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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#: 51879 Date: 04/29/2025 Permission is hereby granted to: Olympus Capital LLC 2363 36th St Astoria, NY 11105 To: demolish (as per Town Code definition) and reconstruct a single-family dwelling as applied for per SCHD approval. All construction shall remain in flood zone X. The flood zone line will be required on the foundation location survey. Premises Located at: 1430 Bay Haven Ln, Southold, NY 11971 SCTM#88.4-16 Pursuant to application dated 10/07/2024 and approved by the Building Inspector. To expire on 04/29/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $1,871.25 CO-RESIDENTIAL $100.00 Total $1,971.25 �� Burl i~rl, Inspector� n, r TOWN OF SOUTHOLD—BUILDING DEPARTMENT za Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 litipsa/www.soLitlioldtownny,.go a u° APPLICATION For Office Use Only 4 PERMIT NO. Building Inspector: � � 0 Applications and forms must be filled out in their entirety.Incomplete :.,. Po , applications will not be accepted. Where the Applicant is not the owner,anIJ D� Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: rj SCTM#1000- Og( _(-)Ll _ C)((o 0 m us G Project Address: ���j i l�cS�-� \ .1 (1919 Phone#: 1 9 -- ® Email: N)-K0 k0-57T�9 H T-M/ffi,,Coh Mailing Address: 3Co l o rl ( Q W I 0.50 CONTACT PERSON: Name: Mailing Address: OIL► tQ 3 Phone#: - [Lf,-_ 9 , OS? Email: Nl Ko�-ARoolr"v1-5 HOT-i-1/1 fto C01A DESIGN PROFESSIONAL INFORMATION: J<Ir N p E st �s©c� L L-c: Name: � C�IL�`T �Ft-4 L- Mailing Address: 2(c 5 SOLTT HOL-b W y /(q87 Phone#: G 31-`f 33 —'708q :JEmail: Ss6N 6"-(( � CONTRACTOR INFORMATION: Name: t-) ,/+ /+-r �(� (.� 77 1iti L- Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure 'KAddition I<Alteration ❑Repair XDemolition Estimated Cost of Project: ❑Other $ n o o Will the lot be re-graded? %Yes ❑No Will excess fill be removed from premises? ❑Yes KNo 1 PROPERTY INFORMATION use ofproperty: `` Intended use of property: ( ' Existing �F-S- �Srra9le. FAm ) p \S:4, - FAmY Zone or use district in which premises is situated:. Are there any covenants and restrictions with respect to -y� this property? ❑Yes CgNo IF YES, PROVIDE A COPY. (a 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. 