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HomeMy WebLinkAboutTR-10542 Glenn Goldsmith,President ®F S®�/,� Town Hall Annex A. Nicholas Krupski,Vice President ,Lod ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples 1'®� � Fax(631) 765-6641 C®101Vl�e`` BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT #10542C Applicant/Agent: L.K. McLean Associates Permittee: EAST END SEAPORT MUSEUM & MARINE FOUNDATION, LONG BEACH BAR BUG LIGHTHOUSE SCTM#: 1000-132-1-31 Project Location: Off End of Long Beach Bar in Gardiners Bay, Orient Date of Resolution/Issuance: July 16, 2024 Date of Expiration: July 16, 2027 Reviewed by: Southold Town Board and Board of Trustees DESCRIPTION OF ACTIVITY: to construct a new pier by saw-cutting and removing existing .concrete within footprint of proposed timber pier, remove±148' of existing timber pier and replace with an 8'x40.75' (±322sq.ft.) greenheart timber pier, stepping down to an 8'x16.4' (132sq.ft.) fiberglass-grating pier at lower elevation and situated in an "L" configuration; install 94 linear feet of timber railing around the perimeter of the pier, 40' long fender pilings evenly spaced around the perimeter of the pier, and three (3) aluminum marine ladders; replace four (4) two-pile dolphins while shifting them slightly to the east to accommodate the new location of the pier; install one (1) five-pile dolphin; install a new 19.5' wide wave screen using 10' long 3"x10" greenheart timber boards connected to three (3) 8"x8" greenheart timber wales and (3) 12" long steel brackets, and then fastened to 35' long HP 14x102 steel piles, placed at 6' on center; and to construct a new walkway path around the existing building with approximately 113 cubic yards of heavy granite stone over an area of 787sq.ft.; the stone will lay flat and will allow the visitors to walk around the lighthouse; and as depicted on the site plan prepared by L.K. McLean Associates, P.C., received on March 1, 2024 and stamped approved on May 9, 2024. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: (apply if marked) In accordance with Chapter 111-15 Erosion Protection Structures: N/A A maintenance agreement is attached hereto and is a necessary special condition of this permit. BY: 4" Glenn Goldsmith, President Board of Trustees JUL 2 3 2024 Southold Town Board of Trustees Office of the Town Attorney Town of Southold Town Hall Annex, 54375 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone: 631-765-193 9 Facsimile: 631-765-663 9 MEMORANDUM To: Glenn Goldsmith, Trustees From: Amy Schlachter, Confidential Secretary Date: July 2024 Subject: CEHA Decision — East End Seaport Attached please find the Town Board Decision. Thank you! RESOLUTION 2024-644 >06t SCHEDULED DOC ID: 20458 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2024-644 WAS SCHEDULED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON JULY 16,2024: WHEREAS, applicant East End Seaport Museum appeals to the Town Board, in its capacity as Coastal Erosion Board of Review, following a denial by the Board of Trustees of a Coastal Erosion Hazard Area(CEHA) Permit for proposed removal and replacement of existing timber pier with new pile support pier containing fiberglass grating to be located at Long Beach Bar Lighthouse, Orient,New York(SCTM# 1000-132-01-31)under Section 111 of the Coastal Erosion Hazard Area Law(The ?Law?); and WHEREAS, on May 8, 2024, applicant submitted an application to the Town Board of the Town of Southold seeking to appeal the determination of the Board of Trustees, or in the alternative, seeking a variance from the requirements of the Law; and WHEREAS, on July 2, 2024 the Town Board conducted a duly noticed public hearing on the instant.appeal with an opportunity for all interested parties to be heard and testimony was taken of the applicant?s consultant; and WHEREAS, the application has been reviewed pursuant to Chapter 268, Waterfront Consistency Review of the Town Code and the Local Waterfront Revitalization Program; now,therefore, be it RESOLVED that the Town Board of the Town of Southold hereby finds that the proposed action is classified as a Type II Action and is not subject to review pursuant to SEQRA Rules and Regulations for this action; and be it further RESOLVED that the Town Board of the Town of Southold does hereby adopt the Findings and Determination dated July 16, 2024, granting the application of East End Seaport Museum for a Coastal Erosion Hazard Area permit pursuant to ?111-20 of the Town of Southold Coastal Erosion Hazard Area Law; and be it further RESOLVED that this Determination shall not affect or deprive any other agency of its properly asserted jurisdiction, separate and apart from the proceedings under the Coastal Erosion Hazard Areas Law considered herein. Denis Noncarrow Southold Town Clerk 2 ® IS W ' D JUL 2 3 2024 Southold Town Board of Trustees COASTAL EROSION HAZARD BOARD OF REVIEW TOWN BOARD: TOWN OF SOUTHOLD -----------------------------------------x In the Matter of the Application of DETERMINATION FOLLOWING PUBLIC HEARING of E13o � WE EAST END SEAPORT MUSEUM -----------------------------------------x JUL 2024 PRESENT: Albert J Krupski, Jr., Supervisor Town Louisa P. Evans, Councilwoman rustees Jill Doherty, Councilwoman Brian O. Mealy, Councilman Greg Doroski, Councilman Anne Smith, Councilwoman APPLICANT: East End Seaport Museum, c/o L.K. McLean Associates Engineering & Surveying, 437 South Country Road, Brookhaven,New York. LOCATION: Long Beach Bar Lighthouse, Orient,New York SCTM# 1000-132-01-31 ZONE: Navigational Lighthouse/Institutional Cultural Facility. RELIEF REQUESTED: Appeal of Administrative Decision of the Board of Town Trustees under Chapter 111 of the Southold Town Code, for proposed removal and replacement of existing timber pier with new pile support pier containing fiberglass grating to be located within the Coastal Erosion Hazard Area. DETERMINATION: The determination of the Southold Town Board of Trustees is reversed and the application for a Coastal Erosion Hazard Area(CEHA)permit is hereby approved as a Type II action under SEQRA. PROCEDURAL HISTORY Upon the application of East End Seaport Museum for a permit to remove and replace an existing timber pier within a Coastal Erosion Hazard Area (CEHA), for the purpose of support and access to this navigational lighthouse, the Southold Town Board of Trustees conducted a public hearing on April 17, 2024 The record included the submissions of L.K. McLean Associates Engineering & Surveying on behalf of the applicant, in addition to the written comment of the Local Waterfront Revitalization Program(LWRP) Coordinator. On April 17, 2024, the application of East End Seaport Museum for a CEHA permit was denied. Applicant now appeals that determination to the Town Board, acting in its capacity as Coastal Erosion Hazard Board of Review. Unrelated to this proceeding, the record also indicates that the companion application of East End Seaport Museum for a wetland permit to conduct the requested activity was approved by the Board of Trustees action of April 17, 2024. In accordance with Town Code Section 111-25, East End Seaport Museum appealed the denial of its request for a CEHA permit to the Town Board in its capacity as the Coastal Erosion Hazard Board of Review. The public hearing on this request was conducted on July 2, 2024. The record includes the underlying record of the Board of Town Trustees, in addition to the multiple,written submissions of the applicant including its Application for Appeal dated May 8, 2024. The record also includes the testimony taken on behalf of the applicant at the time of the public hearing on appeal. On July 16, 2024, the Board voted unanimously to reverse the determination of the Board of Trustees and to grant the requested CEHA permit, under the specific considerations presented. DETERMINATION ON APPEAL Upon all of the evidence submitted and the testimony adduced at the public hearing conducted in connection with this application, and upon due deliberation thereon, the Town Board, in its capacity as the Coastal Erosion Hazard Board of Appeals, hereby fmds as follows: FIRST: The East End Seaport Museum proposes the removal and replacement of the existing timber pier with a new pile supported pier at the Long Beach Bar Lighthouse located off of Long Beach Island in Gardiner's Bay. The lighthouse is utilized as a navigational aid around the existing sandbar located between Gardiner's Bay and Orient Bay and was originally constructed in 1871. The lighthouse is owned by the applicant and is also utilized for cultural and educational purposes. The proposed action will reinforce the foundation of the structure and allow for better access by boat. SECOND: By decision dated April 17, 2024, the Board of Trustees granted the Wetlands permit for the proposed action but denied the CEHA permit because of the location of the proposed activity within the Coastal Erosion Hazard Area. THIRD: The applicant is therefore before the Town Board seeking an appeal from the denial of the Board of Trustees dated April 17, 2024. As such, the W D E® E � � � � L JUL 2 3 2024 application is considered under Section 111 of the Town Code. That Chapter designates the Town Board as the Coastal Erosion Hazard Board of Review, requiring it to decide appeals that the Trustees erred in applying the following criteria: 1 A. No reasonable,prudent, alternative site is available. B. All reasonable means and measures to mitigate adverse impacts on natural systems and their functions and values have been incorporated into the activities design at the property owner's expense. C. The development will be reasonably safe from flood and erosion damage. D. The variance requested is the minimum necessary to overcome the practical difficulty or hardship which was the basis for the requested variance. E. Where public funds are utilized, the public benefits must clearly outweigh the long-term adverse effects. [Southold Town Code § 111-20] AVAILABLE, REASONABLY PRUDENT ALTERNATIVE SITES FOURTH: The Board accepts the testimony offered on behalf of the applicant that the proposed development is required to ensure the continued viability of the navigational lighthouse and its continued use as a cultural and educational resource. ALL REASONABLE MEANS OF MITIGATION HAVE BEEN INCORPORATED FIFTH: The Board notes that while the replacement pier (453SF) is proposed to be larger than the existing pier(148SF),that the replacement pier will be constructed with fiberglass grating, which will allow natural light to pass through to minimize impacts to wetlands and marine vegetation. In this regard, applicant's representatives contend that all reasonable means of mitigation have been incorporated into the development plan. THE DEVELOPMENT WILL BE REASONABLY SAFE FROM FLOOD AND EROSION DAMAGE. SIXTH: According to applicant's representatives, the proposed action includes the installation of a new timber wave screens in an effort to protect against wave action. In addition, 113 cubic yards of heavy granite stone will be placed to support the lighthouse foundation. Upon consideration of the ® t6 0 JUL 2 . 2024 record, the Board is satisfied that the proposed development plan is intended to be reasonably safe from flood and erosion damage. THE RELIEF REQUESTED IS THE MINIMUM NECESSARY SEVENTH: In determining the minimum relief necessary, applicant must establish that the size and scale of the development proposal in a protective area is the minimal relief necessary to overcome the hardship or practical difficulty. East End Seaport Museum seeks to take action to strengthen this important marine navigational aide lighthouse for the common good, and to provide for better accessibility to the structure for cultural and educational purposes. The Board accepts that the proposed action is the only method of achieving those goals. As such, the Board finds the proposed activity to represent the minimal relief necessary. CONCLUSION In accordance with the powers vested with this Board pursuant to §220-24 of the Code, as the Coastal Erosion Hazard Board of Review, to hear, approve with modification or deny requests for variances or to affirm, wholly or partly, or modify the order, requirement, decision, or determination of the Administrator, by written decision, after public hearing,the Board hereby concludes as follows: The Administrative determination of the Board of Trustees is hereby reversed. Applicant's request for a Coastal Erosion Hazard Area Permit to conduct the work identified herein is hereby approved. Therefore, upon motion duly made and seconded, the members of the Board present and having voted to reverse the determination of the Board of Trustees and to grant the appeal, the application for a Coastal Erosion Hazard Area Permit is hereby granted as a Type II action under SEQRA. Dated: July 16, 2024 Albert J Krupski, Jr., Supervisor V E* MDL � 2024 Southold Town Board of Trustees I - ' J _ N xo esaare . aoorro om ^�e' 1 O B!S N T H A R'B 0_8 e,• �•,; s'' .a: IT -.a o a D INDEX -••� � .• < •n `� »� a • DV • SHEET NO. DESCRIPTION •� %%/ _ a \\�� / 1 TITLE SHEET %/ .y ,R m�n ••_' \��� G A R D' I N E R S a 2 EXISTING CONDITIONS PLAN -'•` �� n 3 GENERAL PLAN '9P', •o°e _ %1,• •• m ��� n „ 4 TYPICAL SECTIONS - 1 5 TYPICAL SECTIONS - 2 APPROVED �Y � m - PROJECT LOCATION 6 TYPICAL SECTIONS 3 A Y a 7 TYPICAL SECTIONS - 4 OF-TRUSTEES °` �' " :.BOARD 'fin• � �/ \ 6 MISCELLANEOUS DETAILS - 1 j rl °iris' - 9 MISCELLANEOUS DETAILS - 2 TOWN OF SOUTHOLD ;-. H••D•• DATE �.�,��. ��.► . ..2°Z�.� '1 . A e ° - '� ' .,. �� qs• it,.t I � o a ! ob b b _ a mECE' ' n bS. wraT Nacr ';'• .m . n - = i n N • / N L N i MAR — LOCATION MAP 1000 i 0 1000 2000 — 3 SCALE 1'=1000 FT - Southoid Town epardofT o _ .i PERMIT PLANS FOR RECOMMENDED BY: LONG BEACH BAR BUG LIGHT HOUSE DATE: SUFFOLK COUNTY m ROBERT STEELE. P.E. - NYSPE Lic. No. 077397 L. K. MCLEAN ASSOCIATES, P.C. ORIENT, NY CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NY 11719 0 J a E °v GN N -_ W THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS FEBRUARY 2024 1 o ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS N 4 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS rT'S UNDER 00 THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE N 0 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER v5 m MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF D THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). LKMA PROJECT NO. 23168.000 CL ' IFS - � I * I' ' PHOTO NO. PHOTO NO. 2 �I A 4 6 3 x PHOTO NO. 3 PHOTO NO. 4 PHOTO 3 EXISTING CONDITIONS i SCALE 1"=30' (22"X34") SCALE 1"=60' (11"X17") L� IA W >F1 LEGEND Q 153 NUMBER & DIRECTION OF DATE BY DESCRIPTION APPROV. BY PHOTO TAKEN REVISIONS ui a TOWN OF SOUTHOLD .. GRAPHIC SCALE a PROPERTY LINES 10 0 5 10 20 30 A ' SUFFOLK COUNTY, NEW YORK a n PHOTO N0. 6 LONG BEACH BAR BUG LIGHTHOUSE (4 _ ( IN FEET ) �c 1 INCH = 20 FT. p w EXISTING CONDITIONS PLAN N 0 N L. K. McLEAN ASSOCIATES, P.C. O p N p CONSULTING ENGINEERS 437 SOUTH COUNTRY RO.,BROOKHAVEN,NY 11719 O 00 WATERBODY: DESCRIPTION: DATUM: Designee By: KJM soole: AS SHOWN sheet No. REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t D.—By: DCR Dote: FEBRUARY 2024 2 OF 9 STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t APR,ovea By: RAS File No.23168.000 a PROPERTY LINE NOTES.\ \\ .-„ \PROPOSED HEAVY GRANITE STO 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011) AND THE VERTICAL DATUM IS REFERENCED TO 1 \ ' ', 1 LAID FLAT FOR WALKING SURFACE z \ PROPOSED FIBERGLASS GRATING NAVD88 (GEOIDI2A) THROUGH THE USE OF RTK GPS. 1 (MATCH EXISTING CONCRETE \ 1 \ 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN WALKWAY ELEVATION A ROXIMATE \ \ THE NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. IMIT OF 1 i ` ULDERS _ LZ z 3. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND PROVIDE TWO WEEKS NOTICE TO EXISTING 1T BER PIER 7'CI OWNERS/OCCUPANTS IN THE VICINITY OF THE PROJECT LIMITS. BE REMOVED AND\ DISPOSED OFF (148tSF)\ X-.. � 4. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY REMOVED TO AN APPROVED UPLAND AREA FOR DISPOSAL. NO DEBRIS IS PERMITTED IN WETLANDS AND/OR ,I''�-��z ` PROTECTED BUFFER AREAS. -,- _ / -- ��� ,� � i 5. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. z� ; 6. SAWCUT AND REMOVE EXISTING CONCRETE WITHIN FOOTPRINT OF PROPOSED TIMBER PIER. ''� - �; ��_ ���'\� _ _ �� tis 7. REMOVE 148t SF OF OPEN PILE TIMBER PIER AND INSTALL 453t SF OF OPEN PILE TIMBER PIER. I 8. REMOVE AND REPLACE FOUR 4 2-PILE DOLPHIN STRUCTURES. Xss // / ' , / �� '`� `' _ - --- \ \ ` `\� i"`7 x a 9. INSTALL ONE (1) 5-PILE DOLPHIN STRUCTURE. ��/ ' i \ ` \`�`��`\ 1 z-,a PROPOSED ALUMINUM / .'�'ii / •t'' N `X>X `• \`` i',. MARINE LADDER TYP. / ( ) 10.INSTALL APPROXIMATELY 113 CY OF HEAVY GRANITE STONE OVER AN AREA OF APPROXIMATELY 787 SF. FLR. 1 z<.z�' - / \ -,s EL�. t CONCRETE - 1' I C17NC WALK LEGEND WA - ��I II '1 \\ 1' 11 I I( , I I I ys\ 1, N D � �..: "-''1 „ - 1 3 S TOR Y 13'-0"t 34'-914"t . 1 PROPERTY ONES 11 ``� ` - - ✓ , - 'al 1 I ., \\ „ P+ PROPOSED 3"X8" GREENHEART i ' 1 � ' � xy,_-_ s�\\�.` 1,1, 1 � m r 1 / µ -s DECKING PIER (322tSF) / 1 ' ; ; 3 CONC, X, 1; / r , I � i 1 - LIGHTHOUSE CONC. �`i z vs PROPOSED FIBERGLASS GRATING REMAINS I I : : z�s (131 tSF) FENDER PILE W/LINE PROPOSED WAVE SCREEN (19.5tLF) RITE FENDER SYSTEM CONCRETE FOUNDATION i; „''' cif/ �� m (TYP.) _ I I w� w� wX� PROPOSED RAILING (94tLF) i 1 L -6 t (SEE O I CONC. WALK '��, / , , - 6. t - --- -- / ', X ', PROPOSED FENDER PILE WITH 0 UNERTTE FENDER SYSTEM (10 EACH) cn I I 1 I l i I I i I r , , , \` --- it i' it i i,'11 X 7aiX ks 4$7 ` `1 - ----------- _ __ __ _ _ _ l bROPOSED 19.5 LF WAVE SCREEN .� PROPOSED ALUMI,UM MARINE / _ 11, .-u 11 '� `� ` '1 \ '1 ` "" s•----------------------------- -- - / r ' '` +' X-., LADDER 3 FACH `, \I `, 1` \ \ , \ `, ` -- _ --------" "-" ','' �\ , X-'e I ,PROPOSED 3"X8" " PROPOSED HEAVY GRANITE STONE 1 \ , / i �` I 1 ° \Ip',�` ,`, 1`` 1 ` ------- -* APP � '//� 40'_3"}' I X+s X-`� `- i GREENHEART DECKING PIER (113tCY OVER AN AREA OF 787tSF) a --- ----------"' .-- --2D°II P 9F-- �' /1 Xu ` �' - ' •-� PROPOSED FENDER PILES —� ---BB6V.DEBS"---'-� - "1 - z•' PROPOSED 5 PILE DOLPHIN ( EACH)- --'--- _ _ - ;--- f - -11 -- — I ` `� �`.--- � _ --- _----'"'--- --"-'"--" � '_ � t -__- �x'; PROPOSED 5 PILE DOLPHIN (1 EACH) --" I rn �\ -__- __---- -- '" ' z�-' I REFIOVE AND DISPOSE '' -u I OF EXISTING FENDER IS M COASTAL SHOALS, BARS, AND MUDFLATS PILES (TYP.) I 7 LITTORAL ZONE z ' PROPOSED FENDER L L X v MATCH EXISTING EL 8.36t i '" x I�i1-90 PILE (TYP.) _ -�� EtVE H.W. EL 1.�SOtJX Xis` JPROP08ED 8"0 GREENHEART X-.r " X b / c.7 PILE FASTENED TO STRINGER X-'� ; 1,1 C AND EIISTING CONCRETE 'S M GARDINERS B A X- X„ I,] •> M.H.W. EL. 0.98f .ter' - , X. U 1 m M.L.W. EL. -1.54t ��AR - 1 202t PLAN APPROVE BY SCALE 1"=10' (22"X34") EXIE� C cQ SCALE 1"=20' (1 1"X17") Souftld Town ER�40FE STEE5 OfTTUS m INVENTORY MAP (TYP.) TOWN OF SOUMOW 10 0 10 20 DATE BY DESCRIPTION APPROV. BY o REVISIONS il/n� SCALE IN FEET okt� 1� GV� 20 0 20 4o SUF OvLK COUNTY, NEWYORK CL A A laV = SCALE IN FEET LONG BEACH BAR BUG LIGHTHOUSE 0 w GENERAL PLAN I rn N C, L. K. McLEAN ASSOCIATES, P.C. O N q CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN.NY 11719 16 00 WATERBODY: DESCRIPTION: DATUM: Dwsg wd gy KJM scale: AS SHOWN sheet No. REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER. TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t Draw"By: DCR Date: FEBRUARY 2024 3 OF 9 D_ STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Approved By: RAS Fb No.23168.000 IIIIIIIOIIIINIIIIII IIIIININIIIIIIIIII IIIIIINININIIIIIII II'I II IIII NOTES: IIII�U �VJII 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011) AND THE VERTICAL DATUM IS REFERENCED TO NAVD85 (GEOID12A)THROUGH THE USE OF RTK GPS. 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN THE NYSDEC PERMIT TO ENSURE COMPUANCE DURING THE TERM OF THE PERMIT. �. 3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY II I REMOVED TO AN APPROVED UPLAND AREA FOR DISPOSAL NO DEBRIS IS PERMITTED IN WETLANDS AND/OR PROTECTED BUFFER AREAS. Ilr"II IF111 I 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. 5. SAWCUT AND REMOVE EXISTING CONCRETE WITHIN FOOTPRINT OF PROPOSED TIMBER PIER. 6. 3"XB" DECKING SHALL BE FASTENED TO STRINGERS WITH (2) 6' LONG SOWS SCREWS AT 1"FROM THE / \ OUTSIDE EDGE AND 1.75"OF THE ENDS OF EACH PLANK (DRILLED AND COUNTERSUNK). 'EEREMOVE 148t SF OF OPEN PILE TIMBER PIER AND INSTALL 453f SF OF OPEN PILE TIMBER PIER. / 1 �. .� I _ \ 8. INSTALL APPROXIMATELY 113 CY OF HEAVY GRANITE STONE OVER AN AREA OF APPROXIMATELY 787 SF. 9. 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CAp®3D' SEE RAIC` EL 8.5t MATCH DUSTING CONCRETE 0 S 3'XB" EXISTING .. ...... .... 18 _ _ _. _.WALKWAY�ELEVATION}___ __ ._..._._ _CONCRETE PATH_. .......__..._................._..._....�_—_ ... _ ._ ..._...... _ _ _ __ _ ____.DETAIL)..... GREENHEART DECKING(SEE _______.__..___.___.______........__.._..........._.._._.____........._.._.._...._.._..__....._._._._.._._.. .._..._._...._...__...__.__TOREMAIN.__.. .__._.....,__....._.__._..._____.._._.__._.._.___......__...._...____.._____..._._.__...... __...._....__._.... ...,_..__....______._.._........ ............... .............................._..._..___._ _.._._.__.___.._..__._.__... ._... ....._......._... ._....... ..........._.__...._.._____...._.........._.._..__......... .........__-.......__..__...__...NOTE_6)....__..__..__........._..._........__....._..___..._. 16 -......_.__._..._..._............._. _,_.__..._....__......_..___._._.....__....._........._......_...._................._................_.._.......__.._.._......._.... .___...._.__..._.._........._.._._._...,...__.__.__.......___._.........._ _._._................._.__....._......_____.-.._.._._ _...... __................__.____.._-__.__........_............... ..................._............... ... _....._.............................______.___...._...-............_..--.. ................. .................._-._._...._....._...__........I... ........._...................._.._...__..._ _................. _................._...._......._........... ._..__.._. - "x4'IPE POSTS r ...... ........... ... ........TON-HEAVY-ARMOR. . ...........__...................___.._ _..._...... ............_..,..............._..._._........__..__...._... _............ .. .. ._........ -ROPOSEO..DNERTTE.FEN ...._........ BOARD SYSTEM GRAN LAID FLAT FOR WALKING SURFACE (TYP.) (113tCY..OVER...AN...AREA'OF 787t5 ........ .