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HomeMy WebLinkAboutRuttura, Peter & Donna r ; Glenn Goldsmith, President `�®F S0�/,� Town Hall Annex A. Nicholas Krupski,Vice President ®Vv ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski J�t Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples �® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 15, 2024 Frederick Robert Weber, Architect 41 East Maple Road Greenlawn, NY 11740 RE: PETER & DONNA RUTTURA 900 SOUND DRIVE, GREENPORT SCTM# 1000-33-4-4 Dear Mr. Weber: The Southold Town Board of Trustees reviewed the site plan prepared by Frederick Robert Weber, Architect, dated May 28, 2024 and determined that the proposed construction of a two- story dwelling with detached two car garage is out of the 100 foot Wetland jurisdictional area under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary, or within 100' landward from the edge of vegetated wetlands, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. Sincerely, . ,4". Glenn Goldsmith, President GG:ec LONG ISLAND SOUND STORM WATER POLLUTION PREVENTION CONCRETE FREDERICK CONSTRUCTION PHASING: S8543'00"E COVER OR :'! ROBERT OLD..06' TRAFFIC C.I. GRATE 1- CLEAR PROPERTY IN AREA OF CONSTRUCTION TIE LINE PER FILED MAP BEARING WEBER 2- INSTALL SILT FENCE. / 3- CONSTRUCT FOUNDATION FOR NEW HOUSE, PATIO t GARAGE. ( SLAB PRECAST MAY 2 Z02, 4- INSTALL DRAINAGE STRUCTURES. CONCRETE CHIMNEY _ 5- FRAME NEW RESIDENCE AND INSTALL ROOFING AND SIDING. 6"� FILTER CLOTH AGAINST -- -_- 6- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. DRAIN6 AGE - WOVEN WIRE FENCE W/ ARCHITECT PIPE j DR VEN 16" MIN.ENTO,' OC INSPECT SILT FENCE WEEKLY I GRADE, EMBED FILTER HIGH WATER MARK I �. LAND DISTURBANCE: 12,000 SF _ i TYPICAL p W I CLOTH 6" INTO GROUND 05/23/2023 CLEAR SITE IN AREA OF CONSTRUCTION INCLUDING HOUSE, GARAGE, PATIO, DRIVEWAY, _ -- I DRAINAGE ' < I TRAFFIC DRYWELLS ( SANITARY SYSTEM. PROVIDE GUTTERS ( LEADERS PIPED TO DRYWELLS. -"-- --- ----- ASPHALT -- �- --- � RING �° > i T Coat BEARING CLEAN FILL WILL BE BROUGHT IN FOR SANITARY SYSTEM AS REQUIRED. I Base GRATE EXPECT EXCESS FILL FROM BASEMENT AREAS TO BE REMOVED. FLOW O tr PIPE TRENCH DR if NCONSTRUCTION ENTRANCE AND STAGING AREA --_ _ - ---- - 4 i I SLOPE � � DRAINAGE RING ---- -------------------- --- --- 6 -- -- �t I �, 8'-O"� �, i �° z STONE REMOVE TOPSOIL IN ALL AREAS OF CONSTRUCTION. STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEMS. _ RpGK WA i 2' CLEAN SAND _� I BLEND BOTTOM GRAVEL FILL ------- BLUFF �----------------------J ocy---------`---- _ WPU CROSS SECTION CROSS SECTION =GRAN1 rE W �o-----___ 10 TYPICAL SECTION DRAINAGE RING SILT FENCE DETAIL TRENCH DRAIN DRIVEWAY W ---- ____----- ------------ 12 ----- - - ---------- - 14- --- ----- 2 _---- -- �' ____-- 22. -_--- SITE DRAINAGE: _'`- - -----_____- ----- O 30---- 2Fs-" 2a 30-- - TEST HOLE DATA PROPERTY OWNER: 0I ---- ------�------ _ ''-- _ _---------_- 32--------- --- PETER RUTTURA ~ DR# AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) O' ------__ ----___ ______------ -"- ------ McDONALD GEOSERVICES _ - ----__ ------_--------- --3 34-----_----------- JANUARY 8. 