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HomeMy WebLinkAbout51999-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 40 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#: 51999 Date: 06/16/2025 Permission is hereby granted to: Richard B Sachs PO BOX 1261 Mattituck, NY 11952 To: Install a generator with privacy fencing as applied for per Historic Preservation Commission approval. Premises Located at: 8255 Bridge Ln, Cutchogue, NY 11935 SCTM#84.-1-4.6 Pursuant to application dated 02/20/2025 and approved by the Building Inspector. To expire on 06/16/2027. Contractors: Required Inspections: Fees: GENERATOR $125.00 CO-RESIDENTIAL $100.00 ELECTRIC -Residential $100.00 Total $325.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT i Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www,so t)-ioldtown.ja ; ov r Date Received APPLICATI ON FOR BUILDING PERMIt— Lai For Office Use ...y PERMIT 1\10�51 I 9 Building Inspector: j-Z D , U2 Applications and forms must be filled out in their entirety. Incomplete JUN 0 applic Lions will not be accepted. Where the Applicant is not the owner,an Authorization form(Page 2)shall a completed. IlclFn g De Owner s Author F D ate: z Of southold. OWNER(S)OF PROPERTY: Name: ( SCTM #1000- oar, D1 ., , 6 Project Address Phone#: � �� �rr L ��✓� Email: Mailing Address: P CONTACT PERSON: Name: Mailing Address: Phone#: C(o�'� 5 _ t/ I Email: DESIGN PROFESSIONAL INFORMATION: Name: mla Mailing Address: Phone#: G�3) . Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email:: DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair C(Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes [Vio Will excess fill be removed from premises? ❑Yes ElKo �o r4/00�M 1 PROPERTY INFORMATION Existing use of property: S � �DYwUL Intended use of property. Sp Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to ::: property? DE A COPY. Ac, ... - ... .. .. this ❑Yes Colo IF YES PROVIDE (Check BOX After Reading. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATIONVC IS HEREBY MADE to the Auliding Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of5outhold;3uffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations orfor removal or demolition as herein desitribe,&The applicant agrees to comply waith'all applicable laws,ordinances,building code, housing code and regulatloias and to admit authorized inspectors on premises'and In building(s)for necessary inspections'.False statements made herein are punishable as a Class misdemeanor pursuant to Section'210.45 of the New York State Penal Laiw. A bmitted B print nal el ): . uthoriz Agent ❑Owner ppllcation 5u y( ed � � _ ...-,,,-,,,,Date a � �.M... _ .. —. : . . Ngnat e�o - pp Icant: - - � . . 7. STATEOF NEW YORK) SS COl6NTY OF. ) being dul sworn,de oses and sa-ys that(s�I . � its the a p� ca�tY . (Name of individual signing contract) above named; (S)he is t .. (Contirictcl"i . ant CLr rcorate Officer,etc. of Said owner or owners,and i duly authorized to perform or have performed the sand worlk and to make and file this p catI!on;that.'all staterment contained in this" pot a o lication.are true to the best of his/her knowledge and belief;a 6d tl�atx_the wi, k will be per�drmed-ln;thee, al n .si ,f rfl,il..tk e, ,licati vfilP.th rewitPa . , o �u.., .., . ....... . . . ..... Sworn before me this - g w av of '� 2C ,1 4,a r P -- HILLARY ANNE HUBBARD --Notary—Public—State of-New York Quahlied in Suffolk PROPERTY-OWNER OWNER �►l1TFi RIZ;4TION r d in Suff Ik County (Where the applicant is not the owner) gay Cc ninission Exp.09/06/2026 11 residing at 161�7,do hereby authorize �i/'t to apply on my h I to the T w Building Department for approval as described herein. 