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HomeMy WebLinkAbout49553-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49553 Date: 8/8/2023 Permission is hereby granted to: Nastasi John 146 W 74th St Apt 5 New York, NY 10023 To: construct swimming pool addition to existing single-family dwelling as applied for per Trustees & DEC approvals. At premises located at: 706 Wiggins Ln, Greenport SCTM # 473889 Sec/Block/Lot# 35.4-18 Pursuant to application dated 4/4/2023 and approved by the Building Inspector. To expire on 2/6/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $786.00 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO -ADDITION TO DWELLING $50.00 Total: $1,086.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)7 65-9502 litIps://www.soul'holdlowlin '.go I Date Received APPLICATION FOR BUI111....DING PlIERIM111"T �For Office Use Only PERMIT NO. ` Building Inspector:ecCar: APR 0 3 2023 Applications and forms must be filled out in their entirety.Incomplete J 0� applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: JOHN NASTASI =C1000-35.-4-18 Project Address:706 WIGGINS LANE, GREENPORT, NY Phone#: 631-734-7923 (AGENT) Email:CREATIVEENVDESIGN@YAHOO.COM Mailing Address:PO BOX 160, PECONIC, NY 11958 CONTACT PERSON: Name:DAVID CICHANOWICZ, AGENT Mailing Address:PO BOX 160, PECONIC, NY 11958 Phone#:631-734-7923 Email:CREATIVE ENVDESIGN@YAHOO.COM DESIGN PROFESSIONAL INFORMATION: Name: SAME AS CONTACT/AGENT Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: SAME AS CONTACT/AGENT Mailing Address:: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [i]Other POOL AND TERRANCE AND STAIR $ ��00 4) Will the lot be re graded? Yes 0N Will excess fill be removed from premises? TAyes ONG 3 PROPERTY INFORMATION Existing use of property: �I� f intended use of property: 9 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to _ this property? E]Yes El No IF YES,PROVIDE A COPY. ❑ Check Pox Arte: Reading. The owner/contractor/design professional is responsble for all drainage and storm water issues as provided by chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): prh awl ❑Owner pP � N-�n/ GZ uthorized Agent Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF "' 9" ,' ) ccc �AJJ CI- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the A-�"C�'=I (Contractor,Agent, Corporate Officer,etc.) of said 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 true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this A _day of 20 Notary Publ c mm.il (' ER W H R(Z °I PENNY LOUISE MAFFE70NE 't NOTARY PUBLIC,STATE OF NEW YORK (Where the applicant is not the owner) Registration No.0VAA6402379 QualiPed In Suffolk County +C Commission Expires r ,�r 30 20 r I, residing at do hereby authorize \t�A-v'L 4 Ct C- 0 t,�l L z, to apply on III my behalf to the Town of Southold Building Department for approval as described herein. IV filer's Signature i6ate Print Owner's Name 2 Am 1111bud, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04133 PERMIT Under the Environmental Conservation LawECL Permittee and Facility Information .................. ........... Permit Issued To: Facility: JOHN NASTASI NASTASI PROPERTY 706 WIGGINS LN 706 WIGGINS LNJSCTM 1000-35-4-18 GREENPORT, NY 11944 GREENPORT, NY 11944 ANNMARIE LERACI 706 WIGGINS LN GREENPORT, NY 11944 Facility Application Contact: CREATIVE ENVIRONMENTAL DESIGN INC PO BOX 160 PECONIC,NY 11958 (631) 734-7923 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Greenport Facility Principal Reference Point: NYTM-E: 722.316 NYTM-N: 4554.98 Latitude: 41'06'56.5" Longitude: 72'21'07.5" Project Location: 706 Wiggins Ln Watercourse: Gull Pond Authorized Activity: Installation of fencing in the Tidal Wetland Adjacent Area. • All fencing installed under the authority of this permit must be located in the adjacent area. • In situations where fencing will be