202'f, 3PM DONNA RUTTURA (1) 8' Dia. x 6' Deep w/ !Z 40 = __- --- ----------- -- 36--- --------- 38----- r, A HOUSE/PATIO (EAST) 1500 sf x .144' Ram = 249 cf Traffic Bearing Top 283"5 cf _ _ _ - -_____-_ _ _________-- - _ 40------- EL +52' (t) SITUATE: GREENPORT w O TOWN OF •SOUTHOLD B (1) 8' Dia. x V Deep w/ FED- - -- _ __-- -__--- --- 42 --___-- - DARK BROWN HOUSE/PATIO (WEST) 1000 sf x .144' Ram = 144 cf 253.5 c( ______--- 5 SUFFOLK COUNTY, NEW YORK Traffic Bearing Top ° `� - - - -- --------- 44 --____ LOAM OL 46---- SURVEY INFORMATION: HOUSE (SOUTH) (D 8' Dia. x 6' Deep w/ - 5p- `---_- __- - -- -_---- 487 — C DRIVEWAY (WEST) 1200 sf x .144 Ram = 199.2 cf Traffic Bearing Top 253.5 cf _ _ _- - _--- 50_-- --- FOX LAND SURVEYING WESTHAMPD GARAGE/BREEZEWAY f 164' in = 2 cf (1) 8' Dia. x 8' Deep w/ 338 cf - 7 �F-BLUEE __ -------- _ SURVEYED: MAY BEACH, NEW YORK 2000 s x . Rain 33 52�-""- -� SURVEYED: MAY 23, 2023 DRIVEWAY (EAST/SOUTH) Traffic Bearing Top DECK & ELEVATIONS ARE REFERENCED TO NAVD 1988 ..) � STEPS House, Garage and Porch Roofs to have Gutters i Leaders LOT 20- MAP OF "EASTERN SHORES" Connected to Underground Drainage Structures (Tgp.) BENCH FILED APRIL 21, 1964, MAP NO. -4021 r - � � 8'0 Ring: 42.25 cf/Ft of Height 2.6'E LLLL ". i LOT AREA: 203 SF (TO TIE LINE) CEHL PER COASTAL EROSION HAZARD BUILDABLE LAND: 21,013 SF �' \ ' AREA MAP PHOTO ' PROPOSED SANITARY SYSTEM NO. 51-606-83 SOUTHOLD TOWN ZONING: R-40 Z (NONCONFORMING: 20,000 to 39,999 SF) � NEW I/A OWTS PER SCDHS STANDARDS LAST DATED OCT. BROWN CLAYEY FOR 6 BEDROOM HOUSE 28, 1991. Lot 21 SAND W/ YARDS: (PRINCIPAL SETBACKS) NEW "FUJI-CLEAN" CEN-1 TREATMENT TANK PROVIDING GRAVEL SC FRONT 40' 100 GPD HYDRAULIC FLOW (64.0 GPD REQUIRED) Lot 19 L t 20 E (ONE): IS SIDE (BOTH): 35 REAR: 50' 't \ o \ �� SOUTHOLD TOWN LOT COVERAGE: 20% (MAX.) DRAWING TITLE: MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. '� \\ o 1 HEIGHT (MAX.): 35'. (2) STORIES NOTE: '+ \ - ------- - \ '+ a HOUSE: 1918 SF SITE PLAN I/A OWTS TANK GREATER THAN 15' FROM SURFACE WATER + 1� ' T ,\ FRONT PORCH: •46 SF LEACHING GALLEYS GREATER THAN 100' FROM SURFACE WATER I/A OWTS TANK LEACH GREATER THAN 5' FROM BUILDING W/ SLAB REAR PORCH: 6 SF t ___ �� \ \ `,5�, � BREEZEWAY: 0 SF LEACHING, POOLS GREATER THAN 10' FROM STRUCTURES +i \ \ ++ Zc, GARAGE: 514 SF SWIMMING POOL: -460 SF 50 TOTAL: 3301 SF + FIN. FL. FEN "WOODED" \ �+ WATER IN + \ EL +58.0' °.2 j ++ \ \ 1 ----- BROWN CLAYEY LOT COVERAGE (PROPOSED): 15.1% -- _i _ \ \ ` SAND W/ JOB: SYSTEM GRADE RISER TO _ _ _ 100' SLUFF SETBACK _ _ __ _ _ + + GRAVEL SC YARDS: (ACCESSORY SETBACKS) CONTROLLER/ EL +53.0' GRADE ++ \ Silt Fence B` ,rs.V o \\ +, (LOT SIZE: 20.000 TO 39,999 SF) NEW RESIDENCE ALARM 4"0 APPROVED + \ \ ,1%_ � CA SIDE t REAR: 10' (18' HIGH) PETER/DONNA PIPE, 114" PER FT. 18' MANHO E I " MAN OLE 24' MAN OLE '� \ \ DW ) 65, SIDE t REAR: 16' (20' HIGH) RUTTURA --------- MIN. PITCH ► \ _ �� SIDE t REAR: 20' (22' HIGH) WATER BROWN IN INV RT PROVIDE 900 SOUND DRIVE IN HOUSE CLEAN OUT I V RT a.5'W ,' �05ED PA��C 353 ���, Oy MAXIMUM SIZE: 1200 SF GREENPORT, NEW YORK SAND SP FRONT YARD SETBACK EL +52.6' a HOUSE L 51.6' o INVERT, TO SHALLOW PRESSURIZED , \ pR0' ;' 11 ON WATERFRONT LOT = 40' TOWN OF SOUTHOLD EL +51.4 DRAIN FIELD (SEE SANITARY w \ t3 +' SUFFOLK COUNTY, NY m4 -11 I/ " © ® �{'-II I/2" PLAN- JOHN CONDON, ENGINEER) o ,,�, - pQ O� \�- w \ ++, SCTM# 1000-33-4-04 \ �N �+ ALLOWABLE m — B� Al; 03 R0P 'S� "GROSS FLOOR AREA„ LE;'F , + ARCHITECT: EL +46.4' Fo.n� �11� (ardl SINGLE FAMILY DWELLING BUILDABLE LAND: 21,013 SF _ __ __ _ _r _ _ _'____ �� � ' 15`d+ SCTM PUBLIC WATER FREDERICK R. WEBER BED OF °FUJI-CLEAN" CEN-1 a5`" ' O\ I, �L' SSO \ \ 1 LOTS UP TO 30,000 SF: 3350 SF 41 EAST MAPLE ROAD SAND � , - - - + FF 15et�bac (PLUS AREA INEXCESS OF 101 SF GREENLAWN. NY 11140 TREATMENT TANK SINGLE FAMILY DWELLING `+ '510 \ + 20,000 SF 1013 SF x 10%) W/ PUBLIC WATER + �' - \ '�3 q� TOTAL GFA ALLOWED: 3�451 SF 52 NOYAC PATH SCTM# 1000-33-4-3 0\ ""'- , i a WATER MILL. NY 1191L 132 J t2� 151etb C.0/' `' �q, PROPOSED 18• ' "' a •� i �a\k , E ` \• „ TEL L31 '154-5555 "GROSS GROSS FLOOR AREA fweberarchitect� ahoo.com `� act •' \oc Gutb+ . P RD NE + \ 9 ILAt5 /� - ` ,ar B , �' �E� C' (� \* ' 10\0 IST FLOOR: 1918 SF _4 -I- ''�-!i\ � �( ,' p Z- `(��\ lAcc�g GREATER THAN 14': 115 SF SEAL:, a 1 $l,( �eO ' �' ��R +c,�Q \ i13 q\ cR8 2ND FLOOR: 1363 SF ;';,:-f 10.0, ;lG�a i•D-A- �F ��' l5etba k) A8E O 2 ,C.' �0.0' ® � 24 \ TOTAL GFA: 3.45L SF BboiwL e5s• -\ ControG ' `''"h. GENERAL NOTES: ON—SIT(_ WASTEWATER TREATMENT SYSTEM (I/A) l>�q I/A OWTS +n910 Panel T B M N S 0 / \ \. TREAT E eta' , ,- o - o � V THE ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILLING AND 1 TAIIK ` DURING SYSTEM START UP. c\ ,--- +AN EXECUTED OPERATIONS AND MAINTENANCE CONTRACT BETWEEN THE , O o it ++ DRAWING SCHEDULE MAINTENANCE PROVIDER AND PROPERTY OWNER SHALL BE PROVIDED TO SCDHS. \ 1C 0 rn �' o --- _ e THE OWTS SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD APPROVED DESCRIPTION BY THE MANUFACTURER PRIOR TO THE ARRIVAL AT THE SITE. � a o � ---t2-s-- \ DP - -�`__ _ '-- s I Al SITE PLAN A FUJI CLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP. + �' _'=__= , 6 ,�____ ---� , THE OWTS INSTALLER SHALL REGISTER THE OWTS WITH SCDHS USING ��? . % N"y+ � i 1- (1) EXOAIS- f�------- GALLEYS_ A2 FOUNDATION PLAN DOCUMENTS PROVIDED BY THE ENGINEER. ROAD \I<EN gy�p' 52 INVERT ELEVATIONS ARE ESTIMATED. THE OWTS INSTALLER SHALL CONFIRM \ 4N Vale C.I. rate o _ _ A3 IST FLOOR PLAN REV.: ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY ANGL 100,00 ,4.4W Box ' S0 " p DISCREPANCIES. (��o- N8535'10'�E -�. ' ' ,•�-%Ft"" Ulster A4 2ND FLOOR PLAN CONTRACTORS SHALL CONFIRM INVERT ELEVATION OF SANITARY LINES AT 1 S8 35ljo ^ Utditg#9 Hydrant (f) A5 ELEVATIONS (NORTH/SOUTH) DATE: MAY 28, 2024 POINT OF CONNECTION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. Con`n� _-\ •--_- ole OF PAVEMENT A6 ELEVATIONS (EAST/WEST) WALL SECTION SCALE I" 20' n Water am • \ k A ray EDGE THE OWTS INSTALLER SHALL 140T BACKFILL ANY WORK PRIOR TO INSPECTIONS Exist' g Belgian block P ' BY THE ENGINEER AND SCDHS. 