___.... .......... . ...... ............... .. ._._.... r_ .._.......... - -- ....... ..... ....._.. ........._..__-..._........ ... _ ................_......___ ...... ...... ... ._...._._.. .......... .. .......................... _-............__............... ........ ...... ..,........._........_..._._..._..... ....._............._..................._.._..... ._...._._..... ...._ _ ... ... .. .........._..._..._......................_..... ............. 12 .. ..............._..... .. .. ............._.._........... ... .. .... ..... ..... .. _ I ..... _.__ _ -- - - - ......... 3'FIBERGLASS GRATING-) .................... ... ....._.._. ....... ._.. ................... .... .............__...._.._..._..._ ..._. ...................._. .. ........_....................... .. .... ._.......... ...................__........ ...... ...._. _. ..._..................... ................._............_...... .._........... ._._...._.... ......... .......... ......... ..__._....__................. _ ......._._ _ .. ...STAIRCASE SECTION E ST E SEE E 3 ...... _.. ._ .............__.... .....__............_.__...._...._FILL.VOIDS ALONG BLBS STONE ...... -0. .. ... - ............._.. SIDES WITH W=500 LBS STONE ............ .. .. ..... ... .......... ..... .... TOP OF EX PILE El . N 3 6 CREMOVE AND RESEi�E)LISRNGARMOR — ' -TOP"OF PROPOSED�DECKING"EL"B'6B£� Q ._..... .. .. ..._. .. ..._.._.........STONE AS NECESSARY TO'fACILTTATE ......_.._.__...__......._ _.—_......_........... .....yam...._....._...' `_._...._ .. _......_......_.-_...._ _ ._...._.._-._._.__...._....____. ._...._.__.__.._._..__.. ........_........................ ......... ... .. ....._..... ......._.... ___. -_ _ _ __ _ _ _ ___ PLACEMENT OF PERIMETER WALKWAY STONE _ - ' 6 .._..... ......._........._.. ......... _. ._. ETER.... .._.... ...._......................_...... .......... .............................._...... _.._. ............. _.... - _.. _._. -..� _ .._ _ � ... - - ....... - aB--GREENHEARi..STRINGERS ........_. SEE NOTE 9 ®24"O.C.MAX.W H8 S.S ( ) W ` J .. ... .. __ .. .. - HURRICANE STRAPPING_(').....__ / I I ------- 2 _.... /l _ ..... .. _. \ 8'XB"GREENHEART_....... _.... v O \ ` "--' '� \ � I 1 l l II � TIMBER WALE .........._...... ._....._ -_.__-_..__.....__._ ...._.... —_. _.._.. .__......__..._.. ..... ... _.........-................ ......._.... ...._ _.._.._..__.._.. .. .... ....._.... _._._ ......_......._.._.._ ..._.........._ _ ._... _. . . . _.._..._......._ _....__...__..._....._... ........................... _._...._............_. - m 2 � � - � \ __..._.__.__.__._.__..............._......___...._ �/.., _.... ...... ....___. _......_ _\ L_..._...�—... ...\._...._..... ........... ........ .. .. _2)3'%10'GREENHEART PILE.... _......... .......__. ._... .._.. ............. .... .............._ .__. .._..__........ .__.. _.__. .._....... .. _...._._-__. ..... _.._._._ ..............--_..._..._....__._..__... ..._.. .._._ .. ....... ..........,._.... ... ... ._.........----- .......... ..................... .. .. ..._ tom......_..._... ..._. _...,... _,..... ._. ... .. ...... ... .�..._......_ .� ....\. _ _ _ _ _ __ _ _ _ CAPS"FASTENED'TO"PILE'W .... .. N 1 _q ................... ................�... ........._.._.... ............._ ..._ ... .._....-- _. ..7....=._.`_......_f.�._....__...._-_...._. _._....... ....�T__�i ........ _._.... .......... .. .. .�...._ � I..... ....._..�. I. ....L.....1.Jam_-........ ._. THRU BOL7SGALV,TIMBER- f.. ._ _. _ . . _._L _ _. _ �_._._... .. .. ._ .f...._.._....__... _...._. . .._...._.____.____. . _......___.__._.... _.. . . L.._. .. � l _I '`._.�..y... ..._` J ___\....�._.......... .........._.__..__.._.._-{.._......_-......._.._._.....___..._._L. ._.... .. � ... ._( _. .,. .....\................ _ _ __ _ .... ROPOSED3'XB'._CREENHEART... _ .,. -10 ......... .. ...... ............ }.. .......__ ... ../ _. .... .. _... ....._........ ............__�- -.../....._. v _.._f....._. ..._,_..._.........._.._._ .. ..__ .._.. ._. ...... ...... .. _ _ _ ....._ .... ......_._.. J' \ \....\... ....._.._TIMBER-TRANSVERSE CROSS.--. .... U BRACING FASTENED TO PILE CI J I — _ .. ...W ...1`OGALV TIMBER BOLTS _... - -- -......._. --._._.._.............-'-- ....._._.........-_._...._........_.._._....__.._..._...-..._............._......_... ........... ..... ..__....._._......... ...... ... _.. .. ---.. -..._._. ---- -.. - ---- ._.... . - _. _..._....._. _......_.............. ...-- - _._._ _ _.. - _......_.__.........._......._ U 35 LONG 10 a MIN.TIP -' "' - - _iq ......... ...........__._......._........_..._.....____._.__.._......_..__.._........_.._.......__-.._ -._...._...._......_.__..__.__...__.___...._ .._._.._.._._.._._......._..._...._._..-_..._...__.____.__._......_.___..__.._....._........___. .........__..___._....__._.. _..... -._ __..._...._...__.._-GREENHEART-TIMBERBATTER-.._._..._..._..__................................... ... ._......_. _ _ __ _ :- __...__-. I ING EL 8.36f PI MATCH IXST LES TYP. - .. ..... ._............_........... WA SCR N NOT 3: SHOWN FOR CLARITY p 16 SE MISC EOUS .......... ... .... .... _ .. ..... _. _.._....._... E_- ELTAN ...._.... .__._. .. _ DETAILS 1- U ^ - PRO TIMBER PILE BOLTED TO..... ... .......... _ "._.. ..... __ ___ EMOVE EXISTING - _. ._.. ............... .. - _...._ .. .35'-LONG..B.�@...MIN...TIP.........._.........._ ....... _.___ ........... ... ....... _._...__....... .. v -20 ......._.....__....... ..... .. .___._._..________..__..._..._.__...._.._................................._..._._......._..._.... ..__....__.._..............._..._..._.........__..._..._..._..___.._.._..._...._ _...._........._._._..___... ......._.............__......... _.._......... ........ ...._......_._.. _ _ ._. _......... ...... _ _ .. .........._.....___.._............._........... INGER..AND...IXISRNG.... ..... ........... ` N STIR GREENH... TIMBER PILES(1YP.) - .. ........................__...._................ 0'.LONG.B'0..MIN...RP._......................... D .._._..____..._....._...__._............ ._ .. ._ .__.. .. .................._ ._. ... _._....._._.__.._..__..._......__. ... _.__..__.._ ...__... .. ..._.. ._.___.__. ___. - - _..___._ .... _.__.._........................... _ ..-................ ............__CONCRETE.................._.._....__......___.......... ........._. ._...._................._......_._. ...... _ .._ ..__._....._... _. ..__._........._ ..... __._ 0 GREENHEART TIMBER FENDER _22 ..................._..._...._....._..._ .. ...._.._..... .. .............._...._.. .. ................__._._..._..._.-__........._. _.-..._. _____ _..._._....., ..._..._..........___............._..... _........___...._........ ....._.............._._.._.......... .. .............. ...... ........... ............ .. .._....__.._._......................._ ............... .. _...._. .._...._. S ......._.... ...... .._ ............_.....- ...._.... .. . ........... ......_...... .. .. ._... PILE.NHEA ... -0" -0' s IXI5RNG GROUND J SECTION A—A C � ' V E SCALE 1"=5' (22"X34'") DATE BY DESCRIPTION APPROV. BY o SCALE 1"=10' (11"X17") REVISIONS I III TOWN OF SOUTHOLD 0 MAR SUFFOLK COUNTY, NEW YORK a) LONG BEACH BAR BUG LIGHTHOUSE "T , low o w Southold Town TYPICAL SECTION — 1 w \ board ofWsb" c N L. K. McLEAN ASSOCIATES, P.C. N p CONSULTING ENGINEERS 437 SOUTH COUNTRY RO.,BROOKHAVEN,NY 11719 Sheet No. m 00 WATERBODY: DESCRIPTION: DATUM: Designed By: KJM Scale: AS, SHOWN 10 REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t -0 N7 GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t Dawn ey: DCR Date: FEBRUARY 2024 4 OF 9 STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Approved By: RAS F.I.Na.23168.000 a NOTES: 8'-7"t EXISTING PIER TO BE 1. THE HORIZONTAL DATUM IS REFERENCED TO NAO83 (2011) 1"X6" IPE HARD WOOD TOP REMOVED AND LEGALLY - CA ® 30' (SEE RAIL DETAIL) DISPOSED OF AND THE VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDI2A)THROUGH THE USE OF RTK GPS. 8'-0"H ` 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN THE FIBERGLASS GRATING AS NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM 4"x8" GREENHEART STRINGERS ® MANUFACTURED BY McNICHOLS OR OF THE PERMIT. 24"t O.C. MAX. W/ HB S.S PROPOSED 3"XS" GREENHEART APPROVED EQUAL (SEE NOTE 7) HURRICANE STRAPPING (TYP.)�_f n DECKING (SEE NOTE 5) 3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF I THIS PROJECT SHALL BE COMPLETELY REMOVED TO AN 35' LONG, EPDXY COATED STEEL TOP OF PROPOSED PILE EL. 8.68t APPROVED UPLAND AREA FOR DISPOSAL. NO DEBRIS IS H-PILE HP14x102 A572 GRADE 50 OR APPROVED EQUAL. TOP 20' OF AREAS. PERMITTED IN WETLANDS AND/OR PROTECTED BUFFER PILE BE COATED WITH EPDXY 4"x4" IPE POSTS 0 WEST SIDE EAST SIDE 3'-6" I I 1 42" O.C. (SEE DETAIL) 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN (ALL SIDES). KIND. 4"x8" GREENHEART STRINGERS 4' PROPOSED LINERITE FENDER 5. 3"X8" DECKING SHALL BE FASTENED TO STRINGERS WITH %4"0 A325 GALV. BOLTS (TYP.) WITH HEX ® 18"t O.C. W/ HS S.S BOARD SYSTEM (TYP.) (2) 6"LONG SOWS SCREWS AT 1" FROM THE OUTSIDE NUT & WASHERS (TYP.) TOP OF DECK EL. 6.68f HURRICANE STRAPPING (TYP.) 8'-0"f - EDGE AND 1.75"OF THE ENDS OF EACH PLANK (DRILLED (MATCH EX. DECKING EL) - 1 AND COUNTERSUNK). ' TOP OF WAVE SCREEN EL 5.58f - 1"0 GALV. TIMBER iE 6. FBERGLASS GRATING SHALL BE FASTENED TO STRINGERS O 0 0 BOLT (TYP.) TOP OF PROPOSED GRATING EL. 4.68t WITH S.S. SADDLE CUPS AS RECOMMENDED BY WITH H GALV. TIMBER BOLTS 10 YEAR STILL WATER EL. 4.20f MANUFACTURER. SOUTH SIDE — — — — — WITH HEX NUT AND WASHER 7. FIBERGLASS GRATING: WALE EL. 4.08t I I 10 YEAR STILL WATER EL. 4.20f ' C 0 0 0 _ (2) 3"X10" GREENHEART PILE —DECKING: MODEL MS—R—ST-150 AS MANUFACTURED BY I CAPS FASTENED TO PILE W/ McNICHOLS OR APPROVED EQUAL OO O° p —STAIR TREADS: MODEL MS—S-150 AS MANUFACTURED BY 1"0 A325-GALV. BOLTS, WASHERS & NORTH SIDE 8"XB" GREENHEART TIMBER j 1 (2)-3/4"0 GALV.TIMBER McNICHOLS OR APPROVED EQUAL WALE (TYP.) NUTS (TYP. PER H-PILE) THRU-BOLTS (TYP.) \ (2) 3"X10" GREENHEART PILE CAPS 8. REMOVE 148t SF OF OPEN PILE TIMBER PIER AND INSTALL 8"XB" GREENHEART TIMBER WALE \I I FASTENED TO PILE W/ (2)-3/4"0 I I 453d: SF OF OPEN PILE TIMBER PIER. S.H.W. GALV. TIMBER THRU-BOLTS (TYP.) .H.W. EL. 1.30t WALE EL. 1.71t M.H.W. EL. 0.98t S.H.W. EL. 1.30t I M.H.W. EL. 0.98t 8"XB" GREENHEART TIMBER I 2"X8" GREENHEART TIMBER WALE I I WALE (TYP.) ! 1 PROPOSED 8"X8" GREENHEART / } 8"XB" GREENHEART TIMBER WALE BLOCKOUT FASTENED WITH (1) 1"0 WALE EL. -0.67t GALV A IZED THRU-BOLT WITH OGEE M.L.W. EL. -1.54t 4"X8" GREENHEART TIMBER WALE I M.L.W. EL. -1.54t I 1 I I 1 GREENHEART T T TIMBER PILES (TYP.) I 40' LONG B"O MIN.ITIP / 8"X8" GREENHEART TIMBER WALE I, 1 3 GREENHEART TIMBER FENDER 3 PILE (TYP.) / I I 0, BOTTOM OF WAVE SCREEN EL. —4.42t 3"C.0 PROPOSED 3"XB" GREENHEART —5.00t TO —8.00t TIMBER TRANSVERSE CROSS N BRACING FASTENED TO PILE WITH 1"0 GALV. TIMBER BOLTS (TYP.) 10' LONG, 3"X1O" BATTERED GREENHEART TIMBER I WAVE/ICE SCREEN, TYP. (WHERE SHOWN ON PLANS), o (2" GAP WALE CONNECTIONN EACH EDEFAIL SEE FOR FASTENERS)PLAN VIEW AND I I I I 35' LONG 8"0 MIN. TIP 15 GREENHEART TIMBER PILES p EX. GROUND EL. VARIES FROM (TYP•) j —5.00t TO —8.00f I__ 1 I I c 12" LONG 8x6x.5L FASTENED TO H—PILE WITH 1 I_ (4) 3'a" BOLTS, WASHERS & NUTS (TYP) TOP N & BOT. (EPDXY COATED BOTH SIDES), 35' LONG 8"0 MIN. TIP (WHERE SHOWN ON PLANS) I I I 5'-9"t �n,P)HEART TIMBER PILES _ SECTION C—C 3 I I FIBERGLASS GRATING 35' LONG 8"0 MIN. TIP N.T.S. GREENHEART TIMBER BATTER o II I PILES (TYP.) 0 J L C7 3 p 4X4 IPE HARD WOOD-POST 042" O.C. _ - 1X6 IPE HARD WOOD ® 30' _ > 1X6 IPE HARD WOOD j 6'-5"f ULTRA—TEC CABLE RAILING, 3/16"TYPE rbnmnw N _ 316 S.S. CABLE ® 3.5" O.C. MAX. y (TYP.) AS MANUFACTURED BY THE CABLE 0 Is CONNECTION SECTION B-B INSTALL CABLE THROUGH CENTER OF a, POSTS AS PER MANUFACTURES 4 3'-6" TIMBER PIER RECOMMENDATIONS (TYP.) a - DECKING SURFACE N.T.S. m � - -- --------� - - DATE BY DESCRIPTION APPROV. BY c s R REVISIONS 2 TOWN OF SOUTHOLD 0 E CE ' V E (2) }" 0 GALV. TIMBER BOLTS WITH HEX BUTTOCK COUNTY, NEW YORK E 4"x8" GREENHEART STRINGERS ® NUT AND WASHER (TYP.) 24"t O.C. MAX. W/ H8 S.S LONG BEACH BAR BUG LIGHTHOUSE 10 HURRICANE STRAPPING (TYP.) w MAR — 20 TYPICAL SECTION — 2 w _ IPE RAIL W/STEEL CABLE DETAIL N c.,�.µ N.T.S L. K. McLEAN ASSOCIATES, P.C. C O Southold TOWN CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NY 11719 O 03 Board of Trustim WATERBODY: DESCRIPTION: DATUM: Designed By. KJM scale: AS SHOWN Sheet No.Board ° REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t Dm.n By DCR Dace: FEBRUARY 2024 5 OF 9 STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Approved By RAS File No.23168.000 n. DETAIL A SEE NOTES. ( EXISTING PIER TO BE REMOVED MISCELLANEOUS DETAILS-2) AND LEGALLY DISPOSED OF 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011)AND THE VERTICAL DATUM IS REFERENCED TO 4"x8" GREENHEART STRINGERS 0 NAVD88 (GEOIDI2A)THROUGH THE USE OF RTK GPS. 24."t O.C. MAX. W/ H8 S.S ULTRA-TEC CABLE RAILING, 3/16" EA 1"X6" IPE HARD WOOD TOP 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN THE HURRICANE STRAPPING (TYP.) - TYPE 316 S.S. CABLE,0 3.5" O.C. CAP 0 30- (SEE RAIL DETAIL) NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. MAX. (TYP., SEE RAIL DETAIL) _ 3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY REMOVED TO AN APPROVED UPLAND AREA FOR DISPOSAL. NO DEBRIS IS PERMITTED IN WETLANDS AND/OR PROTECTED 1"X6" IPE HARD WOOD TOP - - BUFFER AREAS. CAP 0 30- (SEE RAIL DETAIL) 8'-O"t 16'-5"f PROPOSED 3' WIDE FIBERGLASS 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. 4"x4" IPE POSTS 0 MANUING ACTUR D BYAMcNICHOLS OR D AS 5. PROPOSED FENDER PILES NOT SHOWN FOR CLARITY. ' 42" O.C. (SEE DETAIL) APPROVED EQUAL 6. 3"XB" DECKING SHALL BE FASTENED TO STRINGERS WITH (2) 6"LONG SOWS SCREWS AT 1" FROM THE OUTSIDE EDGE AND 1.75"OF THE ENDS OF EACH PLANK (DRILLED AND COUNTERSUNK). PROPOSED 3"X8" GREENHEART DECKING (SEE NOTE 6) 4"x4" IPE POSTS ® 7. MANUFACTURER. TING SHALL BE FASTENED TO STRINGERS WITH S.S. SADDLE CLIPS AS RECOMMENDED BY 42" O.C. (SEE DETAIL) (2) 3"X10" GREENHEART PILE I e. FIBERGLASS GRATING: CAPS FASTENED TO PILE W/ -DECKING: MODEL MS-R-ST-150 AS MANUFACTURED BY McNICHOLS OR APPROVED EQUAL (2)-3/4"0 GALV.,TIMBER -STAIR TREADS: MODEL MS—S-150 AS MANUFACTURED BY McNICHOLS OR APPROVED EQUAL THRU—BOLTS (TYP.) 18"f"D.C. W/ H8 S.S HURRICANE _ - 9. REMOVE 148t SF OF OPEN PILE TIMBER PIER AND INSTALL 453t SF OF OPEN PILE TIMBER PIER. 3'-6" I _ STRAPPING (TYP.) 35' LONG, EPDXY COATED STEEL I I I H—PILE HP14x102 A572 GRADE 50 OR APPROVED EQUAL TOP 20' OF -- H-PILE TO BE COATED WITH EPDXY TOP OF DECK EL. 6.68t , (ALL SIDES). \ (MATCH EX. DECKING EL) TOP OF WAVE SCREEN EL. 5.5Bt 1Y4"0 A325 GALV. BOLTS (TYP.) WITH HEX u NUT & WASHERS (TYP.) r \ TOP OF PROPOSED GRATING EL. 4.68t WALE EL. 4.08t I I I 10 YEAR STILL WATER EL. 4.20t 1"0 A325 GALV. BOLTS, WASHERS & NUTS (TYP. PER H-PILE) 8"X8" GREENHEART TIMBER WALE \\ I WALE EL. 1.71t 2"XB" GREENHEART TIMBER WALE I I I I I � 8"XB" GREENHEART TIMBER WALE WALE EL. —0.67t 0' M.L.W. EL. - 5 4"X8" GREENHEART TIMBER WALE I I 1 N SOUTH SIDE I I 3 I I 8"XB" GREENHEART TIMBER WALE I I I (2) 3"X10" GREENHEART PILE m CAPS FASTENED TO PILE W/ BOTTOM OF WAVE SCREEN EL. -4.42t 3"C.0 I I I (2)-3/4"0 GALV. TIMBER PROPOSED 3"X8" GREENHEART THRU-BOLTS (TYP.) TIMBER TRANSVERSE CROSS m BRACING FASTENED TO PILE WITH 'o I I I I 1"0 GALV. TIMBER BOLTS (TYP.) c 10' LONG, 3"X10" BATTERED GREENHEART I I I I PROPOSED FIBERGLASS GRATING ' ° TIMBER WAVE/ICE SCREEN, TYP. m - (2" GAP BETWEEN EACH SHEET, SEE PLAN VIEW AND MIDDLE WALE CONNECTION I I I I PROPOSED 8"X8" GREENHEART DETAIL B (SEE DETAIL FOR FASTENERS) 13LOCKOUT FASTENED WITH (1) 1"0 MISCELLANEOUS DETAILS-2) m I GALVANIZED THRU-BOLT WITH OGEE o+ 4"x12" GREENHEART STRINGERS 12" LONG 8x6x.5L FASTENED TO H-PILE WITH WASHERS 3 (4) 3fi" BOLTS, WASHERS & NUTS (TYP) TOP I I I 0 12"t O.C. J � & BOT. (EPDXY COATED BOTH SIDES) I I I I o - EX. GROUND EL. VARIES FROM U o -S.00t TO -B.00t I I I I I . - I I I I - 35' LONG 8"0 MIN. TIP GREENHEART TIMBER °1 PILES (TYP.) J 0 0 r 35' LONG 8"0 MIN. TIP GREENHEART TIMBER BATTER J PILES (TYP.) o' 6'-5"t 1'-5"t I 7 —7'-7"f m PP C C E I V E DATE BY DESCRIPTION APPROV. BY DR, l� REVISIONS SECTION D—D A I TOWN OF SOUTHOLD N.T.S. EMA — Z024 SUFFOLK COUNTY, NEW YORK E a I LONG BEACH BAR BUG LIGHTHOUSE a In M o W Southold Town TYPICAL SECTION — 3 w Boni ofTrustees L. K. McLEAN ASSOCIATES, P.C. O 1O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD..BROOKHAVEN,NY 11719 [V O co WATERBODY: DESCRIPTION: DATUM: Designed By: KJM scale: AS SHOWN Sheet No. REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t Drawn By: OCR Date: FEBRUARY 2024 N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t 6 OF 9 STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54f Approved By. RAS File No.23168.000 a I 111011 lei lay NOTES' 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011)AND THE VERTICAL DATUM IS REFERENCED IIIIIII �LIIII TO CONTRACTOR (SHALL 7RE THROUGH THE USE OF RTT GPS. IOIII 0O l0ll�l 2. COMRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED T IN THE NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. 3. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND PROVIDE TWO WEEKS NOTICE TO OWNERS/OCCUPANTS IN THE VICINITY OF THE PROJECT LIMITS. 4. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY REMOVED TO AN APPROVED UPLAND AREA FOR DISPOSAL NO DEBRIS IS PERMITTED IN WETLANDS In� F -�un I I AND/OR PROTECTED BUFFER AREAS. II II-lll I - 5. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. III III III III i B. INSTALL APPROXIMATELY 113 CY OF HEAVY GRANITE STONE OVER AN AREA OF APPROXIMATELY 787 SF. 7. REMOVE AND REPLACE EXISTING STONE AS REQUIRED TO FACILITATE ARMOR STONE PLACEMENT. �E CI i II II�IiII II 1 I� -1I IEIII IIIIEI�IIII— IEIII . I I I I��I _ II I, I I -_ I - �..._._.. -1 ......fir .......__.....__.- _ _....._-.__.__ .........___.____.____..__ ____......._......__ 28 ................._._-_. ...__. .. _..._ _. .... ...._. . ..... ........... .. . ....._.... ... . ...__._.... -- f �I-�...� CIS CIS i .. ... .. -. _.__....__ _. _...... ......... _.._. _.... _... ._ .------ _...._.._.___..._._..__....__...._._._.........................._.._ _......l I... _........._.._..__._.... _. .._... . _ .. __... __ - -- - --......-----�l_...::: _ .:........:: ... ._. ..__.._ _.....- it fI IL__il...... fit..-_I1 I II II �L�t. 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CONCRETE PATH EL B.Sd: MATCH EXISTING CONCRETE _ WALKWAYELEVATION) _ _ - .__ ............_......_ ........_........._........_.. ......_... _ ._......_..............._.__...... _....__..._..._._._....__._..-._._1._.._.___...._.........._.........__._..___...___.__.___....... _._..._..._____...__..___..._.__...._._...._.:...____......_........_..._......_..._._..........__..__...._....._.__....._____......... -..__._-........._................ CN PROPOSED 2 TON HEAVY ARMOR STONE - 12 ......._...._.......... ....._ _ .. _ _... ..._ _.. .._._ _...__.......___........ - ..... ..............._.....__........_.... ..___....__..............___. ............ ...._...._.-_.. _......._ ... .........._........_....._-._..._............._._............_.._.._....._..............................._. . ._....__._...._....._............ ............_.__...._........._.........___ -+ (GRANITE)LAID FIAT FOR WALKING SURFACE Q33CY OVER.. _AREA OF 7B7d:5 ..-___-_..__._ ._......_.._ ..__ .. ........._.._.... ........__.. _._...__ _._.__......_-_.. .__.................................._.... __ _........... ...._..__._._._.__ .___._............ ..............._._....-_.__._� _. _ _ ._._.______..............._...... ._._______...__...._._................__.._..._._..___....._._. ......._.. ... ..._...._....._...._._...... ..... ... _.......____.._._.._.___..___......___....._..................._.._.._._...__......._........_._....__--__._..__............ . ._ .....__.._...__ ..__. -��_....._...........__._.___..._._..... _._.__... _.._. .____.___._ .._.._................._.......__.....________........._.. _...'...____._.............._..._.._.. 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O -12 .. ................................._. ...------......_....._.._.._................---_..._._........... .._.. .........._...................................... ..._....---...---.......-............-----._..._....__..................`...... ............. _...........__................... _.............- --..... ........._ _.... __ ._...._...... ..... ..... ._.........._.._._......_...._.............................. ...... .. _ ..._ ...._............. .......... ................... -------- - -._- . _...._..-...--... .......--. _-....._................_..._..._................ ..............- ..........._._ ... _.._...... -.._..... ...................._.._..._. _ - --- _ _ _ - _. U SECTION E-E _ SCALE 1"=5' (22"X34") SCALE 1"=10' (11"X17") J m E C E I V E C D DATE BY DESCRIPTION APPROV. BY REVISIONS _ I TOWN OF SOUTHOLD a MAR _ 1 ZO24 SUFFOLK COUNTY, NEW YORK E 0 LONG BEACH BAR BUG LIGHTHOUSE a U) M o w Southold Town �_ TYPICAL SECTION — 4 o Board of Trustees W L. K. McLEAN ASSOCIATES, P.C. O C, CONSULTING ENGINEERS 437 SOUTH COUNTRY,RD.,BROOKHAVEN,NY 11719 N O ' Sheet No. LI 03 WATERBODY: DESCRIPTION: DATUM: Designed By. KJM sale: AS SHOWN REMOVE AND REPLACE EXISTING TIMBER PIER'LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.3Ot M Drawn By DCR Date: FEBRUARY 2024_ GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. O.98t 7 OF 9 i STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Approved By: RAS Flle No.23168.000 o_ • 10' LONG, 3"X10" BATTERED GREENHEART TIMBER WAVE/ICE , SCREEN (2" GAP BETWEEN EACH SHEET, SEE PLAN VIEW 1"0 A325 GALV. BOLTS, WASHERS AND WALE CONNECTION DETAIL FOR FASTENERS), TYP. NOTES: • & NUTS (TYP.) 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011)AND THE _ 3,"0 A307A DOME HEAD TIMBER BOLT W/ VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDI2A)THROUGH THE GALV. DOCK WASHER & HEX NUT (TYP.) USE OF RTK CPS. 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND jX88' " EENHEART TIMBER WALE SPECIAL CONDITIONS CONTAINED IN THE NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. OF THIS PROJECT SHALL BE COMPLETELY REMOVED TO ANDISPOSAL NO DEBRIS IS PERMITTED IN WETLANDS AND/OR PROTECTED ® BUFFER AREAS. . 