installed perpendicular to the shoreline, the fencing must not extend seaward of the line of Spring High Water. All work shall be done in strict conformance with the attached plans stamped "NYSDEC Approved" on December 19, 2022. SAP 1-09-004 (LFS) NOTE: The portion of the referenced property landward of the 10-foot contour line, as shown on the survey by Joshua R. Wicks, PLS, dated September 30, 2021, is beyond Article 25 (Tidal Wetland) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required under the Tidal Wetlands Act to conduct regulated activities landward of that line. Page 1 of 6 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04133 Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04133/00004 New Permit Effective Date: 12/19/2022 Expiration Date: 12/18/2027 __... NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: LAURA F STAR, Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature: Date )2/ 122, ._...... .m. D>Istr>Ibuti. ...... ............ Distribution List CREATIVE ENVIRONMENTAL DESIGN INC Marine Habitat Protection LAURA F STAR Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS Apply to the Following Permits: TIDAL WETLANDS 1. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities/ structures identified under the section Description of Authorized Activity. NYSDEC does not issue after-the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted by NYSDEC. Page 2 of 6 '/�7NEW YORK Department STATE OF OPPORTUNITY. Environmental Conservation i NOTIkjoh I The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator Permit Number4T I k_ ?Leto SUSAN ACKERMAN i Expiration Date NYSDEC-ENV. PERMITS - SUNY@STONY BROOK i 50 CIRCLE ROAD NOTE: This notice is NOT a permit STONY BROOK, NY 11790-3409 "r"" .�,"��a�u��ti��✓�,r,., " I +"�dGiiNr,u�wll�ir ;Y .,,�Dr�udl7+!u'tY�d'a�+�?tai/v�3 r�N�'.�u{la�v''ya�p<a °��aL�Wa�irxard�Wn��+!�'/,, . �'u� '�rn5",r«,W.e, raP , Y Mrd,:w2Lu3V' f ,.. I i„ r wa i. r m i i. r ,m a , r wr i r.F .. ,�»,„7d..r/ii ,xn;+yA.,�r,,.,rwn Nwxx rrnr vu N.2„r✓, r,.r 1., {„ ,bLhM1iP"4!WAW,.hMIYN1Htm,9WAlc N+I;:yFllyYpYII,ttPIY'A1Nro-UhnlyM{;WW1,b!n!'N;MhN,YhYVh”kShc.,q;N,MfHY,';M''SCYrYbIN'FMAAJT wbF,VMJ'�.w>"..Lw Wk'%A 1N1N1/d;Y..u,91t1JUIt............ Pdx71,YY.r 614ritiP',^nu'!nYu'!�NCGv!At.l>rP/NI M7,kJ%nP>h.I,YllemDwj?ill!YH('Y,w'n7WtiYl. �!„z'F F;Y....b ,,, T.... ,D J( „r„ .; p BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK I, PERMIT NO. 10263 DATE: NOVEMBER 16 2022 , ISSUED TO: JOHN NASTASI �� f PROPERTY ADDRESS: 706 WIG+ 'INS LANE OREENPORT 41 SCTM# 1000-35-4-1861 �F " , . AUTHORIZATION 1� Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in iia accordance with the Resolution of the Board of Trustees adopted at the meeting held on November ] 2022, � � and in consideration of application fee in the sum of 5250,00 paid by john N'astasi and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the ' following: �r ,I Wetland Permit to install a 1,465sq.ft. elevated terrace with stairs to ground; install a 519sq.ft , w / in-ground swimming pool; install pool enclosure fencing; install a pool drywell for backwash; J and install a pool equipment area; install two (2) new white oak trees 2" caliper,for a 1:1 tree replacement; and as depicted on the site plan prepared by Creative Environmental Design, rd received on November 9,2022 and stamped approved on November 16,2022. r �f oil fk IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these ' Jw � presents to be subscribed by a majority of the said Board as of the day and year first above written. ° WI f` � d Dr i { ddb ryM ✓ ,4 �1 f 1 � M�' x ' a.,�v,,,,/,veno- r rwv; rJv,wJ>r�✓•,anD,r Ir wer.+ «r wdp iy rr utr ru /r,a!✓arin lrAe iaY uitr 4r�, x,a,.,,Aw Ja.,,r E;wsaa«areal,w do6aDd r„r.. �.s;w;r,/e,.o✓t,, r7✓r; 77777(7,M�l bs...