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 building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): P k-77 t ❑Authorized Agent XQWner Signature of Applicant: AY Date: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No. 01 BU6185050 SS: Qualified in Suffolk County COUNTY OF Su FFOL-K ) Commission Expires April 14,2�Dlx )VCK- rQf�, being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the fib (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 of ©C Notary Public (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 N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer September 30, 2024 Design.,n Construction, Inspection. Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: 1430 Bay Haven Lane Southold,N.Y. 11971 District-1000, Section-088, Block-04, Lot-016 Inspection—Existing Septic System On July 15, 2024, I inspected the existing septic system at the noted location. The inspection covered the location and size of the septic system components. The inspection results are: —The System includes a precast concrete septic box(1000 gallon) and a series of precast concrete leaching pools. There are (5)precast leaching rings (8'diameter x 4'-0"deep) with concrete covers. System is performing as designed. - The System size conforms to the SCDOH requirements for a(4)bedroom house as of the date of installation and approval. The SCDOH verified the installation on April 12, 1973. The size and components of the System meet the SCDOH Standards for a precast concrete system. Result—Based upon inspection of this site and to the best of my knowledge, belief and professional judgment,the Septic System, when installed, complied with the SCDOH Requirements for a four(4) bedroom house. The System is currently functioning as designed. OF Nicholas J. Mazzaferro, P.E. c� °C> 7 jo�S100�" fZGenerated by REScheck-Web Software Compliance Certificate Project 1430 BAY HAVEN LANE RESIDENCE Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 135 deg. from North Conditioned Floor Area: 3,259 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric true Is Renewable false Has Charger true Has Battery: false Has Heat Pump: true Construction Site: Owner/Agent: Designer/Contractor: 1430 Bay Haven Lane Nick Nikokarakostas Brett Kehl Southold, NY 11971 145 Budds Pond Road Kehl Design Assoc. LLC. Southold, NY 11971 265 jasmine Lane 917-745-7108 Southold, NY 11971 Nikokarakostas@hotmail.com 631-433-9084 ssbn654@optonline.net Compliance: 10.3%Better Than Code Maximum UA: 592 Your UA: 532 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. no lon eir coins. a I � ce path llin RESchec:k, l::::ach sllalb-o n- trade tradeoffs are g:� ucleirec� 'uirm tll°m�. l� crir I:aen�Iomr°mnairnce cor�n.ml'uar°n alsslkerriNyn°in the sl ec6t6ed c1fir°mnate zone imust meet the r'mmin iii nur°rn eirneirgy cove