUALIFIED IN SUFFOLK COUNTY EXPIRES All GliST 2 3.O2J Michael J.Domino --ident �pSVFFQ��-e., Town Hall Annex John M. Bredemeyer III, Vice-President ,�� Gy�,q 54375 Route 25 Glenn Goldsmithy ? P.O Box 1179 A.Nicholas Krupski F Southold,NY 11971 Greg Williams 4,- �ar 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 RYAN STORK COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING TO-BE COMPLETED AFTER POSTING REMAINS INPLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE I, Robert E. Herrnnr'n , residing at/dba Err-C ltants 1319 North Sea Road, Southampton, NY 11968 being duly sworn, depose and say: That on the11th day of April , 2018, I personally posted the property known as 1140 Park Avenue, Mattituck; SLIM #1000-123-8-1 by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hParinv_ Tate of hearing noted thereon to be held Wednesda Aril 18, 2018. Dated: (signature) worn to before me this day of ftf•-' 20 /,' Nary ublicSTEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES 06UST 7 , 20-2-4 VERY DM . . N COMPLETETHIS SECTION ON DELI A. i urs ■ Complete items 1,2,and 3. /,) ©Agent ■ Print your name and address on the reverse X Adel �0 dresses so that we can return the card to you.' B e) C. Date f Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. Ye? 1. Article Addressed to: Is delivery ad diffe t em 1? If YES A rater delivery ad w: ❑No Peggy'Ann Whelan;.,. 6123=`i O' loway.Court _ Carniit4g;GA 30:041 - 3. se ❑Priority Mall Express® ❑Adult Sign ❑Registered MallTM _ _�„�„-,•y, �� ■r. O PyyrWWIt Signature Re cted Delivery ❑Registered Mall Restricted. Btartifled Mall® ❑Return Receipt for 9590 9403 0349 5163 8776 08 O Certified Mall Restricted Delivery 0 Collect on DeliveryMerchandise O Collect on Delivery Restricted Delivery ❑Signature ConflrnationTM _AMnIn.N,.m1+n•-Tisanefu_fmm_cuuiro.lahnll ln�l I O Signature Confirmation ) 7 017 ; 2400 0000 4976 313 2 , 'AWIRestrlcted DeHiveryRestricted Delivery `I .PS Form 3811, 53•April 2015 PSN 7530 02 000 90 ; Domestic Return Receipt COMPLETE THIS,SECTION ON DELIVERY . . A. Signatur i t ■ Complete items 1,2,and 3. 0 Agent s s Print your name and address on the reverse X 0 Addressee so that we can return the card to you. p B b (Printed Name) C. Delp of Delivery ■ Attach this card to the back of the mailpiece, s.�I or on the front if space permits. 1. Article Addressed to: D. Is del•Iv dress different from item 1? 0 Yes If YES,enter delivery address below: 0 No Erick&JO&Iyn Haat 1265 Park Avenue [3Prbrity Mall Express® Mattltue1q,NY 1 1952 3. service Type O Registered Mail ❑Adult Signature ❑ICER Signature Restricted Delivery ❑Registered Mail Restricted WoCertifled Mall® Delivery ❑d6W 94o3-0349-5163-9798-38 ❑Certified Mail Restricted Delivery Returnrch Receipt for -- O Collect on Delivery Merchandise .❑_Collect on Delivery Restricted Delivery' ❑Signature ConflrtnationTM O Signature Confirmation (� 7 017 2400 0000 4 9 7 6 3125- -a l Restricted Delivery Restricted Delivery 4 I _ Domestic Return Receipt PS Forrrtr381i1r iApril 2015 PSN 7530-02-000lit -9053 Michael J. Domino, rresident pSUFfO��cOG Town Hall Annex John M. Bredemeyer I1I,Vice-President „� yam, 54375 Route 25 Glenn Goldsmith ti z P.O. Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams y p! Telephone(631)765-1892 �Ol �a Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD p\: --------------------------------------------------------------- i In the Matter of the Application of RYAN STORK COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING CT_O BE-COMPLETED AFTER POSTING RENIA7NS IN PZA.C_E FOR A'T LEAST SEVEN CDA-YS PRIOR-TO-THE PUBZIC HEARING DATE- I�Robert E. Hernriann , residing at/dba En--Consultants 1319 North Sea Road, Southampton, NY 11%8 being duly sworn, depose and say: That on the 4th day ofd , 2018, I personally posted the property known as 1140 Park Avenue, Mattituck; SCIM #100x423-$-1 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 et days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednksday, March 21 2018. Dated: (signatur Sworn to before me this a(tL day f IK -aL20 l KIM H , STEPHENS NOTARY PUBLIC STATE OF NEt! YORK ar ublic COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLr COUNTY EXPIRES AI'HIST i SENDER: DELIVERY ■ Complete items 1,2,and 3. 0 A i i ■ Print your name and address on the reverse X ent � so that we can return the card to you. ddressee i ■ Attach this card to the back of the mailplece, B. Rece by(Pdr ' ame) C. Date of Delivery or on the front if space permits. 07 fi 1. ArVcle Addressed to: D. Is delivery address different from item 1? 0 Yes If YES,enter delivery address below; 0 No j ---- '1 Erick&Jocelyn Haas 1265 Park Avenue Mattituck,NY 11952 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MaIITM 1 --_J ❑bdult Signature Restricted Delivery ❑Registered Mail Restricted( _ 42,C@rtifled Mail® Delivery —�a�v"a�w "u s49 5163 8451 88 ❑Certified Mail Restricted Delivery ❑Retum Receipt for ❑Collect on Delivery Merchandise 2. Article.Numhar-LTraaefar-fmm--,i.,o_ier...n n.c ue.- .--tery Restricted Delivery ❑Signature ConflrmatlonTM 7 017 2400 0000 4 9 7 6 3 4 91 I ❑Signature Confirmation1 istrloted Delivery Restricted Delivery 1 PSiFor'm'88111 AOM 2015 PSN`1530-02=000=9053 V Domestic Return Receipt , SECTION,SENDER: COMPLETE THIS SECTION qOMPLETE THIS DELIVERY ■ Complete items 1,2,and 3. A Signature ■ Print your name and address on the reverse £ _� 0 Agent so thatwe can return the card to you. 0 Addressee' ■ Attach`:lihis card to the back of the mailplece, B. ecei ad by(Pantea C. at of Deli e or on the,front if space permits. p l�/J I 1. Article Addressed to: D. is delivery address ifferent from item 1? 11 Yes If YES,enter delivery address below: 0 No 1 I i Imf SHenhan Family 2012 Trust 320 Central Park W, Apt. 16 New York, NY ;1002`5' ` 3. Service Type It Signature ❑Priority Mail Express® ❑ ult Signature Restricted Delive 13 Registered MailTM Certified Malle ry f]Registered Mall Restricted —--- - — --- -� Re livery ❑Certified Mail Restricted Del turn ❑Collect on Delivery Y ❑ReReceipt for j—Grtir.Ic.N„mhur_/TMncfnr_ nn fmm-en.vinn./nr,ea RCntlarf Merchandise I .-Delivery Restricted Delivery ❑Signature Confirmation- ?017-124.90., onfirmation- i 7 017_.-.2 4.0 0, 0000; 4976 3514— 'I ❑Signature Conflrmatlon II Restricted Delivery Restricted Delivery PS Form 3811,April 2015 PSN 7530-02-000-9053 Domestic Return Receipt f SECTION ON'JI)ELIVERY ETE THIS 1 • t• L t , 10 1 SECTION 1 �i 1 0 I I{ 1 ■ Complete items 1•,-2;and 3. IX"� ! ❑A n ■ Print your nams and address on the reverse 1 re e so that we call return the card to you. B. &-.Y'! by e) to of Delive ■ Attach this card to the back of the mailpiece, L7'v or on the front if space permits. 