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. �L\ 12" LONG 8x6x.5L (EPDXY _ COATED, ALL SIDES) FASTENED TO 35' LONG, EPDXY COATED STEEL H-PILE - 8"xB" WALE WITH (4) -Y4"A325 HP14002 A572 GRADE 50 OR APPROVED _ - GALV BOLTS, WASHERS & NUTS ~ EQUAL. TOP 20' OF H-PILE TO BE COATED (TYP) TOP & BOT _ PLAN WITH EPDXY (ALL SIDES). N.T.S. H PIILELONG HP14 1P2 OXY A572ATED GRADEEEL 50 OR APPROVED EQUAL. TOP 20' OF H-PILE TO BE COATED WITH EPDXY 736" (ALL SIDES). - 8" �2" GAP (TYP.) TOP OF WAVE SCREEN EL. 5.58f 14.8" WALE EL. 4.08t O O O O O O O O O O O IO O 'O O p Lj pI 10 YEAR STILL WATER EL. 4.20t WALE EL. 1.71 t O C O O O O CI O O O O O O O IO O O O O OI 12" S.H.W. EL. 1.30± II ��M.H.W. EL 0.98±98f -! WALE EL. -0.67t O O O O O Q O O O O O O O IO O O O O P OI 12" LONG 8x6x.5L (EPDXY N COATED, ALL SIDES) FASTENED TO i i I I I I M.L.W. EL. -1.54f 8"x6" WALE WITH (4) %- A325 GALV BOLTS, HERS & NUTS (TYP) TOP & BOT o i i I I I I ISOMETRIC 10' LONG, 3"X10" BATTERED GREENHEART - o BOTTOM OF WAVE SCREEN EL. -4.42f Aj L-IL-JLJL-j TIMBER WAVE/ICE SCREEN, TYP. N.T.S. a) (2" GAP BETWEEN EACH SHEET, SEE PLAN c VIEW AND MIDDLE WALE CONNECTION DETAIL ° FOR FASTENERS) UI C 3 EX. GROUND EL. VARIES FROM - 0 -5.00f TO -B.00t ='I I___ =1 I 1=:1 1 1':==:'I G==:1 1::==:1 I— I �._..= : :.. ..--....III;....- =�_LI: '_L. I=III I'- .=III III.III — III I � I LI =i I I—III=III -III =�1-1i1I=I -L 1 1I I I I Jai.'I- :Il - - D C I V E —' -.I --1 I I ,-�I I I I I_I:,.i l I I_i i i 1:-1:a.� I_I=1 i i i l 1- I 11 MAR - 1 2024 U -- m N 0 _ Southold Town Board of Trustees o , .J O m v II DATE BY DESCRIPTION APPROV. BY cl 35' LONG, EPDXY COATED STEEL 6'-0"f 6'-0"t 6'-O"f ►J REVISIONS H-PILE HP14x1O2 A572 GRADE 50 g OR APPROVED EQUAL. TOP 20' OF H-PILE TO BE COATED WITH EPDXY ELEVATION TOWN OF SOUTHOLD 0 (ALL SIDES, TYP.) ti SUFFOLK COUNTY, NEW YORK CL N.T.S. LONG BEACH BAR BUG LIGHTHOUSE a cn rM - p o w TIMBER WAVE SCREEN DETAIL MISCELLANEOUS DETAILS —1 I N w N.T.S. _ L. K. McLEAN ASSOCIATES, P.C. O cO CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NY 11719 N O 1 Sheet No. m of WATERBODY: DESCRIPTION: DATUM: Designed By: KJM scale: AS SHOWN REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t D N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98f Drown By: DCR Dote: FEBRUARY 2024 8 OF 9 / STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Approved By RAS File No.23168.000 a NOTES: 4EXTERNAL COUNTERSINK (TYP.) 3„ 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011) AND 1"0 A307 GALV. BOLTS (4) - THE VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDI2A) WITH HEX NUT AND WASHERS THROUGH THE USE OF RTK GPS. COUNTERSUNK INTERIOR NO TOP OF UIIERITE EL 10.68t 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS COUNTERSINK AND SPECIAL CONDITIONS CONTAINED IN THE NYSDEC PERMIT TO (TYP-) 8"0 TIP CCA TIMBER ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. KING PILE 40' LONG ' 3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY REMOVED TO AN APPROVED (4) B"0 TIP CCA 12" (TYP) UPLAND AREA. FOR DISPOSAL. NO DEBRIS IS PERMITTED IN OUTSIDE TIMBER PILE 40' LONG WETLANDS AND/OR PROTECTED BUFFER AREAS. PLAN 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. N.T.S. TOP EL=10.68t 8"m TIP CCA TIMBER 5. FASTEN LINERITE FENDER SYSTEM WITH 6" LONG %"0 GALV. LAG TOP EL=10.68t KING PILE 40' LONG PROPOSED LINERITE FENDER FASTEN 2"X3"X156" UNERRE BOARD SYSTEM BY DURAMAX BATTERBOARD SYSTEM TO BOLTS (SEE DETAIL). (4) 1"0 A307 GALV. BOLTS (TYP.) (2) 1"0 A307 GALV. BOLTS (TYP.) OR APPROVED EQUAL(TYP.) - FACE OF PILE AS - 4' /�WITH'HEX NUT AND WASHERS WITH HEX NUT AND WASHERS MANUFACTURED BY DURAMAX /To—P COUNTERSUNK COUNTERSUNK EL=6.68fOR APPROVED EQUAL EL=6.68t t12'-3" _ (4) 8"0 TIP CCA OUTSIDE TIMBER PILE 1 40' LONG S.H.W. EL=1.30t M.H.W. EL=0.98t S.H.W. EL=1.30f M.H.W. EL=0.98f S.H.W. EL. 1.30t 1 M.L.W. EL=-1.54t FASTEN.TO TIMBER PILE WITH 16 _ 6" LONG 1"0 GALV. LAG BOLTS M.L.W. EL=-1.54t 0 12" O.C. AT LOCATIONS 3 DETERMINED BY THE ENGINEER M.L.W. EL. —1.54f EXIST. GROUND VARRIES FROM EL —7.43f TO EL. —8.37 ..EXIST. GROUND EL. —7.41t UI Ilf III"' IF 11,}-III IIF IF II} IIHII—II—IIf Th—J,L 411ii1:�lil{_�:Ilp: all -Ili {jh_Qifiia1j-�-11--.1r lln�f�l n_{]llll{Illlr nfl}III] illl 11 fllfj4111II1�I1111ii nlll�iLl-{ .Ilr 111 r.1i 11 J a — 3 G' N BATTERBOARD SYSTEM DETAIL N.T.S I , UI O m t] N O a) O N ELEVATION ELEVATION SCALE 1"=4' (22"X34") SCALE 1"=4' (22"X34") SCALE 1"=8" 3 SCALE 1"=B" (11"X17") FENDER PILE 0 FIVE PILE DOLPHIN o PROPOSED 3' WIDE FIBERGLASS oc GRATING STAIR TREAD MANUFACTURED D BYMcNICHOLS OR APPROVED EQUAL 3 PROPOSED 3"X8" GREENHEART DECKING 4"x8" GREENHEART STRINGERS @. HU212XW1 SLD30 HURRICANE TIES 4"x12" GREENHEART 18"t O.C. W/ H8 S.S HURRICANE AS MANUFACTURED BY SIMPSON STRINGERS ® 12"t O.C. STRAPPING (TYP.) STRONGTIE OR APPROVED EQUAL m YX10" GREENHEART PROPOSED 3' WIDE FIBERGLASS ° PILE CAP GRATING STAIR TREAD AS = MANUFACTURED BY MCNICHOLS 4"xS" GREENHEART STRINGERS .c OR APPROVED EQUAL 18"t O.C. W/ H8 S.S HURRICANE STRAPPING (TYP.) m m ECEIVE O DATE BY DESCRIPTION APPROV. BY `o 4"x12" GREENHEART MSTAI2SS HURRICANE TIES AS REVISIONS STRINGERS ® 12"f O.C. A MANUFACTURED BY SIMPSON TOWN OF SOUTHOLD a (2) 3/4"0 GALV. TIMBER MAR 202" STRONGTIE OR APPROVED EQUAL SUFFOLK COUNTY, NEW YORK E ° THRU—BOLTS (TYP.) (1) 3"X10" GREENHEART DETAIL B LEDGER BOARD WITH (2) N.T.S. LONG BEACH BAR BUG LIGHTHOUSE 6" LONG 1/2"0 GALV. Mow LAG BOLTS $outholdTowO 0 8oardofTrustee5 MISCELLANEOUS DETAILS —2 w DETAIL A L. K. McLEAN ASSOCIATES, P.C. O 0 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN.NY 11719 N O N.T.S. Sheet No. ap WATERBODY: DESCRIPTION: DATUM: Designed By: KJM scale: AS SHOWN `O tO REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t 010 GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER—WAVE SCREEN AND M.H.W. EL. 0.98t Drawn By. DCR Date: FEBRUARY 2024 9 OF 9 STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54f Approved By. RAS File No.23168.000 a Glenn Goldsmith, President ®F s®(/�� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski 1�R Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction '/z constructed When project complete, call for compliance inspection; Vu MEN �'�Qat 3 BOARD OF SOUTHOLD TOWN TRUSTEES , "N SOUTHOLD,NEW YORK PERMIT NO. 10542 DATE: APRIL 17,2024 ISSUED TO: EAST END SEAPORT MUSEUM&MARINE FOUNDATION IR 0 LONG BEACH BAR BUG LIGHTHOUSE PROPERTY ADDRESS: OFF END OF LONG BEACH BAR IN GARDINERS BAY, ORIENT SCTM# 1000-132-1-31 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 4 accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 17,2024, and in consideration of application fee in the sum of$2500.00 paid by East End Seaport Museum and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a new pier by saw-cutting and removing existing concrete within footprint of proposed timber pier, remove±1481 of existing timber pier and replace with an 8'x40.75' (±322sq.ft.) greenheart timber pier,stepping down to an 8'x16.4' (132sq.ft.) fiberglass-grating pier at lower elevation and situated in an "L"configuration; install 94 linear aced feet of timber railing-around the perimeter of the pier,40' long fender pilings evenly spa, around the perimeter of the pier,and three(3) aluminum marine ladders; replace four(4) two- pile dolphins while shifting them slightly to the east to accommodate the new location of the 1099 pier; install one(1) five-pile dolphin; install a new 19.5' wide wave screen using 10' long 399x greenheart timber boards connected to three(3) 8"x8" greenheart timber wales and (3) 12" long steel brackets,and then fastened to 35' long HP 14x102 steel piles,placed at 69 on center; 13 and to construct a new walkway path around the existing building with approximately L cubic yards of heavy granite stone over an area of 787sq.ft.; the stone will lay flat and will allow N the visitors to walk Around the lighthouse; and as depicted on the site plan prepared by L.K. McLean Associates,P.C., received on March 1,2024; and stamped approved on May 9,2024. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year first above written. 14*4%3f F 52 R L) TERMS AND CONDITIONS The Permittee East End Seaport Museum &Marine Foundation, Long Beach Bar, Gardiners Bay, Orient,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 36 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. Glenn Goldsmith,President ®� so Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ®� ��® P.O. Box 1179 Eric Sepenoski !�t &�[ Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® J® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 9, 2024 Keith J. Masseria P.E. L.K. McLean Associates 437 S. Country Road Brookhaven, NY 11719 RE: EAST END SEAPORT MUSEUM & MARINE FOUNDATION, LONG BEACH BAR BUG LIGHTHOUSE OFF END OF LONG BEACH BAR IN GARDINERS BAY, ORIENT SCTM# 1000-132-1-31 Dear Mr. Masseria: The Board of Town Trustees took the following action during its Regular meeting held on Wednesday, April 17, 2021 regarding the above matter: WHEREAS, L.K. McLean Associates, on behalf of EAST END SEAPORT MUSEUM & MARINE FOUNDATION, LONG BEACH BAR BUG LIGHTHOUSE applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 the Wetland Ordinance of the Southold Town Code, application dated March 1, 2024, 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 recommended that the proposed applications be found Inconsistent with the LWRP, and specifically Inconsistent with the following coastal policies: Policy 6.3— Protect and restore tidal and freshwater wetlands, The proposed action exceeds the maximum square footage of a non-movable structure within the CEHA; and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 17, 2024, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board of Trustees has furthered policy of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements; Denial of the CEHA Permit; and WHEREAS,,a Public Hearing was held by the Town Trustees with respect to said application on April 17, 2024, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVE the application of EAST END SEAPORT MUSEUM & MARINE FOUNDATION, LONG BEACH BAR BUG LIGHTHOUSE to construct a new pier by saw-cutting and removing existing concrete within footprint of proposed timber pier, remove±148' of existing timber pier and replace with an 8'x40.75' (t322sq.ft.) greenheart timber pier, stepping down to an 8'x16.4' (132sq.ft.) fiberglass-grating pier at lower elevation and situated in an "L" configuration; install 94 linear feet of timber railing around the perimeter of the pier, 40' long fender pilings evenly spaced around the perimeter of the pier, and three (3) aluminum marine ladders; replace four(4) two-pile dolphins while shifting them slightly to the east to accommodate the new location of the pier; install one (1) five-pile dolphin; install a new 19.5'wide wave screen using 10' long 3"x10" greenheart timber boards connected to three (3) 8"x8" greenheart timber wales and (3) 12" long steel brackets, and then fastened to 35' long HP 14x102 steel piles, placed at 6' on center; and to construct a new walkway path around the existing building with approximately 113 cubic yards of heavy granite stone over an area of 787sq.ft.; the stone will lay flat and will allow the visitors to walk around the lighthouse;,and as depicted on,the site plan prepared by L.K. McLean Associates, P.C., received on March 1, 2024; and stamped approved on May 9, 2024. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 VervIruly yours, Xnns President, Board of Trustees GG/dd Glenn Goldsmith,President ®F S®`/_� Town Hall Annex A. Nicholas Krupski,Vice President ®� CIO A. Route 25 P.O. Box 1179 Eric Sepenoski J li Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® a® Fax(631) 765-6641 c®UAITV,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 9, 2024 Keith J. Masseria P.E. L.K. McLean Associates 437 S. Country Road Brookhaven, NY 11719 RE: EAST END SEAPORT MUSEUM & MARINE FOUNDATION, LONG BEACH BAR BUG LIGHTHOUSE OFF END OF LONG BEACH BAR IN GARDINERS BAY, ORIENT SCTM# 1000-132-1-31 Dear Mr. Masseria: The Board of Town Trustees took the following action during its Regular meeting held on Wednesday, April 17, 2021 regarding the above matter: WHEREAS, L.K. McLean Associates, on behalf of EAST END SEAPORT MUSEUM & MARINE FOUNDATION, LONG BEACH BAR BUG LIGHTHOUSE applied to the Southold Town Trustees for a permit under the provisions of Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated March 1, 2024, 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 recommended that the proposed applications be found Inconsistent with the LWRP, and specifically Inconsistent with the following coastal policies: Policy 6.3— Protect and restore tidal and freshwater wetlands, The proposed action exceeds the maximum square footage of a non-movable structure within the CEHA; and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 17, 2024, 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 proposed structure, as applied for, is located in a nearshore area as per Definitions in Chapter 111 Coastal Erosion Hazard Areas of the Town Code and governed by Section 111-11 C. All development is prohibited in nearshore areas unless specifically provided for by this chapter, and as per Chapter 111-6 Definitions - Unregulated Activity— docks, piers, wharves or structures built on floats, columns, open timber piles or other similar open work supports with a top surface area less than 200 square feet or which are removed in the fall of each year, and, NOW THEREFORE BE IT RESOLVED, that for foregoing reasons, and because the proposed action is located entirely within the coastal erosion hazard area and in a nearshore area, and because the proposed action is not permitted in such areas pursuant to Chapter 111 of the Town Code, that the Trustees deem the proposed project to be impermissible under Chapter 111, and, NOW THEREFORE BE IT RESOLVED, that for the foregoing reasons, and because the proposed action is located almost entirely within the coastal erosion hazard area and in a nearshore area, the Trustees deem the proposed project to be impermissible under Chapter 111, and, BE IT FURTHER i RESOLVED that for the foregoing reasons, the Board of Trustees DENIES the Coastal Erosion Permit application of EAST END SEAPORT MUSEUM & MARINE FOUNDATION, LONG BEACH BAR BUG LIGHTHOUSE to construct a new pier by saw-cutting and removing existing concrete within footprint of proposed timber pier, remove±148' of existing timber pier and replace with an 8'x40.75' (±322sq.ft.) greenheart timber pier, stepping down to an 8'xl6.4' (132sq.ft.) fiberglass-grating pier at lower elevation and situated in an "L" configuration; install 94 linear feet of timber railing around the perimeter of the pier, 40' long fender pilings evenly spaced around the perimeter of the pier, and three (3) aluminum marine ladders; replace four (4) two-pile dolphins while shifting them slightly to the east to accommodate the new location of the pier; install one (1) five-pile dolphin; install a new 19.5'wide wave screen using 10' long 3"x10" greenheart timber boards connected to three (3) 8"x8" greenheart timber wales and (3) 12" long steel brackets, and then fastened to 35' long HP 14xl02 steel piles, placed at 6' on center; and to construct a new walkway path around the existing building with approximately 113 cubic yards of heavy granite stone over an area of 787sq.ft.; the stone will lay flat and will allow the visitors to walk around the lighthouse; and as depicted on the site plan prepared by L.K. McLean Associates, P.C., received on March 1, 2024. This determination should not be considered a determination made for any other Department or Agency, which may also have an application pending for the same or similar project. Very truly yours, 4C Glenn Goldsmith-President Board of Trustees GG/dd OUTHOLD RUSTE ES S ,`- 1t 1 , 1 � I ~ r Issu,ed TumvI , Date. fll 4&m"_ 6 Address. ' I _ O;!R NT N A In 0-8 �.• s' .a: 'T •a o L D INDEX �, _-•s •• � '>�,` _ A•• / '- ����\ a + n SHEET NO. DESCRIPTION /n 1 TITLE SHEET 1 \ 2 EXISTING CONDITIONS PLAN \ 3 GENERAL PLAN . + 4 TYPICAL SECTIONS - 1 \`ram-----`------ ^ PROJECT LOCATION 5 TYPICAL SECTIONS - 2 �••'•. + a + 6 TYPICAL SECTIONS - 3 _ - ,lw.. A Y Prs•• w. + Y a 7 TYPICAL SECTIONS - 4 8 MISCELLANEOUS DETAILS - 1 - • n..t.v 9 MISCELLANEOUS DETAILS - 2 ROI'tO' �1 .:.,moo. �_ '• . wm ti + / �O• ;^• =- • ant 4.9.q . R ��: ;•' .• ' +I + . A + an I rtm $b. Re o R ry • w ll •t We tt Nsok' o Coa �^+� of �� 'eg i.��L4: yk~�•• �_ v: I ^ o e 4 �•• '• +t - - a n - m ECEIVE ^ + . +^ '_•��:' wasr Msca i noon y N M AR — LOCATION MAP j 1000 0 1000 2000 — 3 SCALE 1"=1000 FT - Southold Town o �dofT - 0 PERMIT PLANS FORPREPARED AND RECOMMENDED BY: LONG BEACH BAR BUG LIGHT HOUSE x° L DATE: SUFFOLK COUNTY m ROBERT STEELE, P.E. — NYSPE Lic. No. 077397 L. K. MCLEAN ASSOCIATES, P.C. ORIENT, NY LKAR'` CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NY 11719 O [l E o ntn C w THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS FEBRUARY 2024 1 o ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS _ <41 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER - N o THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE 4 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER '6 MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION - i (NYS ED. LAW SECTION 7209-2). - aI LKMA PROJECT NO. 23168.000 ,.ti _ .r �� �• _ PHOTO N0. 2 r ;-ft47 6 0 a N X i PHOTO NO. 3 PHOTO NO. 4 N m C 3 2 0 U 2 EXISTING CONDITIONS SCALE 1"=30 (22"X34") SCALE 1"=60' (11"X17") W LEGEND m = QNUMBER & DIRECTION OF DATE BY DESCRIPTION APPROV. BY o PHOTO TAKEN REVISIONS uj 4� a TOWN OF SOUTHOLD GRAPHIC SCALE a � PROPERTY LINES 10 0 5 10 20 30 SUFFOLK COUNTY, NEW YORK a� =, ._ PHOTO N0. 6 LONG BEACH BAR BUG LIGHTHOUSE N --- ( IN FEET ) w 1 INCH — 20 FT. _ EXISTING CONDITIONS PLAN I rn 0 N O L. K. McLEAN ASSOCIATES, P.C. N O O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD..BROOKHAVEN,NY 11712 ro WATERBODY: DESCRIPTION: DATUM: D�Iy"•a By: KJM sale: AS SHOWN Shmt No. O REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t Duo""By: DCR Dote: FEBRUARY 2024 2 OF 9 / STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Approved By: RAS R.I.No.23168.000 a NOTES. PROPERTY LINE \ \ x 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011) AND THE VERTICAL DATUM IS REFERENCED TO 1 PROPOSED HEAVY GRANITE ST \\ PROPOSED FIBERGLASS GRATING NAVD88 (GEOIDI2A) THROUGH THE USE OF RTK GPS. 1 LAID FLAT FOR WALKING SURFACE x \ 1 (MATCH EXISTING CONCRETE \ ; 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN 1 WALKWAY ELEVATION) A pROXIMATE\ \ ; THE NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. 1 i JCs> IMIT OF ULDERS `.� _ ; LZ 3. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND PROVIDE TWO WEEKS NOTICE TO EXISTING TI BER PIER Td ``, `-" OWNERS/OCCUPANTS IN THE VICINITY OF THE PROJECT LIMITS. BE REMOVED AND\ `, x 6 4. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY REMOVED DISPOSED OFF (148*SF)\ TO AN APPROVED UPLAND AREA FOR DISPOSAL. NO DEBRIS IS PERMITTED IN WETLANDS AND/OR PROTECTED BUFFER AREAS. 5. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. / \��� ,ire ( 6. SAWCUT AND REMOVE EXISTING CONCRETE WITHIN FOOTPRINT OF PROPOSED TIMBER PIER. 7. REMOVE 148t SF OF OPEN PILE TIMBER PIER AND INSTALL 453t SF OF OPEN PILE TIMBER PIER. /� �% // •.e i // �� i � `� ``�\\ x" 8. REMOVE AND REPLACE FOUR (4) 2-PILE DOLPHIN STRUCTURES. ` x ss / x�, I / '' / // ��' %'�� `�•' ' � ,_ 1 \\ `� ``\, •`, 9. INSTALL ONE (1) 5-PILE DOLPHIN STRUCTURE. PROPOSED ALUMINUM ( ) 10.INSTALL APPROXIMATELY 113 CY OF HEAVY GRANITE STONE OVER AN AREA OF APPROXIMATELY 787 SF. MARINE LADDER nP. 2ND FLR. DECK `. \��. ��\ 1�� �'��`` 'x...x - / \ .52 "t EL a.(8t CONCRETE ` 0' ( —1 •t'{ CONC. WALK - '�I,i r i �'%" ,'( \ �-------------------� 1 I ' '' LEGEND ; f STORY PROPERTY LINES 13'-0"t 34�-RV4"} , PROPOSED 3'X8' GREENHEART I 1ii'r tI i m i 1 11 I - I#� -s DECKING PIER (322±SF) x_; x A ; ; ; ; ; ; ; I , , - 13 CONC, xxa 1 ' L IGH THOUSE CONK. `\ x,e ® PROPOSED FIBERGLASS GRATING .�J! \ , I`i - � r I WALK (131 tSF) REMAINS ' x-,a FENDER PILE W/LINE PROPOSED WAVE SCREEN (19.5±LF) RITE FENDER SYSTEM x-�( CONCRETE FOUNDATION m �(nP) �; ,, : r _ I ` 3'--6 t (SEE _ o PROPOSED RAILING (94tLF) WALK N TE 6 ' _ _ xo., -,., L elltt ) ,µ a x I PROPOSED FENDER PILE WITH LINERITE FENDER SYSTEM (10 EACH) �� \I _s xa frx I \ 1 i ' i i i `.' %i- ----------------- ! / i i lr ( xx PROPOSED ALUMINUM MARINE N x \1 r ; i r I r ``�kfa :/ _---_•------------- --- / , , ,' 2 -11"t - 19'-10"fx PROPOSED 19.5 LF WAVE SCREEN 8 LADDER (3 EACH) x,s `._ ------ _ / r �` - n \1 �+ �+ \ `, �` \--- ----- -- "`__ /�/ / \` �`` i x-e>• x-" x(aPROPOSED 3'XB" x PROPOSED HEAVY GRANITE STONE i c �_ 40�-3"f' ` >.I x-.. I GREENHEART DECKING PIER (113tCY OVER AN AREA OF 787tSF) d x�. _ - PROPOSED FENDER PILES ( EACH) ____ _ — 2Ddl�9F _ _ x..+ B9U6DERS__ ___----- __ ,,_- ' x-" PROPOSED 5 PILE DOLPHIN `� \ � �i� %lift ---- N ______-_ ---- _ �_ x x _ _ -ei _.>- - _ f _ PROPOSED 5 PILE DOLPHIN (1 EACH) I I I - _ r x-... x I ---- ---------- --���_ _ � i � I RE LOVE AND DISPOSE c / OF EXISTING FENDER S M COASTAL SHOALS, BARS, AND MUDFLATS �i' PILES (TYP.), -- ! ' i _LT9PJ `) r- ' PROPOSED FENDER L Z LITTORAL ZONE of x v _ MATCH EXISTING EL 8.36t i ` PILE (TYP.) o H.W. EL 1.� _±'x x.,` __ _I__ t-za xv _ x� 11 x-" -_. _____PROPOSED 8'0 GREENHEART ' C E 1 V E i PILE FASTENED TO STRINGER x-" 'a ' l;i� AND EXISTING CONCRETE GARDINERS B_A M.H.W. EL 0.98f „v. S M U �7 a+ .M.L.W. E -1.5 ��Qfl m PLAN APPROVE BY s SCALE 1"=10' (22"X34") J ED4O^N4 SME� Y M SCALE 1"=20' (11"X17") SoLrttlold Town NVENTOR N� of Trusted m OF 10 0 10 20 DATE BY DESCRIPTION APPROV. BY `- REVISIONS DATE SCALE IN FEET o '{F• /�,�Q((� 17� �� zo o zo ao TOWN OF SOUTHOLD a SUFFOLK COUNTY, NEW YORK raN _ SCALE IN FEET LONG BEACH BAR BUG LIGHTHOUSE o w �c GENERAL PLAN I o w _ __ - - ---- — N L. K. McLEAN ASSOCIATES, P.C. 0 O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NY 11719 O WATERBODY: DESCRIPTION: DATUM: Designed By: KJM Scale: AS SHOWN Shest No. O REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t Dew"By. OCR Date: FEBRUARY 2024 3 OF 9 / STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Approved By: RAS Tile No.23168.000 a 11111AIIII IIIII�IAIII11111111N IIII101011111111011111�II II101111 I NOTES • — 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011)AND THE VERTICAL DATUM IS REFERENCED TO NAVD8B (GE(GEOID12A)THROUGH THE USE OF RTK CPS. T2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN THE NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. I I I 3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY I1 I REMOVED TO AN APPROVED UPLAND AREA FOR DISPOSAL NO DEBRIS IS PERMITTED IN WETLANDS AND/OR PROTECTED BUFFER AREAS. r II�II �I�II I 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN-KIND. JII 5. SAWCUT AND REMOVE EXISTING CONCRETE WITHIN FOOTPRINT OF PROPOSED TIMBER PIER. I Iu ti'I I 6. 