insulatioirn Ifs-vallue and depth a eciuh,enneirnts. Env Ae e a ssembll Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,481 30.0 18.0 0.022 0.026 33 39 Ceiling 1: Flat Ceiling or Scissor Truss 318 45.0 0.0 0.027 0.026 9 8 Wall: Wood Frame, 16"o.c. 1,306 21.0 0.0 0.057 0.060 55 57 Orientation: Front Door: Glass Door(over 50%glazing) SHGC: 0.18 48 0.310 0.320 15 15 Orientation: Front Window: Wood Frame SHGC: 0.31 193 0.300 0.320 58 62 Orientation: Front Project Title: 1430 BAY HAVEN LANE RESIDENCE Report date: 09/22/24 Data filename: Page 1 of 2 Prop. Prop. Assembly or Cavity Cont. Window 1:Wood Frame SHGC: 0.31 107 0.300 0.320 32 34 Orientation: Front Wall 1: Wood Frame, 16" o.c. 717 21.0 0.0 0.057 0.060 41 43 Orientation: Left side Wall 2: Wood Frame, 16"o.c. 1,306 21.0 0.0 0.057 0.060 55 58 Orientation: Right side Door 2: Solid Door(under 50%glazing) 24 0.250 0.320 6 8 Orientation: Right side Door: Glass Door(over 50%glazing) SHGC: 0.24 187 0.290 0.320 54 60 Orientation: Right side Door 1: Glass Door(over 50%glazing) SHGC: 0.18 24 0.310 0.320 7 8 Orientation: Right side Window 2:Wood Frame SHGC: 0.31 28 0.290 0.320 8 9 Orientation: Right side Window:Wood Frame SHGC: 0.31 74 0.300 0.320 22 24 Orientation: Right side Wall 3:Wood Frame, 16"o.c. 1,306 21.0 0.0 0.057 0.060 74 78 Orientation: Right side Window 1:Wood Frame SHGC: 0.31 12 0.290 0.320 3 4 Orientation: Right side Floor:All-Wood Joist/Truss 1,800 30.0 0.0 0.033 0.047 59 85 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirement's in REScheck Version : REScheck-Web and to comply with the mand to requirements listed in the REScheck Inspection Checklist. Z) I . 10-0' -?YY Name-Title S natur Date Project Title: 1430 BAY HAVEN LANE RESIDENCE Report date: 09/22/24 Data filename: Page 2 of 2 wpJ;kyr. 0. dimilmWA-StalaemaPANeriXaaarb'Kd gr_4.bw NaauaUam wltM MN lw. N"P'*ib'N `A .�.. Y' a I. A!t«kmwllatbn or trb I/A&NM'71 and pmkv w.N Nwtkn,the eomr an up ad No N-40 NN-AI_I,M auvNn'dmvoa rdoo I f PROP RUJILLEAlA LEl6 I/ OVTIS W-LEAN N Irewller/caarKwr ebll carNact Bea,SMt,WdFoa'i4.#Nr of kaw,wtbn {da0wd %Vlg ma awae-=t pr erorvberary«INNl w 19%mai�n0:"e.'N. " A O 45HJEFROP,6Rff SIQET ADAPIH2 verTT TO ROOF A9 REP-D LU IropKtkn ae per SLW etad«d#. 