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HomeMy WebLinkAboutTR-9520 Glenn Goldsmith,President �Q� s®�'�� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ®� ® P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® y® Fax(631) 765-6641 C®U 'N,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 20, 2023 Jacob Albert A R &T Architects, Inc. 33 Union Street, 4th Floor Boston, MA 02108 RE: ALEXANDER WILMERDING 4997 EQUESTRIAN AVENUE, FISHERS ISLAND SCTM#: 1000-9-9-3.1 Dear Mr. Albert: The following action was taken by the Southold Town Board of Trustees at their Regular. Meeting held on Wednesday, October 18, 2023. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9520 & Coastal Erosion Permit#9520C for an as-built 218sq.ft. roofed over deck/gazebo area with removable screens in lieu of the previously permitted 226sq.ft.,roofed over deck/gazebo; with access steps (4'6"x9') in lieu of the previously permitted 27sq.ft. access ramp, and as depicted on the site plan prepared by A R & T Architects received on October 2, 2023, and stamped approved on October 18, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an'approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, G� Glenn Goldsmith President, Board of Trustees GG/dd Glenn Goldsmith,President ��' CO Town Hall Annex �O G A.Nicholas Krupski, Vice President y<q 54375 Route 25 Eric Sepenoski y P.O.Box 1179 Liz Gillooly y • o� f� Southold,NY 11971 Elizabeth Peeples ��l ,vr Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report DatelTime: �2 Completed in field by: G, C:20 Ug., 4� A,R & T Architects, Inc., on behalf of ALEXANDER WILMERDING requests an Administrative Amendment to Wetland Permit #9520 & Coastal Erosion Permit#9520C for an as-built 218sq.ft. roofed over deck/gazebo area with removable screens in lieu of the previously permitted 226sq.ft.,roofed over deck/gazebo; with access steps (4'6"x9') in lieu of the previously permitted 27sq.ft. access ramp. Located: 4997 Equestrian Avenue, Fishers Island. SCTM#: 1000-9-9-3.1 Type�f area to be impacted: /Saltwater Wetland Freshwater Wetland Asound 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.: 11-1 \011Se sem-I&.,✓. M.S�aC nnar�+ •G�i�•nc�S �O P��./LO►1� PP�r' �`_. Present Were: '/.G. goldsmith ✓ N. Krypski E. Sepenoski L. Gillooly ,/ E. Peeples � ECEIVE - -� b .� �`.I•'�.� ��, _ s• � is , i... ' .a V A rs • tok 11111116A_A� -Age 41 ir Will �f. ter+`•' � .,.., _ - � ~ �� w '` 1.,17, aXk r ra ♦\ « r 1IWA ,. TV- + v u .y» �'•'.'NSF,_ I . • '���f ..+�,,+' 'SIH•• � ,� �Y '''-.r:.- E ES I V E OCT 2 2023 }�a•; — � . . ',•Fair �¢ �►� '' 41 ' - 0 Am c V OCT - 2 2023 Southold Town Board of Trustees Y Rl r. r A&V ■ ��1.. ism,, �� _ •� �'s-1 � � �5.. _ a �� `' �y�} e, _ � f ':.ti _ .•.i APPROVED BY BOARD OF 1 RUSTEES TOWN OF SOUTHOLD i DATE BOK $ i X23 12 9 ®/ CLAY-TILED HIPPED ROOF TO 12 MATCH HOUSE TILE HIP CAP BEYOND � I 2x6 CLG. JOISTS � - L ® 16" O.C. i ' %J !-- - 12 5/8" CDX PLYWD. pt\TOP PLATE I Q6 30# FELT BLDG. - - - - _ _ - - - - _ _ - - - - - - - - - - - - - � - - - - n - - EL: 108'-11" - - - i - - - - - PAPER ®SIMPSON 1" ROUND - - MOLDING HURRICANE 12 TIES 2x8 RAFTERS, 16" ' ' ' I 1 ' ' 1 i 1 1 1 5 CLAY TILES, TO O.C. 2'-7"; 6'- 4 ;2'-7"1 ;2'-7"; 6'-44n 12'-7* 6 1 1 1 1 I SCREEN SCREEN 1 1 AF.1 __ W o MATCH HOUSE ROOF 12- " 8 I J m ' PANELS PANELS 12�1 i i o c� w 1x6 V-GROOVE I 1 1 I I I I ( I � N 5/8" CDX PLYWD. 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TO TOP PLATE ------- - --- ------- ------ ----_____-_-_-------- I EL: 00' 0" 1 C) 1 - 5/4x CEDAR FASCIALFCL CEDAR CROWN 2x4 ® 16" O.C. 2x BLOCKING, CONTINUOUS 1x CEDAR NEW --. BRICK -- W DOW - _0 FASCIA 5/4x CEDAR LVL HEADER, SEE I _ - QUOINS ____ .. _. __ _ __ n _�=- ___ ____-__ - EXISTING S I �N G STRUCTURAL DWGS. WINDOW _ -- -p -0 I I ITI I II I II I II I II I1=_I I ISI I IHII I 1=1I ISI I I 111= 3" " FASCIA I I ___ 6' `" II I-11111111=III-III-III-III-III�II 6-14 6'-1 1x6 V-GROOVE CAST-IN-PLACE -- - - -- _ _ � 4 CEDAR SOFFIT 1 -3 I ELEVATION ® - '''"' <. ,,:=t ,' %'="' = CONC. SILL - Nay = 0 __ _ -- _ - =III-III=III-III=III=III=III - - 44, CEDAR MOLDING - - _ - - - - -- - I III-III-III-I 1-1I , - - STEPS STUCCO I DOOR I --- 11=1 11=1 11 a I I I a`''`'=� 11=1 II I II I II II I II i FI Illi/ CEDAR MOLDING I I I -- - - -1- I I I-111=I I I- I - - =III-III ! GRAVEL CAP -__ -- ___ _ 11=III-III 11=III=III=III -III-I I ' - - ------ -- 11-III= ( III=III=III- II ! CONC. SLAB - - IIHII 1=1 11=1 I I 5/4x CEDAR _ FASCIA " " I I I I ( �. ... III=III==_ -11= III=III ,n 3/4 x2 1/2' CEDAR 1 1/2- SQ. I ( I I I I H I I / " SCREEN PANEL FRAME, 1=III= CEDAR STOP I NOTCH AROUND MOLDINGCEDAR MOLDING MOLDING IVES CASEMENT 12'-3 " ' " I I ' 1" 12 �1 L 12'71" I� � � 12 X32 6 3/4" x 6 3/4" FASTENER #066 �` EXISTING BRICK EXISTING BRICK SQUARE COLUMN STRUCTURE STRUCTURE I 1x BORAL TRIM 6 6 SOUTH ELEVATION 5 EAST ELEVATION 4 SECTION NORTH — SOUTH SECTION EAST — WEST OVER 5 1/4- PSL I I I SCALE: 3 SCALE:1/4"—1-0 POST CHAMFER CORNER 12 7 1 12• I�n PR HOUSE COL. TO - PROVIDE WIRELESS SWITCHING FOR 2—7 OUTSIDE OF FIN, COL. LIGHTS ON THIS CIRCUIT. VERIFY — — W/ ARCHT — — — — — — — i3' X —' - - - - N CUSTOM CEDAR HANDRAIL � I - - - - TRAY - � '" 1 1 I CEILING 4�/ --- - -- - 1 ---+ - 1 x ABOVE--\�I I I `a I I I AF.1 - 'Ir 1 w D I I I I I 3 - - - -- y" , I STI S— -- — -' _' �I I NEW I � Imo, I I I I I 1 1 1 5 1 4x5 CHAMFERED I I I, I CORNERS 1/4 PSL � I 1 1 I GAZEBO I I I I 1 I 1 -- P - - - I --1 I I - POST COLUMN BASE 0 1 1 I - J I ( IPE DECKING I IVES CASEMENT 1 1 _ I 1 I I lx BORAL BELOW FASTENER #066 CUSTOM CEDAR I I „ CASING _ _ I I_I 5 1/4 SQ. PSL POST CLAD W/ 1 x 1 1 1 I I RAILING �, 6 4- 1 1/2" SQ. CEDAR I 1 1 1 1 ELECTRICAL SYMBOL KEY n - - - - - - K _ _ BORAL TRIM SPINDLES PLAN DETAIL OF COLUMN 1 1 i 1 I I 2'_7" sv— On i 6 3 4x6 3 4 �----------- I L-----------� SYMBOL CEILING FIXTURE (SURFACE) CUSTOM CEDAR BOTTOM RAIL 4" COLUMN / " I FRAME TO FRAME CEDAR BASE PORCELAIN SOCKET (SURFACE) AF.1 5/4x4 DECKING, 4 BLIND FASTENERS = n 3/4"x2 1/2" SCREEN - _ _ _ == I-© PATHWAY (JGHf TAPERED 2x P.T. M CEDAR BOT. RAIL MMEIZ_ FRAME, NOTCH BOT. �' _ _-1 DUPLEX RECEPTACLE OUTLET 1ST FLOOR PLAN SLEEPER — — CORNERS TO FIT OVER -- - I i MEMBRANE BASE I_} L - - - LJ -1 �P,� WATERPROOF OUTLET SCALE:1/4"—1-0" -7 1I � I I 12,Lj m . n 1 x CEDAR - -- _ = -- - - - - = COL. BASE I I - - - - _ - I I SWITCH FASCIA COPPER 3/4" CDX — I I i I STR CTU EXISTING BRICK DRIP EDGE INSECT PLYWD' I L - - - - - - - - - - - _ FLASHING SCREEN'G ON TAPERED 2x10 r I CEDAR CROWN TOP OF FLOOR JOISTS SLEEPERS I 1x CEDAR COLUMN I I CONC. I NEW FASCIA 2 8 FOOTING PRES. TRTD. 2x8 WEST ELEVATION _ FOR PIERS I WINDOW 2 1/2" CEDAR Y 35/" Ys SILL 1 1/2"x 3" CEDAR SCA11:1/4"-F-W DENTIL MOLDING 1/2" ANCHOR =N DOOR JAMB AF.1 I I = n - 5/4x CEDAR BOLT, MAX. 48 — - -3-- I -I - NEW DECK ---1- - -- ---- - - - -- -- -DOOR- - --I -- O.C.; GROUT INTO I I PIERS -c-4 - -- " FASCIA MASONRY WALL CEDAR MOLDING EXISTING MASONRY 1/2" CEDAR STOP I I FILLI &��L I 5/4x CEDAR WALL W/ BEAD I - J 10'-041 CONC. SLAB I FASCIA BLOCKING AS 5/4 x SCREEN I I REQ'D. DOOR STILES & NEW RAILS WINDOW I I JAMB & STOP ® I i \ / HEAD, ABOVE -y - - - - - - - - - - - - YLINE �Q��fr` art�" L' J � �7� I — AF1 OF STRUCTURE ;.�: Y i OCT - 2 2023 4 ABOVE ~', ,= I I WALL SECTION DETAIL i PLAN AIL C DOOR ""'• • ` "-- 8 � ,��'rt��'} t" •e* �Ot a,°i ..:i-1�)i I?C?i�"I__.--------_c T � �T SCALE:1 1/2"s 1'-0" •aa f I`E (SA o � �_ l r rl I �G QHS FOU ��PATION PLAT�I S :3"—F-0" +saasax SCALE:1/4"— __j i TITLE DATE. ISSUE DRAWN CHECKED PLANS, 7/31/2020 CONSTRU CDG JDA A-�,&TARCHITECTS WILMERDING PUMP HOUSEELEVATIONS, SECTIONS DETAILS 262 Washington Street 2nd Floor Boston,NIA 02108 FISHERS ISLAND NY JOB NUMBER SCALE 617-451-5740 ARTarchitects.com 1617 VARIES GENERAL STRUCTURAL NOTES REFERENCE IS MADE BUILDING DESIGN LOADS LIVE LOADS i O DRAWINGS UPON WHICH GNCB CONSULTING ENGINEERS, P.C. WORK IS BASED: WOOD RESIDENTIAL ARCHITECTURAL DRAWINGS FLOOR LIVE LOAD: 40 PSF 1. ALL FRAMING LUMBER SHALL BE DRY(19% MAXIMUM MOISTURE CONTENT) BY: AR&T ARCHITECTS DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT 262 WASHINGTON STREET SNOW LOADS STRESSES: 2ND FLOOR GROUND SNOW LOAD, Pg=20 PSF BOSTON, MA 02108 FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps=20 PSF BENDING, REPETITIVE USE Fb = 1, 035 psi BENDING, SINGLE USE Fb = 900 PREPARED FOR: WIND LOADS TENSION PARALLEL TO GRAIN Ft = 575 WILMERDING PUMP HOUSE COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1, 350 FOLLY WIND EXPOSURE CATEGORY: D SHEAR PARALLEL TO GRAIN Fv = 180 FISHERS ISLAND, NY BASIC WIND SPEED= 120 MPH COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 MODULUS OF ELASTICITY E= 1,600,000 GENERAL 2. WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL PER MANUFACTURER'S RECOMMENDATIONS. RESIDENTIAL CODE PORTION OF THE 2016 RESIDENTIAL CODE OF NEW YORK STATE AND 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc, UNLESS NOTED OTHERWISE AT EDGES,4"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. OTHERWISE. 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS IN THE FIELD. 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR MULTIPLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS UNLESS OTHERWISE NOTED: NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. LAMINATED VENEER LUMBER(LVL) 4. THE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING MODULUS OF ELASTICITY, MIN. E = 2,000,000 psi AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY BENDING, SINGLE USE Fb = 2,600 FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO COMPRESSIONAL PARALLEL TO GRAIN Fc(Par)= 2,510 METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. HORIZONTAL SHEAR Fv = 285 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per)= 750 WIND AND OTHER LATERAL FORCES. PARALLEL TO GLUE LINE TENSION STRESS Ft= 1,555 FOUNDATIONS PARALLEL STRAND LUMBER(PSL) 1. THE NEW WOOD FRAMED SUPERSTRUCTURE IS TO BE SUPPORTED ON THE COLUMNS EXISTING MASONRY FOUNDATION WALLS. MODULUS OF ELASTICITY MIN E = 1,800,000 2. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL FLEXURAL STRESS Fb = 2,400 COMPRESSION PARALLELTO GRAIN Fc = 2,500 CONDITIONS AT FOOTING LOCATIONS. 3. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE T-0"BELOW 6. BUILT-UP LVL's TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. SEE TYPICAL DETAILS. EXISTING ADJACENT GRADE. 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE 4. AT INTERIOR SLAB ON GRADE AREAS,ALL SURFACE TOPSOIL DEBRIS AND STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. ANY OTHER UNSUITABLE MATERIALS TO BE REMOVED. EXISTING g. ALL EXPOSED FRAMING TO BE PRESSURE TREATED WOOD. GRANULAR MATERIAL MAYBE LEFT IN PLACE PROVIDED IT IS RECOMPACTED. ANY REMAINING FILL REQUIRED TO THE UNDERSIDE OF g. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, OR OTHER FINISH APPROVED BY ENGINEER. ` SLAB SHALL BE COMPACTED GRAVEL FILL, MIN 9-IN REQUIRED. 10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. REINFORCED CONCRETE . 1. ALL CAST IN PLACE CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE NORMAL WEIGHT,AIR ENTRAINED(5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOOTINGS/FOUNDATION WALLS 3,000 PSI NAILING SCHEDULE SLAB ON GRADE 4,500 PSI CONNECTION NAILING 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 JOIST TO SILL OR GIRDER,TOE NAIL 3-8d GRADE 60. BRIDGING TO JOIST,TOE NAIL EACH END 2-8d 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc 5. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL. ON THE PLACING DRAWINGS, SHOW THE NUMBER AND LOCATION OF ALL BAR TOP PLATE TO STUD, END NAIL 2-16d SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN STUD TO SOLE PLATE,TOE NAIL 4-8d POSITIONS INDICATED. DOUBLED STUDS, FACE NAIL 16d AT 24"oc 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc a INDICATED SHALL BE: TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d CONCRETE POURED AGAINST EARTH 3" CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc CONCRETE POURED IN FORMS, BUT ALONG EACH EDGE EXPOSED TO EARTH OR WEATHER: CEILING JOISTS TO PLATE,TOE NAIL 3-8d a. BARS#5 AND SMALLER 1-1/2" b. BARS LARGER THAN#5 2" CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d 3D VIEW CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d 7. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d RAFTER TO PLATE,TOE NAIL 3-8d BUILT-UP CORNER STUDS 16d AT 24"oc 2-2x FRAMING BUILT-UP GIRDER AND BEAMS(U.O.N.) 20d AT 32"oc AT TOP , PER PLAN AND BOTTOM AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE 1/2"DIA.ANCHOR MPSON LSC PLYWOOD: BOLT WITH ADJUSTABLE STRINGER 3"x3"x.229" HANGER R APA- ATED PLYWOOD PLATE WASHERS i � FLOOR SHEATHING U.N.O. 2 3/4"TONGUE AND GROOVE 8d CUT 2x FOR STEPS O° ROOF SHEATHING 5/8' 8d 2-2x6 WITH MAINTAIN 51/2"MIN STRINGER AS SHOWN SIMPSO � � t�' WALL SHEATHING- 8d / 5PP'G\�G TOP ERN LCB POST BASE STAIR TREADS &RISERS& HANDRAIL 2"MIN SIDE COVER i &GUARDRAIL PER ARCHT NOTES: SCHEDULE BASED UPON COMMON WIRE NAILS. LS50 LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. =p, �PCLIP SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. _ SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED - -- FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. - 12"DIA SONOTUBE FORMED - COMMON WIRE NAIL DIAMETERS CONCRETE PIER REINF. W/145 BAR VERTICAL 6d 0.113" POST INSTALLED +STD HOOK AT CENTERLINE - BOTTOM OF FTG 8d 0.131" HILTI ANCHORS INTO EXG MASONRY ' 3'-0"MIN BELOW 10d 0.148" 6„ 6" co ADJACENT GRADE 12d 0.148" 16d 0.162" TYPICAL ANCHOR BOLT DETAIL 20d 0.192" NOTES: o 1. PROVIDE MINIMUM 7"EMBEDMENT. - M 2. MAXIMUM PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 9/16". 