35(8'DECKING SHALL BE FASTENED TO STRINGERS WITH (2) LONG SOWS SCREWS AT 1"FROM THE OUTSIDE EDGE AND 1.75"OF THE ENDS OF EACH PLANK (DRILLED AND COUNTERSUNK). 7. REMOVE 148£ SF OF OPEN PILE TIMBER PIER AND INSTALL 453f SF OF OPEN PILE TIMBER PIER. 11 \ 8. INSTALL APPROXIMATELY 113 CY OF HEAVY GRANITE STONE OVER AN AREA OF APPROXIMATELY 787 SF. II-I 9. REMOVE AND REPLACE EXISTING STONE AS REQUIRED TO FACILITATE ARMOR STONE PLACEMENT. ICI]I I II IIC�]II II I IC1]1 . _ :]� IIIIICCIII lI_I IEI]I _ IIII I n n n EXISTING CONCRETE PATH II I 28 ___.... .. ............ ..............._...__1f __..._._�.___..._ .. .. ... ._.... ... _ ._--...._..____L..._.__..__._1.1.. _..__._..._-..._...-TO REMAIN... .._ _—_-. --_ ._ ___._.- ......._....__...._._.__...__.- li If H H il_fl It it tl II 11 II _.. .... ..............__ ............. _.._.._...._._ ._._.__ _.-...__-._____.. ... ._.-._....- _. ._-- 3T-3' 26 _.__......... ....._.__._.._...._..._._...__... .. ...........__..____._...... ...._ ..............._........________................ .... ............ .. _..._......... _.. .._.._._._..._..........._........._..... .......... .... ._.............. ...... ...................._i f_........ }....._ _.._. .... ._. IRE_ II II IL_IL.. ..._. IF II-._IL_IL............._-II-IL_..._..................._............... ___ ..... 3_6 t __---........................__. .................,_, ...._......................_._... _..._......................._......_. ........ ....,_..,......................._........ _............ . .. ............................. .. .. ..._. 7 5 19 10 .. ........................._....__._._.._...............__.._._.__....._........_.... _......... ....... ..._............. ._....__.__. ........ SEE NOTE 5 .........._ ... ........... ..... ... ...... ... ...... .._...__...... . ...._..... - ---.. _.._........................._ .._... --....__....__.......__......._..._.... - -- __._...._... �h.. u u I ��� a II III u ..............---'- _.. __._.... .. ............. ... ._............---.....__...... -._._._........_..._....---................- ......... _ ...._......... .._........ . ......................._..........._ 111111 -_. Sli(ii .._...._..... .. ........__._._.__ __.....__..... __..._.....__.._ .. _....._..........._.... ......._........__ ....__.........._ _ ."._. LTRA-TEC CABLE RAILING,3 16' ..._. ...__........__...._....______._....._...... ._.........._.......___..................._........_.._..._....._.__. _ ._.. _ .__.__...... __ _....__._.....__.._....__..__._ .... _._.. .._.............._....._...... .... .._....................__............ ..._. . .__...._...___.__ / ........._22 -.........-.....-_.........._.._........_....__-___.... _.._.._.__.__...__...___. II I�I IpI I�I.. ....._...._.......__...._......._._ ........___._......__ `pIIIIIIII�IIIIIII`IIIIfIII IIII IIIIIIIIIII IIIII . ....._.__...._-.._..____ ........................................ _.__.....__ ..._ .._.........._..........___.__..........___.___............. ................._._._..__._.._..___..._._.._........_........_..._.....____._._.___.._.__ Uu _......_..........._.............._._._.. ...............-:_...._ ... .... ._---MAX.-3(T�:S EE-'RAL DETAIL)- ...___.__.._._.__. _ ...... _-_._ ......._..__i I ....._ _._lI ... ... ................ ........................_. _..... .. ..... .. .......� ___ ._...__— III�IIIII'IIIIIIIIIIIIII�IIIII IIWIIIII ..... ......._ ... ..............._.._ 1'X6'IPE HARD WOOD TOP ........ ...... ... ......... .. .... .......... ...... .... ........CAP EL.B.Sf MATCH EXISTING CONCRETE ISTING IX Ir 3'%B' _. ... .. .. ... ...... .......................................L..—...—.__..— ... ............... .... .............. 18 .............-.... .........._...... ._.._._._.... .. WALKWAY ELEVATION) CONCRETE PATH ..... ...._ ....._................,._ _ ..._..DETAIL)..... _.... GREEN5)A-- DECKING(SEE _.._.. ....._................ ........-_-._........._...................._.....__._._______._.__..._-._...._.._............_.__.._...__...___ _.__._._...TO REMAIN-...... ._._._. __........_. "._. _......._.__.........._........_..._.. .._......_ ........._..___-__.._..__ - ___........_._........._.. ..._ _ _.____.__.___._.__....._.___.__._.__...._...._._.____._...._.__ ______...____.___...._......___._.. 16 ...__.........._...___............._....._. ._.___.__............_......._....... ._-...._._._.._.._..._......_ ........................._._....._.._..-.__._...__._ ._....__._.._... ..............__.__...._-_...............-__..._._...._..._..._...._._.__....._._._._.._....._. .. ........_....__.._......_._........_..__...._........._._............_..._..__-_.....__.__......_.__........._._....._ ....___........ ... __. ___....._._............_....___.__....___...___...._.._____........._._._.__._............_...__.-_.____.______.___.___...._.._______....._...__...-_..._.......__...___.._...___._..__-_-_..._......_.._..___.. .-- _ ....._ ___....... ......... .. .. .. ... ........._... _ �z4'IPE POSTS r _ ___ _ _ _ ...... __.. _.... .. ............ PROPOSED 2..70N.HEAVY.ARMOR..SID E. .............. .....,...._... ..._............._.... ..........._......_......_.. ._........ .._... ..._..._......_...__.._._.._..__...__...._..........__.._.__...._......_._._...._..._......._.. ....._._... .ROP.OSEO..UNERIfE..FENDER...... 14--........................ ........ ....._ ... LAID T FOR WALKING SURFACE BOARD SYSTEM GRANIE FLAT( ) ..__........ ......... ......._......_.........._.._. .._.......................................113±CY"OVER�AN AREA-OF-787f5 ......._........ ....................._.. ......... ,............. ............._...............................___....._. ....._. ... ................ - ._..._......................_.... ..........._.. _....... __...-...._...............LASS.................................... ..._ .........._.. - - _............ .............. .._''.. .............._.............___'-, ..............................._.__......._._...._..._..... ............... .__.__..__...__-.___._....__.._.._..... ...................... ..._.........__............:-_.. _._.-....._._-___'____...._-.____._- ...____._._...._........_........ -_._..._.._.._..._-._._.. ....... ............... _..... ...... ... - .__.__._._..__................._...... ._...... _......-__ - - __. -_...__..._._..._..___..__..-__._..._..__ .__ 12 _ _.. .... ._.._ .. ... ___ _ _ -_ 3•FIBERGLASS GRATING _ __ S7AIRCAE SEE SECTION E-E _.._.... .................................._.._.............___.___............ .............____..._._.___.___..._._...._..._....._........... ...._._.. .. ._........___...._._......_.__-__.__.___.-__.._._-_._.___ __ ._.. .....________....._.._........__ ._.__....__.__.___.__. .........._..........._ .. ...._..._........ ..._..__..._..___... - ._ __--...__ ___._._._ _.. ..__..__ ( )......__._._.__........_..._._ _ - OD BO OM -0' ...._..... -. ._..__.__.._. ........_............._...._..__...._..._....__..__......._.FlLL..V I S-.ALONG._ II AND_.. ..._.._........_......._.__... .._..... .._......_...._... .._._.-_. _...__ __.___.________.._.._.._.....____._..__........_........_.__.. ._ 10 -...... SIDES WITH W=500 LEIS STONE .......__.___..... ...... .._....._....................___....._..._.. .._... ....._......._......................___..___... 04 ' REMOVE AND RESET IXTO F ARMOR . - TOP bF PROPOSED�bECKINb EC 6.68£ Q .........__. .._..__. ...._..STONE AS�NECESSARY TO'FACILITATE-��__.__........._.......... __._................___.,yam �........ ._ \..... .._......�_._......__..............._...__ ...._..... ... ___._.........._.... ..,...... ...... ... .. .............._..... ... ................ ................ 6 PLACEMENT OF PERIMETER WALKWAY STONE _ SEE NOTE 9 �1 ( ) � ®24'O.C.MA%.W HB S.S _._........ ... ...._.._. ..__..__.....__Z___.. ..._..__....... ....... m .._...._ _ ( - HURRICANE STRAPPING i o l 1 it f 11. 2 ... ..... . ............................................._ ................. .... .... ......_.._... .... �P _....... . .. _.._. .._..._f_...._......_.. .._..-...__....... ...........__.. .. ............. _\ . __.._ ........ ..... { ... ........._{_._1. III 1.. . - . f. y \ -- -- ....... ......................._....... ..._._....._.___.........._.._...._....._.....__... ....... ._.. ...... .................. .......... .._..........._.. .... .............. _. ...._ .. ....... .......... _.._...._. ._.._._._______._.----__...._..._..... .._.__....____.._. ._..__... .._...._ _ _ .. 8'Jf8'GREENHEART.................... II ° — .._ ........................... _._ _......._..___..._..... .".__.._._....1.. .........----.._. ..._..---.._.... ..._ ......... ...._..... ......_....---- -._._.........__......-- -.._..---"---. ... ....- ---_._-.........._..... ..... .._ ........._ ..._.. ._ ......._... WALE .. al / -_.._.- ._ .__... ./ ....... ................. ........... ............. _...._.. ........... .. _..................... .. .\\ .__....__.I- _...... _. ...._:..._ `_.........._ .... .. ...... .._.....�.. ..............._ ............... ........_ _ .... ...._... -CAPS FASTENED"TO"PICE.W/.... ..... rn ........... ..... ._.........._.................... ... .. ............ ... ......... ... .. ............... __. ... ....._ ._.... ... .......... ......... ....... ....... ......._._. ..................... ......_...-.................... ...._........... .... .............. _ ....... ...........1.. ��i ..-................... .... ... ............................... ... .. � �, —— ` —q .. _.. .......?--� _. ... .......... - - (2)-3/4'0 GALV,TIMBER.... ._._...... ..... ... ..._._....._____..._...-'-_._...._........ .......... _... ._ _.._ _. 1 .........._._.._ ..... ......._..._ ....... ..... _.. ...... ..._____._......__..-_.- ........_.......__. ...._....._....._. ._.. .._ -. \__.._... .._.____ __ ..........__..._. ... ...._... ........... ..._. ...._ ..... _THRU-BOLT4. ..................__..._...._...... .._..__... \ \ \ OYP)._..._ .. / T rn ! ... r I 1 _... ............__--'I'___ .._._....................._ .�� 3 - - - __.:....._........._ ..... .�... ... .. L....__._. ... -.... f__.. 1......... _. _.-.. .__.... --._.. ...... - ._._.__...... _.........._.._.. . .... .... ...... .... .. .. -- -- 0 ......................___._ � � � __ .......____._ ......_... ......... _ _ _ .PROPOSED 3'X8`.GREENHEARr—._ .- ............... ... ....._......__..........._.......__- _.. .....zz:__._......._.. ........ .............. .. __............._._.__. .... ......... .... ....... ............ ... ... ... ,.. -10 .._........ _....._............_.._.__....._ ..�....___..- - �... .._._...._ � � �. .......� � ........... ....... ... -.- ._._... ......._. ' .. .,.I ..TIMBER-TIiANSVERSE CROSS ......1.... . BRACING FASTENED TO PILE ` - _J ... ... ...._ _ .... .. ......yjRFi t'0 6ALV.TIM9ER BbLTS O \ 35 LONG 10-0-Mill.TIP - U _ ............. ..__.._.............__......_._..._...._._..__.._-_._.... _.._..._...... _.. ......................_.. ............... .............. .. ....._.. .............____....... .....__........ ...._....._..........................-_...._....._........_............_ .._.........._..._ ........_... .........._..._... _ ... ......_.. Ir I.. ..._... .._.... -14 .............._.........._........_............_............. ................._..._..__......._.........._.......... _.. ..._...__...._... GREENHEART TIMBER-BATTER ._.. ...... _.. ...... I........ I- .._.1 .... ........ ... __ ......_.. ._..._.___.._.... ......._....._._..._..___... MATCH IXISRNG EL 8.36f ... .. ... ... ...... ... ........ ... -. WAVE SCREE NO .............-..... ......-__........_............. ........ _... _....._................................... _....._.................... ..................._ .. ... ...................... _....-._........ ................... ..... .... ............_. .... ................ ...._.... ..... ............._... ._...... ................ .._.................... _ ._. _.............. .. .. --- _...._... ..........._............................. _.. -... ....._......_.. _....._ _ . ._ EE MISC 0 S .... ........._....__.__...._...._.._...... ..........__-.__._....__................... _...__.__......_ ........_.... ......... ...-_..____.____....._____._-___...._ _.. .. .. __ .. ._.. ......._ -..__....... ._'.__....._........._..... ..... .._. .. ...._......_................. ................ ..........._...._ .. ............. ..... _._... ................._._. ....__........_... E U.._....... ..._- DETALS-1 U .._.__........__._._.......... _......... _.... PROPOSED-e'0. ..._......._..... ____._... ...........__._........._..,_.._.._ ._..__.__..__..._.._._......_....-___._._. GREENHEART ..._._._.... TIMBER PILE BOLTED TOLONGEMOVE EXISTING .-_... ...._..... ... _... - _... .. .. 35' B' M N. m -20 .._._........................... ...._.._._.....__..........................__.._._..............._................................... _ ... STRINGER AND'EXISTING... ..._. .. _ ..... .. .._......___.__.____.__._.............. _.. GREENHEART TIMBER PILES TYP. N ( ) � ._..... _ ..._... ...._..._ CONCRETE .. ... ..... .. .... .. ...... .... ._._.. ..... _........ O...LONG_8.0..MIN...TP............_. _..., GREENHEART TIMBER FENDER O -_. .. .... .............. ............._....__..___................_-__........_....__......_.__......._........-______... ..........-._._ ......_.__...-..___.._...-............- -_ ....... ....-..... ..___.. .__. .. .._.__...._. .._............._.. ............_....._.............. __......... .. .. _......._.._ ......_._._ _ _.."LE - ._ - -0 .. ......-0 ... ..._0 ... ..... 11'-9' ISTING GROUND s _ ._.. ..._._..............._..................-___._ ........_..................._______.....__....____.......... .. ......__.-._ ...-._________.......__....-_.__.__._ .. ............_....._.._...__..__............... ..........__._..._.._.._.__...___.__.-............................ .........______-_-._......._ ___.___.............._.__._____........_.................... ............._._.........._._.. ............_...._..... __.____-_.. ._._-__.__.__.._ ___..___-___._. -_..._-______.. TING. ._. ............._._........_, J SECTION A-A ECEIVE SCALE 1"=5' (22"X34") DATE BY DESCRIPTION APPROV. BY c SCALE 1"=10' (11"X17") REVISIONS � MAR " � � TOWN OF SOUTHOLD o SUFFOLK COUNTY, NEW YORK a E LONG BEACH BAR BUG LIGHTHOUSE CL In M o w Southold Town ftwofTmstce4 TYPICAL SECTION — 1 N � � - L. K. McLEAN ASSOCIATES, P.C. ON O CONSULTING ENGINEERS 437 s0U1N COUNTRY'RD.,BROOKHAVEN,NY 11719 600 WATERBODY: DESCRIPTION: DATUM: sheet No. Designed By: KJM scale: AS SHOWN O REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t Drnw"By DCR Dote: FEBRUARY 2024 4 OF 9 r STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Approved By RAS Fle N0.23168.000 o_ NOTES: 8'-7"t — EXISTING PIER TO BE 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011) REMOVED AND LEGALLY DISPOSED OF AND THE VERTICAL DATUM IS REFERENCED NAVD88 1"X6" IPE HARD WOOD TOP CAP ® 30- (SEE RAIL DETAIL) -- (GEOIDI2A)THROUGH THE USE OF RTK GPS. 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN THE FIBERGLASS GRATING AS NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM 4"x8" GREENHEART STRINGERS ® MANUFACTURED BY McNICHOLS OR OF THE PERMIT. - 24"t O.C. MAX. W/ H8 S.S PROPOSED 3"X8" GREENHEART APPROVED EQUAL (SEE NOTE 7) 3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF HURRICANE STRAPPING (TYP.)_ -1 n DECKING (SEE NOTE 5) THIS PROJECT SHALL BE COMPLETELY REMOVED TO AN 35' LONG, EPDXY COATED STEEL TOP OF PROPOSED PILE EL. 8.68t APPROVED UPLAND AREA FOR DISPOSAL. NO DEBRIS IS H-PILE HP14x102 A572 GRADE 50 _ PERMITTED IN WELA TNDS AND/OR PROTECTED BUFFER OR APPROVED EQUAL TOP 20' OF - - I I I 4"x4" IPE POSTS ® WEST SIDE — EAST SIDE AREAS. H-PILE TO BE COATED WITH EPDXY 3'-6" I I 42" O.C. (SEE DETAIL) 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN (ALL SIDES). KIND. I 4"x8" GREENHEART STRINGERS 4' PROPOSED UNERITE FENDER S. 3"X8"DECKING SHALL BE FASTENED TO STRINGERS WITH tY4"0 A325 GALV. BOLTS (TYP.) WITH HEX ® 18"t O.C. W/ HIS S.5 BOARD SYSTEM (TYP.) .(2) s" LONG SOWS SCREWS AT I"FROM THE OUTSIDE TOP OF DECK EL. 6.68t HURRICANE STRAPPING (TYP.) g'_p^f EDGE AND 1.75"OF THE ENDS OF EACH PLANK (DRILLED NUT & WASHERS (TYPJ (411 MATCH EX. DECKING EL.) ' -AND COUNTERSUNK). EEN EL 5.58f 1"0 GALV. TIMBER 6. FIBERGLASS GRATING SHALL BE FASTENED TO STRINGERS TOP OF WAVE SCR 0 o BOLT (TYP.) TOP OF PROPOSED GRATING EL. 4.68t WITH S.S. SADDLE CUPS AS RECOMMENDED BY o `� �' ® (2) X-0 GALV. TIMBER BOLTS 10 YEAR STILL WATER EL. 4.20t MANUFACTURER. SOUTH SIDE — — — — — WITH HEX NUT AND WASHER I WALE EL. 4.08t 10 YEAR STILL WATER EL. 4.20t o 0 0 o I (2) 3"X10" GREENHEART PILE -DECKING: 7. FIBERGLASS GRATING: : MODEL MS-R-ST-150 AS MANUFACTURED BY I CAPS FASTENED TO PILE W/ McNICHOLS OR APPROVED EQUAL 1"0 A325'GALV. BOLTS, WASHERS & - NORTH SIDE a I h (2)-3/4"0 GALV. TIMBER —STAIR TREADS: MODEL MS—S-150 AS MANUFACTURED BY 8"XB" GREENHEART TIMBER NUTS (TYP. PER H—PILE) WALE (TYP.) THRU—BOLTS (TYP.) McNICHOLS OR APPROVED EQUAL I \\I (2) 3"X10" GREENHEART PILE CAPS i 8. REMOVE 148d: SF OF OPEN PILE TIMBER PIER AND INSTALL B"X8" GREENHEART TIMBER WALE FASTENED TO PILE W/ (2)-3/4"0 + 453f SF OF OPEN PILE TIMBER PIER. ' I I GALV. TIMBER THRU—BOLTS (TYP.) I S.H.W. EL. 1.30t WALE EL. 1.71t S.H.W. EL. 1.30t M.H.W. EL, 0.9871: I I I 8"X8" GREENHEART TIMBER i I 2"X8" GREENHEART TIMBER WALE I I M.H.W. EL 0.98f WALE (TYP.) PROPOSED 8"XB" GREENHEART I / 8"X8" GREENHEART TIMBER WALE BLOCKOUT FASTENED WITH (1) 1"0 GALVANIZWALE EL. —0.67t I O O WASHERS ED THRU—BOLT WITH OGEE M.L.W. EL. —1.54t Jy. I M.L.W. EL. —1.54t / 4"X8" GREENHEART TIMBER WALE _ I 1 I 1 GREENHEART TIMBER BATTER PILES (TYP.) 40' LONG 8"0 MIN.�TIP / 8"XB" GREENHEART TIMBER WALE I 3 I I GREENHEART TIMBER FENDER 3 PILE (TYP.) / o, BOTTOM OF WAVE SCREEN EL. -4.42d= 3"C.0 I I RIES FROM PROPOSED 3"X8" GREENHEART EX GROUND TO —L. VA TIMBER TRANSVERSE CROSS N BRACING FASTENED TO PILE WITH I 1"0 GALV. TIMBER BOLTS (TYP.) a 10' LONG, 3"X10" BATTERED GREENHEART TIMBER I WAVE/ICE SCREEN, TYP. (WHERE SHOWN ON PLANS), I I I I o (2" GAP WALEEECO NECTIONN EACH E DETAIL SEE FOR FASPLAN TS ERS)AND I I I I 35' LONG 8"0 MIN. TIP 0 GREENHEART TIMBER PILES o EX. GROUND EL. VARIES FROM (TYP.)_- I I -5.00t TO -8.00f 0 I 12" LONG Bx6x.5L FASTENED TO H-PILE WITH I I I I ° (4) -Y4" BOLTS, WASHERS & NUTS (TYP) TOP & BOT. (EPDXY COATED BOTH SIDES), 35' LONG 8"0 MIN. TIP m (WHERE SHOWN ON PLANS) I I I GREENHEART PILES SECTION C—C FIBERGLASS GRATING o I- I I 35' LONG 8"0 MIN. TIP N.T.S. GREENHEART TIMBER BATTER PILES (TYP.) 10 —J L U U 0 4X4 IPE HARD WOOD-POST 0 42" O.C. - 1X6 IPE HARD WOOD ® 30' 1X6 IPE HARD WOOD ® 30' j 6'-5"f ULTRA-TEC CABLE RAILING, 3/16" TYPE 0 UQumw 316 S.S. CABLE ® 3.5" O.C. MAX. 3 (TYP.) AS MANUFACTURED BY THE CABLE O s CONNECTION SECTION B—B INSTALL CABLE THROUGH CENTER OF TIMBER PIER POST RECOMMENDATIONSCTURES(TYP.) 3'-6„ DECKING SURFACE N.T.S. ffi ---- ——————— --- DATE BY DESCRIPTION APPROV. BY c ' ` REVISIONS TOWN OF SOUTHOLD" a ® V E-0 (2) }" 0 GALV. TIMBER BOLTS WITH HEXSUFFOLK COUNTY, NEW YORK a 4"xB" GREENHEART STRINGERS ® NUT AND WASHER (TYP.) E n 24"t Q.C. MAX. W/ HB S.S LONG BEACH BAR BUG LIGHTHOUSE M HURRICANE STRAPPING (TYP.) o W MAR — 4 TYPICAL SECTION — 2 a WE RAIL W/STEEL CABLE DETAIL N N.T.S L. K. McLEAN ASSOCIATES, P.C. 0 o Southold Town CONSULTING ENGINEERS 437 SOUTH COUNTRY RD..BROOKHAVEN,NY 11719 00 BulwoFTIUStm - WATERBODY: DESCRIPTION: DATUM: Designed By: KJM some: AS SHOWN Sheet No. REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t D,o."%r. DCR Dote: FEBRUARY 2024 5 OF 9 u-/ STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Approved By. RAS RI.No.23168.000 a DETAIL A (SEE EXISTING PIER TO BE REMOVED NOTES. MISCELLANEOUS DETAILS-2) AND LEGALLY DISPOSED OF 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011)AND THE VERTICAL DATUM IS REFERENCED TO 4"x8" GREENHEART STRINGERS ® NAVD88 (GEOIDI2A)THROUGH THE USE OF RTK GPS. 24"t O.C. MAX. W/ HB S.S ULTRA-TEC CABLE RAILING, 3/16" 1"X6" IPE HARD WOOD TOP 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN THE HURRICANE STRAPPING (TYP.) TYPE 316 S.S. CABLE ® 3.5" O.C. CAP ® 30- (SEE RAIL DETAIL) NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. MAX. (TYP., SEE RAIL DETAIL) 3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY REMOVED TO AN APPROVED UPLAND AREA FOR DISPOSAL NO DEBRIS IS PERMITTED IN WETLANDS AND/OR PROTECTED 1"X6" IPE HARD WOOD TOP - BUFFER AREAS. CAP ® 30' (SEE RAIL DETAIL) - 8'-0"f 16'-5"t PROPOSED 3' WIDE FIBERGLASS 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. 4"x4" IPE POSTS ® GRATING STAIR TREAD AS 5. PROPOSED FENDER PILES NOT SHOWN FOR CLARITY. MANUFACTURED BY McNICHOLS OR 42" O.C. (SEE DETAIL) APPROVED EQUAL 6. 