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HomeMy WebLinkAbout49723-Z TOWN OF SOUTHOLD t BUILDING DEPARTMENT TOWN CLERKS 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#: 49723 Date: 9/19/2023. Permission is hereby granted to; Gagnon, Sebastien .... 265 State St A t�1202 e wwww__ Brooklyn, 201 _ ITITITITIT , To: Construct an accessory inground swimming pool to an existing single-family dwelling as applied for. Pool and pool equipment must maintain a minimum setback of 15 feet. At premises located at: 1115 Arrowhead Ln, Peconic SCTM #473889 Sec/Block/Lot# 98.-3-7.1 Pursuant to application dated 8/22/2023 and approved by the Building Inspector. To expire on 3/20/2025. Fees: SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: ... _...... $300.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 lit_�s-:/LNyA, .soutliojdto Date Received APPLICATION F"OR 113U111i DING PER111MIT -.2 For Office Use Only PERMIT NO. Building Inspector: AUG 2 2. 202 Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. 1 t t Date:08/17/2023 OWNER(S)OF PROPERTY: Name:Sebastien Gagnon SCTM#1000-98-3-7.1 Project Address:1115 Arrowhead Lane, Peconic, NY 11958 Phone#:917-455-0390 Email:sebastien.r.gagnon@gmail.com Mailing Address:1115 Arrowhead Lane, Peconlc, NY 11958 CONTACT PERSON: Name:Jonathan Paetzel Mailing Address:PO Box 478 Mattituck, NY 11952 Phone#:631-209-2410 Ext. 2# Email:jonathan@mplastudio.com DESIGN PROFESSIONAL INFORMATION: Name:Jonathan Paetzel - Marshall Paetzel Landscape Architecture, PC Mailing Address:PO Box 478 Mattituck, NY 11952 Phone#:631-209-2410 Ext.- 2# Email:jonathan@mplastudio.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: E10therSwimming Pool $75,000 Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:Residence Intended use of property:Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes igNo IF YES, PROVIDE A COPY. W ("ie l(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. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in buflding(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(Pont 4a I e): onathan Paetzel @Authorized Agent ❑Owner Signature of Applicant: w Date: 08/17/2023 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01 BU6185050 SS: Qualified in Suffolk CountyU COUNTY OF ) Commission Expires April 14, 2 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 d� - �11 Notary Public FIROPERTY OWNERAl) I°'llll I ,I °I „ (Where the applicant is not the owner) I Sebastien Gagnon residing at 1115 Arrowhead Lane Peconic, NY do hereby authorize Jonathan Paetzel to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date C5HN�IT/Elu- L7 C'-'QUiL' Print Owner's Name 2 -73 Scott A. Russell SUPERVISOR (Gr]EIQ/l[]E1�7C' SOUTHOLD TOWN HALL-P.O.Box 1179 0 " v� Town oSouthold 53095 Main Road-SOUTHOLD,NEW YORK 11971 '� ✓ ullding Department Town of Southold CHAPTER 236 - STOR:M"'W ATER MANAGEMENT REFERRAL FORM mm_ _ T INFORMATION TO BE COMPLETED BY T �� HE APPLICANT ( APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) p4? APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) s' NAME: Date: ZZ 20� ; G. .I}uaa Contact Infor gin: Ct �� •,! [L-Mail R l ele hone Numbed """" ��� Pro erty Address / Location of Construction Site: _` g '_ � S.C.T.M.