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HomeMy WebLinkAbout51139-Z �oy�a°f 80�lyo�o Town of Southold * * P.O. Box 1179 c 53095 Main Rd iyoouxri { Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46061 Date: 03/26/2025 THIS CERTIFIES that the building GENERATOR Location of Property: 495 N Parish Dr Southold, NY 11971 SecBlock/Lot: 71.4-5 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/13/2024 Pursuant to which Building Permit No. 51139 and dated: 08/28/2024 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 generator as applied for. The certificate is issued to: North Parish Dr LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51139 9/18/2024 PLUMBERS CERTIFICATION: utho ' d S gnature �o4*10 Sao Tyo�c TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51139 Date: 08/28/2024 Permission is hereby granted to: North Parish Dr LLC 9 Deer Creek Ln Mount Kisco, NY To: Install a generator accessory to an existing single-family dwelling as applied for per manufacturers specification and per Trustees and DEC approvals. Premises Located at: 495 N Parish Dr., Southold Section\Block\Lot#71.4-5 Pursuant to application dated 08/13/2024 and approved by the Building Inspector. To expire'on 02/27/2026. Contractors: Required Inspections: Fees: ACCESSORY $125.00 CERTIFICATE OF OCCUPANCY $100.00 ELECTRIC -NEW CONSTRUCTION $100.00 Total $325.00 Building Inspector pF SOUI��I Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q � �o sean.devlin a�town.southold.ny.us Southold,NY 11971-0959 COUy,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: North Parish Dr LLC Address: 495 N Parish Dr city:Southold st: NY zip: 11971 Building Permit#: 51 139 section: 71 Block: 1 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Vail Electric License No: 49907ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Generator X INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch 200A UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 24kW Generac Generator w/200A Transfer Switch (only one panel backed by generator) Notes: Generator Inspector Signature: Date: September 18, 2024 S.Devlin-Cert Electrical Compliance Form Copy OP 50UTyolo �� 1 � LE � `�P l+� # # TOWN OF SOUTHOLD BUILDING D PT. �Ty�OUMV 631-765-1802 __ . N-SPECT1ON [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: DATE INSPECTOR OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSP.ECTI.O N' [ ] FOUNDATION 1ST/ REBAR [YROH PLBG. FOUNDATION 2ND [ ATION/CAULKING FRAMING/STRAPPING [ &0fV4kAr-ve/ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION. [ . ] .-ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ' [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: awl A,,) ww� �,� �V � �uD IN1. I•�IV>I ' ►., ex ���— f DATE INSPECTOR s 1'•�.of ` - ..+F•� t�. Z ' t-'�+ t y 0 .•. lot C ` .•y, �. `J \:G :` �r }l2 y\,� / L7t. sk 1 tt` " I 1t •l,#•°it ::l. 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'� �'� +r:*��` � ` _.>�i`c�':;rX a �}, ,J.�%{`/�• '( i ;ti. j~�.7°�v-:a' .- /'fir•" } rr _. � sir '.r•. ,.... T 'S 9 ."`ti,'. i fI`j�s, •�•�. rJ�. I ,t�� L /h".• r 1 - +'b.���"1��;• � /#.:,�p_r tip ��' ! �F ..i-t. r�-r _,� r. A• ;- •7' �/fl� k J tj 7i..Xt _ fir fIY, ii , '.7r�.' i {,r +a' ;��Y��'•�S�' SK. e ` ,.i.� ���,.rY I -`G.v}tr > �;, ol r F 75 7 i % / r f ?,yj�, 7 '•sf' �^ " ''` ~ 1�•I'f r'`;i 1 4. �` n� � ``� t. �, t I JkJ• i �/ y N (. �!�,��� ,,�� -� '• �' it i ,� ;� � � r� 2025 ,� .rJ � pm" iA "artmen �. t IS Utilold - LVX a Zj. �!' •:' .\� •�� 7\�"1' 4..�" Yam! �l / �'..� i,�i 1 ��►-< !�� �' a ., �/�/ ; w�, t'•a +tPAR FIELD INSPECTION REPORT DATE COMMENTS � ro W FOUNDATION (1ST) .� ------------------------------------ C FOUNDATION (2ND) � z 0 y 1 ROUGH FRAMING& PLUMBING R 1 r INSULATION PER N.Y. STATE ENERGY CODE 0 K k IYh FINAL ADDITIONAL COMMENTS d 0477 �® o Z rn � rn J � o z y x d r� ro y 14gofFfl(t_e TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownn.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I LJ PERMIT NO. 51 I 9Buildinglnspecton-J4Z _J AUG 1 3 2024 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUILDING DEPT. Owner's Authorization form(Page 2)shall be completed. TONVN )F SOUTH017-' Date: OWNER(S)OF PROPERTY: Name John and Lynn Scott (495 North Parish Drive LLC) SCTM# 1000-71 .-1-5 Project Address:495 North Parish Drive, Southold NY 11971 Phone#:Lynn (914)414-5247, John (914) 582-1373 Email:JScott@caremount.com, lynnsusanscott@gmail.com Mailing Address:North Parish Drive LLC, PO Box 204, Mt. Kisco, NY 10549 CONTACT PERSON: Name: Meryl Kramer Mailing Address: PO Box 1600 Southold, NY 11971 Phone#: 631-477-8736 Email: meryl@mkarchitect.com DESIGN PROFESSIONAL INFORMATION: Name: Meryl Kramer Architect Mailing Address: PO Box 1600,_50uth01d, NY 11971 Phone#: 631-477-8736 Email: meryl@mkarchitect.com CONTRACTOR INFORMATION: Name: Brian McGuiness Contracting Mailing Address:76 West Tiana Road, Hampton Bays, NY 11946 Phone#: (631) 430-5670 Email:brianmcg2001 @yahoo.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure `Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ®Other Generator $ 2 Million Will the lot be re-graded? —'Yes WNo Will excess fill be removed from premises? fYes 94No 1 PROPERTY INFORMATION Existing use of property: Single Family Residence Intended use of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to �R'4� —' V this property? ❑Yes 8 No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 235 of ii4'fown Code APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building tone Ordinance bf the Town .. Southold;Suffolk;County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions',alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on preniises,and in building(s)for,necessary inspections.False statements made herein are punis6ble as a Class A misdemeanor.pursuant to Section 210.45'of the New York State Penal Caw. Application Submitted BV-1. int name): Y I7Authorized Agent ❑Owner Signature of Applicant: Date: CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01 BU6185050 SS: (Qualified in Suffolk County �j COUNTY OF ) Commission Expires April 14,2�ai0 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. ))Sworn before me this `? day ofkL 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 M E R Y L K R A M E R a r c h i t e c t 2 6 0 H O R T O N S LAN E POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r r h i f e r t r o m LETTER OF AUTHORIZATION John and Lynn Scott 9 Deer Creek Lane Mt. Kisco, NY 10549 We hereby authorize MERYL KRAMER ARCHITECT to act as our agent in obtaining all permits required by the TOWN OF SOUTHOLD,SUFFOLK COUNTY AND NEW YORK STATE for the renovations and additions at 495 N. Parish Drive,Southold, NY 11971(SCTM 1000-71:1- 5). 