2'„'PMN'v,.afmmdw iww•Np W4 N-4 Il mOtaa -p �w��w ARATIOONPOLY-FROM DW VEWAIN6 POOLS,V M9IN �N5 PbIHr7i� J O 1 T A..A M�',W'ANCiT OAM ,' c000 gXNn"ll,,,WM.1.VIP(0opm*A." B.Irea011 VA,0K*idnaa p aa, .WO OX-NNN+,g xa,eaTt'ddadw^«N A r MAINTAIN 9'MN__.ARATON FROM I/A OH19, M Eupae+Nw#1 1ta,Gw4N«w.cea-.navy m wM Kam, wmx h xhaag dewdwm,duo - ° e S PROP.FUJCLEAN ALAR CONTROL PANEL A E-ED Q y N p„kNtN4�N and c w d+mm>'rn.lo»M'am�AtD�ptwdlxmaa.saN•mp s e aab+a mvNe aew•wwmaw«.p°*w"�tmra dx nhN awN,e"eakNrM Own eweto I SbS.TxC Tka DaaparNTal%ar LNpan'.LroamNM,m+vJ ba+aahMr AApAIro mgN+umMrtrt 1: / - O ELEOIWOAL LINE FRaM I/A OWtS •� maNNNr+®net �MY Meanaea rAA 4Ma'NtrN+pru:e k� wrR.. PROP.FUgMAIR 4 a 2 Tho�VA,OW 6 w*} NAk taNA µhoar.Co lrvv.",o ep t 01 M all. ri v I.'fiVPd6 hN AJPO./BNTE T'S SITE PLAN N 15 O VA CY-(PLR MANI.9PE0.'91 9 o PVL AIR LIIR TO fN m„AR VA QINTr NNNt NO rNyhAWNvd wIAM t#d�^m Nv a4vaa"A+mit NuwtrAaN Tal1o.<+,yrae Nu tPy df tl or.!ara /�e�,wr � T � 5118•IEOT TO VERIFICATION BY A LICENSED - N1 Na"g egaarur a ahMxr'a•FMA aloe+boa W bwwroa.and O mCAN/roo,"+-a Am AnWNN N,ek Nw..Mz NPR CNNn 'Ea+ �kaaN� NNN+k PraP#9 I - SURVEYOR THE INFORMATION S It�TPALLC PI�R.9T�.CO.Opt WTIIN 10 W&DO.PEl - � �0 W w tieN DNnpea'i a!«�w�rNa td�d..V.tam da.p aptaa,Need f1:ww P NN W.Pea gavel. REPRESENTED ON THIS SITE PLAN 15 TO THE H-r C'wl P S M'A0.,,,,T.,..aAapl pa.pva�.rweNm wNM N.N4,�7 NWpba,..A �•••••••^ � •°• ".,.. � ARCHITEOT•5 BEST OF KNONIl a LEACPRO^., MI f cx.UNT'O NV N!EXPANSION kw4k• WNmeaanmN Ned P:awaWOep'.NNNwttee N90 N wh ANlo «daV n.era.may be SUBJECT TY "M LPAe.HIN6 POOLS 1 f9)D ox2'D6P DRINE O G III ZPaN «m f�yapeavtiuy grvrtcw^,gweM1 AN awXpmmdbtad W pnm epyk pgp ho tlu-w enmeee m '^• ^' ""","""' 2.SURVEY INFORMATION WAS OBTAINED MAININN S'MIN.SEPARATION FROM DRIVE T x-JEU(V f'} r 'aw9 ear'yal akmmro NTn m.� uNa, iDmppdrgrWnl aa'oppravoN aN tmA d14aTS nM��gryMp,�tM'aUO.BNJ'tA,N A$'P eppraMaa t R FROM A SURVEY DATED 02-09-2025 AND Dap«'k+a°N edrdaMtm M%h dwA4�M 14 NA aMa^Mr'a1A Cm 4y. P PREPARED BYE m anrtwy',creme a_w1 auxNea+Nana eMn ArapmaG raMr arnrm to 14h axN,Ib• G 0 7 m S Ait N+N wwd IAA ams oayu&'ad dd pas NNANN'"mNu" Nw Nolydk "N NPP'r`N'00_lw Nw. 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PYPue'.Ai N ppmr!kMg arKF tlhN nxpWok Mad We detlwNwem.w tw p Mt4m aw'IewRNa N p+1 T No1� �'RmOCae*M"ap,FMaA9M or pXAMtl'1C koeb^A,Sg pW m+MY MI"M�YmtlpbNaNwtN JM AASN+nTO'IN+."AO« ad waarx aNhNwNwta.Ak «rwN rNwaN.as was..A,B tore rxm.aD BNNmNmS; LOGA TION MAP N m e.me anklet Mere Ale ebn 6e a mhm,m or b.l root below SCALE,NT5 LOT 13 ,.hawnsakn ad ode or nw VAOvns mat aaaamn w the the hkt Mat e,erotkn� LOT 14 LOT 15 �J p.