3"XB"DECKING SHALL BE FASTENED TO STRINGERS WITH (2) 6"LONG SDWS SCREWS AT 1"FROM THE OUTSIDE EDGE AND 1.75"OF THE ENDS OF EACH PLANK (DRILLED AND COUNTERSUNK). PROPOSED 3"X8" GREENHEART DECKING (SEE NOTE 6) 4"x4" IPE POSTS 0 7. MANUFACTURER. (2) SHALL BE FASTENED TO STRINGERS WITH S.S. SADDLE CLIPS AS RECOMMENDED BY 42" O.C. (SEE DETAIL) (2) 3"X10" GREENHEART PILE 8. FIBERGLASS GRATING: ' CAPS FASTENED TO PILE W/ -DECKING: MODEL MS-R-ST-150 AS MANUFACTURED BY McNICHOLS OR APPROVED EQUAL- (2)-3/4-0 GALV. TIMBER -STAIR TREADS: MODEL MS-S-150 AS MANUFACTURED BY McNICHOLS OR APPROVED EQUAL 4"x8" GREENHEART STRINGERS THRU-BOLTS (TYP.) I I I I 18"t O.C. W/ H8 S.S HURRICANE 9. REMOVE 148t SF OF OPEN PILE TIMBER PIER AND INSTALL 453t SF OF OPEN PILE TIMBER PIER. _ 3'-6" I I - STRAPPING (TYP.) 35' LONG, EPDXY COATED STEEL H-PILE HP14x102 A572 GRADE 50 OR APPROVED EQUAL. TOP 20' OF H-PILE TO BE COATED WITH EPDXY _ _ i� TOP OF DECK EL. 6.68t (ALL SIDES). \ (MATCH IX. DECKING EL) TOP OF WAVE SCREEN EL. 5.58t kk 0 0 tYa"0 A325 GALV. BOLTS (TYP.) WITH HEX NUT & WASHERS (TYP.) TOP OF PROPOSED GRATING EL 4.68t WALE EL 4.08t I 10 YEAR STILL WATER EL. 4.20t 1"0 A325 GALV. BOLTS, WASHERS & O O NUTS (TYP. PER H—PILE) 8"X8" GREENHEART TIMBER WALE \\I I WALE EL. 1.71 t I I 2"X8" GREENHEART TIMBER WALE I I I I I I 8"X8" GREENHEART TIMBER_WALE WALE EL. -0.67t I O" Un W L. . -1 � 4"X8" GREENHEART TIMBER WALE M. I 1 I .5t � a SOUTH SIDE 3 B"XB" GREENHEART TIMBER WALE I I (2) 3"X10" GREENHEART PILE N CAPS FASTENED TO PILE W/ .a BOTTOM OF WAVE SCREEN EL. -4.42f 3"C C I I I (2)-3/4"0 GALV. TIMBER I I PROPOSED 3"XB" GREENHEART THRU-BOLTS (TYP.) TIMBER TRANSVERSE CROSS InBRACING FASTENED TO PILE WITH 0 I I I I 1"0 GALV. TIMBER BOLTS OYP.) 0 10' LONG, 3"X10" BATTERED GREENHEART I I I I PROPOSED FIBERGLASS GRATING TIMBER WAVE/ICE SCREEN, TYP. N "\� (2" GAP BETWEEN EACH SHEET, SEE PLAN I I I I ur VIEW AND MIDDLE WALE CONNECTION PROPOSED 8"XS" GREENHEART DETAIL B (SEE DETAIL FOR FASTENERS) BLOCKOUT FASTENED WITH (1) 1"0 MISCELLANEOUS DETAILS-2) N I I I I GALVANIZED THRU-BOLT WITH OGEE 12" LONG 8x5x.5L FASTENED TO H-PILE WITH WASHERS - 4"x12" GREENHEART STRINGERS (4) -Y4" BOLTS, WASHERS & NUTS (TYP) TOP I I I I ® 12"d: O.C. & BOT. (EPDXY COATED BOTH SIDES) IX. GROUND EL. VARIES FROM 0 —5.00d: TO —8.00t 0 1 L I I I I I - j 35' LONG B"O MIN. TIP GREENHEART TIMBER 0 PILES (TYP.) J L 0 s 35' LONG 8"0 MIN. TIP l 4' GREENHEART TIMBER BATTER J PILES (TYP.) II -5"t 7'-7"t 7'-7"t E Cl, EIVE a: D DATE BY DESCRIPTION APPROV. BY a REVISIONS '2 SECTION D—D TOWN OF SOUTHOLD N.T.S. 0 MAR 1 2M1A SUFFOLK COUNTY, NEW YORK E n UL4 LONG BEACH BAR BUG LIGHTHOUSE as w Southold Town TYPICAL SECTION — 3 N w BoaW of Trustees L. K. McLEAN ASSOCIATES, P.C. ON O , CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NY 11719 O 00 WATERBODY: DESCRIPTION: DATUM: Sheet No. O ° REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t Designed By KJM scale: AS SHOWN N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t Drawn By, OCR Date: FEBRUARY 2024 6 OF 9 / STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Approved By, RAS Flle No.23168.000 a • I II���� I 1. THE HORIZONTAL DATUM IS REFERENCED TO NADB3 (2011)AND THE VERTICAL DATUM IS REFERENCED uu�l �I I�III �I u TO NAVD88 (GEOID72A)THROUGH THE USE OF RTK GPS. u uu 2. CONTRACTOR SHALT.READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CO.D..NS CONTAINED IN THE NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. 3. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND PROVIDE TWO WEEKS NOTICE TO OWNERS/OCCUPANTS IN THE VICINITY OF THE PROJECT LIMITS. 4. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY REMOVED TO AN APPROVED UPLAND AREA FOR DISPOSAL NO DEBRIS IS PERMITTED IN WETLANDS In �nI I AND/OR PROTECTED BUFFER AREAS. IIHI IHII I 5. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. 6. INSTALL APPROXIMATELY 113 CY OF HEAVY GRANITE STONE OVER AN AREA OF APPROXIMATELY 787 SF. 7. REMOVE AND REPLACE EXISTING STONE AS REQUIRED TO FACILITATE ARMOR STONE PLACEMENT, / E i of nl C_ \ - / I I II II II II I I \ / I� III III ECII I,EijIECII -... —f�..........rnl�� ...r=FF ..............--_..... ...__ .I --_ ........._..... . 28 .......____..__...._.._......._........................._..._.._......._...... ............__...._........_.........._..........._........._.............._.........._.._._..__--------.-_.----....__....._......_........_...............................- ----......_..._................._.._._._.._L...... .._... .1- ----.._.. _L_ ......................_......_...... ...._._..._-__'_"---.._.. ..__..........._..........._ ...__...._......_..._._......_ _ _ _...__.__...__.._.__................._.___.________-----------.__.__..._.....__._.__.._k l__ . . . ._..... . 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I IXISISTR CONCRETE 20 ....._..._.....__..._...._.._._._._.. _._ _.........---......._................................._. ..- -- ' IIIIHIV�lllll� � �IIVVflllll I -.- _........ ...... ._ _ __ STRUCTURE TO ... .... ........................................._._.._._.........__._REMAIN-..._.... .._ � .... ...................... .._._.___...__ ._ IXISRNG 18 _.._..._._..-.................................................... ......... .................._...._..__._-....._........______..._.....__._......._.._.._.._.........._..........._-__.._......._....__.. __......_..... ...._...._......_........_.L.—...—_._.__ .__..... ..__.._...__..__..___................._...............___..___.._____.._....__....._............_......_._....__..-._.___..._....._.___._.._.........._._..,.__._.......... CONCRETE PATH ............_. .................._....__._.................._................._....._..... _............................................_.._..___...._.____....__._.____.-___._ __....._..TO REMAIN............_...... ._ __................._. EL B.St MATCH IXISTING CONCRETE 16 ..._.........___._.__.__.._......_................................... .......... ......_..__....._........-._.......-(_._................_........_............................ ..._...._....._-__._-___._ _... ... _ ..._..................................... ...................__.-.._.. ..._....................................___.-__.____..____...______.._... .................._......_.._.....__._-____.___...................__._._.............. ...._-_.__._._._.._........__...._._._.._.._.____..__...._......_ WALKWAY ELEVATION 4 ._.................._ I_.............--..______-_-_.___-__.._...._.._ _.._._---_.--__-_.___._.....__ N PROPOSED 2 TON HEAVY ARMOR STONE _ 12 --...._.__ ..._ _........._.......__......._.._._._...__._._......._......._. ... __..-...AT ..............IN .... .......- ......_.-.____-_ .____-._.-__.. ........ ..._...._........._............... .. .._.................. 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J SECTION E—E SCALE 1"=5' (22"X34") o SCALE 1"=10' (11"X17") J O� EC E I V E c I 1 DATE BY DESCRIPTION APPROV. BY f� 0 1 REVISIONS TOWN OF SOUTHOLD o_ MAR — 2024 SUFFOLK COUNTY, NEW YORK E a° a1n LONG BEACH BAR BUG LIGHTHOUSE �1 o w Southold Town Board ofTrusfees TYPICAL SECTION - 4 N w 0 L. K. McLEAN ASSOCIATES, P.C. �O CONSULTING ENGINEERS 437 SOUTH COUNTRY•RO.,BR00KHAVEN,NY 11719 O Sheet No. 10 oo WATERBODY: DESCRIPTION: DATUM: Designed By: KJM stole: AS SHOWN REMOVE AND REPLACE EXISTING TIMBER PIER-LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98f Drawn By: DCR Date: FEBRUARY 2024 7 OF 9 STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54f Approved ey: RAS File Na.23168.000 a 10' LONG, 3"X10" BATTERED GREENHEART TIMBER WAVE/ICE SCREEN (2" GAP BETWEEN EACH SHEET, SEE PLAN VIEW 1"0 A325 GALV. BOLTS, WASHERS AND WALE CONNECTION DETAIL FOR FASTENERS), TYP. NOTES, & NUTS (TYP.) _ 3'a'0 A307A DOME HEAD TIMBER BOLT W/ 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011)AND THE GALV. DOCK WASHER & HEX NUT (TYP.) USETOCFLRTK GPSIS REFERENCED TO NAVD88 (GEOID72A)THROUGH THE 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND 8"XB" GREENHEART TIMBER WALE , SPECIAL CONDITIONS CONTAINED IN THE NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. 19'-6"t 3. ANY DEBRIS OR IXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY REMOVED TO AN APPROVED UPLAND AREA FOR DISPOSAL NO DEBRIS IS PERMITTED IN WETLANDS AND/OR PROTECTED ® IF ® ® BUFFER AREAS. 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. 12" LONG 8x6x.5L (EPDXY COATED, ALL SIDES) FASTENED TO 35' LONG, EPDXY COATED STEEL H—PILE 8"x8." WALE WITH (4) 3$"A325 ti HP14x102 A572 GRADE 50 OR APPROVED GALV BOLTS, WASHERS & NUTS EQUAL. TOP 20' OF H—PILE TO BE COATED - (TYP) TOP & BOT PLAN WITH EPDXY (ALL SIDES). _ 35' LONG, EPDXY COATED STEEL- . N.T.S. H—PILE HP14x102 A572 GRADE 50 OR APPROVED EQUAL TOP 20' OF H—PILE TO BE COATED WITH EPDXY 73¢" (ALL SIDES). lg,-6"± I 8" 2" GAP (TYP.) TOP OF WAVE SCREEN EL. 5.58t 14.8" WALE EL. 4.08f O O O O I O O O O O O O Iq O O O O b pl 10 YEAR STILL WATER EL. 4.20f I I I I I I 11 I I I I I WALE EL. 1.71 t 112" O O IO E) O O O p OI S.H.W. EL. 1.30t M.H.W. EL. 0.98t I I I I I I II rn II II -3° WALE EL —0.67f O O O O O O O O O O O O O IO O O O O D 01, 12" LONG Bx6x.5L (EPDXY N M.L.W. EL. —1.54t COATED, ALL SIDES) FASTENED TO C I I I I I I 8"x8" WALE WITH (4)3'4" A325 BOLTS.ALV WASHERS & NUTS I I I I I I 1 (TYP) TOP & BOT o I I I I I 1 10' LONG,_3"X10" BATTERED GREENHEART ISOMETRIC- 0 BOTTOM OF WAVE SCREEN EL. —4.42tU TIMBER WAVE/ICE SCREEN, TYP. N.T.S. ° (2" GAP BETWEEN EACH SHEET, SEE PLAN o - VIEW AND MIDDLE WALE CONNECTION DETAIL - FOR FASTENERS) N u! C 3 EX. GROUND EL. VARIES FROM —5.00t TO —8.00t LL.........I_.I_I; �__III-=-III=.-1 I III _ I I I I III III. I.1 =::=1I 1= L.1 III ..III_ I I I: ..1 I:.-::L_I -=1_I _III I I__I: III .:I -:..:1 I:._-11 I_..._I LE-d L.........I L. I I I_._.._I L.....__I L..._.._I L...._:I I I:: I I I__.I I:.:_=1 I =::..1 I L...._.I I I. I I I_.__1 I I_....::I I L==::a I I_:._...I I: L......I L.._._�1�.=:=1 -..I E C E I V E -- : 1 -::_ — — , 1=:=::::1 f 1=::.111=::::::I I I:::_::::I 11-:::::1 =`:I I:::::::::I I= :I !::::::::::III:::::::::! .I 1=::::a I I::::: I I I:::::::1 L_...... _._III-......I L........I L....I -:=1 I:: 1 CD I_:::::::I t I_::1 I:: I I:::::::1 :I 1=�..I I L.._:=:1 11=: ::1 I I_=_III:: —II --...I��-- ,....... II MAR — 1 2024 = Southold Town r Board Of Trustees .J J 07 • v I DATE BY DESCRIPTION APPROV. BY �I 35' LONG, EPDXY COATED STEEL 6'—O"f 6'-0"t 6'-0"t .o H—PILE HP14x102 A572 GRADE 50 REVISIONS OR APPROVED EQUAL. TOP 20' OF H—PILE TO BE COATED WITH EPDXY ELEVATION TOWN OF SOUTHOLD 0 (ALL SIDES, TYP.) SUFFOLK COUNTY, NEW YORK a E ° N.T.S. LONG BEACH BAR BUG LIGHTHOUSE a 1n r) o W TIMBER WAVE SCREEN DETAIL MISCELLANEOUS DETAILS —1 N w N.T.S. L. K. McLEAN ASSOCIATES, P.C. - ON O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN.NY 11719 O WATERBODY: DESCRIPTION: DATUM: Designed By: KJM Scale: AS SHOWN Sheet No. O REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t r GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t Drawn By: DCR Date: FEBRUARY 2024 8 OF 9 % STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Appr-ad By: RAS File Na.23168.000 o_ NOTES: EXTERNAL COUNTERSINK (TYP.) 3" 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011) AND 1"0 A307 GALV. BOLTS (4) _ - THE VERTICAL DATUM- IS REFERENCED TO NAVD88 (GEOIDI2A) WITH HEX NUT AND WASHERS THROUGH THE USE OF RTK GPS. COUNTERSUNK _ INTERIOR NO TOP OF LINERRE EL. 10.68t 2• CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS COUNTERSINK AND SPECIAL CONDITIONS CONTAINED IN THE NYSDEC PERMIT TO (TYP-) 8"0 TIP CCA TIMBER ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. KING PILE 40' LONG 3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS - PROJECT SHALL BE COMPLETELY REMOVED TO AN APPROVED. (4)-8"0 TIP CCA 12" (TYP) UPLAND AREA FOR DISPOSAL. NO DEBRIS IS PERMITTED IN OUTSIDE TIMBER PILE _ 40' LONG WETLANDS AND/OR PROTECTED BUFFER AREAS. PLAN 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. N.T.S. TOP EL=10.68t 8"0 TIP CCA TIMBER PROPOSED UNERITE FENDER FASTEN 2"X3•'X156" LINERITE 5. FASTEN LINERITE FENDER SYSTEM WITH 6" LONG %"4 GALV. LAG TOP EL=10.68t KING PILE 40' LONG BOARD SYSTEM BY DURAMAX BATTERBOARD SYSTEM TO BOLTS (SEE DETAIL). (4) 1"0 A307 GALV. BOLTS (TYP.) (2) 1"0 A307 GALV. BOLTS (TYP.) OR APPROVED EQUAL(TYP.) - FACE OF PILE AS 4' WITH HEX NUT AND WASHERS WITH HEX NUT AND WASHERS MANUFACTURED BY DURAMAX 4 COUNTERSUNK COUNTERSUNK EL=6.68t OR APPROVED EQUAL TOP EL=6.68t f12'-3" .. (4) 8"0 TIP CCA - OUTSIDE TIMBER PILE 40, LONG S.H.W. EL=1.30t M.H.W. EL=0.98t - S.H.W. EL=1,30f M.H.W. EL=0.98f S.H.W. EL. 1.30t M.L.W. EL=-1.54t FASTEN,TO TIMBER PILE WITH 1 6" LONG J"O GALV. LAG BOLTS _ 16 M.L.W. EL=-1.54t ® 12" O.C. AT LOCATIONS 3 DETERMINED BY THE ENGINEER M.L.W. EL. —1.54t EXIST. GROUND VARRIES FROM EL. —7.43f TO EL. —8.37 EXIST. GROUND _ —7.41tII-IJI{"�"IIC=[jl�:� 1 r...11 i:: L. J F ill 1 I 11 I_ Ilh II[all I �li�t�71[III !II_I irl:. 11�11111`11J�G1__i_Illlllll IIIIihI�J �kl-.� II ill ill alN --i!r {II 71� ill .II 111 ' .Ik.11i ll -(II JIL..I'L llt_..I::..IIL_li ,III,-III-IIP'flh II IIF 71::.1; N BATTERBOARD SYSTEM DETAIL N.T.S a I u, o 0 0 0 0 N ELEVATION i ELEVATION SCALE 1"=4' (22"x34") SCALE 1"=4' (22"X34") SCALE 1"=8" (11"X77") 3 SCALE ,"=B" (,,'x,r) FENDER PILE 0 FIVE PILE DOLPHIN o - PROPOSED 3' WIDE FIBERGLASS GRATMANUFACTURED D BY TREAD FACTURMcN CHOLS U OR APPROVED EQUAL PROPOSED 3"X8" GREENHEART DECKING 4"x8" GREENHEART STRINGERS @ HU212XW1 SLD30 HURRICANE TIES 4"x12" GREENHEART '- 18"t O.C. W/ H8 S.S HURRICANE AS MANUFACTURED BY SIMPSON STRINGERS ® 12"f O.C. STRAPPING (TYP.) STRONGTIE OR APPROVED EQUAL 3"X10" GREENHEART PROPOSED 3' WIDE FIBERGLASS. ° PILE CAP GRATING STAIR TREAD AS = MANUFACTURED BY McNICHOLS 4"x8" GREENHEART STRINGERS OR APPROVED EQUAL 18"t O.C. W/ H8 S.S HURRICANE STRAPPING (TYP.) m m E-0 O DATE BY DESCRIPTION APPROV. BY o 4"x12" GREENHEART MSTA12SS HURRICANE TIES AS REVISIONS STRINGERS ® 12"t O.C. /�/� MANUFACTURED BY SIMPSON TOWN OF SOUTHOLD n (2) 3/4"0 GALV. TIMBER MAR s 2024 STRONGTIE OR APPROVED EQUAL SUFFOLK COUNTY, NEW YORK E THRU-BOLTS (TYP.) (1) 3"X10" GREENHEART DETAIL B LONG BEACH BAR BUG LIGHTHOUSE M V) LEDGER BOARD WITH (2) N.T.S. -0 6" LONG 1/2"0 GALV. " o W LAG BOLTS Southold MISCELLANEOUS DETAILS —2 o Board of Trustees N W DETAIL A L. K. McLEAN ASSOCIATES, P.C. p� N.T.S. _ CONSULTING ENGINEERS 437 SOUTH COUNTRY RO.,BROOKHAVEN,NY 11719 N WATERBODY: DESCRIPTION: DATUM: Designed By KJM sccle: AS SHOWN Sheet No00 °`,O REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER-WAVE SCREEN AND M.H.W. EL. 0.98t prow"By: DCR Date: FEBRUARY 2024 9 OF 9 N STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. -1.54t Approved By: RAS File No.23168.000 a Glenn Goldsmith,President J O��S11fF0(kcOG \ �I Town Hall Annex A.Nicholas Krupski,Vice President y< 54375 Route•25 0 Eric Sepenoski W �. P.O. Box 1179 %Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples ��l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: q Completed infield by: �. Go�aS�.-•►�'�'` L.K. McLean Associates on behalf of EAST END SEAPORT MUSEUM & MARINE FOUNDATION, LONG BEACH BAR BUG LIGHTHOUSE requests a Wetland Permit and a Coastal Erosion Permit to construct a new pier by�saw-cutting and removing existing concrete within footprint of proposed timber pier, remove ±148' of existing timber pier•and replace with an 8'x40.75' (±322sq.ft.) greenheart timber pier, stepping down to an 8'x16.4' (132sq.ft.) fiberglass- grating pier at lower elevation and situated in an "L" configuration; install 94 linear feet of timber railing around the perimeter of the pier, 40' long fender pilings evenly spaced around the perimeter of the pier, and three (3) aluminum marine ladders; replace four(4)two-pile dolphins while shifting them slightly to the east to accommodate the new location of the pier; install one (1) five-pile dolphin; install a new 19.5' wide wave screen using 10' long 3"x10" greenheart timber boards connected to three (3) 8"x8" greenheart timber wales and (3) 12" long steel brackets, and then fastened to 35'�long HP 14x102 steel piles, placed at 6' on center; and to construct a new walkway path around the existing building with approximately 113 cubic yards of heavy granite stone over an area of 787sq.ft.; the stone will lay flat and will allow the visitors to walk around the lighthouse. Located: Off End of Long Beach Bar in Gardiners Bay, Orient. SCTM# 1000-132-1-31 Typ of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: ✓Chapt. 275 ✓Chapt. 111 other Type of Application: Wetland .� Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Sn/ti�` ��t�.ec ��.i►�.✓ �,�o�t1S a�� woc� S�S�'+�mi1 . '/ i ✓ E. S enoski Present Were. G. Goldsmith N. Krupski ep L. Gillooly ✓E. Peeples N No rsuxD sm O RIBNT 8d R 8 so— �. wL 10w w INDEX - .••s .•'�'< n.,a �� a �, °+`• ^ - ^ a SHEET NO. DESCRIPTION 1 TITLE SHEET G A R D' I N E E S 2 EXISTING CONDITIONS PLAN 3 GENERAL PLAN 4 TYPICAL SECTIONS — 1 �— \\:jai / 5 TYPICAL SECTIONS — 2 -a ,-�- `• •�•`• a PROJECT LOCATION _ 4`l / • 6 TYPICAL SECTIONS — 3 . r - - Ks•• 'T ^ R A Y a 7 TYPICAL SECTIONS — 4 •Q*. a \ ma. w 1 8 MISCELLANEOUS DETAILS — 1 r _ . ^ 9 MISCELLANEOUS DETAILS — 2 �. aH Dvr all ^ .•ow �: d do � . `r• •`YY C• • ^ a. ' I. •N s I • mx 8 8 O 8 •I w e e •�•.t � a Smflk�wv y / w a EC � IVE C] '•b'b. WEST aNBCL • - . � L N MAR — 1 2024 LOCATION MAP. i 1000 0 1000 2000 - - '3 SCALE 1"=1000 FT i Southold ToWn Boatel of7rustses 0 U _ 3 PERMIT PLANS FOR U PREPARED AND LONG BEACH BAR BUG LIGHT HOUSE H RECOMMENDED BY: x L m DATE: SUFFOLK COUNTY m ROBERT STEELE, P.E. — NYSPE Lic. No. 077397 ORIENT, NY LNS K. MCLEAN ASSOCIATES, P C• LII1��1� NY 11719 r 0 a o \ a7n N w THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS FEBRUARY 2024 o ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS N ' AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER 0 Oo THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE N 4 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER '6 MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION - L i (NYS ED. LAW SECTION 7209-2). LKMA PROJECT N0. 23168.000 ' 1 , l I k I 5 �r •_�• PHOTO NO. 1 PHOTO NO. 2 T>� T v�..t-•�! st 6 - 3 C _O a N C O C c N i PHOTO NO. 3 PHOTO NO. 4 PHOTO NO. 5 oC) , 0 0 U O EXISTING CONDITIONS 0 SCALE 1"=30' (22eX34") n o SCALE 1"=60' (11-X17") N L LEGEND CO q W }, NUMBER & DIRECTION OF PHOTO TAKEN DATE BY DESCRIPTION APPROV. BY o � � REVISIONS o GRAPHIC SCALE TOWN OF SOUTHOLD o ~ ---- ------ PROPERTY LINES 10 0 5 10 20 30 a SUFFOLK COUNTY, NEW YORK PHOTO N0. 6 LONG BEACH BAR BUG LIGHTHOUSE (V 0 II_ tea° �j ( IN FEET ) 1 INCH = 20 FT. EXISTING CONDITIONS PLAN CN w N °-', L. K. MCLEAN ASSOCIATES, P.C. ON O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NY 11719 00 WATERBODY: DESCRIPTION: DATUM: meet No. cO —' REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t Designed By: KJM Scale: AS SHOWN D i'1 GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t Dro—By: DCR Date: FEBRUARY 2024 2 OF 9 N STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Approved Sr. RAS File No. 23168.000 / a 1 PROPERTY LINE 1\ \\\ NOTES. 1 PROPOSED HEAVY GRANITE ST \\\ PROPOSED FIBERGLASS GRATING 1 THERAV HORIZONTAL(GEOID 2A) THROUGHEFERE THE CED TO RNA 83 (2011) AND THE VERTICAL DATUM IS REFERENCED TO \ LAID FIAT FOR WALKING SURFACE z \ 1 (MATCH EXISTING CONCRETE \ 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN 1 WALKWAY ELEVATION) q PROXIMATE` \ THE NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. IMIT OF 1 ULDERS _ LZ 3. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND PROVIDE TWO WEEKS NOTICE TO EXISTING TI BER PIER Td ; '-'-' OWNERS/OCCUPANTS IN THE VICINITY OF THE PROJECT LIMBS. BE REMOVED AND\ \p DISPOSED OFF (148±SF)\ `-'° 4. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY REMOVED TO AN APPROVED UPLAND AREA FOR DISPOSAL. NO DEBRIS IS PERMITTED IN WETLANDS AND/OR / --/,��9' f'I-!T/— \ +` —— `•`� \ %z `�x,• PROTECTED BUFFER AREAS. ` 5. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. /, I / -_ _ � +�`r��-;`-;�� ' ; 6. SAWCUT AND REMOVE EXISTING CONCRETE WITHIN FOOTPRINT OF PROPOSED TIMBER PIER. I % / �.<�' --- ��� xaa 7. REMOVE 148f SF OF OPEN PILE TIMBER PIER AND INSTALL 453f SF OF OPEN PILE TIMBER PIER. 8. REMOVE AND REPLACE FOUR (4) 2—PILE DOLPHIN STRUCTURES. 9. INSTALL ONE (1) 5—PILE DOLPHIN STRUCTURE. PROPOSED ALUMINUM ( ) 10.INSTALL APPROXIMATELY 113 CY OF HEAVY GRANITE STONE OVER AN AREA OF APPROXIMATELY 787 SF. MARINE LADDER TYP. O FLR. x_ z EL�.P± CONCRETE , 1-10"f I 8'-0"f CONC. WALK LEGEND PROPERTY LINES 3 S raR 13�-0"t Y 1 - , ' 1,�,1 34'-9Y4t nrn FP4MF .9, PROPOSED 3"X8" GREENHEART 322tSF) IF DECKING PIER ( A l i i I i i I CONC, a x�--- _ ; \��i 1 m IF L IGH THOUSE CONC. , x„ , I`, PROPOSED FIBERGLASS GRATING f i i�i, I / • 1`i \ ,\\ `` `�� \`\ ,\ _ (131 tSF) REMAINS J ENDER PILE W LNE PROPOSED WAVE SCREEN (19.5tLF) CONCRETE RITE FENDER SYSTEM FOUNDATION -- ''� ' PROPOSED RAILING 94t------- / 3'-6 t (SEE I ( L� CONC. WALK ` 'i, / r ' ' .'- .6tgt N TE 6) , _, _„ `=u., µex->e 1 PROPOSED FENDER PILE WITH _ UNERRE FENDER SYSTEM (10 EACH) 1 - a x' (\ 1-•>� I ' ' ` ``\` ------ ------------ _ _ M MARINE ---' —_---- ; ',l/rr'IZ - _ POSED 19.5 SCREEN m � -----•----------------- i / / —11 t B ` ( zz _ / , t - bR0 x->e LADDERS(3 EACH)U 1 I 1 ----'---------------- x-., ->, I ,` 1\ � ,1 ` '`,1 1\ 1 `, ` \ • ---_----__-----' - / /i %'i ` I 1 z-.. , � PROPOSED HEAVY GRANITE STONE � WAVE -" . ```� ,, I ', PROPOSED 3"X8" z 1` ` - P-------- i 9 10 ________: � ' GREENHEART DECKING PIER (113fCY OVER AN AREA OF 787fSF) ________ -- _�-- — gZDglfi _ _ //iA'`� z... I PROPOSED FENDER PILES (4 EACH) _ , o '�I \ I �\ �` \ _ / =�----- _ x"--- PROPOSED 5 PILE DOLPHIN O ——— ;--� -------------- =- 1 I x x I x_I - ---------------- f--- — _-_- ` ______-- ____---�--- -- __ / -___ PROPOSED 5 PILE DOLPHIN (1 EACH) I xN" i I - ---"' I -- ---------- -------- / z-''' i REFIOVE AND DISPOSE E �`�z., \\\ ___-_ - , I -� z OF EXIT; FENDER S M COASTAL SHOALS, BARS, AND MUDFLATS PILES' LT'VP.)�--�'--J LZ LITTORAL ZONE PROPOSED FENDER z s, MATCH EXISTING EL 8.36t i .'" ��-" ' PILE (TYP.) x�, _ __ � - x� EGEIVE v H.W. EL 1.tSOt x x s, -'e-PROPOSED 8"0 GREENHEART ' xv x,. _—J PILE FASTENED TO STRINGER =�• G A R D I N E R BA x� e ' 3 AND f XISTING CONCRETE : z-(,' !� •� M.H.W. EL 0.98t S M `- I z-,. X. 1• I 1. U v M.L.W. EL —1.54t MAR - 1 20a4 N PLAN SCALE 1"=10' (22"X34") Southold Town EXISTING WETLAND LIMIT LINES SCALE 1"=20' (1 1"X 1 7") o, BQ81'd Of T(US1 FROM NYSDEC 1974 WETLAND m INVENTORY MAP (TYP.) 10 0 10 20 DATE BY DESCRIPTION APPROV. BY o REVISIONS SCALE IN FEET a LD 20 0 20 4o SUF OVL N OF SOU K COUNTY, NEW YORK M In SCALE IN FEET LONG BEACH BAR BUG LIGHTHOUSE GENERAL PLAN I N 0 0 o L. K. MCLEAN ASSOCIATES, P.C. N CONSULTING ENGINEERS 437 SOUTH COUNTRY RD..BROOKHAVEN.NY 11719 00 WATERBODY: DESCRIPTION: DATUM: Designed By: KJM stole: AS SHOWN Sheet No. REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t 13—By DCR Dots: FEBRUARY 2024 3 OF 9 ! STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t ARRrwed By: RAS Ftle No.23168.000 a IIIIIIIWIIIIIIIIIIWIIII IIIIIIIWIIIIIIIDWIIIIII Ilolllunumomllul I NOTES: 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011)AND THE VERTICAL DATUM IS REFERENCED TO NAVDBB (GEOID12A)THROUGH THE USE OF RTK GPS. T2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN THE NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. I I I 3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY REMOVED TO AN APPROVED UPLAND AREA FOR DISPOSAL NO DEBRIS IS PERMITTED IN WETLANDS AND/OR PROTECTED BUFFER AREAS. I - III-llF 1II�I 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. IHI 5. SAWCUT AND REMOVE EXISTING CONCRETE WITHIN FOOTPRINT OF PROPOSED TIMBER PIER. 6. 3"X8" DECKING,SHALL BE FASTENED TO STRINGERS WITH (2) 6" LONG SOWS SCREWS AT 1"FROM THE / \ OUTSIDE EDGE AND 1.75"OF THE ENDS OF EACH PLANK (DRILLED AND COUNTERSUNK). __=— _ 7. REMOVE 148t SF OF OPEN PILE TIMBER PIER AND INSTALL 453f SF OF OPEN PILE TIMBER PIER. 8. INSTALL APPROXIMATELY 113 CY OF HEAVY GRANITE STONE OVER AN AREA OF APPROXIMATELY 787 SF. / I i I \ 9. REMOVE AND REPLACE EXISTING STONE AS REQUIRED TO FACILITATE ARMOR STONE PLACEMENT. / IH -1I i II II I-1II II I� �I \ / I I II II II II I I \ Ci i�i I iEl�lj li_I iECII =7q — I � 28 _......