1. Arbcle Addressed to: D. Is delivery address different from m 1? ❑Yes If YES,enter delivery address below: ❑No I Marilyn Angelson 876 Park Avenue w� 3. service Type ❑Priority Man Express® ;;t' ❑Ad It Signature ❑Registered MaIITM New York,NY 10021 It Signature Restricted Delivery ❑Registered Mail Restricted Delivery Certified Mail® ry ? 1 ❑Carolled Mall Restricted Delivery ❑Return Receipt for _ ___ —---- —-- ❑ Merchandise Collect on Delivery I„ — �—^-^-'•—'—'--livery,Restricted Delivery ❑Signature Conflnnation 2. --�-� ❑Signature Confirmation 71017 -2,41J 1 0 I 0 0 0 D l 49?6;i3 51 . 4.I l i idstrict`ed Delivery ; t 1 Restdoted Delivery over 500 i PS Form 3811,'April 2015 PSN 7530-02-000-9053 Domestic Return Receipt SECTION StN • • I A Sig r ■ Complete items 1,2,and 3. M ❑Agent ■ Print your name and address on the reverses E3 addressee �l4 so that we can return the card to you. g Ve y . to C. Date of Delivery 4 N Attachythis card to the back of the mailpiece, ii or on the front if space permits. i Yes 1. Article Addressed to: D. very cess d' re m ,r Q, r delive dd belo No I .�-- -- X ar �o �1�eggy Ann Whelan 30p w 6 6.1123 Malloway Court ❑Prior, allpres� I,�� 3. Service ype Cumming,GA, 30041 ❑Ad It signature [03 Re rad Mail— S ❑ A Signature Restrt livery stared Mail Restricted' Del very i r •r..` _' _ ....` —� [3 Certified Mali Restricted Delivery ❑M�eRec eipt fori ❑Collect on Delivery r ^ " = -elivery Restricted Delivery ❑Signature Conflnnaoon Signature Confirmation E. I i 7 17 2400 0 0 0 0 4 9 7 6 3 5 D 7 Riad Delmer over 50Restricted Delivery t . , 0) J Domestic Return Receipt PS;.,m;3811,April 2015 PSN 7530-02-000-9053 U.S. Postal ServicP C3 CERTIFIED , O RECEIPT m CERTIFIED , fJ ■ ■ � ' N .. Only Domestic Mail Only' I-q a mI m U r` Certified M F � C 6 A L US E r` Certified M U F I � A L U .E $ �pTON N 7 $ TO/y� Extra Services&Fees(check bar,add lee as appropriate) r Extra Services&Fees(wreck box,add tae as appropriate) P ❑Return Receipt(hardco* $ q ❑Return Recelp!(hardcopy S C3 ❑Return Receipt(electronic) $ Postmaflcj�v p ❑Return Receipt.(electronlc) $ ) Poy.�o r ❑Certified Mall Restricted Delivery $ Here(' •; O ❑Certified Mall Restricted Delivery $ QH 1� O ❑Adult Signature Required $ O C6 'l O ❑Adult Sipnatura Required o ❑Adan sigr anise Restricted Delivery$ T �Q o [I Adult Signature Restricted Dalivery$ P Q O Postage J C3Postage ru Total Po- - -- - -- -7 g Total POL s I June Beckstead $ Sent To' 548 3rd Street r%- Sent To Michael Curtin &Olga Kammerer C3 I 1470 Park Avenue. SireeilL Brooklyn,NY 11215 r- $"Bene Mattituck,NY 11952 - --------- �iry-S'ta U.S. Postal Service. U.S.Postal Service- E RECEIPT Ln Domestic Mail Only Domestic Mail,Only M m For delivery information,visit our website,at www.usps.corrill� FNC9AL T Certified Mall FeeIr Er Certified Mail Fee $ 201 I ExtraServices& ees(check box,•add rise as appropriate) r Q Extra Services&Fees(check box,add roe as appropriate) P ❑Return Receipt prdcopy $ P f�-Y ❑Return Receipt(hardcopy $ C3. ❑Return Receipt(electronic) $ PO - I O ❑Return Receipt(electronic) $ , O Oe�Urtark-•` r_3 ❑CertPed Mall Restricted Delivery $ C Q ❑Certified Mall Restricted Delivery $ •�, N •Here'- /�Q� C3 ❑Adult signature Required $ J Q O []Adult Signature Required $ - J ❑Adult Signature Restricted Delivery$ Pei _ 79 VS ❑Adult Signature Restricted Delivery$ 6a•J O Postage `-! �, 0 Postage - --- - - - _.,- V �. S $ rU Total Postal, 1 1 96$ rU Total Postage F _ $ ent To Marilyn Angelson y -y $ enrro E M Sheehan Family 2012 Trust �C3 Si�BeiandA, 876 Park.Avenue ;---- 0 320 Central Park W. Apt. 16 r` New