2- 0 s SIg c e Date Print Owner's Name 2 out uniq�.'e David Mammina,Chairperson /Y Anne Surchin, Vice Chair 54375 Main Road,NYS Route 25 Allan Wexler UTHOLCZ PO Box 1179 Marina de Conciliis W Southold,NY 11971 Telephone: (631)765-1809 Jeri Woodhouse � Daryl Ketcham Email: kimf@southoldtownny.gov Ahmad Sardar-Afkhami Kim E. Fuentes,Coordinator 'S RVAT°� Town of Southold Historic Preservation Commission w N - 4 20 Certificate of Appropriateness May 22, 2025 RESOLUTION #05.22.2025.1 and Amendment to #05.23.2024.2 RE: 8255 Bridge Lane, Cutchogue, NY. SCTM# 1000-84-1-4.6 Owner: Richard B. Sachs, ASIP HOUSE RES+DLUT'ION: WHEREAS, 8255 Bridge Lane, Cutchogue, NY, is on the Town of Southold Registry of Historic Landmarks; and WHEREAS, as set forth in Section 170-6 ofthe`fown Law(Landmarks Preservation Code) of the Town of Southold, all proposals for material change/'alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and WHEREAS, the applicant submitted a proposal on May 13, 2025, for an approval to install a privacy fence surroLinding a new HVAC Condensers and an Emergency Generator located in the side yard; and WHEREAS, the applicant also requested an Amendment of Certificate of Appropriateness #05.23.2024.2 to redesign a pool house/cabana and an in-ground swimming pool, both located in the rear yard, and surrounded by a code conforming fence previously approved by the Commission on May 23, 2024; and WHEREAS, the applicant's representative, Daniel Butler, Registered Architect, appeared before the Commission at a Work Session on May 22, 2025 to describe the proposed privacy fence surrounding the HVAC Condensers and Emergency Generator and the proposed changes to the pool house/cabana and the in-ground swimming pool; and WHEREAS,the Commission recommends that the height of the privacy fence be four feet in height; and WHEREAS, the proposed improvements are depicted in the Site Plan and Architectural Plans, Sheets A- 0.0, A-2.5, A-2.6, last revised May 14, 2025, and A-0.3, dated May 15, 2025, all prepared by Daniel Butler, Registered Architect; and Certificate of Appropriateness,Res.#05.22.2025.1 HPC, Sachs, ASIP House, 8255 Bridge Lane, SCTM No. 1000-84-1-4.6 Page 2 WHEREAS, the Commission has determined that pursuant to Chapter 170-4(E)(2) of the Southold Town Code, the Commission has the authority to determine that some proposals do not rise to the level of requiring a public hearing, as the proposal is de minimis in nature; and WHEREAS, the Commission has determined that the subject application for the Certificate of Appropriateness is de minimis in nature and therefore does not require a Public Hearing; and WHEREAS,the applicant shall submit to the Commissioners photographs of the finished improvements upon completion; and WHEREAS, the Commissioners may conduct a site inspection of subject premises once improvements are completed; and NOW THEREFORE BE IT RESOLVED, that the Southold Town Historic Preservation Commission determines that the privacy fence surrounding a new HVAC Condensers and an Emergency Generator, located in the side yard; and the Amendment of Certificate of Appropriateness #01 .23,2024.2 to redesign a pool house/cabana and an in-ground swimming pool, both located in the rear yard, and surrounded by a fence,previously approved by the Commission on May 23, 2024, meets the criteria for approval under Section 17 -8 (A) of the Southold Town Code; and BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness, subject to approvals by all involved agencies; and BE IT FURTHER