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HomeMy WebLinkAboutTR-10688 Glenn Goldsmith,President s®Ur Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoskif Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples y® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 s' day of construction Y2 constructed When project complete, call for compliance inspection; Glenn Goldsmith, President *®F SO(/,' Town Hall Annex V� �®A. Nicholas Krupski,Vice President ,`® �® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Elizabeth Peeples • �® Fax(631) 765-6641 c4liNTY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 20, 2024 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: FERRY VIEW, LLC (Contract Vendee) RESERVOIR ROAD, FISHERS.ISLAND SCTM# 1000-9-8-1 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, December 18, 2024 regarding the above matter: WHEREAS, En-Consultants on behalf of FERRY VIEW, LLC (Contract Vendee) applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated September 11, 2024, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator 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 December 18, 2024, at which time all interested persons were given an opportunity to be"heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, z WHEREAS, the proposal complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that 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 FERRY VIEW, LLC (Contract Vendee)to construct a 2.5 story, 2,470sq.ft. single-family dwelling with +225sq.ft. and +950sq.ft. attached decks and +615sq.ft. unenclosed, grade-level masonry terrace; construct a two-story, +1,630sq.ft. accessory garage; install stormwater drainage system and I/A OWTS sanitary system; install a 4'x4' outdoor shower enclosure, buried utilities, and gravel driveway/parking; and to establish and perpetually maintain a 25-foot wide non-disturbance buffer area along the landward side of the top of bluff which is to remain naturally vegetated and undisturbed; all as depicted on the site plan prepared by CHA, received on September 11, 2024, and stamped approved on December 18, 2024. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very u yours, " - Glenn Goldsmith President; Board of Trustees •� 6r S fin• ,G;y r• ;r� •y1• �°'-g,, t, ,�.,,a�, S°-`� -'�• °_•V�o yov�,�s� \�..'fi'i •�.o '{ •`s• ,:.. •r«'''A4kr; „S4'�'.SY�''"r'°�k'''''«.. r" s;U1'c ' ...r,e,yyv5'nvnvmvc.:e�•wxmry - .4 '.,�..f7F..2,.�i3"Sd:r'!'S.33u..'�'%.r.1Lx'".,.r'�:4:US.2.�YJ,..».2,6.Aw12�.!•+lt�Smvi.TsWGtis+y';r;;p.!r, 'g;yva •r ,,m... ,.. '�'.4Xi's''#G'�llS�':'S4< w.'�34�i' TEy'r�r'.�',.3°�'�r° ;'( BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK ` PERMIT zy NO. 10688 DATE: DECEMBER 18,2024 ISSUED TO: FERRY VIEW, LLC (Contract Vendee) PROPERTY ADDRESS:, RESERVOIR ROAD FISHERS ISLAND SCTM# 1000-9-8-1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the'Town Code of the Town of Southold and in x accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 18,2024, and in consideration of application fee in the sum of$1,250.00 paid by Ferry View.LLC and subject to the y } Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits G the following: a� Wetland Permit to construct a 2.5 story, 2,470sq.ft. single-family dwelling with a - F +225sq.ft. and +950sq.ft. attached decks and +615sq.ft. unenclosed, grade-level _ masonry terrace; construct a two-story, +1,630sq.ft. accessory garage; install =?1' °-•• ,0 stormwater drainage system '.�g y m and I/A OWTS sanitary system; install a 4 x4 outdoor :,. shower enclosure, buried utilities, and gravel driveway/parking; and to establish and r perpetually maintain a 25-foot wide non-disturbance buffer area along the landward � J,' l side of the top of bluff which is to remain naturally vegetated and undisturbed; all as depicted on the site plan prepared by CHA, received on September 11,2024, and stamped approved on December 18,2024. .f v` IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. .01 .... cms� --� w ,�i. � �•' .c .L�rJ.' �� -;,,,t,..t:' _ ^,,n.i'' it _rJ. +m•r!a_ - t 1 u a -•,r,,. - .., ;.s ..r "'kQ .t °8'.:'`F `�c°a a•1�gx., gJ�� rg ;,�''.` TERMS AND CONDITIONS The Permittee Fen View,LLC(Contract Vendee),Reservoir Road 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 36 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Drawing Copyright 02015 J 33 Wilbur Cross Way,Mansfield,CT 06268 ` 101 East River Drive, 1 st Floor QHAY East Hartford,CT 06108 p� HARBOR 860-885-10551 www.chacompanies.com y / \ SITE qk- �• CFf15ELED CROSS ELIZABETH IN ROCK(NOT FOUND) FIELD POB IN DE5CRIPTION AIRPORT POOL EQUIPMENT 1 / I CONC. COVER �O I CHARLESNF.FCARROLL c �� Sov TOPOGRAPHIC FOR: SINGLE FAMILY RESIDENCE 1 ' � 'moo• � C qIN LINK ' (MUNICIPAL WATER & ON—SITE SEPTIC) g�.° FERRY VIEW LLC I I I l l ll�I C SHED FEN U.5.C.G.1 ll l BRA55 SURVEY LOCATION MAP SCALE 1 "=1000' RESERVOIR ROAD MARK A FISHERS(NOT FOUND) NEW YORK ISLAND, �l 1 ' 1 / Q I I II II l ll ' / \ BOX PSTER �.� MAP REFERENCES " 77 z" w� I ' I 1.) SURVEY MAP PREPARED FOR UNION FREE SCHOOL DISTRICT 4 RESERVOIR ROAD, FISHERS ISLAND, N EW YORK, SCALE: 1"=40', DATE: 10/22/2005, BY CME ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC o/ ( I II I I \ I / 2.) SURVEY MAP PROPERTY TO BE CONVEYED TO CHARLES F. CARROLL, I II I Ill w l�i< I RESERVOIR ROAD, FISHERS ISLAND, NEW YORK, SCALE: 1"=40', DATE: 11' � I � ` � / 11/15/1993, BY CHANDLER, PALMER & KING � o I l i � � \ /., 41 I� _ II of NE(N LOU J l I 1 I i I I l \ P�� P. ej yo LC] m I I I '' ' \ 1. THIS SURVEY WAS PREPARED �G. �' ) ED FOR THE PARTIES AND PURPOSE INDICATED ,n - / o \ p HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO �- c / III I \ \ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE / \ \ ENGAGEMENT. 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, / UNLESS ACTING UNDER THE DIRECTION F A 5 ,-• ( I 0 LICENSED LAND SURVEYOR, TO 0 I / ALTER AN ITEM IN ANY WAY. k O / I\ 'i 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S `� SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF ` THE LAND SURVEYOR. IT IS A WLAVON of LAW FOR ANY PERSON.UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST.AND GEODEmC °N°N�ARCHITECT.LANDSCAPE AKHTECTORLAND U.S.C.G. DISK SURVEYOR TO ALTER AN 17EM IN ANY WAY.F AN ITEM BEARING THE �� (FOUND) SURVEY TRIANGULATION STATION "PROS" STAMPN�.A TEC LANDSCAPE ARa��OR ALTERING 36J \ / LAND S 65.1T10" E 5.) SITE I,�, IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, DATE aF sucH ALTERATON.AND A SPENITc DEscmPnoN SECTION 009, BLOCK 8, LOT 1. OF THE ALTERATION. • / / / //// // / �/} ,y � � \ 6.) DEED AP,EA TO M.L.W. = 2.40t ACRES. / / AREA TO M.H.W. = 1.73t ACRES /ry :'� . AREA TO COASTAL EROSION LINE = 51,250t SF 1.18f ACRES CPA C f� Ar N 1295.04 7.) SITE IS LOCATED IN R-80 ZONE. A;' W 5693.40 8.) PAGE 551 AT THE E OF THIS WAS NOT ABLE TO BE LOCATEDTHAT IS REFERENCED IN LIBER D MAPPED. ! FLOOD ZONE VE ELEV.-30 U.S.C.G. SCREW SHOWN ON FEMA FLOOD (FOUND) CE RATE MAP / �/ S INSURAN / / � 1 ( /' � 60• / ' 36103C0019H EFFECTIVE [' �(�r; 1 I // �'- Mry /� \ ,/ 1g• 9 25 2009 1 / * .00 �II I I11 I z i 1 / \ Q N\F I , IIII I I I I / CL RAFFERTY TRUST SINGLE FAMILY RESIDENCE N 94• 1 / Ill I `�`� MUNICIPAL WATER & ON—SITE SEPTIC s��� 1 1 ll li ( ) oo. lI w . 1 11111 �\� IIII � �—\\ Q � / It INO No. Submittal/Revision pd B Date Y r S CRETE / \ \ � \ 1 (NTT N 8 17'51• E� l l /III 1• v ) r ' w l l 1 I 0 46 57.E• LAG 5C IN CONCR LEGEND ND ' I CHI LED CR055 / /� (NOT FOUN (� 1 �� E IN f�QCK N NS�.� / ILd PROPERTY LINE (NOT FDUt�(D) / 3�00• / I ABUTTE S LINE —— \\ SS90• i-� \ EDGE OF PAVEMENT EDGE OF GRAVEL / I i N t DRIVEWAY BRUSH LINE COASTAL EROSION HAZARD ^ -' OVERHEAD WIRES o/W AREA LINE SHEET 49—Fl OF 49 \ 50' N\F NOW TORPOFORMERLY IF F \ FWFI 2020 NOMINEE TRUST UTILIFIRE HYDRANT TOWN OF SOUTHOLD SINGLE FAMILY RESIDENCE BOUNDARY POINT o EXISTING CONDITIONS VACANT LAND ( ` (MUNICIPAL WATER & ON—SITE SEPTIC) N 89'25'20" W I 30 15 0 30 U.S.C.G. DISK \� ELECTRIC BOX GRAPHIC SCALE IN FEET i -� I, Designed By: Drawn By: Checked By: (FOUND) �\ & METER �;J ZBC CB LI LJ � S E P 1 1 2024 Issue Date: Project No: Scale: 1 5/18/2023 082079 1"=30' •WV 1 �, .,,..0 \ Board of TrUSteP.S Drawing No.: SHEET 1 OF 1 I > NSIONAL REQUIREMENTS DrawingCopyright82024 C IME R-80 ZONE ` ZONING CRITERIA REQUIRED PROVIDED LOT SIZE 80,000 SF ±104,544 SF (SEE NOTE 7) I' LOT WIDTH 175 FEET 249.95 FEET LOT DEPTH 250 FEET f360 FEET 400 Capital Boulevard,Suite 301 j HAY � Rocky Hill,CT 06067 FRONT YARD SETBACK 60 FEET 40 FEET* / to HARBOR � \\/"_ 860-257-4557 I VInvw.chacompanies.com SIDE YARD SETBACK 20 FEET MIN. / 45 FEET COMBINED 23.9 FEET O -` NY Certificate of Authorization#0021745 Q �I REAR YARD SETBACK 75 FEET >75' FEET y co SETBACK TO TOP OF BLUFF 100 FEET 80 FEET* LOT COVERAGE 20% f8.9% (SEE CALCULATIONS) 35 FEET PEAK ROOFS ±34 FEET 2 INCHES / J BUILDING HEIGHT ( ) SITE NUMBER OF STORIES 2.5 2.5 MAXIMUM GROSS FLOOR AREA t5,660 SF (SEE CALCULATIONS) t4,700 SF rt *SETBACKS RELIEF TO REQUIRED SETBACKS WAS GRANTED BY THE TOWN OF SOUTHOLD ZONING BOARD OF APPEALS ON DECEMBER 21, 2023 (ZBA FILE #7854). / ELIZABETH LOT COVERAGE FIELD AIRPORT SITE DEVELOPMENT PLAN BUILDABLE LAND AREA = I w LOT AREA (t104,544 SF) - AREA SEAWARD OF CEHA (t53,294 SF) = t51,250 SF PREPARED FOR 0 50�a0 BUILDING AREAS / / �o FERRY VIEW LLC 1 � HOUSE = f2,470 SF e�,00 RESERVOIR ROAD DECKS = t1,175 SF ' / GARAGE = ±910 SF ' FISHERS ISLAND, NY TOTAL = t4,555 SF PROPOSED 25' WIDE NON-DISTURBANCE �\ LOCATION MAP SCALE 1 "=1000' BUFFER ADJACENT TO BLUFF TO REMAIN NATURALLY VEGETATED AND UNDISTURBED ' APPROXIMATE LIMIT OF 4,555 SF / 51,250 SF = t8.9% s\ l GROUNIDGDISTURBANCE MAXIMUM GROSS FLOOR AREA f42,500 SF MAP REFERENCES BUILDABLE LAND AREA = t51,250 SF I 1. SURVEY MAP PREPARED F PURSUANT TO SECTION 280-207.A.1.e, LOTS UP TO 80,000 SF ARE ALLOWED J I ) OR UNION FREE SCHOOL DISTRICT 4, RESERVOIR I ROAD, FISHERS ISLAND, NEW YORK, SCALE: 1"=40', DATE: 10/22/2005, BY CME 5,100 SF PLUS 5% OF THE LOT AREA IN EXCESS OF 40,000 SF Q I PROVIDE 500 GALLON BURIED PROPANE TANK ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC (J) / WITH POLYETHYLENE SERVICES TO RESIDENCE / (51,250 SF - 40,000 SF) * 5% = 562.5 SF CD de GARAGE (COORDINATE WITH PROPANE 2.) SURVEY MAP PROPERTY TO BE CONVEYED TO CHARLES F. CARROLL, 5,100 SF + 562.5 SF = 5,662.5 SF 0 PROVIDER AS REQUIRED) / RESERVOIR ROAD, FISHERS ISLAND, NEW YORK, SCALE: 1"=40', DATE: 0 / 11/15/1993, BY CHANDLER, PALMER & KING I LU � I Q TEST HOLE DATA . OBSERVED BY: PETE PARENT, P.E. (CHA) �/ 0 �\ �0� NEw 05/31/2024 as PROVIDE DUPLEX PUMP CHAMBER 1. THIS SURVEY WAS PREPARED F R M. P y0 0"-15" TOPSOIL I Q \ (LIBERTY PRO680-SERIES OR EQUAL) HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO � qRF 15"-44" LOAMY SAND SUBSOIL (SW) / \ \ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE 2� MEDIUM AND WITH GRAVEL SW / ENGAGEMENT. cc 44 90S ( ) PROPOSED 2 STORY, w WATER ENCOUNTERED ® 90" l \ 1.630 SF. GARAGE APPROXIMATELY 250 CY OF EARTHEN 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, ? ? SEASONAL HIGH WATER BELOW ELEV. 21 / / \ FF EL-28.75 N EXPECTED �U / \ TOF EL=29.50 MATERIAL OBTAINED FROM ON-SITE UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO SOIL CLASSIFICATIONS ' \ EXCAVATIONS TO BE USED FOR PROPOSED ALTER AN ITEM IN ANY WAY. ,off 99,3 OF( S GRADING (TYP) ES t0 ReB - RVVERHEAD VERY STONY SANDY LOAM 3-8% SLOPES l PROVIDE SYSTEM CONTROLS do ALARM 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S tx* MOUNTED TO BUILDING EXTERIOR SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR PROVIDE FUJI CEN 10 WASTEWATER 0 PROVIDE WEATHER PROOF ENCLOSURES . IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE I/A SEPTIC SYSTEM FOR 7 BEDRO / ' AS REQUIRED (TYP) ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL / 101.7 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC; ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND TREATMENT SYSTEM (SEE DETAIL / , PROVIDE 2 L.F. 4" C.I. PIPE BETWEEN HOUSE AND CLEAN-OUT. / (ALL COMPONENTS TO BE HARD WIRED) SURVEYOR TO ALTER ED PRO E ANY WAY. AN ITEM BEARING THE PROVIDE 2 L.F. 4" C.I. PIPE BETWEEN GARAGE AND CLEAN-OUT. 23.9' SURVEY TRIANGULATION STATION "PROS" STAMP OF A LICENSED PROFESSIONAL IS ALTERED,THE ALTERING LOCATE CLEAN-OUTS 2' FROM FOUNDATION WALL. PROPOSED t95O SF \ �� ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT Al LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION'ALTERED BY FOLLOWED BY THEIR SIGNATURE,THE 5.) ELEVATIONS ARE BASED ON NAVD 88. DATE Or SUCH ALTERATION,AND A SPECIFIC DESCRIPTION PROVIDE FUJI CLEAN WASTEWATER TREATMENT SYSTEM - MODEL CEN 10 ATTACHED DECK 1 WITH 90 DEGREE INLET ADAPTOR (1000 GPD CAPACITY - MAXIMUM 9 BEDROOMS) / CV 0�2 of THE ALTERATION. ro �S t 6.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 100(0, 0 PROVIDE TWO ROWS OF FIVE 30" CONCRETE GALLERIES / �,L ry� " SECTION 009, BLOCK 8, LOT 1. (10 GALLERIES AT 51 SF PER UNIT PROVIDE 510 SF OF SIDEWALL AREA) 86 J ADDITIONAL CAPACITY IS PROVIDED TO ACCOMMODATE 1 ADDITIONAL FUTURE BEDROOM 9� / © ' 7.) DEED AREA . M.L.W. = 2 ACRES ACRES. WASTEWATER TREATMENT SYSTEM SHALL VENT THROUGH THE SEWER PIPE. A HOUSE PROPOSED t615 SF. / r AREA TO M.H.W. L 1ROSI ACRES TRAP SHALL NOT BE INSTALLED UPSTREAM OF UNIT. NO ADDITIONAL VENTING IS GRADE-LEVEL. 