York,NY 10021 N StreeiandApEi P New York,NY 10025 . ,Postal • CERTIFIED , k O ■ ■ ■ CETIFIED MAIL O ■ ■ (` Domestic m ILCKQ wu"Ull m For delivery information,visit our welosite at w Wus S.Com•> Tl- Certified Mail Fee r` Certified Mail Fee Er Er S Extra Services&Fees(check box;add fee as appropriate). $ '))4j ,a Ser ices&Fees(h $ �RTO N Extra eryces&Fees(check box,add fee esapQ ❑Return Receipt(ardcopy SPPostmO ❑Return Receipt(electronic) $ �Return Receipt(electronic) $❑Certlged Mdl Restricted Deilvery S Here r� O ❑Certified Mall Restricted Delivery $ ".1Q ❑Adult Signature Required S 'l� O ❑Adutt Signeturo Required $ .'❑Adult slornatare Restricted Delivery S OAdult Signature Restricted Delivery$o0 Postage Pe f Q� r3 Postage TrU otal I `� l $,- _ _.. _ - 1 9 r=�, a 1196a'v "i r` send 1,365'Park Avenue LLC - Erick&Jocelyn Haas rq 0 41 Hunt Farm 0 1265 Park Avwue __________________ s�eel 1' Waccabuc,NY 1-0597 _____________ Mattituck,NY_ _125152 fix"' �— PostalTM CERTIFIED , k p ■ ■ rll Domestic Only 1-� M Certified Mall 0 p I C A L U -E,7 Q-' r' $ �7�PTON Extra Services&Fees(check bar,add fee as appropriate) 0 ❑Return Receipt(hardcopy $ F O ❑Return Receipt(electronic) $ ostmark.' C ❑Certified Mall Restricted Delivery $ } Here 1� O ❑Adult signature Required $ Q Q ❑Adult Signature Restricted Delivery$ O w Q /i Cf Postage Y C ru Total Posta 1196, y r- $ Peggy Ann Whelan r-q Sent To 6123 Malloway Court SifBiienFfl Cumming, GA 30041 NUTIL 'I: Uim HtARING 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: RYAN STORK SUBJECT OF PUBLIC HEARING: Fora Wetland Permit to remove and replace in-place approximately 168 linear feet of storm-damaged concrete seawall and 68' westerly concrete return with vinyl bulkhead and return; construct new ±7' easterly vinyl return; remove and replace 3'x6' metal stairs to beach; remove and replace in-kind/in-place approximately 51 linear feet of storm-damaged timber retaining wall (±77' timber retaining wall to remain); backfill new bulkhead and re-nourish storm-eroded embankment with approximately 240 cubic yards of clean sand fill to be trucked in from an approved upland source; revegetate re-nourished and disturbed areas of embankment with native vegetation; remove existing storm- damaged concrete stairs and construct a timber stairway consisting of an upper 3'x6' steps, a 3.5'x4.5' landing, 4.5'x11' steps, a 4.5'x6.5' landing, and 3'x11' lower steps to grade; remove 566 square feet of storm-damaged deck behind bulkhead; construct a 3'x39' on-grade wood walkway with open-grate decking from proposed steps to existing gazebo; and repair storm damage to existing gazebo (e.g., replace damaged exterior siding and interior sheet rock and flooring, as needed). Located: 1140 Park Avenue, Mattituck. SCTM# 1000-123-8-1 TIME & DATE OF PUBLIC HEARING : Wednesday, April 18, 2018 — 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 NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Ryan Stork SC T M#1000-123-8-1 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 and replace(in-place)approximately 168 If of storm-damaged concrete seawall and 68'westerly concrete return with vinyl bulkhead and return;construct new+-7'easterly vinyl return;remove and replace 3'x 6'metal stair to beach;remove and replace(in-kind/in-place)approximately 51 if of storm-damaged timber retaining wall(+/-77'timber retaining wall to remain);backfill new bulkhead and renourish storm-eroded