�ri� rr/r r urz„ V„ r au. dry �$7,,74 � ymw Y,�11+�,I;n-,. ��”%rr;M1P¢�r�iMafrld'd 7.r7`7;y �5�✓pi�;ivr�„«�Y7Y,.;�� r,".,"�^`"�yra�u��N� ITM„,P�r n�r'a�r�rir o-«�; '�P jL� i 2'7n nrl-4 vJT" �w .;f 5CT W/+/�{� - 1000-Y-4-18 706WGGWG6 LANE GREBTIPORT,NY � -1' � CD o ` s TOTAL 51TE AREA: 25,242 in5F co Sa5-nw,2 STORY FRA w HaF-f 7 �P"� _ _ PROPOSED ELEVATED TERRACE&STAIR 14,555F C t PROPOSED It�CROUt�POOL O PROPOSED Lor COVERACE: 3,955 5F(15,7%) j GRAVEL £ - LU- OCO ca 50 0" TO REAR YAW s � 5CY 0" GRAVEL DRIVEWAY LANE - - S ui u } e �.s 0 m m 3 sgisr sa REVISION ................................ ..............................­­..........................................I................I..................................... no description date ............................................................................................ Ai : ......... . .................... ...............I.......... ............. ................ SiteMetrics: ........... .......................... ....................... .. ............. .......... ........... ....... .... ..... ......... .. .. ..... ..... ....... .... TotalSite Area: 25,242.43 sf ........... .............................. ......................................................... ........... ................................................................................... ............... ...... ............. .............................................. Existing 2-Story Framed House: 1 ,975 sf .............................. ...................... ........... .................................................................................Pro posed Elevated Terrace & Pool: 2,250 sf ........... ......................................................... .......... .............. ........... .............................................................. .................... Proposed Lot Coverage: 4,225 sf (16.7%) ........... ............................................... ........................... ...... ........... .............. ......... ......................................... ....... ....... ........... ...... .............................................. ...... ...................... -P ... ... ........ ....... ..... ... ....... .......... .. ............ ........... ................................................................................... 0l ........... ............................................. ...... ..................... ........... ............. .................. ............................ ........... ......... .................................... .................................... 1000, Side Yard ........... ........................................................................... 0 ........ 0_0_Jl ................................................................................... lz_ ........... .......... ...... ............................................................ 1 02 Southold Building Dept. 08/02/2023 ...... ......... .........................*.............. ...... Side Yard 01 Southold Board of Trustees 09/07/2022 ........................................................................ 5 no. Ao whom issued date ..............I..................................................................................................... ................................................................. C.D. ISSUE ♦ 0 Gavel Me a 0 -A ...... .. .... ... OW N ER(S JohnNastasi &Annmarle leraci 706 Wiggins Lane Greenport,NY 11944 // / �—J _ %,.A102 Ar 9.45 6` 16-34" 4'- A101T.G0 I f C-1 D) //Stair DoOn to (0) E) Rea6Y id (G) CC ly [ Rear Yard I CC 00 16-0' 01 // ------------P C\J 7 DN Greenport 7' <: Garden at Grad Residence 706 Wiggins Lane Nil Greenport, NY 11944 <D F\3 16.42' �� 1 ,� / , ;!T ,_ ,! Cj') Suffolk County Tax Map No.: 1000-035.00-04.00-018.000 F - - - -- --- -- - -- - - - - - -- - -- auto cover vault j 1 7 C Porcelain Paver Terrace F_ n a s t a s 151-0" a r c h i t e c t s 1'-Ptxisting