6�ner Date , - e6 l � Zv Owner Date 1 . i BOARD OF SOUTHOLD TOWN TRUSTEES i SOUTHOLD,NEW YORK PERMIT NO.10124 DATE: APRIL 13,2022 ISSUED TO: JOHN&LYNN SCOTT I PROPERTY ADDRESS: 495 NORTH PARISH DRIVE,SOUTHOLD SCTM#: 1000-71-1-5 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 13,2022,and in consideration of application fee in the sum of$250,00 paid by John&Lynn Scott and subject to the Terns and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to partially reconstruct, alter,and renovate existing 1 &2 story dwelling and appurtenances as follows(project meets Town Code definition of demolition):partially reconstruct,in-place(i.e.,provide new roof and partially reconstruct existing walls over existing deck/foundation, to remain), approximately 848sq.ft. one-story portion of dwelling and 1,081sq.fk two-story portion of dwelling; remove 56sq.ft portion of dwelling; construct 439sq.ft waterside porch(within existing footprint of 514sq.ft.porch),with 5.51x6.6'steps;construct onto one-story portion of dwelling a 16sq.ft one-story addition,22sq.ft.one-story addition,and 283sq.ft.deck addition with 710' hot tub,and 3.2'x4.1' steps; construct onto two-story portion of.dwelling a 37sq.ft. covered porch entry and a 128sq.ft.1 &2.story addition in place of existing second floor.enclosure/overhang and roofed-over patio;relocated basement entrance and construct 30sq.ft stoop and 5.414.4'steps; remove garage overhang,renovate garage and Install 104sq.ft.stone'apron In place of concrete apron; Install 336sq.ft. pervious gravel patio, 222sq.ft pervious patio,86sq.ft masonry patio,41x8'outdoor shower over stone pavers,various stepping stones,and concrete HVA'C pad; place and grade approximately 50 cubic yards clean fill to raise grade up to one(1) foot, on waterside of dwelling; Install 142 linear feet of masonry retaining wall (max. 3' high), along westerly property line; remove existing trellis,timber retaining walls,and steps,install 30 linear feet of masonry retaining wall(max.1.5'high),and place approximately 110 cubic yards clear fill to raise grade up to 2.51, on landward side of dwelling; remove driveway and install new pervious gravel driveway with 396sgJL parking areas;remove existing conventional septic system and install new 1/A sanitary system, install stormwater drainage system, abandon drinking water well; remove overhead electric service, replace buried LP tank and generator,and install public water service, buried electrical service,and closed loop geothermal filed;remove and replace in place 41x6'wood landing and 41x6'wood steps to beach;and to establish and maintain area seaward of dwelling as a non-turf buffer area;and as depicted on •-the.site•plan-prepared-by-Barrett;Bonacci-&Van Weele,-PC-last-dated-March-24;2022•and-stamped-approved-on- April 13,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 13th day of April,2022. 4-C o�g1��F0��c %11 �L� � Glenn Goldsmith,President so Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 Eric Sepenoski8 Southold, New York 11971 Liz Gillooly CA Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES 3 1 2025 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2170 Q Date: August 28, 2024 THIS CERTIFIES that the partial reconstruction, alteration,and.renovation of existing I &2 story dwelling and appurtenances as follows(project meets Town Code definition of demolition): partial reconstruction, in-place(i.e., new roof and partial reconstruction of existing walls over existing deck/foundation,to remain),approximately 848sq.ft. one-story portion of dwelling and 1,08 1 sq.ft. story portion of dwelling; removal of 56sq.ft portion of dwelling-,construction of 439sg.ft.waterside porch(within existing footprint of 514sq.ft.porch),with 5.5'x6.6'steps;construction onto one-story portion of dwelling a 16sq.ft.one-story addition,22sq.ft. one-story addition,and 283sq.ft deck addition with TxT hot tub and 3.2'x4.V steps;construction onto two-story portion of dwelling a 3 7sq.ft.covered porch entry and a 128sq.ft. I &2 story addition in place of existing second floor enclosure/overhang and roofed-over patio,relocation of basement entrance and construction of 3 Qsq.ft.stoop and 5.4'x8.4'steps; removal of garage overhang, renovation of garage and installation of 104sq.ft. stone apron in place of concrete gpron,• installation of 336sq.ft. pervious gravel patio,222sq.ft.pervious patio, 86sq.ft.masonry patio,4'x8'outdoor shower over stone pavers,various stepping stones, and concrete HVAQ pad; placement and grading of approximately 50 cubic yards clean fill to raise grade up to one(1)foot,on waterside of dwelling- installation of 142 linear feet of masonry retaining wall(max. 3'high),along westerly property line,• removal of existing trellis,timber retaining walls,and steps, installation of 30 linear feet of masonry retaining wall(max lf high),and placement of approximately 110 cubic yards clear fill to raise grade up to 2.5', on landward side of dwelling-, removal of driveway and installation of new pervious gravel driveway with 396sq.ft. parking areas,removal of existing conventional septic system and installation of new I/A sanitary system,installation of stormwater drainage system,I abandonment of drinking water well,•removal of overhead electric service,replacement of buried LP tank - enerator,and,installation of public water service,buried electrical service,and closed loop geothermal file—d•—,removal and replacement in place of 4'x6'wood landing and Tx6wood steps to beach; and establishment and perpetual maintenance of area seaward of dwelling as a non-turf buffer area, At 495 North Parish Drive,Southold Suffolk County Tax Map#1000-7 1-1-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 1,2022 pursuant to which Trustees Wetland Permit#10 124 Dated April 13,2022,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the partial reconstruction, alteration,an renovation of existing 1 &2 story dwelling and appurtenances as follows(project meets Town Code f definition of demolition):partial reconstruction in-place(i.e.,new roof and partial reconstruction of existing walls over existing deck/foundation to remain),approximate( 8y 48sq.ft.one-story portion of dwelling and 1,081 sq.ft.two-story portion of dwelling; removal of 56sq.ft.portion of dwelling; construction of 439ss .ft.waterside porch(within existing footprint of 514sq.ft.porch),with 5.5'x6.6' steps;construction onto one-story portion of dwelling a 16sg.ft.one-story addition,22sq.ft.one-story addition,and 283sq_ft. deck addition with TxT hot tub and 3.2'x4.1'steps, construction onto two-story portion of dwelling a 37sq.ft.covered porch entry and a 128sq.ft. 1 &2 story addition in place of existing second floor enclosure/overhang and roofed-over patio;relocation of basement entrance and construction of 30sq.ft. stoop and 5.4MA'steps; removal of garage overhang,renovation of garage and installation of 104sq.ft.stone apron in place of concrete apron,• installation of 336sq.ft.pervious