RESOLVED, that any deviation from the approved plans referenced above may require further review from the Commission. Motion made by: Commissioner Mammina Motion seconded by: Commissioner de Conciliis VOTES: AYES: Commissioners Mammina, Wexler, Woodhouse, de Conciliis, and Ketcham, Sardar- Afkhami (6-0) RESULT: Passed Please note that any deviation from the approved plans as referenced may require further review from the commission. �r Signed: May 28,2025 Kim E. Fuentes Coordinator for the Historic Preservation Commission Certificate of Appropriateness, Res. #05.22.2025.1 HPC, Sachs,ASIP House, 8255 Bridge Lane, SCTM No. 1000-84-1-4.6 Page 2 WHEREAS, the Commission has determined that pursuant to Chapter 170-4(E)(2) of the Southold Town Code, the Commission has the authority to determine:that some proposals do not rise to the level of requiring,a public hearing, as the proposal is de minimis in nature; and WHEREAS, the Commission has determined that the subject application for the Certificate of Appropriateness is de minimis in nature and therefore does not require a Public Hearing; and WHEREAS,the applicant shall submit to the Commissioners photographs of the finished improvements upon completion; and WHEREAS,the Commissioners may conduct a site inspection of subject premises once improvements are completed; and NOW THEREFORE BE IT RESOLVED, that the Southold Town Historic Preservation Commission determines that the privacy fence surrounding a new HVAC Condensers and an Emergency Generator, located in the side yard; and the Amendment of Certificate of Appropriateness #05.23.2024.2 to redesign a pool house/cabana and an in-ground swimming pool, both located in the rear yard, and surrounded by a fence,previously approved by the Commission on May 23, 2024, meets the criteria for approval under Section 170-8 (A) of the Southold Town Code; and BE IT FURTHER RESOLVED, that the Commission approves the request for a Certificate of Appropriateness, subject to approvals by all involved agencies; and BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the Commission. Motion made by: Corrunissioner Mammina Motion seconded by: Commissioner de Conciliis VOTES: AYES: Commissioners Mammina, Wexler, Woodhouse, de Conciiiis, and Ketcham, Sardar- Afkhami (6-0) RESULT: Passed Please note that any deviation from the approved plans as referenced may require further review from the commission. signed: Dated May 28, 2025 Kim E. Fuentes Coordinator for the Historic Preservation Commission J-P7"_ 9_q� Assr -- Model: -KG1 ®® KOHLER F�_- Multi-Fuel LPG/Natural Gas 09001 Standard Features 4 KOHLER. • Kohler Co. provides one-source responsibility for the NATIONALLY REGISTERED generating system and accessories. Go The generator set and its components are prototype-tested, factory-built,and production-tested. Z. r� s= • The 60 Hz generator set meets NFPA 110, Level 2,when �u r euipped with the necessary accessories and installed per, 'NOWI:R NFPA standards. ON �' �r �' c The generator set accepts rated load in one step. F �� ImllimP3 �: r o A standard 5 year/2000-hour basic warranty covers all systems and components. Quick-ship (QS) models with selected features are available. See your Kohler dealer for details. Kohler@ APM402 controller. See controller features on page 3. m The electronic, isochronous governor incorporates an integrated drive-by-wire throttle body actuator delivering The Kohler° Advantage precise frequency regulation. • Engine Features: • High Quality Power o Powerful and reliable Kohler 6.2 L Turbo charged Kohler generators provide advanced voltage and frequency liquid-cooled