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HomeMy WebLinkAbout43693-Z SUEFacI,� r =opo l'pGy� Town of Southold 5/7/2021 P.O.Box 1179 o _ 53095 Main Rd 4. o� Southold,New York 11971 ,T CERTIFICATE OF OCCUPANCY No: 42010 Date: 5/7/2021 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 860 Bayview Dr.,East Marion SCTM#: 473889 Sec/Block/Lot: 37.-5-10.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/4/2019 pursuant to which Building Permit No. 43693 dated 4/30/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory in-ground swimming pool fenced to code as applied for per ZBA#7125, dated 2/1/2018. The certificate is issued to 860 Bayview Drive LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43693 12/3/2020 PLUMBERS CERTIFICATION DATED A thor z d Signature �guFFat��oTOWN 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#: 43693 Date: 4/30/2019 Permission is hereby granted to: 860 Bayview Drive LLC 46 Sea Cliff Ave Sea Cliff, NY 11579 To: construct accessory in-ground swimming pool as applied for per ZBA, Trustees & DEC approvals. At premises located at: 860 Bayview Dr., East Marion SCTM # 473889 Sec/Block/Lot# 37.-5-10.1 Pursuant to application dated 4/4/2019 and approved by the Building Inspector. To expire on 10/29/2020. t Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL, $50.00 Total: $300.00 Bui r Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swom statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. ' B. For existing buildings (prior to April 9,1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. ` 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 64 r 0Z I g New Construction: ;Q �y Old or Pre-existing Building: (check one) Location of Property: C/�v V (Clk) bw House No. G' Street,�p Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section / Block D Lot Subdivision Filed Map. Lot: Permit No.jk=Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: c k ne) q P ry Fee Submitted: $ Applicant Signature ®��oF so �rry® Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlin ai7town.southold.ny.us Southold,NY 11971-0959 �` y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 860 Bayview Drive LLC Address 860 Bayview Dr city:East Marion st: NY zip: 11939 Building Permit#: 43693 section: 37 Block: 5 Lot 10.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA. Blue Topaz Electric License No: 48305ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool X New X Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 1 A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump 1 Other Equipment: Pool Cover w/ Key Switch on 120GFCI Breaker, Pool Lights, Pump on 220GFCI - Breaker, Intermatic Pool Tranny, Pentair Panel, Pool Heater, Bonded Fence Notes Pool Inspector Signature: Date: December 3, 2020 S Devlin-Cert Electrical Compliance Form.xls 1 ` 1�7 SOF so * # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ FOUNDATION 1ST � [ I ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM K DATE INSPECTOR ho�apF SOUTyolo Ll (e &C wei f TOWN._OF SOUTHOLD BUILDIN� DEPT. 765-1802 INSPECTION [ ] 'FOUNDATION 1ST [ j ROUGH PLBG. [ ] FOUNDATION 2ND [ _j INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY'"INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: era o o DATE ® INSPECTOR <�C - - CC y� # # TOWN OF SOUTHOLD BUILDINGDEPT. 765-1802 I-NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND =[ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I v f S (/I 40 LeDATE INSPECTOR } 'q TOWN OF SOUTHOLD BUILDING DEPT. o`�cv 765-1802 I INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL f i [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION r [• ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O � REMARKS: -- �=, ,•. mfr � zfi j i I I f DATE ' 1 t R` t? INSPECTOR t f ° I FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) .k H ...................................... 'FOUNDATION (2ND) CD p ' —73 CIO ROUGH FRAMING& PLUMBING c y Zl INSULATION PER N.Y, STATE ENERGY CODE H i V tai FINAL l ^lf ADDITIONAL COMMENTS 1,01de7 Fo `/ P Q a P m ' "Vv TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 # ` ' Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT N1 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined � ,20 /7 �1: Single&Separate TC— D l �( D Truss Identification Form Storm-Water Assessment Form 22 APR - 4 2019 Contact: Approved J� 20 9• g 'Mail to: Disapproved a/c • . _. TOWN OF S 01 / ,Phone: Expiration 120 Buildin or APPLICATION FOR BUILDING PERMIT Date 1 d4, 03 , 20 INSTRUCTIONS' a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule.: b.Plot plan•showing location of lot and of buildings on premises,relationship-to adjoining premises or public streets'or areas, and waterways. c. The work covered by this application may not be commenced before'issuance'of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues;a.berti'ficate'of Occupancy. f,,Every building permit shall expire if the work authorized has not commencedwithin,12 months after the date of issuanc'e or has' not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Bui'l'ding 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, or 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 for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing,address of applicant) State whether applicant is owner, lessee, agen , architect ngineer, general contractor, electrician, plumber or builder Name of owner of premises JOL J A/�I 1� (As on the tax roll or latest"deed)"' If applicant is a corporation, signature of duly authorized officer (Name and-title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Lotion of land on which proposed work will be done: �vO 13 40 VI r.✓ 15� IcIo House Number Street Hamlet County Tax Map No. 1000 Section Block D' " ' ' 'Lot Subdivision Filed Map No. Lot 2. State existing use,and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 51 tJ �l_F_ t:::AA K E-S , b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work- NF_kJ 1000L,— (Description) 4. Estimated Cost • ,•w,Fee �e , R c;, r)$-,r NT on filing this application) 5. If dwelling, number of dwelling units t a 1-Number of dwelling units n each floor If garage, number of cars pk 6. If business, commercialro�r.miixed occupancy, specify nature and extent of each type of use. 7. Dimensions-of existing structures, if any: Front 1;Rear�• Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height - Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Nurixber of Stories 9. Size of lot: Front Rear Depth_ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated �G 12. Does proposed construction violate any zoning law, ordinance or regulation? YES.VINO 13. Will lot be re-graded? YES NOWill excess fill be removed from premises?YES NO 14. Names of Owner of premises PA Address Phone No. 7GC 2 573 Name of Architect Address Phone No 3 1/ V/ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES �NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITSAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF dC. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the qtz (Contra tor,Agent, Co orate O ficer, 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this Lj fid= day of �I 1 20� '.Nota Public EY L. DWY n' NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2P13-, f1 tx; i \� �3TS'•r F l .�'•�gF+';;A."2WF7l,T; • 7c""'S` tlt f`1 '.t ,i:IC•1 j1 �, -g, \' fL• �°f/ - / '� �A ���%> \ I � x•>.. � � \'/ t 11111 11, r Avii s • . II DMAA 1 14 LV p"C u�;'r�,{ � • r r • r ' I r r r r r r I _ • rr _ r r ;�•,/��' .