898, �\/8s, A ' N 1295.04 AREA TO COASTAL EROSION LINE = 51,250f SF (1.18f ACRES) UNENCLOSED MASONRY .61 W 5693.40 REQUIRED TERRACE / h TH 8.) SITE IS LOCATED IN R-80 ZONE. INVERT ELEVATIONS- 0 / 9.) AT THE TIME OF THIS SURVEY AN EASEMENT THAT IS REFERENCED IN LIBER OUTLET AT HOUSE - 28.25 / PROVIDE FUJIMAC 15OR11 BLOWER 7607 PAGE 551 WAS NOT ABLE TO BE LOCATED AND MAPPED. - OUTLET AT GARAGE 28.25 ' A I ( IN VENTED ENCLOSURE ON ADAPTOR INLET - 27.78 ADAPTOR OUTLET/TANK INLET - 27.61 I \ CONCRETE PAD I / A,o INSTALL PER MANUFACTURER'S TANK OUTLET - 27.45 RECOMMENDATIONS LEGEND PUMP CHAMBER INLET - 27.35 PROVIDE do MAINTAIN A CONTINUOUS LINE OF PUMP CHAMBER OUTLET - 27.35 SILT FEN THROUGHOUT CONSTRUCTION \ PROVIDE �4 SCH 40 PVC AIR LINE TO BLOWER E DISTRIBUTION BOX INLET - 29.22 (TYP. SEE DETAIL) \ INSTALL PER MANUFACTURER'S RECOMMENDATIONS PROPERTY LINE DISTRIBUTION BOX OUTLET - 29.05 y 13.95 ' •° 45.4' © � PROPOSED t4'x4' OUTDOOR SHOWER ABUTTERS LINE LEACHING GALLERY INLETS - 2 80.0' 4 / CONSTRUCTED OVER A GRAVEL BASE EDGE OF PAVEMENT BOTTOM OF LEACHING GALLERIES - 27.00 Ln 1.8 do DISCHARGING TO DRYWELL / \ ° ' ^ EDGE OF GRAVEL -- - DRAINAGE CALCULATIONS I I EXISTING CONTOUR - 60 -- PROPOSED ±225 SF PROPOSED CONTOUR 60 PROPOSED ROOF AREA = 3,630 SF (HOUSE) I 81.2 92.5 '� © ATTACHED DECK BRUSH LINE 910 SF (GARAGE) I fir, OVERHEAD WIRES o w /PROPOSED DRIVEWAY AREA = f3,775 SF ❑ PROVIDE CONCRETE NOW OR FORMERLY N/F DEN WASHOUT PIT UTILITY POLE -�- PROPOSED MASONRY PATIO AND WALKWAY AREA = f1,160 SF i.. © ° (SEE DETAIL) FIRE HYDRANT PROPOSED 2.5 STORY 80 3• M Q I BOUNDARY POINT 0 PROVIDE POLYETHYLENE WATER SERVICE t4,700 GFA. SINGLE No. Submittal/Revision pp'd By Date DRY WELLS ( REQUIRED = 9,475 SF X 2 IN/12 IN/FT = 1,579 CF FAMILY RESIDENCE -COORDINATE ASEQU RED (TYP)FISHERS ISLAND WATER COMPANY FF EL 31.75 / `� �o c� �0 1,579 CIF TOF EL=t30.84 / 50.26 CF/VF = 31.42 VF REQUIRED a- TOF EIGHT (8) 8'0 X 4' DEEP DRY WELLS / r y 44.7' - / 36 PROVIDE UNDERGROUND ELEC/TELE/bATA SERVICES APPROVED BY r- ' f '�, In COORDINATE WITH FISHERS ISLAND UTILITIES 1 Li REQUIRED (TYP) BOARD ' In i 1 OW F II�USTEES w j W TOWN OF SOUTHOLD Lv n (n PROVIDE GRAVEL DRIVEWAY do `ni PARKING AREAS (TYP) DATE 1�1 10) `1 - Q COASTAL EROSION HAZARD ROOF DRAIN OUTLET AREA LINE SHEET 49-FI OF 49 0 0.5% MIN. - z PROVIDE DRY WELL w FOR XR4OOF RUNOFF I PROPOSED 01 (TYP. SEE DETAIL) I SITE PLAN 0 1 0 0 LOAM, SEED do STABILIZE ALL ' rc ' DISTURBED AREAS (TYP) fl I'a I i 6 Designed By: Drawn By: Checked By: f E 0 PROVIDE DISTRIBUTION BOX (SEE DETAIL) I 6'.-- - i; PMP PMP PROVIDE TWO ROWS OF FIVE S E P 1 1 2024 Issue Date: Project No: Scale: CONCRETE LEACHING GALLERIES / I 1-1 (TYP. SEE DETAIL) L 1 09/05/2024 087518 1"=30' 50% EXPANSION AREA Board of Drawing No.: Ld 30 15 0 30 GRAPHIC SCALE IN FEET SHEET 1 iu Drawing Copyright 0 2024 N GRADE c a C INLET PIPE �,�°°I^' SDR-35 O 1x L. CONCRETE COVER (TV) CHAMBER Volume(gal) Sedimentation Chamber 400 Capital Boulevard,Suite 301 1 Anaerobic Filtration Chamber 556 EEN 3 Aerobi Contact Filtration Chamber 248 __ __ ------M, A— c 4 FUJIMAC 150RII I o ————— ——_ g Rocky HIII,CT 06067 SCUM BAFr L _ —� "4 Clarification Chamber 125 I BLOWER 4 PIPE TO 860-257-4557 1 www.chacompanies.com ra Disinfection Chamber 11 I MW GALLEY ®® Total Volume 1 1.498 -=-"Q ALARM ( ®® ( ®® pt�� NY Certificate of Authorization#0021745 SPECIFICATIONS --- J v �f © ECIRCULATION Anaerobic Media PP/PE 1 FUJI CLEAN AIR LIFT PUMP Board Type Aerobic Media PVC I PP/PE NEMA 4X I to SmreCT,ON Aerobic Media PP/PE I ®®®®®®® I N CYLINDER(OPTIONAL) CONTROL PANEL Blower 5.3 cfm % "OUTLET PIPE Tank FRP MAIN PANEL ®®®®®® }7 Piping PVC/PP/PE 4"INLET PIPE ( I ®®®®®® !A 4604—fl Access Covers Plastic/Cast Iron F' -`s• Disinfectant(Optional) Chlorine Tablets 7—6 WIRING SCHEMATIC w Q "EFFLUENT r� AIR Ll"PUMP NOT TO SCALE 8,-0" COARSE SAW-GRAVEL(SW) Z INLET RAFFLE- p a CONCRETE 40" LEACHING GALLEY VQ10UNWA7M JL4' x8' x30"�, LOW BAFFLE 3/4'Al.AIR INTAKE (CLEANING OPENING) B a ••T N 0 SCALE RECIRCULATION PIP --— — FLOW OPENING(TYP. NOTES: SITE DEVELOPMENT PLAN I 1. BASIS OF DESIGN IS 30' GALLERY AS MANUFACTURED PREPARED FOR ' I I�7 71 I BY JOLLEY PRECAST, DANIELSON, CT. 24"ACCESS COVER I I _ I I 20-ACCESS COVER 20'ACCESS COVE 24"ACCESS CCVE IS!NFECTIOIV y (TYP) (T(P) (TYP) CYLINDFRIOPTIONAL) •-.I I ..� is�( ( '. DESIGN NOTES 2 4�'(��x�s' x 30' UNITS PROVIDE 51 SF OF SEDEMfALL FERRY VIEW LLC LOW OPENING •�•�` � UNIT" a I f. - _ I : 1) EIGHT OUTLETS AND THREE INLETS RESERVOIR ROAD ,'-5" aONTAOARD MEDIA N I I .i ( . I I 2) INLET AND OUTLETS HAVE STATE FISHERS ISLAND, NY /J"-:�\ I I' APPROVED SEALS THAT ACCEPT I I�` � I 3 3) REIN FORCED WITH #3 BARS I tI 4) CONCRETE STRENGTH 4WD PSI ECIRCULATION .I I• MIN. 28 DAYS ® AIR IIFT PUMP E'S A EROB'C MEDIA ® © PROPOSED ROOF LEADER ERATION ASSEM"LY M RESIDENCE -------_—_—"-�--- r / . ` I 6' PVC WYE OVERFLOW SECTION A-A VIEW SECTION B-B VIEW _ ,. .. Fu)Oean USA r ( �� ( (� � r (� � r j I r r� 1 \r/ r � 1 I Tp P CLIT VC MIN. 6" SOIL Cowl \ \ \ \ \ VER DRYWELL V N I A- I CONCRETE FRAME&GRATE AS CATCH CEN-10 FILTER FABRIC INDICATED ON SITE PLAN Structural Drawing OF NE�Y DATE: 04/15/2022 SCALE: 3/8"=1' �` • �' ' ''- '+ '• : -;' a M. P., ` 90"BEND 2" 6• SDR 35 PVC ® 0 SLOPE AS REQUIRED O ® 0 0 0 a °i W O 0 0 0 0 I* STONE OR a 2 SCREENED GRAVEL @ ® ® 0 0 OA �3953� DISTRIBUTION BOX W BAFFLE 1' 6• NOT TO SCALE STORMWATER DRYWELL DETAIL 10• RO�E:�S10' A NOT TO SCALE IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS TIEY ARE ACING UNDER Mf DREC110N OF A LICENSED PROFESSIONAL RrnslaNs LAND SIAtIlEYOR��Tll ALIE AN I O/ Y AN EY LANDSCAPE AROFM�BEAFM TIE RFV DESCRIPTION DATE APPROVED STAMP W A Its PRO19ES9ptAl 6 ALTERm,THE ALTERING EN(NNIM ARMLANDSCAPE AROR FUJICLEAN CEN SERIES s SHsr�N AP IM DOMMENr A Wl..UDEE11HE MODELS AS PREVIOUSLY NOTATON ALTt7tED WY'FOLLOWED BY TIER SIGNATURE,TILE DATE OF SIIW ALTI]1ATON,NO A SPECIFIC DESC1tPTON APPROVED FOR USE BY SCDHS . OF TIE ALTERATION. b � � TM 0 U _ . Toward Clean Water... ALL MATERIALS SCHEDULE 40 PVC (TYP) I WOVEN WIRE FENCE (MIN. 14 a CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE GAUGE W MAX. MESH 6"SCHEDULE 40 END CAP ADAPTER FROM ABOVE (TYP) SPACING) ADAPTER&PLUG(TYP). MUST INSTALL CLEANOUT TO GRADE IN -�-4'87 T 0' MAX CENTER „ ACCORDANCE WITH ®-4.53"� SCDHS STANDARDS(SEE O CENTS FENCE MIN. LENGTH INSTALLATION GUIDANCE a .a II R FENCE POSTS DRIVEN MIN. 16" NOTE 7). TOP VIEW WITH INTO GROUND DIMENSIONS(TYP) TOP VIEW(TYP) 06.24" I II STRAW BALE BINDER I HEIGHT OUTLET SOLVENT WELDED TO 6"SDR 35 PVC RISER a STI WIRE /\\\ \ I OF FILTER PLA C LINING \ \ \ \ \ 4 „ 4"LONG STUB OF 4"SCHEDULEAll = 16 MIN. 40 PIPE CONNECTED TO FUJI UP It PIPING EXTENDED NATIVE MATERIAL \/\\�\ CLEAN CEN UNIT(TYP) LENGTH VARO S NP) (OPTIONAL) 90 DEGREE LATERAL INLET VIEW(TYP) WOOD OR NOT TOSECTIONSCALE / 6" MIN. 3 INLET PORT th METAL STAKES ADAPTER ALL A (2 PER BALE) PERSPECTIVE VIEW PORTS ARE U 4" OPENINGS (TYP) 7.03^ 6.55" SIDE VIEW WITH WOVEN WIRE FENCE (MIN. 14 III 6.23" DIMENSIONS(TYP) B 10' MIN. - B 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH Z 1.97" 36" MIN. FENCE POST o No. Submittal/Revision pp'd By Date 3 4.87"SIDE VIEW(TYP) VARIES GRO NDRBED a O i FLow--� 11 4.53" � EXTRA INLET 7.34" ,n CAPPED VIA Go 4"SCHEDULE 4 Installation Guidance FuJiClean Schedule 40 PVC 90-Degree Inlet Adapter COMPACTED SOIL\/�� ��\ to ADAPTER& PLUG 1.The FuijiClean 90-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet.All of these will accept standard , EMBED FILTER CLOTH � a W r- OR CAP(TYP) schedule 40 fittings. \\ \ \ �\ 00L PLASTIC STRAW BALE A MIN. OF 6" IN GROUND �\\��\��/ t° / 2.The top of the inlet adapter has a 6"opening that can be fitted with a 6"SDR riser pipe and cap as a dean out. LINING PLAN (TYP) fn 4" LL J 3.Any unused entry ports on the FujiClean inlet adapter shall be capped with a 4"schedule 40 adapter&plug,or a Schedule 40 slip NOT TO SCALE W cap that is solvent welded to a short stub of pipe inserted and solvent welded into the adapter port. OONCREIE WASHOUT PIT �+ MEW OUTLET SOLVENT WELDED TO 4" 4.The lateral entry adapter shall be secured to the FujiClean unit using a 4"long stub of 4"schedule 40 pipe that is solvent welded SECTION VIEW into the adapter outlet end and FujiClean inlet so that the adapter fits flush on the FujiClean unit. NOTES: LONG STUI3 OF 4"SCHEDULE 40 / 5.The installer shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to support the bottom of 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL PIPE CONNECTED TO FUJI CONSTRUCTION SPECIFICATIONS Z CLEAN CEN UNIT(TYP) the adapter and prevent any settling or strain on the adapter or FujiClean unit. CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING 6.Metal fittings,pipe,and caps are NOT to be used for installation of the adapter. PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH 7.Must install a cleanout to grade in accordance wth the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T- OR "U" TYPE SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES"and the"STANDARDS FOR APPROVAL / OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM OR HARDWOOD. Z PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES 0 8.The following are instructions on how to make a solvent weld for attaching piping to the FujiClean lateral entry adapter. 75% OF ITS CAPACITY. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH o 1. Square pipe ends,chamfer and remove all dirt. 3. INSPECT PIT PRIOR To EACH USE TO ENSURE CONTAINMENT TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE j .I 2. Check dry fit of pipe and fitting.Pipe should easily go 1/3 of the way into the fitting.If pipe bottoms,it should be snug. WOVEN WIRE, 6" MAXIMUM MESH OPENING. CONSTRUCTION O) 7 -- ` 3. Use a suitable applicator at least%the size of the pipe diameter.For larger size pipe systems,use a natural of wnsH WATER. DETAILS O bristle brush or roller. ' 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY p/ 4. Clean pipe and fitting with a listed primer.(Do not use primer on ABS pipe and fittings.Use Clear Cleaner only.) O LATERAL 3 INLET PORT 5. Apply liberal coat of cement to pipe to the depth of the socket;leave no uncoated surface.o OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH � ADAPTER ALL PORTS 6. Apply a thin coat of cement to the inside of the fitting;avoid puddling of cement. SHALL BE EITHER FILTER X. MIRAFI 1 OOX, STABILNKA T140N, OR APPROVED ARE 4"OPI_N I NGS Puddling can cause weakening and premature failure of pipe or fitting.Apply a second coat of cement to the pipe. to - 7. Assemble parts QUICKLY.Cement must be fluid.If cement surface has dried,recoat both parts. EQUIVALENT. r- (TYP) B. Push pipe FULLY into fitting using a'/.turning motion until pipe bottoms. Do O 9. Hold pipe and fitting together for 30 seconds to prevent pipe push-out-longer at low temperatures.Wipe oft excess. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPR _ Designed By: Drawn By: Checked By: / 10. Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 degrees �r Fahrenheit before pressure testing up to 180 psi.Longer cure times may be required at temperatures below 60 degrees EQUIVALENT. ! tt j _ Fahrenheit or with pipe above 3 inches.DO NOT TEST WITH AIR. D PMP PMP 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL Issue Date: Project No: Scale: Z NOTE:The set up/cure time is dependent on several factors.The pipe size,socket fit,ambient temperature, % FUJICLEAN CEN SERIES relative humidity,solvent cement used and the system operating pressure should all be considered when determining set up cure times. REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 09/05/2024 087518 AS NOTED MODELS AS PREVIOUSLY SCDHS Approval for Use Page 1 of 1 S E P 1 1 202.4 APPROVED FOR USE BY SCDHS SIZE 05DATE D AYJiNG LE RCV Drawing No.: SILT FENCE � 05.24.2023 FUJICLEAN INLET ADAPTER 9 g O SCALE None sR Er 1 DRAWN MD Jam.....-.-.� NOT TO SCALE Board of Trustees SHEET 2 Iz SOUTH�OL'D TRU NO. 1 0 6 g g Issued To 060 �e �� v�e,,,� L�-�- , Date. � �_ Addrew . ..THIS. NOTICE MUST BE DISPLAYED DURING CONSTRfJCT10N TOWN TRUSTEES OFFICE,TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.i 765.1892 Glenn Goldsmith,President �o��SUFFO(,��oGy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski W ? P.O.Box 1179 Liz Gillooly �y • �!� Southold,NY 11971 Elizabeth Peeples �01 �� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: En-Consultants on behalf of FERRY VIEW, LLC (Contract Vendee) requests a Wetland Permit to construct a 2.5 story, 2,470sq.ft. single-family dwelling with +225sq.ft. and +950sq.ft. attached decks and +615sq.ft. unenclosed, grade-level masonry terrace; construct a two-story, +1,630sq.ft. accessory garage; install stormwater drainage system and I/A OWTS sanitary system; install a 4'x4' outdoor shower enclosure, buried utilities, and gravel driveway/parking; and to establish and perpetually maintain a 25-foot wide non-disturbance buffer area along the landward side of the top of bluff which is to remain naturally vegetated and undisturbed. Located: Reservoir Road, Fishers Island. SCTM# 1000-9-8-1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples �u Drawing Copyhght 0 2015 If 33 Wilbur Cross Way,Mansfield,CT 06268 101 East River Drive, 1 st Floor �2 HAY East Hartford,CT 06108 HARBOR 860-885-1055 1 www.chacompanies.com / SITE �e `��• CMISELED CROSS/ EL IZABETH s8 IN ROCK(NOT FOUND)I FIELD POD IN DESCRIPTION / POOL EQUIPMENT AIRPORT / CONC. COVER �O CHARLESNF FCARROLL o �� Sov I! TOPOGRAPHIC O I AP PREPARED FOR moo SINGLE FAMILY RESIDENCE . ' • �I II �� 1 AIN LINK (MUNICIPAL WATER & ON—SITE SEPTIC) g� FERRY VIEW LLC �ENC SHED U.5.C.G.BRASS SURVEY LOCATION MAP SCALE 1 "=1000' MARK A RESERVOIR ROAD II' I (NOT FOUND) FISHERS NEWYORKND, 'I � l DUMPSTER I N I 11 II \ BOX \ ' �r22. MAP REFEREP4CES I I I 112 w�� 1. SURVEY MAP PREPARED FOR UNION FREE SCHOOL I ' I ) DISTRICT 4, RESERVOIR ROAD, FISHERS ISLAND, NEW YORK, SCALE: 1"=40', DATE: 10/22/2005, BY CME ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE P LLC I o/ I I III I I \ I / 2.)I SURVEY MAP PROPERTY TO BE CONVEYED TO CHARLES F. CARROLL,I RESERVOIR ROAD, FISHERS ISLAND, NEW YORK, SCALE: 1"=40', DATE: 11/15/1993, BY CHANDLER, PALMER & KING I z :j lI lIei I II IIIII IIIIIIIJR b •� It J Z \ \ NOTES% o pF NE IN y0401 W 0j I I I '' ' \ � 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AN p / J I c� \ ) D PURPOSE INDICATED J Q / // I \ \ '0�'L HEREON. ANY/ EXTENSION BEYOND THE PURPOSED AGREED BETWEEN THE CL ENT AND THE SURVEYOR EXCE DS THESCOPEOF TO THE ENGAGEMENT. '�� I '� Ilk 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, C� �—� aA,y ec t _O UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR TO 5 r� 0 '� 510� J ALTER AN ITEM IN ANY WAY. 