gravel patio,222sq.ft. pervious patio, 86sq.ft.masonry patio 4'x8'outdoor shower over stone pavers,various stepping stones, and concrete HVAC pad; pIacement and grading of approximately 50 cubic yards clean fill to raise grade up to one(1)foot,on waterside of dwelling,• installation of 142 linear feet of masonry retaining wall (max.Thigh),along westerly_propegy line;removal of existing trellis,timber retaining walls,and step installation of 30 linear feet of masonry retaining,_wall(max. 1.T high),and placement of approximately 110 cubic yards clear fill to raise grade up to 2.5',on landward side of dwelling,removal of driveway and installation of new pervious gravel driveway with 396sq.ft.parking areas; removal of existing, conventional septic system and installation of new I/A sanitary system, installation of stormwater drainage system, abandonment of drinking water well,•removal of overhead electric service, replacement of buried LP tank and generator,and installation of public water service,buried electrical service,and closed loop geothermal filed; removal and replacement in place of 4'x6'wood landing and 4'x6 wood steps to beach,and establishment and perpetual maintenance of area seaward of dwelling as a non-turf buffer area. The certificate is issued to NORTH PARISH DRIVE LLC owners of the aforesaid property. Authorized Signature NEW YORKSTATE DEPARTMENT OF'-Zt4VMON-MtNT;AL.-CO190tRVATICiM Fadflty DEC ID 1-14731140390 PER-MIT Under the E-11vir6nmontAl Con*sqvAtiqu.La:W (ECQ Permiftee and.Fatifity Information Permit Issifed To: Fcilifyz NORTHPARI$RD. R1VFMLQ 'NORT14 PARISH DRIVE LIC PROPERTY."' PE)BOX 204. 495 N PARISH DRII000-71-1-5 MOUNT KISCO,NY 10545-0204 SOUTHOLD,NY 11971 (914)..582-1373 Fg!cilit yApplication Contact: E-m-c ONSULT'ANtS 8,19 N SEA RD. SOUTHAMPTON,NY.119.68 Focility Location: in 9OUTUOLD InSUFFOLY,COUNTY FaeilityPriticip;klReferieiie&Point: '-NYTM­E 717.559 NYTM7N: 45.47,697 Latitude. 41Q03'.05.2" Longitude! 72112441-A" Project Location: A adexittoPeconf Bay. aj G.. Authorized Activity: Renovdfe/parbally-redobstruct arid-c6nstftiorAdditions to th6 e.:kjsung'two4ory single. ks.Abandon the existii�$.-sgfnitary..a.fAmUy dwelling and garage.Replace.and install patios and dee system and install a ftW I/A OWL'S.Rewnfigure-and expand the existing pervious driyeway-aAd parking.areas and place.clean fill.*Instdl1 retaining-walls,stepping stones,a 616sed lboggothdr-mal jgystqm'(n6 pumpir!g Q-f groundwater), and 91fier ancilla4y structures.,Alf work shall be done in Atcbrdafice with the plaus by Baftett.Bonaecri&Van Wdele;.PC-last revised 511612022,and ttiirpped RYMEC.Approycd,on 6/29/2022. 1 Perinft Authorizations Tidal Wetlands:Under Article.-2$ Permit ID 1-473.8-00390/000G5 New Pimit. :Effective Date: 61:20a622 Expiration Date; 6129/202.7 -Page 1 6f 6 on 9 - 1&1�9 BUILDING DEPARTMENT- Electrical Inspector -mod` Off '•: TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 '$ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(c�southoldtownnkgov - seand(aD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN.INFORMATION (All Information Required) Date: Company Name: Vat I Uecln 1 Electrician's Name: S ,5s License No.: y�q�� Elec. email: j �'j n0 cann Elec. Phone No: I' �� 4 -7 LEI request an email copy of Certificate of Compliance Elec. Address.: 90 k i G- JOB SITE INFORMATION (All Information Required) Name: -� Address: Liq i(4) Z)v Cross Street: W Phone No.: Bldg.Permit#: 151 I39 email: Tax Map District: 1000. Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE 'RE FOOTAGE (PI ase Print Clearly): V Square Footage. Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals LIL2 H Frame 0 Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �0;►� W PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt'Gen. Carbon Micro GrbDis Water Bond Lights. Heat Pucks ERV HOT TUB'/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments DRAINAGE CALCULATIONS LEGEND EXISTING PROPOSED TO BE REMOVED PER TOWN OF SOUTHOLD REQUIREMENTS, STORAGE PROVIDED FOR A 2" RAINFALL PROPERTY LINE -- CONCRETE GALLEYSE 32 CF OF STORAGE PER OF PECONI C WALL = _ _ _ _ _ TRIBUTARY AREA 1 BAY ROOF (NW PORTION) - 699 SF x 1.00 x 2/12 FT = 117 CF BUILDING ROOF (SE PORTION) - 751 SF x 1.00 x 2/12 FT = 125 CF WOOD DECKS - 334 SF x 0.60 x 2/12 FT = 33 CF OVERHEAD WIRES - - -OH- PA 770 - 168 SF x 1.00 x 2/12 FT = 28 CF SITE STEPS - 165 SF x 1.00 x 2/12 FT = 28 CF �54. Z EELECTRIC LINE -E E- ���343 h CA l O 6 A WATER MAIN W �F jc STORAGE PROVIDED.• -A WATER SERVICE Ms I •` :ytiw Y ETV-COA/S TANTS ON 8A 677DAL WETLANDS Y 2 AS 020D EQUALSEMHW 331 CF/32 CF/VF = 10.4 Of BY � NORTy pAR/SN PROVIDE (4)-3' HIGH GALLEYS (384 CF) < Oh'l VE UTILITY POLE `� � �, � m EX/STING 64' IROW STEPS AND 64' MOD LANDING TRIBUTARY AREA 2 1 SPOT ELEVA 77ON +95.43 *94.50 � �. ROOF NE PORTION - 636 SF x 1.00 x 2 12 FT = 106 CF :o 70 BE REMOVED AND REPLACED (IN-PLACE) ( ) / s 9�'"'- TO S7' ��3 + PA 770 - 254 SF x 1.00 x 2/12 FT = 42 CF O O CONTOURS /' E OF B�K ON gRMO PROPOSED GRADE LEVEL STEPS - 184 SF x 1.00 x 2/12 FT = J1 CF p� SOIL BORING ° OF B£gCH ^� UR STEPPING STONES (TYR) 179 C 7 , O ° - 1 AREA SEAWARD OF PROPOSED GRAVEL STORAGE PROVIDED: SEE Tl4/BUTARY AREA 1 o O° ° O= GRASS PAVERS r PROPOSED (4) CONCRETE-LEACHING GALLEYS U o v mry w� PA n0 70 REMAIN AS NON-DISTURBANCE' RIM. 8.0 8 \n o ��0 BUFFER (NO EXISTING VFGETA 77ON TO BE 179 CF/32 CF/VF = 5.6 VF O� 7.5 SF PORTION OF EXISTING I �O n° °OU Q ��Q 3 REMOVED.) PROVIDE (2)-3' HIGH GALLEYS (192 CF) CONSTRUCTION NOTES EXISTING 3 SCREENED PORCH 70 BE REMOVED 00b °O ° 7IBUTARY AREA 3 1. ALL MA7FR/ALS AND METHODS OF THE CONS7RUC770N SHALL 20�rL. PLACE APPROX. 50 CY FILL 70 RAISE CONFORM TO THE STANDARDS AND SPECIFICA 17ONS OF 7HE I'` I p GRADE A MAX.PROPOSED 336 SF OF 1 FOOT. ROOF (SW PORTION) - 1,076 SF x 1.00 x 2/12 FT= 179 CF TOWN OF SOUTHOLD AND ANY OTHER AGENCIES AS 0 O h OUTDOOR SHOWER - 32 SF x 1.00 x 2/12 FT = 5 CF KEY MAP P APPL/CABLE. NEW 6=8"x5-5" 9VOD STEPS EXTEND TO PORCH/ WALL BW 6.0 OF O 4 GRADE LEVEL PER GRAVEL PA n0 70 DRI VEWA Y - 1,411 SF x 1.00 x 2/12 FT= 235 CF ' Nk STONE APRON - 104 SF x 1.DO x 2 12 FT = 17 OF SCALE 1" = 200' 2. ANY DAMAGE TO 7HE PUBLIC RIGHT OF WAY OR NEIGHBORING1%4 s ° BE C f''BRICK FA 70 PLACE OF EXISTING / � " " ew�o MIN. Q 670 SF BRICK PATIO TO BE RE%/O IED STEPS & PA VFRS - 272 SF x 1.00 x 2/12 FT = 45 CF SITE DATA PROPERTIES AS A RESULT OF CONS 7RUC77ON ACTIVITIES I NEW 4-2 x3-3 W00D STEPS 481 F SHALL BE IMMED/A 1FL Y REPAIRED A T THE I \ A SEE TRIBUTARY AREA 2 C0N7RACT0RS/INSTALLER EXPENSE TO THE SATISFACTION OF EXISTING BRICK PATIO 70 BE REMOVED 8. ;'nr�^ Leo O PROPOSED (2) CONCRETE LEACHING GALLEYS OWNER/APPLICANT................................. ✓OHN SCOTT THE TOWN ENGINEER w 6 , RIM: 7.9 STORAGE PROVIDED: �.r-� <�.0 9 DEER CREEK LANE ews.o 6 P rc r ra MT. KISCO NY 10549 J. DURING CONS7RUC77ON, THE CONTTACT04 /S RESPONSIBLE TO PROPOSED 334 SF HVIOD DECK ADDITION 37.5 SF PORTION OF EXISTING 481 CF/32 CF/VF = 15 VF ' PROVIDE SITE SECURITY BY MEANS OF TEMPORARY FENCING, >" �s.