�� r r . r I • r r , • I r r I ) r r n _ r r l :i �r �, � r Ir r • rr , r r r rrr • r r II r � ,. ���/��r t r I • r r I r r r e r r • . � • r r . r • r r r � r i� \'' l-"�� r _ _ I r I � r r �I r r r r r r r I r I . • r r '�""'' t; /r12:r 111- I/ '��• /•� '�\�{ k` Irk Mrl�ri FnVNw K t � X;..,..:s�a�=<►>'•'�i�•� I+ t t���u,:�w't-r.� I� ��`t iu^>^`cs"°s'as� `�J ��"`=`'v'+..s:�.c�,� ��rulNt i "+., -k.rr..-�•,�r ;1 `\, `��'.4U� '_�' ';��c�4Yiy�`�'�?�,l %•,„ .�.,{ 4��;j/�t..�` 4Y��"�ly,�. � •..;`�y�V�'�i`�j:�t t��V�''',�74t.��`;:.`� 7`„ fir Glenn Goldsmith,President ®F s®U��® Town Hall Annex A.Nicholas Krupski,Vice President ® �® 54375 Route 25 John M. Bredemeyer III P.O.Box 1179 Southold,New York 11971 Michael J.Domino G � Telephone(631) 765-1892 Greg Williams �® a® Fax(631) 765-6641 c4UNTY,�� . BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1796C Date: February 16, 2021 THIS CERTIFIES that the existing 1 & %2 sto1y dwelling with attached garage (2 314.7sq.ft. footprint); construct a 190.8sa.ft. addition to existing dwelling; construct a 254 4sq ft pavilion attached to addition; construct a 900sq.ft. swimming pool; construct a 1 766sq ft pool patio and outdoor kitchen area; install approximately 55' of French drain connected to three (3) 8'x13' drywells; construct approximately 88' of retaining wall surrounding the pool pool patio and new addition which is to be of varying height with 5' beingthe highest; At 860 Bayview Drive, East Marion Suffolk County Tax Map#1000-37-5-10.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 6, 2018 pursuant to which Trustees Wetland Permit#9227 Dated May 16, 2018,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for existing 1 & %2 story dwelling with attached garage (2 314 7sq ft footprint); construct a 190.8sq.ft. addition to existing dwelling; construct a 254 4sq ft pavilion attached to addition• construct a 900sq.ft. swimming pool; construct a 1 766sq ft pool patio and outdoor kitchen area; install approximately 55' of French drain connected to three (3) 8'x13' drywells• construct agpproximately 88' of retaining wall surrounding the pool pool patio and new addition which is to be of varying height with 5' beingthe he highest. The certificate is issued to 860 Bayview Drive, LLC owner of the aforesaid property. Authorb4d%ignatu`re E Q E f V E SCTM 81000-37-05-07 RHVISiONS: B AY V I E W D R I V E D SITE DATA: 1000-37.05-10 �• Duourn�n TM rt IOTCOYMAOE J=VAT! Mr. APR t b 2018 O outho Town 00 �a C' „ort. 1pQF �. rt ea° WUI"AMS mNA ��(0� -.!/ : •�;R�' ••i GS::: inn X 4'.Z 6 n )s)' (� „_ 1 ad'A•;•. ..� `�u�r,� .T: romo m m o�,� ..a.° y C.1 y R mum �'.';�, ac ' X31. �/ uc<ca`•: :...;s,. R=20.0' a 3 WWI 1 E rS" ���`iec: L=31.45' a tr..r. 1,4 3 39n t \• 1� 1 t„�manr�r• r— q \ ` mnaToi~ LU a fww �( 'sx+�'r r. C:i•�:.: LU ,,..1 n..r°.. .\ =50.11' ._ S t7 LU ° ""1n°' cr. =52AT U a' V N a° b mvc na.h ” J SITE PLAN o� °° ' `\ IXUTING1.12STORY z= .°,a O SCALE: 1" = 30'-0' a p`p.11 67 3 HOU.&GNUGE — Z O y 17 CIO '120q , 1 �1 luau1 O ARCS.r: O U V'[ •• b OG OlO4tORii !%.MTN)ON I /� �`h O MTIO IUOOIFL GA1Dt I �l W ? LI 1 ¢�- —ns;� �- r HAY RAY qR 51LT FENfING g� a 12 -AP..PROVED BY; P ----- .� N/O/F i .'BOARD'OF 712UST E$ AOBkATeMRBAM K°`a MRM G WATER MANAGEMENT DETAILS TOINR!OF SOUTHOta _ n' 1 _ - 'A"°"""°°"'T°"'°" q. �°s� _ VGETIMfDBOUNDARYAND N.T.S. d UT OO DATE �.+ :,,,� F � •: �_:�:. cowAINOIOWO SAV !6� ZOt$ a: :?t +-2mH�aenw.aG ut'•: +: -±_ ;. cv _yilRl' J"// xraFnFAn uai[°nia°r�m�°j - 'iuo+oa:-.•._..- -?:: o' .a•...•...: •. •' •_ Cb (�jR�ltl.", ��//� s7ANOAan s O 8 N IT j 5 9D• }4;.N�•� 583'13' V 00 DOGAWOOD Nw \ wia DAAwN MHIlLS �rm°�ww�w omm �^�n mrr.rwr sdlL ,n•-,u• a�O I alDOO %c. / nienrt rose OOM mw es.ra.o 106.1018 *a., SN66TNUNOFJC mn %--. w54m, rs.. l7 0000 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03500 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: 860 BAYVIEW DRIVE LLC 860 BAYVIEW DRIVE LLC 46 SEA CLIFF AVE 860 BAYVIEW DRISCTM 1000-37-05-10.1 SEA CLIFF,NY 11579 EAST MARION,NY 11939 (917) 662-5443 Facility Application Contact: MICHAEL A KIMACK PO BOX 1047 SOUTHOLD,NY 11971-1047 (516) 658-6807 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 723.467 NYTM-N: 4555.462 Latitude: 41'07'11.0" Longitude: 72'20'17.5" Project Location: 46 Sea Cliff Ave Watercourse: Spring Pond Authorized Activity: Remove an existing deck landward of retaining wall, install plantings in buffer area, construct a patio with french drains and install pool. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 3/13/19. (CKW) Note: The property landward of the ten foot elevation contour(2004) is beyond Tidal Wetlands Act (Article 25)jurisdiction. - - -- - -- - - - - - - - - - - - - - - Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-03500/00003 New Permit Effective Date: 3/14/2019 Expiration Date: 3/13/2024 Page 1 of 6 da 14EW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03500 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: SUSAN AC , Regional Permi strator Address: NYS egion 1 Headquarters @ Stony ro kJ50 Circle Rd tony Brook,N 1 790 -3409 Authorized Si tore: Date S/ /Zb1 Cl VL Distribution List MIC .' L A KIlVIACK Mar' e Habitat Protection CL RE K WERNER erm omponen s NrCONDITIONS, PERMIT COY S - GE APPLY TO ALL AUTHORIZED PERMITS- ------ -- -- - - - NHER PERMITTEE OBLIGATIONS NAT URMURE ICEF 111IMS - Apply to t e o owing 1. Post Per Sign The permit sign enclosed with this permit shall be posted in a cons uous location on the site and adequately protected from the weather. 2. Notice of Commetraement At least 48 hours prior to commencement of the sect,the permittee and contractor shall sign i eturn the top portion of the enclosed notificat' orm certifying that they are fully aware of and underst • terms and conditions of this pe itl 1 30 days of completion of project, the bottom portion of the o _ iist�ac�be�signecd e ed, along with photographs of the completed work. 3. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. Page 2 of 6 t NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03500 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess.material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of.in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 6. No Disturbance to V ted Tidal Wetlands There shall be no distur e to vegetated tidal Wetlands or protecte er areas as a result of the permitted activities. 7. Storage of ipment,Materials The storage of construction equipment and mate ' is shall be confined wit ' the project work area and/or upland areas greater than 75linear feet.from tidal wetland bo Bary. 8. Esta sh Vegetated Buffer To protect-the values of the tidal wetlands, a permanent vege d buffer ne shall be established. There shall be no disturbance to the natural vegetation or topogr by withi area extending 10 linear feet landward of the tidal wetland boundary. 9. ea of Disturbance for Structures Disturbance to the natural vegetation or topography greate th 5 feet seaward of the approved structure is prohibited. 10. Install,Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., slope edge of any disturbed area. This sediment be put' e before any disturbance o and occurs and is to be maintained ' and nal condition until thick vegetative cover, blished. 11. o Pool Discharges to Wetland There shall be no draining of swimming pool water directly o indi ctly into-wetlands or protected-buffer-areas. 