engine regulation along with ultra-low levels of harmonic distortion for 0 Electronic engine management system excellent generator power quality to protect your valuable electronics. o Simple field conversion between natural gas and LP vapor • Fast Response fuels while maintaining emission certificatio6 Kohler's Fast-Response°X excitation system delivers excellent • Approved for stationary standby applications in locations voltage response and short-circuit capability Using a rare-earth served by a reliable utility source. permanent magnet(PM)-excited alternator. • Certifications: • Extraordinary Reliability 0 The 60 Hz generator set engine is certified by the Kohler is known for extraordinary reliability and performance and Environmental Protection Agency(EPA)to conform to the backs that up with a 5-year/2000-hour basic warranty. New Source Performance Standard (NSPS)for stationary • Quiet operation spark-ignited emissions. Kohler home generators provide quiet,neighborhood friendly performance. 0 cUL/UL 2200 listed and CSA certified. 0 Accepted by the Massachusetts Board of Registration of Plumbers and Gas Fitters. 'Generator Set Ratings Natural Gas LP Gas Line Circuit Standby Rating Standby Rating Breaker Alternator Voltage Ph Hz kW/kVA Amps kW/kVA Amps Amps 4R9X 347/600 3 60 100/125 121 100/125 121 125 OS 347 1007125 127/220* 3 60 100/125 329 100/125 329 - 120/240 3 60 100/125 301 100/125 301 300 4R12X 120/240* 1 60 91/91 380 91/91 380 - 139/240* 3 60 100/125 301 100/125 301 - 220/380* 3 60 100/125 190 100/125 190 - 277/480 3 60 100/125 151 100/125 151 150 4T1 3X 120/240 1 60 4 00 7 0 *Voltage configuration not available.from the factory.Field-adjustable by an authorized service technician. **Units with rated amps over 400 include a field adjustable trip setting. RATINGS: All three-phase units are rated at 0.8 power factor. All single-phase units are rated at 1.0 power factor. Standby Ratings: The standby rating is applicable to varying loads for the duration of a power outage.There is no ovedoad capability for this rating. Ratings are in accordance with ISO-8528-1 and IS0-3046-1. For limited running time and continuous ratings,consult the factory. Obtain technical Information bulletin(r1B-101)for ratings guidelines,complete ratings definitions,and site condition derates. The generator set manufacturer reserves the right to change the design or specifications without notice and without any obligation or liability whatsoever. For dual fuel engines,use the natural gas ratings for both the primary and secondary fuels. G4-288 (KG100R) 4/23d e Alternator Specifications Specifications Alternator o The unique Fast-Response°X excitation system dehi ers Manufacturer Kohler excellent voltage response and short-,circuit capability using Type 4-Pole,Rotating-Field a rare-earth, permanent magnet(PM)-excited alternator. Exciter type Brushless,Rare-Earth o Brushless,rotating-field alternator. Permanent Magnet s NEMA MG1, IEEE, and ANSI standards compliance for Leads:quantity,type temperature rise and motor starting. 4RX 12, Reconnectable 4TX 4,120/240 © Sustained short-circuit current of up to 300%of the rated Voltage regulator Solid State,volts/Hz current for up to 10 seconds. Insulation: NEMA MG1 a Sustained short-circuit current enabling downstream circuit Material Class H Temperature rise 130°C,Standby breakers to trip without collapsing the alternator field. Bearing:quantity,type 1,Sealed a Self-ventilated and dripproof construction. Coupling Flexible Disc Amortisseur windings Full s Superior voltage waveform from a two-thirds pitch stator and Voltage regulation,no-load to full-load t0.5% skewed rotor. One-step load acceptance 100%of Rating o Windings are vacuum-impregnated with epoxy varnish for Unbalanced load capability 100%of Rated Standby dependability and long life. Current © Total harmonic distortion (THD)from no load to full load with Peak motor starting kVA: (35%dip for voltages below) a linear load is less than 3.2%. 