° 1 SCREENED PORCH 10 BE RE7i/OVED PROVIDE (4)-4 HIGH GALLEYS (512 CF) SITE ADDRESS ........................................ 495 NOR1N PARISH DRIVE LOCKS, ETC. TO A b'0/D 7RESPASS/NG DURING HOURS WHEN Saw 50 , � � P. / "'/�C'-�� � O WORK IS NOT TAKING PLACE. i I 15. "�"� •s�ipy'9�sT 1"` TRIBUTARY AREA 4 � � N � 5' 'f'E`� SOU7HOLD,NY 11971 S ,� M/ 20 �F DRI VEWA Y - 1387 SF x 1.00 x 2/12 FT - 231 CF LOT AREA 29 330 SF (0.67 AC 4. PROJECT DEMOLITION INCLUDING REMOVA! OF EXISTING O I PROPOSED 22 SF 1 STORY ADD11ON ?S k v 140 17 7, �J - ( • ) FACIE/TIES, DRAINA[:E SYSTEMS, RETAINING WALLS AND OTHER 0 m s',*lv >- NEW 8--5wW-5" WOOD STEPS EXTEND 7i0 PORCH WALL STORAGE PRO WPM USE ......................................................... SINGLE FAMIL Y RESIDENCE S77RUC7URES, IS TO BE PERFORMED IN CONFORMANCE WITH PROPOSED 28 SF BILCO DOORS w �SQ`'q, ' THE REGULATIONS OF 7HE TOWN OF EAST HAMPTON AND ALL gRFq go• c ' sr sD 'r o I O PROPOSED 30 SF RAISED W00D S700P /N PLACE' OF BXCO OTHER APPROPRIATE AGENCIES. THE CON7RACTOR IS / '4,pF EXISTING CHIMNEY TO REMAIN RF sA,NL 10 8 0 I 8 DOOR 231 CF/32 CF/VF = 7.2 VF ZONING .................................................... R-40 RESPONSIBLE FOR OBTAINING ALL PERMITS FOR DEMOLITION I qs O op*a PROVIDE (4)-2 HIGH GALLEYS (256 CF) AND DISPOSAL OF EXISTING STRUCTURES AND MA7FR/ALS I I PROPOSED AC EIJUlPME7VT PAD AT GRADE RF ��11 Aocy1, I PROPOSL�D 86 SF AT GRADE MASI>l1/RY PATIO GROUNDWATER MANAGEMENT ZONE........ IV 5• AT NO 77ME SHALL DEBRIS BE BURIED ON THE SITE. ALL I PROPOSED 128 SF 1 & 2 S70RY ADD/nON BW"Ro� �snNo �HpgF,�SVC <ly``�VReF I I R,M fps NOTES UNSUITABLE MA7FRjAL AND DEBRIS SHALL BE DISPOSED OF /N PLACE OF EX/Sr. 2ND FLOOR OVERHANG & �ay,�, 1#? noyynNo W °� O� IN ACCORDANCE W11H TOWN, COUNTY, STA7F AND FEDERAL W o s >b of GCS PROPOSED 16 SF 1 STORY ADDITION ROOFED OVER PATIO 70 BE REMOVED N�, AREA 3 t '3• �:,����' �v�Y ,� Rc��i e R 6 I 1. THIS PLAN REFERENCES A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LAWS, CODES AND ORDINANCES. PROPOSED AT GRADE STEPPING Q"� �'o 4D, '�N) L KENNETH M WOYCHUK LAND SUROFKNG, PLLC, LAST DAIE'D APRIL 1, 2021. S70NE (TYR) R/M tr�5 J ?a 4 R 19•0' 56 SF PORTION OF EXISTING DWELUNG 70 BE REMOVED 6. WHERE FILL MA7FRIAL IS REQUIRED, IT SHALL CONSIST OF 1p0' S it ?i• 'fir 1b '�� 2. REFER TO BUILDING PLANS AND PLOT PLANS BY MERYL KRAMER ARCHITECT LAST CRUSHED STONE OR BANK RUN SAND AND GRA VFL FREE I I �BgCK� �,° �%c� ° O PORTION OF EX/STING HOUSE W17H/N S/DE YARD REVISED MARCH 18, 2021, FOR ADD177ONAL BUILDING JNFORMA 770N. FROM ORGANIC OR OTHER UNSUITABLE MATERIALS. 771E I SAN C:O. q "4-4s�4p�'s�bsnN ENGINEER RESERVES THE RIGHT TO REJECT ANY UNSUITABLE RIM t8.5 n it �ss•'Qq, no+ccs'+cc7y'o71° PROPOSED UNDERGROUND PROPANE TANK EXISTING LOT COVERAGE J. LOCATION, CONNECTION AND SPEC/F/CAnONS OF GEOTHERMAL WELLS BASED ON A MA1FR/AL BROUGHT" ON Sl1F FOR USE AS FILL. OUTLET/NV. f6.5 00 it h tiN� �ngyo,�p ry 6 (APPROX. 1000 GAL.)(40"r�x16) PLAN PROVIDED BY MILLER ENI9RONMENTAL GROUP INC. ON SEP7EMBER 13, 2021. (CONTRACTOR 70 TER/FY N 8.0 6 Sb �1 �' 1 ', Cb CALCULATIONS PROVIDED BY MERYL KRAMER ARCHITECT. 7. PLACE TRENCH BEDDING AND BACKFILL MATERIALS IN LAYERS EXISTING INVERT) ` 1I �' i "ro s Nc s 3' 1/ NOT EXCEEDING 12" IN THICKNESS WHEN USING HEAVY I t ) ry�t' 6F�Y`,28 EXISTING GRAVEL DRIVEWAY TO BE REMOVED 4. SITE IS LOCATED WITHIN FEMA fLOOD ZONE X AS SHOWN ON fE-MA MAP • i �X R s`,�i LOT COVERAGE (TOWN OF SOUTHOLD BUILDABLE LAND) J610JC0166H EFF. SEP7EMMBER 25 2009. COMPACTION EQUlPIl7ENT OR 6 WHEN USING HAND OPERATED I I AREA BETWEEN PROPOSED RETAINING WALL 3 R ' o QV " AND WES7ERLY PROPERTY LINE 7O BE �I 4O��o ''FRy°�qq� �; b PROPOSED 4=0"x 8=0" OUTDOOR SHOWER W/ BASED ON AREA LANDWARD OF LIMIT OF BEACH (26,222 SF) EQUIPMENT. COMPACTION SHALL BE 95Z MOD/FJED PROCTOR I LANDSCAPED/pLAN7ED W17H VEGETATION jW �. ,y'''yc / f 10. R ... S770NE PA IERS A r GRADE (PROVIDE 55 GAL. DRUM 5. EXIS77NG U77LJTIES AS PER PRECISION MARKOUTS, INC DA T ED ✓UL Y 11, 2020, DENSITY. (NATIVE PLANANGS ONLY WITHIN 75'OF MHW) BW*5.0 II oo�'IN �1• AREA 4 0 1►5 ry`v / a {{�`C I STORAGE UNDER SHOWER) DWELLING: 11 985 SF EXISTING 5 BEDROOM SANITARY SY57EY TO BE E I / ? PROPOSED 222 Sr ADS 7UFFTRACK PERMEABLE GRASS SCREENED PORCH: 514 SF 6. ALL ROOF LEADERS TO BE CONNECTED TO S17F DRAINAGE SYSTEM. SEE 8. THE CONTRACTOR OR INSTALLER IS RESPONSIBLE FOR WE � � ?��s✓ � � � `�' � GARAGE W 2ND FLOOR OVERHANG,• 600 SF ARCH/7LrCTURAL PLANS FOR ROOF DOWNSPOUT LOCATIONS. REMOVAL OF ABANDONED U7XITY SERVICE CONNECTIONS AND ABANDONED TO SCDHS STANDARDS II 8.5t PAVER PATIO, 18=6"x12--0" / THE COORD/NA110N OF THE /NSTALLA710N OF NEW SERVICE I I NEW GOVERA70R 70 REPLACE EXISTING TOTAL EXIS77NG COVERAGE. 3099 SF OR 11.8% 7. PIPE MATERIALS SHALL BE AS SPECIFIED BELOW, UNLESS OTHERWISE NOTED --L CONNECTIONS, AND SHALL COORDINA 1F AND INSTALL ALL �'- ^ •P' WORK WITH THE AP,PROPR/ATE U77LITY COMPANY. ON THE PLAN: -- I PROPOSED /A OW75 CONTROL PANEL �i y p �� yI R� l PROPOSED 37 SF COVERED PORCH G D DJ CE REA ROOF DRAIN PIPE - 4" DIA. DR-18 0 1%MIN.LOT COVERAGE (NYS EC A A NT A � Y. 7HE CONTRACTOR OR INSTALLER IS D/REC7FD TO VERIFY THE d' i "` 9 1i / I EX/STING OVERHEAD ELECTRICAL LINES' TO BE BURIED, BASED ON IMPERVIOUS SURFACE AREA LANDWARD OF MHW (2' MIN. COVER) (I' MIN. COVER IN LANDSCAPE AREAS) LOCA77ON OF ALL 1177LI77ES PR/OR TO BEGINNING WORK, AND q 1 29330 SF f9.2 POLE TO BE REM10lE0. ( • ) 70 TAKE MEASURES' AS NECESSARY TO PR07E'CT ALL MI IV U77LI77ES INTENDED TO REMAIN /N PLACE RELOCA77ON WILL TRIBUTARY MAP EXISTING TIMBER RETAINING WALLS TO BE RE>L/OVED J M 117 l W (CON7RACT0R TO COORDINATE WI1N LOCAL UTILITY DWELLING.• 1,985 SF BE COORD/NA7FD SY THE CONTRACTOR 0 TH THE SCALE.- 1" = 60' 2+ wr I MIN. COMPANY) SCREENED PORCH.- 514 SF APPROPR/A7F UTILITY OWNER. EXISTING TIMBER STEPS & TRELLIS TO BE REMOVED `" HOLE I I V PROPOSED AT GRADE STEPPING STONE GARAGE W/2ND FLOOR OVERHANG.• 600 SF PRECAST CONCRETE STRUCTURE NOTES: 10. 7HE CONTRACTOR OR,INSTALLER IS RESPONSIBLE TO SECURE CO - /N, I 4i v WOOD WALKWA YS.• 387 SF e ALL NECESSARY PERMITS PRIOR TO COMMENCING WORK. � PROPOSED HYDRO-AC77�V FIBERGLASS AN500 Wf50 � 5O EXP., . i • - - r • � � /. . TIMBER S1FPS.• 90 SF 1. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT S7FEL WI7H HELICAL PILES (5 BEDROOM CAPACITY) h I I BRICK PATIO.• 670 SF REINFORCEMENT FOR 7E-MPERA7Z/RE AND SHRINKAGE, TRANSPORT, AND RIM EL.f8.2 I L GA �' BILCO DOOR. 25 SF TO ALLOW THE STRUCTURE TO 11P/THSTAND AASHTO H-20 LOADING AT CUT/FILL ANALYSIS PROPOSED ORENCO PUMP AND BASIN N I PROPOSED STONE STOOP & STEPS GARAGE APRON•• 104 SF THE COVER CONDITIONS SHOWN ON THE PLANS. BASED ON THE EXISTING TOPOGRAPHIC INFORMATION PROVIDED "BY 07HERS" IN EXCAVATION INSPECTION REQUIRED (SEE CALCULATIONS AND DETAIL) '� II ' ROOF OVERHANG AT GARAGE 70 BE REMOVED TOTAL EXISTING COVERAGE. 