12. L g Term Plant Survival The permittee shall ensure a minimum of 85% survival of plant' s by the en e- a ion project to determine how to meet the mitigation goal. The permittee must submit these re-evaluation plans to . The report must submitted by January 15th of each calendar year and sent to: NYS DEC - ion 1 Bureau of Mar Habitat Protection,Attention Compliance 50 Circle Road Stony Brook,NY 11 13. Contain Exposed, Stockpi oils All disturbed areas where 11 be temporarily exposed or stockpiled for longer than 48 hours sha ous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 14. Excavated Materials Excess material from excavation shall be removed and disposed of off site, or shall be placed beyond Tidal Wetlands Act jurisdiction. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03500 15.,State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 16. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revoca 'oaf ermi`, a fill, excavation, or other modification of the watercour - e e y authorized shall not be comp e e owners, shall,without expense toIthe State, an ch extent and in such time and manner as the ent of Environmental Cons e tion may require, remove all or any portion of the uncomp ed structure or fill and restore;to its er condition the navigable and flood capacity of the watercours . o claim shall be made again e State of New York on account of any such removal or alteration. 17. State y Require Site Restoration If upon the expiration or revocation of this permi e project he by authorized has not been completed,the applicant shall, without expense to the te, and to such tent and in such time and manner as the Department of Environmental Conservation lawful require, remove all or any portion of the uncompleted structure or fill and restore the site its form condition. No claim shall be made against the State of New York ori account of any such rem al or,alteration. 18. onformance With Plans All activities authorized by this permit must be in strict conformanc Such approved pl. y Mark Kevin Schwartz, dated 3/6/19, stamped NYSDEC approved o 19. recautions Against Contamination of Wa t ecessary pre shall betaken to pre ude contamination of any wetland or waterway by suspen s, sediments, fuels, solvents, lub ants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious mate ' s asso ted with the project. tho ize er i. Facility Ins tion by The Department The permitted site or facility, including re ant records, is subject to inspects at reasonable hours and intervals by an authorized representative the Department of Environmental Co ation(the Department)to determine whether the permi is complying with this permit and the ECL. h representative may order the work suspended • suant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany e epartment's representative during an inspection to the permit area when requested by'the Department. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03500 A copy of this permit, including all referenced maps, drawings and special conditions, must be available' for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The-permittee must submit a separate written application to the Dep-UUxWFfbYVEM odification or transfer of this permit. Such application must ' e any forms or supplemental ' o on the Department requires. Any renewal, modificatio ransfer granted by the Department must be in ng. Submission of applications for pe newal,modification or transfer are to be submitted to: gional Permit Administrator SDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 4. Sub ission of Renewal Application The permittee must submit a renewal application at lea 30 days fore permit expiration for the following permit authorizations: Tidal Wetlands. 5. rmit Modifications, Suspensions and Revocations by the Department The Department res es the right to exercise all available authority to modify, suspend or revoke this permit. The gro • a. mat x it se or inaccura ents in the permit application or supporting , - failure by the permittee to comply with any r conditions o it; exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,re' vant chnology or applicable law or regulations since the issuance of the existing permit; e. no pliance�.t�ui�ausly.�issssueckpermi ndift rderaofithew mmiss' y pro ions of the Environmental Conservation Law or regulations of the Departz ated to the p = 'tted activity. 6. Permit Trans Permits are transferrable unless specifically prohibited by statinon or another permit condi Applications for permit transfer should be submitted p ' to actual transfer of ownership. Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03500 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of i New York, its representatives, employees, and agents,("DEC") for all claims mons, and damages, �e tent attributable to the permittee's acts or omissions ' nnection with the permittee's undert f activities in connection with, or operation and enance of,the facility or facilities authorized by t rmit whether in compliance or not ' mpliance with the terms and conditions of the permit. This emnification does. not extend,to an aims, suits, actions, or damages to the extent attributable to DEC's negligent or intentional'ac r omissions, or to any claims, suits, or actions naming the DEC and aris� under Article 78 b e New York Civil Practice Laws and Rules or any citizen suit or civil rights vision under fed or state laws. Item B ermittee's Contractors to Comply with Permit The p 'ttee is responsible for informing its independent contractors, employees, agents and assi s of their sponsibility to comply with this permit, including all special conditions while acting as the pe ee's agent with respect.to_the permitted activities, and such persons shall be subject to the s sanons for violations of the Environmental Conservation Law as those prescribed for the permitte - Item C: Permittee Res 9onsible for Obtaining Other Required Permits The permitte' i e o any other permits, approvals, lands, easements - way th a required to carry out the ies that are authorized by this pemu' Ite D: No Right to Trespass or Interfere with Riparia Thi ermit does not convey to the permittee any right to trespass upon the lands or interfere with th ---- - - rip rights of others in order to perform the permitted work nor does it authorize the impairment f any r ts,title, or interest in real or personal property held or vested in a person not a party to the permi Page 6 of 6 FORM N0. 