100' TO McCANN LANE Connect to Extended SECTIONS JOB NO: 402301 THE OWTS 'INSTALLER IS RESPONSIBLE FOR ALL MARK OUTS OF ALL UNDERGROUND ACROSS THE STREET Gas Main lApppfox. UTILITIES t SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED. 150' to tie West) \ ,� AS FINISH SCHEDULE:/ TRIM CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL, STATE, RIv A9 INTERIOR ELEVATIONSDRAWING NO. COUNTY AND LOCAL SAFETY CODES. NORTH OWTS INSTALLER TO COMPACT AREAS DISTURBED TO 95% PROCTOR DENSITY FL A N A10 CODE DETAILS (34" BELOW GRADE, 12" LIFTS. MAX.) SI 2ND FRAMING (IST FLOOR) OWTS INSTALLER SHALL INFORM THE ENGINEER OF ANY OMISSIONS AND/OR S2 ROOF FRAMING (2ND FLOOR) DEFICIENCIES AS SOON AS THE OWTS INSTALLER BECOMES AWARE OF IT. 1" = 2 0'—0" At ALL 18' AND 24" RISERS SHALT_ HAVE SAFETY SCREENS AND COVERS AS El ELECTRICAL IST FLOOR PLAN MANUFACTURED BY "TUFF-TITE". OWTS INSTALLER SHALL NOTIFY SCDHS 48 HOURS PRIOR TO THE INSPECTION. SINGLE FAMILY DWELLING E2 ELECTRICAL 2ND FLOOR PLAN, PLUMBING VACANT W/ PUBLIC WATER TASKER LANE E3 ELECTRICAL BASEMENT PLAN OF AIO SCTM# 1000-33-4-6 SCTM# 1000-33-4-31 McCANN LANE Glenn Goldsmith,President ®F s®�/f� Town'Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski ii Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples ® a® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NON-JURISDICTION INSPECTION DATE OF INSPECTION: INSPECTED BY: Ch. 275 Ch. 111 COMMENTS: FREDERICK 41 EAST MAPLE ROAD. GREENLAWN. NY 11140 ROBER52 NOYACK PATH. WATER MILL. NY 119'16 WEBER T Neberarchitectsgahoo.com 631 154-5555 ARCHITECT D E C E E May 28,2024 MAY 2 9 2024 Southold Town RE: PROPOSED RUTTURA RESIDENCE Board of Trustees 900 Sound Drive, Greenport,NY SCTM#1000-33-4-04 SOUTHOLD TRUSTEES: Attached please find a site plan of the proposed Ruttura Residence to be constructed at 900 Sound Drive, Greenport,NY. The proposed construction will all take place landward of the 100' bluff setback and a silt fence will be installed along this 100' setback line. While a patio will be placed 5' landward of this setback,the actual house foundation will be 16' away which will allow construction to take place without any disturbance beyond the required setback. I have also included an owner signed Authorization form, an Affidavit and a check in the amount of$50 made out to the Town of Southold. Please review the attached�site plan and if deemed acceptable,please provide a Southold Trustee Letter of Non-Jurisdiction. Tharffi yo for your attention to this matter. F DERICK R. WEBER,R.A. '`ard of Trustees Applicat; AUTHORIZATION (Where the applicant is not the owner) I/ �(�7�l112_ 14C �Q tCGIV�r I�TI`U!/�/� owners of the property identified as SCTM# 1000- in the town of 4 oeLx,(___6g_�. ew York, hereby authorizes y�+� 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. rop rty Owner's Signature rope rty Owner's Signature SWORN TO BEFORE ME THIS .23'1"i DAY OF 20 Cal Notary Public CHARLENETORTOSO NVARYo0T060N 170 of NOWYA M QlW&d in Nassau ODn�niaiDn ExpUN Mard1 tt. )ard of Trustees Applicatj� AFFIDAVIT Irly-/Z � ��i(�/�' I��IZ�� BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED.HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR.AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. ignatur o Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS 3 d DAY OF _ _ , 20 Z� &ARLENE TORTOSO tee_ WtARY PUBUC,State of New Yak T0607088B 0. 1 Notary Public QueiN No Nassau Court�y commission Exptrea March 11.10 RevBms 12�W i—w T-,BBB R U1-1B01 . B,BB, N B2d4@ BB,BB. 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