3. MIN. 2 BOLTS PER PLATE. 6" 1'-0" 6" CLEAR COVER 4. ANCHOR BOLT TO BE INSTALLED WITHIN MIDDLE THIRD OF SILL PLATE. 345 BARS @16"oc Ir245 BARS [[�� (`' � 1! BOTTOM 2'4" CONT. CONC FTG .; OCT - 2 2023 FOUNDATION -ANCHOR BOLTS TYPICAL FRAMING DETAILS :2 TITLE DATE ISSUE DRAWN CHECKED •; ; 1358 BOSTON POST ROAD A, R & T WILMERDING PUMP HOUSE FOLLY GENERAL NOTES & TYPICAL DETAILS 11/06/2019 CONSTRUCTION PHASE JJS/RLB CCB/RLB u fj •% opo AYE ooK ARCHITECTS, INC. 07/31/2020 REVISIONS CONNECTICUT 06475 PHONE: 860 388 1224 262 WASHINGTON STREET,BOSTON,MA 02108 GNCBENGINEERS.COM S100 Consulting Engineers, P.C. Tel:617-451-5740 Fax:617-451-2309 Fishers Island, NY JOB NUMBER SCALE = W W W.ARTARCHITF.0 rS.COM :J 19205 As indicated 11 ITYP. X11/4 x 51/ I 11 I I I I I I I I 11 J I I I I I I I I I I 11 I I u I �5 8"PLYWOOD ROOF I 0SL POST I I I I I I I I I I I I I I SHEATHING (3)Il 3/4x91/?"I VL I I I I III - I - - I I I III Jill , I - � i , , 1111 III III III III III III , I , - II , , III III III III III III III , I r, EDGE OF 5/8" I , ! � PLYWOOD ROOF SHEATHING I I- - - — _>jI QJ-1 ` I I I I I I I I Jill �/ 2x6 WOOD STUD WALL T STUB WALL ON TOP OF _� M I I I I , , ti - - - -rr - - - LVL PERIMETER BEAM L ° I I 2x6 WOOD STUD WALL 00 - 2x6 16"oc I ( _ _ _ _ - ON TOP OF LVL — �, — _ _ - - _ -- -I- - PERIMETER BEAM - _ _ - - _ J� N / - - - I wN I I S2.1 \ N /�/� x6 STUB P ST ON -rr P 2x4@16"0 2_ __ - S2.1 I I RAFTERSI / \� 2x8 @ 16"oc xx I ABOVE I I I / \� RAFTER,TYP. zt -F_ _ - - _ -_ - i`Q I I 1 I I I `� - -_ 70 - - 31/2"x31/2"PSL -n _r-r_ =I-_ _ DIAGONAL BRACEFTJ _ - - I = = I CENTERED ON POST,TYP. - - I- I I III , I _ _ III _ 2Ae JOOD STU�WALL - III _ III_ _ I I I I- I 51/4"x5 1/4" III I I Ill (3)I /4x9 1/21"ILVL I I I I I I I 51/4 x 51/4 I I i III I I I I PSL POST PSL POST I 3 PER CORNER — �� II 1l II II II II II 11 II � — II II II II II II II II II I I I I I I I II I I I I I I i i 3 EAVE AND CEILING FRAMING PLANn ROOF FRAMING PLAN 1/2 — 1 -0 12'-3 1/2" 5 1/4 x 5 1/4 2x8 BLOCKING @ EDGE OF EXISTING P^ASONRY PSL POST 2 FT oc DECKING PER FOUNDATION/LOWER LEVEL ARCHT - PLYWOOD FLOOR Y.G OPENIP`G — EDGE F E - - - - - - _ _ _ _ _ - _ - - - - - O F 5/8" 2'-7" - - - p - I- TT - -n SHEATHING Go N - WALL_L - - - I- - - - - BELOW - - - -; T AL GN POSTS CONCRETE FLOOR SLAB ON CC NCENTRICALLY GRADE WALL WI H CONC PIER OUTLINE OF I REMOVE ANY TOPSOIL,AND ANY I I I� ( ( BELO'v^ti' I TYP 2x10 TAPERED @ I \ IODI I I x STAIRS ABOVE OTHER UNSUITABLE MATERIAL TO I IN ! _ - 16"oc N I EXPOSE NATURALLY DEPOSITED - - - - = - - - - INORGANIC SAND/GRAVEL I 2 1/4" I Iv� ;—1 -3 + — — — — — — — _ —� �' �vI I i I \WALL I I I � ' I 1 2x STRINGER � - - - o I RISERS/TREADS I I I I I I I (3)2x10 TAPERED- o HANDRAILS/GUARDRAILS N z - - - 1 `O I PER ARCHT w 1 I I I i pN- -I - (3)2x10 TAPERED S21 O s2.1 —I — — — N X I 2x STRINGER I I NII CANTL-I - {3)2x10 TAPERED - 00 _ - - CONFIRM STAIR W DIMENSIONS WITH ARCHT DWGS TO - I LOCATE PIERS I I I I (3)2x10 TAPERED • 2x STRINGER - - � - - - - - - - - - - -_ -_ —I_- I I 1 1/4"PER FOOT TAPER •t _ _ _ _ _ _ _ _ _ _ _ L - - - - 12 DIA. SONOTUBE FORMED CONCRETE WALKWAYI TAPERED END OF JOIST PIER ON FTG SEE TYP DETAILS I ( _ _71/4"MIN.,TYP.- I 2 FT x 6 FT x 1 FT D STAIR FRAMING 2 011 I I I I DN LEVEL I DN I I I x x CO C FTG SEE TYP. FRAMING I RISERS/TREADS I = _ = = _ = _ = = = -I = =REFER TO ARCHT DWGS DETAILS FOR STAIRS HANDRAILS/GUARDRAILS PER ARCHT i I N = _ _ _ _ - - _ _ _ - — - -FOR DIMENSIONS OUTLINE OF I I L 2'-7"- - J; --I -- -- j BUILDING ABOVE I i 1 -_ ZI - _ WALL - - - BELOV, F— I-,-- �— _ � - - - �.__ - - - - - = I - U _ -� - - -�� I . XN — — — — — — - - - - - - - - - - - - - - - - - —-� - - - - - - — � OCT - 2 2023 � 2x8 BLOCKING @ Southold iox,vn 2 FT oc B0,grd of T r1jsjres 16'-1" 'r4 1"IG LOVVER LEVEL PLAN MAIN LEVEL FRAMING PLAN 1/2 = 11-011 TITLE DATE ISSUE DRAWN CHECKED • A R & T WILMERDIN G PUMP H O USE FOLLY 11/06/2019 CONSTRllCTION PHASE S/RLB CCB/RLB •: : :• 1358 BOSTON POST ROAD MAIN, EAVE AND ROOF FRAMING 11 ••j POST OFFICE BOX 802 ARCHITECTS, INC. OLS SAYBROOK PLANS 07/31/2020 REVISIONS CONNECTICUT 06475S1 01 PHONE: 860 388 1224 262 WASHINGTON STREET,BOSTON,MA 02108 Consulting Engineers, P.C. GNCBENGINEERS.COM Tel: 617-451-5740 Fax:617-451-2309 Fishers Island NY WWW.ARTARCHITECI'S.COM JOB NUMBER SCALE 19205 t 1/2" = 1'-0" 1/2"DIA A307 BOLTS WASHERS REQUIRED. BOLT HOLES 9/16"DIA. MAX. MIN. END DISTANCE 6". m STRAP ACROSS RIDGE FROM HIP TO HIP C-4 _M- - _ - _ LSTA24-FASTEN Q DIRECTLY TO FRAMING LVUS 2'-0" n LSSJ ADJUSTABLE LIGHT CLG JOIST SLOPEABLE/SKEWABLE 2x6 @ 16"oc JACK HANGERS TO HIP,TYP. �,41- 6x6 MULTI MEMBER LVL CONNECTIONSTUB POST SIMPSON HURRICANE ��'� \e H2A ON TOP OF LVL 2x6 WOOD STUD WALL EACH RAFTER TO PERIMETER BEAM PERIMETER BEAM STRAP STUD WALL TO LVL AT 16"oc H8 TIE TOP OF WALL PLATE - - — - — - — - - - - — - - — - — - - - - —° - - - - - - - -ELEV. 108'-11" —� U_ L u _ -u_ u u -u_- u - Uj u � I - cV'�-°4,� ° � - HH6 HANGER (3) 1 3/4x9 1/2"LVLiHCP HIP CORNER PLATE HEADER TYP. °' � AT CORNERS,TYP. LVL BEAM TO CORNER POST FASTEN PLYWOOD TO LVL AND STUD WALL 8d COMMON WIRE NAILS FROM EACH SIDE INFILL LVL&STUD WALL (3) 1 3/4x9 1/2"LVL HH6 POST CAP NAIL INTO TOP&BOTTOM PLATES AT 16"oc BETWEEN POSTS AT CORNERS of AT INBOARD NAIL INTO LVL-2 ROWS PERIMETER BEAM U_ SEE MULTI-MEMBER POSTS LVL CONNECTION 2x6 STUD WALL ATOP PERIMETER BEAM+ 1/2" TYPICAL DETAIL PLYWOOD SHEAR WALL, BOTH SIDES, °x° ' ' - - - L - - _ FULL PERIMETER _ _ _ _ \ N _-io \\ // ��` ATTACH 2x10 HIP TO 9+, 6x6 STUB POST WITH 2'-7" SIMPSON LRU21OZ SLOPED RAFTER\\ CONNECTOR ADJUSTABLE POST 1 - - BASE ABA66Z S2.1 RISERS,TREADS FULL HT ANCHORED INTO 2x8 RAFTER \\ 2x8 RAFTER HANDRAILS&GUARDRAILS POSTS AT TOP OF WALL ATTACH 2x8 RAFTER � 2x8 HEADER PER ARCHT 4 CORNERS TYP TO HEADER WITH , \ 3-12d NAILS EACH SIDE SEE STAIR FRAMING SIMPSON LRU21 OZ / \ INTO HIP RIPPED 2x4 2x BLOCKING (3)2x8 TYP DETAILS SLOPED RAFTER_ �.Z�Q 2+ -OFFSET NAILS ON FLAT SLEEPERS BEYOND CONNECTOR- - - ��'.� w �o - -OPPOSITE SIDES OF ON TOP OF PLYWD 5/4 IPE DECKING i �" .o\ \ MEMBERS -�- - - - MAI - ---L °X° 3/4"T&G PLYWOOD FLOOR 100-0 NU U U SHEATHING (3)2x8 � U I 3' MIN. I (3)2x10 TAPERED JOISTS EXG MIN DEPTH OF JOIST 2x10 PT SILL PLATE I OrENING TO BE 7 1/4" REFER TO ARCH 17S DETAIL FOR PLATE OVERHANG HIP ROOF CENTER ATTACHMENT I `� 2 3/4" = 1'-0" j LL1 I o ee L i I I PRE-MOLDED C )NC SLAB FILLER SEE TYP DETAILS - - - - - - - - - - — — LOWER LEVEL -) -X—x—x x—x—x—x—x—x—x—x—x- x—x—x-E_x x—x—x_ �, i� J �' ,- ,� 10 -70 I I I i EXG B IC'K FOUNDATION MALLS V-3" 11" `- W F fo OCT — 2 2023 .>t)U i I 10 1 d T01P./n t Coard of Trustees r. n Section 1 1/211 = 1'-0" TITLE DATE ISSUE DRAWN CHECKED • A R & T WILMERDING PUMP HOUSE FOLLY 11/06/2019 CONSTRUCTION PHASE S/RLB CCB/RLB •:•:•:• 1358 BOSTON POST ROAD SECTION JJ [ji ••� POST OFFICE BOX 802 ARCHITECTS, INC. ,� OLD SAY[3ROOK 07/31/2020 REVISIONS l CONNECTICUT 06475 PHONE: 860 388 1224 262 WASHINGTON STREET,BOSTON,MA 02108 S2 ,01 Consulting Engineers, P.C. GNCBENGINEERS.COM Tel:617-451-5740 Fax:617-451-2309 Fishers Island NY WWW.ARTARCHTTECrS.COM JOB NUMBER SCALE 19205 As indicated U \ PROPERTY LINE LEGEND \ SILT FENCE ABUTTERS LINE -- • 00 - EDGE OF PAVEMENT i � WOVEN WIRE FENCE (MIN. 14 � � � � 1= / EDGE OF GRAVEL -------- -------- \ ::E p GAUGE W/ MAX. 6" MESH T••I �O (D cli COo a EXISTING CONTOUR ___ 25 --- r N SPACING) � y+ c es F- U ) s RETAINING WALL i \ rn Y U `- CID FENCE X X X BOTTOM TDI�1L N�ANDS \\ Z m fpr MAX. CENTER TO CE 36" MIN. LENGTH W °' 0) 0' TREE LINE EXISTING �I NTER FENCE POSTS N i a a : NOW OR FORMERLY N/F RESIDENCE I I DRIVEN MIN. 16" � u, E UTILITY POLE -f- \ n o I INTO GROUND Q W U BOUNDARY POINT O m �I Q ca `° m DRILL HOLE DH O IRON MONUMENT e V 0 > MERESTONE II I O '� a, �? cli \ WATER VALVE -s:0 I HEIGHT (n E \ j APLE TER 11 48" \ ROCK \\\\\/\\ \ \ /\\ \\ \ \ II OF 161L MIN. Q i w 00 N/F \/\/\//\//\//\/// I SITE CO CO 00 DAVID R. WILMERDING, JR. ( /\ \/\\\\\\\/i\ Wcf) �' v) SINGLE FAMILY RESIDENCE ;� �\ SPAR `� �o� \ 6" MIN. MUNICI PLE WATER- '\ ALTERNIFLORA F / a \\ J DEED PERSPECTIVE ON SITE SEPTIC J VIEW LINE �� •� \ \ �I WOVEN WIRE FENCE (MIN. 14 �I I'6'x4' Nr, 1/2 GAUGE W/ MAX. 6" MESH w EDGE OF LAWN, I ROCK t LMTS OF ROCKY SHORE, SPACING) WITH FILTER CLOTH Z TOP OF BANK \ ! d: BOTTOM OF BANK AND AND NYSDEC ' �\ b+o gj TIDAL 36" MIN. FENCE POST o RI,gN 03 E JURISDICTIONALDNUNE 7� ` \ W83' VEGETATED �� LIMITS OF 220.62 I SLOPE \ ��� ROCKY SHORE UNDISTURBED N \ J FLOW I GROUND I �� LOCATION MAP SCALE 1 "=400' I 7� APPARENT LOW COMPACTED SOIL \ ? z I ti �i WATER UNE(ALwL) \�/� a \ p�V,=O EMBED FILTER CLOTH \\�\\����\�j . o MAP REFERENCES ' \ \ A MIN. OF 6" IN GROUND N 1862.60 1 ��,\ �, SPARTINA 4" 1.) "SUBDIVISION PLAN MADE FOR WILMERDING PROPERTY FISHERS W 5244.97 \/ ALTERNIFLORA ISLAND NEW YORK" SCALE: 1"=100' NOVEMBER 5, 1985 REVISED MEAN gyp+ SECTION VIEW THROUGH AUG. 25, 1987 BY CHANDLER, PALMER & KING. CME FILE � #J2932. L=73.74 WATER UNE(MHV0 o R=144.86' �- El".-2.76 ( BENCHMARK-TOP MON CONSTRUCTION SPECIFICATIONS 2. COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD A=29'09'56" \ I ELEVATION = 24.24 \%\ � \� � � ° SUFFOLK COUNTY, NEW YORK PHOTO No. 41-1185-83 SHEET 49-FI CHORD=NO719'58"W 72.95' J 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OF 49 DATED: 8/2%8 SCALE: 1"=200'±. 1 \ \ \ I ERESTON OR HARDWOOD 4'� 15S1NG OUND) K EX 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH 1 \ IIf 8' QOCK TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE J ° WOVEN WIRE, 6" MAXIMUM MESH OPENING. OCK I o NOTES o 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY 24! APPARENT HIGH SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE l SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED \ I imtPLE r r l: 4.0 UNE(AHWL) INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE CK lJJ ROEQUIVALENT. PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR L=39.74' I ) /� / I ( 0 ) o HAY 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EXCEEDS THE SCOPE OF THE ENGAGEMENT. A=25'47'47" STOCKPILE AREA I l HARBOR EQUIVALENT. (-, J ) 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY W CHORD=S00'38'53"E 39.41' / / 1 ROCK o 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED (n / \ III I I j REMOVED WHEN BULGES DEVELOP IN THE SILT FENCE. LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 20" / N � / � � � I / / I r� I I 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND O t; TREE I � � LIMITS OF ROCKY SHORE 1 I !,'r AND BOTTOM OF BANK SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL w J TOP OF BANK I I I I .►�� �� ARE THE PRODUCT OF THE LAND SURVEYOR. �► N. / / /JURISDICTIONAL NYSDEC I I 3'� '_ Z 0 iT P i / JURISDICTIONAL UNE I I " ROCK �^ TR ` ` 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND �- > 3r 0 A � I I I I\%i SPARTINA GEODETIC SURVEY TRIANGULATION STATION "PROS". O Q w 'p ALTERNIFLORA z L'' Z Z 0- 5.)1 28" 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX g o Q (� TWIN I MAP 1000, SECTION 09, BLOCK 9, LOT 3.1. n' W �-- � Z ,-'30"MTWIN APLE( TREE Lil Q W / 1 6. TOTAL AREA = 3.12f ACRES. �_ Ld (n �py y / / ROCKY SHORE ) (n W _ / PROPOSED -- \ �'F (/ / ir, 7.) BASE FOR LEVELS - MLLW (NGVD 1929 TIDAL 2 STA 11 26 - O- z L 11 ADDITION ON �6, 11.62' ABOVE MLLW) PUBLISHED 05/29/2009 30" � TREE AREA=895fsf. •p \ / s\ O� PROPOSED '`\ 6� �„ I 1 � \ioo 0)100 GET E WOOD STEPS '2 I I AT D /\ \� <" � I W LIMITS OF PROPOSED �'� ® \ OPE \ TFp29p�\ ROCKY SHORE c HOODS COASTAL EROSION HAZARD LINE \ \ \ X09 L 30",1 ��� PER MAP REFERENCE No.Z L=137.56' / ��\ I ' \ 4ROO CK A-172227" EXISTING - � J = 4�, RESIDENCE `� - '�� 1Tt2N�N \\� ` 1 Ro �'3v �� �,5'm CHORD NOT21'33"W 137.29' TREE f`OUNDAl10N 1 !S ^ RocK ROCK TR FF ELEV. ,%� F3 o - \ 27.5 � Mc PR � % . ? �� PQ?10 D/ �`/ PENT TREE I � • CONCRETE WASH OUT ` SPARTINA RP ° m ALTERNIFLORA CIO CIO ° ° ° o ° ° e ° ° ° ° ° o ° o ° ° ° ° ° ° ° AREA (SEE DETAIL) II PR QPNE�� Q2 �25Ic � ///� �.�_26--"� / TRAIL - - OGS e o M Z p_!� Z a APPROX. LOCATION o ° OF WATER SERVICE f��.% ��\sIvAG \� / �'► % p �10Op F G PRS\N ) l •`( w N L=77.52 / O��i / N I`\ '� 5 _ - e _ R=86.46 ; rn �� �'� _ ,-� ° MAX4' ° > A-51'22'12" /f / �\�'' �� ( ° 4' w ° PROVIDE TEMPORARY CHORD=S26'51'260E 74.95' / ( l _ �/ o o UJ CONSTRUCTION ENTRANCE /PJ����� \ ° a 29,\ e ° PLAN 71 z 01 V MIN. PRdVDE STRAIN BALES BACKED Q m � 9sQ % O ENK � 31 Q3. ( 0SHEILAKENNEDY LNE PIT VM 10 MIL r- PLASTIC SINGLE FAMILY ��o- G''f'Ep iNro aRKWEYAoE I--4'� m o 04 I I o FS �MERESTONE RESIDENCE �4 � I�U1� SECTION O 0 w (FOUND) MUNICIPAL WATER /� ` f�1 '--'� z z 3 w o ON SITE SEPTIC FATE 6 CONCRETE WASHOUT PIT -` L, o o Q w c� w p 1, Eo w o = o ryry� IA -� � \ ` FAnp NOT TO SCALE I � Ir' IL m 0 Q U U E Ci 171`10 NOTES: r' - , 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL I CONSTRUCTION ENTRANCE PUMPS R CTI , LARGER SIZED ACCORDINGLY CTSOR P OXCTSGALLONREQUIROCTING DATE: 03 20 2017 �.. - I �� NOT TO SCALE 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). NOTES: _ SCALE: 1 " = 30' 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM f:lI_, •-I MON. PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES ..C',.It io!'i Tov,,n 1. REMOVE TOPSOIL AN ORGANICS PRIOR TO PLACEMENT OF CRUSHED STONE. 