_. . .. ....... ..........._... _............... ........ ....._ IH ...��._.}I...IIL.— ..I......I..I. —I I EXISTING CONCRETE PATH __.............._......_ ........... I. n_ TOR ............. ....................... ... .... ........ .._ _ . ... _. .._ .............._..... ..........__..................__.._....._.. .. ......... _ .. ............... ._...._... ........_ ....IL ............... _............... ...._ .... ......... 26 ................. . .. ...._ ......:.... C 37-3 _.... .._.................... ......_. ........... ......... .......... ......... . ...... .. .I_ _ ... I_II II I �. .. . ...... . ......................... .... 24 . . .... SEE NOTE 5 .. .. 17-5' . ........... ........ii I P. . . �1 � .. ................ ...... ................... _ __............ . ............... ... .. .. ...... .LIRA-TEC.CABLE AILING 3 16'. T22 YPE 316 S.S.CABLE®3.5 O.C. . .... ... . ... .................._...._.... .................... _. ......... ....................._.._........__................. ... .. _ ._ ._ ....._.._...__.._...._ ....._...................... ...... ...__........ IppI III' II1 .. IIII _ .IIIII I .. I�p�III 'I II..II ....... ............ ... ......_..... .__. ....._ _.............. .........__....__.._....... .. _. .....__.... ................_......._. ... MA%:' SEE RAIL DETAIL ___._ _ ._..___........................................__._......................__.._..... 20 uu� u��� ��Ou ....... u uu I� uu(�u I (nP. ) PE HARD WOOD TOP EL 8.5t(MATCH EXISTING CONCRETE EXISTING,_ CAP 130' - ROPOSED 3'If8' 18 -_ -- ....._ ..... ... _- __.._ _- __ ._.. WALKWAY ELEVATION) ..- __.-_. - CONCRETE PATH .. ._. ___._ - ...__.. .. ... _ ......__ _.. _ __ DETAIL)_. _ -- GREENHEART DECKING(SEE ....__ .... ......... ..._ .... ______. __-___ - -_-_-__ToREMAIN ___. __. ._.... .._.._. .. _._.._ _. -___._. ... _ _._ ._ .__ ._. .. .._.._. _. .... ..__.... ...... ._... _. ._ _._ .... ........... RAIL... -. 16 _ ._.._ ...... ... .. .. _._-__ ". __ .... ____ _ ___.... .. .. _ _ ... ... _.___ .._ _ .._ - -___ __ ._ ... ._ _ _.____ ... .._ _.... ... ..... _.. _ ___. ...... ...._. 14 __ __ ._.._ _.._.. ._.._ _ ... .. .__ PROPOSED 2_TON HEAVY ARMOR STONE. -.._... ..-__ _ __.. ... ...... ... ...... . .. ....._ -_ .____ ... _. .., - ._ .__ _ ... ..__ ........_____. __ _ ..... - . _ .. ... .... _ __..NOTE PROPOSED UNERITE FENDER ..... (GRANffE)LAID FLAT FOR WALKING SURFACE ... .. ... ... ...... .... .._... .. ...._. .I. ....... .. _ __ BOARD SYSTQA (iYP_) _ ...... .. .... .. _...__.. .. .. .. .. _ _ ..... _..._... _._._-..... .......... ...._._ (1131CY OVER AN AREA OF 787fS�...._ .. .._._ .. .. .. _... .. z4 IPE POSTS 42"O C: ......_....__._.........._..._........... ....... ...... .............._........ _......_�. .._.._ ........ _........................_. ...................._ ... .,............................ ........ ..._ ............... ... .............. ...._._...__._ ...._ _.... ....___..._.. _ _. _ ..____.... .._......._.......... ._.. _....._ _. ..... ....._ _.._ _ .. FIBERGLASS _ ....__........ ...... .._.......... 12 -- 3' GRATING - - ............______.___........_......._ _ .... ..... .... ................... ... ..._._........ ......... .......... ......_....... _.. ....... ............. _.. _ ....._......- _.. .. ...._.. ..... _ ._.. _.. _ ... ._. ... ...... _ ...._ ..__..STAIRCASE SECTION E- ... - .... .. .,.. ..... _ .._..... ...... ...F.ILL..VOIDS..ALONG.BOTrOM AND..... ..... .. .__ 0 ST E SEE E 1p ....................._... .. SIDES WITH W-500 LEIS STONE ....... .. ...._.. _ ........_.._ ....... _.. _ _ ...... ...... ....... .. ....... .. ............1 ... _ .... .. .. _ ......... .... ............ ...... .� 8 ...__.._...._....__....__............................. .. .......... ....._._.................._ .......... ............. .. ...... ......._... .... .... .......... ......... ......... - REMOVE AND RESET EXISTING FA ARMOR - Q .......... ...._...._.................. ....... STONE AS NECESSARY TO FACILITATE.. .. .. ._. ...—...�.� ..1�_.... y. .. � ... .._...................._..._.......... _.._.. ..... .. ........ ......... .. .. � � -_ ����TOP'OF PROPOSED'DECKING EL 6 68t� ... ... ... .... MATCH %:�� KIN O ........... 6._...__.._._.__.._. ................PLACEMENT.OF-PERIMETER WALKWAY STONE... ..... u� ` _ _ __ .. ..... ............. ... � .. ... ... ..... ._.. 'zB'CREENHEAR7 STRINGERS... ... - .....__(SEE NOTE 9)... .. .......... ....................%......... .. ... _.... ..�...- -� _ ®..24'O.C._MAX.W/HB S.S � _. .......__. J .. ... ............. ......... ... _...._. ... ... ...... .. ......._... _._..._.._ ..._..... ... _.._.............. .._.-HURRICANE SfRAPF'INC.(�.).... ..._ _ . u . _ _..__ \ y /.. ..: } ..� I � \ 0 0 ... _.__ .._.._ .. / ..... _ .. _ .__ ._ ./ �— ... _._. _ TIMBER IMBE GREENHEART .. } MB 2 �— — �, l n ER WALE - -- 2 FASTENED TO PILE PI--� lE al � ) l U _ �� ���-.�_�._--._.___.._...._..._..__.._____._ �.. ................................�__�__.__._.............._.... ......._...... _.. .._.._..._ .__........_._ _\- _.J.. ................... �..` �.� ...,.\. _ ___ _ _-_ _ _.CAPS FASTENEO'TO PILE W/.._.._._... _ ILI._ _ ...._.... ._................._.._.._._. .... ..... ........ ...._......._.____._........_..__......___.......... ... .. ._..._ ..... __-__-___........ ._... .. .. .._ .._.... ....._.......� ......... .... ............ ._..... .....,......._ _ -. __...... ................. ._.... ........_...__.. ...._ _......_.. ...... 2-3 4'0 GALV..PM .............. / THRU-BOLTS nI � - 1.... _ .. _ . :.... .._.. _.__� ..::::: I \._\ \..\. ....:..I. ... .............. .. .._...... ... �L.... ........_........._, ............. ............ .. ._...._....... ._�... ....� .... ................ ..}. I.... ..L..L, I..I........ ....,.... ...\PR.POSED3'%8'..GREENHEART.... .., -10..... .. .......... .. ...... ......... ...... ._ ...�,..._...1............ .. ........ ._......... _........ .._.�._ .....__.../._......_`._�_....L .... .. � -_ \ \...\... ... ...,.... .... ......_ ._.. TMBER-TRANSVERSE CROSS.. .._...... U ......._. ........... .. ... ..... ..._.... _ .........�............. _ .. ..__._..... ............... .... ... _ ..._.`...."__._ ..___............ ............._. ......... .... .. ...... ....,. ._ ..... ..J._�.-. _................ _. .___._._.. .. ..., ..... .. .. BRACING..FASTENED TO_PILE ... O \ 1 �. _,...`. .J. ........_ �. I. I ...I....I I I - _ WTIIi I'm GALV.TIMBER BOLTS..... -12 _..._._. ... ..... .......... ..... ... ._........._.... ........_. .. ................... _. . — 35 LONG 10 m MIN:TIP..... ........ .._.. .. .. .. ... .. / -14 _ __ .GREENHEART...TIMBER�BATTER-.... \_'__WAVE L- .36t P __ _ MATCH EXISTING E B ILES 7YP. �� � ���� �� SCREEN NOT 0 -16 ... _......._ ...._... ...__ ......... ..____ _ __.__.__ .. ... ...... __ --_.__._...._ .......__ ...... ......... .__._- __.___._ ...__..__.. ... _...... _..__... ... ...._. .._ .._.__ ..-____.- ____.. _.. ... ...._. ._.... ..._._.__.....__ .._... .. ... - ___._.__ __._. _. ......__ _ _ ..SHOWN FOR CLARITY-- __ __ . .............._...... ...._........ ....... ... ..........._...._..........._..... .. ._..._._ _.____.___...__..._..__..._.._.._.__.......... .. _ _.-____. _ .. ... _ EOUS ._.. _ ... .. _ ... ..._ _ ....(SEE..MISCELLAN aLs I .._.._..__.._......_...__.......... ....__ ..._.__._._. _.___...._.. __....__.._._._.._..__ ... .. ..._ ._.-_P -.-_. ....__.._. .. .. _____ ._.__.._.._ ....... .. .__.____ __ _.... .... __..........._..._ . . .....ROPOSED e'0 GREFNHEART--- ..... .-. TMBER PILE BOLTED TO EMOVE EXISTING - - 35'LOG 8' M TI N 20 ..... . ...... .... GREENH.... TIMBER PILES(TYP.)... _ ........ ..STRINGER�ANL]EXISTING .............. .. _._...... ...__.._....__ ... _........ _.........._...._...... .._.....___._. ..__._...... ............. . ...... ....._ CONCRETE .. _ ....._........_....... _........... ..... .... .... ._. .. _ .._._..... ... .... ..__........... ...._ .....� .. .. .. ............._..._....._..._...._............... ...... ... ..........._ ..._ ......_......._......... ...__......_.....,....... .... .. .. ...._. .....0:-LONG 8'm.MIN..TIP_... ..._ O ,_ GREENHEART TIMBER FENDER -Y2 .............._ ............._......_ ......... ....................... _....__ ... ..... _ ...... ..... ................................. ............... ..... ..... _ ... ................ ...... .. .. ....................... ...... ...... .... ... ... _.. .. ............................_..._. ...... .. ....... ........................ ......... ....... _ ......._ ...._ ....... .._.._._................ ........._..... .. .. ......_._.._..... ............ .. ..................... ....... ...PILE'(TYP.)... .. t .. .. ... .. ._.. .......... .. ........ .. .._............. .... ....._...... .. ....... ......... ... ....._._... .... .. ... ............ .... :.__...... ........ ....... ....... .__..... ...... .... ...._.._..__ -.._. .....EMSTING GROUND J SECTION A—A E C E V e, SCALE 1'=5' (22"X34") D DATE BY DESCRIPTION APPROV. BY `- SCALE 1"=10' (11"X17") REVISIONS III TOWN OF SOUTHOLD MAR 2024 SUFFOLK COUNTY, NEW YORK E0 LONG BEACH BAR BUG LIGHTHOUSE E o rt o LJ Southold Town TYPICAL SECTION — 1 o Board of Trustees Uj (V O L. K. McLEAN ASSOCIATES, P.C. O O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAYEN,NY 11719 00 WATERBODY: DESCRIPTION: DATUM: Designed By: KJM Scow: AS SHOWN sneer No. REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t Down By: DCR Dote: FEBRUARY 2024 4 OF 9 / STONE WALKWAY AROUND THE BUILDING, d M.L.W. EL. —1.54t APProvee By: RAS File No.23168.000 NOTES: EXISTING PIER TO BE REMOVED AND LEGALLY 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD63 (2011) 1"X6" IPE HARD WOOD TOP DISPOSED OF AND THE VERTICAL DATUM IS REFERENCED TO NAVD88 CAP 0 30" (SEE RAIL DETAIL) (GEOIDI2A)THROUGH THE USE OF RTK CPS. 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN THE FIBERGLASS GRATING AS NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM 4"xB" GREENHEART STRINGERS 0 MANUFACTURED BY McNICHOLS OR OF THE PERMIT. _ 24"t O.C. MAX. W/ HB S.S PROPOSED 3"XB" GREENHEART APPROVED EQUAL (SEE NOTE 7) HURRICANE STRAPPING (TYP.) n DECKING (SEE NOTE 5) 3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF I THIS PROJECT SHALL BE COMPLETELY REMOVED TO AN 35' LONG, EPDXY COATED STEEL TOP OF PROPOSED PILE EL. 8.68t APPROVED UPLAND AREA FOR DISPOSAL NO DEBRIS IS H—PILE HP14x102 A572 GRADE 50 I I I PERMITTED IN WETLANDS AND/OR PROTECTED BUFFER OR APPROVED EQUAL. TOP 20'.OF 4"x4" IPE POSTS 0 WEST SIDE EAST SIDE AREAS. H—PILE TO BE COATED WITH EPDXY 3'-6" I I 42" O.C. (SEE DETAIL) 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN (ALL SIDES). I I I KIND. 4"x8" GREENHEART STRINGERS 4' PROPOSED LINERffE FENDER 5. 3"XB"DECKING SHALL BE FASTENED TO STRINGERS WITH 1Y4"0 A325 GALV. BOLTS (TYP.) WITH HEX ® 18"t O.C. W/ H8 S.S I BOARD SYSTEM (TYP.) (2) 6" LONG SDWS SCREWS AT 1"FROM THE OUTSIDE NUT & WASHERS (TYP.) TOP OF DECK EL. 6.68t HURRICANE STRAPPING (TYP.) 8'—O"f EDGE AND 1.75"OF THE ENDS OF EACH PLANK (DRILLED (MATCH EX. DECKING EL.) ' AND COUNTERSUNK). 1"0 GALV. TIMBER I s 6. FIBERGLASS GRATING SHALL BE FASTENED TO STRINGERS TOP OF WAVE SCREEN EL. S.SBt e e iu o BOLT (TYP.) TOP OF PROPOSED GRATING EL. 4.68t WITH S.S. SADDLE CUPS AS RECOMMENDED BY (2))¢"0 GALV. TIMBER BOLTS 10 YEAR STILL WATER EL. 4.20t MANUFACTURER. SOUTH SIDE — — — — — WITH HEX NUT AND WASHER ` e e 7. FIBERGLASS GRATING: WALE EL. 4.OSf I 10 YEAR SILL WATER EL. 4.20t e e (2) 3"X70" GREENHEART PILE —DECKING: MODEL MS—R—ST-150 AS MANUFACTURED BY t CAPS FASTENED TO PILE W/ McNICHOLS OR APPROVED EQUAL O —STAIR TREADS: MODEL MS—S-150 AS MANUFACTURED BY 1"0 A325 GALV. BOLTS, WASHERS & NORTH SIDE B"XB" GREENHEART TIMBER " (2)-3/4"fl GALV. TIMBER McNICHOLS OR APPROVED EQUAL NUTS (TYP. PER H—PILE) WALE (TYP.) 1 THRU—BOLTS (TYP.) \ FA ENED GREENHEART W RT PILE CAPS B. REMOVE 148f SF OF OPEN PILE TIMBER PIER AND INSTALL 8"XB" GREENHEART TIMBER WALE \I FASTENED TO PILE W/ LTS (T 4"m 1 453t SF OF OPEN PILE TIMBER PIER. I I GALV. TIMBER THRU—BOLTS (TYP.) a S.H.W. EL. 1.30t WALE EL. 1.71f M.H.W. FL. 0.98t S.H.W. EL. 1.30t B"XB" GREENHEART TIMBER 2"XB" GREENHEART TIMBER M.H.W. EL. 0.98t WALE i i WALE (TYP.) PROPOSED 8"XB" GREENHEART / 8"X8" GREENHEART TIMBER WALE BLOCKOUT FASTENED WITH (1) 1"0 WALE EL. —0.67f GALVANIZED THRU—BOLT WITH OGEE O I WASHERS M.L.W. EL. —1.54t 4"XB" GREENHEART TIMBER WALE M.L.W. EL. —1.54t / 35' LONG B"O MIN. TIP I 1 I I 1 GREENHEART TIMBER BATTER I PILES (TYP .)40' LONG 8"0 MIN. TIP / 8"XB" GREENHEART TIMBER WALE 3 I GREENHEART TIMBER FENDER 3 PILE (TYP.) / o, BOTTOM OF WAVE SCREEN EL —4.42f 3"C.CI I I PROPOSED X A —5.00f TO —B.00± TIMBER TRANSVERSE CROSS N BRACING FASTENED TO PILE WITH I 1"0 GALV. TIMBER BOLTS (TYP.) 4 10' LONG, 3"X10" BATTERED GREENHEART TIMBER I WAVE/ICE SCREEN, TYP. (WHERE SHOWN ON PLANS), I I I a (2" GAP WEE CO NECTIONEEN EACH EDETAILEFOR FASPLAN TEN S) I AND 35' LONG 8"0 MIN. TIP GREENHEART TIMBER PILES o EX. GROUND EL. VARIES FROM (TYP.) I —5.00t TO —8.00t 0 0 c 12" LONG Bx6x.5L FASTENED TO H—PILE WITHJ I I I° (4) �" BOLTS, WASHERS & NUTS (TYP) TOP m & BOT. (EPDXY COATED BOTH SIDES), 35' LONG 8"0 MIN. TIP (WHERE SHOWN ON PLANS) I I I GREENHEART TIMBER PILES N I I I (TYP.) SECTION C—C 3 I FIBERGLASS GRATING o I I 35' LONG 8"0 MIN. TIP N.T.S. GREENHEART TIMBER BATTER 0 PILES (TYP.) J ` � IX6 IPE HARD WOOD 10 30*�\ 4X4 IPE HARD WOOD POST 0 42" O.C. 0 iX6 IPE HARD WOOD 10 30' v 1 X6 IPE HARD WOOD 0 30' ULTRA—TEC CABLE RAILING, 3/16" TYPE 316 S.S. CABLE 0 3.5" O.C. MAX. _° CONNECTION MANUFACTURED BY THE CABLE SECTION B—B INSTALL CABLE THROUGH CENTER OF A o, POSTS AS PER MANUFACTURES 3'—6" m I -DECKING SURFACE TIMBER ' PER RECOMMENDATIONS (TYP.) „ N.T.S. o e ------- -- DATE BY DESCRIPTION APPROV. BY _ REVISIONS ECEIVE . TOWN OF SOUTHOLD CL 4"x8" GREENHEART STRINGERS 0 (2) �" 0 GALV. TIMBER BOLTS WITH HEX SUFFOLK COUNTY, NEW YORK / NUT AND WASHER (TYP.) LONG BEACH BAR BUG LIGHTHOUSE E 0 /J 24"t O.C. MAX. W H8 S.S MAR ZOZ4 HURRICANE STRAPPING (TYP.) W TYPICAL SECTION — 2 10 IPE RAIL W/STEEL CABLE DETAIL Ld N.T. L. K. McLEAN ASSOCIATES P.C. N O Southold Town CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NY 11719 BOBIdOfTNStECS'600WATERBODY: DESCRIPTION: DATUM: Designed By: KJM Secle: AS SHOWN Sheet No. REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98f Down By: DCR Dote: FEBRUARY.2024 5 OF 9 / STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54f Approved By. RAS File Ne.23168.000 n. I DETAIL A (SEE EXISTING PIER TO BE REMOVED NOTES: MISCELLANEOUS DETAILS-2) AND LEGALLY DISPOSED OF 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011)AND THE VERTICAL DATUM IS REFERENCED TO 4"x8" GREENHEART STRINGERS ® NAVDB8 (GEOIDI2A)THROUGH THE USE OF RTK GPS. 24"t O.C. MAX. W/ HB S.S ULTRA—TEC CABLE RAILING, 3/16" 1"X6" IPE HARD WOOD TOP 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN THE HURRICANE STRAPPING (TYP.) TYPE 316 S.S. CABLE ® 3.5" O.C. CAP ® 30' (SEE RAIL DETAIL) NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. MAX. (TYP., SEE RAIL DETAIL) 3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY REMOVED TO 1"X6" IPE HARD WOOD TOP AN APPROVED UPLAND AREA FOR DISPOSAL NO DEBRIS IS PERMITTED IN WETLANDS AND/OR PROTECTED CAP ® 3IP (SEE RAIL DETAIL) BUFFER AREAS. 8'-0"t 16'-5"t PROPOSED 3' WIDE FIBERGLASS 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. 4"x4" IPE POSTS ® GRATING STAIR TREAD AS 5. PROPOSED FENDER PILES NOT SHOWN FOR CLARITY. " O.C. SEE DETAIL MANUFACTURED BY McNICHOLS OR 42 ( ) APPROVED EQUAL 6. 3"X8"DECKING SHALL BE FASTENED TO STRINGERS WITH (2) 6" LONG SOWS SCREWS AT 1" FROM THE OUTSIDE EDGE AND 1.75"OF THE ENDS OF EACH PLANK (DRILLED AND COUNTERSUNK). PROPOSED 3"X8" GREENHEART DECKING (SEE NOTE 6) 4"x4" IPE POSTS ® 7. FIBERGLASS GRATING SHALL BE FASTENED TO STRINGERS WITH S.S. SADDLE CLIPS AS RECOMMENDED BY 42" O.C. (SEE DETAIL) MANUFACTURER. (2) 3"X10" GREENHEART PILE n 8. FIBERGLASS GRATING: CAPS FASTENED TO PILE W/ —DECKING: MODEL MS—R—ST-150,AS MANUFACTURED BY McNICHOLS OR APPROVED EQUAL (2)-3/4"0 GALV. TIMBER —STAIR TREADS: MODEL MS—S-150 AS MANUFACTURED BY McNICHOLS OR APPROVED EQUAL 18"t THRU—BOLTS (TYP.) I I I I 4"x8"D.C.. E STRINGERS 9. REMOVE 148f SF OF OPEN PILE TIMBER PIER AND INSTALL 453t SF OF OPEN PILE TIMBER PIER. C. W W// HS S.S HURRICANE S-6" I STRAPPING (TYP.) 35' LONG, EPDXY COATED STEEL I I H—PILE HP14x102 A572 GRADE 50 OR APPROVED EQUAL. TOP 20' OF H—PILE TO BE COATED WITH EPDXY TOP OF DECK EL. 6.68t (ALL SIDES). i \ / (MATCH EX. DECKING EQ _ TOP OF WAVE SCREEN EL. 5.58t o — 0 1 _ o 1Y4"0 A325 GALV. BOLTS (TYP.) WITH HEX 12'-9"f _ _ , � NUT & WASHERS (TYP.) — — — \ TOP OF PROPOSED GRATING EL. 4.68t WALE EL. 4.08t I 10 YEAR STILL WATER EL. 4.20t 1"0 A325 GALV. BOLTS, WASHERS & O O \\ NUTS (TYP. PER H—PILE) -- 8"XB" GREENHEART TIMBER WALE \\I I WALE EL. 1.71 t I 2"XB" GREENHEART TIMBER WALE I 8"X8" GREENHEART TIMBER WALE WALE EL. —0.67t I Ol 1i O I O M.L.W. L. — 54t � 4"XS" GREENHEART TIMBER WALE I 1 N SOUTH SIDE a 8"XB" GREENHEART TIMBER WALE I I 3 (2) 3"X10" GREENHEART PILE CAPS FASTENED TO PILE W/ BOTTOM OF WAVE SCREEN EL. —4.42f 3"C.0 - I I I I (2)-3/4"0 GALV. TIMBER p I I I I PROPOSED 3"XB" GREENHEART THRU—BOLTS (TYP.) TIMBER TRANSVERSE CROSS ur BRACING FASTENED TO PILE WITH 0 0 I I I I 1"0 GALV. TIMBER BOLTS (TYP.) 0 10' LONG, 3"X10" BATTERED GREENHEART I I I PROPOSED FIBERGLASS GRATING TIMBER WAVE/ICE SCREEN, TYP. v00i (2" GAP BETWEEN EACH SHEET, SEE PLAN I I I VIEW AND MIDDLE WALE CONNECTION PROPOSED 8"X8" GREENHEART DETAIL B (SEE DETAIL FOR FASTENERS) BLOCKOUT FASTENED WITH (1) 1"0 MISCELLANEOUS DETAILS-2) I I GALVANIZED THRU—BOLT WITH OGEE 12" LONG 8x6x.5L FASTENED TO H—PILE WITH WASHERS 4"x12" GREENHEART STRINGERS '3 (4) -Y4" BOLTS, WASHERS & NUTS (TYP) TOP I I I ® 12"t O.C. & BOT. (EPDXY COATED BOTH SIDES) I I 0 EX. GROUND EL. VARIES FROM 0 —5.00f TO —8.00t U I I I p I I I I j 35' LONG 8"0 MIN. TIP GREENHEART TIMBER 0 PILES (TYP.) J D 0 v 35' LONG 8"0 MIN. TIP 0' GREENHEART TIMBER BATTER J PILES (TYP.) m m DATE BY DESCRIPTION APPROV. BY C REVISIONS g SECTION D—D I TOWN OF SOUTHOLD CL D =7R N.T.S. SUFFOLK COUNTY, NEW YORK acn LONG BEACH BAR BUG LIGHTHOUSE o W TYPICAL SECTION — 3 bi cq L. K. McLEAN ASSOCIATES P.C. oCONSULTING ENGINEERS 437 SOUTH COUNTRY RD..BROOKHAVEN,NY 11719 WATERBODY: DESCRIPTION: DATUM: Designed By: KJM soole: AS SHOWN sheet No. ° REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t Drown By: DCR Doto: FEBRUARY 2024 6 OF 9 / STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Approved By: RAS File No.23168.000 a �' I�IhhI II II II IIIIIIIIIIIIIIIIIFI1' 1 T E HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011)AND THE VERTICAL DATUM IS REFERENCED 711117- u, �ul u� TO NAVDCONTRACTOR (SHALL 2A) THROUGH THE USE OF RTK GPS. uu 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED T IN THE NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. 3. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND PROVIDE TWO WEEKS NOTICE TO OWNERS/OCCUPANTS IN THE VICINITY OF THE PROJECT LIMITS. 4. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY REMOVED TO AN APPROVED UPLAND AREA FOR DISPOSAL NO DEBRIS IS PERMITTED IN WETLANDS n n I AND/OR PROTECTED BUFFER AREAS. III III I 5. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. 6. INSTALL APPROXIMATELY 113 CY OF HEAVY GRANITE STONE OVER AN AREA OF APPROXIMATELY 787 SF. J 7. REMOVE AND REPLACE EXISTING STONE AS REQUIRED TO FACILITATE ARMOR STONE PLACEMENT. � IE :11 i '�I IIEIDII II � ILI.]I � � I I II II II II I I � EC], _II IICI�II II IQ:1I I I� rn��� n� 28 ._..._...._............_...... .._..._........_....... .............................. _..._.__..._.-. __............_._. ......... - . ..._.._..... ........_......_...__. _ .... ... _._......._..._...__.._..._ .. .. ..._ _._ _ . __26 _ __�� I If-_�L -_-L.I _. _ .. ...._ . _..__ } I - I-..-I - - 1.._. _. ..-. {.._ .._.... {..._. . . ..f......_....................._.._................................_........_... ..._......... . _..._...._.............. _....... ............ __. ......._ __ . ........................_ ........... _ ....... __............__... . .. ........... ............. .. ...... ... {I....II ..........II...II II]IL., ......II II II II. �I....�I_......... .... ....... ............................................ . . _. 24 - ..... - - - _... .. .._ .. - --. - - - ._ ..... .. .._. �I - - - ._ - .... ... _. ... ... .. -.. _- - .. _._ _. _. -.. _-.. - ... .. '- ._- --- ... - ... - .. .. ..... .__ .... .... I III III zz II .. I{._.... {_.. I{ -..'. ��f I!III III I� I III ul nhIIIIIIIIIUIIIIIIIII I _ _ _ . EIS V�I�� IIWIIIIIIII''7IIIIIIIIIIIII �B(I�� �IVIlllll�l��(I�� �� 20 .... .. .. ..._ - ..... ._.._ EXISTING CONCRETE_. 1 ..... I�1 - -- —... -II.�� - _.... .. -..... _... .._. _... ..... ......_ .____ ._ .._ - .. _. STRUCTURE TO .. - .. _.- _ . _- -_._-- -- -. _. - N __ -- - - - - _.. _ ... ............. REMAIN 18 .. __ ..- -_ -_- - -- - EXISTING CONCRETE TO PATH _ 16 EXISTING CONCRETE .. ..................._..._._. ............. .._.........._._.._.._. .. ........._ ......._......................_.........-.............._.......__..... .. ... .._.......................-.. .... ....................... ..........................................._............ WALKWAY ELEVAT ON) ............. ...... .... ... . 1_.. ....._ _... .... .. ...... ........... _ _ _ ... -.... .... ............._._.................... ..._....._. _ ..........._......._.... I... ............_..._.._.............................. .......... ..-.__..-.. __-- ..._.__.._......._....... ..._.. ...._............. . ... ......... ............................... .... 3 ........... .. ..................... ............._... .... N ......_..... ..._ ....... ... .. .. ... ........... ......PROPOSED 2 TON HEAVY ARMOR STONE .. ... .......... .........._... ... ...._. ..._........._....._......._._.. .. ... ..... .. ..... ..._..........-.... ......... _..�.._. ..........._. ... .... .. ......._....._ ...._........_. .. ..... ......................._..... ....... .. ......-_.._. ... .. 12 __ ...... ...... .. .. .._.. ._, ... ... ............._. ......._... .. ... ......._..... _....__..._... ...___.. .. ._........_..__..._....._.. .... _ ....._.......................... ...... ......___._.. _..- ........._......._.._.. .. ........ ................._ .........._ ..... ............._.. ..... _......_........._ (GRANITE)LAIO**FLAT FOR WALKING SURFACE ......._. .._.. a __ .....