� #: 1000 District .; Section Block Lot — TO BF COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT w„ L Area of Disturbance is less than 1 Acre. No S.P.D.E,S. Permit is Ee�q aired ! rl - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Pei r Required ! - Area of Disturbance is Greater than I Acre & Storm-\, ater Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S, Permit DIRECTLY From N.Y.S. D.E,C. Prior to Issuance of a Building Permit, Area of Disturbance is Greater than I Acre & Storm-"vater Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D,E.S. Per throu h the Southold Town Erineerin De artment I Prior to Issuance of a Building Permit, 14 " �l Date. Reviewed By: F(IRM.. _ ...._. ... * CM('P T()C (lrtnhar' 7(1IQ Ke ceived q 9 A'3 18'-0"MAX. C.to C. U . LL z I-LL GAGNON-HAN 4 - � �• �� -. �°- x S 05°50'10"E 290.00' RESIDENCE W I- i. X 2'2) 11 111111111111111111111 IIIIIIIIIIIIIIIIINIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItllllllllllllllllllllllllllllllllllltlllllllllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItIII11111111111111LL io EXISTING a, r OUB " GREEN GIANT ARBORVITAE 22.1) = Q (22.9) �.9� HEDGE _(, 1115 Arrowhead Lane nuluuwuuuulnuuuuuuumumuluuuuulunuuuuluunlulwuuimIInn uluu w unluu 1 uu 1 n uu 1 1 5 i mmn nw 1 nunnun u n 1 uunuln u t unuuumlunlnunnluu luuuw I Iw a wl 1 n 1 umu u 1 umuw a Inuunw = �nnnmuuu PERSPECTIVE VIEW ;, = Peconic, New York GEOTEXTILE TIED WIRE FENCING cel T WIRE FENCE 2"x4"OPENINGS 48"FENCE POST 0 X EXISTING COMPACTED SOIL 8'O.C. GRAD EXISTING X 41'-9 2" __ GEOTEXTILE TO BE BURIED STOCKADE IN GROUND, FENCE PROPOSED S SH8'X 40' POOL OWN PE (TYP.) COPING ELEV.:22.5 EXISTING = WOODED AREA X X NOTE: = LAWN O LAWN 2" MAXIMUM DRAINAGE AREA 5" 1/2 ACRE / 100 LINEAR FEET = _ `m"� (� hn ""''�nununuamnwunmlannllmnunlluamulLL PROPOSED OUTDOOR PROPOSED _ Marshall 1 QI SI (tall( p 1 PROJECT LIMITING SILT FENCE ° = KITCHEN ON-GRADE PO(XPATIO LANDSCAPE ARCHITECTURE Detail Not to Scale o NON ARBORVITAE ` `"���� �? = EXISTING GREEN GIANT PO Box 478 ° ,`"```��.,``` "���v``` O _ ARBORVITAE HEDGE 5175 Middle Road rr 'MIN. EXISTING BI LCO LAWN \```, O '��g Mattituck,NY 11952 BUT SUFFICIENT TO KEEP = PROPOSED DECK+STEPS y 0 `````` �o```" _ phone: X631)31631) 05-5000 SEDIMENT ON SITE HAY BALE AND/OR �XRN PROPANE TANK SILT FENCING % .,```P��� T - email: studio@mplastudio.com EXISTING RESIDENCE "`"��� / \ SURVEYOR: �• FIFE:24.7 PD-1 PROPOSED 8'W x BID Ward Brooks Land Surveyor = ST _ � / _ POOL BACKWASH Y A.0 CO I DB _ DRYWELL 11 Ocean Avenue o e -- -- --- C) AJ C' --� I (SEE DETAIL I) Blue Point, NY 11715 LOffice: (631) 576-7794 n _ PROPOSED 4'H.NYS-4 I - x _ • — I _ EXISTING CHAIN LINK <O o = POOL CODE COMPLIANT MODIFIED FENCE(TYP.) M O Q = FENCE+GATE PROPOSED 4'H. I �_ - _ EXISTING U) = PORCH NYS POOL CODE r 1 _ a =z = EXISTING GARAGE COMPLIANT O PROPOSED 2"PVC PIPE O m O O _ FENCE+GATE I X I TO POOL EQUIPMENT v V m D„ = FFE:±21.8 M a x 22.5 (PROPOSED P PROPOSED O ( ) - F ON-GRADE /DW-1 WALKWAY _ m LAWN PROPOSED MAAPRON PORCH EXISTINGSONRY LP © EP H F PROPOSED POOL CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED = WALKWAY x r --- EQUIPMENT 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. _ (±21.68) / PROPOSED - LOCATION FILL TO 18"(MIN.)ABOVE EXISTING GRADE FOR DRAINAGE EXISTING = / DRYWELL 1 lyutlllnminwnmm�luminl Inlunlnununmmnnwumuuuwnulnunuuunuumn uulmm�wumuuuwuw HAY BALE WOODED AREA = P °�` CRJI AND/OR CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED - / � ) 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. (SEE E SILT FENCING FILL TO 18"(MIN.)ABOVE EXISTING GRADE FOR DRAINAGE _ / DETAIL 1) ROAD EXISTING GRADE = MODIFIED EXISTING U.G. TOPSOIL GRAVEL DRIVEWAY L PROPOSED EXPANSION POOL a WATER LINE STOCKPILE `DW-2 TO BE USED FOR ; LP © L.P. _ — AREA CONSTRUCTION `��.�° PROPOSED LEACHING POOL ACCESS ' TANK ` CONSTRUCTION ACCESS DETAIL Z f Detail Not to Scale o Z x(22.3) — — — — — ````````````\�� W PROPOSED 18" o`` _ EXISTING 8"TRAFFIC BEARING N o� 17-40^ ��` / WOODED AREA Sli 35 PVC INLET PIPE O � 'r nmrnr SQ.CATCH BASIN �'�\ \/ .`` CONCRETE SLAB COVER .�`� O CONCRETE WASHOUT ,, ��,,�`` '• rmnnnn'nnnillill „urnnpnurnur �!� SEE PLAN FOR PIPE SIZE GRADE - AREA _ �..``� > � 2'-0" TOP OF DRYWELL _ O ```���., \x/ umurunnnnummmmnnnnn =x ! / MAX (21.5 LA ELEVATION) x(22'1) `0���```GRAVEL o ARnmm�mnmmnmmnumurununanrunrngnnr SDR 35 PVC BACKFILL 3'-0"MINIMUM = OVERFLOW PIPE AROUND DRYWELL WITH Q innnnunununlnn� SEE PLAN FOR �" R O WbiEAD , PIPE SIZE ❑ ❑ ❑ 1 a -1 z MEDIUM COARSE CONSTRUCTION � ITE DATA: 21.o)x SCTM#: 1000-98-3-7.1 rm °unnnnOnnuunACCESS �' / i 6.88' N04°42'10"W 33.94'❑ ❑ 0 ❑ ❑ SAND/GRAVEL PROPOSED TRENCH �❑ ❑ ❑ ❑ ❑ PRECAST CONCRETE LANE DRAIN(TYP.) y __ STORM DRAIN RING 'v I Zoning District: R-40 E anu'pNnnr'gr"rnnnarruur� ., Imo- Lot Area: 46,173.6 SF (or 1.06 acres) SEE PLAN FOR DEPTH --- x(22.5) ,,, NOTES: ❑ ❑ ❑ ❑ EXISTING (21.1)x PROPOSED ON-GRADE ' "' NOTES: WATER MAIN MASONRYAPRON > ''����0""�i �� • © 1. Base map information based on survey ❑ ❑ ❑ ❑ AT STREET 4'-0"MINIMUM PENETRATION INTO RATEABLE SOIL. HAY BALES TO REMAIN \.� ��""'�. prepared by Ward Brooks Land Surveyor ❑ ❑ 0 ❑ ❑ 25'-0"MAXIMUM DEPTH BELOW GRADE (21.2)X DURING CONSTRUCTION EDGE OF P dated July 9, 2020. (n'P) AVEMENT 2'-0"MINIMUM ABOVE GROUND WATER 2. This drawing is for the purpose of 2-0" obtaining permits only. NOT FOR MIN SEE PLAN FOR WIDTH 2'-0"MAXIMUM ACCESSCHIMNEY(IF NECESSARY) CONSTRUCTION. GROUND WATER LINE NON-RATEABLE SOIL DRYWELL TO BE INSTALLED AS PER STATE AND V-0" LOCAL CODES 3. Unauthorized alteration of this plan is a IN MkMEMV violation of NYS Education Law. CLEAN MEDIUM SAND AND GRAVEL-RATEABLE SOIL COARSE FILL REVISIONS PRECAST CONCRETE DRYWELL Drainage Calculations and Structure Schedule DATE DESCRIPTION 3 Proposed Gravel Driveway(2,696.2 @ 30% Pervious)+Proposed Masonry Aprons(206.9 @ 100%) Detail Not to Scale +Proposed Masonry Walkway(564.8 @ 100%)+Proposed Deck/Stoop(906.9 @ 100%)+ X 4"RAW NDS 1813 CAST Proposed Pool Patio(1,152 SF @ 100%)=4,717.9 