75%OF ITS CAPACITY. Eot=,E'r1 :1f CL ISti C s PROJECT: #2017804 ®(FOUND) 2. ENTRANCE SHALL BE 12' WIDE MINIMUM. `-"`�" (-'cs QUALITY CONTROL CERTIFICATION \ 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT GROUP REVIEWED DATE 3. SUB-BASE OF FREE DRAINING BACKFILL MAY BE USED IN LIEU OF OF WASH WATER. GEOTEXTILE FILTER FABRIC. PROJECT MANAGER \ 4. MAINTAIN BY TOP DRESSING WITH ADDITIONAL STONE AND REPAIRING RUTS SURVEY AS REQUIRED. ADDITIONAL LENGTH MAY BE REQUIRED IF SEDIMENT IS 30 15 0 30 SHEET ENVIRONMENTAL TRACKED ONTO PAVED AREAS. ANY SEDIMENT SPILLED, DROPPED OR iiiia CML GRAPHIC SCALE 1'N FEET TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY. 1 OF 1 STRUCTURAL ARCHITECTURAL A, R&T Architects, Inc. 33 Union Street,4" Floor Boston NIA 02108 (617) 451-5740 28 September 2023 Elizabeth Cantrell KR_ t E Board of Trustees Town Hall 54375 Main Rd. , P.O. Box 1179 OCT Southold NY 11971 Re: Wilmerding gazebo, Fishers Island Southold Town oard of Trustees Dear Ms . Cantrell: This letter accompanies a submission to reapply for Trustees approval of a gazebo for Alexander Wilmerding at 4997 Equestrian Ave. , Fishers Island. The gazebo received Trustees approval 14 August 2019 . Construction was substantially complete in the summer of 2021 . The masonry foundation and lower level were pre-existing. The superstructure of the gazebo is new. As built it incorporates four minor changes from the version that was approved: 1) Removable screens between the posts were added. 2) The post spacing is slightly shifted, better to accommodate screening. 3) The cantilevered section of deck on the east side was omitted. (This would have been impossible to screen. ) a) The deck, including the overhang beyond the lower level walls and foundation is 14' 9" square. b) The earlier plan showed the deck to be 4' -6" square with a 3' -0" x 5' -4" cantilevered area (16 sq. ft. ) . c) The total square footage of the deck was reduced from 226 to 218 sq. ft . d) The pre-existing foundation and lower level walls, which are what meets the ground, are unchanged, from 12' -1' x 12' -31-�", or 249 sq. ft . 4) Steps were substituted for what had been shown as a ramp. a) Overall dimensions of the steps are 4' -6" wide x 9' -0" long from the edge of the gazebo deck. b) The length of the ramp in the original plans was the same, though the width was shown at 3' -0", which, since that was to include railings on both sides, was too snug. 'a We' re -grateful for your consideration in this matter. Sincerely, Jacob Albert A, R & T Architects, Inc. Enclosures : Authorization forms (4 pages) Updated architectural & structural drawings (2 copies) CME site plan Photographs taken 27 Sept . 2023 Application fee $200 + $200 D EC E E OCT - 2 2023 Southold Town Board of Trustees I Board of Trustees Application AFFIDAVIT BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF : TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED.BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Aa 0 Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS DAY OF �� �r ,20� Notary Public '�.. JASON WDRENA Qualified in Suffolk County �`;��� •��tt`,,i Notary Public-State of New York ...... • , No.01DR6350454 ° •c`.�' � My Commission Expires November 07,202$ a \' ••N o T A°fi f ••� de+ ' , •CCU V APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM 11c;Tom of Southold's Code of Ethics Vohibits conflicts of interest on the part of town officers and employees.7'he narpose of this form is to provide inforination which can alert tho town ofpossible conflicts of interest and allow it to take-whatever action is necessary to avoid same. �! YOURNAME: A WY—AN(> � W l L4'tl;RSL"1N?? (Last name,hist name,Aaiddle initial,unless you are appiyingin 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 Bug Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,name the activity.) Do you personally(or through your company,spouse,suiting,parent,or child)have a relationship:with any officer or employee of the Town of Southold?"Relationship"includes by blood,rgarriagc,or business interest"Business interwrl means a business, including a partnership,in which lite town officcror employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5°!0/Of to shares. YES NO ••• I f ydu answered"YES",complete the balance of this form and date and sign where indicated Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/rept+esentaffve)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space progided. The town officer or employee or his or her spouse,sibling,parent;or child is(check all that apply): A)the owner of greater than 5%°of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(wheh the applicant is not a corporation); C)an officer,director,partne,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this V 'day of SGS i1--VjK1'(,20 2'S Signature U;1 Print Name 4 l l: &9 9-`1Z [^A L-M c�22.01 fdk Form 1'S 1 y Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) 1/We, AI.L Ari9C WILMc�:K9�/ owners of the property identified as SCTM#1000- - �� in the town of LAS I S n1 New York,hereby authorizes J�GO to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS �7 t� DAY OF n 44=�n Notary Public jASON b'.DRENA Oua ivied in SOO',County P!etaryNow York ` , ��,� /401,0 No,01DR6350454 i y Commissior,.Er,ires November 07,202$ ��O` ; NaTARr •� vee N lob 'a r'��titl fell,, APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM tet n oSouthold•s Code GirEiltic�rohibits___confllCtS'Of inLCCCSt Ott the j7arl L1 1f)tyi]Otricers and emploYcct.The purpoSC Of T f- -. . ' this foim is;ta nt utdc iriftirinittiori which c to aleti the town of t>atisittic conflicts of intcin-t and allow'it to take what<sver action is ttcc ssa to avoid same. YOUR NAME:J ! �1� . `art (Last name,ftist name,ipiddle initial,unless you are applying itt the pante of someone else or other entity,such as a company.If so,indicate.the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) ; Building Tax grievance Trustee ✓ Variance Change of Zone Coastal Erosion Approval of platMooring Exemption from plat or official map - Planning Other (If"Other",name the activity.) Uo:you-personally(or through your..company,spouse,sibling;parent;or child)have'a.relationship with any officer of employee of the.:Tgwn'c+f Southold? "Relationship"includes by blood,.ittarrittgc;or business interest "f3usincss intense!me alts a business, itictitiling a parinershxp,,in•which the town officer or employee has even a partial ownership of(or employment by)a cotpartttiou in which the town offi0dr or employee owns more than 5%of ttte shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check th&approb,nate line A)through.D)atidkc describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(chock all•that apply): A}:ho owner ofgrgater than 5%of the shares of the corporate stock of the applicant .(when the applicant is a corporation); B)the legal'orbeneficial owner.of any interest in a non-corporate entity(when the applicant is not a+corpoi-ation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submftted this lay of AZ Form TS 1 r Print Na � b Michael J. Domino, PresidentyopS�fFO(,l�oG Town Hall Annex John M. Bredemeyer, III, Vice-President d=� y1 a 54375 Route 25 Glenn Goldsmith N N ,? P.O. Box 1179 A Nicholas Krupski y • o ,�' Southold, NY 11971 Greg Williams �aifr Telephone (631) 765-1892 ` Fax (631) 765-6641 SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTkVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction % constructed X When project complete, call for compliance inspection; 1 TERMS AND CONDITIONS The Permittee Alexander Wilmerding?, residing at 4997 Equestrian Avenue,Fishers Island, New York, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. r Michael J.Domino,President QF SOUrTown Hall Annex Q 54375 Route 25 John M.Bredemeyer III,Vice-President P.O.Box 1179 Glenn Goldsmith 41 Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams �� �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#9520C Applicant/Agent: J.M.O. Environmental Consulting Permittee: Alexander Wilmerding SCTM#: 1000-9-9-3.1 Project Location: 4997 Equestrian Avenue, Fishers Island Date of Resolution/Issuance: August 14, 2019 Date of Expiration:, August 14, 2021 ` Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: Construct a 226sq.ft. roofed over deck/gazebo area with.a t27sq.ft. access ramp and railings on top of existing 12.1'x12.3' (148.83sq.ft.) brick foundation "pump house"; on the"pump house" restore or replace stucco on walls where necessary, and replace existing windows; and as depicted on the site plan prepared by CME Associates Engineering, Land Surveying &Architecture, LLC dated May 23, 2019, and stamped approved on August 14, 2019. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: None. 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: ` Michael J. Domi6b, President Board of Trustees Michael J.Domino, President so�Ty N Town Hall Annex John M.Bredemeyer III,Vice-President ,`O� Ol0 P.O. Route 25 P.O.Box 1179 Glenn Goldsmith l l�t Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams �Q Fax(631) 765-6641 OOUNT`l� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 14, 2019 Glenn E. Just J.M.O. Environmental Consulting Services 26 Topping Drive Riverhead, NY 11901 RE: ALEXANDER WILMERDING 4997 EQUESTRIAN AVENUE, FISHERS ISLAND SCTM# 1000-9-9-3.1 Dear Mr. Just: The Board of Town Trustees took the following action during its Regular meeting held on Wednesday, August 14, 2019 regarding the above matter: r WHEREAS, J.M.O. Environmental Consulting Services, on behalf of ALEXANDER WILMERDING applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated June 6, 2019, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on August 14, 2019, at which time all interested persons were given an opportunity to be heard, and, 2 WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of ALEXANDER WILMERDING to construct a 226sq.ft. roofed over deck/gazebo area with a ±27sq.ft. access ramp and railings on top of existing 12.1'x12.3' (148.83sq.ft.) brick foundation "pump house"; on the "pump house" restore or replace stucco on walls where necessary, and replace existing windows; and as depicted on the site plan prepared by CME Associates Engineering, Land Surveying &Architecture, LLC dated May 23, 2019, and stamped approved on August 14, 2019. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Michael J. Dom6o, Vice-President, Board of Trustees MJD/dd U LEGEND \\ -J PROPERTY LINE \ _� J ABUTTERS LINEi-- \ Co EDGE OF PAVEMENT ' / EDGE OF GRAVEL ------------------- TREE LINEC) I- NOW OR FORMERLY N/F eo7roM BANK AND \ \ •_ : U o c BOUNDARY POINT O TIDAL WETLIWDS \ W EXISTING m MERESTONE ® Ca(n y_ � RESIDENCE LLI Q cz 0 a wCZ 3 CC SITEU o U 0 '� ` as N �(n 0 Q) , m as N .-. DL L W Go N F ; W Mo CO DAVID R. WILMERDING, JR. 1 T U) SINGLE FAMILY RESIDENCE a \ MUNICIPLE WATER- \ ON SITE SEPTIC 41 DEE J bt LINE6• \ '1 EDGE OF LAWN, OMITS OF ROCKY SHARE. TOP OF BANK \ BOTTOM OF BANK AND + \ AND Q+ Cb l \ JURISDICTIONAL AL LINE LINE ��- � O, TIDAL WETLANDS Alj\ LIMITS OF III03"E �� ROCKY SHORE ® 'i 220.62 LOCATION MAP SCALE 1 "=400' APPARENT LOW WATER uNE(ALwL) ELEv-o REFERENCES � \ N 1862. 60 \ 1 � � \, 1.) SUBDIVISION PLAN MADE FOR WILMERDING PROPERTY FISHERS W 5244.97 '� \, ISLAND NEW YORK SCALE: 1»-100 NOVEMBER 5, 1985 REVISED THR')UGH AUG. 25, 1987 BY CHANDLER, PALMER & KING. CME FILE SEPTIC SYSTEM LOCATION DATA '- MEAN HIGH #J2A32. L=73.74 DISTANCE DISTANCE DISTANCE \ \ i2 6E(MHW) ° M1; R=144.86 FROM FROM FROM `/i A=29'09'56" POINT # LOCATION LOCATION LOCATION BENCHMARK-TOP MON �' ,� \, 2.) COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD a a%� ' " r " " . " ELEVATION = 24.24 1 \ SUFFOLK COUNTY, NEW YORK PHOTO No. 41-1185-83 SHEET 49'-FI CHORD=NO2.19 58"W 72.95 A B C DESCRIPTION � - ' �`��� �C'%��,. NO HOUSE HOUSE HOUSE i / OF •49 DATED: 8-29-88 SCALE: 1"=200'±. CORNER CORNER CORNER 1 1 15.6' 24.6' TANK INLET COVER MEKE5TONE �X\ST\NG d 2 23.8' 20.6' TANK OUTLET COVER (FOUND) % 3 34.2' 14.5' PUMP CHAMBER SINGLE FAMILY 4 20.6' 16.7' CLEAN-OUT 1I o°cK , RESIDENCE 5 66.7' 80.8' D-Box ` 1 ° huh, MUNICIPAL WATER 6 58.6' 80.6' LEACHING POOL ON SITE SEPTIC 7 73.5' 98.0' LEACHING POOL APPARENT1.) -(HIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE 8 78.0' 95.5' LEACHING POOL WATER LIHI , INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE ' ! HAY PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR L-39.74 �" N R=88 2T 1 I EXCI-EDS THE SCOPE OF THE ENGAGEMENT. a=254747" " 1 �` HARBOR 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY Ld CHORD=S00'38 53 E 39.41 I 1 0 �OOD PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED (n N ��D ZEE ION f fir? LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. W 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND O Q > TOP OF BANK AND NYSQEC r, LIMITS OF ROCKY SHORE SUR'VEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL Y •�/ W AND TTOF BANK �.` W BOOM w ns1 JURISDICTIONAL LINE /I r t ARE THE PRODUCT OF THE LAND SURVEYOR. Z O 4.) ."OORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND � �- > � Z GEODETIC SURVEY TRIANGULATION STATION "PROS". O Q W 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TALC a d MAP 1000, SECTION 09, BLOCK 9, LOT 3.1. z (n ROCKY SHORE 6.) TOTAL AREA = 3.12t ACRES. - w (D � 10 CY - is 7.) BASE FOR LEVELS - MLLW (NGVD 1929 TIDAL 2 STA II 26 - z w W �. RECENT;:;:.:.° L=137.56 156.8 ADDITION:.:.;. \ \\, 11.62' ABOVE MLLW) PUBLISHED 05/29/2009 _ R=636.94 N �' Q O J O 20 A 00 CAL � _ r A=12'22'27" SEPTIC TANK \ '\ �� IA W LL_ CHORD=NO7*21'33"W 137.29' EXPANSION AREA 'A" �\ Q \� 7\ LIMITS OF 2 1 F� \ \ ROCKY SHORE cc O COASTAL EROSION HAZARD LINE TEST HOLE DATA C PUMP 3 4 CO PER MAP REFERENCE No.2 BY: R. STROUSE. P.E.L.S. 08-10-17 -J STATION \y0�. �\ TP c \i 1 .� ... EX 71- �` "g`' ;.:;:--.; ..:...: � OLD �\!