�a$4N'P1aNnL'N pxA OWNTb gv.NNYMar daaµmNnl.jugpiwu=m IM' DYELLIN6 YU •- NwNmmm.m w tM NtNwk7W'dN ym'' NPAM € NM 9.9arlplhg marMlee Ma11 have en bode tllanewr of 3 root«an �n THOLE DATA�•2O� PUBLIC,HATER --- RIBLICLIWATEI2 PUBLIC WATER bhNnoDwm aa4 AXNprrdawe ebuRa TrNalrn>e1'6yNAaa#," ke de«ea of 2 root ay 1 root. _ I�' ,r N Opdpffi N tle iL'.Yd",V Mo r.N'i^aNmWwad N tatke,or II.All.error 4atlar h tl MAP A.a• mWlole Mall be FLOOD DATE. SURVEY. MCDONALDB6EOSERVr110Es - 'V 37 II I TO.001 I arcs awaN N.Paaa kam. rota I O U mwa+.arWpPN av a WM IevatlK M PI�t,tee. °^P 2. FLOOD ZONE SHADED X#AE(EL eb') rFl.6.4' GATE EL 6 S EL.I 9 t WAOVRK#fFl TS A.PMp Hem p amw4 t a'N.t:pVN'!,Ialtea. watareretebn I»a n,avhan r.wrrtlan d e (UTHOLD,NY T65-36T p ....,.._______._...,___._� «d k) 2„}A,aqu pn aCA gW"I'S rmngeVNN a eeptk rank for pretreatmenk Ule SITE PROTECTIOWSILT FENCING TO BE hACD6 1)16MgIL.COM INSTALLED AS REQUIRED BY THE TOM OF O Ary p P�p,"PTGGG lN"''17 R I •t// Napeaa w'ara,NNaNt as d... map m accordonce�Irh.Kt1a.s-1ot 1�msee=»"+ NPR, I PROP.I.5-STORY s.wya Nx uaN aRrxmw'a. 1,vane e4warN1 panel laaw ev.NTw Awlasa.a sNea+mN Nn N«Na>paa1N SOVTHOID. 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T,kmANWr Nbk'kartarN 1Ham ammNeNd. NNa a*r WA'LNtt6 mXN phN ar TMN Fp amM#MCI ei�eT NtP¢Wb�,t:pK4k:�N1 Mawwisa�keat� .+r PIM1E 9AlID � ��t p� P fin' `HN Memutattan pHmEb4tU ax NpmaarW tMsnN ys ;m In I I pM,,py.Mednp NawohwMNNdN+«suer aaftawan tWNWnoaAa mAa yW ra¢pd to THE FOLLOWING LOTS WITHIN 150-OF PROPERTY' / / ..V+ I o.'ra-ri,N Pr1µw-1u mpzFpkaMmN W'TNlan'..Nr'n'U'aNgo tWap9•�g r.AWI'AaN1pM.��rrrw9N wN^ N4 ke'.*al'a a1NelrbaPo emlrv�UR The VflLlg PUBLIC WATER A5 PER SCW4, V/: ~ U I- Y PROP.�-STORY II _---- N w aRI+A"�. ,cadWt mdk'NNwN e 1#mm 4+rercN NpaadN ad NrNramNNra // w--WLN r A04 e%NAwbHYSctae o eol,Ia kwl le,n-ae11e wir�atlee Q t rot elnyat w �I n'w,m ardNrae bd wNw pr SSeTTm ki000 ael �Il usA• / ""• ° id I w M1l y MrN'•. w/�GBEDROOMS)E I �, m;pe.b.b'bl I O h„ANu poMw mtNa kM faNta'/ r' ,mw i.IZINNM N9 Nww' Notrw«e Dean paa rVMd'a Ny rhN wr mr w hM�4"sPg'aa'n'°uNa.T. scTM 1000-8b-4 12 +altos tmaN'kw Naµar De°N'anµbMt.r MaANN w�awwN.e tN il"N OANIP w SCTM•1000-86-444 w.eau aw wekarpwNNNwNw#ehg PnmrwNN trPdNdtm q,vwa Namnn wklnkwpWarn:w IPa cANM M ""dN* SC«TlH"Nlakm-Ob-mt-tl4. eaM1-errs,sROLrrowATex m5aa...0.� lev , a, m dNllN^,'d• ea.RN'md a 1 µw..PxM SCTM NI000-88-4-IS BIGWM9+®4.,'BELOW rw" +PROPANE TANK h"w E:L +.O MP.Vaauam 4 iaabl bb N.roRG)VN`A Dave,q�yyly a vauwm w ro,.r N. Nam MmkM drN ro4 : m pri IWWw aNm, SOTM NI000-86-4-16 I r^' a GVRD. POT' IT{ Ira. Cgy'.y,y qy pan' rr aiN,+N k Ned I!RO%or A� SOTM NIOOO-86-4-1, rr� P p'*1tl^ w'MN NJw a am-as'a A woou e4ahN'NN Ell NIOQO-86-4-18 pry ✓�� ,dsxnwa'a++IN WO I. ,tkmtaa. M�a IP iwp 9,-.w SCTM 010Oo-86-496 'd° l y A'+'msw�) f';^"' '„'�^ PROP- tl l n 8.. 