4,369 SF OR 14.9% 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST CONCRETE COMPARISON TO THE PROPOSED GRADING AND DRAINAGE PLAN PREPARED, BW 60 ¢" I NEW 104 SF STONE APRON 70 REPLACE CONCRETE. TI STRUCTURES SHALL INCLUDE MANUFACTURER'S CST FICATION THAT THE APPROXIMATE NET CUT/FILL IS 3fO CUBIC YARDS CLEAN SANDY FILL TO BE FOR SANITARY SYSTEM P PROPOSED LOT COVERAGE THE STRUCTURES ARE DESIGNED TO Wl771STAND THE LOADS N07ED 7RUCKED IN FROM AN APPROVED UPLAND SOURCE." I I EXISTING BURIED LP TANK TO BE REMOVED ABOVE BY HEALTH DEPARTMENT 7 � CALCULATIONS PROVIDED BY MERY[ KRAMER ARCHITECT. PROPOSED MASONRY RETA/N/NG WALL I , LEACHING GALLEY DATA APPROXIMATE 142 LF, MAX. JFT HEIGHT Lu 0 PROPOSED /NRL7RATOR OU/C:K4 STANDARD CHAMBER ALL PRECAST S7UC7URES SHALL BE MANUFAC7URED WITH 4000 PS/ 6 0 INSTALL (3) ROWS 2.83' WIDE X f24LF (72LF TOTAL, LOT COVERAGE (TOWN OF SOU7NOL.D BUILDABLE LAND) /28 DAY STRENGTH CONCRETE. �' / • NOT INCLUDING END CAP). INSTALL DISTAL HEAD 70 BASED ON AREA LANDWARD OF LIA1177 OF BEACH (26,222 SF) INTERNAL DRAIN WALL INTERNAL VOLUME APPROX. DRAIN OPENINGS WEIGHT SEE 7R/BUTARY AREA 3 5 BE INSTALLED AT END OF EACH ROW. SEE 3HEFT 2• WALL HGT. AREA (SF) CF GAL. TOTAL SIZE ANGLE (Lb.) PROPOSED (4) CONCRETE LEACHING GALLEY 1 6 I I I DWELLING.- 2,095 SF 1'-0" 17,.0 32 239 12 3 4" X 6" 14 DEG. 4,150 RIM. 9.5 I EXISTING UTILITY POLE 70 BE REMOVED SCREENED PORCH.- 439 SF GRAPHIC SCALE ew 5o W (l:ON1RAC10R >0 COORDINATE Wl1N LOCAL GARAGE. 528 SF V-6" 25.5 48 359 16 3/4" X 6" 14 DEG. 4,730 I I UTILITY COMPANY. „ " 5.5 I ) COVERED ENTRY PORCH: 37 SF 20 0 10 20 40 eo 2-0 34.0 64 479 20 3 4 X 6" 14 DEG. 5,325 Viater lines must be insp2cted by the NSF Bw 40 �� + I I 1 / UNCOVERED WOOD DECK. 332 SF 2'-6" 42.5 80 598 26 3 4" X 6" 14 DEG. 5,905 M. BENIC1171 3'-0" 51.0 96 718 34 3 4" X 6" 14 DEG. 6,485 Suffolk County De t. of Her lth Services. 3 I ZONE 59.5 112 838 40 3 4" X 6" 14 DEG. 7,065 PROPOSED FILL THIS AREA. 7 O•2% CHANCE ANNUAL FL.0 TOTAL PROPOSED COVERAGE- 3,431 SF OR 13.1% S-6" Call 631 $52-5754 48 hours in r' EXISTING W000 STEPS TO BE REMOVED Fl.pOD ZONE N.THEODOSOPOULOS SET 4'-0' 68.0 128 957 48 3/4" X 6" 14 DEG. 7,675 ` ' PLACE A RARE 110 CY 10 I I 1 o W LOT COVERAGE (NYSDEC ADJACENT AREA) 1 inch = 20' ft. rd'vance, to schedule intpection(s). AREA BETWEEN PROPOSED RETA/N/NG WALL ew 4.o RA/SE GRADE A MAX OF �// , AND WES7ERLY PROPERTY LINE 70 BE I I BASED ON IMPERVIOUS SURFACE AREA LANDWARD OF MHW (29,330 SF) LANDSCAPED/PLANTED WITH VEGETATION 3' 4 2.5 FEET i �o SEE 7R/BUTARY AREA 4 GRADE EL = *6.8 ((A77W PLAIV77NGS ONLY INTH/N 75'OF MHW) / � W / PROPOSED (4) CONCRETE LEACHING GALLEYS DWELLING- 2,095 SF 5/16 2022 AS REVISION Design Professional's Certification Required. 5 i k / /�R/M. 6.5 SCREENED PORCH: 439 SF PIPE XNOCKOUT PROPOSED MASONRY RETAINING WALL �� GARAGE: 528 SF 510312022 AS COVERAGE CAL CS �Z(LACY S/D£) Submit P.E.or R.A.Certification For APPROXIMATE 30 LF, MAX. 1.5FT HEIGHT I COVERED ENTRY PORCH: 37 SF The Installation and Construction of the Sewage Disposal System ew 0 6 , � 3/24/2022 AS SHIFT WEST RETAINING WALL 2; 7R/BUTARY AREA 1 70P EL 5.8 R � Use Form WWM-073 5. � W PROPOSED GRAVEL DRI VEWAY UNCOVERED WOOD DECK 332 UNCOlEREO WOOD STEPS' 96.5 SF SF 3/7/2022 MJW GEN. DESIGN REWS/ONS/NYSDEC COMMENTS' 96. _ _ ____ - - - GARAGE APRON.• 104 SF 211512022 MJW ADD SILT FENCE/1000 GAL. PROPANE TANK -- - - -- - BOUNDARY EX/STING OVERHEAD WIRES 70 BE REMOVED BILCO DOOR: 28 SF rIER RESO RCS i �' PROPOSED UNDERGROUND ELEC. SERVICE ON-GRADE PA TIO & STEPPING STONES 402 SF 112612022 MJW REVISE PER SCDHS COMMENTS DA TFD 111912022 ® ® `/ 7M N CO�° SEE ATTACHMENTS) '� COASTAV-� „ $® ® ® I N '� (CONTRACTOR 10 COORD/NA7E' WI7N LOCAL OUTDOOR SHOWER W/STONE PAVERS 32 SF 1 212 912 0 2 1 MJW REVISE PER SCDHS COMMENTS' DATED 111112021 1 _ UTILITY COMPANY.) Date By Revision BOTTOM EL = 3.3 166 ;, t TOTAL PROPOSED COVERAGE' 4,0935 SF OR 14.0% f0' 2 � o� � EX/STING WELL 70BE ABANDONED Designed by: LZ MJW Drafted by: LZ MJW I Checked by: MM 1� 6"14 / N ryp DUMMY CUP, 7YP. I i PROPOSED 396SF "NOS 7VFFTRAff0 PERVIOUS Barrett GROUNDWA TER EL. a 1.3 LEACH/NG H", TYR 2� 422.0 MOH. 9.2 ON. � I , GRASS PA MEW PARKING AREA. .., - I LEACHING GALLEY SECTION - - - - - - - N 75"5 0"W 100.00 PROPOSED GE07HERMAL LOOP FIELD - 5 70NS Bonacci N T.S. , 75OLF OF BORING - 3 CLOSED LOOPS 707AL SOIL BORING SOIL BORING f. U.P. NOTE. THIS IS A GENERIC DETAIL OF THE MINIMUM SEPARATION TO GROUND WA7ER. PROPOSED PRO✓E"CT-UM/nNG �' l � (LOCATION AND SPEC/f7CATIONS PROVIDED BY N.T.S. GENERAL NOTES: REF ROTOGDRAINAGE CALCULATIONS FOR AC1UA�DEPTH OF LEACH/NG GALLEY FOR FENCING/LIMIT OF SITE'D/S7URSANCE MILLER ENWRC7NYfN7AL GROUP) EL 8.0 Van Weele, PC EDGE OF PAV 1. WATER LEVEL SHOWN EACH TRIBUTARY AREA. APPROX. LOCATION OF EXISTIN WATER MAIN lS 7HAT MEASURED w W W W W W PROPOSED WATER SERVICE TO CONNECT MIXED SAND OL oA INE DATE Engineers Surveyors e Planners X*MIN. TO RESIDENCE EXISTING HA TER SERVICE AND LOAM INDICATED AND MAY now FMCE Posy NORTH PARISH DRIVE 70 BE REMOVED. (CONTRACT TO 175A Commerce Drive Hauppauge, NY 11788 I I FENCE 70 BE A/VdMD EL 5.0 3 NOT BE RETLEcnVE rOW�SLOPE� COORD/NA 1E' WA TER S£R NC.E TAP W17N OF DA Y SEASONAL DRAINAGE plANNELS LOCAL WATER DISTRICT) FINE BROWN T 631.435.1111 F 631.435.1022 FINE SAND SP VARIATIONS /N THE www.bbvpc.com DRAINAGE MU A I 7R7 GROUNDWATER LEVEL.I EL 1.0 7' BOMIOFVEH NlRE FENCE(14-1/`I AR 2. THE BORING RESYJL TS LJSIANNEZ SLLPE GA, 6'AV' mEw am. REPRESENT Tax Map No.. DISTRICT 1000 SECTION 71 BLOCK 1 LOT 5 (�=770V) N07ES SUBSURFACE WATER IN CONDITIONS AT THE 1. WOVEN WIRE FENCE TO RE FAS7ENED SECURELY TO SUFFOLK COUNTY DEPARTM`NT OF HEALTH SERVICES PALE SP BORING LOCA77C N I�AI� ovWV MIRE FENCE(14--1/2 N FENCE POSTS WITH WIRE 77ES OR STAPLES• POS75 BROWN ONLY AND ARE NOT 495 NORTH PARISH DRIVE D36'RI MIN. IN 16! VrOFFNX&POST w7 mmMESH Si°AdNG) -��qo 6�, �OY SHALL O STEEL EITHER •r OR u• TYPE OR PERMIT FOR APPROVAL OF CONSTRUCTION FOR A FINE RE RESS NT nW of DR/I�E7V M/N. 16'INTO Q4AVND. Nlnl fIL lER 0007T \` ( HARDWOOD. SC OTT RESIDENCE 10'MAJIC Gr 1D G ���- �� 2. FILTER CL07N 7O BE FA SECURELY 70 Wt7VEN $Ia1ND CONDITIONS AT ��OF NE � SINGLE FAMILY RESIDENCE ONLY OTHER LOCATIONS. ,�P .Ns7oL UND/S7URBED WIRE FENCE W1TY 77ES SPACED EVERY 24'AT TOP �� -�- Gi40YlND AND MID SEC7TON. FENCE SHALL BE WOVEN WRE 6' Tt MAXIMUM MESH OPSMING. * 2 A TOWN OF SOUTHOLD SUFFOLK COUNTY 3. wiLw 7wv SECnONS of nL7E'R CLOTH ADJOIN EACH CA{IPAC7ED BAL7Cf7LL Z OTHER THEY SHALL BE OVERLAPPED BY SIX INCHED AND FOLDED. nL7ER CLOTH SHALL BE EITHER RL7FR X, M/RADI DATE 8/26/2022 H.S REF. No. R=21-2997 `��b �149A EMBED,FX TER