\ 0"-9" TOPSOIL ISTING 1 STORY -�A OUNDATION 9"-30" SANDY SUBSOIL \ \ RESTTJENCE'::; ... ,, iSTrNc P�ti� ,v " " LEACHING I ATH �y s 30 -157 POORLY GRADED SANDS W/TRACE FINES & BOULDERS- SP 6 i 6 ti > 1 1• POOLS 3 \ �/ FF .ELEV. `; NO WATER OBSERVED ` EXPECTED GROUND WATER AT ELEV. 5f 8 I \ 27• NEW COVERED SITTING DECK PROPOSED ON 12.1 X 12.3 pP _ \, \ � BRICK FOUNDATION F 5 (SEE ARCHITECTURAL PLANS) Unified Soils Classification (USC) System (from ASTM D-2487) NO CLEARING OR GROUND Major Division: Coarse-Grained Soils, Poorly Graded Sands r DISTURBANCE PROPOSED Group Symbol: SP C° NRCS, USDA Soil Classification: Riverhead, Very Stony Sandy Loam *TP #1 �- \3 Yr GAG`( N o UJ e L=77.52' - S65 / R=86.46' °% ,-- -- --- APPROVED BY > A=51'22'12" rE 74.95. ,� w CHORD-S26.5126 , / „'BOARD. OF t2USTEES APPROX. LocArloN TOWN OF SOUTHOLD � OF WATER SERVICE SINGLE FAMILY DATE AQ"sT- /e , 2olq RESIDENCE o MUNICIPAL WATER - Z ON SITE SEPTIC �' ` �`s?• �' U m w ?� ISI fr 4 00 cfl f 00 SHEILA KENNEDY co SINGLE FAMILY _ _ m I T I s° �MERE5TONE RESIDENCE - _^ -c1 �p v� (FOUND) it �_ 4t €il O 0 0 0 ,,t MUNICIPAL WATER t r--- �- -- 1 I w �� ,a? ON SITE SEPTIC 0�T 0 (n Q w C) w V ti JUN C 2019 0 w = 0 (-'v 4 CL m 0 0 0 v L, DATE: 05/23/2019 SCALE: 1 " = 30' MON. QUALITY CONTROL CERTIFICATION ®(FOUND) PROJECT: #2017804 GROUP REVIEWED DATE \ PROJECT MANAGER 30 15 0 30 SURVEY ENVIRONMENTAL GRAPHIC SCALE IN FEET SHEET CIVIL STRUCTURAL ARCHITECTURAL ---------- in i 44. 12 —�^ 5 <• �x.c..cls,. .4 EC 11 �Wttt1 ���, �C'�,••�•O'•••APC�r�� ••G Albert Righter•Tittmann JUN 1 7 2019 i wtL-M6 �-b14 - .' AZT S Wt►- M �>�, t �5 � ARCHITECTS FuMF 1-iousF✓ VU5 262 Washington Street UMP !+ ii $oliiii ;v .rl- S. �t.>;VA T 1 d h! .e m ors1'� n, = 3�CiT (o t4 _ �-.-, `I' ` U ` j `� ee,�Y �, Bosto NfA0-9109 - t�,t — 4i p9J,lr e° ®SSeoee �' 617-451-5740 l� !1, t I — l -,vwwARTarCWtectS.Com- _i I fp .st- r-vC-+-v�re. -- - h _ "i0f, or srp-u&TuP-E 14'- 6" - ----- _ - A1 _ - - ._ ,_ _. --�--a�,-�a r' �e.�„� . - � _- - - .' - - _ - � - . • " Albert Rig Al hEer-Titunaajltl AR F `� cf/jr � ARCHITECTS JO 7 2019 262 WW i QL M�H.�o-D1 1 3NELL zasnonte eA Boston,IA 0218 ,6 t4�.� ° �JN � ( , FO 0 out617-451-5740 I hald Town , ti�4 t,_ I r_o �� �' VA 8f ofTpirtrn$. r- wwwARTarchitects.com - t4 'I Q�P dG1 • 'r THE Cbpl• e - - +ttott► ' gau�it.B JOI�a7°+ P>OLj PA614 r i 1 JOISTS I .. i - t ' a ' � , IEE DD '1 JUN 6 2019 • SOJthOlrt Town • Boar of Trustees • FP��ntN� p ��tJ - i 1 44 I . _ ___� 1 i � • �-- L I N E GT N ----_� _ rr LJUN 6 2019 l Sot d?nt,•n Board of Tri,,-!.e W M'E1+- W 1 L Mf-P I N !v PUMP }+Oust✓ PLLMt Rougf: IA �u !gT t Nta �ouNof•-[rotJ � p V�� 2s T f- I(lp !2 \ 1t i a _ • � t " �) � ►� , -�, rte- �--,� _ � 1�--L-' to i' I z I 11 Li JUN 6 2 19 Southold Town BoarA of Trustees WI"l-Y1��-V�N(v hl1LNi�'--17114LO PUMP Rous& p u M p 0 s e-t,X-VA. T n r! 2 p ia- -i (c - NZ, f - I vi"" G'PK pt.YhipI pi-OWN(s l 2 10 P-Pof� TIF- fit IE(u juvvt4D Nouwj NCS YVI — I C F6PAP- Mou LP t NtP ��• G EDP Iz' ��9 GI A .-�•--- I - - � 5��K G EDS}z �ia�l A i I ' 2x p i N e GO N'I"I ISI a&)Lt t - � --��- i ----_—_.— �r�i, gT�APg Gv Eau•( Pos'f 6$DaP- NtOtliv..DING•__._—__--------•----•---�� Ex r r N D'5 UF rO jf V-1--Qfl2- -- JUN 6 2019 ' Brtard of Trustees (A K CO '• , r WILM ILptt-ia r _ 44— I e 1 1 , 1 Sreu. srf`Af rYre E e if pogT' ! 1 ( 5/4� '9 Pl f` Pl�� J`1 Ly - i fx el WAS r. ��Sr to TA.PV-p-r-D EE4(t- —7-,.* • GE•D�r- Gp-aWN= �� r - ------ - ; i ► V E JUN 6 2019 1 cEDh(z- DENTiL 61 LL , TA-r EC'Ev QeX p N F-Lvo(a- I Snt+thnic}inr�n Irristees WTO rpf4 GEDA�- Mbui.G/NC' ( Yl." GDK rL.TNP ��m�wiKv� ��hGE� Wt LM PL DI N(� I�AIg'CINb Of lGl- I"a1°4 Wp14L pJJMP Hour, Michael J. Domino, President ��° , KIN Town Hall Annex John M. Bredemeyer, III, Vice-President o ,a .� 54375 Route 25 y Glenn Goldsmith P.O. Box 1179 �;a `�® �-<` � A Nicholas Krupski ��j �o� ;�' Southold, NY 11971 Greg Williams � s�``r Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES pq,Iq TOWN OF SOUTHOLD TO: ALEXANDER WILMERDING c/o J.M.O. ENVIRONMENTAL Please be advised that your application dated June 6, 2019 has been reviewed by this Board at the regular meeting of August 14, 2019 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) '/2 Constructed ($50.00) xx Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. , Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES. TOTAL FEES DUE: $ 50.00 g;�3•l� BY: Michael J. Domino, President � Board of Trustees 'C�� Michael J. Domino, Pi; nt Q�o$ ' Town Hall Annex John M. Bredemeyer III, Vicc7-rr'esident 'y�,q 54375 Route 25 Glenn Goldsmith CMP.O.Box 1179 ZZ A.Nicholas Krupski Southold,NY 1'1971 Greg Williams Ax-x Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: , 4 �22'1-` Completed in field by: ZCzoz J.M.O. Environmental Consulting on behalf of ALEXANDER WILMERDING requests a Wetland Permit and a Coastal Erosion Permit to construct a 226sq.ft. roofed over deck/gazebo area with a ±27sq.ft. access ramp and railings on top of existing 12.1'x12.3' (148.83sq.ft.) brick foundation "pump house"; on the "pump house" restore or replace stucco on walls where necessary, and replace existing windows. Located: 4997 Equestrian Avenue, Fishers Island. SCTM# 1000-9-9-3.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card P sted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: de-a�4` I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J redemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other LIMITS OF ROCKY SHORE - COASTAL EROSION HAZARD UNE r PER MAP REFERENCE No,2 O / c PgTk �6Jy n t9: a / NEW COVERED SITTING DE �! PROPOSED ON 12.1' X 92.3'RICK (SEE ARCHBTECTUPRALNPLANS NO CLEARING OR GROUNR DISTURBANCE PROPOSE® cp ^ of 330 �•� �•�. , "KnON =R\4cE N/F SHEILA KENNEDY yaF SINGLE FAMILY RESIDENCE - MUNICIPAL WATER r. ON SITE SEPTIC 0 Wilmerding 4997 EquestrianAvenue, Fishers Island May i 2019 G:r V ♦a�h�1 ♦���" i.s'���.{�..� '``;`�V����� �"t- f���' �"� ��.. 114 Vii" �.. =�a• A,� -'�• ' F� ,`. -7' ��� \ _ \� -• L` ..yam.. a- ( l Alt, / _('�'✓1.�ir{'1 � \� �• C.r� A l �. 3 , C4r A mail IL " r.' r :r � R.'.'s � 'I ;,' moi.-+` L �:• ��, -'\ f 1 � _ Wilmerding 4997 Equestrian '{ -- � �' •�. � f f �. � �?'�.� "�'�'.lam rr ,�,.. r TRUSTEES g11ff0(�c SUPERVISOR John M. Bredemeyer, III, President �y0 �Gy SCOTT L.HARRIS Albert J. Krupski, Jr., Vice President y m Henry P. Smith z Town Hall John B. Ththill O 53095 Main Road William G. Albertson 'j'�Ol PO-Box 1179 'llephone (516) 765-1892 Southold, New York 11971 Fax (516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 25, 1993 James Volney Righter Arch. 58 Winter St. Boston, MA. 02108 RE: Harold Wilmerding SCTN! #1000-9-9-3.1 Dear Mr. Righter: The following action was taken by the Southold Town Board of Trustees on Thursday, June 24, 1993: RESOLVED that the Southold Town Board of Trustees grants a waiver to construct a covered roof deck on top of existing small pump house as per plan. If you have any questions, please do not hesitate to contact this office. V ry truly yours, John M. Bredemeyer, III Presedent, Board of Trustees JMB:jmd CC: Bldg. Dept. i New York State Department of Environmental Conservation, Buildin��4Q 6 SSU Y1Stprook, New York 11790-2356 Thomas C.Jorling. Harold Wilmerding Commissioner 58 Roxiticus Road Date: June 15, 1993 Mendham, NJ 07945 Re: 1-4738-00822/00001-0 Private Road , Hay Harbor Fishers Island " SCTM 1000-9-9-3.1 Dear Mr Wilmerding, r Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: your proposal to construct a roof top deck on top of an existing pump house in accordance with plans by Richard H Strouse of Chandler, Palmer & King Dated April 8, 1993, is not within NYSDEC Tidal- Wetlands Jurisdiction because the structure is located above the 10 foot contour on a natural, gradual slope . Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project•. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your- project our- project (i.e. a 15' to 2.0 f wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does- not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, chert A Gr eee send to James V Righter Arch. Mqnty Regional Permit Administrator cc: , C,printed on recycled caper )l OFFICE LOCATION: ®��®f s® MAILING ADDRESS: Town Hall Annex '` ® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) cas Southold, NY 11971 �� Telephone: 631 765-1938 ® Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board-of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 12, 2019 Re: LWRP Coastal Consistency Review for ALEXANDER WILMERDING SCTM# 1000-9-9-3.1 J.M.O. Environmental Consulting on behalf of ALEXANDER WILMERDING requests a Wetland Permit and a Coastal Erosion Permit to construct a 226sq.ft. roofed over deck/gazebo area with a ±27sq.ft. access ramp and railings on top of existing 12.1'x12.3' (148.83sq.ft.) brick foundation "pump house"; on the "pump house" restore or replace stucco on walls where necessary,,and replace existing windows. Located: 4997 Equestrian Avenue, Fishers Island. SCTM# 1000-9-9-3.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP. This recommendation was made in consideration of the following: 1. In 1993 the Board granted approval to construct a roof deck on top of the "existing small pump house". In the event the action is approved it is recommended that the Board establish a vegetated, non-turf buffer landward of the shoreline. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney 14F FBI Peter Young,Chairman y Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Thurs., August 8, 2019 the following recommendation was made:. Moved by Carol Brown, seconded by Peter Young, it was , RESOLVED to SUPPORT the application of ALEXANDER WILMERDING to construct a covered sitting area on an existing brick foundation. Located: 4997 Equestrian Ave., Fishers Island. SCTM#9-9-3.1 Inspected by: Carol Brown The CAC Supports the application using best management practices and the installation of gutters, leaders and drywells to contain stormwater run-off. Vote of Council: Ayes: All Motion "Carried Cantrell, Elizabeth From: gjustl02l5@aol.com Sent: Tuesday,July 9, 2019 1:09 PM To: Cantrell, Elizabeth Subject: Wilmerding - Fishers Island Hi Elizabeth- I am getting back to you on the questions you had regarding this project. The dimension of the existing brick foundation "pump house" is 12.1' x 12.3'. Other that the proposed gazebo which would be constructed on top of the structure the plans are to restore the structure back to its original state. Stucco would be restored or replaced on those wall areas that need the work. A good portion of the stucco still exists. New windows would be installed and there is no use contemplated for the lower level space. It just needs to be enclosed to protect the existing structure from further weathering and to restore it ti its original appearance. On a side note, on June 24, 1993 the Board of Trustees granted a waiver to "construct a covered roof deck on top of existing small pump house." Please let me know if you have further questions. Best- Glenn Just JMO Environmental Consulting 653-0607 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 , Cantrell. Elizabeth From: gjustl02l5@aol.com Sent: Monday,June'17, 2019 11:21 AM To: Cantrell, Elizabeth Subject: Re:Wilmerding application, SCTM# 1000-9-9-3.1 Attachments: Wilmerding -Trustees Drawing.pdf,Wilmerding Pumphouse History.pdf Hi Elizabeth- As requested I have attached copies of the updated plans which were used in obtaining the zoning variance, slightly amended since then by adding a few more dimensions. The zoning variance drawings included dimensions, in round numbers, of the existing brick structure. The architect has added plan dimensions of the proposed wood superstructure that goes on top'of it. The proposed new deck is 226 sq. ft., plus the ramp to access it., But the square footage that matters is hard to pin down. We feel that what is relevant to the Coastal Hazard Erosion Zone is what meets the ground and that figure is not changing. The usable area of the deck, within the railings, is 146 sq. ft., plus the ramp. The additional deck overhand is just to make it look right and be stylistically consistent with the house that it belongs to. There will be no impact on the land. The ramp, as currently drawn, is 27 sq. ft.. But the grade is extremely irregular, and it's hard to know if exactly what it would have to be. In any case, it provides the only access to the gazebo and without it there is no gazebo. The point is to use and preserve from further deterioration a structure that has existed,on that spot for over one hundred years. I have also attached a history of the pump house which was also submitted to the ZBA during their review of the project Please let me know if you have further questions and please let me know what my next step to do is. Best- Glenn -----Original Message----- From: Cantrell, Elizabeth <elizabethc@town.southold.ny us> To: gjustl02l5@aol.com <gjustl02l5@aol.com> Sent: Wed, Jun 12, 2019 2:43 pm Subject: Wilmerding application, SCTM# 1000-9-9-3.1 Hello Glenn, As per our phone conversation the other day regarding the Wilmerding application for a proposed covered sitting area on top of an existing pump house, the drawings submitted that are dated April 25, 1996 do not include dimensions anywhere on the plans. Also, it is hard to-discern if any repairs/modifications will be made to the existing pump house foundation (if necessary). As soon as possible, please submit four sets of revised plans depicting the dimensions of the proposed deck/sitting