__...... ........_.. .. . ............ _.... ..._.. _..... _._.. _._..._......_.._ _..._. ._...... .. .. _.............__..._.................. .... ..... ..............._........ (if32CY OVER AN AREA OF 787tSF) _O - 10 __.__._._......---... ...... ........._......... .........._.._ .,_.. - __........_...._....__.._....._...__._._....._.... _.._......_.._......._ _.._.._._ ..... ---.._.._.___. .... -__.-. .. - -._._..._..---_ _.._.__.._. ... ---_._..._.. ... __. .__... _. .__._..__......_ ..__.. ... _..._....._ ..................._._._.........._....__...._........_..-._----._....._..._.. -'--..._ __...__ ............ .. ._...._......_ _..__................_.._..... ._.___........_. FILL VOIDS ALONG BOTTOM AND _.....__.... ._ ..... ......................................._._.._ ....... ___.._. .-510E5 WITH W=500"LBS"STON ........ _.__._. __....._. ... ...._ _ __.._...._............ ...__.. _.... .......................... ... ......... .. ...._..._.- ......_ _ .._ ..... _....................._._._........... _... ........._..._.___._..... E _ __ _ _ SEE.NOTE 7(TYP.).......... _,`. _.. _. -- .......__._ . .. ____- ..._. ._. .. _-__.. ... __.. .. ........ ......__ - 1 ..,...___ ...... ... ...... ...__._. ........_ ......__.._... .. _ _- a { --— . —. \ .... _ ..... L......_........_................... _ _..... C......... - L. �. 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I ._..............._......... __ .. .. _ ... _..1_........... ._ _..__.__. .I_._... ___....._.._....____ _......_...__..._......_... ............. .. .._... ...__...... i Il __ ..._._._._............_........... .._.. .. . _ ... _.. ...... .. _._.._.............._.. .... ._ ._........_........_:. . . . _. ..._._ _ __. ....... - - .. - -- -12 _.._---- --.....-'-- - - --... ..._... -_.._ - -_-.. ____ ._._...- -- ---. ........_ '._....... .. _.� -_.__. ...... .... ........--- -..__ ..._...---.. _ .. - -.. - .._ ..... _.._ ... ... ........- ... _.___... ....... ..... -1 :> _14 ........__ ..... ___ _. .... .... -- -... -. ......_. __..._....---- _.....__ .._..... ....__..- ..._.... ........ ......... ......._- ........_----- ... ...... _.__._.._. ....... .. .. ......... ......._ .........-...._. ... ......... _....._ _....._ ... ._ .__. .........- U SECTION E-E = SCALE 1"=5' (22"X34") a SCALE 1"=10' (11"X17") J V n ® C ' O E 07 m DATE BY DESCRIPTION APPROV. BY c 0 REVISIONS MAR - 2OZ4 TOWN OF SOUTHOLD 01 SUFFOLK COUNTY, NEW YORK 0 acn - LONG BEACH BAR BUG LIGHTHOUSE M % Southold Town W B=d of Trustees TYPICAL SECTION - 4 Io - W 0 L. K. McLEAN ASSOCIATES, P.C. 00 N N� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN.NY 11719 00 WATERBODY: DESCRIPTION: DATUM: Designed%n KJM scale: AS SHOWN Sheet No. REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30t a N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t Drown By: DCR Dote: FEBRUARY 2024 7 OF 9 / STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Approved By: RAS F.I.No.23168.000 n. -J r • 10' LONG, 3"X10" BATTERED GREENHEART TIMBER WAVE/ICE SCREEN (2" GAP BETWEEN EACH SHEET, SEE PLAN VIEW 1"6 A325 GALV. BOLTS, WASHERS AND WALE CONNECTION DETAIL FOR FASTENERS), TYP. NOTES: & NUTS (TYP.) 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011)AND THE N"O A307A DOME HEAD TIMBER BOLT W/ VERTICAL DATUM IS REFERENCED TO NAVDB8 (GEOIDI2A)THROUGH THE GALV. DOCK WASHER & HEX NUT (TYP.) USE OF RTK GPS. 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND 8"X8" GREENHEART TIMBER WALE SPECIAL CONDITIONS CONTAINED IN THE NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. 19'-6"t 3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY REMOVED TO AN APPROVED UPLAND AREA FOR DISPOSAL NO DEBRIS IS PERMITTED IN WETLANDS AND/OR PROTECTED [till ® - BUFFER AREAS. 4. CONTRACTOR SHALL RESTORE.ANY DISTURBED AREAS IN KIND. 12" LONG 8x6x.5L (EPDXY COATED, ALL SIDES) FASTENED TO I 35' LONG, EPDXY COATED STEEL H—PILE 8"x8" WALE WITH (4) Y"A325 HP14x102 A572 GRADE 50 OR APPROVED GALV BOLTS, WASHERS & NUTS _ EQUAL. TOP 20' OF H—PILE TO BE COATED (TYP) TOP & BOT PLAN WITH EPDXY (ALL SIDES). 35' LONG, EPDXY COATED STEEL N.T.S. H-PILE ROVED EQUAL. A572 GRADE O50 F — OR APPROVED EQUAL. TOP 20' OF H-PILE TO BE COATED WITH EPDXY rk" (ALL SIDES). 19'-6"t 1 - 8" TOP OF WAVE SCREEN EL 5.58t 2" GAP (TYP.) 14.8" 1 6" WALE EL. 4.08f 0 0 ID I 0 0 0 0 0 0 0 IO 0 0 0 0 b 01 10 YEAR STILL WATER EL. 4.20t 3" WALE EL. 1.71 t 1 O � O O O O O O o 0 0 0 0 10 O O O O p 01 S.H.W. EL. 1. 12" 1 '(�� M.H.W. EL 0.98±98f V� m I I - WALE EL. —0.67t 0 O O O O Q 0 0 0 0 0 0 0 10 0 0 0 0 P 01 12" LONG 8x6x.5L (EPDXY N COATED, ALL SIDES) FASTENED TO M.L.W. EL. —1.54t - a I L I I I I 8"x8" WALE WITH (4) Y4" A325 I I I I I I I GALV BOLTS, HERS & NUTS TOP & BOT o O -I I 1 10' LONG, 3"X70" BATTERED GREENHEART ISOMETRIC - BOTTOM BOTTOM OF WAVE SCREEN EL. -4.42t TIMBER WAVE/ICE SCREEN, TYP. N.T.S.m (2" GAP BETWEEN EACH SHEET, SEE PLAN c VIEW AND MIDDLE WALE CONNECTION DETAIL ° FOR FASTENERS) — m rn c 3 EX. GROUND EL VARIES FROM C, -5.00 TO -S.00f p _..... __.... ..... ...... .. ....._. .._... ...... ......... ..__ .-.....-III---I I L...._-I I L._.._I ....__.I III::::::'L.L.�.--�._�.L_-L.�.___:=:::1 -:L.1_L--L.I..r.:::::I I I-=::::J_�1..=::::�..�...1___1..I L... pina .... ......... :1 I:=-1 1::: :1!1.= 1 r: I_....I L.._! w E. _-� �...L.=:_-III:--_:�..I_ I::......:I I::.1 ::I L....:1 I I...;:::I I- 11:=:-1 11:::: 11 I:. 11 _I __::_ �, 'I I. '_I;_I_I I:===-1_�, I_I_L , _ I_I_L 'I_. 1..11 - III III I-III-,_ II I:I -ill . : ill ..I„ III ,III L I- !il III ::LIII III .III. I_IL III III , III_-III. ill III II .= 111 I. ,1111: MAR - 1 Southold Town 0 Board of Trustees s J J D7 v DATE BY DESCRIPTION APPROV. BY c 35' LONG, EPDXY COATED STEEL 6'-0"t ►I ■ 6'-0"f 6'-O"t REVISIONS H—PILE HP14x102 A572 GRADE 50 g OR APPROVED EQUAL TOP 20' OF H—PILE TO BE COATED WITH EPDXY ELEVATION TOWN OF SOUTHOLD o (ALL SIDES, TYP.) - SUFFOLK COUNTY,. NEW YORK 0 E a N.T.S. LONG BEACH BAR BUG LIGHTHOUSE a� rT TIMBER WAVE SCREEN DETAIL W MISCELLANEOUS DETAILS —1 I � N W N.T.S. L. K. McLEAN ASSOCIATES, P.C. N p CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NY 11719 p� WATERBODY: DESCRIPTION: DATUM: Desl9�ea By: KJM sale: AS SHOWN Sheet No. � - - REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30f N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t Drown By: DCR Dote: FEBRUARY 2024 8 OF 9 / STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.544- APP,o�oa By: RAS File N..23168.000 a • NOTES: EXTERNAL COUNTERSINK (TYP.) 3.. 1. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011) AND • 1"0 A307 GALV. BOLTS (4) THE VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDI2A) WITH HEX NUT AND WASHERS THROUGH THE USE OF RTK GPS. COUNTERSUNK INTERIOR NO TOP OF LINERITE EL to.set 2. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS COUNTERSINK AND SPECIAL CONDITIONS CONTAINED IN THE NYSDEC PERMIT TO (TYP.) 8"0 TIP CCA TIMBER ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. KING PILE 40' LONG _ 3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS (4) 8"0 TIP CCA PROJECT SHALL BE COMPLETELY REMOVED TO AN APPROVED 4OUTSIDE TIMBER PILE 12" (TYP) UPLAND AREA FOR DISPOSAL. NO DEBRIS IS PERMITTED IN 40' LONG WETLANDS AND/OR PROTECTED BUFFER AREAS. PLAN 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. N.T.S. TOP EL=10.68f 8"0 TIP CCA TIMBER 5. FASTEN LINERITE FENDER SYSTEM WITH 6" LONG %"0 GALV. LAG TOP EL=10.68f KING PILE 40' LONG PROPOSED UNERITE FENDER FASTEN 2"X3"X156" LINERRE BOARD SYSTEM BY DURAMAX BATTERBOARD SYSTEM TO BOLTS (SEE DETAIL). (4) 1"0 A307 GALV. BOLTS (TYP.) (2) 1"0 A307 GALV. BOLTS (TYP.) OR APPROVED EQUAL(TYP.) FACE OF PILE AS 4� //;WFTH HIX MANUFACTURED-BY DURAMAX NUT AND WASHERS WITH HEX NUT AND WASHERS OR APPROVED EQUAL COUNTERSUNK COUNTERSUNK � M.L.W. EL=-1EL=6.68t.54f TOP EL=6.68t t12'-3" (4) 8"0 TIP CCA OUTSIDE TIMBER PILE 1 40' LONG S.H.W. EL=1.30t M.H.W. EL=0.98f S.H.W. EL=1.30t — M.H.W. EL=0.98f S.H.W. EL. 1.30t 1 FASTEN TO TIMBER PILE WITH - JO GALV. LAG 16 M.L.W. EL=-1.54t 6" L®G2"OC. AT LOCATIONS, 3 DETERMINED BY THE ENGINEER M.L.W. EL. —1.54t EXIST. GROUND VARRIES _ FROM EL. —7.43t TO EL. —8.37 . .._ i i,.. , . E.lrX1-I1 SIlaThn.1}.,I—IGCI R�O—U.LIN-I IDI EL. -7141tf. i [ :11 JIlIIl,_:ainal'=ll 111iL1:.fi,lI!,i` �III =1 III E-dIII. 1 I,:,., F.1.111 ilh III 31j III III I_1II U� J11-11F I, 'l t II III IfF 3 "rJlf. .ill .li,.. In..... ,N BATTERBOARD SYSTEM DETAIL a N.T.S I N N N 7 O N O ELEVATION ELEVATION SCALE 1"=4' (22"X34•) SCALE 1"=8" (11"X17") C' SCALE 1"=4' (22"X34•') c SCALE ,"=B" (,,••X,7") FENDER PILE FIVE PILE DOLPHIN- U ° PROPOSED 3' WIDE FIBERGLASS c GRATING STAIR TREAD AS ° MANUFACTURED BY McNICHOLS U _ OR APPROVED EQUAL (D PROPOSED 3"X8" GREENHEART DECKING _ 4"x8" GREENHEART STRINGERS � HU212XW1 SLD30 HURRICANE TIES 4"x12" GREENHEART '- 18"t O.C. W/ H8 S.S HURRICANE AS MANUFACTURED BY SIMPSON STRINGERS ® 12"f O.C. % STRAPPING (TYP.) STRONGTIE OR APPROVED EQUAL IN IN 3"X10" GREENHEART PROPOSED 3' WIDE FIBERGLASS , = PILE CAP GRATING STAIR TREAD AS MANUFACTURED BY McNICHOLS 4"x8" GREENHEART STRINGERS OR APPROVED EQUAL 18"t O.C. W/ H8 S.S HURRICANE STRAPPING (TYP.) m o � ECEIVE DATE BY DESCRIPTION APPROV. BY c `o 4"x12" GREENHEART - \MSTA12SS HURRICANE TIES AS REVISIONS STRINGERS ® 12"f Q.C. 61 A p Iy1)^A MANUFACTURED BY SIMPSON I TOWN OF SOUTHOLD o MAR M4 STRONGTIE OR APPROVED EQUAL SUFFOLK COUNTY, NEW YORK 01 a (2) 3/4"0 GALV. TIMBER a° - THRU-BOLTS (TYP.) (1) 3"X10" GREENHEART DETAIL B LONG BEACH BAR BUG LIGHTHOUSE LEDGER BOARD WITH (2) N.T.S•- 6" LONG 1/2"0 GALV. Southold Town Mo w` LAG BOLTS 600 ofTiamlees MISCELLANEOUS DETAILS —2 I w N o DETAIL A L. K. McLEAN ASSOCIATES, P.C. o O N.T.S. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD..BROOKHAVEN.NY 11719 DATUM: Designed By: KJM Sale: AS SHOWN sneer No. -ID ro WATERBODY: REMOVE AND REPLACE EXISTING TIMBER PIER LOCATED ON THE EAST SIDE OF S.H.W. EL. 1.30f N GARDINERS BAY THE LIGHTHOUSE AND CONSTRUCT A NEW PIER, TIMBER WAVE SCREEN AND M.H.W. EL. 0.98t Drawn By. DCR Date: FEBRUARY 2024 g OF 9 / STONE WALKWAY AROUND THE BUILDING, M.L.W. EL. —1.54t Approved By: RAS File Na.23168.000 a ` x-ZS .. _.x-74 TOPOGRAPHIC.SURVEY OF PROPERTY \ � ` OF 1 x_,A x-7.9 x4e. x-6P x_" x EAST END SEAPORT MUSEUM: & - �\ \ -x_ia z-7s x=7s x-7.y-7b ; .. x-t(8 x.�L, x-ZI x_-.. E FOUNDATION \ x_d9 x-,J x_�� x=E? x-7A 7,8'-7s \ - - \ .:. - x- \ SITUATEAT x-s6 lt-ao—?«` x? 7 it=s9 `�\ x"iE X-7s x.=?4 x-i9 \� \ % is ORIENT __ x-S;f x �-\.. iiti41• - ��`x-6! .x=GB 7rr'7A, x-7.2 . x- -- => 9. x . x r TOWN"OF S,OUTHOLD x-� S x-6 x-69 x-:GS x �x9 \�, / x_s x=,., _% SUFFOLK COUNTY,NEW YORK - x-63 �. ==7�' x_i� ,m 'AREA, = 11,976f SQFT. OR 0.275t ACRES x-7J ♦x-ao --tom` 1/ x-9t6.�� ``` i _ x'"5b' W \. �. ,. R x I.s / � x-Ib. P -Z3 y oox_7s- x7a x - �: \ ? / 7 1 ii=s3. �l x_,sx_ia x_is g ao .8 1 I! oq 5-� -d2 x-ss .,4 M x-7 x-iw — i' 2 — _`1 q -ss. i x-6ii-69.\ 1 x_I,9. l,/ [ 0- • _— — �� \ \_ x-7 ice= C - _ xse V x�// ♦i.i��^� � ��_==— �� \\\\� I \ x-u6 x- 7.6 x-7b �`\ x_ei NOTES \ / ��♦ x-68 �, 1 %///%a�"� j4j0�77- � ���\`��\\\\\\� '� � 3Z6 x7s- . �� —��i 1: MEASUREMEN7SAREINACCORDANCEIMIHUS STANDARDS ♦ �_-- x-72 .\ a`; / / / y / �x�is \� \\\�\\\ 7byk 'A7, x 7s \ 2: BEARINGS SHOYVNAREtNNEWYORKSTA7EPLANECOORDINATESYSTEM 1 \ /, / / ' e 1 ,? \\�\\,\ - \\ z b'0`i�' x-7.9. ♦ 1, AbW 1983,LONG ISLAND ZONE \ 1141/ l/ // /. 1 x7A /`\' \ \ ..lx-iJ _. / . x �•9 - \ ..\ xL6/. \ '\ \\\\\\v`• ♦- x�. I'. f i fI !/ / / paw` s \ `\\\\\ \0` C:x Ts % i 3. ELEYA1/ONSSHOWNHEREONREFERENCENAVD1988 ♦\ �\ x-S6 ! I IC72 xi" -- �NF \. \!\\\\�\\\\ 1 x �' �' /...._ 4. UNAUlNORIZEDALTERATIONORADDI170NTOASURVEYMAPBEARINOA ill I I 1 I:"1'1 1 ma \ \\\\�1\\ s x-ao ♦ ( 11 I I I 111 1 egS': 1 x `\\\\ \ I 1, • x_t,__ x_,b I x LICENSED LAND SURVEYORSSEALISAWOLA770NOFSEC770M7209, x_,� \, i I 1 1 \\ \, \- r ei' x-ao 1 SUBDN/SION2,OF_7NENEWYORK STATE EOUCA71ONLAW \ 11 1 1 11 1 1 Y star- ♦\\� ae \ �, I { \• 1 1 1 1 {I l:1 1 { ' 8� 3 S - \t/1 x-dlo4? x-7b, 1 5: ONLYCOPIES FROM THE_ORIGINAL`OF7ifl$SURVEXMARXEDWIIHAN x-ii1'I FRA NCc \ 1 , - i -'w. x-77 t. 1 X 1 11,,{ {Il 1 'x Cn $ ' ////r/ �1 {' at2,tjRa1� x_7B 1 x OR/GIKALOFTHELANDSURVEYORS EMBOSSFD'OR7NKED'SF11[SHALLBE 1 1 { 1 \ 1Nfl� /11 \ o - ,aI \ CONSIDERED TO BE VALID TRUE COPES. 1 - { { \� LIGN. fsl ' '� ��•�ii --- - - .. - .-... - - - 1- t, _111{�11,1. l xia 2NT,fsgB ►/f x,er`\ _e x-7a,A 6W { II r x-ue. 7 x 6. CERTIFICAT/OHS/NbicATEDHEREONS/GNIFY7tlAT7N/SSURVEI'{SvAS: 1 xcee \ / 11 I 11 I 1 ♦_uc- r-RI 5 �IJ , 1 PREPARED/NACCORDANCEWITH7HEOGSTING CODE OFPRACT/CEFOR x=ae \ 1 1 \ \ -. I 1{1.1 I I 1 - ♦ \. ,x-as x- S Q X49 \ , 1 I. I ,,l ♦ \ i /�I I 1 I I I I 15,U I LAND,SURVEYORSADOP7EDBY7HENEWYORKSTATEASSOC/A7/ONOF III �` � / ,� t. X . PROFESSIONAL LAND SURVEYORS.'SAIDCER7IFICAT/ONSSHAL.L RUN ONLY x=ib \ x \ �-'\\ ' \ \ -� / Il �.ag K-as x' x-zix" TO 7HEPERSONFOR MOM THESURVEYISPREPAREDAND ONHISBEHALF { I \'♦.- \ r —i/i ice, / /- x Si-9r' % / x-a4 \ 1 ♦ \. q .�� . -1� i I 1� ch. % TO THE.TnLECOMPAM;GOVERNMENTALAGENCYANDLENDING { I' ♦ \`\ \ ;\\` x y .i 'i .i�i�-i' //I 1���--� ! ii-a6 I / - \ L INSTL 77011LISTEDHEREONANDTOTHEASSIGNEESOF,ME LENDING \\' \c\ % 4'-- �' .i�i� / i Ixr7.7 INSTITUTION CER7IFICA77ONSARENOTTRANSFERABLETOADDITIONAL x I t 1 1 1 I I \ �lifo%3'' it' -77,!— �� x-74 x_so % ` , 1 1 ` /���2��`' ����/ .•;. �_ 1, INSTITUTIONS OR SUBSEQUENTOWNERS. � x-ZB L x-M x x=7b 1 1 1' 1' 1 \ \ \ \ \ \ / 1 RIGHiSOFWAYNOTSHOWNARENOTCER7IFIE0. (L7 1\. \.\ \' . ice�//i0''w�j� /J {; x-e_( ,x-Ze. x-Ze icy 9' 7.. \. x� \. \'. \� .� t♦`—v!il-�i �2!i� L / \ x x-at. 8. THESURVEYCLOSESMATHEMATICALLY, ..\ \ -\ x- \• \ \. - i./ y' %3`, ice,_..T ._ 1 _ '�_ 7Jc -&2� _ 1 ii!~ - - \♦�♦,�' _ ��� ' { i - / \ ��' 9. UNDERGROUND U7lLITlESIFSHOWNON THIS SURVII'AREFROMUTILLTY %b'\ /� EI 1: x / xis x k{so x-� x MARKOUTLOCATEDONTHEGROUND'AND/ORRECORD PLANS.BEFOR_EANY ` \' �'� °.—� 4/ / -x-7P /' x- DCCAYA710N IS TO BEGiN ALL UNDERGROUND UTIMES SHOULD BE \, x-7s1 1 x-s9 �- /r "j� -so ii i / - %.W VERIFIED AS TO THEIR LOCATION,SMEAND TYPE BY THE RESPECTIVE,4x9 i. fr-a1 -959F�r x-ai x=as yb11 . % C�ROVs x-8i OTIGTYCOMPANIES. _. \\` \\ \\ x=x{ x=s3 x 9 j % x-a7 x=&I x-as x_ q lU THISSURVEYWASMADEMMOUTTHEBENEFIFOFAT/TLEREPORT. x \ \ �'-s9 x-ss i— / z-ai SUBJECT TOANYEASEUEMCOMMONSORENCUMBRANCESAN \ \ \ � '1, i x=R7 X UPDATED TULESEARCHMAVREVEAL "ed.x-uo Xv x-66 / x-at 11. 7HEREWASNOV/SIBLEEWDENCEOFOE7LAND VEGETATION WITN/N20a j 3E \ \\ ii-5I \`—�' ����— %0 x x=as x-as x-a6 x x=a7 FEETRADWSOFTHISAREAAT7HETIMEOF7HESURVEY- 0 —' r x a7 ; `\ x-65 /�r7.0 x_i, x- -k-9I it-a7 Of NE y _ 1 'S 1 \ x-d 7 x-7b x- ' ( -�� L• S j�� OIpL DATE BY DESCRIPTION. APPROY:BY ,� %->:�i— x-&7 x-a7 x !_`P, •.�j' x-7J i �F 7 REVISIONS x-7-4 . Q \. x4o-. x 77c-7b Town of Southold x \` x-7Ax_7P x_7b ! x-&9 Suffolk Count , New York x-7J / s, ` './ x-as x'R0 Long Beach- Bar "Bug" Lighthouse -- `'\ x-as Orient,:-New. York __..� . . 050528 04 .-----� N. x-69 ,9' x= -------------' TOPOGRAPHIC -SURVEY LAND SUF_FOLK COUNTY REAL PROPERTY.TAX MAP NO. x x�, I herebycertify. this map made ual su/ve L. K. :McLEAN ASSOCIATES;. P:C. x"SU" p y CONSULTING ENGINEERS de LAND SURVEYORS DISTRICT 1000 / completed by me_on.10/25/2023: x-a7 x-s6 x-aj/ - 497 L30.. COUNTRY.ROAD, BROOKHAVEN. NER YOItKI SECTION J32.00 x-ae x-a9 , Flda Sq-y BY .,It e.ARL S�&j: I•�=30� sneer No BLOCK 01:00 �! �0'Kt.o1 Cc Z __ LOT` 031.600. c TAMARA L.STILLMAN P.L.S. otn-S1;n y By ct a. Baea OCTOB£R 25,.2023 1 M23I6ROW East End Seo art Harhe l t.House)\CIvA"BMSO-VO Dr',t%D-d NYSPLS No.50528 p (Bug L/gh y p dogs\23I6b0000 Topo Survey REVdrg 2/23/2A2I 9�3I AN Tamara StAGron Approved By. T.L.S Fie Ha 23I60,000 1 LONG BEACH BAR BUG LIGHTHOUSE ORIENT, NEW YORK r PHOTO 1 (SEE EXISTING CONDITIONS PLAN) LL PHOTO 2 (SEE EXISTING CONDITIONS PLAN) LONG BEACH BAR BUG LIGHTHOUSE EXISTING CONDITIONS PHOTOS OCTOER 2023 ' ORIENT, N.Y. L.K AA1,iEAN A�OCIA7Ea.P.C. i it .III�i. PHOTO 3 (SEE EXISTING CONDITIONS PLAN) '1. K PHOTO 4 (SEE EXISTING CONDITIONS PLAN) ALONG BEACH ]BAR BUG LIGHTHOUSE EXISTING CONDITIONS PHOTOS OCTOBER 2023 ORIENT, N.Y. L.K McLEAN ASSOCIATES„P.C. is, c ,K A PHOTO 5 (SEE EXISTING CONDITIONS PLAN) Iq :►ni it PHOTO 6 (SEE EXISTING CONDITIONS PLAN) ]LONG ]BEACH-][ ]BAR ]BUG LIGHTHOUSE EXISTING CONDITIONS PHOTOS OCTOBER 2023 LK AL ORIENT, N.Y. L.K MdEAN A�OgA7Es,P.C. -x<B. wn-u N SGH1 1 EOM 1 m M)Nc) UNRED STATES GOYERNY caurtr aE SUEFCIx r _ ..•�,Y, LOIINTY S OF UFfpR 11 / �O,Ip�Y u EDBMcI P D � TSB 8l, BMcI ,BlMlcl OJ'` / . / CO,xIrYOi SDfTpX � / _ � ���P �M1W 5f�TE OF NEW YOPot �b •? .. SGTE OF NEW YORN [e is O i T!/ T ..-. ar v.rcl dab' n, 013 o/• auAwT / / OF ,�'`�` TOFU / SHELTER / 'St A• "+rV.D SECTpN M—D NOTE-�u a �N rNls EDNDERNNTER 1A110 EAENPT RUM ISIAND NID THE IONG BEACH MR Llf IT. e� � _�_ W` a" — -- Nonce COUNTY OF SUFFOLK © E o< SOUTHGED SECTION NO —0 Real Property Tax Service Agency r x- w a.� J D�B.�...RH..�..N.,,� BEE BCE. 132 A rMcr xP 1N0 Ml P PROPERTY IMP OFFICE LOCATION: '% MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 Com , m LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: April 15, 2024 Re: LWRP Coastal Consistency Review for EAST END SEAPORT MUSEUM & MARINE FOUNDATION, LONG BEACH BAR BUG LIGHTHOUSE. SCTM# 1000-132-1-31 L.K. McLean Associates on behalf of EAST END SEAPORT MUSEUM & MARINE FOUNDATION, LONG BEACH BAR BUG LIGHTHOUSE requests a Wetland Permit and a Coastal Erosion Permit to construct a new pier by saw-cutting and removing existing concrete within footprint of proposed timber pier, remove±148" of existing timber pier end replace with an FA0.75'( 322sq.ft.)greenhear t timber pier, stepping down to an 8'x16.4" (132sq.ft.)fiberglass-grating pier at lower elevation and situated in an"L" configuration; install 84 linear feet of timber railing around the perimeter of the pier, 40'long fender pilings evenly spaced around the perimeter of the pier, and three(3)aluminum marine ladders; replace femur(4) two-pile dolphins while shifting them slightly to the east to accommodate the new location of the pier; install one (1)five-pile dolphin; install a new 18.5'wide wave screen using 10" long Xx10'' greenheart timber boards connected to three(3) 8"x8"° greenheart timber wales and (3) 12" long steel brackets, and then fastened to 35' long HP 14x102 steel piles, placed at 6'on center; and to construct a new walkway path around the existing building with approximately 113 cubic yards of heavy granite stone over an area of 787sq.ft. the stone will lay flat and will allow the visitors to walk around the lighthouse. Located: Off End of Long Beach Bar in Gardiners Bay, Orient. SCTM# 1000-132-1-31 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 proposal is INCONSISTENT with LWRP Policies 6.3(below) and therefore, INCONSISTENT with the LWRP. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The proposal does not meet Chapter 111. Coastal Erosion Hazard Areas of the Southold Town Code. a. No development is permitted in natural protective feature areas, except as specifically allowed under the relevant portions of 6 NYCRR 505.8. The pier is within the Coastal Erosion Hazard Area (CEHA). All development is prohibited in the nearshore area pursuant to � 111-11. unless specifically provided for by Chapter 111, COASTAL EROSION HAZARD AREAS. Pursuant to § 111-6, allowable activities in these areas may include open timber piles or other similar open work supports with a to surface area of less than 200 square are fleet which are removed in the fall of each ear, Therefore, the pier, as proposed, is prohibited in the nearshore area pursuant to Chapter 111, COASTAL EROSION HAZARD AREAS as it is greater than 200 square feet and not removable. It is recommended that the Board consider the water-dependent nature of the proposal and the need for safe access. 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: Honorable Lori Hulse, Attorney Caroline Burghardt,Chairperson Town Hall,53095Main Rd. Lauren Standish,Secretary P.O.Box 1179 " Southold,NY 11971 �Q Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., April 10, 2024, the following recommendation was made: EAST END SEAPORT MUSEUM & MARINE FOUNDATION c/o SARAH SANDS, MANAGER for the removal and replacement of the existing timber pier with a new pile supported pier. The new pier would be large, an increase from 148 sf. to 453 sf; however, 132 sf. of the proposed pier will be fiberglass grating, which will still allow natural light to pass through. Located: Long Beach Bar Lighthouse, Orient. SCTM#132-1-31 The CAC did not make an inspection, therefore no recommendation was made. Glenn Goldsmith,,President Town Hall Annex ® ' 54375 Route 25 A.Nicholas Krupski,•Vice PresidentO P.O.Box 1179 Eric Sepenoski Southold,New York 11971 ,Liz Gillooly T '.- O elephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 - - l BOARD OF TOWN TRUSTEES.: TOWN OF SOUTHOLD - - - Tliis Section��For Office-Use Only E E .1V Coastal Erosron Permit Applrcatio Wetland Permit Application __Administrative Permit'mendment(Transfer/E si,_ Application'. putliold70 j Y-- _Received Fee:$ 0-5 O atTrustees 1 �1 -Completed Application:, a-9:2r Incomplete: SEQRA Classification: .Type I Type II Unlisted.:. ., Negative Dec. Positive Dec._ Lead Agency Determination Date: Coordination:(date sent): j Y - LWRP Consistent Assessment Form Sent: A_� DatCeof CA Referral Sent:Inspection: U Receipt.of.CAC Report:_ I Technical Review: =Public-Hearing Held: 7 Resolution: - Owner(s)Legal Name of Property. (as shown on Deed)::.Sarah Sands Mailing Address:,100 3rd Street, Green port, NY 11944. 484 888-1049, Phone Number: (...._. ) Suffolk County Tax Map.Number: .1000- 132'- 01^--31... _ - i Lon Beach Bar Li hthouse, Orient NY 11957. ' Property Location:. _ 9 .__ . . 