8.J'°', MIN'„ p t � ama tra NproaN a'r✓�mg,a r'y � 1 ? I mP"'r 1 ' df�' 11.Wow+wet '6aNN tb'Ai III,teak. avow,w outlet Mart Fa.dNr SCTM NI000-8B-4-3T �" "'v, 3. WALK `tWa x MYN•. elevatbn let N 24 Mire.Rollll ere font w W ankle!Mer! EL,rap y, SCTM N,000-66-4-58 'ly orwn W y4.Hm.P-.p, m b Caw'jpNNw.LNt'lha tlaN4 NktPW'�I«an I r p oN 4*katll Na4 b Nx+l'Yag OAs waNP"Mm`loots SCTM N1000-88-4-99 ] „J a,"✓ 'Y aapd'Mh M YY8" w p«•ad rMe tr.✓dN M anNm N wmAar level b w I have A x SCTM NI000-88-440 -"A F 'M1BEI,pp e„ p g^^N^ ,•"'•"�C!" "p,` gr #19 hpNY'.tar GfN r0^M .pro»'lam-Wmw .wg tlN " `m aw2ld NXO,l urM1'N� Cti ylnkP3;darlw olw.ben r1Ta+." I w " ,.t a NNra seep � d to sore.m�awFNNltiw«N N'Natlm a ue .Ar�ry oar, aP etN aNh m1c«rmer �d enro,e ad eervkeabw ' S w „m*t M " bola '_ N, I daopmMNndom La eN-krxw 4en`nGN gad'a,"rngaasAtsRew, 7 arp:wwr Y,ocafNa otC be d the I/A OHa9 colt rcP4'p Na la 11 -. rT. . A.p•tlINWR+r Gpy."mARAi ��a�. dl W a P"m*,'Rr$,n6 ko�NmBa Nk aN¢M oaa+eNa m?Xlt `osoraeaN NJm 4.The+hope ebllltxtaltoched w�5dndrle 40 PJL Ilaat tree HATER 0 w RE1 Q.PTO USUPPLY N ALN Y^+D 5EFs4W}nTl / 'w tbt c«be� .rywmawed let eeMce«odyrxtmanL The+loots D MPONIE9 AND EH EDGE L ALL NER CCOMPON�LL OTHER ry Y Q FROM FRCP.SANITARY SY57EME.P. ��TFON 4G AT.E"U R ED'BETWEEN DRYWELL5 A--- VATION WATER SERVICE LINE,UNDERGROUND UTILITY LINES,SEPTIC sn.S. N- ' 4LE • PRO MINIMUM Ell LINESARATION 15 REQUIRED BET EEN ORYVELLS. I OUR.LYNE QP PNTM7P..NF •DIN ',: w""`i.. 6 N"LIP J ,P.,r�xr� PEEC M INSTALL awl ebll rot be at�Mka aN'Ee!«ce moln. SI,pA,E w OAFAaAr13-AmorkNax Nmk�.NX"NONNI FN PNvwNtRMacotNd Wla� s the pNapaN Mw,l observe Ne Pi^W ayerom operaw tMwejl I ARDB 1nakndd+axaaN, mdaawepalx'. mh'.vu.wmxaraa A MINIMUM 20'SEPARATION 15 REQUIRED BETYEtT!DRTVELLS AND Z Q$b2S pLEWAT1OBti5 pAWrJgO T'pL'0 B +s apP N 3m*5. a eemnra'd rk+g:cycle. BURIED PROPANE FUEL TANKS, `',„ y I I EXISTING GRADE ELEVATIONS) •aaren`aB.N CwAx. ° .maNaadm/d'Nw bmApPnlaw+tar leakage M the ler<e maH Illthg#wnl ke mode +' A MINIMUM 2'VERTICAL SEPARATION 15 REQUIRED SETNEEN THE 26/,.72 `� `•°`a / aWdVlaaavw roe Ndna+g pHN.gNmrp tee!pr°eedme, BOTTOM OF DRYYELLS!THE HIGHEST EXPECTED GROUNDWATER ) FL.46" '^'---„' "` A a +pmrcNlmvadlva t ELEVATION ^^ti. _ ....®-...... - -..