3 NO TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 10, 2017 TO: Michael Kimack (860 Bayview Drive LLC) PO Box 1047 Southold,NY 11971 Please take notice that your application dated September 12, 2017: For permit to construct accessory outdoor kitchen and accessory swimming pool at: Location of property: 860 Bayview Drive, East Marion,NY County Tax Map No. 1000—Section 37 Block 5 Lot 10.1 Is returned herewith and disapproved on the following grounds: The proposed accessory outdoor kitchen on this waterfront nonconforming 30,098.6 sq. ft. lot in the Residential R-40 is not permitted pursuant to Article III, Section 280-15,which states in case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front yard principal setback requirements. Bulk schedule requires a front yard setback of 40 feet. The site plan shows the construction with a front yard setback of±22 feet. In addition, the proposed accessory swimming pool is not permitted pursuant to Article III, Section 280-15, which states accessory building and structures shall be located in the required rear yard. The proposed swimming pool is located in the side yard. Auth ri d Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 10, 2017 AMENDED: October 27,2017 TO: Michael Kimack (860 Bayview Drive LLC) PO Box 1047 Southold,NY 11971 Please take notice that your application dated September 12, 2017: For permit to construct accessory outdoor kitchen and accessory swimming pool at: Location of property: 860 Bayview Drive, East Marion,NY County Tax Map No. 1000—Section 37 Block 5 Lot 10.1 Is returned herewith and disapproved on the following grounds: The proposed accessory outdoor kitchen on this waterfront nonconforming 30,098.6 sq. ft. lot in the Residential R-40 is not permitted pursuant to Article III, Section 280-15, which states in case of a waterfront parcel, accessory buildings and structures may be located in the fronta�provided that such buildings and structures meet the front yard principal setback requirements. Bulk schedule requires a front yard setback of 40 feet. The site plan shows the construction with a front yard setback of 25.8 feet. In addition, the proposed accessory swimming pool is not permitted pursuant to Article III, Section 280-_15, which states accessory building and structures shall be located in the required rear yard. The proposed swimming pool is located in the side This Notice of Disapproval has been amended to reflect the revised site plan, dated October 26, 2017. orize ignature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z B.A. z BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson y,*OF SSU jyp 53095 Main Road•P.O.Box 1179 h0 l0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Gerard P.Goehringer 0 �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento l�'coum�`�.` Southold,NY 11971 - http://southoldtownny.gov ZONING BOARD OF APPEALS g 201 TOWN OF SOUTHOLD SEB � , F`= P018 Tel.(631) 765-1809•Fax(631)765-9064PEB 9VED �S U . TO w of S®�OLVNDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 1,2018 6 2018 TON N Ola ZBA FILE: 7125 ' NAME OF APPLICANT: 860 Bayview Drive,LLC euthola Town Clerk" PROPERTY LOCATION: 860 Bayview Drive,East Marion,NY 11939 SCTM: 1000-37-5-10.1 SEQRA 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 November 14, 2017 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 21, 2017. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available it is recommended that the proposed action to construct an accessory outdoor kitchen located less than the code required minimum front yard setback of 40 feet as EXEMPT from Coastal Consistency Review. The proposed action to construct an accessory swimming pool located in other than code required rear yard is recommended as CONSISTENT. Furthermore,the pool and associated patios are located outside of the FEMA Flood Zone AE EL 6. PROPERTY FACTS/DESCRIPTION: The subject parcel is a non-conforming.69 acre waterfront lot consisting of 30,098.6 square feet located in the R-40 Zoning District. The parcel is oddly shaped with 86.48 feet bordering Spring Pond and runs 116.36 feet on the west side of the lot, then it bends northwest and runs 42 feet where it meets up with Bayview Drive. The parcel runs 37.98 feet along Bayview Drive,then runs 131.44 feet east before turning northeast an additional 90 feet, then 214.75 feet along Knoll Circle and returning 123.55 feet on the southeastern property line. The property is improved with a one and a half story wood frame house and decking with patio below. The garage is accessed at the foundation level. The property is further improved with a wood shed, stone and concrete walk and retaining wall, a gravel driveway accessed from Bayview Drive and a concrete retaining wall adjacent to the waterfrontage on Spring Pond. There is also a fixed wooden dock,wooden ramp and wood floating dock as shown on the site plan prepared by mark k. Schwartz, AIA and dated October 26, 2017 based upon a survey prepared by Nathan Taft Corwin III,LS,dated December 27,2007. BASIS OF APPLICATION: Request for Variances under Article III, Section 280-15 and the Building Inspector's October 10, 2017, Amended October 27, 2017 Notice of Disapproval based on an application for a permit to construct an accessory outdoor kitchen and an accessory swimming pool; at: 1)Accessory outdoor kitchen located s 9 Fdge 2,February 1,2018 #7125, 860 Bayview Drive SCTM No. 1000-37-5-10.1 less than the code required minimum front yard setback of 40 feet, 2) Accessory swimming pool located in other than the code required rear yard; located at: 860 Bayview Drive, (Adj. to Spring Pond)East Marion, NY SCTM# 1000-37-5-10.1. RELIEF REQUESTED: The applicant requests variances to construct an outdoor kitchen in the front yard measuring 25.8 feet from Knoll Circle where the Code requires a 40 feet setback and to construct an inground swimming pool, measuring 25 feet by 36 feet, and partially located in the side yard where the Code requires the pool to be placed in the rear-yard. ADDITIONAL INFORMATION: The applicant's agent indicated that the subject parcel is among the largest in Gardiner's Bay Estates. The property consists of two merged lots: SCTM#'s: 1000-37-5-7 and 1000-37-5-10. Two prior ZBA applications were granted on the subject property, #5788 on January 20, 2006 which granted construction of a new dwelling and #6829 on February 24, 2015 which granted construction of an accessory deck. During the site inspection, it was noted that the subject property is well landscaped and screened from all sides. No member of the public or immediate neighbor offered comment regarding this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 18,2018 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 4267-0)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Gardiner's Bay Estates is a private, bay front community consisting of residential lots developed in the mid-20th Century on small, irregular-shaped parcels accessed by narrow country lanes nestled in a hilly, woodland setting bordering tidal wetlands, creeks and a sandy beachfront.- Many of the neighborhood homes have undergone substantial renovation taking advantage of views and access to association amenities. Grant of the variance regarding the accessory outdoor kitchen and pool will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Lots 7 and 10 were merged making the total lot area of the subject parcel more conforming but created two front yards. This hardship is offset by the fact that the lots topography slopes southward towards Spring Pond. The proposed outdoor kitchen and pool will be set below a retaining wall and will not be visible from Knoll Circle and will be at grade with the rear,waterside lawn. 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. As a result of the merging of the property owner's two lots, two front yards were created and in order for the applicant to have the benefit of an accessory outdoor kitchen and an inground pool an area variance is required. There is no other location to include these amenities given the lot restrictions for setback, on site wastewater treatment and proximity to Spring Pond. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 35.5% relief from the code regarding the accessory outdoor kitchen and 100% relief from the code regarding the placement of the accessory pool in a side lawn. However, given the natural terrain of the site, dense landscaping, and proposed below grade improvements along with the siting of the pool partially in a conforming location, any impact on the neighborhood will be mitigated and not discernable from the road. 4. Town Law 4267-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. • Page 3,February 1,2018 #7125, 860 Bayview Drive SCTM No. 1000-37-5-10.1 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 requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory outdoor kitchen and in-ground pool 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 Planamento, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variances as applied for, and shown on the site plan labeled S-1, and drawings labeled A-1,A-2, A-3 and prepared by Mark K. Schwartz and dated October 26,2017. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Pool mechanical shall be placed in a conforming location in a sound deadening enclosure. 2. Drywell for pool de-watering shall be installed. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three `.( years from the date such variance was granted. The Board of Appeals may, upon written—� request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Planamento, and Dantes(Member Acampora and Membe oehringer were absent). This Resolution was duly adopted(3-0) Leslie Kanes Weisman,, Chairperson Approved for filing / /2018 BOARD MEMBERS OF SOSouthold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 �� l0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �, Town Annex/First Floor, Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento IiYCOU Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD _ Tel.(631)765-1809•Fax(631) 765-9064 ;n ;7", April 21, 2021 i APR 2 1 2021 Michael Kimack P.O. Box 1047 Southold,NY 11971 RE: Request for Extension Appeal No. 7125 860 Bayview Drive,LLC SCTM No. 1000-37-5-10.1 Dear Mr. Kimack; We received your email correspondence, dated April 14, 2021, requesting an extension for the above referenced variance that expired on February 2, 2021. On February 1, 2018,Zoning Board of Appeals variance relief was granted for yard setbacks to construct an in-ground swimming pool and an outdoor kitchen. You explain that a permit was obtained, and a site inspection was conducted in 2019, and furthermore,that a Certificate of Occupancy has been written but not issued. Pursuant to the Code of the Town (280-146B) any variance granted by the Board of Appeals shall become null-and void where a Certificate of Occupancy has not been procured within three (3) years from decision date. The Board may upon written request,prior to the date of expiration, grant one-year extensions,not to exceed three consecutive years. During the Special Meeting of April 15, 2021, Members of Zoning Board of Appeals and the Town Attorney reviewed and discussed your request. Since the variances have expired with no request for an extension submitted to our office prior to that date,this Board does not have any legal authority to grant an extension. At this time,you are advised to re-apply for variance relief with a new application and a public hearing. Feel free to contact our office if you have any further questions or concerns. A eisman Chairperson cc: Michael Verity, Chief Building Inspector - �vtd U-,)/ Y� �12& Scott A. Russell a�wlqfi ST ORMWATER SUPERVISOR z MANAGEMENT S0UM0tD T0` M HA1X-i'.O.B=ups `$ MamR"d-S0Un10W,»1fMX Wn Town of Southold CHAVfER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES TMS PROJECT INVOLVE ANY OF THE FOLLOWINQ XeS No tCt XK ALL THAT AMY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square f eet of ground surface- B_ urface_B_ Excavation or filling involving more than 2Q0 cubic yards of material within any parcel or any contiguous area_ C. Site preparation on slopes which exceed 10 feet vertical rise to i 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 1 E. Site preparation within the one-hundred-year floodplain as depicted t on flRM1Vap-of-any wato course- F. ou se:F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of- impervious surfaces. - - - - N 3=answercd NO to ilk of the Stloass oboe,SM Complid &a Affficaut seWea ltdow witls your Name, fie,cmt■at hdaaoadom,Data a Como to Mv Naval 08pter 236 does rat SA*to paar pr*)et. N los aoswerod TW.to am or more of ttre Ame,plana s ft& Two coops of a Stumwata Nawwomt coui d Han and a Chao I st Fara to the with_3W Pamu NTS ! aa. ASL; qty�:�P.or�A»wk Caetltri"w oti S-C.T M_ ': o 1000 �G�+ 22 7' y 31 9 NAME �1Jt✓� .�» � �21T�y yr�r. sect BAOICk - ">*oR BUILDING DEPAR7`MT GSE ONLY Y'`* Reviewed By: - - - - - - - - - - - - - - - - - - te - �I- 1 Property Address/Location of Constriction Work: — — — — — — — — — — — — — — — — — ` Approved for procei ing Building Permit. v0 &qvlew Pof Stor n nater Management Control Plan Not Required. ormwater Management Control Plan is Required? (Forward to Engineering Deparimeni for Review.) FORM SMCP-TOS MAY 2014 APPLICAN-IS.t.'I'.M.' CHAPTER 236 1.000 (Property Owner.Design Professional.Agent,Contractor.Other) ..+a. ---r�,,,- • ' �7 O — G7 +o Stormwater Management Control Plan CHECK LIST KIK S � 71 "t'"" ��"cl' r-Ot�' Wit- . Nr�ML � `- S NI C P -('Ian Rcrluuemenls PIrn•trle ONE copy of the Qutlrlmg Pernul Application _ 1'k•,•r 14,w p Date � �k The applicant mull pro%ic]c a Complete t;\ptanat ion and/or 12ra,on fo+ not p+od+du+g all Informahnn that ha-s been Re(lon6d 1)'y the rollom mg Chec{ istt I A Site Plan drawn to Scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Held YE NO NA If need additional room for ex cr.explanations, Please Pro\ide additional Pa show all of the 1'ollota'ulg hemi: You P P a. Location & Description of Property Boundar,te-s [� b Total Site Act eage. =:F— c. EatSttng- Natut al & Man Made Features within-500 L F. of the Site Boundary as requn ed by§2.3G-17(0-9). d Test Hole Data Indicating Soil Chaiacterntcs&Depth to Giot+nd Nater L� e. Limps of Clearing& Area of Proposed Lancl Disturbance. f. Existing& Proposed (.OI1t0trrS of tIie'Site (m in mun,•l inlenat g. Location of all emsting ing& proposed .41 uctul es, I gads, driveways,sidewalks, drainage Improvement,,& Lit ilitles._ h Spot Grades& Finish Root Elevations for all existing& _ proposed Structures._ I. Local Ion of pi oposed Sta•nnrning Pool and discharge ring. J. Location of proposed Sod Stockpile Area(s). k. Location of lnoposed Cotnhuction Enhance/Staging Area(s). I Location of proposed concrete washout area(s): in Lcxation of all pro>osecl etovon A seclnnenl control measure,. 2 51011- UatUl-Management Cunl+ol Plan muss mcludc Calculation,sho4c ut; thar the"tot nn\atet +rnpim ements a+e,iied to capon e.stoic,and utldt+ate on-site i he t un-oft 110M.111 a7+pel\rous sur l aces gutct aced b}a tn•o(2")Inch amiall/storm dent 3. Detail,&Seclmnal DidAings for Aomimaier pcacnce,ate m1uacd lot jpproval Item,, requiring cletaik shall include but not be limited to a. Erosion&Sediment Controls b C011StI•UCt1011 Entrance&Site Access. r c. Inlet Drainage Structures (eg catch Imsins.t+enchdtants.etc) d. Leach ing Structures (e 9 mf+lti ation ba-mi,,,mvOle,;,etc) i 1.011 ENGIEl'i{INCA D1;1}AfTMENT IISI 0i�tt 1' 1—�� m I Additional Information is Required. Reviewed & 1 ® Stormwater Management Control Plan is Not Complete. Approved l3y — - - - - — — — — — — — — — — — — — — — — — — I Stormwater Management Control Pian is Complete. I r l Date" SMCP has been approved by the Engineering Department.' raInaps 14 POOL HQU5E EAVILLION MOIX15.91 'T6,0'XI5.9' KITCHEN EL7.8 Leader Line FF: . F1 REPLAr.t; SAIRBEQUE Trench Drain Lei Trench Drain_ wall Drainage 0 doh. POOL �Y w�5 25'X36' SA Z, ON 8A SA . I Wall Trench Drain Trench Drain Drainage wo OCT 2 3 2019 BUILDING DEPARTMENT- Electrical Inspector i1 !