Masonry Walk sq-01 poz) DD3 6oN " 6-3'-0" 7'-0" 8 Expanded Gravel 1w3 0 New In-Ground Pool Area C? b Existing Gra riveway Cl) 01 (D 13-8" 11-411 GRAVEL \ DRIVEWAY Y\ 321 newark street hoboken,nj 07030 W/ BLOOK CURB t: 201-653-2577 f: 201-652-2577 L WIG I\\ www.nastasiarchitects.com NJ license: All 1550 It NY license: 021574 (�7Garclen at Grade _L_j _L 11 3-0"� Site Plan OkI C E W E D 15' Required Setback 1 /1 nd AUG 7 2023 Q0 BudinDepartment Toilvin g of Southold [ Side Yard Odate;..................................................September,07,.2022. scale.:........................................................... .........as,shown draw b .........9...y..........................................I.......... ....................AN O/—/checked b : .................................................. ................JN ON phase:.....................................................................Site.PJan Site Plan 0/-/ 0/-/ Al 01 000 @ 2021 nastasi—architects I I I I REVISION ......_.._......_.._..._......_...__..................._...........................................I........................ .._.: I no. description date I ...........:...................................................................................i 1'-2" 0.. . ............................................................................. . Pool Specifications Coping i 16.42' Top of Terrace GUNITE POOL WILL BE BUILT TO CODE WITH #3 REBAR 12 INCHES ON CENTER Bond Beam Filled w/ = „ , , VERTICALLY AND HORIZONTALLY AND 6" ON CENTER VERTICALLY PAST THE FIVE FOOT 4,000PSl Concrete w/(2) #5 Rebar ........... ................................................................................... MARK. THREE PIECES OF#4 REBAR WILL PLACED IN BEAM WRAPPING POOL. ALL Jo \\\\\\\\\\\ Horizontally,Typ. -� i CONCRETE WILL HAVE A MINIMUM PSI OF 4500 WALLS AND FLOOR WILL BE A MINIMUM , Bond Beam " '" " ".'....'........'.............. \ / OF 7 EXCEPT IN BOND BEAM WHICH WILL BE 10.5 IN POOL TO ALLOW FOR 14" COPING. ° 12"Min. Open (2) #5 Rebar —moi 01! Gravel/ \/ Gravel Backfill i POOL WILL HAVE DEPTH FROM 3.5 FEET TO 6 FEET. POOL WILL HAVE TWO SKIMMERS, / / // / ..............................i MAIN DRAIN, THREE RETURNS AND AN AUTOMATIC FILL. THREE PENTAIR GLOBRITE 2cm Porcelain Paver Waterproofing i........... ................................................................................... LIGHTS WILL BE PLACED IN POOL. A HAUNCH WILL BE PROVIDED AROUND POOL FOR = at Exposed Face by -- �//\ / Membrane,Typ. 'ARTERRA'Over o / PATIO. ...........:................................................................................... : +i -a Platinum Thinset by / #5 @ 12" oLATICRETE' _ ----.�.! \/ 4"O.D Perforated PVC ........... .................................................................................... \ \ Pipe Encased in 1 Cu. Ft. `........... ................................................................................... INCLUDED IS MARBLE DUSTING WITH YOUR CHOICE OF WHITE, LITE, MEDIUM, OR , 12"CMU Block Filled \ Min Per Linear Foot of DARK GREY. A SIX INCH FROST PROOF TILE BAND Solid w/4,000PSI Conc. a \/\/\ Gravel/Crushed Stone '........... ... ... '.............'-...'..........."".'......................................i - --- \ \ \" Wrapped Around by Filter ALL PLUMBING WILL BE DONE IN 2" PVC WHERE POSSIBLE UP TO 80' FORM POOL. POOL ( o \\/\\/� Fabric ----- " \ \ ........... ..................................................... FILTER SYSTEM WILL USE A STA-RITE 3HP VARIABLE SPEED WITH SAFETY VACUUM \ RELEASE SYSTEM INTELIPRO PUMP. FILTER WILL BE A STA-RITE SYSTEM 3 MODULAR - -'' /\ L� Bond Beam ........... ..................................................................... ............'