•^^^-•,'••' -,s•yY A TO NEAREST DRYWELL EXIST,#a4A k PFfO10T:. ..e5. LL LawEcr ALL 6urrER 1�raBts 37°54'10r d�^d � 140.00 I meta NNNwxNa D F INS GE PROPOSED DWEL=2 CFAll .PER FT.OF DEPTH ;$ OLY C-S CAPITAL rood ab apPlkp Nd'AL"4Y 8NN DRTTM"FWZVIDE6 d dnm Nafak A,d UmN AaM 4.AI,walk,flo«N, s uavere shall reek!an �R l of BOO rant(III pwmltwd an ; _� 'G. �, LLC-SEPTIC S Prermt co,rw,ew cov ad TAN+ 2,OA1 5F 2"RAINFALL EVEN a 5455 OF STORAGE REWP ipl pbaar.. � F MfE E QP PROP,GARAGE ,66 5F, B A Y H A V E N L A N E LING�2pgl S.F, m+,a'mN awaammd.odw,�r«.roPr PnmparAapkNa.Nava d _ t' 1430 BAY HAVEN LANE MN/,aI gPa er, uh'N•NarN P:nw4 A+N ApMa+aXer:Nq LwN1p11atA0w, ,66 SP.X 2"RAINFALL EVENT-Il OF„STORAGE REQ.b d SOUTHOLD,NY 11971 W mmwg,and kwrc'wlgw 4N pu`s.MmA'.flarvnpgN'ke.kw'*W rwGN.MA NIB p aukN wwapm bm wma WA mAmaJK..brmr x.dryWTM«!�'NNmNN6lkrgl.tC. (2)8'b x 2'DEEP DYL PROPOSED SITE PLAN �-. •••••••_• =NOTES RANNmuNN N }aAada#N,WMam r 6RnPH1Q soA�Mao rra+harnmnnr «arm :�,m«» .,. .,n.. :( ..m....nl.,vTAX MAP a l00o-66-a-I6 , ,. pA„ ,,,...._„� ,,,,,..wMVOMpvhl/egmm TakkM,aNmatdptlal _. ate+lies must ins , , a �' a�V,NIl n"a" wrxa r t I OLk OV�hVT1 EALTH E�ARTM t IT APPROVAL ... N C .•bll IC�IY1a, ,» I 1�Q; I IIQ,J�.EN � I/.r . � � �. � _ zoRNGD1sTR1cr R-4oNc „�Up�N'fl"VI� P.E. n.�na�f'M". a ��'IY�.n�Im.xm�nWnm�'•n�lY" R5. REFERENCE ERENCE NO.: _, ���,l C Ip m N l Services.a _ ..�_. .. -.�' __w m PAGE: _.. pjT^ryry��II pp�,,yy^^qq�ry� ryp _ �^ ,,p m ,p ry m p°ry° p'g 7� ,,�ry'�v �y p�p A T,ry ��['p pl jp p.'.,p 7p,,, . ..... .....�, ,,. 1, Call ap�_a � III' Q 48 hours in The linst:m•�fla ll4"in and Q�,"o n� t."0'°W�,Vc'�:IP�)n off the Sewage I..�i.°M�'��& saI System s�"e m� P A A iS'1.d.W"IX.l'W,„AI,ILaB^u.�..�.Y'W,�AA"nNJII�TN. A..�p.nAr~" IIC'4nW."S'b°.EAl"d W.w T..,NA W-41.J42,AL 11 SERVICES DESCRIPTION(FOOTPRINT) AREA %LOT advance, ��""S'.,N�tl�NW�,�NN �r wm M"gmv�a��uxta W Ny�p NUM O� arNY IU p �'p'' �M�yµ p�@�p� q^µ s■ lo1.00 COVERA6E dTN aUc , t �NV'NwWW�AW�UI�W iIn MW i )N Use II��L.�ir Y�IY�n"mN t`'mtlm`R'th'll-.B.)'3 TOTAL LOT AREA rl$i O 5 F Illilulmlmlmlmvammauu w�mmmmwnioaamllnmmmm PwuuuuM«mlmmm mimummWmmuuuuwueWammam ,."-'...... ..,""....•.••,,••.,w«�.,w ...W. W.-„_� .•...,.„ ..... J ,•µ••��•••",• �,. •" .,••",�•�.,,.M•••••••••• . �.. I . DA' .Od���)xJ....D.......�..l�h OF3 PROPOSED HOUSE 2a51.0 SF IIA% ]PERMIT FOR, SPEANpA,1,O AN vptlp "WIOY FOR PROPOSED GAG A 5,F. 4.4% mk• i o if e pU of ffqe pfi sai i s ^ syst W mst Ube I I SIN E FM4 EL wMS DEN E Npry FUTURE POOL 640,0 S.F, 3.1% "oIp^Mw Ygµ ince Mth F)e I^tITqEwit's re rs^pr I ts TOTAL AREA OF ALL C 49A S.F E c VA I r INSPEC- W VN REQUIRED S ^brmm Mo Y U Wed form s proof 4P1012025 I , R E: . N(1 R 25-0466 MAXIMUM LOT GOVERA6E ALLO-ED,20% , % _mm_ ....... �.