� TOWN OF SOUTHOLD -� ;' sl' iit'lri Hall Annex- 54375 Main Road - PO Box 1179 ,,/� t F � ;.`4 Southold, New York 11971-0959 f t � Telephone (631) 765-1802 - FAX (631) 765-9502 roger[@southoldtownn-y,cloy_� seand&outholdtownny.gov { APRL1.C3A1TI.ON FOR ELECTRICAL INSPECTION; i -- — ' F ELECTRICIAN INFORMATION (All Information Required) Dater 6 23 l9 Company Name: _p Q O lyrc Name: License No.: Ll$3©5 ME email: g I ve -rd)ea4 g1,:F(- Address:-- 153 ,:F(-Address: 1 _cli y --mct wh�7®�__ Phone No.: f JOB SITE INFORMATION (All Information Required) J J Name. Address: ­­­-­----­­­ Cross ddress: .- .r.._­ _ _l%L° Cross Street: 1 Phone Bldg.Permit#: - -- -'3 email: _ x' T.ax Map District.. __ 1000 SectiC0. _Block: 5-._ Lot:. <_ BRIEF DESCRIPTION OF WORK (Please Print Clearly) x Circle All That Apply: Is job ready for inspection?: YES /� Rough In Final ,t Do you need-a Temp Certificate?: YES /6�) Issued On Temp Information: (All information required) i Service Size 1 Ph 3 Ph Size: __. _ _A #Meters . ___ Old Meter#, New Service- Fire Reconnect- Flood Reconnect- Service Reconnected- Underground - Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information:; PAYMENT DUE WITH APPLICATION Request for Inspection Formals I�� 4 P 0 175115 PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments _ �1���Q C ® V6 G® k-am o '_cam I A 4C; wn� C- t? 0-0 )-renbly fn. Town Hall AnnexTelephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 sem* BUILDING DEPARTMENT 4 NOTICE OF UTILIZATION_OF TRUSS TYPE,.CONSTRUCS°It`JN.'I RE-ENGIN EEREQ � ,WOOD CONSThUGTI®NANDIOR TIMBER-CONSTRUCTION, Date' ® oL Owner: J 0 Location of y� Pro ert _6(0 Property:. Please take notice that the (check applicable line.,••! New commercial or resident' Y`''ructure s Addition to existing cow, ercial or residential structure Rehabilitation to , .existing commercial or residential structure d`d z to be constructed or performat the subject prop.Aty reference above will utilize (check applicable line): " Truss ,. e construction ( r' Pr ;engineered woo cons,ructi,,n (P, ) :i'tuber construction ) in the follo , ng location(s) (check I p t le I e); ' Floor framing, including girder and beams (F) x r Roof framing (R) „7 Floor and roof framing (FR) ,s- ignature:„ Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 - 6" Q IAM ETT R REFLECTIVE W141*12 s REFLECTIVE RED " PANTONE #187 ' r ' r � , i r - f. 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PROPOSED PAVIWON 2544 SQ FT 09% 4N YD ICU YD16 a PROPOSED POOL BOO O SQ Fr 27% 150 CU YD 50 CU YD n PROPOSED GARAGE 40005Q FT lA% 30 CU VD lON YD WILLI DNA ^ 2(0 \ \ 1 '�17; F�.C''-' - ,=• -(1� RETAINING WALLS - - 30 CU YD IO CU YD h w \O (r Eil HEPAPEL 16 PROPOSED DRYWELLS- (2)8'X5'.p)IOx3' - 16 CU YD 8N YD v lLn �N Lu t6 - l/ 1/ q "i-1 - rrnaL 4aso o sQ Fr 156% no cu w e9 cu ro O .44 �� -°� GARAGE I - I R = 20.0' 14 1$ \ / / I 20'X20' NEW DRIVEWAY•-„'� MEETSfi BOUNDS eY NATHANTAF'r CORVANIII SURVEYDATE 12/27/2007 .4y L = 31.45' Ix ce N 88053139 = a; 0 111 — ATER \ \ / 12 /`♦! - ° ;✓, ,,,'' �.1 ETER \ \ \ EX.SHED - Bx5 ► �Y, I A ;,NRBING W M \ S ` ADW/ JRENCHD -- a POOL` 13 WcuRBI — O EQUIPM /' 1 Nr'' = 50.0' O U 0 STONES AIR COND 1 1 �1�-- ^ 7 W 3 UNITS 1 52.47 V n 396 1 tee• W O LAMP CONC STONE ^T 1 FO1 a V `�� POST WAIX PORCH m 1 OFFICE PA LLD : �o' Ro`; - -' SITE PLAN H N FRONT S u 120x159• 160X15 ,� 23$' .1 Q _ \ 16 EXIST J h+l ( \ •2'., 1 GRAVEL 1 m I m \ \ ZTRENCH -- DRIVE SCALE• 1” — 30'-0' m ° n EXISTING 1-1/2 STORY sNRING" O ■ N B DRAIN-40 N HOUSE&GARAGE 5 Z Q C4 670 0, °�'� ,BZ m a , 42rA .o/ oR/Vq,.gY 12.2- 0 22 3 30 ------- ------ ® A-1 u b?I EX DECK 1 35 1 'TH EX.PATIO ON oo 'dP I O `r PATIO BELOW GRADE e 2 P-4 \ 27.0 3 26 3' Q0 \ 7 ' r 0 F � 6 n fr % fV \ / n CON C STOOP \ _ _ _ N/O/F f/�-'I q b,STEPS -uo1 ROBERT&BARBARA O ULLER STORM WATER MANAGEMENT DETAILS 'DRAwuG _ _$ N.T.S. � o0 $ I I CONC.RETAINING WALL 111 ' III '1 III SIN BAD HA FRO ND GUTTER O TIE UNE ONG Z "V ll��'\IIIUI ,IVI��1J STANDARD S. 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W. rFIR �a��r����;�t'���aar'���s-. � ms- of-. ���. ��ri, �•ri ► �ri= REVISIONS: 55'-0" 11'-0" 44'-0" , s j �-- � J ' `', (v '1 Y J � (v �-- � f ' �'� (v 1 y l �-- � J ' '_� (v•1 N U a e PROPOSED OFFICE .. ., J 5•_6" 3.—vm" ,lr X15''-0 ( l ')R/ 1-0-1 `12'-0 J 16—0 J / J J - J / V 1-4 Z r r r - r LH Or PATIO ON GRADE- W rTl �! 25'-0" < t r 26'-6% 'J <v •1 �- < t PROPOSED POO77 L <J'PATIO ON GRADE---!-- l / 'j � C J J^ ? �1'-^ -' ( J �^ ? �j'' -� ( J J^ � �,`�^ J (- J 1 J -'� -^ -' ( _ J J^ ,-' J ( J J^ ✓"' Y � < Rj 00 ri-".—i \J <•r\^. ri_�,�� \� <'r`^. r'�_"l-i 'J J / OO 1p DRAWN. MH/MS ` SCALE 1/4"=1'-0" FLOOR PLAN '°E" September 15.2017 " SCALE: 1/8"= 1' - SHEET NUMBER. A-2 REVISIONS: o N M U u� U z e HE — — ® 4 O I � I t` N _ o � N —_ _ p O 11 11 Hill 111 11 11111 111 111111111111111111 __ _ I /�� 1--1 � N 1""Y N A o I fill 11 If 11 fillz [-� w A � x � W o PROPOSED SOUTH ELEVATION PROPOSED EAST ELEVATION o ¢ SCALE: 1/8"= 1' SCALE: 1/8"= 1' a a A Ao 3 C¢ 0 �Q O 00 DRAWN MH/MS SCALE 1/4"=1'-0" ]OB# September 15,2017 SHEET NOMBER A-3 REVISIONS: AllT'/�, V � 20 o a U III Hill IIIIIIIIII IIIII 1111 11 11 IIIH III IIIIII III Fm 1111 11 fill 1111 11 11 1 11 11 11 11 A2 o� w 1� —� — N —• •— N � Q'i U �. C 4 m O1 a a PROPOSED NORTH ELEVATION PROPOSED WEST ELEVATION o A 0 SCALE: 1/8"= P SCALE: 1/8"= 1' Q o N w 20'-0" A O c7 4'-0" 12'-0" 4'-0" CJ O U z O ¢ o � o N • [+ L, ____________________ ________________________ N Q 30 oo o o W O '-4 8'-0" '-4 8'-0" '-4 00 20'-0" DRAWN, MH/MS FLOOR PLAN W SCALE 1/4"=1'-0" S�--N PROJECT NORTH JOB# SCALE: 1/8"= 1' September 15,2017 SHEET NUMBER. 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F ,. . _ 'ZY�,�,1"..- �'''�'•�'�a is-. ��,'� •� ~ �r i,, y, -- MIA �_ `�^,r... •v: � .' � c( s �.�:� N -- _,a 1�..: - t� •fir � 1 c. „ j` r;• _ ±fir ,'� nr {;.-1 •�""'- 1C•' '� .ff •{�H .1 --=�>c-- •�R�• x - -" _ill i- - �/ �.y.`,:'� bra -1 .{ �*� 1• r id w _ ..-F .. - 4�z1'-- M j� I�' R �, �,:; � °e. 4''t1�3 � � '1 i'• ��r..,.- 'h -��' a •+r - ,r REVISIONS SCTM # 1000-37-05-0 V l W SITE DATA: 1000-37-05-1 B AY ` DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: 0 PROPERTY: 30,098.6 SQ.FT. .69 ACRES O - PROPERTY WETLANDS: 922.2 SQ.FT. - - - �,. BUILDABLE PROPERTY: 29176.4 SQ.FT. ESTIMATED AREA OF 12000 SQ.FT. - - GROUND DISTURBANCE: • • /O O EXISTING HOUSE: 2314.7 SQ.FT'. 7.9% - - 17 , . { EXISTING PORCH: 75.3 SQ.Fr. 0.3% EXISTING DECK 392.4 SQ.FT. 1.3% - - PIROZZI ,(� EXISTING SHED: 112.4 SQ.FT. 0.4% !d •�~,/ �Q r `r PROPOSED OFFICE: 190.8 SQ.FT. 0.7% 40 CU.YD. 10 CU.YD. u r O 115 "16r PROPOSED PAVILLION: 254.4 SQ..FT. 0.9% 4 CU.YD. 1 CU.YD. \ �i7 �0� PROPOSED POOL 900.0 SQ.FT. 3.1% 150 CU.YD. 50 CU.YD. WILLIAM&EDNA V ^/,``' , F _• ►-] M m O�j �,.•\ / PROPOSED GARAGE: 400.0 SQ.FT. 1.4% 30 CU.YD. 10 CU.YD. N M HEMPEL 16 r �� / 15 �e? r'' ` 16 SOIL } RETAINING WALLS: 30 CU.YD. 10 CU.YD. LOCATION , PROPOSED DRYWELLS: (2)8`X5',(1)10'X3' - 26 CU.YD. 11 CU.YD. i6 / �� ` / (3)s'X3 Lij4 Oo /11 .a'� r/ / . Y s�� R = 20.0' a . 15 / ^�.Y" i 20'x20' NEW DRIVM .` - V 14 L - 31.45 _ TOTAL: 4550.0 SQ.FT, 16.0% 280 CU.YD. 94 CU.YD. Q5^O 3 3 9 L.. ` ' � t } MEETS&BOUNDS BY: NATHAN TAFT CORWIN 111 SURVEY DATE: 12/278007 N WASH V xv \ / / 18'x4'` ! Q --_ � � ( DW I � / URBIN Lu 13- m --- ' ' WATER \ \ EX.SHED { 8'X5' I �� U - METER \ \ _ \\ DW/ TRENCH D RT-A LaV - - POOL._. .