. \�" \�" ,h —10.00 \ \ \ Bond Beam Filled w/ — ............. MEDIA DURA GLASS 500 SQARE FOOT. FILTER SYSTEM WILL ALSO CONTAIN A 400,000 + // // / BTU STA-RITE MAXETHERM GAS FIRED HEATER WILL CONTAIN A HEATER BYPASS AND Adjacent Grade --- \/\/\/� 4,000PSl Concrete i ........... ...................................................................................i UNIONS ON ALL IN ADDITION TO CHLORINATOR A PENTAIR INTELLICHLOR SALT / / w/ iz nt Rebar i / Horizontally,T GENERATOR WILL BE INSTALLED. AUTO FILL AND OVER FLOW LINE TO BE CONNECTED TO /\\/ /� Y Typ. ... ' i i\ \ \ \ -- 2 5 Rebar DRY WELL/WATER SUPPLY LINE SUPPLIED BY HOME OWNER/CONTRACTOR WITHIN TEN //\\ „ i \ 3 #5 Rebar @ 12 ................................................................................... I FEET OF POOL EQUIPMENT. A GREEN LOOP LOC MESH SAFETY COVER IS INCLUDED \\`\\ \ \ / /� m `/ / / / / i........... ...................................................................................F \\ \\/ /\\// 02 Southold Building Dept. 08/02/2023 AN AUTOMATIC COVER FOR POOL WILL BE INSTALLED ALONG WITH CONCRETE /\ \ \ \ ° \ \ \\ \ \\ .'.....:............................... ..................................................' COVER PIT //\//\//\//\ _ \ /// 01 : Southold Board of Trustees 09/07/2022 #5 Rebar no. to whom issued date ............__.......:......_._..................................._........................._................_...._......................................_............... ........s POOL CONTROL SYSTEM WILL BE A PENTAIR EASYTOUCH 4 SYSTEM WITH SCREEN X ISSUE LOGIC CONTROLLER. \\\\\\\\ CY)\\ #4 Rebar @12" \orizontal OWNER(S) John Nastasi&Annmarie leraci 706 Wiggins Lane \ / /\ / /\ /\ /\ / `/ .\ #5 Rebar @ 12 ' ' ' Greenport, NY 11944 1'-0" 1'-0" 3-0" 5'-0" D1 Retaining Wall Detail Scale: 3/4" = 1'-0" Prefab Pool Coping,Typ. Provide Paving to Match Terrace Over Automatic Pool Cover Box w/Required Automatic Pool Cover See Manufacturers S.S.Supports for Paving Anchored into 1'-2" Specs For and Requirements Pool Structure Coping Porcelain Pool Coping Beyond Coping Greenport OL 16,42' CD �c Cu _ _ Provide Continuous Pour Bond Beam and Wa er Level __. 10.5 Concrete Water-Level Haunch w/Re _ _ _ _ _ _ _ _ _ _ _ _ _ Residence Required Rebar in Pool — m — q • Bond Beam,Typ. ° Structure Below for Paving as Required at 706 Wiggins Lane ° �b� Stone Terrace to be Constructed as N cn (3) #4 Rebar In Bond a o Monolithic Structure Constructed w/the +► Beam Around Pool ° Gunite Pool w/ Greenport, NY 11944 Marble Dust Finish Pool Structure with no Cold Joints-Typical 2cm Porcelain - Qo Surround For PoolPaver at Exposed coSuffolk County Tax Map No.: o +13 5' Face by'ARTERRA' 7 Min. q a 06 -- — — — — — — — — — — — — — — - Z5 1000-035.00-04.00-018.000 M > 2cm Porcelain \\ a _ n a s t a s i Paver at Exposed " #3 Rebar @ 12"O.C.Vertically o Face by'ARTERRA' Adjacent Grade and Horizontally &6"O.0 ° ° architects o Vertically Past the 5'Mark n Adjacent Grade Compacted Granular `x vn _ Sand Fill Compact in 12" O ��aa Lifts to 95%Density. Fill i Both Sides of Wall Evenly,Typ Drain Line From Automatic � ��—_ \� 321 newark street hoboken,nj 07030 Pool Cover Box to Drywell ° • t: 201-653-2577 f: 201-652-2577 -' ---- — _ www.nastasiarchitects.com NJ license: All 1550 -- '-0" NY license: 021574 Min.24"Transition Walito' Floor Steel&Thickness Pool Specifications Retaining Wall Detail Gravel or Crushed Stone Bed Under Entire Pool Floor for Capillary Water Control _ date;..................................................september,07A.20.22 .scale:.....................................................................as.shown drawn. .Y..........................................................................AN checked.bY.................................................... . .. ........J N 62 Automatic Cover Detail D3 Pool Section phase:.............................................. .................. ...Site.Pjan Scale: 3/4" = V-0" Scale: 3/4" = 1'-0" Al 02000 I I I I I I © 2021 nastasi—architects