area, access ramp, and roof(and existing pump house). Also once you receive said requested information of dimensions, please submit an updated project description with those dimensions so that this office can proceed with the application. You are welcome to email me the revised project description if you like. If you have-any questions about this, please do not hesitate to call or email me. Sincerely, 1 Elizabeth Cantrell Senior Clerk Typist Town of Southold Board of Trustees 631-765-1892 2 396 AMERICAN ELECTRICIAN [VOL. Xn,. No.R. phare relation. It is found, however, that the displacement obtained is adequate for atarung motors of moderate sizes. An Interesting Residential Electric Light and Power. Plant The ute of condensance,instead of induc- lance, offers some advantages• since by An extremely interesting residential yards front the power house: All of'the properly proportioning the conden,ance,the plant,in point of size,is well as of service- other houses are situated near the residences, leading current demanded may be adjusted ability, is situated at the country place of the boat and, bath houses, of course, to equality with the'lagging exciting cur- _Ir, R. P. Linderman. at Fisher's Island, being at the-water:s edge. The_binldiags rent during operation and, theoretically, a• M Y. It is seldom that a private residential and roads are'hghted throughout by elec- power factor,of unity snap 1Je obtame(1. The plant assumes such proportions as to,ne- tricity, and private water-and fire,systems disturbing influence of change of fre-, cessitate being separately housed, and at- are also tnamtamed. !lueney, the compensating disadvantages tended by iwo or three persons; nor are Steam is generated by a horizontal'retum due, to presence of higher harmonics embellishments usually bestowed on resi- tubular boiler, made by the Ames Iron from the distortion 6f the e. mu . f. denal'equipments such as are found in Works,of-Oswego,-V,`Y.,set,in brick and wavy from n• true Mile curie of time• the plant un[,:r di,c t sign The high finish cement mortar with selected pressed back val:.e,and'tlie practical nr;rssity of operat- giten to ail of the 7naehir-es and,their ap- oil the exposed sides,-,The biirlge wall;4u l' is.c)ii+hr:ter;at iifgii ti,dtag+,rm:p(cd ct'ilh pttrtealwnccs wou:d:it tint glaiicc indirat,'n nave lining,a:td all anther Barts exposed clic lack (,E Sat131ilCiCiT}' CUmtiiCtCial cGn- lriaut for('Xhibnl(,n rather than for general the hot games.are.•lined.with fire brick 1A :en vis in c"r7u,eni< T form, havq hit!crti= utility; but th_c"'iliara:ter of the work per- in faro clay, ti ith'lieaders put to every A course: t0 facilitate iepazrs.- Thc'ash;pi ,t trd back connections`are•payed with-br.� ':i •5A:; - . ,r 4 , a - ,•.« . ".fi... 1.: grnuted in ctpuid '.Tbc 4og of the or7eris "'p, i)r;ekrd in and ail:air space left'betcvefs 6i, sit ill and the b'rickw;ork. A -inch cit01 flue,made c7£iT .In irru,rivctc i and Dia ; sa tonne(:ts tlte'bo'slcr+vith-thc.chimneyc:'She ' damper is controlled,by.a.r tdattr,,tta v'e wv' by 1', P.Ford,'o(Ri6oltigtt N.Y,' The boiler tray ti '4 'iy either a d sliiut' ' j :ng as a reserve T4th''e'sleam pump'brdinatily furaishes'llbe,ft ci'Ix1tq.,):TbePgTPgta; AUGUST, 1902.1 AMERICAN ELECTRICIAN 387 in the feed-water piping above the heater moved, the couplings and fittings being of plant by a 1-inch pipe,which feeds radiators for hot water The feed passes through a malleable iron. All valves over three inches in different parts of the building. small American feed-water heater having are extra heavy iron-body gate valves with The boiler is provided with a blow-off pipe water coils of seamless drawn brass tubes. bronze seats,while those under three inches to the drain This pipe ruts underground The coils and feed pipes are arranged with are extra heavy globe val=es of brass. The to a point where it can discharge into the a by-pass and valves so that the coils can pipes are so placed that the condensation sewer pipe without affecting the drips. A be disconnected and removed without shut- gravitates in the direction of the flow of relief valve is provided on the steam-pump ting down the feed line. All water pipe is steam. discharge line. All of the high-pressure heavily galvanized, with the exception of The exhaust is discharged through the steam piping,drip piping and traps,and all the feed pipe between the heater and the heater by a 4-inch pipe. All valves on the feed-water piping on the pump to the boiler, boiler,which is of heavy brass. exhaust are of the iron-body Chapman gate is covered with Ty4=inch magnesia and fin- The generating units in the engine room type with steam babbitt seats.The same pro- fished with heavy dock, neatly fitted and are a 25-kw.125-volt G E. dynamo,direct- visions to assist drainage are made as in the sewed on, All of the exhaust piping,drips connected to a simple horizontal engine built case of the steam piping The exhaust from and traps, low-pressure pipes and traps, by the Ames Iron Warks, Oswego, N. Y., the small engine connects with the main ex- Seater pipes,, blow-off pipes and steam- and rennin¢ at Soo r. p in. and a io-kw. haunt over the heater. The main steam pipe heating pipes are similarly covered 125-volt Eddy generator,direct-connected to is drained toward the,separator and the lit- with i-inch Keasbey's magnesia. All of the a simple vertical engine, built by the New ter is drained by a small pipe running down valves and fittings in the exhaust by-passes �"'�ai+t., •=a;� r,roans a.. - � - �'Ii'(fi't-''````i ;f a� n �f ��apn,,,.7"."��.�b,{���is ,�,y'��^ii= �a� �,� r...,�liyl rr,,, V•'sis�.r.. �,n pi P $ 0- g fir' OVA j ,., ,.�,E') i. ` �:�,» • C'F'° # rte..`• �3:mras- r I ��„x j'�''''�'��� ____=.LJq.... � 1{!41 � � �/'�j�•�a �s d°Yi^nrF,f 1 . u t { „rte h•r v , 'g . ,-srr - J, tptT `.r.ac r:� kg . I .� ='[Ft1 G4Mt :�1. 4i C✓�H=Yx}i.11 bre{y,tYet^.i+f�... Y\ A,� ,kso 4 11M .q33 i lt.. ii .. i'axer, a „ µ � .��. 3 „1 �� ��`' �o R��; '�,.i..,s,.:,�n,:,t •a�---.7 'e'� i �O s` b, is to a:s�+, 'xtt' ,. n M�Ir,rlSai _,.. .^��yi^Ywr w2a.n.L aVY,nskeri- i1i� j(- c;m nae n.,u, C, �” C> 0 , FIG 3—DI%GRAM OF SWITCHBOARD CONNECTIONS. York Safety Steam Power Company, and the side of the steam chest to the exhaust and heating pipes are covered with i-inch running at 400 r p.in. The room also con- and drip trench,which runs under the floor sectional covering The feed-water heater tains two "Wood” motor-driven multiple to the trap discharging into the drain pipe is covered with ih-inch magnesia block boosters,one having a capacity ranging from The engine cylinders are provided with a and plaster,and the pipe trenches are care- zero to 120 amperes at all voltages from valve and check on each end, and the two fully parked with mineral wool. All of the zero to 5o Colts for charging storage bat- ends are brought together and run down steam-pipe covering, etc, is tinted to bar- `"` teries,and the other hat mg a capacity from through the exhaust and drip trench into monize with the furnishings and fittings;and w zero to 40 amperes for charging the bat- the drain pipe. The small engine,pump and the apparatus in the engine and tank rootT,% teries of an electric launch. Bath boosters heater also drip, with proper checks, igto after being rubbed down, is painted wit'll were made by the Fort Wayne Electric the drain pipe. Steam and drip connections coach black and striped in gold Works, Fort Wa?ne, Ind are provided for the oil filter shown by The switchboard is made of white maiLje ,c Steam is fed from the boiler to the engine Fig. I Valves are placed on the pipes and was installed by the Walker Electric by a 3%-inch-pipe equipped at the throttles tkherever there is a liability of difference in ,Company, of Philadelphia, Pa. The ipar- ,i of the engines with direct steam separators pressure likely to carry Water in a direction 'ble is Cys inches thick, supported op ap `-' The piping is constructed for a working opposite to that intended, and individual angle-iron frame resting on pedestals braced pressure of loo pounds per square inch,and stop valves are placed in the pipes leading with angle-iron firuily embedded and in. is provided with sufficient flanged unions to into the drain, so that they can be closed sulated in the wall Above and at the xads allow any section of pipe to be readily re- during blow-off. Heat is supplied to the the board is enclosed in eieetro-bronze i rN 61e - i r UNIVERS— OF s J (' '388 AMERICAN ELECTRICIAN L%,01.. 1IV- No. b. screenwork,halving a door at one end. The round-pattern Weston voltmeter reading hours, when diseharging at the rate of 32o front of the board is surrounded by a plain from zero to too volts, and one circular amperes it has an output of 360 ampere- polished copper molding three inches wide, switch utarked with engraved plate, con- hours,and when discharging at the rate of which at the ends covers the angle-iron and netted to the charging and discharging 24o amperes it has an output of 24o ampere- makes a neat,joint with the grill work and circuits and both busses;one round-pattern hours With these rates of discharge the door. All of the circuits and switches are Weston shunted ammeter; one round-pat- voltage of no cell is permitted to fall below marked with engraved copper plates with tern Weston shunted ammeter reading to 1.7, the voltage being measured while the filled black enamel letters. The heavy too amperes for the launch-booster line,one rated load is being discharged Each cell bus-bars are laminated and the studs are poriable Weston voltmeter, with circular is set on insulators and thoroughly insulated all of forged copper. The connections for switch marked with engraved plate,to con- from ground leakage. the ammeters and voltmeters,and all small sect same to end-cell switch connections The automatic piping system for supply- wires,are run in flexible tubes fastened to 'to the battery;one'General Iilectric double- nig fresh water for domestic purposes and the marble by brass clasps All circuits not acting wattmeter; one circular end-cell salt water for the fire system is controlled provided with circuit-breakers have fuse switch; one automatic vnderload switch; from two separate points In the room ad- blocks on the switches The space behind two rheostats to booster;two starting boxes joining the engine room are the tanks for the the board is lighted by two incandescent for boosters; two double-pole automatic fresh and salt water. These are made of lamps held in polished brass receptacles on circuit breakers of Soo amperes and 125 steel and have manholes near the top and the wall and controlled by a switch on the amperes capacity,respectively;two double- gauge glasses with stout rod-guards con- board Frig. 3 is a,diagrarn of the switch- pole double-throw knife switches;two dou- nected to the tanks The tank for the board connections ble-pole single-throw switches and fuses for house service is four feet in diameter The board contains two rheostats; two booster motors; four double-pole knife and seven feet long, and that for the Weston ammeters and shunts;one 125-volt switches with fuses connected with lights on fire service is four feet in diameter illuminated-dial Weston voltmeter with a- the board,and two double-pole single-throw and ten feet long. The tanks are circular switch marked with an engraved, switches to booster fields. placed one over the other,the fire tank rest- plate, to connect it to both dynamos, all The general scheme of lighting is as fol- ing on cast-iron cradles set on brick piers. bus-bars and the battery leads,and also to, lows: There are two sets of lighting bus- The house tank is hung from double sets r M. 44 xr, .—.'