embankment with approximately 240 cy of clean sand fill to be trucked in from an approved upland source;revegetate renounshed and disturbed areas of embankment with native vegetation, remove existing storm-damaged concrete stairs and construct timber stairway consisting of 3'x 6'steps, 3.5'x 4.5'landing,4.5'x 11'steps,4.5'x 6.5'landing,and 3'x 11'steps;remove 566 sf of storm-damaged deck behind bulkhead;construct 3'x 39'on-grade wood walkway(with open-grate decking)from proposed steps to existing gazebo;and repair storm damage to existing gazebo(e.g.,replace damaged exterior siding and interior sheet rock and flooring,as needed),all as depicted on the site plan prepared by Jeffrey T. Butler,P.E.,P.C.,dated January 2,2018. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 1140 Park Avenue,Mattituck 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,March 21,2018 @ 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. Ryan Stork PROPERTY OWNERS NAME: 55 East 52nd Street, 12th Floor MAILING ADDRESS: New York,NY 10055 PHONE #: AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: 1000-123-8-2 548 3rd Street June Beckstead Brooklyn,NY 11215 1000-123-8-3 1470 Park Avenue Michael Curtin&Olga Kammerer Mattituck,NY 11952 1000-123-7-13.1 876 Park Avenue Marilyn Angelson New York,NY 10021 100-123-1-7 320 Central Park W,Apt. 16 E M Sheehan Family 2012 Trust New York,NY 10025 1000-123-2-27 6123 Malloway Court Peggy Ann Whelan Cumming,GA 30041 1000-123-2-28 1265 Park Avenue Erick&Jocelyn Haas Mattituck,NY 11952 1000-123-2-29 41 Hunt Farm 1365 Park Avenue LLC Waccabuc,NY 10597 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Herrmann doing business at En-Consultants 1319 North Sea Road _Southampton,NY 11968 , being duly sworn, deposes and says that on the 9th day of March ,20 18 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices w re mailed at the United States Post Office at Southampton , that said Notices were ailed to each of said persons by (certified)( mail. Robert E.Herrmann Coastal Managment Specialist -9th Sworn to before me this Z-- - KIM N , S TE P N E N S day of March '2018 NOTARY PUBLIC STATE OF NEW YORK COMMISSION N0 , 5015931 OUALIFIED IN SUFFOLK COUNTY NotaqUblic EXPIRES ALU ST 1 . Z0�'� o t U.S. Postal Service CERTIFIED MAILD ■ Domestic Mail Pnly Ln to cc M I -0 . . 0FF9C9ALz.: m ; . ' 0- FF9C9AL USE r- $eRnied Mail Fee /�� O�0 N Certified Mall Fee ?'Ti` O/V A i__ - Y $ t� I Extra Services&Fees(cneck oar;add roe e9 aPPre �v 1 fj F-xtra Sery ces&Fees(check hw6 add tee as OPprOpdete) 1 r 0 ❑Return Receipt(hardcop»•, $ Y f• (]- r ❑Return Receipt(hardwplA $ �•(. Postmark` O ❑Return Receipt(electronic) $ A Postmark (� r3 ❑Return Receipt(electronic) $ Cerlitled Mall Rertrlctad Delivery $ `'�Htire J r3 ❑Certified Mail Restricted Delivery $— _3 Ap�H�fe� '-❑ Q ❑Adult Signature Required $ O Q ❑Adult Signature Required $ � ❑Adult Signature Restricted Delivery$ ❑Adult signature Restricted Delivery$ \ `(�• ` O Postage O Postage 6 ru Total. ----- - --— -------_ �.,' ru Total Pc.'