480 V 4R9X (12 lead) 385(60 Hz) 480 V 4R12X (12 lead) 448(60 Hz) 240 V 4T13X (4 lead) 440(60 Hz) Application Data Engine Engine Electrical Engine Specifications 60 Hz Engine Electrical System 60 Hz Manufacturer Kohler Ignition system Coil Pack Engine:model,type KG6208THD 6.2 L Battery charging alternator: Turbocharged,Aftercooled Ground(negative/positive) Negative Cylinder arrangement V-8 Volts(DC) 12 Displacement,L(cu.in.) 6.2(378) Ampere rating 130 Bore and stroke,mm(in.) 101.6 x 95.25(4.00 x 3.75) Starter motor rated voltage(DC) 12 Compression ratio 9.8:1 Battery,recommended cold cranking Rated rpm 1800 amps(CCA): Max.power at rated rpm,kW(HP) NG 152(204) Qty.,rating for-18°C(0°F) One,650 LP 131 (175) Battery voltage(DC) 12 Cylinder head material Cast Aluminum Fuel Piston type and material Cast Aluminum Crankshaft material Forged steel Fuel System 60 Hz Valve(exhaust)material Forged Steel Fuel type Natural Gas,LP Gas,or Governor type Electronic Dual Fuel Frequency regulation,no-load to full-load Isochronous Fuel supply line inlet 1.5 NPT Frequency regulation,steady state ±1.0% Natural gas and LPG vapor fuel supply Frequency Fixed pressure,kPa(in.H2O) 1.74-2.74(7-11) Air cleaner type,all models Dry Fuel Composition Limits* Nat.Gas LP Gas Exhaust Methane,%by volume 90 min. — Exhaust System 60 Hz Ethane,%by volume 4.0 max. — Propane, /o by volume 1.0 max. 85 min. Exhaust manifold type Dry Propene,%by volume 0.1 max. 5.0 max. Exhaust flow at rated kW,m3/min. (cfm) 24(848) C4 and higher,%by volume 0.3 max. 2.5 max. Exhaust temperature at rated kW,dry 700(1292) Sulfur,ppm mass 25 max. exhaust, °C(°F) Lower heating value, Maximum allowable back pressure, 15(4.43) MJ/m3(Btu/ft ),min. 33.2(890) 84.2(2260) kPa(in.Hg) Exhaust outlet size at engine hookup, * Fuels with other compositions may be acceptable. If your fuel is 88.9(3.5) outside the listed specifications,contact your local distributor for mm (in.) further analysis and advice. G4-288 (KG100R) 4/23d L Lubrioabbn Controllers Lubricating z System 60 H Type_' Full Pressure o 10 Oil pan capacity,L(qt.)§ 5.7(6.0) Oil pan capacity with filter and oil cooler, 9.0(9.5) D o O O L(qt.)§ - Oil filter:quantity,type§ 1,Cartridge § Kohler recommends the use of Kohler Genuine oil and filters. APM402 Controller Cooling Provides advanced control,system monitoring,and system diagnostics for optimum performance and compatibility. Radiator System 60 Hz o Digital display and menu control provide easy local data access Ambient temperature, °C ff) 45(113) • Measurements are selectable in metric or English units Engine jacket water capacity,L(gal.) 7.3(1.93) • Remote communication thru a PC via network or Radiator system capacity,including serial configuration engine, L(gal.) 28.4(7.5) a Controller supports Modbus@ protocol Engine jacket water flow,Lpm(gpm) 126(33.3) a Integrated hybrid voltage regulator with±0.5%regulation Heat rejected to cooling water at rated 9 Built-in alternator thermal overload protection kW,dry exhaust,kW(Btu/min.) 73.9(4207) o NFPA 110 Level 2 capability Heat rejected to charge air cooler at 18(1025) Refer to G6-161 for additional controller features and accessories. rated kW,dry exhaust,kW(Btu/min.) Water pump type Centrifugal Modbus®is a