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE AND SIG L NATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. IT IS A VIOLATION OF LAM FOR ANY PERSON,UNLESS THEY ARE ACING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST,AND AND GEODE-RC ENGINEER,ARCHITECT,LANDSCAPE ARCNLTECT OR LAND U.5.C.G. DISK SURVEYOR To ALTER AN HEM N ANY MAY.IF AN ITEM BEARING THE (FOUND) SURVEY TRIANGULATION STATION "PROS" STAMP OF A LICENSED PROFESSIONAL IS AL7ERED,THE ALTERIN J / ENGINEER ARCHnECT LANDSCAPE ARCWM ND I OR LA '�--- SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION'ALTERED BY FOLLowm BY THEN 9GNATURE,THE 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION 4 95�'17 10 E SECTION 009, BLOCK 8, LOT 1. OF THE ALTERATION. lN/i l/ ) __ /� � \ / � 6 ) AREA TOEM.H.W.M=L1W73 2'40t ACRES. t ACRES +Izo AREA TO COASTAL EROSION LINE = 51,250f SF 1.18f ACRES 013 fA � N 1295.04 7.) SITE IS LOCATED IN R-80 ZONE. W 5693.40 l 8.) AT THE TIME OF THIS SURVEY AN EASEMENT THAT IS REFERENCED IN UIBER 7607 PAGE 551 WAS NOT ABLE TO BE LOCATED AND MAPPED. ! FLOOD ZONE VE ELEV.-30 / / // //// / / / SCREW SHOWN ON FEMA FLOOD / (FOUND) l/ INSURANCE RATE MAP / s0•l g 36103CO019H EFFECTIVE � Cv 9/25/2009 � /* Ill � c6 Yo 1 / 2 ��, N\F III ►► / \ CL RAFFERTY TRUST SIN GLE FAMILY RESIDENCE N 94• I I / IIII MUNICIPAL WATER & ON—SITE SEPTIC ( ) 00� w . I // // I�IIII I •�/ \ \ � \ "Sod / l IIII I —� Q I No. Submittal I Revision ' Date I l ll I I ' r IN CO CONCRETE / \ 1 APPd BY (N -�T FMND� 1 \� N 8717'S1�-E—" 111 ll / H �10 ._- I 'IIII I O 46 Sao_ cr_ LAG 5C I IN CONC LEGEND ' I C\ LED CR055 / /��— T (NOT FOUND CC I , IN 1�'OCK N s / I I 3,b (NOT FOLJI>jD) / 0; / I PROPERTY LINE —— S \ ABUTTERS LINE S90• \ EDGE OF PAVEMENT EDGE OF GRAVEL — / I I U I DRIVEWAY BRUSH LINE COASTAL EROSION HAZARD ( -' OVERHEAD WIRES o/w AREA LINE SHEET 49-Fl OF 49 \ 50' N\F NOW OR POLE N FORMERLY NIF F \ FWFI 2020 NOMINEE TRUST FIRE HYDRANT TOWN OF SOUTHOLD SINGLE FAMILY RESIDENCE BOUNDARY POINT 0 EXISTING CONDITIONS VACANT LAND (MUNICIPAL WATER & ON—SITE SEPTIC) N 89'25'20" W 30 15 0 30 U.S.C.G. \ ELECTRIC BOX Designed By: Drawn By: Checked By: (FOUND) I �d\ & METER GRAPHIC SCALE IN FEET �; I ��? --- ZBC CB Issue Date: Project No: I � S E P 1 1 �+?d � scale: I L 5/18/2023 082079 1"=30' wv 1 oars f Drawing No.: Board SHEET 1 OF 1 E Drawing Copydght 0 2024 DIMENSIONAL REQUIREMENTSJ� R-80 ZONE ZONING CRITERIA REQUIRED PROVIDED -- LOT SIZE 80,000 SF ±104,544 SF (SEE NOTE 7) LOT WIDTH 175 FEET 249.95 FEET 400 Capital Boulevard,Suite 301 LOT DEPTH 250 FEET f360 FEET HAY 860 257 455ky Hill,C 0606/ Up HARBOR - I panies.com FRONT YARD SETBACK 60 FEET 40 FEET* NY Certificate of Authorization#0021745 SIDE YARD SETBACK 20 FEET MIN. / 45 FEET COMBINED 23.9 FEET REAR YARD SETBACK 75 FEET >75' FEET co SETBACK TO TOP OF BLUFF 100 FEET 80 FEET* LOT COVERAGE 20% t8.9% (SEE CALCULATIONS) y BUILDING HEIGHT 35 FEET (PEAK ROOFS) ±34 FEET 2 INCHES SITE NUMBER OF STORIES 2.5 2.5 MAXIMUM GROSS FLOOR AREA t5,660 SF (SEE CALCULATIONS) t4,700 SF *SETBACKS RELIEF TO REQUIRED SETBACKS WAS GRANTED BY THE TOWN OF SOUTHOLD ZONING ETH BOARD OF APPEALS ON DECEMBER 21, 2023 (ZBA FILE #7854). EUZAB � FIELD LOT COVERAGE : AIRPORT SITE DEVELOPMENT PLAN BUILDABLE LAND AREA = PREPARED FOR / 1 LOT AREA (f104,544 SF) - AREA SEAWARD OF CEHA (t53,294 SF) = ±51,250 SF o SOJ�p BUILDING AREAS / / \5��a FERRY VIEW LLC 1 � HOUSE = f2,470 SF I oo RESERVOIR ROAD DECKS = f1,175 SF ' / 1\ GARAGE = ±910 SF ' FISHERS ISLAND, NY TOTAL = f4,555 SF PROPOSED DJ25' W E NON-DISTURBANCE LUFF LOCATION MAP SCALE 1 "=1000' BUFFER 4,555 SF 51,250 SF = t8.9% AND UNDISTURBED NATURALLY VEGETATED ' APPROXIMATE LIMIT OF / (TYP) \ CLEARING, GRADING & s\ I GROUND DISTURBANCE MAXIMUM GROSS FLOOR AREA f42,500 SF BUILDABLE LAND AREA = ±51,250 SF Q i MAP REFERENCES I 1. SURVEY MAP PREPARED FOR UNION PURSUANT TO SECTION 280-207.A.1.e, LOTS UP TO 80,�000 SF ARE ALLOWED J ) ON FREE SCHOOL DISTRICT 4, RESERVOIR I ROAD, FISHERS ISLAND, NEW YORK, SCALE: 1"=40', DATE: 10/22/2005, BY CME 5,100 SF PLUS 5% OF THE LOT AREA IN EXCESS OF 40,000 SF t� I Li PROVIDE 500 GALLON BURIED PROPANE TANK ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC WITH(51,250 SF - 40,000 SF) * 5% = 562.5 SF (0 co ' & GARAGE POLYETHYLENE NTE WITH PROP TO ANE o PROVIDER AS REQUIRED) / 2.) SURVEY MAP PROPERTY TO BE CONVEYED TO CHARLES F. CARROLL, 5,100 SF + 562.5 SF = 5,662.5 SF a RESERVOIR ROAD, FISHERS ISLAND, NEW YORK, SCALE: 1"=40', DATE: I / 0 1 \ 11/15/1993, BY CHANDLER, PALMER & KING I � TEST HOLE DATA § I OBSERVED BY: PETE PARENT, P.E. (CHA) � \ \ NOTES OF NEt1, 05/31/2024 I a PROVIDE DUPLEX PUMP CHAMBER / M. P y0 a. 1. THIS SURVEY WAS PR PA F 0"-15" TOPSOIL a \ (LIBERTY PRO680-SERIES OR EQUAL)/ HEREON. ANY EXTENSION OF PREPARED USE BEYOND THE PURPOSED AGREED CTOE� � A9� 15"_44" LOAMY SAND SUBSOIL (SW) \ \ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE 44" 90" MEDIUM SAND WITH GRAVEL SW / ENGAGEMENT. Cz ( ) \ PROPOSED 2 STORY, I ►U WATER ENCOUNTERED ® 90" \ 1.630 SF. GARAGE LU APPROXIMATELY 250 CY OF EARTHEN 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, EXPECTED SEASONAL HIGH WATER BELOW ELEV. 21 / / \ FF EL=28.75 N TOF EL=29.50 MATERIAL OBTAINED FROM ON-SITE UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO SOIL CLASSIFICATIONS ' \ EXCAVATIONS TO BE USED FOR PROPOSED ALTER AN ITEM IN ANY WAY. ,o �953 GRADING (TYP) 90�fSS10`� Re6 - P RVERHEAD VERY STONY SANDY LOAM 3-8% SLOPES 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S / ' PROVIDE SYSTEM CONTROLS & ALARM SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF tK* �\ MOUNTED TO BUILDING EXTERIOR THE LAND SURVEYOR. PROVIDE FUJI CEN 10 WASTEWATER PROVIDE WEATHER PROOF ENCLOSURES IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE 146 A SEPTIC SYSTEM FOR 7 BEDROOMS AS REQUIRED TYP ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL TREATMENT SYSTEM (SEE DETAIL) / J 10j 7. 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC e'er"'IO""ECT•LAND ARCHITECT 0R LAND (ALL COMPONENTS TO BE HARD WIRED) SURVEYOR To ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE PROVIDE 2 L.F. 4" C.I. PIPE BETWEEN HOUSE AND CLEAN-OUT. SURVEY TRIANGULATION STATION "PROS" STAMP OF A LICENSED PROFESSIONAL IS ALTERED.THE ALTERING 23.9' ENGINEER.ARCHITECT,LANDSCAPE ARCHITECT OR LAND PROVIDE 2 L.F. 4" C.I. PIPE BETWEEN GARAGE AND CLEAN-OUT. SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE PROPOSED f950 SF �8 / 5_) ELEVATIONS ARE BASED ON NAVD 88. NOTATION or s�u��Ano�N.µu A SPEaFlSIGNATURE.DES TION E LOCATE CLEAN-OUTS 2' FROM FOUNDATION WALL. ATTACHED DECK PROVIDE FUJI CLEAN WASTEWATER TREATMENT SYSTEM - MODEL CEN 10 OF THE ALTERATION. WITH 90 DEGREE INLET ADAPTOR (1000 GPD CAPACITY - MAXIMUM 9 BEDROOMS) / N �0�2• �'S0" 6.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, PROVIDE TWO ROWS OF FIVE 30" CONCRETE GALLERIES SECTION 009, BLOCK 8, LOT 1. (10 GALLERIES AT 51 SF PER UNIT PROVIDE 510 SF OF SIDEWALL AREA) 6S9. 7. DEED AREA TO M.L.W. = 2.40t ACRES. ADDITIONAL CAPACITY IS PROVIDED TO ACCOMMODATE 1 ADDITIONAL FUTURE BEDROOM PROPOSED ±615 SF. 0 ' ) AREA TO M.H.W. = 1.73t ACRES WASTEWATER TREATMENT SYSTEM SHALL VENT THROUGH THE SEWER PIPE. A HOUSE GRADE-LEVEL, / 69 �8 N 1295.04 AREA TO COASTAL EROSION LINE = 51 250f SF TRAP SHALL NOT BE INSTALLED UPSTREAM OF UNIT. NO ADDITIONAL VENTING IS UNENCLOSED MASONRY a �.5. 4p6• 1 W 5693.40 (1.18f ACRES) REQUIRED INVERT ELEVATIONS- TERRACE / . <,�• TH 8.) SITE IS LOCATED IN R-80 ZONE. 0 / 9.) AT THE TIME OF THIS SURVEY AN EASEMENT THAT IS REFERENCED IN LIBER - / OUTLET AT HOUSE - 28.25 ' OUTLET AT GARAGE 28.25 PROVIDE FUJIMAC 150R11 BLOWER 7607 PAGE 551 WAS NOT ABLE TO BE LOCATED AND MAPPED. ADAPTOR INLET 27.78 I ( ( \ IN VENTED ENCLOSURE ON ADAPTOR OUTLET TANK INLET - 27.61 Il I a CONCRETE PAD o INSTALL PER MANUFACTURER'S TANK OUTLET 27.45 "' RECOMMENDATIONS LEGEND PUMP CHAMBER INLET - 27.35 PROVIDE & MAINTAIN A CONTINUOUS LINE OF PUMP CHAMBER OUTLET - 27.35 SILT FENCE THROUGHOUT CONSTRUCTION \ PROVIDE %7 SCH 40 PVC AIR LINE TO BLOWER DISTRIBUTION BOX INLET - 29.22 (TYP. SEE DETAIL) - \ INSTALL PER MANUFACTURER'S RECOMMENDATIONS PROPERTY LINE DISTRIBUTION BOX OUTLET - 29.05 45.4' / PROPOSED f4'x4' OUTDOOR SHOWER ABUTTERS LINE -- LEACHING GALLERY INLETS - 28.95 ' 80.0' 0 / CONSTRUCTED OVER A GRAVEL BASE EDGE OF PAVEMENT \ BOTTOM OF LEACHING GALLERIES 27.00 4/ •<• a . 1.8' & DISCHARGING TO ORYWELL EDGE OF GRAVEL 1 - EXISTING CONTOUR --- 60 -- DRAINAGE CALCULATIONS I PROPOSED ROOF AREA = 5 PROPOSED f225 SF PROPOSED CONTOUR 3,630 SF (HOUSE) 92 60 81 Z © ATTACHED DECK BRUSH LINE 910 SF (GARAGE) fir, OVERHEAD WIRES o/W PROPOSED DRIVEWAY AREA = f3,775 SF NOW OR FORMERLY N/F l DEN WASHOUT PIT UTILITY POLE -s- PROPOSED MASONRY PATIO AND WALKWAY AREA = f1,160 SF i•, 0 0 (SEE DETAIL) FIRE HYDRANT PROPOSED 2.5 STORY 80 3• M Q I BOUNDARY POINT REQUIRED = 9,475 SF X 2 IN/12 IN/FT = 1,579 CF f4.700 GFA, SINGLE FAMILY RESIDENCE COORDINATE WITH FISHERS ISLAND WATER COMPANY,� PROVIDE POLYETHYLENE WATER SERVICE No. Submittal/Revision App'd By Date DRY WELLS (4 BEDROOM) OAS RED (TYP) FF EL-31.75 0 1,579 CF / 50.26 CF/VF = 31.42 VF REQUIRED TOF EL=t30.84 N USE EIGHT (8) 8'0 X 4' DEEP DRY WELLS / 06 44.7' 3 `32 / 8 n PROVIDE UNDERGROUND ELEC/TELE/DATA SERVICES I COORDINATE WITH FISHERS ISLAND UTILITIES 0 U i ' AS REQUIRED (TYP) 00 n W Li i w PROVIDE GRAVEL DRIVEWAY & PARKING AREAS (TYP) i � N I c� PROVIDE 6" SDR 35of I ` AREA COASTAL L NE SHEET 419NFH OF 49 AZARD ROOF DRAIN OUTLET I z ® 0.5% MIN. PROVIDE I 8'0 X V DRY WELL I o FOR ROOF RUNOFF Cn (TYP. SEE DETAIL) I PROPOSED f 0 SITE PLAN 0 0 � 0 LOAM. SEED & STABILIZE ALL _.r- DISTURBED AREAS (TYP) I 00 Designed By: Drawn By: Checked By: 1 0 PROVIDE DISTRIBUTION BOX (SEE DETAIL) I; PMP PMP PROVIDE TWO /OF FIVE Issue Date: Project No: Scale: } C�ICRE LEACH NGNGALLERIES I J S E P 1 1 2024 i z j (TYP. SEE DETAIL) L L 09/05/2024 087518 1"=30' 50% EXPANSION AREA °u Drawing - (TYP) - RonrdotTMa�*ees 0 30 15 0 30 ^� IL GRAPHIC SCALE IN FEET SHEET 1 ui I Drawing Copyright O 2024 GRADE 4N, 4" NrlET PIPE CHAMBER Volume{gal) OONCREIE COVER (TYP) SDR-35 O IS(MIN) 1 Sedimentation Chamber 558 Anaerobic Filtration Chamber 556 A400 Capital Boulevard,Suite 301 _10170SCUM BAFFLE 3 Aerobic Contact Filtration Chamber 248 I---- {1}-------alyop-A-EM-Np _R ----QFU�MAC 150RII Q ----- 20 Rocky Hill,CT 06067 4 Clarification Chamber 125 1______ BLOWER -s' 2-s Disinfection Chamber 11 I 4" PIPE Tt) 860-257-4557(www.chacompanies.com Total Volume 111 NEB GALLEY '--Q ALARM ---1 __- ( ®® (�� ®® NY Certificate of Authorization#0021745 SPECIFICATIONS -- (� ECIRCULATION Anaerobic Media PP/PE B NI to I ®®® ®® AIR OFT PUMPPVC/PP/PE - v t N MA 4X ,--DISINFECTION Aerobic Media PP/PE Board Type Aerobic Media I ®®®®®®® I N GYLINCIP!OPTIONM-) CONTROL PANEL Blower 5.3 dm 4'INLET PIPE "OUTLET PIPE Tank FRP MAIN PANEL ®®®®®® (�} Piping PVC/PP/PE I I ®®®® ,A Access Covers Plastic/Cast Iron 7'-6"" s e Disinfectant(Optional Chlorine Tablets O WIRING SCHEMATIC s'-o I w '1 Q l LIFT T NOT TO SCALE " AIR LIFT PUMA COARSE SAND-MVEL(SW) INLET BAFFL p CONCRETE 40" LEACHING GALLEY \��WXIINIDWATER il4 LOW BAFFLE Ill­n14'AIR INTAKE (4, X 8' X 30w^ (CLEANING OPENING) B -.n ."• ' •a' RECIRCULATION PIP •r_�,�•,_ � �--- --•� NOT TO SC ALE FLOW OPENINGtTYP " NOTES; SITE DEVELOPMENT PLAN I 1. BASIS OF DESIGN IS 30` GALLERY AS MANUFACTURED PREPARED FOR I k'�7 I BY JOLLEY PRECAST, DANIELSON. CT. 24•ACCESS COVER I I I I 2n•ACCESS COVE 2rFACCESS COVER 24"ACCCSS COVE ISINFECTION " DESIGN NOTES (TYP) (TYP) (il'P) CVLINDFR(OPTInNaL) •'.I 2. 4' X 8' X 30' UNITS PROVIDE 51 SF OF SIDENALL FERRY VIEW LLC LOW OPENING AREA PER UNIT. a I r. I I°I I' 1) EIGHT OUTLETS AND THREE INLETS RESERVOIR ROAD 4 ."CARD TYPE N I I .I I I 2) INLET AND OUTLETS HAVE STATE FISHERS ISLAND, NY CONTACT MEDIA APPROVED SEALS THAT ACCEPT .� 111 InI I.J :\'I I 4"S-40.4"SDR-A 3"AND 2'PIPE. 3) REINFORCED WITH 13 BARS 4) CONCRETE STRENGTH 4000 PSI FrPr"UI ATION .� MIN. 28 DAYS 0 AIR IIFT PUMP - e•-5' © EROBIC MEDIA 0 ® M PROPOSED ROOF LEADER ERATION ASSEMBLY M RESIDENCE ......_. I --�- -- I 8' PVC WYE I ( (11 1 I OVERFLOW SECTION A-A VIEW SECTION B-B VIEWS \ Fu 1CIea n U bA t j I ( , 1 (1 , 1 I TO PVC CUT MIN. SOIL COVER N \✓/ \ \ N I \ \ I OVER DRYWELL CONCRETE COVER OR 2rO CATCH CEN-10 I I INDICATED ON SITE PLAN Structural Drawing I , I FILTER FABRIC F N E DATE: 04/15/2022 SCALE: 3/8"=1' �. �' ' • • ♦ : • n•• ------- --- -- 90"BEND 2" 6' SDR 35 PVC SLOPE AS REQUIRED ' O ® ® ® m R' LLJ 3a z ,' STONE OR O ® ® SCREENED GRAVEL "C DISTRIBUTION BOX ,lW BAFFLE ,• 8• ,• F010 0995S1 �-1�. NOT TO SCALE STORMWATER DRYWELL DETAIL 16 0��;;Sti0'c" NOT TO SCALE R IS A VIOLATION OF LAY/FOR ANY PERSON.UNLESS 1HEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL REVISIONSENGI ENGINEER.ARCHITECT ECT,LANDSCAPE ARCHIT OR LAND SURVEYOR TO ALTER AN nEL N ANY WAY.IF AN ITEM!BEARING THE REV OF_`CR:PTION DATE APPROVED STAIR OF A LICENSED PROFESSIONAL IS ALIERED,THE AL70M EII FUJICLEAN CEN SERIES ARCHITECT 7K DoanmtT 90 INLANDSCAPE ARCIFIllill C roDTHE NOTATION ALTERED Br FOLLOWED BY TFIOR SIGNAIUM THE MODELS AS PREVIOUSLY DATE OF SUCH ALIERA110N,AND A SPECIFIC DESCRIPTION APPROVED F'OR USE BY SCDHS .� .� OF THE ALTENAtnaN TML LJ J-ean .. _ A Toward Clean Water... ALL MATERIALS SCHEDULE 40 PVC (TYP) WOVEN WIRE FENCE (MIN. 14 T' Yo CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE GAUGE W MAX. 6" MESH 6"SCHEDULE 40 END CAP ADAPTER FROM ABOVE (TYP) ADAPTER&PLUG(TYP). SPACING) MUST INSTALL CLEANOUT TO GRADE IN 4.53 T 0' MAX. TER ACCORDANCE WITH 4.53" CEN TO CENTER 36" MIN. LENGTH SCDHS STANDARDS(SEE p FENCE POSTS INSTALLATION GUIDANCE a •a V I I DRIVEN MIN. 16" NOTE 7). TOP VIEW WITH INTO GROUND DIMENSIONS(TYP) TOP VIEW(TYP) 06.24" I III II OUTLET SOLVENT WELDED TO t, STRAW BALE BINDER I HEIGHT 6"SDR 35 PVC RISER PLASTIC LINING PIPING EXTENDED WIRE \\\\\\ \ 1 OF FILTER 4"LONG STUB OF 4"SCHEDULE '�' / //// / 1 = --�� 40 PIPE CONNECTED TO FUJI UP TO GRADE NATIVE MATERIAL MIN. \/\\\\/\\/\\ 16 CLEAN CEN UNIT(TYP) LENGTH VARIES(TYP) ,; (OPTIONAL) ;T / / / //\/\\\\\\\ 90 DEGREE LATERAL INLET VIEW(TYP) SECTION B-BWOOD oR NOT TO SCALE ��,�/ 6" MIN. 3 INLET PORT METAL STAKES ADAPTER ALL PORTS ARE Q (2 PER BALE} PERSPECTIVE VIEW 4" OPENINGS (TYP) 7.03" s.5s" SIDE VIEW WITH " . WOVEN WIRE FENCE (MIN. 14 II 6.23" - DIMENSIONS(TYP) 10' MIN. 1/2 GAUGE W/ MAX. 6" MESH B B 0 }_ SPACING) WITH FILTER CLOTH Z 1.97" 36" MIN. FENCE POST o No. Submittal/Revision p'd By Date 0 SIDE VIEW(TYP) -- VARIES FLOW, ` UNDISTURBED a o 4.67. ( GROUND 4.53" � EXTRA INLET 7.3a" \ N CAPPED VIA ZZ 00 4"SCHEDULE 4 Installation Guidance FujiClean Schedule 40 PVC 90-Degree Inlet Adapter COMPACTED SOIL \%\ Ln ADAPTER& PLUG 1.The FuijiClean 90-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet.All of these will accept standard " EMBED FILTER CLOTH ��\ \/, e W OR CAP TYP schedule 40 fittings. 