&CURB FQo x DRAIN EQUIPME f i ; 50.0' ONE PL TFORM AIR GOND. FFJCE/RETA tNGWAU I } W 0 3 S1 6L STEPS UNITS 14 19.0• V "•' 52.47' U 39.6' 1 z z �f OBre O �� LAMP CONC. STONE (r1 I ..... .+rr•t+".��--... Z WALK PORCH 00 1 b\ OFFICE PAVI L(, IQN OUTDOOR I- ;r i O N FRONT23.5' It 12.0'Xi5.9' 16.UX15.9' KITCHEN a EXIST. GRAVEFIREPtACu 1 ` BARBEQUEE 40 FRONT; DRIVE \ ., v� Q2w 41.2'(PAVILLION ' T ___ I O WCOT Q 0 TRENCH DRAIN O W n EXISTING 1-1/2 STORY pATiO &CURBING s DRAtN > ;� HOUSE&GARAGE _ � t...� aa•+ 3 p► 8 04 o PATIO , 8'X3' 4 C.0 �R�V 12.2' �W/ C GGG q y N91 a w C �Q / -- - - - - - - - - - - - - - 8'X3 ��'x36' I�8'X3`1 �� I I SITE PLAN 0 1:4 Z F(OR/V F� �`DW� ♦�i � • ►•-� Q, O a b EX.DECK WITH EX.PATIO ON / (/�� SCALE: 1 t� 20r-01 H �+ 3y' I 'deep 1 PATIO BELOW GRADE / TREK �a Q' W MURIII �? Q W 7.0' . ' 6.3' ; ; 2.2 5.0 10.0' �/ f A 115 7, Ap S�DF r s HAY BAY OR SILT FENCING �,�V6 T --- -•---- L-- - -- -- LIMITS OF CLEARING TO BENO MORE THAN 2(Y L J b \ / PROPOSEDM WORK 6 INDICATED ON SITE PLAN ; / ^ in CONC.STOOP \ - N /0I F .. r .. &STEPS b ROBERT&BARBARA Ln u KELLER : •r� W LL _DRAIN POLE ` _ '-5 PIP � Z •� i / (�E W Z STORM W&TER MANAGEMENT DETAILS Bldg Dept copy from ZBA o 5 I I CONC.RETAINING WALL Final reviewed docUrrI ents NG o" Cb N.T.S. ZBA File# '7fo�S Q Tl UNE H1GH WATER 2 APPARENT ------- Oh Dat@: / / m C ° 5 G 4 MARV.ON 10/13/200`1 S 820 3 11.90, �SS° 13 OS 0 25.77' 219 '41"1O� 00 to Q S 8 l� SINGLE BEAD HALE BOND GUTTER � W ��0° ,�0 !1 STANDARD 5 WOOD WOOD a3C) WALK DOCK ° WOOD WOOD� �, .rte 00 DOCK LOCATION: AREA: 0100%RUNOFF DRYWELL TO 2 RAIN PER HOUR: PROVIDE: TOTAL CAPACITY- DRAWN: MH/MS PROPOSEDD PAVILLION, OFFICE: 544.7 SQ.FT. 91.0 CU.FT. (1)B'dia,5'deep 211 CU.FT. SCALE: 1/4"=1'-0" GARAGE: 514.0 SQ.FT. 53.6 CU.FT. JOB#: WOOD \ PROPOSED POOL- - - B'dia.,4'deep 169 CU.FT. October 26,2017 DOCK SHEET NUMBER: 0 p DRY WELLS TO BE 10'MIN. PROPOSED PATIO: 1625 SQ.FT. 271.4 CU.FT. (3)Vdia.,3'deep 380 CU.FT. G n AWAY FROM HOUSE P R r o)8'dia,5'deep 211 CU.FT. r PROPOSED DRIVEWAY: 2322 SQ.FT. 388.0 CU.FF. 206 CU.FT. S� S 0° (i)10'dia,3'deep (TOTAL 477 CU.FT.) REVISIONS 0 FM w M ti `- 2� M y CJS .+ C] d0 � M FTQ Fm 1-M I ILI nW4 r . W PROPOSED SOUTH ELEVATION w SCALE: 1/8"— 1 ............................................................................ ,� w o3 F, z w � oW > � t/1 a W Z A � C) � o U ---- -- . ® ® Q > � z ® ® ® ® 2 � _ o Bldg Dept copy from ZBA (� Zp fj) Final reviewed do�curnents 00 �[ ZBA File# 71AS w J — Dater/ / l PROPOSED EAST ELEVATION 00 ................................................................................................ SCALE: 1/8"= 1' DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: October 25,2017 SHEET NUMBER: REVISIONS AB a7'-a• / \ ' ''ri f�1 ' i I / \ ir`C VRR RETAINING WAIL .�(3)2X1241RDER/ �� TORED.STONE PATIO AS •\ � I MUONRY FlREPUCE , REQVIRED.STONE FACE INSIDE / J — r - rj J 1--- AND BARPEQIN TO = '� (MATCH MOUSE) ten"' —BE ADJUSTED IN FIELD III '/ O O� 'Af REQUIRED WAIS � �_ ^ \ I I� � J \p u•I MASON AND 4G �'� !-1 \ O O \ 1 / ® PROPOSED OFI •I WprY 'J \ w OUTDOOR KITCHENARFA / }—` O� ^ I'� m —�1� ` TOSEDETERMINED - / I ` �aRI J �_I --\12X12 FG COLUMN \ b2 FACO LOST \ —`I 1I -1 .r v 24"X24'PEDISTAL _wvD (3)2XI2 CARER' J 1 r'• i BASE(SEE SECT.BA) •..Y.•TR�r R (3)2%8 HDR (3) _ ! • .i / -� Hi 046 �I �__�I J —� J ", Lf) I•�•( 3-5 - '�5'-0 - � 1 ( --r' \ N --- -1 Ln r� / - '� J � � v a•rz M u M j( PATIO ON GRADE / ( PROPOSED POOL 25'-0" 614 < PATIO ON GRADE---! 0L •'J \ it _ � •'J \ i ,` � ,,J \ � , 'I .� ,J \ \ _1 i r_ � 'J \ / W C� 4/, J '- � r / � r __:-i J ` r —i J ' ---- ''.. ) � r-"� P•te�.- • \_ 1 -' ( .!I���----- I \_ I - ( ,l )<----11 \ i � ( ,l iC � I \ I � ( -`Il �I)� ' \ I F-•4 F. j J t\ J V] 9'-0" Q FLOOR PLAN Q a SCALE: 1/8"=1' V F� 4J 14/4X14 13/4X14 ML RIDG O T� 111 ®/6br- -lx/DN IL�—J1 2X8 a®1 (3)2X12 GIRDER Z 2X10STUDWALL O in 12X12 FG COL "oRv u• fin ACQ POST • r"1 v.•� E%.GRADE EX.GRADE L' LLli ,.Lk—rtwm-.-ll 16-OC FLAT) 1L s�roctRiwW :Mu' of, Ib OC Bldg Dept copy from ZBA O ~ n II I�r-- •O YJ V< 6 G G.BLRMER Final reviewed��c}unents op ` t 114 IV . LAVERS OVERR1.0 CED .�eovvv4nol PAVERS <2 RED STONE coNcsuB I I_. .", co B ZBA Flip # ,"• . Y-1;21J113�>W(XlU-I Ib"Ul a �_ �J�foonir a Date:a2/ / 0 I;l� - F Ir x wAu B - r a 44. 1.L.� .L'. i 0 4'X2" (EYL RYL 2 4 ,� L.._;�, DAMPP0.0OF i IP PC WALL_-�.;I{-O I•.— •.,.;:.;.•::":;:':::':':;�':.�::';;:;:::',�:;.�::':::.:�::':;:'..�::'; :;. r CONC.SUB "t - : %f"}E CONG PIER I •: •SHALLOW END:•:':.•: •:':.i :':.: •::•:'::: •:r::.i ?::' ::•Y::' %:.•' •l::::: . J: DAMPPROOF - •4 O rn •1 Y••�•�•. :•"+. RIs SfEDf•-• .3'b"DEEP " BEEP END'•" 24'X1„ONC.ETC. � 4'-8•. 36%36'X12"FTC, 2 C b'-0'DEEP (3)XS REBAR M SECTION A-A SECTION B-B DRAWN: MH MS SCALE: 1/8"= 1' SC4LE: 1/8"= 1' SCALE: 1/4"=1'-0" JOB#: October 25,2017 SHEET NUMBER: Ae2 Kmd REVISIONS: SCTM # 1000-37-05-07 SITE DATA: 1000-37-05-10 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 30,098.6 SQ. FT. .69 ACRES - PROPERTY WETLANDS: 922.2 SQ.FT. PPRO ED AS NOTED - - DATE: 30 B.P.# ' BUILDABLE PROPERTY: 29176.4 SQ.FT. FEE: Sd I d d gY; >� � ) E ESTIMATED AREA OF 12000 SQ.FT. NOTIFY BUILDING DEPARTMENT AT DRAINAGE INSPECTIONS ARE REQUIRED 13 �� � � � `V) D R V GROUND DISTURBANCE: 765-1802 8 AM TO 4 PM FOR THE Contact TOS Engineering at 765-1560 before FOLLOWING INSPECTIONS: Backfill,OR Provide Engineer's Certification 1. FOUNDATION - TO!"', REQUIRED that the drainage has been installed to Code. EXISTING HOUSE: 2314.7 SQ.FT. 7.9 FOR POURED CC- RETE 2. ROUGH - FRAMING & PLUMBING O EXISTING PORCH: 75.3 SQ.FT. 0.3% - 3. INSULATION EXISTING DECK: 392.4 SQ.FT. 1.3% 4. FINAL - CONSTRUE;i iUN MUST -BE COMPLETE FOR C.O. EXISTING SHED: 112.4 SQ. FT. 0.4 ALL CONSTRUCTION SHALL MEET THE - REQUIREMENTS OF T14E CODES OF NEIN' O / YORK STATE. NOT RESPONSIBLE FOR C4 DESIGN OR CONSTRUCTION ERRORS. ° ELECTRICAL N F 17 -1p PROPOSED OFFICE: 190.8 SQ. FT. 0.7% 40 CU.YD. 10 CU.YD. �--� �-RI 1-- �%' ' n INSPECTION REQUIRED FRANK CAMILILE r( -`' �' `/ PROPOSED PAVILLION: 254.4 SQ..FT. 0.9% 4 CU.YD. 1 CU.YD. COMPLY WITH ALL CODES OF SF '~ PROPOSED POOL: 900.0 SQ.FT. 3.1% 150 CU.YD. 50 CU.YD. NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF �0 d PROPOSED GARAGE: 400.0 SQ.FT. 1.4% 30 CU.YD. 10 CU.YD. SL Pk SOUTHOLD TOWN ZBA 15 SE, - '; 0-% w `16 o a:.0':.'d,. o: RETAINING WALLS: 30 CU.YD. 10 CU.YD. E..i F !AIlAI�'pr1nD(1 WILLIAM \/�,- ea•;Aa°0', 17:'. �Q- •A_'.'\o :�� °• .t1 PROPOSED DRYWELLS: (2)8'X5',(1)10'X3' 26 CU.YD. 11 CU.YD. -S94�L�T�Wh�RP-------� ( V' SOUTHOLD TOWN TRUSTEES �� , a �, �� HEMPEL 16 0/� /,Y` 1 d�.•A:.A: d.:'. A, :' o.'. Qr � )G(�'y p`�.�.�^v�, y�•_�, / (3)8'X3' a i5T314SJtr F4d';A I ELV / / �5 �e16,e.' °� ° '-1/ `..•a..'ee��o rTl LOCATION _ N.Y.S.DEC ENCLOSE POOL TO COD::. , sols p? UPON COMPLETION LJJ 16 1 ~ 4 ♦ / 'd ' TOTAL:F4550.0 SQ. FT. 16.0% 280 CU.YD. 94 CU.YD. _BFOR�r�Y11ATER I ••�� 1 [�•! � a R L0.01 �J /1 GARAGE :°a•'A'•`°•`d'..a'-'°'••' :' '� F-� 14 15 \ / / rf> 20'X20'G 1 :NEW DRIVEWAY',e.'aa: 1 O 1 FF:EL.14.3 GRAVER.• L = 31.45 MEETS&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: 12/27/2007 $g°53'39 E \ , , - ' i �; I oW 1 WASHOUT�d• I� OCCUPANCY OR p CESSP OLS ♦ i 1 ,' q`,: �`•;. . . . �.�' dt` Lu O \ r 'd.."d. .'e..° d. .d..m..'d,.'a..°n..'a. v URBIN 13- - APROXIMATE \ ,. •. •, EIS UNLAWFUL ,-WATER` \ . 