registered trademark of Schneider Electric. Fan diameter,including blades,mm(in.) 711 (28) Fan,kWm(HP) 12.0(16.1) Sound Enclosure Max.restriction of cooling air,intake and , discharge side of radiator,kPa(in.H20) 0.12(0.5) Operation Requirements Air Requirements 60 Hz Radiator-cooled cooling air, m3/min. (scfm)t 290(10,241) Combustion air,m3/min. (cfm) 6.9(244) Heat rejected to ambient air: O O r Engine,kW(Btu/min.) 30(1708) Alternator,kW(Btu/min.) 8(455) m Model KG100R sound levels are 65 dB(A)during normal operation*. Air density=1.20 kg/m3(0.075 Ibm/ft3) V All sound levels are measured at a distance of 23 ft. (7 m)from the generator set. Fuel Consumption$ 60 Hz • Sound attenuating enclosure uses acoustic insulation that meets Natural Gas,m3/hr.(cfh)at%load Standby Ratings UL 94 HF1 flammability classification and repels moisture absorption. 100% 41.7(1473) a Vertical air inlet and outlet discharge with 90 degree bends to redirect 75% 34.7(1224) air and reduce noise. 50% 26.8(946) • Internal-mounted critical silencer and flexible exhaust connector. 25% 17.7(625) o Skid-mounted,steel(standard)or aluminum(optional)construction 0% 8.3(292) with hinged doors. LP Gas,m3/hr.(cfh)at%load Standby Ratings o Fade-,scratch-,and corrosion-resistant Kohler®Cashmere Power 100% 18.8(664) Armor'' textured a-coat paint. 75% 15.1 (532) a Lockable,flush-mounted door latches. 50% 11.0(388) 25% 6.1 (216) 9 Certified to withstand 299 kph(186 mph)wind load rating(aluminum 0% 3.4(121) enclosures only). $ Nominal fuel rating: Natural gas,37 MJ/m3(1000 Btu/ft.3) Lowest of 8 points measured around the generator. Sound levels!at other points around generator may be higher depending on installation parameters. LP vapor,93 MJ/m3(2500 Btu/ft.3) LP vapor conversion factors: 8.58 ft.3=1 lb. 0.535 m3=1 kg. 36.39 ft.3=1 gal. G4-288 (KG100R) 4/23d — -- --KOH-_LER CO., hler,Wisconsin 53_ 044_ Phone 920-457-4441,Fax 920-459-1646KOHLER® For the nearest sales and service outle?in the US and Canada,phone 1-800-544-2444 KOHLERPower.com Standard Features Electrical System v Air Cleaner Restriction Indicator ❑ Alternator Strip Heater c Alternator Protection ❑ Battery o Battery Rack and Cables ❑ Battery Heater o Battery Charger,12 V,6"A Literature * Block Heater,1500 W ❑ General Maintenance e cUL/UL 2200 Listed,CSA Certified ❑ Overhaul • Electronic,Isochronous Governor ❑ Production a Engine Fluids Added(Oil&Coolant) o Flexible Fuel Line(for fuel supply connection) Warranty e Gas Fuel System(includes fuel mixer,electronic secondary gas ❑ 5 Year Premium Limited Warranty regulator,gas solenoid valve,and flexible fuel line between the Other Options engine and the skid-mounted fuel system components) ❑ o Integral Vibration Isolation ❑ o Line Circuit Breaker,80%Rated,3 Pole ❑ ® Local Emergency Stop Switch ❑ * Oil Drain Extension ❑ o Operation and Installation Literature ❑ o Rodent Guards o Run Relay* c Secondary Gas Solenoid Valve e Steel Sound Enclosure • Three-Way Catalyst * Two Input/Five Output Module* ® 5 year/2000 Hour Basic Warranty * Standard on 600 V KG100R models. Available Options Enclosure ❑ Aluminum Sound Enclosure Fuel System ❑ Dual Fuel NG/LPG(automatic changeover)*QS factory installed only. Dimensions and Weights Controller Overall Size,L x W x H,mm(i�p ❑ Remote Emergency Stop Weight,wet,kg(lb.): 3525 x 1154 x 1665(138.8 x 45.4 x 65.5) ❑ Run Relay With steel sound enclosure 1616(3562) ❑ Remote Annunciator panel With aluminum sound enclosure 1515(3340) ❑ Two Input/Five Output Module Automatic Transfer Switches and Accessories ❑ KEP Service Entrance Rated Automatic Transfer Switch Gmm I lox