00 0 PLASTIC STRAW BALE A MIN. OF 6" IN GROUND `° / 2.The top of the inlet adapter has a 6"opening that can be fitted with a 6"SDR riser pipe and cap as a clean out. LINING PLAN (TYP) 4" I 3.Any unused entry ports on the FujiClean inlet adapter shall be capped with a 4"schedule 40 adapter&plug,or a Schedule 40 slip NOT TO SCALE LJ \ cap that is solvent welded to a short stub of pipe inserted and solvent welded into the adapter port. OUTLET SOLVENT WELDED TO 4" 4.The lateral entry adapter shall be secured to the FujiClean unit using a 4"long stub of 4"schedule 40 pipe that is solvent welded CIONCRETE WASHOUT PIT C 1,0N MEW into the adapter outlet end and FujiClean inlet so that the adapter fits flush on the FujiClean unit. NOTES: LONG STUB OF 4"SCHEDULE 40 / 5.The installer shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to support the bottom of 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL to PIPE CONNECTED TO FUJI pp CONSTRUCTION SPECIFICATIONS Z CLEAN CEN UNIT(TYP} the adapter and prevent any settling or strain on the adapter or FujiClean unit. CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING 6.Metal fittings,pipe,and caps are NOT to be used for installation of the adapter. PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH < 7.Must install a deanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR 50 GAI LONS/PUMP, PLUS MIN. 1• FREEBOARD). WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "Tm OR "U" TYPE � SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES"and the"STANDARDS FOR APPROVAL OR HARDWOOD. / OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM Z PIT AND PROPERLY DISPOSED of WHEN THE PIT REACHES 2 8.The following are instructions on how to make a solvent weld for attaching piping to the FujiClean lateral entry adapter. 75%OF ITS CAPACITY. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH LIJV) TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE o „_ t. square pipe ends,chamfer and remove all dirt. 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT CONSTRUCTION 1 2. Check dry fit of pipe and fitting.Pipe should easily go 1/3 of the way into the fitting.If pipe bottoms,it should be snug. WOVEN WIRE, 6" MAXIMUM MESH OPENING. 0 - - 3. Use a suitable applicator at least X the size of the pipe diameter.For larger size pipe systems,use a natural OF WASH WATER. D ETA i LS / ; a bristle brush or roller. 4. Clean pipe and fitting with a listed primer.(Do not use primer on ABS pipe and fittings.Use Clear Cleaner only!) 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY 0 LATERAL 3 INLET PORT 5. Apply liberal coat of cement to pipe to the depth of the socket;leave no uncoated surface. SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH 06. Apply a thin coat of cement to the inside of the fitting;avoid puddling of cement. SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILNKA T140N, OR APPROVED Op ADAPTER ALL PORTS Puddling can cause weakening and premature failure of pipe or fitting.Apply a second coat of cement to the pipe. L0 ARE 4"OPENING 7. Assemble parts QUICKLY.Cement must be fluid.If cement surface has dried,recoat both parts. EQUIVALENT. I'l- (TYP) 8. Push pipe FULLY into fitting using a%turning motion until pipe bottoms. ao 0 9. Hold pipe and fitting together for 30 seconds to prevent pipe push -longer at low temperatures.Wipe off excess. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPR {/ @� _n Designed By: Drawn By: Checked By: / 10. Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 degrees EQUIVALENT. !,p 1� PMP PMP 0 Fahrenheit before pressure testing up to 180 psi.Longer cure times may be required at temperatures below 60 degrees !ll���... i tt.. E j Fahrenheit or with pipe above 3 inches.DO NOT TEST WITH AIR. >_ J�-- NOTE:The set up/cure time is dependent on several factors.The pipe size,socket fit,ambient temperature, 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL ` Issue Date: Project No: Scale: Z relative humidity,solvent cement used and the system operating pressure should ail be considered when determining set up cure times. REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 1 09/05/2024 087518 AS NOTED SEP 1 1 2 1-1FUJICLEAN CEN SERIES SCDHS Appmval For Use Page 1o11 ��r024 MODELS AS PREVIOUSLY SIZE DATE DRANIN.;TIE REV SILT FENCE LL3JAPPROVED FOR USE BY SCDHS 05.24.2023 FUJICLEAN INLET ADAPTER 9 Drawing NO.: o awn a _ SCALE None sNEFr 1 DRawNav MD NOT TO SCALE - - - Boars!of Trustees SHEET 2 ai iz -------------------------------------------------------------------------------T ---------- I A'2'2 __ I I I r— --------------- --------------------------------------------------------------------- I I I SLAB ON GRADE 1 FOUNDATION FOR REAR PORCH ABOVE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r----- r----� r----� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SLAB ON GRADE FOUNDATION FOR SIDE PORCH ABOVE I I I I I I I 1 I I I I I I I I I I I I I I FAMILY STG. 1 I ; 8'9'x 14'10" I I CONCRETE L-- I I I I I I I I I I L--- I I I I I I I I I I I I I I I I P I I I I I O I STRUCTURAL SUPPORT FOR l l i I MASONRY , II!( .. •.• \ • F.IREPLA—CES- - - - - . II CONCRETE IIIIIII!I� - . ° II SLAB ON GRADE SUPERIOR WALLS PRE-MFG. ABOVE FOUNDATION FOR SIDE PORCH ABOVE EINSULATED BASEMENT WALL SYSTEM WITH 5-1/2 SUPPORT LEDGE MEC.AEA 127 PROJECTION 1.06 CONCRETE FAMILY STG.3 FAMILY STG.2 I I -- 2 1010"X12'5" 1010"X125" A.2.3CONCRETE CONCRETE A.3.3 1 MECHAREA SECURE STG.107'X20'4" 57'X6'11 — — — — — — — — — — — — — — — — —— — — CONCRETE �CONCRETE BASEMENT T T -1 OUTDOOR SHOWER ABOVE IL---------------------------------- • . L------------------------------------ L-------------------------------------- SUPERIOR WALLS PRE-MFG. INSULATED BASEMEN j' WALL SYSTEM(TYP.) A.3.1 . IO ' : .' • .. •• . `,' ' • • . . ,. . .: '. � LINE OF TRASH � ELEVAT R: CUSTOM El ATOR UP ENCLOSURE ABOVE MFG.RR-11 50 lbs. I I I I — I I I I L---J L---J — — — SLAB ON GRADE — — — — FOUNDATION FOR FRONT — — — — PORCH ABOVE SLAB ON GRADE FOUNDATION FOR ENTRY HALL ABOVE 1 1 1 A.3.2 A.2.1 BASEMENT LEVEL FLOOR PLAN : --- - it - r T� SEP 1 3 2024 eI,� ol /4 - 1 -0 i � k SFP n1i, Board of Trustees I. . Board of lustees 0 2 1Oft SCHEMATIC DESIGN 05.10.24 '��R ARC DESIGN DEVELOPMENT 09.09.24 �� OEER R/ y�J`� � PIM'4`N 24•a1 j V E R A N D A H ��/� ' �C ^� PROJECT PROJECT NUMBER RESIDENTIAL ARCHITECTS 9c `. 0 RESERVOIR ROAD 1/4"=1'-0" FISHERS ISLAND,NY SCALE ALEXANDER RIDGWAY LOCAtIIY BASEMENT LEVEL FLOOR alexander@verandaharch.com A r SHEET TITLE 713.805.3367 "9�. .0 ISO ARCHITECT FERRY VIEW,LLC ALR FISHERS ISLAND,NY A 6SUL: REVISIONS: DRAFTED BY v , O� 2 CLIENT SHEET NUMBER OPEN TERRACE AT GRADE LOW GARDEN WALL rA.2.2� I i I i I - - - - - - - - - - - - - - - - - - - - - - - -� L:.:�1 1_— - - - - - - - - - - - - - - - - - - (-- - - - - - - - - - - - - - - -J L f W07 W07 W07 1 � i RAISED GARDEN BEDS,TYP. W06 — W06 BACK PORCH 147 X 57'5" -- STONE I \ DINING ROOM / -- _- _._.-d -- ----- ' 00 12'0"CEILING I E.04 i \ ARDWOOD — -- -- 1 / VAULT CEILING FLOWER BEDS W05 E.03 �l_E.03 E.05 W08 r - - - W03 W03 PRINTER / \ CABINET \ - ---- I DISH W04 -- i UCR I / - - - - - - - - - - - - - - - - - \ BUILT-IN WASHER 1 / \ CHINA CAB. 01 o LIVING ROOM r - - - - - - - - - - - - - - - - - -_\ \, 23'6"X 23'10" ARCHED OPENING _ FOYER SIDE PORCH r \ Vol z \11 I I 4' „X 6'9" I i z HARDWOOD SCULLERY 10'11"X 22'6" ( ( (z BAR I I z 12'0"CEILING 9'11"X 12'5" W08 STONE 5'2"X 6'4" p _ I I I HAR WOOD 111 1.02 (A.4.2 0LIBRARY" I I I I I o - - 1 BRICK12'0"CEILING % I'o HARDWOOD = 48'MASONRY 10'8"CEILING --1 13 6 X 212 d 9'10"CEILING u FIREPLACE WITH KITCHEN v I 19'5"X 19'10" ®� HARDWOOD ¢ GAS LOG INSERT SIC. L :L :"1`. I HARDWOOD 910"CEILING 170"CEILING 24" --- -- LO1 FRZ. --- --- T _ I \ S ULLER FLUSH HEARTH III \ I I -_ _ 1.03 2\ -1 FIREPLACEWffHN Ili I j t �- -%J =�� \ 36" - - 2 ( „ o 11 0 CE G A.2.3 o OVER MANTEL -- a I RFG. A.3.3 .2.3 POWDER [ ! i \rl� ' i\ - -- - -- I RFG. rn Ir/ \� 1f 1 --- - --- W04 3 5,2"X 6�7„ �! TILE ZI I JI I I T� - 1 --- - -- — — Ell 9'4"CEILING _ II W04 _ � -__ III I III OOKBOOKc� � 1 F-1 HELF BELOW- I L_J _------------ i o r�_ rr1 iI o JiiJi DISH" MICRO. i I I I io FIREPLACE WITH WASHER io GAS LOG INSERT - z W — E.O6 _ I- TRASH& I.01 OUTDOOR C9f`° z FOYER z `�' ➢C [''! G''l:�!C. 7111I' i I RECYCLING — SHOWER00 I00 a 57'X74" I I� �\ i I 1 \ - ( It HARDWOOD 1 I p o a Q 9'10" I I u + COOKTOP \\ ¢ r------------- BUILT-IN BOOKSHELVES GAME/PUZZLE TABLE_. 1 zCONT.OVER DOORWAY ---------- 1 -------------W04 Z 1 _ARCHED OPENING_ W03 CW03 > I I E O2 \ \ SEAT WITH GAME STORAGE BELOW — —— — — — II I I I I ELEVATOR: MUD/LAUNDRY WOl W01 CUSTOM ELEVATOR 918"X 18.0" I I I I I MFG.RR-11 1 50lbs. HALL I BRICK 102 I A.4.2 10'8'CEILING 4't"x 14'3° � ( HARDWOOD I 36'HIGH STONE I I I I I 198"CEILING 6 WALL I ( ( ONT PORCH E.QI I / 107 X 26'4" SLOPED STONE CEILING 0 1 POW R STACK STACK I I I 12'0"CEILING — — — — — — — — — -i OPEN TO ABOVE --__ __ ;0 6'1"X '0"\ L04 W/D v W/D I I � ENTRY HALL \ � TILE EXTERIOR STONE 000 9'4"CEIL NG _ STEPS TO BASEMENT 12'4"X 217 — — — — — — — — ` �COgT -- SIDE DOOR - - - - - - - - - - - - - - - - - - - - - - - - HARDWOOD 8,8„CEILINGJA\ -- ...:.. . — — — — — — — — — — — — — — — — — — — — — — — — CEILING VARIES W10 A/C 09 A/C COMP. COMP. DOWN TO <wIl W11 BASEMENT < > W11 1 1 1 A.3.2 A.2.1 LOWER LEVEL FLOOR PLAN 1 /4 ll = 1 1-011 0 2 1Oft SCHEMATIC DESIGN 05.10.24 /L FERRY VIEW 24.01 0� DESIGN DEVELOPMENT 09.09.24 V E R A N D A H \�,��R ER ARci PROJECT PROJECT NUMBER RESIDENTIAL ARCHITECTS �k/� "`� G����� 0 RERSEIRVVOIIRNROAD SCALE ROAD V-9, FISHE ,ALEXANDER RIDGWAY ` ; LOCALITY LOWER LEVEL FLOOR PL alexander@verandaharch.com If SHEETTBLE 713.805.3367 N� ARCHITECT r FERRY VIEW,LLC ALR '9� 4se 6 AQ� FISHERS ISLAND,NY A. 1 .2 ISSUE: REVISIONS: DRAFTED BY CLIENT SHEET NUMBER �1•�•-Z A.2.2 1 I I I I I I I I I I 1 I 1 I I I L---J L---J L---J L---J LINE OF ROOF MASTER TERRACE OVERHANG ABOVE 6'6"X 247 - - - - - - - - - - - - - W22- WW22 - - - - - - - - - - W22 W22 El WINDOW SEAT -1 W/BUILT-INS W21 W21 W21 24" IGH SHELF I ,- ----------------------------------------- , -= - - � MASTER BATHROOM .. / ------------------------------------------J /� 0 9'7'X16'5" o --- 15 TILE 1.04 10'0' EILIN ( 0 MASTER BEDROOM O 4 \ __ >A, a° 167X2UY r r, A.4.4 16 i HARDWOOD VAULTED CFI ING 3 A.4.4 5 BATH 2 1 1 I I 5'10"X 8'7" I 1 ' I -- BEDROOM 2 - J - LO6 I I 8'8"X 117 2 <W24 W20 12'9"X 16'5" i i LINEN WARDROBE I I TILE BATHING A I I I - I i Xa � I 2 6 A.3.3 A23 ------ _ — I MASTER CLOSET DRAWERS&SHELVES 13 7 177 7,0„x 157' BATH 3 - I - � A D O 11'0" ILING 12 A.4.4 ° 10'0"TI EILIN -� ————————————— 14 - ,—F_'�g 22----- GALLER J I IA& BATH 4 I 9'1'X 14'8" LINEN 5'6"X 15'1" HARDW00 ------------ --------------- I CAB.W20 I \ LO6 1.04 20 A.4.4 11 A.4.4 TILE 107 •4• 10'0'CEILIN BUILT-IN LINEN CABINET t00"CEILIN 1� , l - - VEST. HAL WAY 40 X49 I i---- _-� 4,9., 14,0,. � I�--_ -— ---- -- I�- - _--- ,----> a HARDWOOD I I I A.4.4 I I HARD OOD y — _ 1 '0" EILING Vd25 ATTIC ACCESS LADDER #J ----------------------- -- ------- BEDROOM 3 �- ----------------------- -- ------- O )t. 13'2"X 147 -� ELEVA OR 100'CEILING i : s I DOWN , CUSTOM El EVATOR -- I I rr MFG. --- - I RR-119 Olbs. W18 BEDROOM ----- - �� ,' 11'10"X22'4" A.4.4 HARDWOOD DRESSER ——— OPEN TO BELOW 19 4'LXGS'8" A.4.4 W25 HA DWOOD 1.04 23 {) ---- --- .4.4; o E I G LANDING 1 8 4'9"X 187 0 WINDOW SEAT W/ HARDWOOD `. WINDOW SEAT W/ WINDOW SEAT W/ BUILT-INS VAULTED CEILING O BUILT-INS BUILT-INS W19 W19 WINDOW SEAT W/BUILT-INS < W26 1 1 i A.3.2 All UPPER LEVEL FLOOR PLAN 1 /4 If = 1 1_011 f1 0 2 lOff SCHEMATIC DESIGN 05.10.24 �R ED ARC DESIGN DEVELOPMENT 09.09.24 (���� �pER RHO y/,, FERRY VIEW 24.01 0 V E R A N D A H ((� .SY' G1 �� PROJECT PROTECT NUMBER RESIDENTIAL ARCHITECTS c� `, ��� 0 RESERVOIR ROAD I IN'=V-0" s FISHERS ISLAND,NY SCALE ALEXANDER RIDGWAY * LOCAUTY UPPER LEVEL FLOOR PLC alexander@verandaharch.com N SHEET TITLE 713.805.3367 �4 T826 O� ARCHITECT T FERRY VIEW,LLC ALR FISHERS ISLAND,NY A. 1 .3 ISSUE: REVISIONS: DRATTED BY q n i1 CLIENT SHEET NUMBER Y rirY r---------------------i ir------------------� I I I I I 1 I I I + I I I + I I I I I I I i I I I I I I I ------------------J L------- I I L-------------------------� Ir---------------------------- I L------------------------ II I I I I I I I I i l VAULTED CEILING I I I I r----------------J ——————————————————— ABOVE MASTER BEDROOM + r 11 I I I i I I i i I I I I I I I I I �N I I I I I I I I I I I I I I I 1 1 I i I I I I 1 I I I I I I I I I I I I I I I I I I CHIMNEY FLUES I I FROM BELOW I I I I I I — — — — — — — — — — — — — — — — — — — — — -- — — — — — — —— — — —I— —� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ ____ _ II ------ ------ ------ LINE OF 5'-0"HEIGHT R/A CHASE I i II n li II n 1 / I I II I/ I II L---- i I II I I II RAISED CEILING OF MASTER CLOSET BELOW I I I UNFINISHED ATTIC/MECHANICAL: DECK WITH 3.TB,G PLYWOOD, COLLAR I L------ II TIES NO HIGHER THAN 67'A.F.F. L AIR HANDLERS AND TANKLESS WATER HEATERS TO BE LOCATED AS NECESSARY LINE OF 5'-W HEIGHT ATTIC ACCESS LADDER CV RANGE EXHAUST °a II l I I I � I II Ili I I + I I I + I I I I I I VAULTED CEILING I I I ---------- ABOVE STAIRWAY I I I I ------------------ i t I r------------ r--------i ----------1 I I I I I I --------- I I I I I I I I I I 1 I I I I I I L--------------------J I I L____------ I I L________ J l-------------------_.— IH 0 ATTIC LEVEL FLOOR PLAN- 1 /4 ll = 1 T_Orl n 0 2 1Oft SCHEMATIC DESIGN 05.10.24 DESIGN DEVELOPMENT 09.09.24 V E R A N D A H ��REogk� ���Q,T Vti�w 2OJE (14.49D24 ��� Np PROJECT PROJECT DATE ER , o RESIDENTIAL ARCHITECTS �' �i �n 0 RESERVOIR ROAD e4 y� FISHERS ISLAND,NY SCALE ALEXANDER RIDGWAY * I ® * LOCALITY ATTIC LEVEL PLAN alexander@verondaharch.com SHEET TBLE 713.805.3367 (P ARCHITECT A. 1 .4 4 826 FERRY VIEW,LLC ALR � • FISHERS ISLAND,NY ISSUE: REVISIONS: DRAFTED BY CLIENT SHEET NUMBER -- --- --------- •`�•ZL'1 -- - --- ----- - TILE BALCONY OVER BUILT UP WATERPROOF MEMBRANE.. SLOPE TO DRAIN _ TRANSITION TO A 9:12 PITCH T T WITH A 30"RADIUS(TYP.) N I N I N (.J N TE TE TN N N BRICK CHIMNEY I r" WOOD SHINGLE CAP FLASHING(TYP.) N� 00 METAL CRICKET AS REGD(TYP.) N� CI fV N 'i, LL'' I L !, LL,LI L L_{; L it , i 1 T, M t 1 WOOD SHINGLE J L. i r , ROOFING TYP. I it .,_i ,1_J. _! J L_1L L 1, {L_ tl_ u 1i 1. //N i I I I I i aj, j _1,IL-d"� t — L:_Ii _1_J1. 