9. - (If necessary,~provide LILCO Pdle#, distance to cross streets,:an location) ' AGENT(If applicable): Keith J._Masseria, P.E. -'L.K. McLean Associates ,I Mailing Address:437,S Country Rd., Brookhaven, NY,11719 Phone Number: (631) 286'- 8668 e;,Q}- Email::kmasseria@Ikma.corn _ 7 NO 44kUue. Proiect Description for Long Beach Bar Bug Lighthouse, Orient, NY The purpose of the proposed work is to remove and replace the existing timber pier located on the east side of the Long Beach Bar Bug Lighthouse. It is proposed to remove the existing 148 SF existing timber pier and replace with a new 453 SF pile supported pier. The new pier will consist of the following sections: • 40.75'x8' (322±SF) greenheart timber pier'(Elevation 6.68±) • 16.4'x8' (132±SF)fiberglass-grating pier at lower elevation (Elevation 4.68±) The shape of the new pier will form an "L". The higher section of the pier will be used to offload passengers from the Peconic Star which runs tours to the Lighthouse. The lower section of the pier will be used for docking of smaller recreational vessels. The revised pier configuration will provide increased accessibility to the cruises and tours offered by the East End Museum to Bug Lighthouse and to provide safety for pedestrians. The lower section of the pier will provide a safer environment for boaters so that they do not need to climb a high ladder to access the pier. The additional square feet of pier will provide greater levels of both safety and accessibility for those who traverse the island. Approximately 132 square feet of the proposed ±453 square feet pier is to be constructed from fiberglass grating, which will allow natural light to pass through to the wetlands that it is encroaching into. The intent is to make a necessary increase in the accessibility for recreational boaters while minimizing the impacts to the wetlands. The new timber pier will consist of 4"x8" greenheart timber stringers, 3"x10" greenheart timber girders, 3"x8" greenheart timber decking and 35-ft long timber piles:A new railing will be added around this pier. The fiberglass-grating pier will have the same substructure as the timber pier and 40-ft long fender piles evenly spaced around the perimeter of the pier. It is also proposed to construct a new timber wave screen on the south side of the pier to protect and mitigate the actions of waves generated by east and southeast with fetches between 8 and 18 miles. This new 19.5 wide wave screen will be constructed with 10-ft long 3"x10" greenheart timber boards connected to (3) 8"x8" greenheart timber wales and (3) 12" long 8x6x.5z- steel brackets, and then fastened to 35-ft long HP 14x102 steel piles, placed at 6-ft on center. It is proposed to replace four existing 2-pile dolphin structures. The locations of the 2-pile dolphins will be shifted slightly east to accommodate the new location of the pier. It is also proposed to install one 5-pile dolphin directly south of the new wave screen to provide protection from ice flows. It is proposed to construct a new walkway path around the existing building with approximately 113 CY of heavy granite stone over an area of 787 SF. The stone will laid flat and will allow the visitors to walk around the lighthouse. All requirements of the NYSDEC, ACOE, DOS and Town of Southold permits will be adhered to. Long Beach bar Bug Lighthouse, Orient, NY Page 1 of 2 Summary of Proposed Improvements • 40.75'x8' (322±SF) greenheart timber pier • 16.4'x8' (132±SF)fiberglass-grating pier at lower elevation • Install 94 linear feet of timber railing around the perimeter of the pier • Install a new 19.5' long wave screen • Install three new aluminum marine ladders • Install one 5-pile dolphin • Replace four, 2-pile dolphins • Construct a new walkway path around the)existing building with granite stone over an area of 787 square feet Long Beach bar Bug Lighthouse, Orient, NY Page 2 of 2 8oard of Trustees Application GENERAL DATA Land Area(in square feet) 4,750 Area Zoning; N.A. Lighthouse Previous use of property: g Intended use of property: Lighthouse Covenants and Restrictions on property? Yes X No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes X No If`.`Yes", be advised this application will be reviewed by the Building Dept. prior,to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes X No If"Yes",please provide copy of decision. .a Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure (s) on property have a valid Certificate of Occupancy? Yes X No Prior permits/approvals for site improvements: Agency Date DEC - 1-4738-00139/00006 5/2/11 DEC - 1-4738-00139/00005 6/26/02 DEC- 1-4738-00139/00002 7/22/91 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X . No Yes If yes,provide explanation:- Project Description(use attachments if necessary):.The proposed work consists of removal and replacement of the existing timber pier with a new pile supported pier. The new pier would be larger, an increase from 148 SF to 453 SF;however, 132 SF of the proposed pier will be fiberglass grating, which will still allow natural light to pass through. See attached project description for more details. r _ Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA The proposed work consists of removal and Purpose of the proposed operations:,.. replacement-of the existing timber-pier with_a new pile supported pier. The-new pier would be lamer, an increase from 148 SF to 453 SF;however, 132 SF of the proposed pier will be fiberglass grating, which will still allow natural light to pass through. See attached project description for more details. Area of wetlands on lot: N.A. square feet ' Percent coverage of lot: N.A. Closest distance between nearest existing structure and upland edge of wetlands: N A feet Closest distance between nearest proposed structure and upland edge of wetlands: N.A._.__-feet Does the project involve excavation or filling? _ No X Yes If yes, how much material will be excavated?- 0 cubic yards How much material will be filled?, 113 cubic yards Depth of which material will be removed or deposited: .__-__—4_ feet Proposed slope throughout the area of operations: 0 Manner in which material will be removed or deposited: - Access to the site will be via barge.All material will be excavated and placed with upland earth moving equipment such as an excavator or crane. 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): There will be no excavation or fill placed below SHW(El 1.30). Therefore,there will be no impacts to wetlands as a result of the proposed work _ L Board of Trustees Application COASTAL EROSION APPLICATIONDATA j i The proposed work consists of removal and Purposes of proposed activity:._ - . _ re placement_of the existing timber pier with a new pile supported pier._The new_pier would beaarger, k an increase from 148 SF to,453 SF;however, 132 SF of the proposed pier will be fiberglass grating, which will still allow natural light to pass through. See attached project description for more details. Are wetlands present within 100 feet of the proposed activity? _ No X Yes Does the project involve excavation or filling? = No _X . Yes If Yes,how much material will be excavated? . _ 0 (cubic yards) How much material will be filled? _ _._..- ; :___113_. (cubic yards) Manner in which material will be removed or deposited: -.. Access'to the site will be via barge.All material will be excavated and placed with upland earth moving equipment such as an excavator or crane.No fill is to be placed below S.H.W. Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably,anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) The existing pier is to,be removed,disposed-of,and replaced;with an increase in square feet.There j will be no environmental impacts to.the subject property or neighboring properties as a result of this proposed work The increase in square feet of the existing pier is proposed in order to make the necessary increase in the accessibility for recreational boaters while minimizing the impacts to the wetlands and still allowing light through the fiberglass-grating for any vegetation below. 1 i ►ard. of TrusteesPP A licat . . .. AFFIDAVIT Sarah'Sands,Chairman, East.Entl S PO-:14 ,purn _ BEING DULY SWORN .DEPOSES AND AFFIRMS THAT HE/SHE IS,THE APPLICANT FOR THE ABOVE DESCRIBED Pt-kM T(S)AND THAT ALL STATEMENTS CONTAINED HEREIN . ARE TRUE TO THE BEST OF HISMER.KNOWLEDGE AND BELIEF,AND THAT. ALL WORK,WILL BE DONE.IN`THEM ANNER SET FORTH.IN THIS APPLICATION AND.AS MAYBE APPROVED BY THE'SOUTHOLD:TOWN BOARD OF TRUSTEES: THE APPLICANT AGREES TO'HOLD THE TOWN OF`SOUTHOLD AND'THE BOARD OF 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 IiEREBY.AUTHORIZET'HE TRUSTEES,THEIR AUNT(9) OR.REPRESENTATIVES;'INC�LUDING THE CONSERVATION ADVISORY.COUNCIL,TO ENTER ONTO.MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING -A FINAL INSPECTION. I FURTHER.AUTHORIZE THE BOARD OF TRUSTEES TO'ENTER"ONTO MY PROPERTY AND:AS REQUIRED TO'INSURE COMPLIWITH ANY CONDITION O F ANY WETLAND OR COASTAL: .. Cr WITH .. EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. , ignature ofProperty Owner Signature of Property Owner y SWORN' 'TO BEFORE ME THIS 5b DAY,OF : r vex 20�_ Notary Public ,FO . R.Ua ..IC SlATE'OF NEW YORK SUFFOL_K COUNTY LIC.#01F00096697 ;COMK.EXP. f!i2d% ziard of Trustees Applcat- AUTHORIZATION (Where the applicant is not the owner) Sarah.Sands, Gha'irman at,East;End Sea ort Museum 132-`01-03�owners of the.property identified as SCTM# :1.000- in the town of Southold ,New York,hereby.authoriies Keith:J:.M.. ria, P.E. of L.K.McLean Associates, P.C.- to act 8 my agent and handle all necessary work involved with the application process for.perriiit(s)from:the Southold Town Board of Trustees for this property, f .roperty Owner's Signature Property Owner's Signature SWORN TO BEFORE IVIB THIS DAY OF 20�- Notary`Public NMAttkt N FOX NOTARY PUBLIC STATE.OF NEW.YORK SUFFQLK_COUNTY LIC.#01 F00016697 06MM.,EX0'. li 0% APPLICANT/AGEN.T/RFP-RESENTATIVE TRANSACTIONAL DISCLOSURE FORM. The Town of Souftld'stode of Ethics prohibits conflicts of.interest on the naft oftowri officers and employees.The pulse bf this'forrri is.tn.provide information which can alert the town of possible conflicts of interest and allow it 16 flake whatever action is. necessary to avoid same. _ 'YOUR_NAME: Sarah Sands, Char tianbt East End Seaport Museum (Last name,first name,middle initial,unlessyou 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 off cial map Planning Other (if"Other",n*a-ine'the activity.) Do you personal ly(or tlirough your company;spouse;sibling,parent;or child)have a relationship"with any officer or'employee ofthe Town:of Southold?, "Relationship"includes by blood„marriage,or business interest."Business interest";means a,business, includirig:a partnership,id which the town officer or employce,has even a partial ownership.of(or employ ment:by).a corporation, 'in which"the town off cer or,employee owns more than m 6fthe.sh"ares. YES n NO -- if you answered"YES",coniptete the:balance o(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/age,nUrepresentative)and the town officer or employee Either bheck the appropriate line".A)through D):and/or describe.in the-space provided: The.town ofticer or.-employee or his.br her spouse,sibling,parent,or child is(check all that apply): _nA)the-owneaof greater than 5%of the shares of the.corporatc.stock of ihe,applictrnt. (when the:appli-antis a corporation); B),the legal or beneficial owner of any interest in a non-co*,orote entity(when the applicant is not a corporation) G)an officer,director,paririec,or employee of the applicant;or -D.)the actual applicarii;., DESCRIPTION.OF RELATIONSHIP Submitted this . day of .: 20: Signature Print Name 4j Fonn TS 1 and of Trustees Applicati PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS: /UG-b,Lz n�n No 46 'Pr NoT /�� icLoo j2 r ��"�Y�OC.�S� L�C�G�/ �-�' LJ I� I✓1 �.(G-rCX)I!�Q/S��.."y/ �r�r'e Sl STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , 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 located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of . 20 Notary Public r 6 _ 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 HazardArea. 2 Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action. will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LAW policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is.available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department,all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000-132-01-031 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. I—IBuilding'Dept. F Board of TrusteesIx I 1. Category of Town of Southold agency action(check appropriateresponse): - (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity,agency regulation,land transaction) 4 El(b) Financial assistance(e.g. grant, loan,subsidy) 1 x (c) Permit, approval,license,certification: Nature and extent of action: The proposed work consists of removal and replacement of the existing timber pier with a new.pile supported pier.. The new pier would be larger,an increase from 148 SF to 453 SF;however, 132 SF of the proposed pier will be fiberglass grating,which will still allow natural light to pass through. See attached project description for more details. Location of action: Orient,NY, 11957 (Island directly south of end of Orient Beach State Park) Site acreage: 0.386 Present land use: Cultural Facilities Present zoning classification: Institutional 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: Sarah Sands, Chairman,East End Seaport Museum (b) Mailing address: 100 3rd Street, Greenport,NY 11944 (c) Telephone number: Area Code(484) 888-1049 (d) Application number,if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No [ x] If yes,which state or federal agency? C. 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. X❑Yes. ❑ No ❑ Not Applicable This project is consistent with the policy because it proposes an increase in SF of existing pier,which will increase the beneficial use of this coastal location as is will provide greater accessibility for those traveling to the island. Simultaneously,there will be no adverse effects of development because the use of the open-grate will still allow'light to pass through the pier. 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 �X Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes No Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4.Minimize loss of life,structures,and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria �X Yes ❑ No [—] Not Applicable The Project is consistent with the policy since it proposes the construction of a wave screen to mitigate the actions of waves, which minimizes loss of the existing structures due to erosion.The rest of the construction pertains to the accessibility of the pier,and the extension is included with the intention of increasing safety for all vessels. 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 �X Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. X� Yes ❑ No F Not Applicable This project is consistent with the policy because it will not have any adverse affects on Significant Coastal Fish and Wildlife Habitats and Wetlands. The extension of the pier will be constructed using an open-grate platform,and this will allow natural light to continue passing through, so as to not alter the wetlands. 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. 1-1 Yes F—] No �X 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. F]Yes No ❑X 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. X❑Yes ❑ No Not Applicable J Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent-uses in suitable locations. See LWRP'Section III—Policies; Pages 47 through 56 for evaluation criteria. FRIYes No ❑ Not Applicable I The Project is consistent with the policy since it proposes the construction of a wave screen to mitigate the actions of waves,which ininfinizes loss of the existing structures due to erosion.The rest of the construction pertains to the accessibility of the pier,and he extension is included with the intention of increasing safety for all vessels. 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 �X 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 � 1 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 �X Not Applicable Created on 5125105 11:20 AM I 617.20 Appendix B Short Environmental Assessment Form Instructions for Comnletinp- Part 1 -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 I. 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 l-Project and Sponsor Information Name of Action or Project: Long Beach Bar"Bug" Lighthouse Project Location(describe,and attach a location map): Island directly South of the end of Orient Beach State Park: 40000 Main Rd, Orient, NY 11957 Brief Description of Proposed Action: The proposed work consists of removal and replacement of the existing timber pier with a new pile supported pier, resulting in an increase from 148SF to 453SF. A new timber wave screen is proposed on the south side to protect against wave action. Additionally, 113 CY of heavy granite stone will be placed around the lighthouse, laid flat. Name of Applicant or Sponsor: Telephone: (484) 888-1049 Sarah Sands. Chairman at East End Seaport Museum E-Mail: sarahsands1510@gmail.com Address: 100 3rd Street City/PO: State: -Zip-Code: Greenport [NY 11944 A.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. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(§)name and permit or approval: 1 U.S. Army Corp,of Engineers & N.Y. State Department 0 `. 3.a.Total acreage of the site of the proposed action? 0.386 acres b.Total acreage to be physically disturbed? 0.03 " acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.386 acres 4. Che I land us at occur on,adjoining an ar the prop9=4action. Urban Rural(non-agriculture) Industrial Commercial [:]Residential(suburban) Forest Agriculture MAquatic QOther(specify): Parkland Page 1 of 4 J 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? _ TT10 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,vegetaition, scenic beauty,'Agericy: Suffolk County,.Date:-7-12-88 ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 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: 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'ihaf is listed on either the State or National Register of Historic NO YES Places? a b. Is the proposed action located in an archeological sensitive area? 4 13.a.Does any portion'of the site of the proposed action,or lands adjoining the proposed action,contain I YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into, any existing wetland or waterbody? i If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: It is proposed to construct a new 453 SF pier and 19.5 LF of a wave screen next to the Long Beach Bug Lighthouse in Gardiners Bay.Additionally,it is proposed to construct(4)2-pile-dolphins and(1)5-pile dolphin.Approximately 120 SF -ofthewave screen will below r inary mean nigh water.,No i wi e placed a ow ordinary/mean ig wa er. 14. ntify the typic bitat types that oc n,or are likely io be found on t1Mroject 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? 1'6:1s the project site located in the 100 year flood plain? -NO YES TVT 17.Will the proposed action create storm water discharge,either from point or non---point sources? NOTES If Yes, a. Will storm water discharges flow to adjacent properties?- ❑NO ❑YES , ❑ b.Will storm water discharges be directed to established conveyance systems ff an m drains)? If Yes,briefly describe: N0 YES Page 2 of 4 I8.'Does the proposed action'include construction or other activities that result iti the impoundment of NO ' 'YES water or other liquids(e.g.retention pond;waste lagoon,dam)? If Yes,explain purpose and size: _N/A 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: .❑ ' N/A _ 20.Has the site of the proposed action or an adjoining property been the subject of retnediation(ongoing or NO YES.' completed)for hazardous waste? If Yes,describe: __ .- - .----- _ —_- . . ❑ ✓ - - i f AFFIRM THAT THE INFORMATION PROVIDED ABOVE,IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name::Keith J. Masseria, P..E.. _ Date: I ' Signature•- Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the,following questions in Part 2 using the information contained in Part 1 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 1 responses been,reasonable considering the scale and context of the proposed action?" No,or Moderate ' i 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 j regulations? .; 2. W ill the proposed action result in a change in the use or intensity of use of land? a, it 3. Will the proposed action impair the character or quality of the existing community? ; ElI� a. _ 4. . Will the proposed action have.an impacton the environmental,characteristics that caused the establishment of a-Critical Environmental Area.(CEA)? El S. 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? a a 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? Eli I a, 8. Will,the proposed action impair the character or quality of important historic,archaeological, architectural.or aesthetic resources? EJ El 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 occur 10. W ill the proposed action result in an increase in the potential for erosion,flooding or drainage problems? IL 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 3. 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 dociiinentation that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer)- .I PRINT Page 4 of 4 L11AA L. K. McLean Associates, P.C. ❖ 437 South Country Road • Brookhaven • New York • 11719 (631)286-8668•FAX(631)286-6314 ❖ 25 Newbridge Road • Suite 212 • Hicksville • New York • 11801 https://www.lkma.com RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT JAMES L.DeKONING,P.E.,VICE PRESIDENT CHRISTOPHER F.DWYER STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER MATTHEW C.JEDLICKA,LEED AP KEITH J.MASSERIA,P.E. VINCENT A.CORRADO,P.E. TAMARA L.STILLMAN,P.L.S. February 23,2024 - Town of Southold,Suffolk County, New York Southold Board of Trustees 54375 Route 25 PO Box 1179 MAR - 2024 Southold, New York 11971 Re: Wetland&Coastal Erosion Permit Applications Southold Town Board of Trustees Long Beach Bar Bug Lighthouse LKMA#23168.000 To Whom It May Concern: As Consulting Engineers for the East End Seaport Museum,we are submitting on their behalf an application for a Trustees Wetland Permit and a Trustees Coastal Erosion Permit for an improvement project at the above referenced site. Enclosed herewith for your review is the following: • General Permit Application(3 copies) • Short Environmental Assessment Form (3 copies) • Affidavit(3 copies) • Authorization form'(3 copies) • Transactional Disclosure Form (3 copies) • LWRP Consistency Assessment Form (3 copies) • Property survey(3 copies) • Drawings/Plans(3 copies) • Recent site photographs showing relevant site conditions(3 copies) • $1,250 Trustee Wetland Permit Application Fee • $1,250 Trustee Coastal Erosion Permit Application Fee Applications have also been made to the NYSDEC, USACE and the NYSDOS. Once these permits are obtained,our office will provide copies. If you have any questions or concerns, please call the undersigned. Very truly yours, Keith J. Mas na PEE. L. K. McLean Associates, P.C. Cc: Sarah Sands,Chairman at East End Seaport Museum TODAY'S CHALLENGES I TOMORROW&SOLUTIONS Since1950