CYO7H A ip 100Y STAB/LINKA T 140N, OR APPROVED EOUITALENT. MIN. OF 6'IN WOUND. . _ ? OFESSION�� 4. PREFABRICATED UN175 SHALL BE GEOFAB, APPROVED " PLOT DRAINAGE QR/ANNEZ ENWROFENCE, OR APPROVED EOU/�ALENT. ' EL -5 13' 6 PENE7RAndV INTO a?aacr FOR IR#�AXIMUM F 5 BEDROOMS � 12-04-20 PLAN � /► G4Pl/N0 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND Lh'► ELEVATION SECTION MA TER/AL REMOVED WHEN 9ULGES'DEVELOP IN 7HE SILT 6 McDONALD GEOSCIENCE ALTERATION OF THIS DOCUMENT, EXCEPT 8Y FENCE EXPIRESTHREE YEARS FROM DATE OF APPROVAL WATER ENCOUNTERED 7.0' BELOW A LICENSED PROFESSIONAL ENGINEER IN SURFACE ACCORDANCE WITH SECTION 7209 OF NEW SCDHS REF#• R-21-2997 YORK STATE EDUCATION LAW, IS ILLEGAL © 2022 BBV PC LM: SILT FENCE DETAIL Date Scale Project No. Sheet No. i VIEW: N rS SEPTEMBER 2, 2021 1" = 20' A210254 C11 Kramer+deConcibis ARCHITECTURE Town of Southold—Building Department Town Hall Annex 54375 Main Road PO Box 1179 Southold,NY 11971-0959 August 13,2024 Re:John and Lynn Scott,495 North Parish LLC 495 North Parish Drive Southold,NY 11971 Dear Sir/Madamm, We are submitting for your use the following original documents for a Generator Permit: - Town of Southold Building Permit for Generator - Generac Guardian Series Spec Sheet - Stamped drawings—Barrett Bonacci&Van Weele, PC Plot PlanSingle family residence demarking generator location If you need any additional information please don't hesitate to contact me. 4 Best regards, `fin QA , ' D`'I J Kathleen Marangio Studio Manager 260 Hortons Lane 631 -477-8736 P.O. Box 1600 info@kdcarchitecture.com Southold, NY 11971 kdcarchitecture.com C� APPROVED AS NOTED DATE z8-a B.P.#I 3 a5-m Bv: NOTIFY BUILDING DEPARTMENT AT COMPLY WITH ALL CODES OF 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: NEW YORK STATE&TOWN CODES FOUNDATION-TWO REQUIRED AS REQUIRED AND CONDITIONS OF FOR POURED CONCRETE 17 N�11 SMOLDTM BA ROUGH-FRAMING&PLUMBING SOUiHOLDT4WNPLm8= INSULATION MOLDTOWNMM q--13-;�a FINAL-CONSTRUCTION MUST 2'q:�_N.Y.S.DEC BE COMPLETE FOR C.O. SOl1iNOLDtIPti ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE• NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS ELECTRICAL INSPECTION REQUIRED Additional Certification May Be Required. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE GENERAC° 20 22 24 kW GUARDIAN° SERIES _ / / Residential Standby Generators Air-Cooled Gas Engine OEM_ Standby Power Rating INCLUDES: G007038-1,G007039-1,G007038-3,G007039-3(Aluminum-Bisque)-20 kW 60 Hz • True Power" Electrical Technology G007042-10,G007042-11,G007043-10,G007043-11(Aluminum-Bisque)-22 kW 60 Hz G007209-10,G007210-10(Aluminum-Bisque)-24 kW 60 Hz • Two-line multilingual digital LCD Evolution'"" controller (English/Spanish/French/Portuguese) • 200 amp service rated transfer switch available • Electronic governor • Standard Wi-Fi°connectivity • System status&maintenance interval LED indicators1 • Sound attenuated enclosure • Flexible fuel line connector ;— • Natural gas or LP gas operation GENERAC" • 5 Year limited warranty r • Listed and labeled for installation as close as 18 in(457 mm)to a structure." 'Must be located away from doors,windows,and fresh air intakes and in Product snows with optional fascia kitaccordance with local codes. c 1 r us or CLIu us �"U' n due Note:CETL or CUL certification only applies to unbundled units and units packaged with limited circuit switches.Units packaged with the Smart Switch are ETL or UL certified in the USA only. FEATURES O INNOVATIVE ENGINE DESIGN&RIGOROUS TESTING are at the heart of Gen- O SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION: This erac's success in providing the most reliable generators possible. Generac's G- state-of-the-art power maximizing regulation system is standard on all Generac mod- Force engine lineup offers added peace of mind and reliability for when it's needed els.It provides optimized FAST RESPONSE to changing load conditions and MAXI- the most.The G-Force series engines are purpose built and designed to handle the MUM MOTOR STARTING CAPABILITY by electronically torque-matching the surge rigors of extended run times in high temperatures and extreme operating conditions. loads to the engine.Digital voltage regulation at±1%. O TRUE POWER'"ELECTRICAL TECHNOLOGY:Superior harmonics and sine wave O SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer network form produce less than 5%Total Harmonic Distortion for utility quality power.This provides parts and service know-how for the entire unit,from the engine to the small- allows confident operation of sensitive electronic equipment and micro-chip based est electronic component. appliances,such as variable speed HVAC systems. O TEST CRITERIA: O GENERAC TRANSFER SWITCHES: Long life and reliability are synonymous with ✓ PROTOTYPE TESTED ✓ NEMA MG1-22 EVALUATION GENERAC POWER SYSTEMS.One reason for this confidence is that the GENERAC ✓ SYSTEM TORSIONAL TESTED ✓ MOTOR STARTING ABILITY product line is offered with its own transfer systems and controls for total system compatibility. O MOBILE LINK°CONNECTIVITY:FREE with select Guardian Series Home standby generators, Mobile Link Wi-Fi allows users to monitor generator status from any- where in the world using a smartphone,tablet,or PC.Easily access information such as the current operating status and maintenance alerts. Users can connect an account to an authorized service dealer for fast,friendly,and proactive service.With Mobile Link,users are taken care of before the next power outage. PROMISE L®M �0�` •an„uenaw wmamn.amgaa • - T , GENERAL®. i 20/22/24 kW Features and Benefits Engine • Generac G-Force design Maximizes engine"breathing"for increased fuel efficiency.Plateau honed cylinderwalls and plasma moly rings help the engine run cooler,reducing oil consumption and resulting in longer engine life. • "Spiny-lok"cast iron cylinder walls Rigid construction and added durability provide long engine life. • Electronic ignition/spark advance These features combine to assure smooth,quick starting every time. • Full pressure lubrication system Pressurized lubrication to all vital bearings means better performance,less maintenance,and longer engine life. Now featuring up to a 2 year/200 hour oil change interval. • Low oil pressure shutdown system Shutdown protection prevents catastrophic engine damage due to low oil. • EPA Certified for non-emergency applications Allows unit to be used for demand response applications(excluding 20 kW units). • High temperature shutdown Prevents damage due to overheating. Generator • Revolving field Allows for a smaller,light weight unit that operates 25%more efficiently than a revolving armature generator. • Skewed stator Produces a smooth output waveform for compatibility with electronic equipment.