��� ;$ -'fir« '`';•"- a S � - r 4`te�. � •ter •'' <' FIG.il—STORAGE BATTERY, FU..S—SN,ITt HBO 1RD. act as a ground detector; two double-pole bars—one for the plant"service and one for of channel irons by wrought-iron bands. automatic magneto circuit breakers; two pump service, and the switches are so ar- the channels resting in the side walls of the single-pole equalizing switches;two double- ranged that any lighting feeder can be con- room on cast-iron plates. pole double-throw knife switches for dyna- nected to either set,of bas-bars There are The house pump equipment is siteat- mos, one Zoo-ampere single-throw knife also two dynamo bus-bars.one for light and ed in a pit in the tank room' and switch to connect busses; sexen small dou- one for power,with a switch to throw them consists of a General Iilectric motor, ble-pole knife switches with fuses connected together. The pumps and the battery are direct-connected to a Quituby screw to lights in the power house; one 200-2171- connected so that they can be thrown on pump The motor is controlled by an pere double-pole double-throw switch for either pair of bus-bars, the batten board automatic regulator, made by The Elec- hou�e and paddock;one So-ampere double- connecting from the dynamo bus-bars by trite Company,of-Few York. The water is pole double-throw knife switch for charging means of copper bars -The wattmeter is 'pumped front a 34-foot well into a suction launch on booster,or power busses;one So- connected so as to show both charge and tank and thence into the house tank,where ampere doable-pole double-throw knife ijischarge. The cell switch is connected to it is kept under a pressure of forty pounds. switch for the boat and bath houses;one loo- the cellk by means of lead-covered copper Each pump is provided with a by-pass be- ampere double-pole double-throw knife rods. The feeders run to the edges of the tween the suction and the discharge,with a s�ritch to the new house; one So-ampere board in the form of copper rods covered valve and a reducing vahe to prime the double-pole double-throw knife switch to the with flexible conduit.' suction, and also to allow leak enough to house pump: one Zai-ampere double-pole The storage battery,consisting of 65 cells, automatically start and stop the pump once double-throe knife switch to the fire pump, was installed by the Electric Storage Bat- in every twenty-four hours A foot valve and one 50-ampere double-pole double-throw tery Company. Itis situated in a room off and'strainer'are provided on the house- knife switch for the station lights and the engine room and has the following ca- pump suction lights on the roads, pacitics: When discharging at the rate of The salt water tank is supplied from the The -storage-battery section has one 6o amperes it has an Output of qoo ampere- pump Voice situated near the water's edge. ... T i... .jY.!i�'IVER,lb3 ( OF CAL.F=��S 3�"Sa i3't ..ax9 .l t,ct_r, f ps.j AMERICAN 'ELECT-RIC 4 N 389 A Quimby screw pump is direct-connected end of its movement- and'closes when the are of brick and covered With checkered to a i5-hp. General Electric direct-current lever reacher the lower end of its movement. Iron cotters set in an iron curb A tele- motor,and is controlled by a Sundh pressure F is the pipe conduit carrying the electric phone sy,teni is also maintained, connect- regulator and an automatic motor starter, wires from the motor starter to the quick- ing all of the various buildings. The plant made by Otis Brothers, New York. The acting switch,G A drip pipe,E,carries off was installed under the supervision of Pat- pressure in the tank is maintained at ninety any leakage which may occur around the tison Brothers. consulting electrical engr- pounds,and should-the pressure fall below packed plunger. neers,of New York City. this,the•pump is automatically stopped. In operation, when the connections have -�.r----- Fig. 6, Serew•ith, shoves, the I'lectnte been made as shown,the weight,H,can be TELEPHONE ENGINEERING. BY F.J•DOMMERQUE. LAYING OUT THE WIRE I'LMST. 3i 'Y€, t•4' L .K }t As previously stated,to laying out the wire plant of an exchange all subscribers are plotted upon the map. To begin with it is • o =€c assumed that the exchange is of such a s , size only that each subscriber can be marked ' down• What to do with larger exchanges �niaved along clic lav+-r Until the lever just will be shown later. Then the office is f"txntpany's r e g u I a- o balances w lien the water pressure is at the located (assuming that there is only one; tor. The i}lustra- r desired maximum point, Should the pres- if there are more than one, proceed'with tiou shoves die case Mire rise above this maxiniwn point; the each one as here illustrated for one office opened, exposing the s s le,cr will rise to its top position,opening the only),and the two or four main routes,for = ' -details ;of construe- quick-acting switch.G,and shutting off the €� r� the pole lines and conduits determined. Be- tion and,the:neces-, current from the motor Should the pres- ginning at the outskirts.of the exchange,the s'ary -pipe and 'riles' A sure fall b low th+; desired point the lever subscribers should be,collected into open =eotmeLtious;'�'l is a Fir'.6, will iall, closing the slvitch and making wire pole lines first, then into aerial cables, -inch pipe connect- connection between the circuit and pump and finally into underground cables. r ing, the regulator, with the pressure motor,thus starting the pump. An electric In an•earlier article it was stated'that it is tank, into which the pump is dis- heater is provided in the pump house,for necessary to enter upon the map not only a^•'! a charging,- and D is a cylinder con- rise in cold weather, the present number-of subscribers but also 5 tairiing a packed •plunger. -Water pres- '1 o the south of the boiler room is a stor- the subscribers that were to be expected in % 1 sure is communicated to the a bottotn of age and charging room for an cicctriti auto- the future. The reason for also requiring tI, this plunger through the pipe,A,and the up- mobile The room ie equipped with a rheo- the future subscribers is to lay out the mi- per end of,the plunger bears upon the un- stat and charging plug and a Sprague motor derground conduits,as these must be built v i 'd'er side of a lever carrying the weight. H drning a triple-cylinder Claaunn-Peters air .y r � right at the b^ginning so as to afford suffi- cient duct spaio forever. As far as the pole ;y tx lines are concerned, poles should be large 3 enough to carry at least three cross-arnis, l" J. g•,? rx and strong enough to carry ultimately as many cables as the future number of sup- , k scribers may require; for the present time, however, the pole.;are to be equipped with facilities for the present number of sub- ie y •• * scribers only. Each main run is taken at the time and followed up by simultaneously collecting. s s; the subscribers abutting on this run and add- M` ing the feeding lines as they merge'into the mak i ._4' t p�°••t "�;; of •� main run It must be learned from inspec- �ai" ;,• Y, a tion whether the street or alley selected for pole line or conduit is available or v, '=''[ „ :, "+„ ..^-•'' '; 1 whether a better or more economical route may be found. Of course each pole line must be anchored to an anchor-pole or similar device to counteract the pull of the " i, '-,p 3a�'"^'" ""f»-•-- �" `”; ' wires in the opposite direction At every corner, bend or curve in the line one or more guy poles are required to equalize the xs4. r stresses on the corner-pole or on the poles ' a'< •µ` .» �;z" .. _ m the curie Whenever sufficient sub- 4 .cribers are collected to start an aerial cable, a cable pole must be inserted, unto finally the under round conduit is reached, where ^•- FV; T—At-ro NIOHILt.?TURALL AND c HANGING ROONI. another cable,poic forms the connecting link between the aerial and underground con- The weight can be adjusted so as to conn- pump for inflating the tires of the automo- struction ,•As,the underground conduit terbalance the upward pressure of the bile proieeds louards the office,laterals may be -i plunger at any desired pressure to the tank All of the Iransnussion wiring is run un- taken in or distributing poles planted, man- system A quick-acting switch, G, opens derground,in conduits, with manholes sit- holes must be constructed,etc.,all of w•h•ch when the weighted lever reaches the upper uatedvag convenient places The manholes must be determined in succession GO. sle t _ UN,VERS l a y F C.A i"C '.N`:v, r_ BOARD MENIBER� - _ Southold Town Hall �0� Sony 53095 Main Road• P.O.Box 1179 Leslie Kanes Weisman,Chairperson � old Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, . Robert Lennert,Jr. • yo 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoUNV� Southold,NY 11971 5 http://southoldtownny.gov RECEIVED E® ZONING BOARD OF APPEALS 1 +m 6 g:40 TOWN OF SOUTHOLD MAY - 1 2019 Tel.(631)765-1809 •Fax (631)765-9064ue `�t�4XX� Sou hold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINA MEETING OF APRIL 25, 2019 ZBA FILE: #7259 NAME OF APPLICANT: Alexander Wilmerding PROPERTY LOCATION: Reservoir Road,(Adj.to Hay Harbor)Fishers Island, SCTM#1000-9-9-3.1 under SEORA DETERMINATION: The review oning Board of falls underAtl eeals Type has category of the Svisited the tate's e's L st of consideration tions without application and determines that this further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thni A 14-25, and the Suffolk County Department of Planning issued its reply dated November 26, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERIy1INATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards, The LWRP Coordinator issued a recommendation dated April 8, 2019. Based upon the information provided on the LWRP Consistency Assessment Form as well as records available, it is recommended that the proposed action is INCONSISTENT with the LWRP for the following reasons: A) The proposed action is located within the Coastal Erosion Hazard area and is subject to Chapter 111, Coastal Erosion Hazard Area of Southold Town Code; B) Pursuant to Policy 4, slopes located on the property, labeled as a "Bank", are equal toorgrepursuant than 20 bluff percent, and further, site elevations on the submitted plans indicate that a occurs on prope to Chapter 275 Wetland and Shorelines of the Southold Town Code. The Southold Board of Trustees should be consulted to verify the feature. The accessory gazebo is proposed to be located within the FEMA Flood Zone AE,Elevation 11; C) The LWRP supports relocating non-water dependent structures outside of vulnerable areas (potential from erosion due to storm events) and as far from the natural feature as possible. The proposed accessory gazebo does not require a location on the coast and its use is not water dependent. Furthermore, the accessory gazebo could be re-located landward of the top of the bluff and outside the Coastal Erosion Hazard Area. To mitigate the aforementioned concerns, by installing a gazebo on top of the foundation, built over 100 years ago and once used to support a power plant, the structure would be better utilized. Removing the foundation would Page 2, April 25,2019 #7259 Wilmerdurg SCTM No. 1000-9-9-3.1 cause adverse impacts during ground disturbance, and allowing the foundation to remain open would risk public safety. Based upon these factors and the conditions imposed herein, the Board of Appeals has determined that the proposed action is CONSISTENT with the UAW PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 135,907 square foot(3.12 acre) waterfront parcel located in a Residential R-80 Zoning District. The northerly line measures 336.76 feet the easterly property measures 355.75 feet and is adjacent to Hay Harbor and a small 8.21foot piece of the property that extends out southwest and the westerly property measures 109.53 feet as shown on the survey map and site plan prepared by Richard H. Strouse,PE.LS of CME Associates Engineering,Land Surveying, &Architecture, PLLC, last revised October 29, 2018 The property is improved with a single-family dwelling that has had Town approved renovations and alterations. There is an old pump house foundation on the southeast corner of the property that the applicant wishes to renovate and build a gazebo on top of. The property does contain wetlands and is located within a Coastal Erosion Hazard Area as described in the LWRP Coordinator's response. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-15 and the Building Inspector's October 9, 2018, Amended October 29, 2018 Notice of Disapproval based on an application for a permit to construct an accessory gazebo, a; 1) less than the code required minimum side yard setback of 25 feet; 2) less than the code required minimum rear yard setback of 25 feet; at: Reservoir Road, (Adj. to Hay Harbor) Fishers Island, NY. SCTM#1000-9-9-3.1. RELIEF REQUESTED: The applicant requests a variance to construct an accessory gazebo over an existing foundation. The proposed accessory, on this 135,907square foot lot in the Residential R-80 District, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures on lots over 80,000 square feet in size require a minimum side yard and rear yard setback of 25 feet. The proposed gazebo will have a side yard setback of 8.5 feet and a rear yard setback of 21.5 feet. The applicant also wishes to build a 3 foot by 9-foot walkway to the gazebo. The new construction outside of the existing foundation's 144 square foot footprint will involve a 27 square foot walkway to the gazebo, a 20 square foot cantilevered projection and 145 square feet of roof overhang which will only increase the lot coverage by 3%. ADDITIONAL INFORMATION: In a letter dated June 25, 1993, the Southold Town Board of Trustees granted a waiver to construct a covered roof deck on top of an existing small pump house, and on June 15, 1993, the New York State Department of Environmental Conservation issued a non jurisdiction letter to the applicant to construct a roof top deck on top of an existing pump house. The applicant will apply for the necessary permits from the New York State Department of Environmental Conservation and the Southold Town Board of Trustees. The only other neighbor who could be impacted by this project has submitted a letter of support to this Board. The applicant will adhere to the height requirement for an accessory structure and satisfy 86% of the rear yard setback requirement. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 11,2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-bQ(b)(I). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed gazebo will be built on the existing brick foundation of an old pump station. The as built foundation has been at that location for at least 100 years and is in disrepair. Its prior use has been abandoned for many years. The addition of the gazebo on top of the foundation will enhance the historic character of the property and the neighborhood. Enclosing the open foundation will eliminate a safety hazard. Gazebos are a common accessory structure in residential zone districts. Page 3,April 25,2019 #7259 Wilmerding SCTM No. 1000-9-9-3.1 2. Town Law2$. 