1 h I it }I-,._` I J_ ! Li 1, J E I., L-! ._I J !i.-1;: L.l, _ Jill l.:l_.jLLI L1'1 LI -J 1, _ 1 ll.. L,I. _ u I !'1 ! l _! i I It IT li til. iJ li JLL 11A. u_t u_L. l L 11 �I 1 L l� LL il. . L t u . 1� i{ I . - ! —_-7` 7:12 Ni �W 5:12 NI a 12-3 123 TRANSITION TO A 9:12 PITCH WITH A 30"RADIUS(TYP.) 00 ROOF PLAN 1 /4 II = 1 1-011 0 2 1 Oft SCHEMATIC DESIGN 05.10.24 RED qR DESIGN DEVELOPMENT 09.09.24 VERANDAH Cy ��Q,�,y yti�w 24.a1 os 04.24 �pER R �� PROJECT PROJECT NUMBER DATE RESIDENTIAL ARCHITECTS 0 RESERVOIR ROAD FISHERS ISLAND,NY SCALE ALEXANDER RIDGWAY * LOCALITY ROOF PLAN alexander@verondaharch.com �� SHEET TITLE 713.805.3367 (p +tl6 r- ARCHITECT 9 0 5826 O FERRY VIEW,LLC ALR y FISHERS ISLAND,NY A. 1 .5 ISSUE: REVISIONS: -- — DRAFTED BY CLIENT SHEET NUMBER •1, Z,� — - --- - - - - -------� ri — Ll 1 r--------------------------------------------------------------------------- il 1 I 14 I i I I I I I I I I I I 1 I I I I I I I I I I 1 I I I I I I I I I I I 1 BIKE STORAGE& WORKSHOPAREA ————————————————————————————————————————————————————————————————————— O 3.5" GARAGE SPOR4SX2 SAGE NZ 247 X 28'8" UNFINISHED \ CONC. SLOPED CEILING ------------------------------------- I i I I I I I I 1 I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I j I I I I I I I \ I I I I I I I I I — 1 1 /4 - ------------ ENTRY HALL 129"X 80 BRICK %—OPEN ---- —TO I BELOW iI I II Ii DOWN OPEN TO ABOVE IIII 33Z�3 Lu UP pmuM � G'6 X80 o0I LOWER LEVEL FLOOR PLAN &021PER LEVEL FLOOR PLAN I BUILT—IN STG.FOR SPORTING EQUIPMENT 1 -04 1 - rl 0 TRANSITION TO A 7:12 PITCH WITH A 30"RADIUS(TYP.) DORMER WITH 6:12 HIP ROOF(TYP.) \V cn IJ WOOD SHINGLE CAP FLASHING(TYP.) WOOD SHINGLE ROOFING(TYP.) _Ta- =1_i_ - PAINTED WOOD TRELLIS 12-5 ' -I 1 612 - -j 6:12 0 2 l Off 12-5 ROOF PLAN 4 T > 01 /4 = I -0 �T SCHEMATIC ESIGN DEVELOPMENT 05.10.24 — -- - — - - -- - - -- - ----- ��RED PROJECT oRRY SCHEMATIC DESIGN 05.10.24 r V E R A N D A H ��5 �Q R/O �/, PROJECT NUMBER DATE RESIDENTIAL ARCHITECTS �''tL �C� 0 RESERVOIR ROAD FISHERS ISLAND,NY SCALE Q ai'►i -� LOCALITY ALEXANDER RIDGWAY CARRIAGE HOUSE PLANS Alexander@verandaharch.com SHEET TITLE 713.805.3367 N ARCHITECT Q� FERRY VIEW,LLC ALR O 5826 .�� FISHERS ISLAND,NY A. 1 .6 ISSUE: REVISIONS: DRAFTED BY Ct IENT SHEET NUMBER y BRICK CHIMNEY WITH CERAMIC CHIMNEY POTS 1--L7-,=L �-1-_T-1= T- !- T _ : r]- __- 1_I- r- - I- r�=7� LT�T r� - i' i, rj i 7 i . '1 1 _L. _1:1., 11� L, 1: - _1' _ _1_, -11 _ _ 1__ _I' L -I i- 't. .1_ __l. jl 1 !Ili 1 „ _L - .L !11._ dLt �L.11- lu_L _LL' .L,L; ,l- .1:..: !1 ,1_t it - I 1.• 111E 1t.L .J_.. , L ,_1 JL 1ia I ! I , _ ! 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SO DO S 1 I (TYP.) 1 EAST ELEVATION /4„ _ 11_011 0 2 loft ---- -- ------ ------- --- -- --------------------------------- - I SCHEMATIC DESIGN 05.10.24 �FtED A!� ��IM VET N 24.0{ 090.24 1 1 DESIGN DEVELOPMENT 09.09.24 C VERANDAH 40 �QE HOo C��� PROJECT PROJECT NUMBER DATE RESIDENTIAL ARCHITECTS Cr _ t• � �� 0 RESERVOIR ROAD 1/4"=1'-0" Q , ��I �, FISHERS ISLAND,NY SCALE ALEXANDER RIDGWAY * map= 11 * LOCALITY FRONT ELEVATION alexander@Verandaharch.com I SHEET TITLE I 713.805.3367 N� ��-�3$,'Y- I �- ARCHREcr 0 5826 O� FERRY VIEW,LLC .2. I ALR FISHERS ISLAND,NY A ISSUE: REVISIONS: DRAFTED BY CLIENT SHEET NUMBER I q 1 _.: 4, ..,. .J-LL-„1 li_! _ L .. - _ _i,->1__. 1.(�-L:.JL_._1. I. .i. .1. _ ,.-.l._ ' :t _ ..i - - 1 __ •__�J - !' _T - 1I ,,i l_ I,, !: 11. L' _1, ill :I ! I Lit'_i1JJ_ 1L 1 11J� _11 J _ ,�L;:_Ji>1 LL;J_ii i a, il it .... . 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'C FERRY VIEW 24.01 09.09.24 I STEPS DOWN TO � C BASEMENT BEYOND I DESIGN DEVELOPMENT 09.09.24 \5 \ ER �/ - I BASEMEN DOOR � VERANDAH �0 X� ��C �� PROJECT PROJECT NUMBER DATE l RESIDENTIAL ARCHITECTS � y ;A 0 RESERVOIR ROAD �-� I BEYOND f �L n 1�4°_1'-0" L_` ; 2 NORTH ELEVATION * `` * FISHERLOCAUTY ALEXANDER RIDGWAY �� FISHERS ISLAND,NY scAlE L_, i 1 /�i� = 1 �_011 alexonder@verandahorch.com N �,.�, � SIDE ELEVATIONS _ I 713.805.3367� ALR - jr -- FISHERS ISLAND,NY A 0 2 0 �_ i 17 458 6 �O FERRY VIEW,LLC BASEMENT LEVEL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -------_—_J F %J =21.42'USGS (44") — ISSUE: REVISIONS: DRAFTED BY �'G1'z�LIENT SHEET NUMBER � - -- _ __ __ --- -------- ---- - ---- ---- - - --- --- -__ -- - - ---- - - - -__ -- --- . I I ,I, I; I 1I 1, I 1 1 II ,I li!I it 1 ! I, '... ,, . _ ,i .. c ! .':,',.. _ ! - .l- - LJ-__ .I .i,- :1. ,I: _:�.J -- ,i :tom :1, it!-I 111'' Il:.-.'. t. : '1. 1. - � II II II i I,1�1 i" i 1111 I'I' ' ail i. 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I, , i11. iJJ .a • '� J 1' JJ .1 i'I �1_'� 11.1J 'I L !� _ I li '�- '1, II �', :! 1J 1 1 _1''. 1�,�_. .t!.i LI. -L I:' _ l,. _I!/\__ .1. i• I- - I. jI it IL Ll I- ,1 ILI j 'i :i I' 'Ij l� •� 1. !J NllI a u l_1 l_ -J_ ��_ _ L- _ _ 1L..-ilJ -.:1-11_yJJ _.. „1 -.i _l1��.�_i1L_11L_ • PAINTED EXTERIOR GRADE JAMB AND SILLTRIM Q 9'-0"X 7'-T OVERHEAD WINDOW AND DOOR GARAGE DOORS,CLAD AND ' SURROUNDS, (TYP.) PAINTED NORTHEAST ELEVATION SOUTHWEST ELEVATION I� 0 2 loft 1 Orr _ I ,_0„ 4 1 /4„ _ I ,_0„ - ----------------- ------ SCHEMATIC DESIGN 05.10.24 BRED A& DESIGN DEVELOPMENT 09.09.24 ��(O NpE,R Cyr FERRY VIEW 24.01 09�09 24 VERANDAH �, Rio, >�, PROJECT PROJECTNUMPER DATE v ,n.- ��► 0 RESERVOIR ROAD 1/4"=1'-0" RESIDENTIAL ARCHITECTS Q ,o,' � FISHERS ISLAND,NY SCALE I �_ I ALEXANDER RIDGWAY * * LocALrrY CARRIAGE HOUSE ELEVATIONS I olexonder@verandaharch.com (J1 4 `I ,� SHEETTBLE 1 ! 713.805.3367 I ARCHITECT �T � 58 6 4� FERRY VIEW,LLC ALR 0 - y FISHERS ISLAND,NY A.2.4 I I ' ISSUE. REVISIONS: DRAFTED BY 4� q Z�ICTENT SHEET NUMBER 4. 1 #1 Glenn Goldsmith,President ��o�OSUFFO(,�COGy.► Town Hall Annex A.Nicholas Krupski,Vice President c .e 54375 Route 25 Eric Sepenoski W ,? P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples �O! �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Z Completed in field by: En-Consultants on behalf of FERRY VIEW, LLC (Contract Vendee) requests a Wetland Permit to construct a 2.5 story, 2,470sq.ft. single-family dwelling with +225sq.ft. and +950sq.ft. attached decks and +615sq.ft. unenclosed, grade-level masonry terrace; construct a two-story, +1,630sq.ft. accessory garage; install stormwater drainage system and I/A OWTS sanitary system; install a 4'x4' outdoor shower enclosure, buried utilities, and gravel driveway/parking; and to establish and perpetually maintain a 25- foot wide non-disturbance buffer area along the landward side of the top of bluff which is to remain naturally vegetated and undisturbed. Located: Reservoir Road, Fishers Island. SCTM# 1000-9-8-1 Type area to be impacted: � Saltwater Wetland Freshwater Wetland mound 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.: Jf � v Present Were: G. Goldsmith N. Krupski ----E-- Sepenoski L. Gillooly E. Peeples S `�` .;,,ti �•-1 s S O ,�,.` � .awe �� �` N v x ��•"�^� ,.x � '���','• .. ,.�. 'rat •-��-^-"'',�`" j wlfe lei rN .+X�+ n � .}••gyp„. �'?` � �. r y,i. x � n� "� t is�. '/.M �}.� "ft:� .� �j ,� 1 �+ �'r :' ,.<'a �C: -• .. w M a / e 6.� `S' 1/�_ � r-�'t^~3Nkr'�•,,;.- i ,`.�+k"r �o\ t 1ST �,+'�k A:.jt •$ �y�. I / I / � l I • /l l I / / I // / / #� � - ✓. �.'Y -, ('SY. •'♦ _ . ,tom . .�-� r �- t' ./ "1 -ei� � r 1 -�'� N-�, �yj, v �w:.p"� - '0.'�•+ ••�, -'�'+4.: ./ �: `�F,a _ F `y- � 4t 1�.ra/•+h�'Y':f�I �, .,t,+i..x+1 —` - '�-� ..,s � r .4 -ram ..�'L-.'-s`�.. �5�C,'�,"rti {��' ." ,>� W�1e-, 3 r� �.} .L"}' y, � 1� §, ••�w�� m.•u.w a za as , xo m 3 3 u � , nA .n � o1x-u zs- zx xs )eA at• B � Fo zr R.o e1 a - s tzt ,?. ' oe`%A (•2} »" r o x-1 , r 001 � UN— No VE-ST •P zxn � is �: =g a C )Ncr 4. SYaIG HAY HARBOR - 4 n;p e; i� 11 •a.,, t � > sAn S1NG \\\ � �\�L` F t Y a• b\• _1 *. ,z xNG tc • paY we In) sEE sec.uo.�m Of �¢i • i°m+G t ai, c `�. \\l .,-\\ } ..Y e!� 4A a •, » l� a C.rgf. O SS . A \ ' ) r,f .. - \61 tWer eNl (12) >,•. W li, u}t� #. � �2L, \ �\( .1 ��� y� ��aty.�,`t t tad .. en M`R e / tt t R F v ,avG Fz1,1 xt.^} _O.R " ,� '�.'9 iv -0 ,1e k ♦ t>A'�)J1. �, ,�rNN s: a' `Z,.., i z:�'4 a weft z s 1,13 d'bi" ,� uy �, `a a�,,,.•A �k S �aa . t >A t 3A .`,, w ti rtq M I0 bi \ f 12 zv i CWf INTY OF SUFFOLK© nor ce x ) ..,,�, sectiaa an x__ ..... rmr ,,. E2, E 1W0 N <»_—_._ .�.__at___ _ •' —_— ,.. ., I v l 1tien.` W arw v 1� s Leo 009 A" p r`u, �ounoin� _ N OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone:631 765-1938 Southold, NY 11971 LOCAL WATERFRONT RE" I[TALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 12, 2024 Re: LWRP Coastal Consistency Review for FERRY VIEW, LLC SCTM# 1000-9-8-1 En-Consultants on behalf of FERRY VIEW, LLC (Contract Vendee) requests a Wetland Permit to construct a 2.5 story, 2,470sq.ft. single-family dwelling with +225sq.ft. and +950sq.ft. attached decks and +615sq.ft. unenclosed, grade-level masonry terrace; construct a two-story, +1,630sq.ft. accessory garage; install stormwater drainage system and I/A OWTS sanitary system; install a 4'x4' outdoor shower enclosure, buried utilities, and gravel driveway/parking; and to establish and perpetually maintain a 25-foot wide non-disturbance buffer area along the landward side of the top of bluff which is to remain naturally vegetated and undisturbed. Located: Reservoir Road, Fishers Island. SCTM# 1000-9-8-1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney o�Og0�F0(;ycpG Carol Brown,Co-Chairperson y - Town Hall,53095Main Rd. Lauren Standish,Secretary $ P.O.Box 1179 • Southold,NY 11971 Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Tues., October 15, 2024 the following recommendation was made: FERRY VIEW LLC to construct a two-story, 2,470 sf. single-family dwelling with 225 sf. and 950 sf. attached decks and 615 sf. unenclosed, grade-level masonry terrace; construct a two-story accessory garage; install stormwater drainage system and I/A septic system. Install outdoor shower, buried utilities and gravel driveway; and permanently _ maintain a 25' wide non-disturbance buffer landward of top of bluff to remain naturally and undisturbed. Located: Reservoir Road, Fishers Island. SCTM#9-8-1 The CAC did not make an inspection, therefore no recommendation was made. m�F� At' EN-CONSULTANTS September 11,2024 Town of Southold Board of Trustees 1 " 54375 Main Road Post Office Box 1179 SEE Pop Southold,New York 11971 Attn: Elizabeth Cantrell BoerdofTrus Re: Ferry View LLC (contract vendee) No#Reservoir Road, Fishers Island SCTM#1000-9-8-1 Dear Ms. Cantrell: Enclosed are two(2)full-size sets and two(2) 11"x 17"copies of the floor plans prepared by Verandah Residential Architects, dated September 9,2024 for the above referenced project. The elevations are included as sheets A.2.1 —A.2.4 of the plans 4. Please include these with the recently submitted application package. Should any additional information be required, please do not hesitate to contact our office. Sincer ly, Kim Stephens Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.encon5u[tants.com environmental consulting Glenn Goldsmith,President ��0�so�,T L Town Hall Annex A.Nicholas Krupski,Vice President ,�0� Q�d 54375 Route 25 P.O.Box 1179 Eric Sepenoski if Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples '�'► ayo Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only U Coastal Erosion Permit Application Wetland Permit Application ni SEP 1 1 2024 Administrative Permit Amendment/Transfer/Extension Received Application: Southold Town Received Fee: $ Board of Trustees Completed Application: Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Assessment Form Sent: CAC Referral Sent: Date of Inspection: Receipt of CAC Report: Technical Review: Public Hearing Held: Resolution: Name of Applicant Ferry View LLC(contract vendee) c/o Emily R.Crisp,Manager Address 20 Riverview Road,Hobe Sound,FL 33455 Phone Number: 51 q 650-4004 Suffolk County Tax Map Number: 1000 - 9- 8- 1 Property Location: No#Reservoir Road, Fishers Island (on west side of Reservoir Road,+/-900'north of Winthrop Drive (provide LILCO Pole #, distance to cross streets, and location)" AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road, Southampton,NY 11968 Phone:631-283-6360 3oard of Trustees Applical z GENERAL DATA Land Area(in square feet): 104,544 sf Area Zoning: R-80 Previous use of property: Vacant-Residential Intended use of property: Improvement with single-family dwelling and accessory garage Covenants and Restrictions: Yes X No If"Yes", please provide copy. Will this project require a Building Permit as per Town Code? X 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 X Yes No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept. Yes X No Does the structure(s) on property have a valid Certificate of Occupancy N/A Yes No Prior permits/approvals for site improvements: Agency Date X No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Construct a 2.5-story,+2,470 sf single-family dwelling with+225 sf and+950 sf attached decks and+615 sf unenclosed,grade-level masonry terrace;construct a 2-story,+1,630 sf accessory garage; install stormwater drainage system and I/A OWTS sanitary system; install 4'x 4'outdoor shower enclosure,buried utilities,and gravel driveway/parking;and permanently maintain a 25-foot wide non-disturbance buffer landward of top of bluff to remain naturally vegetated and undisturbed,all as depicted on the site plan prepared by CHA,dated September 5,2024. E' Lrd of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Improvement of vacant-residential parcel with single-family dwelling and accessory garage. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 oio Closest distance between nearest existing structure and upland edge of wetlands: N/A feet Closest distance between nearest proposed structure and upland edge of wetlands: > 100 feet Does the project involve excavation or filling? No X Yes (as needed for construction of dwelling and pool;and If yes, how much material will be excavated? TBD cubic yards installation of drywells and sanitary system) How much material will be filled? N/A cubic yards Depth of which material will be removed brdeposited: TBD feet (as required for proposed construction) Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: Standard construction practices. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): The proposed development of the subject property has been designed to provide a reasonably sized residence on a 2.4-acre parcel,with a proposed GFA almost 1,000 sf below that allowable by code and total lot coverage of 8.9%,less than half of the 20 percent allowed by code.Due to the limited lot depth between the road and bluff,however,it is necessary for the dwelling to encroach to some degree on both the 100-foot bluff setback and 60-foot front yard setback.But to favor protection of the bluff,an unequal balancing of these encroachments is proposed,with only a 10-foot or 10% encroachment on the required bluff setback and a 20-foot or 33%encroachment on the front yard setback.Through its approval of Appeal#7854,the Zoning Board of Appeals supported these proposed setbacks,as did the LWRP Coordinator.To further mitigate the proposed development, 1)all clearing,grading,and ground disturbance is limited to a distance of25 feet from the top of bluff,as recommended by the LWRP Coordinator in connection with the application for zoning variance,thereby permanently establishing a 25-foot wide non-disturbance buffer landward of the bluff;2) on-site septic would be treated by a low-nitrogen,Fuji Clean CEN 10 I/A OWTS sanitary system with leaching galleys located at least 144 feet from the bluff;3)a stormwater drainage system is proposed to collect and recharge runoff from the dwelling roof,masonry patio,and driveway;4)the proposed accessory garage is located more than 100 feet from the bluff;and 5)project limiting fencing will be installed to control and contain site disturbance during construction.Therefore,as designed with the incorporated mitigation,the project will not adversely impact groundwater or the quality and function of the surrounding ecosystem,including the adjacent bluff and surface waters of Fishers Island Sound,consistent both with the permit standards of Chapter 275 and the goals of LWRP Policies 5 and 6. r 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. .Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: Ferry View LLC Residence Pr oa ect Location(describe,and attach a location map): No#Reservoir Road,Fishers Island,Town of Southold, Suffolk County;SCTM#1000-9-8-1;property is located on west side of Reservoir Road,+/-900'north of Winthrop Drive;location map attached. Brief Description of Proposed Action: Construct a 2.5-story,+2,470 sf single-family dwelling with+225 sf and+950 sf attached decks and+615 sf unenclosed,grade-level masonry terrace;construct a 2-story,+1,630 sf accessory garage; install stormwater drainage system and I/A OWTS sanitary system; install 4'x 4'outdoor shower enclosure,buried utilities,and gravel driveway/parking;and permanently maintain a 25-foot wide non-disturbance buffer landward of top of bluff to remain naturally vegetated and undisturbed,all as depicted on the site plan prepared by CHA,dated September 5,2024. Name of Applicant or Sponsor: Telephone: 516-650-4004 Ferry View LLC(contract vendee) E-Mail: Address: c/o Emily R.Crisp,Manager;20 Riverview Road City/PO: State: Zip Code: Hobe Sound FL 33455 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. X 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: NYS DEC Letter of Non-Jurisdiction, Suffolk County Department of Health Services X 3.a.Total acreage of the site of the proposed action? 2•4 acres b. Total acreage to be physically disturbed? +/-42,500 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 2•4 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(suburban) ®Forest ❑Agriculture ®Aquatic ❑ Other(specify): ® Parkland Page 1 of 4 r 5.Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b.Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin, a state listed Critical Environmental Area? NO YES If Yes, identify: Names:Peconic Bay&Environs,Fishers Island;Reasons:Protect public health,water,vegetation,& scenic beauty,Benefit to human health&protect drinking water;Agency:Suffolk County;Dates:7-12-88,3-16-90 X 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11. Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: A new,I/A OWTS is proposed. X 12.a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? X X 13. a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply. ® Shoreline ®Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ®Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16. Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a. Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20. Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: Site Name:Fort H.G.Wright,Site Code: 152241,Program: State Superfund Program,Classification:A X I AFFIRM THAT THE ORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor na E.He=ann,Coastal Mgmt. Specialist Date: September 9,2024 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer.When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3.Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10.Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11.Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should,in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude.Also consider the potential for short-term, long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 `S '•°�',� _ h �,r3,4 p�p� :.{,cif•<- /' y " North Dumpling l mt4?'{4,J i South Dumpling Flat Hummock ch y Pt r:��YeIM North Hill gpESCENt 11-� FISHEI EAST Suffolk County Hagstrom Mp63 o � AVENE9 Hawks Nest Pt AV 1070 nd Po I y54; P - PIV 5i:; `' r::.•;�.; S�Q\\G � o tom' Fishers �bot Island YC yv' Brk kiinrd Hay Harbor P,o>,o�' W �y5� Pund -Club esr cQ`S Mo z GrT Site(Acces via sr oD �� "TAuk z GG Sub'ect roe�04 1 P P rtY) Co`� <x Erl and PS ny Hay Harbor Club g x eFace r� GC U.S.Navy.. Fx;: Foy r - eoch - :,e <<io Sr HS PS yr ;�" .EliiBbeth.Feld - eon Wilderness Pt Fnr� j ,- Race 'o Pt ��•r'`���YS� -=J i. �+ ,R. is C,. ;is-., :J2°o2'a �� xr., ' ,a. 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Crisp, Manager of Ferry View LLC, Contract Vendee owners of the property identified as SCTM# 1000 9=&l in the town of Southold New York, hereby authorizes En-Consultants to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. N/A Property w er's Signature Property Owner's Signature Emily R. Crisp, Manager Ferry View LLC, Contract Vendee SWORN TO BEFORE ME THIS h DAY OF aAj(,h , 2009 -V��,46 Notary Public VIROINIAFRBRICK fr ?* WOOMMISSIONOM377090 EXPIRES;Api19,2027 ,,,off• 1 >� xd of Trustees Applicatic, AFFIDAVIT Emily R. Crisp, Manager, Ferry View LLC BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORD 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. 2::Lp, R . k-, N/A Signatur of Property Owner Signature of Property Owner Emily R. Crisp, Manager, Ferry View LLC SWORN TO BEFORE ME THIS `/Jh DAY OF �A2�h , 20 ,,94 Notary Public .•• ; " VIRGINA ERMCK MYCOMMI3310NHH911080 . �A.•• EXPIRE&AM 9,20V i At EN-CGf�-ISE)I_TANTS To Whom It May Concern: I,Christian Arsenault,Superintendent/Principal and authorized signatory for the Fishers Island School District,owner of property located at(no#) Reservoir Road,Fishers Island,New York,SCTM#1000-9-5-1, do hereby authorize Emily R.Crisp, Manager of Ferry View LLC,as Contract Vendee,and En-Consultants as their agent,to file applications for regulatory permits/approvals to develop above referenced property with a single-family-dwelling and appurtenances. Signature: Christian Arsenault,Superintendent/Principal Fishers Island School District , Sworn to before me this St�I day of f?Ap��t ,2024 ` o��`r-• • �7 Nat Public =_ w 'ASO�V/.Dt'.ENA avaii,9ed in Suffolk County NG �' a b ;; r `r INataiY!'.�'t:C•u:1tt•:Of f`l�NYOti( ,7�GT-- +{' ltyCommi,•;htEr�rsNa:emirr47,?021 `� Okk C J��`a '7��tttlt ,tl1, =--- 1319 North Sea Road Southampton,New York 11968 l p 631.283.6360I F 631.283.6136 erl,w.ettcor.suI anrsxonl -- — �_+ivn•on+�entai cansultlnq APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethi rohibits conflicts of interest on the part oftown officers and emplo3ns,The ose of this form is to grovide information which can alert the t wn of ible c nflicts o in ere n allow it to a wh fever action is necessary to avoid same. Emily R. Crisp, Manager YOUR NAME: Ferry View LLC (Last name,first name,griddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally.for through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including it partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 51%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,of child is(check all that apply): f2A)the owner of greater than 5%of the shares of the corporate stock of the applicant -E (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submiited t ' �4 - da of 20 `} Signature — Print Name—Emily N. Crisp, Manager Fonn TS I Ferry View LLC APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM[ The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emplovees.The pgMose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. I YOUR NAME: HPrrmmrm Rpboi-t- E (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building _ Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person_ Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer;director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 41E=H;enTMnrm f Sept. 20 24 Signature Print Name Form TS 1 Cantrell, Elizabeth From: Jane Ahrens <ahrens jane@gmail.com> Sent: Sunday, December 1, 2024 12:55 PM To: Louisa Evans Cc: Cantrell, Elizabeth; Evans, Louisa; lesliegoss@mac.com;gcook@fiferry.com;zoobie9404 @gmail.com Subject: Re: Notice of Hearings on December 18, 2024 Hi, The notice is posted on Fishers Isla nd.net here https://fishersisland.net/southold-tb-trustees-public-notice-wetland-permit-applications-18dec/ Where is this in person meeting being held?I did not see a meeting location in the notice. Thanks,Jane On Fri, Nov 22,2024 at 4:00 PM Louisa Evans<lpevans06390@gmail.com>wrote: Thank you. On Fri, Nov 22,2024 at 3:16 PM Cantrell, Elizabeth<elizabethc@town.southold.ny.us>wrote: Good Afternoon, - Attached is a public notice for a Wetland Permit applications with the Southold Town Board of Trustees. If the attached could be noticed on the Fishers Island Fog Horn website and any other relevant public noticing areas it would be appreciated. If there are any questions regarding the attached noticing, please do not hesitate to contact me. Sincerely, ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 1 Fax: (631) 765-6641 Jane T.Ahrens Editor,fishersisland.net&eFog Horn 631-788-7487 203-801-8431 Cell/Text Instagram @finyinfo06390 Facebook @Fisherslsland.NY M. a. ® _,•, FOG HORN DEADLINE: November 22 for December 1 Issue Currentl Reading �j 2 S�FFO(,� Glenn Goldsmith,President 0 CMG Town Hall Annex A.Nicholas Krupski,Vice President y_ 54375 Route 25 Eric Sepenoski C x P.O.Box 1179 Liz Gillooly Southold,NY 11971 Elizabeth Peeples 'y p� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NOTICE OF HEARINGS ON WETLAND PERMIT APPLICATIONS NOTICE IS HEREBY GIVEN THAT PUBLIC HEARINGS WILL BE HELD AS AN IN-PERSON MEETING BY THE TOWN TRUSTEES OF THE TOWN OF SOUTHOLD ON WEDNESDAY, DECEMBER 18, 2024 AT OR ABOUT 5:30 P.M. AT THE TOWN HALL MAIN MEETING HALL LOCATED AT 53095 ROUTE 25, SOUTHOLD, N.Y. 11971 REGARDING THE FOLLOWING APPLICATIONS FOR PERMITS UNDER THE PROVISIONS OF THE WETLAND/COASTAL EROSION HAZARD AREA ORDINANCE OF THE TOWN. PLEASE BE ADVISED THAT THIS WILL BE AN IN-PERSON MEETING ONLY WITH NO OPTION TO PARTICIPATE VIA A ZOOM BASED WEBINAR. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and thomash@southoldtownny.gov. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. 1. FERRY VIEW, LLC (Contract Vendee) requests a Wetland Permit to construct a 2.5 story, 2,470sq.ft. single-family dwelling with +225sq.ft. and +950sq.ft. attached decks and +615sq.ft. unenclosed, grade-level masonry terrace; construct a two-story, +1,630sq.ft. accessory garage; install stormwater drainage system and I/A OWTS sanitary system; install a 4'x4' outdoor shower enclosure, buried utilities, and gravel driveway/parking; and to establish and perpetually maintain a 25-foot wide non- disturbance buffer area along the landward side of the top of bluff which is to remain naturally vegetated and undisturbed. Located: Reservoir Road, Fishers Island. SCTM# 1000-9-8-1 2. FRITZE FISHERS LLC, c/o ANITA FRITZE requests a Wetland Permit to construct a 622sq.ft. one-story hallway to a two-story addition with foundation onto existing permitted dwelling. Located: 560 North Hill Road, Fishers Island. SCTM# 1000-6-1-4.3 3. HAMILTON RESIDENCES LLC requests a Wetland Permit to replace existing detached garage with new attached garage including finished rooms above; reconfigure windows and exterior walls in existing main house; renovate existing front porch; and replace existing pergola with screened-in porch. Located: 270 Pheasant Drive, Fishers Island. SCTM# 1000-5-2-4 4. CARMEN BROOKS requests a Wetland Permit for the existing 30.5'x32.2' dwelling, remove existing partial second floor and construct a full second-story addition; new 5'x9' front covered stoop and a 6.2'x30.1' seaward covered porch. Located: 1232 The Gloaming, Fishers Island. SCTM# 1000-10-9-16 ALL PERSONS INTERESTED IN SAID MATTERS SHOULD ATTEND IN PERSON AT THE TIME AND PLACE ABOVE SPECIFIED AND WILL BE GIVEN AN OPPORTUNITY TO BE HEARD. APPLICATIONS MAY BE REVIEWED AND COMMENTS MAY BE SUBMITTED IN WRITING UP TO 24 HOURS PRIOR TO THE HEARING. Dated: November 22, 2024; Glenn Goldsmith, President, Board of Town Trustees; By: Elizabeth A. Cantrell, Administrative Assistant a � L NOTICE TO ADJACENT PROPERTY OWN , i DEC 1 1 20?A BOARD OF TRUSTEES, TOWN OF SOUTHOLD Southold Town In the matter of applicant: Board of Trustees Ferry View LLC SCTM#1000-9-8-I YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Construct a 2.5-story,+2,470 sf single-family dwelling with+225 sf and+950 sf attached decks and+615 sf unenclosed,grade-level masonry terrace;construct a 2-story,+1,630 sf accessory garage;install stormwater drainage system and I/A OWTS sanitary system;'install 4'x 4'outdoor shower enclosure, buried utilities,and gravel driveway/parking;and permanently maintain a 25-foot wide non-disturbance buffer landward of top of bluff to remain naturally vegetated and undisturbed,all as depicted on the site plan prepared by CHA,dated September 5,2024. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: No#Resevoir Road,Fishers Island 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wed.,Dec. 18,2024 @ 5:30pm;Town Hall Meeting Room,53095 Main Rd.,Southold You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. Ferry View Road(Contract Vendee) c/o Emily R.Crip,Manager PROPERTY OWNERS NAME: 20 Riverview Road MAILING ADDRESS: Hobe Sound,FL 33455 PHONE #: 516-650-4004 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: 1000-9-8-2.1 PO Box 1179 Town of Southold Southold,NY 11971 1000-9-9-5 333 Stamford Avenue Charles F.Carroll Stamford,CT 06902 1000-9-9-29.6 52 Robin Road FWFI 2020 Nominee Trust Weston,MA 02493 1000-9-9-29.8 2130 Wingfield Road CL Rafferty Trust Charlottesville,VA 22901 1000-130-1-1.4 (Plum Gut-underwater land) Albany,NY 12200 New York State E C E I V E FEC 2024 Southold Town Board of Trustees STATE OF NEW YORK COUNTY OF SUFFOLK Robert E. Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being duly sworn, deposes and says that on the loth day of December ,20 24 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton , that said Notices were Mailed to each of said persons by (certified)( ps mail. Robert E. Herrmann Coastal Managment Specialist Sworn to before me this 10th day of December 2024 KIM H. STEPHENS Notary Public-State of New York No.01 ST5015931 Qualified in Suffolk County Notary is My Commission Expires August 02,20� . • o Postal ServicePostal Service TM rq Ln CERTIFIED MAIL Domestic Mail Only Domestic Mail Only For delivery information,visit our website at www.0 7 Ir Certified Mail Fee Q' 7Rh, ru m $ Eyl, d';l c � ! Extra Services&Fees(check box,add fee as appropriate) �, . RI ees(checkbox,add fee as appropriate) y "/ []Return 17:1 Receipt(hardcePY) $ �'`' � ' rdcopy) $ ✓�f ❑Return Receipt(electronic) $ 4'' Pos irk r ❑Retum Receipt(electronic) $ P�'r Postmark f' O ❑Certified Mail Restricted Delivery $ a i y % 1_-3 [:]Certified Mail Restricted Delivery $ ' �vGC Here � []Adult Signature Required $ �'- / sz1, [] Adult Signature Required $ l ,7 0pj ✓ [:]Adult Signature Restricted Delivery$ CV °''y []Adult Signature Restricted Delivery$ V a s p m Postage z� J fY( Postage m Total Po 1 `{ m Total Postag' ru Sent To CL Rafferty Trust ru Sent TO Town of Southold o Street at 2130 Wingfield Road C3 f"""""""" SiieetandAF PO Box 1179 Charlottesville,VA 22901 ;_"-----_ r` Southold,NY 11971 Ciry,Ste City,State,Z TI Postal Service m U.S. Postal CERTIFIED MAILP RECEIPT CE) Il.l I CERTIFIED MAILP,RECEIPT.', . , Domestic Mail 1 Domestic Mail Only, For delivery information,visit our website at rmation,visit out website at www.usps.com". A'•"a fr.:,� ,::x• rc ��:�y gD f.1 rl ax} 'x% Er Certified Mail Fee Er Certified Mail Fee ru rn Extra Services&Fees(check box,add fee as appropriate) ��� ,,,,..,. Extra Services&Fees(check box,add fee as ppropriate) ❑Return Receipt(hardcopy) $ n�., r..� ❑Return Receipt(hardcopy) $ �Ey p' 0 ❑ReturnReceipt(electronic) $ �,d Postm �pI p ❑ReturnReceipt(electronic) $ r ?ostmafk� 0 ❑Certified Mail Restricted Delivery $ 1p F�r ' rj 1--3 ❑Certified Mail Restricted Delivery $ Here a ❑Adult Signature Required $ C. Jy � [:]Adult Signature Required $ '� p []Adult Signature Restricted Delivery$ ;j1 �`G ,J []Adult Signature Restricted Delivery$ 1 jO Postage >...��� Postage fTl Total! rn - �"^ �' "" m Total Pr - nj $ ent. FWFI 2020 Nominee Trust I rNu senrTo, Charles F. Carroll C3 stieei 52 Robin Road o Stieef a 333 Stamford Avenue Weston MA 02493 Stamford,CT 06902 ----------- --------- Ciry": ° crry,"sre Postal CERTIFIED oRECEIPT Lri Domestic Mail Only rq For delivery information,visit our website at www.u;iP---.-o--- E' Certified Mail Fee k `� ru a^ � IT1 Extra Services&Fees(check box,add fee as appropriate) ❑Return Receipt(hardcopy) $ O ❑Return Receipt(electronic) $ 7 Postmark ir 3 El Certified Mall Restricted Delivery $ HefB p ❑Adult Signature Required $ ❑Adult Signature Restricted Delivery$ "YC-a {� Postage m m $ a� - M Total Postal ru $ ru Sent To New York State C3 StieetendAj Albany,NY12200 Ciry State,e .o Glenn Goldsmith, President !;t`�gUFfO(k�;> ' Town Hall Annex A, Nicholas Krupski,Vice President 4`�0� ray 54375 Route 25 Eric Sepenoski r o L P.O.Box 1 179 vo Liz Gillooly _ .' Southold,NY 11971 Elizabeth Peeples �a4! Telephone(631)765-18.92 Fax(631)765-664 t BOARD OF TOWN TRUSTEES .TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of FERRY VIEW, LLC (Contract Vendee) COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING ; DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS INPLACE FOR :4T LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE— COMPLETE THIS FORM ONEIGHTH DA"Y OR°CATER ; ' Craig Biggerresiding at/dbd CHA Consult ing,400 Ca itolBoiale. ard Rocky Hill CT 06067tf being duly sworn, and say: the 20th day of Novemberpersonally ,.'. ..:.. „`"';`;: .� ' That on 2024 I perso y p e properfy. `,',...t=?..... . 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'��" r-tr�'},5'p,�.1'y'7i�'¢s+.�,' :�4• :.�ui•R>. to_ ��j': d,r �� -� .. ..� -D" - ''�;,��,,;:t'h"�,`6�;^�1�?��;��+�'•��,`i ;'k�;'s�k�,�wQt,. „[y w- �4�,3t z' •y �,. _ 'a r �`, ;, `x"a3�rl� `+v'r° �''• ',s• r•�� _ fi �`*1• '��,`.J*'` r., ,1 • ,;twr.,,aasr;r,+".k�' ,l"a'y:c�pta � �'S e+ '�t� ya •"y-,�"' :,f'o,�' .�,;. .+�. ti, ,;fit ��4�' 'u '�{`,'� �sn r°> --'-- •�. van_:.��;31,.E...:..Jwf�ro.;?dw>�i�s.� -�.. �' -a ,:5 c'.�5' .. S:,sT.;c"s"'s`F�9�''' i5ss 'a NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: FERRY VIEW LLC SUBJECT OF PUBLIC HEARING: Construct a 2.5-story, +2,470 sf single-family dwelling with +225 sf and +950 sf attached decks and +615 sf unenclosed, grade-level masonry terrace; construct a 2-story, +1,630 sf accessory garage; install stormwater drainage system and I/A OWTS sanitary system; install 4' x 4' outdoor shower enclosure, buried utilities, and gravel driveway/parking; and permanently maintain a 25-foot wide non-disturbance buffer landward of top of bluff to remain naturally vegetated and undisturbed. Located: Reservoir Road, Fishers Island. SCTM# 1000-9-8-1 TIME & DATE OF PUBLIC HEARING: Wednesday, December 18, 2024 - at or about 5:30 PM. If you have any interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until 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 t Town of Southold ` LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS l, All applicants for permits* including Town.of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si nificant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 9 - g 1 PROJECT NAME Ferry View LLC The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Construct a 2.5-story,+2,470 sf single-family dwelling with+225 sf and+950 sf attached decks and+615 sf unenclosed,grade-level masonry terrace;construct a 2-story,+1,630 sf accessory garage;install stormwater drainage system and I/A OWTS sanitary system; install 4'x 4'outdoor shower enclosure,buried utilities,and gravel driveway/parking;and permanently maintain a 25-foot wide non-disturbance buffer landward of top of bluff to remain naturally vegetated and undisturbed,all as depicted on the site plan prepared by CHA,dated September 5,2024. Location of action: No#Reservoir Road,Fishers Island Site acreage: 2.4 acres Present land use: Vacant-Residential Present zoning classification: R-80 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Ferry View,LLC(contract vendee) (b) Mailing address: c/o Emily R. Crisp,Manager 20 Riverview Road,Hobe Sound,FL 33455 (c) Telephone number: Area Code 516-650-4004 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑. Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ®Yes ❑ No ❑ Not Applicable As designed,the project is consistent with Policy 3 to the extent that a 25'wide non-disturbance buffer would be permanently maintained between the top of bluff and the area of the property to be developed,thus maintaining a visual buffer between the proposed development and Fishers Island Sound and adjacent beach. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ®Yes ❑ No ❑ Not Applicable The project is consistent with Policy 4,as the property is characterized by a presently stable,well vegetated bluff with toe protection, and the proposed development is located well outside the Coastal Erosion Hazard Area;elevated well above any FEMA designated AE or V flood zones;and will permanently maintain a 25'wide non-disturbance buffer between the top of bluff and the area of the property to be developed. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ®Yes ❑ No ❑ Not Applicable See attached narrative addressing Policies 5 and 6. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR FERRY VIEW LLC NO.#RESERVOIR ROAD FISHERS ISLAND,NY SCTM#1000-9-8-1 LWRP Policies 5 & 6 The proposed development of the subject property has been designed to provide a reasonably sized residence on a 2.4-acre parcel,with a proposed GFA almost 1,000 sf below that allowable by code and total lot coverage of 8.9%, less than half of the 20 percent allowed by code. Due to the limited lot depth between the road and bluff,however, it is necessary for the dwelling to encroach to some degree on both the 100-foot bluff setback and 60-foot front yard setback.But to favor protection of the bluff, an unequal balancing of these encroachments is proposed, with only a 10-foot or 10% encroachment on the required bluff setback and a 20-foot or 33% encroachment on the front yard setback. Through its approval of Appeal #7854, the Zoning Board of Appeals supported these proposed setbacks, as did the LWRP Coordinator. To further mitigate the proposed development, 1) all clearing, grading, and ground disturbance is limited to a distance of 25 feet from the top of bluff, as recommended by the LWRP Coordinator in connection with the application for zoning variance,thereby permanently establishing a 25-foot wide non-disturbance buffer landward of the bluff;2)on-site septic would be treated by a low-nitrogen,Fuji Clean CEN 10 I/A OWTS sanitary system with leaching galleys located at least 144 feet from the bluff; 3) a stormwater drainage system is proposed to collect and recharge runoff from the dwelling roof, masonry patio, and driveway; 4) the proposed accessory garage is located more than 100 feet from the bluff; and 5) project limiting fencing will be installed to control and contain site disturbance during construction. Therefore, as designed with the incorporated mitigation, the project will not adversely impact groundwater or the quality and function of the surrounding ecosystem, including the adjacent bluff and surface waters of Fishers Island Sound, consistent both with the permit standards of Chapter 275 and the goals of LWRP Policies 5 and 6. See attached narrative addressing Policies 5 and 6. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes FIN o® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect.Southold's water-dependent uses and promote siting`uf new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management Specialist DA T E September 9,2024 Robert ann Amended on 811105 S 0, Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.MA - THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q� 1000 9 8 1 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN rI3 s—Fr cT Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT Yes No a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within 2 4 Generated by a Two(T)Inch Rainfall on Site? F the Scope of work for Proposed Construction) (This item will include all run-off created by site (S.F./Acres)) b,What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed +/-42,500 sf Site improvements and the permanent creation of construction activity? (S.F./Acres) impervious surfaces.) 2 Does the Site Plan and Survey Show All Proposed XF PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This item shall include all proposed Grade Changes and Construct a 2.5-story,+2,470 sf single-family dwelling with Slopes Controlling Surface Water Flow, +225 sf and+950 sf attached decks and+615 sf unenclosed, 3 Does the Site Plan and/or Survey describe the erosion ❑ grade-level masonry terrace;construct a 2-story,+1,630 sf and sediment control practices that will be used to X accessory garage;install stormwater drainage system and I/A control site erosion and storm water discharger.This OWTS sanitary system;install 4'x 4'outdoor shower enclosure, Item must be maintained throughout the Entire Construction Period. buried utilities,and gravel driveway parking;and permanently maintain a 25-foot wide non-disturbance buffer landward of top 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natura of bluff to remain naturally vegetated and undisturbed,all as Existing Grade involving more than 200 Cubic Yards depicted on the site plan prepared by CHA,dated September 5, of Material within any Parcel? 2024. 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres:including disturbances of less than one acre that '] Will there be Site preparation on Existing Grade Slopes Elare part of a larger common plan that will ultimately disturb one or more acres of lands; which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges, p (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑ X 1.The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, F required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit. In addition,the SWPPP shall Area?(This item will NOT include the installation of Driveway Aprons.) identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE:If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. g P P P g (NOTE:A Check Mark(X)and/or Answer for each Question is Required for a Completed Application). STATE OF NEW YORK,COUNTY OF -S--uffo ffo-lk------------------------ SS That I, Robe_rt E.Herrmann being duty sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the Agent-for-Owner----- ------ ---------------�-------------------- -------piss------ ---------------------- ----- Owner,Contractor,Agent,Corporate Officer,etc. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are ith best of his knowledge and belief;and that the work will be performed.in the manners set forth in the application filed her Sworn to before me this; 9th daY o ,September ,20 24 ------------------------------- - - - Notary Public _ - - ------ -- ---- ---Sk� -KING-H.--ST PHENS- sign-sureo --- ---- signature of Applicant) FORM - 06/10 No.01ST5015931 Qualified in Suffolk County h yg( My Commission Expires August 02,20.E l I I (d EN-CONSULTANTS September 9,2024 ® (� Town of Southold V S E P 1 1 2024 Board of Trustees 54375 Main Road Post Office Box 1179 Southold Town Southold,New York 11971 Board of Trustees Re: Ferry View LLC (contract vendee) No#Reservoir Road,Fishers Island SCTM#1000-9-8-1 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Four(4)Wetland Permit Applications including: a) Authorization&Disclosure Forms(contract vendee); - Notarized Owner's Authorization&property deed. b) Short Environmental Assessment Form; c) Erosion, Sedimentation& Storm-Water Run-off Assessment Form; d) LWRP Consistency Assessment Form. 2. Photographs. 3. Copy of Operating Agreement of Ferry View LLC. 4. Copy of ZBA Findings, Deliberations and Determination for File#7854. 5. Topographic map prepared by CHA, dated May 18,2023. 6. Site plan prepared by CHA, dated September 5,2024. 7. Application fee of$1,250.00. I hope this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sin ierely, 4 Robert . errmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting OFFICE LOCATION: OF S®(/ MAILING ADDRESS: Town Hall Annex �� T°y® P.O.Box 1179 54375 State Road Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1809 �Q http://southoldtownny.gov ®�ycOIB � RECEIVED ZONING BOARD OF APPEALS d- CS 3:148y ,n Town of Southold DEC 2 6 2023 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 21,2023 ZBA FILE#7854 NAME OF APPLICANT: Fishers Island School District/Ferry View LLC PROPERTY LOCATION: Reservoir Road, Fishers Island,NY SCTM#1000-9-8-1. SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 26,2023 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 DETERMINATION: 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 December 1,2023. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 2.4-acre parcel located in an R- 40 Zoning District. The parcel is runs+/-348.00(Deed)feet along Fishers Island Sound,runs 249.95 feet along Reservoir Road, runs 186.45 feet on a radius on the North East side, runs +/-232.7 feet on the North side and then parcel runs +/- 363.10 feet on the South side. The property is currently vacant as shown on a survey by Craig P. Bigger L.L.S., dated May 18,2023. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-14; Article XXII, Section 280-116A(1);and the Building Inspector's August 11,2023,Notice of Disapproval based on an application for a permit to construct a single family dwelling and an accessory garage, at; 1) dwelling is located less than the code required minimum front yard setback of 60 feet;2)dwelling is located less than the code required 100 feet from the top of the bluff, 3) garage is located in other than the code permitted rear yard; located at Reservoir Road,(Adj.to Fishers Island Sound)Fishers Island,NY. SCTM#1000-9-8-1. RELIEF REQUESTED: The applicant requests variances to construct a two-and one-half story residence with a front yard setback of 40.3 feet where town code requires a minimum 60-foot front yard setback. The proposed new dwelling is located 89.8 feet from the top of the bluff where town code requires a minimum of 100 feet setback from the top of the bluff. The applicant also proposes to build an accessory garage in a side yard 1 Page 2,December 21,2023 #7854,Fishers Island School District/Ferry View SCTM No. 1000-9-8-1 location where town code requires accessory garages to be located in a rear yard location or in the case of waterfront parcels accessory garages may also be located in a front yard location. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 7,2023 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_4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is a waterfront neighborhood consisting of single-family waterfront homes. The proposed dwelling with accessory garage is similar to the architectural style, size, and scale of other homes in the neighborhood. 2. Town Law 4267-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 lot is a narrow lot and is oddly shaped with two curved areas. The applicant is proposing to locate the house and garage as far away from the bluff as practically possible. The property is wide with little depth so a code conforming building envelope is too narrow to build an appropriately sized dwelling similar to others in the neighborhood without variance relief. There is no code conforming location on the subject lot to locate an accessory garage. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial. The variance granted herein for the non-conforming 40.3-foot front yard setback represents 33% relief from the code. The variance granted herein for the non-conforming bluff setback represents 10.2% relief from the code. The variance granted herein for the non-conforming garage location represents 100% relief from the code. However,the applicant designed the house to conform to the character of the neighborhood while achieving the greatest bluff setback that is possible. The applicant's proposed design protects the environment to the greatest extent that is practicable by achieving the proposed bluff setback. 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. 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 the relief as requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a residence with accessory garage 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 Dantes, seconded by Member Acampora, and duly carried, to GRANT the variances as applied for, and shown on the Architectural Plans, labeled lower-level floor plan, upper-level floor plan, attic level plan, conceptual West elevation, conceptual North elevation, and garage elevations; prepared by Alexander Ridgeway, R.A. last dated October 10, 2023; and the survey prepared by Craig P. Bigger L.L.S. dated May 18, 2023. f Page 3,December 21,2023 - #7854,Fishers Island School District/Ferry View SCTM No. 1000-9-8-1 SUBJECT TO THE FOLLOWING CONDITIONS: l. The applicant must obtain approval from the Southold Town Board of Town Trustees. 2. The applicant must install an Innovative Advanced(IA)sanitary system or as approved by the Suffolk County Department of Health Services. 3. The applicant shall install a minimum I0-foot-deep non-turf buffer along the entire top of the bluff on the subject property, or as required by the Town of Southold Board of Town Trustees. This approval shall not be deemed effective until the required conditions have been met At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued 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. LMYORTANT LIMITS ON THE APPROVAL(S)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformides 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. TIME LIMITS ON THIS APPROVAL: 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. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REOUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board:Ayes: Members Weisman(Chairperson), Dantes, Planamento,Acampora and Lehnert. (5-0) es ie Kanes Weisman,Chairperson Approved for filing 1�.4 �A /2023 -17607 mm551 QUITCUIM DEED TItIB•INDENTURE, made this o2 J~day of 1974,,between theme -UNITED STAVES�OF AMERICA, GRANTOR, acting by and through the Secretary of Health, Education,'and Welfare, by Bernice L. Bernstein, Regional Director of Region Ii; New Yoi:k, New York, undei and pursuant to the powers and'Authority contained in the provisions of the Federal Property and Administrative gar- :-dicis Act of.1949, (63 Stat. 377) as amended, (hereinafter referred to s the ACt)'and,,bepatmsnt of Health, Education, and Welfare Statemagt.oOrinta-'�/� , F FJ1a Q-u 'tiin'gnd Delepabion of Authority (35 F. R. 11653, July 14,. 1970/and the Union FIsHairs IS lot 1gI Free School District #4; Fishers Island, County of Suffolk, New.Yorkt"a:union Op fre@'`sobool'district organised-under the Education-Law of the State of..New York, t :;'.{e;"principal office saw located on Fishers Island, New,York,:GRANTEE. M WITNESSETR . 9d:t;!t.i x. .THAT the GRANTOR, for and in consideration of the observance and per- -.formance of,the%°conditions, covenants, reservations, and restrictions herein 0, 1r se't''eontaindd, and other good and valuable consideration, receipt of which a i's•hdreby ackdo'wledged, has remised, released and forever quitclaimed, and by t ;, + wir out..ipprasenta i :Ch -a"sente does remise*.release and forever quitclaim,;,, tion or warranty, express or implied, subject to the covenants, conditions, re- igtions, and reservations hereinafter contained, unto the said GRANTEE, and to its successors and assigns, forever, the following described premises: ALL that"interest in the parcel of land situated at Fishers Islsnd,•_r/SC LA0�� Suffolk County, State of New York, said land being more particularly described as follows: BEGINNING at a cross encircled with yellow paint chiseled oiva large . rock-outcrop sixteen (16') feet from the edge of a bluff,.which point is N 330 : 581E a distance of one thousand seven hundred forty-two feet (17421) 'more of less; from a spike marking the south"corner of U. S. Coast Guard Parcel No.. I (C. G.`#1) on Plan of Fort H. G. Wright Reservation prepared by Chandler i` ':palmer Engineers, Norwich, Conn., dated February, 7, 1955, revised February 21'; 1957; and-®aid point of beginning also located N 4° 01W deven hundred.and Thirty feet (7301). more or less, from a standard United States Coast Guard •braes survey mark D set in concrete on the southwest cornet of the United States Coast.Guard watch tower; THENCE S 33 - 52 E eighty-two and seven. tenths feet (82.7') to standard United States Coast Guard brass survey Mark kset'ia con- crete'.twenty-six"feet (261) more or less, from the center line of Reservoir Road; THENCE around a"circular curve to the left whose radius is one hundred " thirty-deven and one tenth feet (137.11), whose length is one hundred eighty- six and, five tenths feet (186.51). and whose long cord is one hundred seventy- two sad four:,tentha feet (172.41) bearing S 9° - 33'E, to standard United States Coast Guard brass survey mark B set is concrete twenty-seven feet (27.1)•, more 'or less,� fiom the center line of Reservoir Road; THENCE S 48° - 321E fourteen ai'Es�A1=: j -.:S1A1i: OF ?¢, . . t"' "-'''-'�.•ikkNS'r.iRFitk'rF �w-i�EJJ.1'vEtK`•��' . 101. .pm: 10'965.�_ LESIER Ad.ALBERTSON D MAR 29 1974. Cleric of Suffolk county ::''? :>k,,.]°: i •' UsER76O7'FW' 552 and ni6ety-niti'6-hundredths feet (14.991) to a point; THENCE S 46° - 32W : . thirty-one.and'thirty-four hundredths feet (31.341) to a one-quarter Inch ' lag-screw set•in.concrete twenty-seven feet (271)-more or lose, from the centex line'of Reservoir Road; THENCE around a circular curve to the left whose,..radius• is taro'hundred seven and five tenths feat (207.51),'whose . length is one,hundred thirty-five and seven tenths feet (135.71) and whose' long:chord •ie.6ne hundred thirty-three and three tenths feet (133.31) `. beaiing•S 270.-- 471W, to a one-quarter inch lag screw set in concrete '.''tventy4even'feet (271), more or less, from the center line of Reservoir Road;•:WNCE around a circular curve to the right whose radius is four hundredtwenty-nine and three tenths feet (429.31), whose length is eighty- . . two sad.nine tenths feet (82.9') and whose-long chord is eighty-two-and eight'tenths:#eet (82.81) bearing S le - 511W to'standard United States:. g: . >•:;, Coast Gnarl .brase survey mark C set in concrete twenty-seven feet (27�),'- more or less, :from the center line of Reservoir Road; THENCE N 630 - 37'W ' one hundred fifty-five and nine tenths feet (155.41) to a chiseled cross encircled with yellow paint on the rock outcrop on the high point of the bluff;:.THENCZ continuing in the same direction fifty-seven and.two tenths feet (57,12').to.a one-quarter inch lag screw set in•concrete at the edge ' . of the"bluffs '::feet; 150 -THENCE continuing in the same direction one hundred fifty � . ' ( )r.�re or lees, to a mean low water line; THENCE fol lowing*and' : . . ;;'•,:',' meagde=ing with;-the mean.low.water line in a northerly direction three :•;:hundred aod:..forty,-eight feet (348') more or less to a point.- .THENCE 8 330 :52I ,,, e,hundred'and fifty feet (1501) more or less,to flte POINT OF BEGINNING: r c9ntaining'2.12-acres, more or leas. :•:.AND; the appurtenant easement, described as follows: of:that land lying between the antenna site and Reservoir Road a' .;consisting of. it-strip of land (201) wide whose center line begins at a one- ` rter.inch'An screw set in concrete at the <Na g point on'the east boundary the.aatenna site where the curve to the left changes to-'a curve to- -',. ; "lthe.'tight', 'extends S 400.191 E to the north side of the right of way.for ::.. ko-sorvoir Bond.: -(27') from boundary line to 1 center-line of Reservoir, ' TOGETHER--WITH the appurtenances and all the estate and-rights of th$•' .''GRAN7.'QR in and to the said premises. z 'SUBJECT to.any state of facts that may be disclosed by a physical . examination of the premises. ff1 SUBJMT.FURTHER to any state of facts that an accurate and adequate fY t: survey,of the premises may disclose. Sum CT.FURTHER to any covenants, conditions restrictions, reservations, Ptl eaeementa, rights :of`way and agreements, if any,-contained in instruments of ' record affecting:said premises so far as the same may now be in force and of FAVE AND TO HOLD all and singular the foregoing described premises, ~ f' together with the appurtenances, unto the said GRANTEE, its successor®and ' .assigns, Forever. - THIS-CONVEYANCE is executed, delivered and accepted upon each of the ' folZowing 'conditions subsequent, which shall be binding upon and enforceable against the-GRANTEE,`its successors or assigns,.-and each of them; and these :. k. . - 2 - .Z'.. .a± ,$p{F, $ .l4 St�fi4�" fir`. :. '- ,,.. '. ... . '. _.'..:.y.. ...�•:�: .',.': .. , LESTER A&ALBERTSON +'K' c a'R:.D,E D' MAR 20 1974 CI-.A of Suffolk County ,