(22kW-10 models only.) • Displaced phase excitation Maximizes motor starting capability. • Automatic voltage regulation Regulating output voltage to±1%prevents damaging voltage spikes. • UL 2200 listed For your safety. Transfer Switch (if applicable) • Fully automatic Transfers vital electrical loads to the energized source of power. • NEMA 311 Can be installed inside or outside for maximum flexibility. • Integrated load management technology Capability to manage additional loads for efficient power management. • Remote mounting Mounts near an existing distribution panel for simple,low-cost installation. Evolution" Controls • AUTO/MANUAL/OFF illuminated buttons Selects the operating mode and provides easy,at-a-glance status indication in any condition. • Two-line multilingual LCD Provides homeowners easily visible logs of history,maintenance,and events up to 50 occurrences. • Sealed,raised buttons Smooth,weather-resistant user interface for programming and operations. • Utility voltage sensing Constantly monitors utility voltage,setpoints 65%dropout,80%pick-up,of standard voltage. • Generator voltage sensing Constantly monitors generator voltage to verify the cleanest power delivered to the home. • Utility interrupt delay Prevents nuisance start-ups of the engine,adjustable 2-1500 seconds from the factory default setting of 5 seconds by a qualified dealer. • Engine warm-up Verifies engine is ready to assume the load,setpoint approximately 5 seconds. • Engine cool-down Allows engine to cool prior to shutdown,setpoint approximately 1 minute. • Programmable exercise Operates engine to prevent oil seal drying and damage between power outages by running the generator for 5 minutes every other week.Also offers a selectable setting for weekly or monthly operation providing flexibility and potentially lower fuel costs to the owner. • Smart battery charger Delivers charge to the battery only when needed at varying rates depending on outdoor air temperature. Compatible with lead acid and AGM-style batteries. • Main line circuit breaker Protects generator from overload. • Electronic governor Maintains constant 60 Hz frequency. Unit • SAE weather protective enclosure Sound attenuated enclosures ensure quiet operation and protection against mother nature,withstanding winds up to 150 mph(241 km/h).Hinged key locking roof panel for security.Lift-out front for easy access to all routine maintenance items.Electrostatically applied textured epoxy paint for added durability. • Enclosed critical grade muffler Quiet,critical grade muffler is mounted inside the unit to prevent injuries. • Small,compact,attractive Makes for an easy,eye appealing installation,as close as 18 in(457 mm)away from a structure. GENERAC® 20/22/24 kW Features and Benefits Installation System • 14 in(35.6 cm)flexible fuel line connector Listed ANSI Z21.75/CSA 6.27 outdoor appliance connector for the required connection to the gas supply piping. • Integral sediment trap Meets IFGC and NFPA 54 installation requirements. Connectivity(Wi-Fl equipped models only) • Ability to view generator status Monitor generator with a smartphone, tablet, or computer at any time via the Mobile Link application for ' complete peace of mind. • Ability to view generator Exercise/Run and Total Hours Review the generator's complete protection profile for exercise hours and total hours. • Ability to view generator maintenance information Provides maintenance information for the specific model generator when scheduled maintenance is due. • Monthly report with previous month's activity Detailed monthly reports provide historical generator information. • Ability to view generator battery information Built in battery diagnostics displaying current state of the battery. • Weather information Provides detailed local ambient weather conditions for generator location. f GENERAL", , 20/22/24 kW Specifications Generator Model G007038-1 G007042-10 G007038-3 G007042;11 G007209-10 G007039-1 G007043-10 G007039-3 G007043-11 G007210-10 (20 kW) (22 kW) (20 kW) (22 kW) (24 kW) Rated maximum continuous. ower ca acit LP 20;000'Watts"' 22,000 Watts* `" 20,000 Watts* 22,000 Watts*';.24,006 Watts*'. P P YW(�) - - - Rated maximum continuous power capacity(NG) 18,000 Watts* 19,500 Watts* 18,000 Watts* 19,500 Watts* 21,000 Watts* Rated voltage ' 240 - Rated maximum continuous load current-240 volts(LP/NG) 83.3/75.0 91.7/81.3 83.3/75.0 91.7/81.3 100/87.5 ' Total Harmonic;Distortion Less than 6% . Main line circuit breaker 90 amp 100 amp 90 amp 100 amp 100 amp Phase _ _____ 1 Number of rotor poles 2 Rated AC frequency 60 Hz_ _ Power factor 1.0 Batterytequirement(not included) 12 Volts,Group 26R 540 CCA minimum or Group 35AGM 650 CCA minimum Unit weight(lb/kg) 448/203 466/211 436/198 445/202 455/206 Dimensions(L x W x H)in/cm 48 x 25 x 29/121.9 x 63.5 x 73.7 Sound output in dB(A)at 231t(7 m)with generator operating at normal load** 67 67 67 67 67 Sound output in dB(A)at 23It(7 m)with generator in Quiet-Test"low-speed exercise mode** 55 67 55 57 57 Exercise duration 5 min Engine Engine type GENERAC G-Farce 1000 Series Fumberofcylinders 2 Displacement 999 cc Cylinderblock Aluminum w/cast iron sleeve Valve arrangement Overhead valve Ignition system Solid-state w/magneto Governor system Electronic Compression ratio 9.51 Starter 12 VDC roil capacity includ]ng f]Ite� Approx.h9 gt/1.8 L Operating rpm 3,600 Fuel consumption Natural gas ft3/hr(m3/hr) 1/2 Load 204(5.79) 228(6.46) 164(4.64) 203(5.75), Full Load 301(8.52) 327(9.26) 287(8.13) 306(&66) Liquid propane ft3/hr(gal/hr)[L/hr] 1/2 Load 87(2.37)[8.99] 92(2.53)[9.57] 86(2.36)[8.95] 92(2.53)19.57] Full Load 130(3.56)[13,48] 142(3.90)[14.77] 136(3.74)[14:15], 142,(190)[14.77] Note:Fuel pipe must be sized for full load.Required fuel pressure to generator fuel inlet at all load ranges-3.5-7 in water column(0.87-1.74 kPa)for NG,10-12 in water column(2.49-2.99 kPa)for LP gas.For BTU content,multiply ft3/hrx 2500(LP)or h3/hr x 1000(NG).For Megajoule content,multiply m3/hr x 93.15(LP)or m3/hrx 37.26(NG). Controls Two-line plain text multilingual LCD Simple user interface for ease of operation. _Mode buttons:AUTO Automatic start on utility failure.Weekly;Bi-weekly,.orMonthlyselectableexerciser. MANUAL Start with starter control,unit stays on.If utility fails,transfer to load takes place. —OFF . Stops unit.Power is removed.Control and charger still operate. Ready to Run/Maintenance messages Standard Engine run hours indication Standard Programmable start delay between 2-1500 seconds Standard�(programmable by dealer only) Utility Voltage Loss/Return to Utilityadjrista6le.