67-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The foundation has been in place for more than sixty years and any attempt to remove it may risk critical land disturbance. Moving the foundation to meet setback requirements is not a realistic option, not only due to the cost of doing so, but also due to environmental considerations.The gazebo will be built in a remote location and there will be no increase in noise or traffic. 3. Town Law X267-b(3)(b)(3). The variance granted herein is mathematically substantial at 66% relief from the code relative to the rear yard setback and at 14% relief relative to the side yard setback. However, the proposed gazebo will be built on top of an existing foundation and will maintain the pre-existing non-conforming setbacks and repurpose an old historic structure 4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. Since the abandoned foundation was originally used as an old pump house, the foundation was designed to allow for the now of water through it to prevent the threat of flooding. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law $267-b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a gazebo while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Lehnert, and duly carried,to GRANT[' the variance as applied for, and shown on the site plan prepared by Richard H. Strouse, PE, LS of CME Associates Engineering, Surveying&Architecture, PLLC last revised October 29,2018. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant sball obtain the proper permits from the New York State Department of Environmental Conservation and the Southold Town)Hoard of Trustees. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Page 4,April 25,2019 #7259 Wilmerding SC`I vl No. 1000-9-9-3.1 If the.Building Department determines that the construction of additions and alterations, as described in this determination, exceed the scope of the approvals granted herein, or a demolition has occurred, the Zoning Board of Appeals shall retain jurisdiction and shall have the right, after a public hearing, to modify, suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions, pursuant to Article XXV, Section 280-141 of the Town Code. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Planamento, Acampora and Lehnert. (4-0) (Member Dantes was absent) C�L Leslie Kanes Weisman, Chairperson Approved for filing /�� /2019 SQ� Town Hall Annex Michael J.Domino,President .Cjj �'t : 54375 Route 25 John M.Bredemeyer III,Vice-President X, .$ P.O.Box 1179 Charles J.Sanders . � t Southold,New York 11971 Glenn Goldsmiths �: Telephone(631) 765-1892 x:_ ('' ° Fax(631) 765-6641 r��U A.Nicholas Krupski ` Y wq: BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only ® E Coastal Erosion Permit Application Wetland Permit Application Administrative Permit 2019 �CAmenn ent/Transfer/Exte sin SouthJ Received Application: •��9 ' Southold Town Received Fee: $ 5oe,d� r Completed Application: Z IP- Incomplete:, SEQRA Classification: Type I_ Type II_ Unlisted Lead Agency Determination: �Coordination:(date sent): S�d9 LWRP Consistency Assessment Form Sent: CAC Referral Sent: �� Date of Inspection: rb• Receipt of CAC Report: _ /Technical Review: �- V Public Hearing Held: ( - Resolution: Legal Name of Property Owner(s): Mailing Address: Phone Number: -q�l`-1 9'X31 Ck Suffolk County Tax Map Number: 1000- Property 000-Property Location: r AJC u(2 ' or� (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): "_ Gte Mailing Address: 4 5 Phone Number: b5 b-G � `� Bard of Trustees App: . , atiou GENERAL DATA, Land Area(in square feet) ( q4LQ- Area Zoning: Previous use of property: \ ` Intended use of property: Covenants and Restrictions on property? Yes No If"Yes",'please provide a copy. Will this project require a Building Permit as per Town Code? _ Yes 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 No 'If"Yes",please provide copy of decision. r�C�` Will this project require any demolition as,per Town Code or as determined by the Building Dept.? Yes No Does the structure (s) on property have a valid Certificate of Occupancy? Yes No Prior'permits/approvals for site improvements: Agency Date No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? No Yes If yes,provide explanation: Project Description(use attachments if necessary): acbn ` �@ �r `)(-ra .'25' Board of Trustees lappa ation WETLAND/TRUSTEE LANDS APPLICATI®N DATA Purpose of the proposed operations: c411^ aa E ' I f Joe 4 c � Area of wetlands on lot: square feet Percent coverage of lot: 0/0 Closest distance between nearest existing structure and upland edge of wetlands: �1 _ _feet Closest distance between nearest proposed'structure and upland edge of wetlands: feet Does the project involve excavation or filling? _ ,_. No Yes If yes,how much material will be,excavated? cubic yards How much material will be filled?____ocubic yards Depth of which material will be removed or deposited: to I� C _feet Proposed slope throughout,the area of operations:, a Ick Manner in which material will be removed or deposited: 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): CA Hoard of Trustees App] ation COASTAL EROSION APPLICATION DATA Purposes of proposed activity: a CA1\0r\ 0.Cc.)Jeqe�A_ e L� 1 Yid Are wetlands present within 100 feet of the proposed,activity? No Y, Yes Does the project involve excavation or filling? '-/— No Yes If Yes,how much material will be excavated? (\\Q..... _.._ (cubic yards) How much material will be filled? _(cubic yards) Manner in which material will be removed or deposited: Describe the nature and extent of the environmental impacts to the subject property or neighboring propertie&reasonably anticipated resulting from implementation of the project as proposed,including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) `T\-\ A 'J u IASL r Ce i1 Short.Environmental Assessment Form Part 1 -Project Information Instructions for Completins 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 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: Proposed covered sitting area gazebo) Project Location(describe,and attach a location map): 4997 Equestrian Avenue,Fishers Island Brief Description of Proposed Action: Applicant proposes to construct a covered sitting area(gazebo)on an existing 12.1'x12 3'(148.83 S.F.)brick foundation Name of Applicant or Sponsor: Telephone:P 852-9449-8319 Alexander Wilmerding E-Mail: alex.wilmerding@pantheon.com Address: Apt 15E,33 Tai Tam Road,Stanley,Hong Kong City/PO: State: Zip Code: 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Southold Town Trustees,Southold Town ZBA&N.Y.S.D.E.C. ❑ Z 3. a.Total acreage of the site of the proposed action? 312 acres b.Total acreage to be physically disturbed? 0 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 312 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ® Rural(non-agriculture) ❑ Industrial ❑ Commercial ❑ Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Pagel of 3 SEAF 2019 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑✓ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES Fishers Island Sound If Yes,identify: ❑ F - NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO 1 ❑ b. Are public transportation services available at or near the site of the proposed action? IZI ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed IZI ❑ 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: ' F-1 F71 11. Will the proposed action connect to existing wastewater utilities?' NO YES If No,describe method for providing wastewater treatment: No proposed rest room ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on'the State Register of Historic Places? b.Is the project site,or any portion of it,located in-or adjacent to an area designated as sensitive for El ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES I etlands 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? 0 ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Hay Harbor.No alterations n _ Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: m 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 by the State or NO YES Federal government as threatened or endangered? 0 ❑ 16. Is the project site located in the 100-year flood plan? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑✓ ❑ a. Will storm water discharges flow to adjacent properties? ❑ ❑ b. Will storm water discharges be directed to established conveyance systems'(runoff and storm drains)? ❑ ❑ If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon, dam)? If Yes,explain the purpose and size of the impoundment: ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: Z ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: Z ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/ ame• n E .lust Date: 5/29/19 Signature: Title:Agent PRINT FORM Page 3 of 3 f F 01 Michael J. Dot, President .'fTown Hall Annex John M. Bredeme\er I il'. Vice-President 54375 Route 25 Glenn Goldsmith P.O. Box 1179 Southold. NY 1 1971 A. Nicholas KrUpski Gico Williams Felephoiie(63 1) 765-1892 Fax(63 1) 765-664 1 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of ALEXANDER WILMERDING COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING THIS FORMIS TO BE COMPLETED AFTER POSTING REMAINS 11v PLACE FOR AT LEAST SEVEN DA YS PRIOR TO THE PUBLIC HEARING DA TE I. Richard H. Strouse, P.E.L.S. residing at klc-b--,-) CME Associates, 33 Wilbur Cross Way ID Suite 105 Mansfield, CT 06268 being duly swom, depose and say: - That on the,1 stday of August 12019, 1 personally posted the property knomi as LA 94,-T Qe C i rte PO q rkx► e by placing the Bo,,t"&of Trustees official poster whefe-it can easily be seen, and that I have checked to be sure theposterhas remained in place fol- eight days PI-101- to the elate of the public hearing. Date of licai-ino noted thereon to be held Wednesday, August 14 2019. Dated: SiOnai.Llir-e) S\,vorn to bel'ore mc this j,-Navof'J1v" 200 ....... . ... I 0�"o P GUIMONT - Notary Public FAy Commission Expires February 28,2022' all I . • • • DELIVERY Complete items 1,2,and 3. A, sig a e Agent ■ Print your name,and address on the revers Addressee so that we can return the card to you. ■ Attach this card to the back of the mailpie ' Re ed by Panted Name) C.Date of Delivery ® „�' _ or on the front if space permits. N N t 1. Article,Addressed to: D. Is delivery address different from item 17 Ll Yes �?^ 0"(- W ,n .��al— If YES,enter delivery address below: ❑No 0" I O- � O m o Fw"�•`P 1G' %fLJi�.G w � 3 ° om3� 3j � S� d 1 m o w,< v ►/.�F w .D ' (gyp D =r— "O m �Ld�,.` 1 ' T 00 C3C1 r (0 ; D1 p l A ,wrr w w w m El m • _ Ic I 3 w 5 � a !� 3. Service Type ❑Peaty Mall Express 0 ( � � II�IIIIII IIiI III I I I 111110111111111111111111111 ❑Adult Signature ❑Registe ed Mail R p. ❑Ad'ult Signature Restricted Delivery ❑Registered Mail Restricted r s w m a rl Certified Mail(B) ❑Return Receipt for Z_ -�'D (v N 1 9590 9403 0285 5155 6237 ❑Certified Mail Restricted Delivery Merchandisep V � a / ` uJO„ Q O ❑Collect on Delivery ❑Signature Confirmation*^' SEEMS ❑Collect on Delivery Restricted Delivery w ' o 2. Article Number_(Transferfrom;service;labe0 i(❑Signature Confirmation c_ Q! m .. I 1— I i;i❑Insured Mail i I ; 1 i Restricted Delivery -� a w _ o 7 0 2 8 3 0 9 0 00,06 4 5 91` 94 37 ❑(over$MairRestdcted Delivery U., � S e. O (over$500 �- o v N• PS Form 3811,April 2015 PSN 7530-02 000-9053 Domestic Return Receipt O 0 El 11 oss11oa aO v P-11 o o o CFO SENDER: COMPLETETHIS.SECTION COMPLETE THIS SECrION ON DELIVERY m mA, Signature SM K ON,K g,= m cn< < ■ Complete items 1,2,and 3. E3 Agent w m __ `, o. ■ Print our name and address on the reverse ®5 5 m =Z o• � Y X.,. 11 Addressee , � a m ,o &a � so that we can return the card to you. l; a% B. Received by(Printed Name) C,D of elivery CL � m y j ■ Attach this card to the back of the mailpiece, �/1(.M n�� W or on the front if space permits. o 2 1. Article Addressed to: D. Is delivery address different from item 17 ❑ es oa If YES,enter delivery address below: E3 No `a,M`i 0 Danny v ZID cr �� cornrn39o�o�ov � 3W DP - VY1B(®: mfo�m��.i8 loo 0 [10 04 3.()() gL 2 ° y °. `° �II.I.I.I i��l IIID�I�IIIIII 11111111111111111111 El Service Type ❑RePrigistrityered red MaIprMss� ❑Adult Signature ❑Re istered Mail m 3 m rt ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted CD >> ® m m ❑Certified Mad@ Delivery 3 _ _ m 9590 9403 0285 5155 6237 42 Certified Mail Restricted Delivery ❑Return Receipt for —� - ❑Collect on Delivery Merchandise ~ _ ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM fj--•�•..t.er_rrransferf[Om Service IabeQ ❑Signature Confirmation 13 Insured Mall i`:i Restricted Delivery 3 0 9 0; '0 0 0 b`4 •4`5 9 1 9 5 0 5 't'' ❑Insured Mail Restricted Del(VeryI} (over$500) PS;Form 3811,IApri1'2015 PSNz7530-02-000=9053 - - - — Domestic Return Receipt I( 8ENDERG COMPLtTE SECTION • 7 ® Complete'iterps 1;`2;�and 3. Slgnat re ■ Print your narriefid'address on the reverse f f V Agent so that we can return.the,card to you. X ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) CrD - lqi�,irbits. of Delivery or on the front if space 1. Article Addressed tot D. Is delivery address different from item 17 ❑Yes Dis-.a�LA o�y ✓g�:e`Q %�r• If YES,enter delivery address below: ❑No ji'k"J✓A& LGr�GJ �p 1111111113 illll 11111V 111111111 611111 III 3. Service Type ❑Priority Mail I @ ❑Adult Signature 11 Registered l ilTM ❑Adult ExprSignature Restricted Delivery ❑Registered Mail Restricted ertified Mad® Delivery 9590 9403 0285 5155 6237 59 ❑Certified Mad Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. Article Number(Transfer from carvira i r,on n Collect on Delivery Restricted Delivery ❑Signature Confirmation- 7 1,8 3090 0 o a o 4591 9 3 8 3 psured Mail ❑Signature Confirmation isured Mall Restricted Delivery Restricted Delivery - PS Form 3811;April 2015 PSN 7530-02-000-9053 ver$500) _ Domestic Return Receipt B • • • • • It Complete ipems 1,2,and':: J .M.0. Environmental Consulting Services August 16, 2019 Mr. Michael Domino, President Board of Town Trustees Town of Southold Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Wilmerding, 4997 Equestrian Avenue, Fishers Island S.C.T.M.No. 1000-09-9-3.1 Dear Mr. Domino: Enclosed please find are two Domestic Return Receipts for the certified mailings of the Notice of Public Hearing for this project which we received in yesterday's (8/15/19) mail. Sinc e , Gl l Ju Phone (631 ) 653-0607 • Email Gjust10215@aol.com 121 Jessup Ave • 2nd Floor • P.O. Box 447 Quogue, New York 119; )447 APPLICANT/AGENT/I2EPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold'.