10'ELEVATION \ ' m �, 12 ♦ ' QS�``e •---) G METER \ \ONTOUR(2004) \ EX.SHED O o `� 8'X5' F J� ;^ WITHOUT CERTIFICATE SEPTIC ♦DWS ��TRENCHDR %'g a%'R ° ORT-A-LAV \ _ TANK 13� &CURBI POOL' \ 1 OF OCCUPANCY DRAIN EQUIPMENT 50.0 . 1 L u ° ` STONE PLATFORM /' I n TOW:EL 12.2 AIR COND. FENCE REfA AING WALL 0',I.e' -• �•'� 3 &STEPS UNITS 141 . w O 1:0 39.6' 45. z19.01 - 52.47' DEC DATA: LAMP CONC• STONE m I 40 TOW: POST+Q WALK PORCH 06 I p OFFICE PAVILLION 01T10 %•°' N FRONT EL 13.0 u, 12.0'x15.9' 16.0'x15.9' KRCHEN °' •p, FF:EL.7.8_ 23.5' EXIST.° " 02 GRAVE RAVE DESCRIPTION: TOTAL: LOT COVERAGE: HREPI CE : P,'."DwF E J Q - ( � \ \ 9 , BARBEQUE 40 FRONT f DRIVE � PROPERTY 1URISTRICTION: 14016.2 SF 0- � \ ` 0 41.2'(PAVILUON) � 25.8' TCHEN ° 1 \ n EXISTING 1-1/2 STORY N PATIO TRENCH DRAIN O O �j 8 \ DRAI EL.7.5 i &CURBING • V 6� `� N HOUSE &GARAGE - _ W Z EXISTING HOUSE: 314.3 SF 2.2% O V O 0 A m SLAB FF:EL.6.0 O ^ 30/ CRgV 8 \ Z �- - CqAP TIO \ 18'X3� `4p. F� EL.7.5 `\ ( DW 1 FRpNr EXISTING HOUSE DECK: 325.0 SF 2.3% Q q� 12.2' "8X3,\ P5� r ♦ EXISTING DECK STAIR: 47.2 SF 0.3 Cpl VF 3.0 1 '1 \ 18'X3%1 APROXIMATE ` EXISTING PATIO ON GRADE: 361.0 SQ.FT. 2.5 /o W ^ D F z DW Ijw 10'ELEVATION o z qC o T s; CONTOUR(200 EX. DECK WITH EX. PATIO ON � / (n/ EXISTING RET,WALL DECK: 100.0 SF 0.7% //�� 35' I;dPl PATIO BELOW GRADE // TREN _j ��_•JJ 7 O TMRENCH DRAI DRAIN �1 ! \ _ I I ill I PROPOSED PATIO ON GRADE: 27.0 458.8 SF 3.3% O00 ' 3. ' 26.3' - Izr 2s.o lo.o' 1 I-' QO \ , / /$ 268' I�' II� PROPOSED POOL: 612.6 SF 4.4% \ 71 i Q' GsF O, HAY BAY OR SILT FENCING TOTAL: 2214.4 SF 15.7°i° r -- ---- - -- - --------------------------------------L = = - - ------- � LIMITS OF CLEARING TO BE 6 NO MORE THAN 20'FROM PROPOSED WORK AS n j N INDICATED ON SITE PLAN CONC.STOOP � _ � &STEPS - - N / O / F o Ln ROBERT&BARBARA � KELLER N v E EXISTI GTOWN OF SOUTHOLD EXI ING D CK m v O BJ DRAIN IPE FROM CATCH BASIN T REMOVED - - ON BAYIEW T - - - - LANDWARD LIMIT OF TIDAL o OL ''' -�- ' OPWETLAND BOUNDARY AND 0 VEGETATERED BUFFER ALONG *' • �l`i�i y +/.ir = •i;1_�'i i i� 'y� -1�i i .I-, ii_ j-� 1-.�--. ..�-s- ��--..'_ `-.�. U Cz CONC.RETAINING WALL O �' X O t l i "itCONC. RETAINING WALL NON-TURFBUFFER PLANTS (0 IN ACCORDANCE W/DEC TIE LINE w ° 5 xU APPAANNWATE LISTED APPROVED PLANTINGS O/3/200O MARK ON ° cz u13O 25.77' " ry U wly i oo y' O N G v WOOD S6 til WOOD 0'o :1 WALK DOCK � W WOOD WOOD •�9 ,g DOCK RAM? STORM WATER MANAGEMENT DETAILS ��K N.T.S. P N p SITE PLAN SPRING SCALE: 1" = 20'-0' 11 11 N STONE CAP 1 1 1 1 SINGLE BEAD HALF ROUND GUTTER EL 122 1 g 144 STANDARD 5" EX.GRADE EL.12.o , 1 11 j I i -- 1 1 1 1 1 U 7H LLUJ-- #4 REBAR(E.W.) L� 24-OC(TYP.) 1 I 1 �_I l (GRANULAR 60ksi ►�j L'-� BACKFILL @100%RUNOFF DRYWELLTOLI-i I i I LOCATION: AREA: TOTAL CAPACIT -. 2 DRAIN PIPE 0 4B"OC 2 RAIN PER HOUR: PROVIDE: (1- (r-0 ABOVE PATIO) r PAVERS O E REI �--I i_1 1 i--i_I i-i_F j12"PCWALLI N •S =1111 t ' PROPOSEDD PAVILLION, OFFICE: 544.7 SQ.FT. 91.0 CU. FT. (1)8dia,5'dee 211 CU. FT. -IDRAINPIPE.Iiri - GARAGE: 514.0 SQ. FT. 53,6 CU.FT. P -4 dia. i' 3s00 j jo} ED R - 8 ?�1 111 -I -I I I - = 11-_I -I I- a:%,e... I- I -�h g '� C' PROPOSED POOL: 8'dia.,4'deep 169 CU.FT. r L;•: :•�° 1' ��/ .� 'S� �� 7, �{ DRY WELLS TO BE 10' MIN. PROPOSED PATIO: 1625 SQ. FT. 271.4 CU. FT. (3)8'dia.,3'deep 380 CU.FT. 4 _8 H N DRAWN: MH/MS AWAY FROM HOUSEN - i O 211 CU.FT. SECTION A-A JOCB#E: 1/4"=1'-0" Oo 0 PROPOSED DRIVEWAY: 2322 SQ.FT. 388.0 CU.FT. (1)8 dia,5'deep 206 CU. FT. �� �T 0 2 39 �� April 02,2019 3 deep (TOTAL:417 CU.F SCALE: 1/4" = 1 FQ -t / F N E� SHEET NUMBER: S- 1 REVISIONS: TO 8'X4'DW - A ` ' B POOL EQUIPMENT r — — — — — — — -1- — — — — — — — — — — — — — — — — — — — — — — — — f- — — — — — — — — — — — — — — — — — — — — — — - --------------------------------------" I • o I 36'-0" \ 1 1 I 0 1 I 1 -o" 1- J 1 I ------------ ------- 1 C , p. '� . D. i . -------------------I I O • d - ---------------- CQNC_ ----------- ----- --- ---- ---------- ---------, 1 __ _______I _ PIER .1 ' F HAUNCH -RETAINING , TOP OF FLOORIN} I i - , I SLAB(TYP.) (TYPICAL); ; 12"PC WALL,DAMPPROOF TO BE F4USH w/_W i .N I 1 24"X12"FTG. (3)#5 REBAR MIN.4"SHELF I I 1 1 I I I 1 12"DEEP FTG. (MIN.6"PAST CONC.SUPPORTS) ; ' /��• i ; ; q C A L ; 4 FIR'eCA E/ O COPING v SP1/CE • v �n PAVIL ION BAB CUE i r I 8' x Lo MORTAR �� HAUNCH O �. 6 TILE BAND ATER - ys:: ti_ =- = _ 2 .,_ G SLAB (TYP.) ' `- --- I ' �{.., I f if , f I ff � I I 1 10"PC WALL,DAMPPROOF; 14 -0 ; 5 -r0Cn 24"X12"FTG. (3)#5 REBAR I , ' I I W O 1 1 ' I � 1 D ' ' 1 I 1 l C ---- ------- p i CONC. O I i I i ; PIER HAUNCH I ' MARBLE DUST SLAB MP.) 12'-0" 1 14'-0" I , — — — — — — — — — — — — — — — — — — — — — 1 ; ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED IN I I 12" LIFTS TO 3000 psi TO 95% DENSITY ASTM D-689. - / Lo COMPACTION TEST REQUIRED (FEES TO BE PAID BY H OWNER) TESTING TO BE PERFORMED BY SOIL MECHANICS DRILLING, 516-221-2333. GENERAL p Q CONTRACTOR IS RESPONSIBLE FOR ARRANGING TESTING. I #4 @ 10" OC I PATIO Q I I , STEPS(TYP.) PATIO PAVERS AS SELECTED BY OWNERi MIN.4"CONC.SLAB,REINFORCED CONCRETE: 4000 St #4 @10" Oct I 6X6 10/10 WMM,#4 REBAR @24"OC e.e.NEW OR DISTRUBED FILL UNDER SLAB P TO BE COMPACTED TO 95%RELATIV DENSITY.ASTM D-689 VOMPACTIO,� ' STEEL: 60ksi _ ( TEST AS NECESSARY.6"GRAVEL BASE UNDER,THROUGHOUT(TYPICAL). ' LL NEW AND EXISTING CONCRETE WOPK IN PATIO AREATO HAVE CONCRIiTE ' SHELF(w/HAUNCH SLAB)OR HAUNCH SLAB ANCHCHORED TO CONCRETr SWIMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN ' I w/#4 EPDXY COATED REBAR @12"P/l.ADJUST WALL AND FOOTINGS AS REQUIRED FOR PATIO SLAB. ' SPECIFICATIONS AND SOIL TO BE LEFT ON PROPERTY. SOIL I / I I , TO BE STOCKPILED OR RUFF GRADED (AS PER OWNER) ON 12" TO 36" 12'-3" \ 25'-0" / 19'-0" THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED o RADIOUS AWAY. SWIMING POOL STRUCTURE TO INCLUDE A MATT OF H (VARIUS) O 3/8 STEEL REBAR TIED, 10 ON CENTER FOR WALLS AND FLOOR, I SHALLOW END I O 5" ON CENTER FOR ALL TRANSITION BREAKS AND BOND BEAM. /� , Y-6"DEEP , THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GUNITE MIX SHOT INTO THE STEEL CAGE AT A THICKNESS OF NO LESS THAN ^^ 12" ON THE TOP EDGE OF THE POOL BOND BEAM AND NO LESS ( ) W THAN 8" ON THE WALLS AND FLOOR. INTERIOR FINISH OF POOL 8" I I Z TO BE "PEBBLE TECH" DURABLE FINISH. COLORS AS PER OWNER. - -- I INGROUND POOL �I O pQq GUNITE I O � Edo SKIMMER (TYP.) I o � , Co GUNITE POOL SCALE: 0.750" = V I I , o DEEP END ��, c E I 6'-0"DEEP / ,' ,' m ai u 12 � 4i x av, o � C\ RETURN — — — — ' ,' ��, a, v O MAIN DRAIN O ' p W + x � to 4 I c, ' ,cl LIL U 00 � .fl 1-3/4X14 ,'' ,' N O W ML RIDG , 12 HAUNCH ' ---- SLAB (TYP.) , RR ' W H 2X6 PLATES w/ 120-3" (3)2X12 GIRDER 25'-0" 10'-0" ' u 12X12 FG COLU N i =N ' 6X6 ACQ POST B STONE CAP I s I I O I I EX.GRADE 1 � � � � � #4 REfIAR(E.W.) FOUNDATION PLAN 24'OC(TYP.) s ' ' s GRANULAR —_I 60klsl —- - — BACKFLL- - =� =11 SCALE: 1/4" - V u CD -_-__1 2"DRAIN PIPE�q 48"OC � 16X1 CONC.BLK PIER � (P-0ABOVIE PATFC) - PAVERS OVEREI F ULT RED STONE i7 III—I_f!�_,---i_ j - -I 12"F'C WALL CON - 3500Psi RAIN IP 'f, y_.,.. r._{-•:d._-a-,..f _ _ .r- -: 'r.:f -a_ +; e. - - a 0 4 t• .•v I S I •: rr— i 4"X24 ( s a i � - 8 .r •.l P a CONC.PIER � O SHALL END. O ► `• .w.r i e ' .vo a i rte. STEPS . OW c r Do 1 0 I .e '3'6 DEEP C U O e' O • ,� o • o • o • - - 'DEEP END4'.%'. : . ' 36"X36"X12"FTG. 4 /8 a a. a• 6'-0"DEEP e Cy ' 04 16 Dc 0o Do 00 Do 0n Do 0e Dc D'o " Scy DRAWN: MH/MS .01 SECTION B-B. ° U7 SCALE: 1/4"=1'-0" SCALE: 1/4" = 1' O 1 JOB#: ,, p22 ° 9 �- / � F �� April 02,2019 ENI SHEET NUMBER: A- 1