SF STEELEDGING IRON GRATE 4,717.9 SF x 2" rainfall .167 =1,475 CF/8'Dia.D well 42.3)=18.6'de th re 'd 11 1 111111 TOPSOIL+PLANTING SLOPEUNIT ( ) ry � p req 1001 ri 'd GRAVEL DRIVEWAY DW-1 8 Dia.x 10' '-�-1 1I ,` �`; - DW-2 8'Dia.x 10' =111 1 I III i I i T t,t r 3,500 PSI CONCRETE I I - I L =1l 20'Depth Provided =III=III= ':dll ,111-1 11-Ill a ° --- #5 REBAR Proposed Pool Discharge(720 SF x 5'Avg. Depth=3,600 CF) s e aNoe I I r I I NDS#1266,#1888 OR#1889 3,600 CF x 5%=180 CF/8' Dia. Drywell(42.3)=4.2'depth req'd NDS#1242,#1243+ UNIVERSAL LOCKING OUTLET #1245 UNIVERSAL -" 6 Depth Provided SCgpF ,�i 1=I--�I) TWIST LOCK INTO POSITION AT =III _ -ISI=11 c LOCKING OUTLET TWIST - _;;1= -i,, i- ANY KNocK our *NOTE- BOTTOM OF ALL DRYWELLS TO BE MIN V ABOVE GROUNDWATER ELEV. Kar d LOCK INTO POSITION O AT ANY KNOCK OUT -''" _ FITS 6"OR 8"SOLID WALL OR r L ' h 6"OR 8"CORRUGATED PIPE FITS 3"+4"SOLID =_! - WALL OR 6" Ill -1I I- ! __� t __- 3,500 PSI CONCRETE _ 1 CORRUGATED PIPE j I„ - -tr ! - lil , CRUSHED STONE BASE TEST HOLE END l I� 4 I COMPACTED III III 1 1 s x _III-1 + L E G _ SUBGRADE II -1 r f37: M�aJNALD 6EQ2oERYIGES ' II III ll III-i I !- ir , J,I- ili ,-ili IIIT�� '-.III: DATE: OGT 28,2021 S� �027'� ATE OF PROPERTY LINE D.B. PROPOSED SEPTIC DISTRIBUTION BOX csARK E'I•'.N v,.Ar•I r.0u TITLE: CATCH BASIN IN GRAVEL DRIVEWAY FL XO' IC0MOW6RADE 4 FLNO' ORIOCE Detail Not to Scale PFI r�,I Tr 4%n:: (`�+'1 x(12.0) EXISTING SPOT ELEVATION `ow-i� PROPOSED DRYWELL ACO DRAIN IRON GRATE- ACO POLYMER CONCRETE K100 CHANNEL P,ii c s rt 1 N' nn� ' STORMWATER tal1 © EXISTING TREE TO REMAIN TYPE TBD SYSTEM WITH GALVANIZED STEEL EDGE - - 4"SDR 35 DRAINAGE PIPE MANAGEMENT SLOPE SLOPE RAILS-ACO-POLYMER PRODUCTS � EXISTING TREE TO BE REMOVED GRAVEL DRIVEWAY !�U�{TR e II IIIII111111111111111111 PROJECT LIMITING SILT FENCE ————— 2"PVC PIPE . Y J i - E3 35' Ibs,BELOW GRADE ICONTROL PLAN I iI J l la iJ" 7 � � J_ i i-� - , J-lJ J [ > 1 X J. J ti x J z.1 z:C i YY 1�Y: 4,000 PSI STEEL 11,.?I a IN P,`,.e Eo-JI rt Z xf , C a YJ 7I �YIi �r'r LTr JJJIIT--1 -rJ 6" :. I 1 ( ..J Z T 1 ;, ."I J. a"r a' z:I'J Tr TT =,' REINFORCED rrt SAnD =1 i_=-1! z ,�.T T 1:1 T. r' T ill_= _ =1 CONCRETE r tom) TEST HOLE m PROPOSED CATCH BASIN -I I-I-,1=I. CrT.I j ''T I '"I� % J.L �Y1_, i I-;(IIT II (III 1- r- n .a 11FIl ='I I- i,a J j•J.t d COMPACTED I_!r-111 Jt C,`r:C Cr I III1-I' „ III` SUBGRADE a T - __ EL-40' 2f70 @BAH 6RPAE .^ N&E%EXrTLTW ERC-40 WATER EL.16 X EXISTING CHAIN LINK FENCE PROPOSED TRENCH DRAIN =1 `i I ` , i r I '', T i10 (l Z I C*,) D WArEV MR TE57HOU 111 EL•35' u III I I I I' I AVS H ISHEST rzcor.Mv 6ROMDWATER RR t31 T�6w Ee i56/.H1s.F--7ar H f`tEU 516?90J s EL 5AY,BELL 553324)0 EL.11.25' EXISTING STOCKADE FENCE � EXISTING U.G.WATER LINE a _ N ill Ili— -_iI n1 -.II III _III _IIL AM?WELL 5599921 a EL.632) SCALE 1/16 — 1 -0 TRENCH DRAIN IN DRIVEWAY 4"SDR SLEEVE INSTALLED 12" DRAWN BY: 5 PROPOSED WIRE MESH FENCE t CEAST BELOW FINISHED GRADE C.HECKED BY: S W M C P Detail Not to Scale J. L DATTE:E:2202023.08.16 C.P. PROPOSED SEPTIC CONTROL PANEL EXISTING HEDGE TO REMAIN SHEET 1 OF 1