_, L Michael Curtin&Olga Kammerer r` sent June Beckstead =- Sent70 Park Avenue r` 'q 548 3`d Street 11952 C3 stieei ------ oattituck;NYBrooklyn,NY 11215 ----_ -1 ' • j Postal Service" CETIFIED t CE . , k . . . k O . ■ ru Domestic Mail only 'Domestic Mail 0!7/Y Ln Ln F F I C A L USE FFiCO L USE, Ir $Certified Mail Fee Certified Mail Fee Extra Services&Fees(check bar•add fee as epproptata) /•(�N Extra Sery ces& ees(check bar•add lee m eppopdata) 0 ❑Return Receipt(hardcopy $ /Q 1- !Y f. - C3 ❑Retum,RecelPt(haWcopy) 0 ❑Return Receipt(electronic) $ p E]Return Receipt(elecbwlc) $ )--. PoskrLaAZ� I= C1 Certified Mail Restricted Delivery s c�C' re �p ❑crooned Mail Restricted oemren $ nHer��11,, U) 13 El Adult Signature Required $ `C - c� N C ❑Adult Signature Required $ Q Q\` ,�'.;� /a- ❑Adult Signature Restricted Delivery$ F"' i 3' •r" Q L ❑Adult Signature Restricted De Ivo!!$ e a g Postage O Posta —---- --- -- -- — - - - r1 �aQ. _ O $ - �viP �" � $ i1y nJ Total Postal •, Total P J $ Marilyn Angelson 119 $ . EM Sheenhan Family 2012 Trust ._ Sent To r a 876 Park Avenue sentry 320 Central Park W,Apt. 16 New York,-NY 10021-- Sveefi. New York,NY 10025 ---------- Ciy,,Siete r ciry;Si rInslirti6lions :.r r i - U.S. ' • ' o - ` @ RECEIPT CERTIFIED MAIL@ RECEIPT', !r-1 CERTOEQ,MAIL ID Domestic Only Er Domestic Mail Only Lr) S M m e%0# FE9T0AL USE I OFFICOAL USE I- Certified Mail Fee rl-- Certified Mail Fee Er tr J' $ -r $ ^A, Extra Services&Fees(check Dox;add lea es appropdare) Extra SeryC8S& eeS(check box,add lee as eppropdate) {�\,.J I v N� 0 [I Return Receipt(hardcopy) $ '`O N [_30 Return Receipt(hardcopy $ \ r.3 ❑Return Receipt(electronic) $ �Q O I= ❑Return Receipt(electronic) $ tZ- Postmark O ❑Certified Mall Restricted Delivery $ Har& O ❑Certified Mail Restricted Delivery $ x HereR O ❑Adult Signature Required $ 0 ❑Adult Signature Required $ r- ) (� ❑Adult Signature Restricted DeiWery$ r�� ❑Adult Signature Restricted Delivery$ "1 A Q C3 Postage � Q Postage :J �P co F rU Total Poe--- - -- �� J� rrUU C. Total Por r- $ Peggy Ann Whelan 1196 r%- $ Erick&Jocelyn Haas r-qSent To Sent To 0 6123 Malloway Court o 1265 Park Avenue __ streeiani Cumming, GA 3004] (r` sieetar Mattituck, NY 11952 pity ffitetE Ciry'$I -r rrr Postal CERTIFIED o RECEIPT m Domestic Mail Only FOr delivery information,visit our website at www.usps.cornO. lu Certified Mail Fee / 0 N N� .� $ �`� Extra Services& ees(1hackbox,add fee es appro ❑Return Receipt(hardtop» $ r U�� O ❑Return Receipt(electronic) $ Park L7 0 ❑Certified Mall Restricted Delivery $ r ♦`` 'Here C3 ❑Adult Signature Required $ -- ❑Adult Signature Restricted Del"$ . O Postage -0 mTotal Pr - <. $ 1365 Park Avenue_ LLC sent ro 41 Hunt Fam C3 soave' Waccaubuc,NY 10597' , NOTICE OF HEARING 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: RYAN STORK SUBJECT O F PUBLIC HEARING : For a Wetland Permit to remove and replace in-place approximately 168 linear feet of storm-damaged concrete seawall and 68' westerly concrete return with vinyl bulkhead and return; construct new ±7' easterly vinyl return; remove and replace 3'x6' metal stairs to beach; remove and replace in-kind/in-place approximately 51 linear feet of storm-damaged timber retaining wall (±77' timber retaining wall to remain); backfill new bulkhead and re-nourish storm-eroded embankment with approximately 240 cubic yards of clean sand fill to be trucked in from an approved upland source; revegetate re-nourished and disturbed areas of embankment with native vegetation; remove existing storm- damaged concrete stairs and construct a timber stairway consisting of an upper 3'x6' steps, a 3.5'x4.5' landing, 4.5'x11' steps, a 4.5'x6.5' landing, and 3'x11' lower steps to grade; remove 566 square feet of storm-damaged deck behind bulkhead; construct a 3'x39' on-grade wood walkway with open-grate decking