-Code of Ethics prohibits conflicts of interest on tIw pari of iown officers and employees.The punwsc of this form is to provide information which can alert the town ofpossib)e con icfs of inteNsl and allow it to take whatever action is necessary to avoid s a me. YOUR NAME: (Last name,fust name.*fiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee - ~ Change of Zone Coastal Erosion Approval of plat _u Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personalty(or through your company,spouse,sibling,parcal,or child)have a rclalion.-Jiip with any officer or employee of the'rown of Southold? "Relationship"includes by blood,marriage,or business interest "nosiness mtcrest"means a business, including a partnership,in which the town officer or employee has even a pallial ownership of(or employment by)a corporation in which the town officer or employee owns more than S%n the shares. YES NO _ If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicanl/agcnUrepresentative)and the town otlicer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of Ure cot porate stock of the applicltnt (when the applicant is a corporation); B)the legal or beneficial owner ofany interest in a non-corporate entity(when the applicant is not a corporation); ^__C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted th' avpi� i 20 Signature Print Name_ iL3PSN`(7aYL_ __1—tit �9)i.sL� orm TS 1 Board of Trustees Application AFFIDAVIT 1�P�til D w I L M G P_D)r-1BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE 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 HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING 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 COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. ALL O� Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS_3 D DAY OF_ /tel 20_L�_ Notary Public LAW SHUN WO Notary Public $amig Kong SAR Messrs,1(wan&Chow,SoIIcMn 16"Floor,We@ngton Ptace; 2-8 Wellington 8tree%Centra.HmV%CM Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) owners of the property identified as SCTM# 1000-000-_q-a-3, in the town of fr'SHPJS k New York,hereby authorizes C� OyNSU H;nto act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. ALw4� Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS -30 DAY OF MaAJZ 20 _ Notary Public LAW SHUN WO Notary Public Rang Kong SAR Messrs,Kwan a Chmv,Sow", 1G°i Floor,Wellington Places 2-8 Wellington Street,CerdA H avWU a APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE]FORM T T f t o 's tr de fEtlti 1' it<s corlfl`ct f•i crest on tf fto ti � c and o e ,-The purposse-of N fo is to dn' d `a ti wh' h an alert a town f os ibl�c n ' f'nE d at b 't to take ve act• n i. necessary to atloid same. YOUR NAME: `� (Last nam�rsame,.>fii' dle initial,unless you are applyin�lnth;, ame 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 '. Trustee Variance Change of Zone Coastal Erosion Approval of plat ___y_ Mooring - Exemption from plat or official map _ Planning --- Other (If"Other",name the activity.) Do you personally-(or-throukh your company,spouse sibling,parent,or child)havan relationship Svith any officer of employee of ilia Towrt of Southold? ``Relationship°'includes by blood,mairiage,or business�intcrest."'Opsiness interest'itYcac?s a business, inGitiding a.partnershila,'inwliich#hc town officer lir emplo cd ltus ovon-a partial ownersttii).of(or employment bye a,corparatiun in which the.town officer or employee owns ri�ore than 50/0 of the shares. YES __-____ NO if you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold. Title br position of that person Describe the relationship between yourself(the applicant/agetatlrepresentative)and the town officer or employee.Either check the appropriate line A)through D)andlor describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): )'ilia owner of greater than 51/10 of the shares of the corporate stock of the aliOcdnt (when the applicant=is a corporation); I3)the legal orlaeneficial owner of any interest in a nun-corparafe amity(when tine applichgt-is not a corporation), alt officer,direciqr,partnor,Or employee of,the'applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this ay o 20 �il;tttittlro,_ --- Print Name _` _- ------- Form TS 1 r PROOF OF MAILING®I RECEIPTS OTICE ATTACH CERTIFIED M Address: Name: See STATE OF NEW YORK COUNTY OF SUFFOLK residing at �c, says th � at on the being duly sworn,depos of the Notice 20 deponent mailed a true copy s�, d y 0 ��`� hca on, directed to each of the above named set forth in the Board Of App a respective names,that the addresses set nt persons at the addresses set opposite then pas shown on opposite the names of said persons are the address o£said perrPIT—Sailed at the United States Post assessment roll of the Town of Southotlhda Said Noticesc m Notiled'to each of said persons by Office at �� RVCEIPT•CER'T`IFIED MAI . / Sworn to before me this p D -- Notary Pu lie ADAM MATROS otary Public-State of New York No.01 MA6354670 Qualified in Suffolk My Commission Exp.02/21/2021 r " 1000-9-9-3.2 Amy M. Manny David R. Wilmerding, III Attn: D R Wilmerding 2518 Caves Road Qwings Mill, MD 21117 1000-9-9-3.4 David R. Wilmerding, Jr. David R. Wilmerding, III 1 Pond Lane Bryn Mawr, PA 19010 1000-9-9-3.5 " David R. Wilmerding, Jr. Ors I Pond Lane Byrn Mawr, PA 19010 1000-9-9-16 James F. Dwinell, IV Lois C. Dwinell 15 Glenridge Road Dedham, MA 0206 1000-9-9-8.1 Roderick L. Hickey, III 446 E 86tH St Apt 9F New York, NY 10028 1000-9-9-22.1 SR Kennedy Rev Trt 194-196 Lakeview Avenue Cambridge, MA 02138" 1:3 A Cr M Boom Er m - ErEr L 71'�LOI Er' Certified Mail Fe Ln Ir Certified Mail Fee $ N IV Ln $ Extra Services&Fees(checkbox,addf..as rrop a Extra Services&Fees(check box,add fee as appropriate) E3 El Return Receipt(hardcopy) $ E]Return Receipt(hardcopy) $ $ 07 C"PO Cj 0 Return Receipt(electronic El C3 ❑Return Receipt(electronic) $ Postmark CO3 El Certified Mail Restricted Delivery $ I Post Here mar — C3 ❑Certified Mail Restricted Delivery $ Here ❑Adult Signature Required $ 0 ❑Adult Signature Required $ []Adult Signature Restricted Delivery$ [:]Adult Signature Restricted Delivery$ Er Postage CIC) 0Postage M $ -1 ir •'7 17 M Total Postage and Fees -9 C:3 $ 7C) I M Total Postage and Fees $ r S tT( $ _1 n o ILJ Sent To C3 ------ PF()Arj5.j No. 17=1 f-T/- Awe .No.,o 0. 0. St ------ -----Ocs--------------- M e -,OA)Bldf� Jffl(�B"r* re5iLgn,dApt.ffc-,- JO ------------------------ qtata zlp� L) 1-4- X 0 A cc) M ru C3 Er r Ir Er Certified viaj,Fee Li' Lr) Lrl Certified Mail Fee S = Extra Services&Fees(checkbox,a 7,dd fee as appropriate) Extra Services&Fees(check box,add fee as appOp 1% 11, C3 El Return Receipt(hardcopy) $ ONi El Return Receipt(hardcopy) $ C3 E:1 Return Receipt(electronic) $ 1�1 C3 Po6tM E-3 El Return Receipt(electronic) $ 4O$ a) E:3 El Certified Mail Restricted Delivery H a EZI ❑Certified Mali Restricted Delivery $ Here ———— stm E3 Adult Signature Required $ ❑Adult Signature Restricted Delivery$ E3 Adult Signature Required $ C3 • E]Adult Signature Restricted Delivery$ M $ Postage Er Postage Ir M $ M D M Total Postage and Fees "Zi . I ," I::. Total Postage and Fees -- CO $ 9 $ nt Ti ro Sent To C' rq jCfe andAp. o.,orAOLFOZF�6--O etc --- ------------------------------------------- C3 ree t --------------------------------------------- CCiN IE --------------------------------- ---------------------------------------- city,St te,ZI Q Y I DID;D& A N N9 I Ln Ln M Ln Lr - rg MIT i- 17-1 � 8 R �U Q Certified Mail FeeIr Certified Mail Fee Lr) $3.5A 49 U-) $ $ Extra Services&Fees(check box,add fee a$% Extra Services heckbox,add fee as eppropriate�,, ❑Return Receipt(hardcopy) $ tn El Return Receipt(hardcopy) $ r3 ❑Return Receipt(electronic) $ Post ark [3 0 Return Receipt(electronic) $ Postmark- Ej ❑Certified Mail Restricted Delivery $ V14; V-12 Hr ❑Certified Mail Restricted Delivery $ Adult Signature Required $ ❑Adult Signature Required ❑Adult Signature Restricted Delivery$ ❑Adult Signature Restricted Delivery$ I E::3 Postage Postage Ir $A.55 Ir C3 $ $ Total Postage and Ite9C17-V31/2019 r-3 Total Postage and Feess $ 6 ., M . M rVIA rO I-nn It l rq VD—T I or 70- .- P- M S �iha-k-�Sprr PART, ---------------------------------------- W6.1 Fi PWIEIOX 0. 3 ---------- rl- — -!,C _ZO "';A ---------------------- IN.Sta e. IP+4 ----------------------------------------------- PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: C,(.Ce,tr), - 9 9- 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 there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at , that said Notices were mailed to each of said persons by CERTIFIED MAILMETURN RECEIPT. Sworn to before me this Day of , 20 Notary Public i J. M.0. Environmental Consulting Services August 1, 2019 , E C E it ,;; _ 11� Mr. Michael Domino, President AUG 5 2019 Board of Town Trustees Southold Town Town of Southold a Trus ee Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: W ilmerding, 4997 Equestrian Avenue, Fishers Island . S.C.T.M.No. 1000-09-9-3.1 Dear Mr. Domino: Enclosed please find are the certified copies of the proof of mailing for this project. Respe t lly, Glenn . Just Phone (631) 653-0607 • Email Gjust10215@aol.com 121 Jessup Ave . 2nd Floor - P.O. Box 447 Quogue, New York 11959-0447 NUTILL Uim Ht: ARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: ALEXANDER WILMERDING SUBJECT OF PUBLIC HEARING : For a Wetland Permit and a Coastal Erosion Permit to construct a 226sq.ft. roofed over deck/gazebo area with a ±27sq.ft. access ramp and railings on top of existing 12.1 'x12.3' (148.83sq.ft.) brick foundation "pump house"; on the "pump house" restore or replace stucco on walls where necessary, and replace existing windows. Located: 4997 Equestrian Avenue, Fishers Island. SCTM## 1000-9-9-3.1 TIME & DATE OF PUBLIC HEARING : Wednesday, August 14, 2019 — at or about 5 :30P. M . If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold MRP COI�SISTENC ' ASSESSMENT F A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold,agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt .minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. be evaluated as to its sign!ficant beneficial and adverse effects a oia the coastal sires whiob includes all of Southold Town . 3, If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus each answer-musCbe T laJned in detail,.listing .both su orting and non- su oifaets. 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#—C. ____.. PROJECT NAME The Application has been submitted to(check appropriate response):' Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town-of Southold agency action(check appropriate response): ( )a Action undertaken directly by Town agency(e.g. capital ❑construction,planning activity,a regulation,land transaction) - tY> g enc Y (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit, approval,license,certification: Nature and extent of action: q Location of action: Site acreage: 31��- Present land use: l��n Present zoning classification: 'R—P—YO 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: A (b) Mailing address: V J (c) Telephone number: Area Code (d) Application number,if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes No❑ If yes, which state or federal C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned.for completion. REVELIJPEI)► CAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes ❑ No Not Applicable ` Attach additional sheets if necessary Policy ,2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria mr L'i YesEJ No ❑ Not Applicable rvo Q •tom `camc °5 2 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 [71�J Yes ❑ No ❑ Not Applicable C A)DE-1 Attach additional sheets if npcessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages S through 16 for evaluation criteria Yes Q No ❑ Not Applicable % l - - JeS tic�� < < e -aro&G 'Of C QpA%\--\3 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 R1 Yes 0 No ❑Not Applicable \� G� Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes Wo Twt Applicable '0(4- t o Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes ❑ No,[] Not Applicable Q eek— �' W VG � CSS i/1 Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWIZP Section III—Policies; Pages 34 through 38 for evaluatiop criteria. ❑ Yes -❑ No ® Not Applicable \ nx 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. 0 Ye�] No❑ Not Applicable Attach additional sheets if necessary 4 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. R1 Yes ❑ No ❑ Not Applicable S 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. 1 Yes No ❑ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. F] Yes El No© Not Applicable �_ Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No f Not Applicable I )6? ' �, o PREPARED BY ( E\ TITLE DATE ��'(