option is available. ❑ KSS Standard Automatic Transfer Switch option is available. H O O �-- W -� L NOTE:This drawing is provided for reference only and should not be used for planning installation. Contact your local dealer for more detailed information. DISTRIBUTED BY: ©2019 Kohler Co. All rights reserved. G4-288 (KG100R) 4/23d www.dignetnycli.com u of UYXCI1Y or ExlsT, CP TO BE ZO���� o www.call811.com ✓� &SONG HAP (for other states) , \ ABANDONED PER C' SCDHS REGS. BULK SCHEDULE FOR RESIDENTIAL DISTRICTS a yq 800-212-4480 811 � U O , / x DISTRICT A-0 W d By law,excavators and contractors working in For safety reasons,homeowners are strongly 62,1 �,�/ 0 a the five boroughs of New York City and Nassau encouraged to call as well when planning any 2 , O a and Suffolk Counties on Long Island must type of digging on their property.Homeowners EXIST, MIN, REQUIREMENTS FOR 1-FAMILY DETACHED G o u =contact DigNet, 1-800-272-4480 or 811,at least can contact us direct) at 1-800-272-4480 or b EXIST, O,N, SERVICE BE ABANDONED, Y Y O WELL DWELLINGS 1 48 hours but no more than 10 working days calling 811,the national call before you dig O MOVE TO NEW UNDERGROUND SERVICE z (excluding weekends and legal holidays)prior to number.For excavation work completed on X LOT SIZE (SQUARE FEET) beginning any mechanized digging or excavation personal property,it is the contractor's 80,000 work to ensure underground lines are marked. responsibility--NOT the homeowner's--to contact �? PROPOSED 6 BEDROOM LOT WIDTH (FEET)Excavators and contractors can also submit DigNet.Having utility lines marked prior to / �y�49 / \ �S SANITARY SYSTEM 115 locate requests online,through ITIC. If you do digging is free of charge. 4 250 V \ �O I LOT DEPTH (FEET) ¢ ti GP W o not currently use ITIC,please call Q Q � � 1-800-524-7603 for more information. / / \��Jp�(� y /$0 \ i I / NOTE: FOR SANITARY AND STORM DRAINAGE FRONT YARD (FEET) 6O SITE o DESIGN SEE SHEET SPI42 OF THE APPROVED PRIMARY FRONT YARD (FEET) 60 LOCATION � x a D a �. p e '� / !o S,C,D,H,S SITE PLAN, S,C, .H.S. REFERENCE ® a o a y�� / NO,: R-24-0943. DATED 11/6/2024. SECONDARY FRONT YARD (FEET) 4O o o Q BY: McDONALD C:EOSGIEI�ICE PROPOSED CONTROL PANEL AND BLOWER: `� EXIST. j� Z Z o SIDE YARD (FEET) 20 N o w DATED: 3/4/2024 SEE CONTROL PANEL REQUIREMENTS' NOTES, CP �/ 0 r THIS DWG. FOR MOUNTING DESIGN AND �o \ $� BOTH SIDE YARDS (FEET) a EL. 62.5 GRADE 0.0 REQUIREMENTS ro`s'D1A. x 4g w i- � o 6' sD 0 Fy EXIST, 2 STORY FRAME DWELLING SEE PROPOSED H FRAME DETAIL, ON DWG SP2 / '`�' e /'J \ TO B� DEMOLISHED REAR YARD (FEET) a ° - _ 15 / 1 z �", o p EL. 61,5 DARK BROWN LOAM OL OF THE APPROVED HEALTH DEPARTMENT SET. / \ ' / 1�LP� LIVABLE FLOOR AREA (SQUARE FEET PER DWELLING UNIT) 850 N o a o 0 o S o I' BELOW GRADE / o / \ / --1\LPi ' 4 Q N O O PROPOSED AC CONDENSING UNITS / MAX, PERMITTED DIMENSIONS M M EL. 58.5' ON CONC, SLAB, / ' / ,�< \ O / AREA WAY \ Ali ;1 ty) AGE (PERCENT) 2O BROWN SILT ML �,�� �'� \ �t NO WELL E SANITARY LOT COVER EXIST. FR SHED N3 / F o \�• \ \ '� SYSTEMS WITHIN W FT. BUILDING HEIGHT (FEET) 5b 35/25 4' BELOW GRADE TO BE DEMOLISHED / $?$, \\ \\ a NO SURFACE ACE WATERS WITHIN 300 FT. NUMBER OF STORIES 2-1/2 EXIST, FIR SHED N2 TO -- \� � \C� \ O BE DEMOLISHED �` NOTES: C A T I O N M A P \ // \ 6'E.D.SD \ 1, SEE TEXT OF CHAPTER AND DENSITY AND MIN. LOT SIZE SCHEDULES FOR t `� BROWN FINE SAND SP / 1 c Q \ y \\ APPLICABLE DISTRICTS, N,T,S. EL. 45.5' 11' BELOW GRADE ��?� p\� �� � � � 116'E.DI SD �-� o�� \ � !� / � Y \ TE T 4. SEE LIMITS TO GROSS FLOOR AREA (GFA) IN 280-4, �0 ,�.� �/ A �° \ \ HOLE \ 5. BUILDING HEIGHT FOR ALL DISTRICTS: 35 FEET TO PEAK OF SLOPING NO GROUNDWATER ENCOUNTERED m EL. 45S <k 0� 1 / — — \ i �cti �P�� \ 62,5 2,9 ROOFS, 25 FEET FOR FLAT OR MANSARD ROOFS, SEE DEFINITIONS. SITE \ 6. ROOFS MUST BE WITHIN THE SKY PLANE, SEE DEFINITIONS, J DATA HIGHEST EXPECTED GROUND WATER � EL. 11,26' PER BOG\�O�G��� / \\ ' 0� �� �'� / G ` SITUATE AT: ri WELL MONITOR STATION S.i3324.1 pGp�`J� /�l � i �4�� � GRAVEL ,\ roe'DIA. x , � 8255 BRIDGE LANE Q¢OQ / \ cp �� DRIV �,r `,� e'ED.5D '� F `9 � CUTCHOGUE, NY 11935 TEST HOLE •✓/ pG� o COUNTY OF SUFFOLK 1 \ N,T.S, / / \ "O+A.p I of na '� `, O � \ ��,I, TOWN OF SOUTHOLD / 'S 7 (1)8 DIA.x \ O' e'E.D.50 q \ O T? / 150' FROM EXIST. SCTM *: 1000-084-01-004,6 �/�,� s� , �p� \ 3 / ADJACENT WELL ZONING DISTRICT: A-C ? i / EXISTING WELL TO \ ,� / m d O -„ 7_„ c \ �� �1 BE ABANDONED0� \ / APPLICANT / OWNER• O RICHARD B. SACHS (1)4'DIA. x 4' 4 x8 CONC. SLAB FOR — // v E.D. 5D �� Boa, "`- Z" ARBAGE BIN \ \ / \ \ STEWART TITLE INSURANCE CO, w SITE DATA: p"I '� PROPOSED 1,000 GALLON IN \ i AREA OF SITE: 4,3108 ACRES ,,��// 43 �4 �\ / / ls�s'DIA.x / O 'oo GROUND PROPANE TANK FOR / 6'E.D.5D rT, v o � \�/ � - EMERGENCY GENERATOR `0 PRINCIPAL BUILDING OR STRUCTURE, MIN, YARDS (FEET): )( LU u- / o PROPOSED EMERGENCY \/ PROPOSED 11 x20 POOL // � [--�I Z 41 / ' CABANA (DRY) W/ POOL FENCE EXIST, FRAME SHED Nl GENERATOR ON CONC. SLAB,,_, \ /� � � REQ{( FRONT = 60 OUIRED: EXISTING PROPOSED: O 43.5 63,5 M�M (0 COVERED PORCH TO CODE TO BE DEMOLISHED / \ x SIDE =- 20,0' / 45.0' 80,1' 45,0' / / I (0 REAR - 15,0, 381.5' <75,0' • 0 HEIGHT= 35' / 2 STORY 2 STORY 2 STORY (28'-0") a' (Y (4 / PROPOSED $O PROPOSED 1,000 GALLON IN \ / �,x �� �.� 3 O I GROUND PROPANE TANK \ / / 62.6 ACCESSORY BUILDING OR STRUCTURE, MIN. YARDS (FEET): N NEW WELL. � FOR POOL REQUIRED: EXISTING PROPOSED: I // SIDE = 25,0' 52.5' / \ / POOL EQUIPMENT ON REAR = 25,0' 211,9' >25' _j / GONG, SLAB, lU / \ / / \ MAXIMUM ALLOWABLE HEIGHT FOR ACCESSORY STRUCTURE FOR A LOT ~ w $0,000 SY OR OVER IS 22' MAXIMUM HEIGHT � 1.5 x / \ ry / / / SURVEYED BY: ARCHITECT: \ SMITH, JUNCO i GILLIS PROFESSIONAL LAND SURVEYOR 120 MEDFORD AVENUE 'Cad \ ,� / / /�.� . \ PATCHOGUE, NY 11112 �G \ / / -/ \ 631-415-3192 VA o WELL AUGUST n, 2022150- FROM EXIST. ARIE4 � ADJACENT WELL CALCULATIONS: 9� 30826 LOT COVE RAG""G"" N � D BUT ANIEL A. BUTLER,, R.A. EXISTING PROPOSED ,>6 MAIN HOUSE H fQ FIRST FLOOR 1026 2c329 Q \ / , SECOND FLOOR 180 1462 0 FLOOR AREA TOTAL 1806 5084 ZO COVERED PORCH 218 630 \ / REAR DECK / PORCH 199 168 �'/' Z I W GARAGE616 (P LL 1U � �O 1� } FRAME SHED 01 246 ►-j z Z -D B x \ FRAME SHED 02 320 O ►"� _ O Q- \ \ \ ��d ,�0 40 ��,� FRAME SHED •3 I18 a a Q JU U O Q d \ , �"/ �� \J POOL HOUSE 340 N Ld POOL HOUSE PORCH w W W Z o N �/ 150 [--� N .Q Q O �4 � @ \ \ \ ' j O�Qy' POOL 800 O >' -1 o O N �4C L \ \ / / �pQ OJT TOTAL LL 2181 2586 5,693 Q Q 'V cmv O CROSS FLOOR ARE, CALCULATIONS 0- CO Z � ° 1) \ ' N Z ACRE SIZE 43,560 S,F, ap = , / TOTAL LOT SIZE 4.3108 ACRES Hi z / 187118.448 S.F. 80,000 101,118, 448 S.F, V f� f- S 280-201 95io(F) UP TO 2,59a LOT AREA IN � \\ 1,100 S.F.S.F, x 200,000 S,F. EXCESS OF S.F, PAGE:SItFLaN 2,694,4612 S,F, 2,694,4612 ALLOWABLE GFA 9,194.4612 S.F. ENTIRE LOT • 1510 O 30 60 120 \ / ��� SCO ' OF WORK: • �_ GRAPHIC SCALE I" = 30'-0., ` 0 ,00 I, DEMOLITION OF EXISTING DILAPIDATED DWELLING AND ACCESSORY STRUCTURES ♦ �` �' N 21 PROPOSED NEW DWELLING IN GROUND SWIMMING POOL AND DETACHED ACCESSORY, Fit" ' �" /' o �^ - 3. RELATED UTILITY WORK INCLUDING: NEW SANITARY SYSTEM, WATER, ELECTRIC AND GAS. { r - N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 03/24/2025 1 1 :24:17 AM co