from proposed steps to existing gazebo; and repair storm damage to existing gazebo (e.g., replace n damaged exterior siding and interior sheet rock and flooring, as needed). Located: 1140 Park Avenue, Mattituck. SCTM# 1000-123-8-1 TIME & DATE OF PUBLIC HEARING : Wednesday, March 21, 2018 — 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 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local 1 Waterfront Revitalization Program.:A proposed action will be evaluated.as to-its sig rii-fcant J dhefi'cial:and adverse-effects tipoii the_coastal-area;(which.includes:all.of Southoil d.Towa). 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.;,Ttius*,:'ea'cti:enswer:must;b;a ezplai'ded':in-:d"etail-,,aistifi .:bo;tti_suppo tin�.and.n"on= .sup, orains?-factc- f an action cannot be certified as consistent with th`e LWRP-policy standards and 1 conditions,it-shall-not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local ! libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 123. -.. 8 1 -- PROJECT NAME Ryan Stork_- The Application has been submitted to (check appropriate response): Town Board Planning Board 0 Building Dept. Board of Trustees Category of Town of Southold agency action (check appropriate response): 1 (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) 1 (b) Financial assistance (e.g. grant, loan, subsidy) El IKA (c) Permit, approval, license, certification: Nature and extent of action: Remove and replace(in-place)approximately 168-]f ofstotffi=&ffftg4concrete seawall and 68'westerly concrete return with vinyl bulkhead and return;construct new+-7'easterly vinyl return;remove and replace 3'x 6'metal stair to beach;remove and replace (in-kind/in-place)approximately 51 if of storm-damaged timber retaining.wall(+/-77'timber retaining wall to remain);backf u-new bulkhead and renourish storm-eroded embankment with approximately 240 cy of clean sand fill to be trucked in from an approved upland source;revegetate renourished and disturbed areas of embankment with native vegetation;remove existing storm-damaged concrete stairs and construct timber stairway consisting of 3'_x 6',steps,3.5'x 4.5'landing,4.5'x 1!'.steps,-4.5'x 6.5'landing,and 3'.x-11' - - steps;remove 566 sf of storm-damaged deck behind bulkhead;construct 3'z_39'on-grade wood walkway(with open-grate_decking) from_propwed steps to existing gazebo;and repair storm damage to existing gazebo(e.g.,replace damaged exterior siding and interior sheet rock and flooring,as,needed),all as depicted_on_the site plan"pr epared_by_Jeffrey.T.Butler,P.E.,P C.,dated January.2,2018.-, Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The project seeks to replace an existing,permitted concrete seawall and return(see Town Wetlands Permit No. 8527)and secondary timber retaining wall with a new vinyl bulkhead and timber retaining wall in the same locations to maintain the property's historical method of shoreline stabilization and protection against erosion and flooding.The existing,developed site has been improved with and supported and protected from flooding and erosion by a bulkhead since prior to 1977,and there is no viable non-structural alternative means of maintaining and protecting the upland portion of the property in its current location. Without replacement and maintenance of the bulkhead the subject and adjacent properties would be exposed to severe erosion,flooding,and damage to the residential structures