(brown out setting) - From 140-171 V/190-216 V- Future Set Capable Exerciser/Exercise Set Error warning Standard Run/Alarm/Mafntenance Logs 50 events each " Engine start sequence Cyclic cranking:16 sec on,7 rest(90 sec maximum duration). (Starter lock-out. Starter cannot re-engagere-engage until 5 sec after engine has stopped. Smart Battery Charger Standard [Charger FauttLMissing AC warning Standard Low Battery/Battery Problem Protection and Battery Condition indication Standard Automatic Voltage Regulation with Over and Under Voltage Protection Standard Under-Frequency/Overload/Stepper Overcurrent Protection Standard Safety Fused/Fuse Problem Protection Standard Automatic Low Oil Pressure/High Oil Temperature Shutdown Standard FOvercrank/Overspeed(@ 72 Hz)/rpm Sense Loss Shutdown Standard High Engine Temperature Shutdown Standard Intemal FauitAncorrect Wiring protection Standard Common external fault capability Standard Field upgradable firmware Standard Rating definitions-Optional Standby:Applicable for supplying backup power for the duration of the utility power outage with correct maintenance performed.No overload capability is available for this rating. (All ratings in accordance with BS5514,ISO3046,UL2200,and DIN6271). *Maximum kilovolt amps and current are subject to and limited by such factors as fuel BTU/megajoule content,ambient temperature,altitude,engine power and condition,etc.Maximum power decreases approximately 3.5%for each 1,000 It(304.8 m)above sea level;and also will decrease approximately 1%for each 10*F(6°C)above 60*F(16°C). **Sound levels are taken from the front of the generator.Sound levels taken from other sides of the generator may be higher depending on installation parameters. GENERAC® 20/22/24 kW Switch Options Service Rated Automatic Transfer Switch Features G007039-1,0007039-3(20 kW) • Intelligently manages up to four air conditioner loads with no additional hardware. Model 0007043-10,0007043-11(22 kW) G007210-10(24 kIN) • Up to eight additional large(240 VAC)loads can be managed when used in conjunction No.ofpoles 2 with Smart Management Modules(SMMs). Current rating(amps) 200 • Electrically operated,mechanically-held contacts for fast,clean connections. Voltage rating(VAC) 120/240,10 • Main breakers are rated for 80%continuous load. Utility voltage monitor(fixed)* -Pick-up 80% • 2-pole,250 VAC contactors. -Dropout 65% • Service equipment rated,dual coil design. Return to Utility* Approx.13 sec • Rated for both aluminum and copper conductors. E7L or UL listed standard Enclosure type NEMA/UL 3R • Main contacts are silver plated or silver alloy to resist welding and sticking. Circuit breaker protected 22,000 • NEMA/UL 3R aluminum outdoor enclosure allows for indoor or outdoor mounting flexibility. Lug range 250 MGM-#6 *Function of Evolution controller Dimensions Exercise can be set to weekly,bi-weekly,or monthly wr 200 Amps 120/240,ie Open Transition Service Rated Height Width Depth Hi H2 Wi W2 in 26.8 30.1 10.5 13.5 6.9 cm 1 67.95 76.43 26.67 34.18 17.5 "2 "' Wire Ranges Conductor Lug Neutral Lug Ground Lug 250 MCM-#6 350 MCM-#6 2/0-#14 DEKH-4 W� GENERAL 20/22/24 kW Available Accessories Model# Product Description G007101-0 Battery Pad Warmer Pad warmer rests under the battery.Recommended for use if temperature regularly falls below 0 OF(-18°C).(Not nec- essary for use with AGM-style batteries). G007102-0 Oil Warmer Oil warmer slips directly over the oil filter.Recommended for use if temperature regularly falls below 0 OF(-18°C). G007103-1 Breather Warmer Breather warmer is for use in extreme cold weather applications.For use with Evolution controllers only in climates where heavy icing occurs. ' G005621-0 Auxiliary Transfer Switch The auxiliary transfer switch contact kit allows the transfer switch to lock out a single large electrical load that may not be Contact Kit needed.Not compatible with 50 amp pre-wired switches. G007027-0-Bisque Fascia Base Wrap Kit The fascia base wrap snaps together around the bottom of the new air-cooled generators.This offers a sleek,contoured appearance as well as offering protection from rodents and insects by covering the lifting holes located in the base. G005703-0-Bisque Touch-Up Paint Kit If the generator enclosure is scratched or damaged,it is important to touch up the paint to protect from future corrosion. The touch-up paint kit includes the necessary paint to correctly maintain or touch up a generator enclosure. G006485-0 Scheduled Maintenance Kit Generac's scheduled maintenance kit provides all the items necessary to perform complete routine maintenance on a Generac automatic standby generator(oil not included). G007009-0 LTE LP Tank Fuel Level The LTE enabled LP tank fuel level monitor provides constant monitoring of the connected LP fuel tank.Monitoring the Monitor LP tank's fuel level is an important step in verifying the generator is ready to run during an unexpected power failure.Sta- tus alerts are available through a free application to notify users when the LP tank is in need of a refill. G007000-0(50 amp) Smart Management Module Smart Management Modules(SMM)are used to optimize the performance of a standby generator.It manages large elec- G007006-0 trical loads upon startup and sheds them to aid in recovery when overloaded.In many cases,using SMM's can reduce (100 amp) the overall size and cost of the system. G007169-0-413 LTE Mobile Link Cellular The Mobile Link family of Cellular Accessories allow users to monitor generator status from anywhere in the world,using G007170-0-Wi-Fi/ Accessories a smart phone,tablet,or PC.Easily access information such as the current operating status and maintenance alerts.Us- Ethernet ers can connect an account with an authorized service dealer for fast,friendly,and proactive service.With Mobile Link, users are taken care of before the next power outage. G007220-0-Bisque Base Plug Kit Base plugs snap into the lifting holes on the base of air-cooled home standby generators.This offers a sleek,contoured appearance,as well as offers protection from rodents and insects by covering the lifting holes located in the base.Kit contains four plugs,sufficient for use on a single air-cooled home standby generator. G007303-0(20 kW) High Altitude Kit A high altitude kit may be required when operating over 2,000 ft(610 m)above sea level per U.S.EPA regulations.Op- erating the engine with the incorrect engine configuration at a given altitude may increase emissions and decrease fuel efficiency and performance. Dimensions & PCs Model UPC 637.6 mm 1218.. [25.1 In] [48.0 In] G007038 696471074185 G007039 696471074192 O G007042 696471074208 G007043 696471074215 G007209 696471071511 727.2 mm [28.6 In] G007210 696471084801 o a o 0 648 mm 1232 mm [25.5 In] [48.5 Inl LEFT SIDE VIEW FRONT VIEW Dimensions shown are approximate.See installation manual for exact dimensions.DO NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES. GENE RAC® Generac Power Systems,Inc. • S45 W29290 HWY.59,Waukesha,WI 53189 • generac.com 02022 Generac Power Systems,Inc.All rights reserved.All specifications are subject to change without notice. Part No.A0000937814 Rev.F 09/28/2022