located thereon. Therefore the project is consistent with Policy 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 The project is consistent with the goals of Policy 5 to the extent that a substantial volume of concrete will be removed from surface waters and replaced with untreated vinyl sheathing;approximately 566 sf of storm-damaged treated decking located between the bulkhead and retaining wall will be removed;and a new on-grade walkway located between the bulkhead and retaining wall will be constructed with open-grate decking. 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 i As a result of the project,the storm eroded embakment that has been denuded of vegetation will be renounshed and replanted with native vegetation;a substantial volume of concrete will be removed from surface waters and replaced with untreated vinyl sheathing; approximately 566 sf of storm-damaged treated decking located between the bulkhead and retaining wall will be removed;and a new on-grade walkway located between the bulkhead and retaining wall will be constructed with open-grate decking. Therefore,consistent with Policy 6,the project has been designed to restore and protect the quality and function of the vegetated embankment and avoid any potential adverse impacts on the adjacent unvegetated wetlands area and tidal waters of Great Pecomc Bay. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ® Yes ❑ No❑ Not Applicable Insofar as Policy 9 can be applied to the current project,the project is consistent with Policy 9 because the proposed project will in no way impede or preclude public access along the adjacent shoreline. Attach additional sheets if necessary WORKING COAST POLICIES Location of action: 1140 Park Avenue,Mattituck Site acreage: 137,087 sf Present land use: Residential,one-family dwelling. Present zoning classification:R-40 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: Ryan Stork (b) Mailing address: 55 East 52nd Street, 12th Floor New York,NY 10055 (c) Telephone number: Area Code 212-810-5300 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No❑ If yes, which state or federal agency?NYSDEC,USACE,NYSDOS C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable t Policy 10. Protect Southolu , water-dependent uses and prom ote'siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 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 ® Not Applicable PREPARED BY TITLECoastal Management specialist DATE 2/13/18 Robert E. H . ann Amended on 811105 EN-CONSULTANTS February 16, 2018 Town of Southold Board of Trustees 54375 Main Road Post Office Box 1179 FEB 1 6 2018 Southold,New York 11971 Re: Ryan Stork 1140 Park Avenue,Mattituck SCTM#1000-123-8-1 Dear Board of Trustees: In regard to the above referenced property,enclosed are the following for the Board of Trustees review: I Four(4)Wetland Pen-nit Applications including: a) Short Environmental Assessment Form; b) Authorization &Affidavit Forms; c) Applicant/Agent/Representative Transactional Disclosure Forms. 2. Four(4)LWRP Consistency Assessment Forms. 3. Four(4)project plans prepared by Jeffrey T. Butler,P.E.,P.C.,dated January 1, 2018. 4. Four(4)surveys prepared by Peconic Surveyors,P.S., last dated March 22, 2017. 5. One(1)set of site photographs. 6. Application fee of$250.00. 1 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. ly, Sincer , 'y Ro ACet. Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting