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HomeMy WebLinkAbout1000-107.-3-11.6 OFFICE LOCATION: ®��®F ©� MAILING ADDRESS: Town Hall Annex AL O P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) r/a Southold, NY 11971 Telephone:631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: October 14, 2025 Re: LWRP Coastal Consistency Review KEYSER, SCTM# 1000-107-3-11.6 This application is to raise the existing house, make an addition, install a raised patio and pool, along with replacing the existing sanitary system with a new I/A OWTS sanitary system; and to re-landscape the property using native vegetation. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is CONSISTENT with the LWRP. The additions and pool are located landward of the existing house, consistent with Policy Standard 4.1 to minimize loss of structures from flooding by located development and structures as far away from flooding hazards as practical. While the 10' buffer is better than no buffer, consider reducing the amount of lawn area that is allowed to be treated with pesticides and herbicides adjacent to the wetlands by increasing the size of the vegetated non-turf buffer. Also consider requiring the buffer be planted only with native drought tolerant plant species. This will lend towards better consistency with Policy Standards 5.1 & 5.2 to prevent point and non-point source discharges into Southold's coastal waters and avoid land and water uses that would adversely affect water quality. The proposed I/A system is consistent with Policy Standard 5.1 C. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. 2 Town of Southold . SEP 15 2025 LWRP CONSISTENCY ASSESSMENT FORM S TOWN PLLANNINANNIN D G BOARD A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supportina facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 107 -3 -11.6 PROJECT NAME Kevin Keyser The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land tansaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit approval,license,certification: ❑ Nature and extent of action: additions & alterations to existing dwelling, raise dwelling to FEMA height proposed pool patio and pool attached and at height of first floor of house raise existing barn to first floor of house Location of action: 1356 Grand Avenue, Mattituck Site acreage: 1+ acres (adjacent lot 1 acre) Present land use: existing house Present zoning classification:R40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Kevin Keyser (b) Mailing address: 1356 Grand Avenue, Mattituck (c) Telephone number: 917-776-5238 _ Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑✓ If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable raisina existing house for FEMA compliance and avoid future flooding additions & alterations to existing house, with attached patio and pool all above flood level raise existing barn (FEMA level) and first floor of house all new structures connected/attached raise existing barn Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No❑✓ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria 0 Yes ❑ No❑ Not Applicable all construction consolidated and extensive landscaping proposed around the elevate FEMA compliant structures. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No❑ Not Applicable all structures raised out of flooding risk Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section In —Policies Pages 16 through 21 for evaluation criteria Z Yes ❑ No ❑Not Applicable new IA sanitary system north of proposed and existing structures Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑No ❑� Not Applicable A Attach additional sheets ifnecessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No❑ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No 0 Not Applicable Attach additional sheets if necessary Ca IJ , \ a83G OD 'a 11 t2j6'•\ IG A 3, \ Sa°A '�.\`� \''� \�FOp p^.N91\ 2J n N G aSa 1 $1 Pp,._• a�� 10EA vv v \Av is ec�.uw�i�artrz 't.3 ..� 25A uv¢rorwrmcna .i 030N '�, ";� a. 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PROPOSED GR E MIXED SAND pE, �TNES E W/GRAVEL P�ERTYUNESARSOTFORA THEREFORE EL:10.5I OF ate`RE,"M E AAENOiINTENDED SO (SP) -11.0' "AN A=Ti=TO AND ANYOTNER COfSI .- PROPOSED 9'X 51' "NA'i`E�°"" "°TEST BORING BY SEOTRYIT7WOFTHENEiYY04NSTATE SWIMMING POOL SHAWN M. BARRON M.S. rors�H�Y�A�DAiroN� EwcAnoNwv 12/9/2021 � °' "H � EA60SSE0 SEAL SNAIL NOT BEWNSIDERED GROUNDWATER ENCOUNTERED 3.5' roEE""""°"� TE nl.,1Tr/91 r♦i IIA11T11 IA/ITI I A1"1/'�f IITC/�7R1/1l11 /'V1AlT�A/�T/l�� A AI rranNAi4wxINIILATED HEiONSHAII RPIN °.,.aR.R..,.x. HOUSE CONCRETE COLLAR Axle•enua upa vew umm wwa m rngi.ep Aroa.w I W ee henry WATER ncRT FRAME&covEx W/APPROVED LOCKING DEVICE _ STOPPER END PLUG CONCRETE COVERS +16pa'n.•"�a�"'b` '°n'c' "s '1"°•'b61aa'c'""�•f'40110'TM •' @ SECONDARY SAFETY UDS BELOW GRADE 11 a_""_a•mre oo..w.ay.aex.ca.uee°.��vrr�sr,..w�nm.na+^ame. (INVERT FOR I.E. EL S.5' FINISHED GRADE EL 8.5' `-r .�¢ ..Num.ra• �tlb �� �m�� �� `...... 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SANITARY PIPE LINE PVC WAS1E LINE SD R 35 V/NPBB C0WRESSOR awrwn••iA°.v1B. z SDR 35 (INVERT FOR .. .::.::..:.::...:..:... lbM WW�Etrwn•wuYb�.tia.•nr•mmnvWvnN Weou•r•rmmrmem P••.y..eyav 3-0, [6]2'DEEP LEACHING GALLEYS BARN 6.5) 8 EL. —— .Tn.wo.N:...we.,,„N.ea.•..N�o•v... ..m...b.,a,.a.,a�m. 4.0' [J)2'DEEP EXPANSION GALLEYS --I PRCP03'D HEGW � o EL 2.5' .�;on$ ox«.,en�..++e .,d,e.,...awo.mb,w.a�x.aa�m-.e"�oev..•.• a HYDRO-ACTIO4 HIGHEST EXPECTED ul N4400 GROUNDWATER z> BACKFlLL MATERIAL TO BE CLEAN SAND&GRAVEL " 10, m I CONTROL PANEL 8t AIR PUMP ELEVATION mnarAw.,.r. LEI ;Z GALLEY DETAIL NOTE: NO CUT OR FILL REQUIRED N.T.S. N •aa wa.+.umoyv.ae,n.zea...•m.. <j HYDRO—ACTION AN-400 DETAIL U)p.weamme°poa°em,m..Am.P•.•aa.v Naua,xeu,...ea Z . TMNlx�rda+py,e,peraemmrye,°°,reenn°P,e,NaM V+m••Iwa.•a.•bM �I_' P�awe.pwea•amblai l.yxtrx:.0 SANITARY SEPTIC SYSTEM PROFILE TM° � Qom POLYLOK 20" ° „�op,m P.x•nw•.amam..v°x�a+�vw..ea ..r .ra•pw.a.m.e.m+m...ao.n�.v.mm.•.u..°.am.a DISTRIBUTION BOX ^•py�•^•'^^•••nb•@w.+•av'•bw°••.e N .T.S. PNI3I Ewa 120105 W/LOCKING COVER no dTM s.°.ate em x©-G Cm In PNE AND SECONDARY wrrspn°,..°nwa.`°`•p°'•"°°�'"si°w'°•ma.bwr+�°'e°b°'°w. e=—y'`r '• [}�J=✓sPwr , SAFETY COVER AT �ucM.n.+.bea,.,.i.wm mw.a.wv.so.�pw••bvw. nwTMwmabp.wewtr..�b emw.•e..w°e,xor.P�Pb°P®e.. GRADE v,xA a ury < ' cK °v. R�� u.B ru v/ RECUS.RATBXS c.AsatcoAaAKiaA rmm `r�rs----� FROM DINTS PTO LEACHING FIELDS PROVIDE SPEED LEVELER ON EACH OUTLET 72" THICK UNDERDRAIN FILTER MATERIAL TYPE 1 3 B POLYLOK D—BOX DETAIL �W ,�� - M n z 1A6.1� N.T.S. 1� i✓aB9BC 'CEDAR Ltsff'-RI(d1T-ff-VAY 6•50'A0,•'E LR,�B 10 .«° ..ro.e,..,,.Ka n a. r-1 e 6 °` C' LR a, v vmvunR.T e°n.n C116.57' 33.33 • % ' �..\ IB Le Bpur CONCRETE uA°cvveu°xnu„v,Rbnbw.x.�.«oNcww 5-1 COLLAR 24• r-1 j''' RUR STOPPER END AUn PLUG ALARM „u«,rT°�ue,ww,r,:ux°. rmme avrcnrryNaernro,rxm„amuam 41 '.� 98. MVA IuliE CI S8 irEn RISER&COVER °' " " SANITARY SYSTEM DESIGN F FIBER JOINT PACKING G. O C/$EWER PIPE 3 BEDROOM RESIDENCE i (TYPICAL)E 2 P C BBUi �_ z a �o1 .,. jam w PVC PIPE u 3 BEDROOM x 110gpd = 330aod c i ' yrlpE BosE IT 1!A°ai CI 3' A�I = HYDRO—ACTION AN400 = 450gpd PLC BEND LLI �T D DEMAND TO STANK ia gg �-i' i,, S SPiur o w PLC INPUT FROM ORE(LNG TANK 'OASy) MOTES iIDAT SVITCM TO BE RATED 2 ASP AT I20\/MUmOM °• } �60' ' RAm PA1SL WSr1 ZCT Run BE PROVIDED Br MSTALLFR. LEACHING = 300 sf SILTYASAND r/:_t�(y ) BI WRE RED TKO ' T M w LOOS(S� S IS 16 1�i-m. GL 60°PVC WT£ HOUSE ADAPTOR Z V/GRAVEL <J VR � BE R p B YM N 60•[CAPPER M RE �E. Z ( ��<°� -' �A:�' a: cNElunc.ELECTRICA C LEAN OUT DETAIL Lll CD = NIXED SANG 13' 1%Pi m _ [6] LEACHING GALLEYS z � � V/t&AVEL w q a wRBmwnm .t IIfEB FULL 1zolos N.T.S. [3] EXPANSION GALLEYS V o N (SP) i\ Z °n -35'ED 23 IIEGV. ��� p ' co WATER IN O`; 86 L L � lDXED SAND T+ - W F I 2 X O m of TEST H]LE BERING BY : : ""':'t'"" `t< ° °�` I LLI a a SHAVN R BAW3 KS. �' =`' * %� 12/9/2021 1' = $ GRDINDVATER ENEBUR ERED 35' BELDV SLRFACE GRADE KEVIN KEYSER 1356 GRAND AVE. G MATTITLICK, NY I yM K ,,t`` y a, �a• �. SCTM#1000-107-03-11.6& 11.7 AREA FOR HEALTH \94�N z3 y � o ' S�9s DEPARTMENT APPROVAL STAMP V HOUSE N 65•3p,pp' :.hFr': ELEC. �3p•00" 2a.3T F:�;-ram-.- �.•`^"��.�. � PANEZ 14 W/ V EXTERIOR RA AINCDON BOX BELOW /a/ Cam Zvi,' <J31 y8• i' GRADE IN D SPRINKLER BOX 20 AMP BREAKER DRAWN BY'JF(JP SOSS � BILL OF MATERIALS I SEPTEMBER 9,2024 Gbh D ��{,� � a ie EXISTING o� �C$. t� jr°O ' � °i' ' CONTOUR TO I `-72 AWS OF NfRE/ q, i'' S SCALE:AS NOTED `� .(Q < f� s / REMAIN IN j'PVC SCH m ,� ,/ 80 CONDUIT PROPOSED Z � �p��S CONTOUR EXISTING SHEET No: c CONTOUR TO BE HYDROAC17ON USA m REMOVED CONTROL PANEL . SITE PLAN - _ — ELECTRIC RISER DIAGRAM 1 SANITARY SYSTEM+200 FEET TO WETLANDS LINE e)a. nva SCALE 1"-30• --- - N.T.S. PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 Betsy Perkins Paralegal Madison Messina, Paralegal July 24, 2025 Board of Town Trustees Town of Southold PO Box 1179 Southold,NY 11971 RE: 1356 Grand Ave. Mattituck(Keyser) SCTM: 1000-107-3-11.6 House addition/renovation with pool and pool house Dear Board members: Enclosed please find a revised and reduced plan for the additions and renovations to the existing house. Enclosed is a revised project description. This plan was reviewed by the building department with the architect and is not a demolition and reconstruction. Enclosed are five sets of the revised sealed architectural plans: T-E: existing conditions (1"and 2"d floor) T-P: Proposed 1"and 2"d floor T-D Ground floor of house with proposed terrace/patio, proposed pool and pool house T-E 1 North&west elevation T-E2 East& South elevation&cross section T-G Existing garage conversion to pool house Also enclosed are 5 original updated surveys showing the existing house and proposed additions. The foundation will be raised for FEMA but is only 4' above grade. There are no adjacent homes for"pier line". My client owns the adjacent vacant lot and to the southwest the homes are much closer to the water on smaller lots. I have also provided updated pictures of the house and garage. The Health Department has reviewed the sanitary system, the new sanitary system is eligible for a grant, and a DEC application has been filed. If you have any questions,please do not hesitate to contact me. Very truly_y s, ricia C. Moore Keyser Property 1356 Grand Avenue, Mattituck 1000-107-3-11.6 PROJECT DESCRIPTION (Plans dated July 21, 2025) Raise foundation 4'to the existing two-story house for FEMA compliance, maintain existing house 50'from wetlands on Long Creek&no closer than 75'to wetlands on adjacent parcel(tax Lot 11.7)with the following additions&alterations 41'2"x 38'9"which includes a new kitchen on the first floor, reposition interior rooms and relocate interior staircase, extend front porch (total size of front porch 19'4 1/z"x 12') Proposed covered porch 246 SF on north side of house, proposed deck (230SF) on east side of house with steps to grade, On 2nd floor addition and alteration: extend bedroom over first floor(13'51/2 x 8') new stairwell from first to second floor(13'1/2"x 9'1/2") and new 2"d floor balcony(55 SF) on east side of house, raised patio (2,130SF)4'above grade with railings, a paved ramp (92 SF) and planters along the west side of raised patio with perennials, patio includes 9'x 54' swimming pool and 18.4'x 20'4", existing garage (repositioned and on new 4'foundation- FEMA compliant) and converted to pool house with 1/2 bathroom, outdoor shower and storage. 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't44` ,� i S':.: .,y �t�, :}�i(�.i.•q .°ilRf� t'!�(�1r Y �j'� �7E� 'y� �G' '%r aFaj y� s`� t /� }� �, �s �l .i• ,,:�. i,, cdIl'. Aq ,.,e .e,. a.�...Fa;f,.�.x.mdlJZ`s•,e?@�S#?sr„aY.�.i. �f�Y:,R113i.ta':zt.rA: •f( ,��d'`��:?"��L.�„�E�C�:�k:"r'i:4�?�o�ki� SYh..4 � �M. , ._... _.., 11, .�w ::•.+,K�As.�•ia11'S��r)L,.iy�..a, :v. ..h� DGMs ,: qrtyatF F C ( i O / t� / La moo¢ a // f '+. •��, �$pro w / l C ��� � `+� tr E�_ir` �•h-F xl',�Y'v I � t.b•+x ti'' 80 1 N i 44.9 -too � � 1 / . 1 f 2p, � 78 jog S It 't B rIK � I 1 7 w 1 Ix 1 171y Y„o� 36 / x 1 7 ) e 11:I;1;1;_1• 'il, 1 N O 1 � E ?� 40 r 4 a 1�WJ�y���1p�� LZ p91S / DWELLING FF. FRAME BARN 0 �k DWELLING LE. 8.5' ' /1 \ :, r l ,/ / , / / BARN I.E. U a Em al, ��20 moo, I /'. j s , r �� , / /' /' � /%• V o OAA / o �� / A // EL8.0' LOTAREA-TAXL0T11.6:49,746S0.FT.=1.142ACRES .'KEVITX KEYSER TITLE INSURANCEC0. PG 1-2 S/LTYSAND WETIANDAREA:4,022S0.FT. VEY % W/G TOWN 0FS0URI0LD BUILDABLEAREA:45,714 S0.Fi. DESCRIBED PR ERTY JPMORGANCNASEBANK NA DIGITAL RELEASE Is" `DTAiEA-TAX`DT11.T40,535D.Ff=D.922A°RE TT / MU(EDS4ND WETIANDAREA:13.100S0FT. �'M� I�0 MA N0.:2021-12Z �LYOF W/GRAVEL TOWNOFSOUTHOLD BU/LDABLEAREA:27,0f9S0.FT. 0 0 LD MAP NO.' DNOWR0LYS0pR°10K0P (SP) 35'EL:25'HEG.W. TOTAL LOTAREA:89,899 S0FT.=206a ACRES SUFFOLKGOUNTY,NEWYORK RREVISIONS: ELF NEW pMBE WATERIN TOTAL WETIANDAREA:17,126 S0.FT. S..7M.DIST f000 f07BLK: L f.6811.7 ,`Q1 t�W.M j'pP MIXED SAND TOTAL TOWN OFSOUTHOLD BUILDABLEARFA:72773 S0.F1. 5 4Q' 40 _ W/GRAVEL 10 5 0 10 20 30 40 50 60 70 BO 90 (SP) SCALE:1'.20' DATE:MARCHZa,2021 ^ ' xn.rmE .__ _. _-. .. IN N T0NAVD I9BB SOFT 20h ocwxo,onm L) �� '.♦ \\ SHAWN`EBARRONMS CELEVAENTZON G R-0� � a� ; _ M ALLO UIL OS 638 q0 ___._-yam ;._ �� GROUNDWATER 12ENC ENCOUNTERED TING OTCOVERAGEGr1,(B2°I'SQWT41.0% i `\x I .e vwnnv a \x smzcanvv __ OF-WAY I• E }46.10' / / BELOWSURFACEGRADE .160 smonrse / // ��` °�\ \` OUNDWATER ENCO / "\� \♦ \ PoRTIONTO BEREMOVEO• SO Fi .9144 ____— 'CEDAR LAN2_RIGHT- ! 0'40'. �' / .vxn.xna _ x\y______ _ _-_.__"_- ___ _ FROM EF B UR4 RATEMAP S. _ FLOODZONESOUNDARIESHSIEONASDEPICTEDAND _ ..-,�_.___ ._............... .__..____.__- __..__._.__ - 631 / SCALED FROMTHEF.EMA FLOOD INSURANCE JEFFREYW.HADEREA L MAPG- C -SEP7EM Efl 25 NYSVC.N0.:050538 \ \\ ALL PROPERRES WITHINERVICE 150'OFSUSJECTSOUNDARYARE ER N77W6U0'E �� •�r /� \ \\ IMPROVED AND SERVICED BYPUBIJC WATER 116.62' / \\ UNLESSNOTEDASVACANT , ,'� \♦♦ TBR:TO BEREMOVED z a , , � // \♦\\ y TW/NFORKS LA m ° j / 1 \ ♦ r� EXISTING DWELLING TO REMAIN B ELEVATED ND SURVEYING / / \ \ ♦`(P SEE PROPOSED PLAN FOR PROPOSED ADDITIONS srrmmxroNk+atraysawvmvc,NaeNND.Na,D �' /.• ``� \`♦\ ♦♦\\ \°fio. &PROPOSED ELEVA77ON 1881V.Ff0NTAUKNTGITIVAY,UMTE3 / ♦ ♦ F HAW TON NEWY0RK 11946 (V)631-369-8312-(FJ 631-369-8313 / � / / � I ♦a '£ ♦♦ emallmdDfarksiandsluve� hoocam COPIES OF THIS SURVEY / / / i / ♦ '� EITM PAPER OR ELECTRONIC,NOT % / / j j �0\♦ �.� ;♦ 7HELAh DSURVEYORSINKEDSEALORUMOSSEOSEALSHALLNOTBE BEARING / / / / ♦ ; CONSIDERED TOBEA VALID COPYANDSMALL NOTBE USED FORANYPURPOSE fir / ////II//// / ♦ if \ y _o c ° \ ♦ \ m S.QTM.100.1073-12 anZ / irG fir \ _ _ ♦\\♦\\ �09 TOWNOFSOUTHOLDDEFINMONS - / // / �C ♦♦ \ ma's ThemBUILDA otalota a ° / /0� \ \ \♦ Z "Pc, 'P; The area otalof remairirg a&erthe mirimumyardandopen space requiremer4s olWs chapter have been met m _ '- °° // ,1�\ 'Q ♦ \ ♦ �' 'P!< BUILDABLE LAND �� j // 4/' //' ♦�s\\ \\ 0 The area ola ktorparml,notirdud'rrgg DaB squareloofage ofGdal aid heshwaferweBaMs,WHseaward of Be coastal.rosionhacardareafire,beades.110,prinarydunes,semMary dares,orurdenvamrlaMs. �a / �/ , The tems'weUands;'beaches,"dugs,'ard LMematerlards'shafhave tM meanings set fart It Chapter275, __ \\\ Wedandsand Shordimofte Town Code.Thetems'ooastalerosionharardarea line;ydmarydures'and'seceMary dunes' V / / �♦ b +\\ stag ham to mearungs set fodhin Chapter 111,CcastalErosion Ha:erdArea%oflhe7own Code. /L / / ♦ 9 BUILDING AREA The aggregate of the madrwn hodmNelooss section of the buird'rgs on a lot measured between the evaier/aces ofwaBs. z° / ' / / ,/'/ F♦ \ (1)The rerm'duldrgarea'shaf irn'ude the folio 1g: \ (a)Bakorms. / I • /' °° \♦ (b)Terraces,patios,dads and otherstumres abore the firishedgrede. / ' , / / \♦ (c)Swimmingpools.tends courts and other siMrarslndures N 7729'00'E 110.00' . / , ♦ ° (2/Tletermtofirg area'shag exdude the lolWwirg: / / ♦ \ (a)Conices,eaves,guUers,climreys aMfirepraces,project not more Um 28itches from eriener wags. �/ \♦ (b)SteTsmdopsnporGes,Wolecan9 rotmore than Trvehel m exterior waft ardhaving an area of net ♦ mare fhan30 square leaf. /-° \ ♦ (c)Fnsf-slarybay windowspojec8ry not more Um three feet tram exterior wags andextedoreagard—jamlectirg °B //' �' 1 ♦♦ ml mom thensix lest lmm exel walls. The area ofa lot taken at ifspedmeter,exelsNe of arty portion w&fdnapubcorpdvatesaest rgNof--way. c / / m / ♦♦ LOTCOV ntag o ♦ Thatpercentage of the buida6leWrdexistlrg onabt which is coreredby the buildrgarea. rn SGT.M,f00-I073-13 rn 1 / ; ♦ °�' / \I °° 1 -_ • `,� II l-_ -- V STRUCTURE An asumdyofmatedals,fomtingaceretrucb'on framedelcerrrporams"nusa/parts foroaupMoruse,irdudngbufZngs, I I *y.. I ; ♦ argenresupportstrucanes,ardsmallwlydecergysysfems. ac I :I as "'" ' ° \\ ♦♦♦ SWIMMING POOL 88.6' '^6 I \ Asfrudure wmaining anarUTicial6ody o/walerwNchis greater than sirleet long or wideaMgreaterfhan .i ,� a µ, I I \\ ♦\ 18 inches in depth atarryporm.Natural orman•madepends afbaNcs of which have a sropeoflesThan 45° X shag nor be Includedin Ihs deft ation N7729T70'E 110.00' 7.15' /1 I " x 1 I \\ '`a\ \ I 1 s'IL- ; / I ♦ 1 i I ` / \ Y I S.QT.M.100-1073.14 o Il f 400 / r ♦�� / N 1 1 !!!??!. �� � YOf m y F0p1hEN1G �•rc /\�� '•1,','„ _ o WOH AMPS I Ao.��;/, /. r.• /" _,�!! �!;,!;•.:;!;:••'' , , // 'S / gn If.PID�pG1EM' � �. I m1y. �, :" ,�.' k`;;!!;,ji!i!� � s a / e /•. Ica - ?.'♦\- ,i:'' '/,/��/" -:;�''� m - o i /'/ /•. Aa„o US "I; r,; �' /"�j eJ� ,�,¢'�� //',, // ,•g.//N� b0'E /if,/,, %�� :-. ate 6 ♦a �,.E"�/ / //./ .'dP B�p2 E 14 3� Z ."-so,°w+°""v .,.'ram 0 dos+ . 1 a / , �• I ��'e•-;\�'.^/� 1. 10153 C ,'S3 �•/ FOSSL O NOWp;y10�S /. IAG / ♦ , f. GERT RED TO:KEVINX KEYSER ELE.O' LOTAREA-TAXLOT 11.6:49,746SO.FT..f.142ACAES F/DELIiYNATIONAL TRLEINSURANCE CO. PG 2-2 S,LTySq/,,D WET[ANDAREA:4,022SO.FT. S�RVEY JPMORGAN CHASE BANK,NA R,/GRAVEL TOWN OFSOUTHOLD BUILDABLEARE4:45,724 SO.FT. DESCRIBED PRO ERTY DIGITAL RELEASE /� IS" L07AREA-TAKLOT 11.7:40,153 SO.FT.-0.922ACRE S1 �1 T dT -/.1' } jx/�• JOB N0.:2021-122 WETLAND AREA:13,104 SO.FT. d OVIDI� OR O4L OF MIXED SAND TOWN OF BUILDASLEAREC'27,049 SO.FF. MAP NO.: FORM p W/GRAVEL OWNO H FILED: .Dp NpW Y B.pP s ISPJ SUFFOLKCOUNl1:NEWYORK REVISIONS: 'J"ERL 3.5EL:25HEG.W. TOTAL LOTAflEA:B9,899SO.FT.=2064 ACRES S..T.M.DIST.f000 SEC:f07 BLK: T11.6A 117 �rvOF NEIy�o WATERIN TOTAL WETLANDAREA:17,126SO.FT. —�xusiat a-i / .4 MIXED SAND 70TALTOWNOFSOUTHOLDBUILDABLEAREA72,773SOFT. 10 5 0 10 20 30 40 50 60 70 80 90 S`Ep dy'f W/GRAVEL SCALE/'=20' DATE:M4RCH23,2021 ELEVATIONS HEREON REFER TO NA VD 1988 .maa�menu m.w.ann. __ _ wo \ O((SP) .11.0, --- �_ I S RAENTZ G.R-40 owvuv,mm HAWN M.BARRON US. --._-__._.__ •-.____------------_--------� . GROUNDWATER ENCOUNTERED 5 ARON70 R 16D <•0'A ) •144 SO.F7.=20% sraexvm '�' \ 7ES7H BORING BY CU ONIN /'. ,xs smemraa+ 10•/ __._.___' RIGHT 6' '/� 44\\ _ . n �� \\ \ ROUNDWATER�1UNTERED3 EXISTING LOTCOVERAGEGf,f�,S01�UILDAREA 0558 4p'E / / PO BE EMOVED: SOFT. 0(ANDS\P" _ --_._.-..__ �50- -CEDAR LANE" / O __._.__\— ---- .____..._______.---- ..__________..�_ P ,095 .=11.1L.S. y ----------- MAP NO 36f03C0I43 SEPTFIL 25 2009 ��MAP PROPOSED LOT COVERAGES SO Fi % JEFFREYW.HADEgEg f FLOOD ZONE BOUNDARIES HEREONAS DEPICTEDAND NYSLC.N0.:050538 • • • • • • • • • • • • r \ a \ SCALED FROM THE F.EMA FLOOD INSURANCE euaffruxrmwmm,a N77116Y10'E � / / / \ \;\\ \\, .: - T 116.62' -13. i \\\ \\ ALL PROPERTIES WITHIN 150'OFSUB/ECTSOUNDARYARE ♦ IMPROVEDANDSERV/CEDBYPUBLIC WATER C / UNLESS NOTED AS VACANT z R TW]N i i/ / /\ \♦\\ N FORKS m / ♦ \ Yv EXISTING DWELLING TO REMAIN&ELEVATED [,/]ND SURVRNG / / �� ♦\ ♦♦\ \�o SEE PROPOSED PLAN FOR PROPOSEDADDRIONS svcosnam�o.Ns MNG,wterzvD.namrs / /-^ / \ ♦�♦ A PROPOSED ELEVATION 188 W.MONTA UK HIGHWA Y,UNITE3 HAMPTONBAYS,NER'YORK 11946 / / /' / ;�d I \♦ � (V)631-369-9312-(F)631-3694313 it p ♦ ema2,nvmlbrksfwdsvrv ,e oo @y / / / //' b♦ -r�i \\ COMESTHELANRSSUAVEYMAPOSEAP R EUBOSSE SEAL H LL NOTROIG 1 / / / / "5♦ 'gyp ♦ CONSIDERED AVAL 1NKEDSND SHALLLBOSSEDSEALBHANYPURP BE CONSIDERED TO BEAVAl1DCOPYANO SHALL NOTeE USEDFOflANYPURPOSE ^+ S.G.T.M.100-107-3-12 �� / � / '�" \\ \\ �y09 TOWNOFSOUTHOLD DEFINITIONS BUILDABLEAREA ♦z \ < The area ofalot remaining after Be mitimumyardandopen space IaWiremer&oltNs chapter here been met BUILDABLE LAND v _ FIR TAearea olabtmparceL roti rg foe square lco gl8da/andheshxater weearcls,lardseawa ,Ift fCnI / / \ \\\ masblerosienharardarea E. beactes,bhr8s,/ CQ \ pd terugnds's h—I/es,or urdematerWds. Theterms lveBards;Tleades,'blulh;erd'underw•aferlards'shallhave Ile meanings selbdh in Chaprer275, / / \ Wedards ardShorefine,o/the Town Code.The teme boasta/erosion hanIrdarea6 ;g.'Pdmaryduros'ard'secoMarydunes' shall lava to mearrrgs set forth in Chapter 111,Coasta/Erosion Ha:ardAreas,olthe Town Cade. BUILDING AREA The aggregae claim aneI"umtedmdalafollom on olthe bu00ings onebL meawredbetween the eafimrlaces olwa0s. sa / i• / p4°// ss i ♦ (1)Theterm budN'rg area'shdlirdude Be7o8owirg: / i i s- / ♦ (b) erraxs,lefios.de&,ardothers0ucfures.15—the fi-hedgm*. N 7729'00"E 1f0.00' E ' sf n ♦♦ ,♦ (c)Svimmirgpools,tenris couds ardothersnn6arstnaiuras. // / P /�// �-__` ♦♦ (2J The term 3rribirg area'sha0exdude Be loBowirg: e d9/ ♦ \ \ (a)Corrtices,eawa,9u8ers,ddmxyswirnarethan prolmit extedorwall anchevirgan efrrots. n�-'� / /-� \ ♦ (b)Steps ardopenpoMes,pre/eW'rg rot more Ganrwe leer mm ededorwalLs and laNrg an area olrot v5 // ' / � /// 1 ♦\ more than30square leer / �0 1 ♦\ (c)Fust-storybay wi dowsprojec8rg not more than three feet from aderbrwalls and extedormfiudoorspmjec&W / 1 \\ rotrtere BansG leethom ededor wa0s i// / > i I ♦♦ LOTAREA I / l ss. / ♦ The area ola bl taken at Itspedmeter,ecdusive ofaryponion within apubrx orprivam stremrigNc!-way. m S.C.T.M.100-1073.13 m I /I/ \\ .,, / 1 ♦\I LOTOOVERAGE I v Thatpe=ntageoltlebwldablerandedsOWwablwtichisro mdbyttebuidingarea V �`--�', v l I' /♦♦ STRUCTURE I �� I 1 ♦♦ An assemNy ofmatenals.fomagacorabucDon hamedolwmponer45Wdurellarts laomrpanry cruse,irdudrgbuL�ngs. I � FY •. � I I s \ \ ♦ amenna supportsbuc!ores,andsma9 wirderergysysfems. Ssftcfu GPOOL ,I(/ \ A strucbre coMairing en ar88dal bodyo!water wfuchis grederthan sixleet brg or wide andgreafer than N7729'00"E 110.00' 7.15' /1 r N 23, 80 I \ �♦ \ 11IncMs/n depth atan,=rl NaVormanmadepon Is a116�Na of whichta.askpeoIlmIhan45- 117.15' 1 \ °4♦ \ ♦ afallrot6e" dodIn lAB deft. / 1 ss \ � 92 1 / \I ♦Q \\ k I \ 1 / 1 ♦ \ / 11 '40 11 r= % ♦♦ / If A ; /l iP '-" i/ / % PROPOSED POOL CROSS SECTION S.CTM.100-1073-14 11 5 iex°"*�'�ar / I i��' /• 's PROPOSEDG E 20.9 80• I I / SWIMMING POOL ,� Mill ,I�1 s I I \\ ''i:i i,' :jii 1 / �,N a 8'(VEAIFY IDTHWffHAfiCHITECi/POOL CONTRACTOR) NZp• , / 11 °�2, 56 / � ♦3, / GROUNDWATER EL25 �?�14 e\:S, p0$ / / .� ♦'19 /.' m og ORFORMPSM Of ;�5,'ydo♦q0 /'•/ I5 \pNDRGIE 4,::ili'i-i i ter; M1A 510�4 / 00Jk /v / DWELLING FF.EL:iaw E 7J // IRi 111IFFEL:75' R 659VOU /i1,/ _ d ♦d F+` S CONCRETE COLLAR p4.sL' ___ / �' d / /4, WATER TIGHT FRAME&COVER N 24°JOOO•W �""°¢�...}::.—.i ...—... § 9d s s' .•.y TOPPER END PLUG W/APPROVED LOCKING MICE D-BOX CONCRETE COVERS &SECONDARY SAFETY LIDS BELOW GRADE 69.€f E090 s�'� - .-' 0 v / / Ft RS /f7NISHED WELLING LE 8.5- GRADE EL 85 BARN LE. - S �\ �. �e \ / / e / �j�l � 9"m in. 1 MIN � II In C BEAW 4'MR F7Ff MAX � CLEAN OUT LE. LE. I.E.IE -I. 6.5' 6.4' 6.2' 6.1'�y 2 1/4-PER FOOT MIN \� . PITCH FLOW 60' � � '•� :::vi-.;:2'-0' "-, '--_-•, -/ \ Lip Yyo 1 ! / / // MIN.4-DIA.SANITARY PIPE LINE SDR 35 (INVERT FOR 1/8"PER FOOT WL 6 2 DEEP LEACHING GALLEYS N9o99 ,/ v// / /// �♦ /e /,/ O BARN 6�5' 8 PVC WASTE _J O' /] \ o o ) EL. ry- T 55E� \ cos 243s t S. / //'y m♦ // / — — H I..:11 a-m_ r:_ im GALLEYS V HI 2.S YI yo t•^ 4.0' (J]2 DEEP EXPANSIO C �9 -vm q // H1DR6AN-BUJ GROUNDWATER HIGHEST EXPECTED /. BACKFILL MATERIAL TO BE CLEAN SAND&GRAVEL \ .,-,Of '��go i/ // //. GALLEY DETAIL NOTE: NO CUT OR FTCL REQUIRED OWEp\. % HYDRO—ACTION AN-400 DETAIL 'wpNO pANDLELS , ♦'\ ee �' SANITARY SEPTIC SYSTEM PROFILE 7 N .T.S. / \ rKV ss.2' a:�g T9 cG I \ NI��ATn 88.6 ♦g>":. p. �i\C\ 1 // •../ \ ON\ \\% c V v7 o a \ 1 t LYS lk 1 / 45.6;.- I ;' 54.8' _ / I --- 45 �& G�• co s a 2l qo 48.A. No / #L9 V \/// /• �� '`��� ��O°G� `f r A/ !nI It CL OR FORS PSK R � Q�� ,- - ._ ,,��s �i a+ ° ;' �' �'s�s . Sag6'O-A &°/ / CO p NO OEllb �•N' ��G� �72'\ �� \i r /' /i/ i,/�� J\— G �.�� :� � OO 3�'/ // � /•' �`�"-- ------------- - ---- --__� ID 41 WIVE 1JM V N 3 - 2 ` / 4 ATIVE WivETS-ErRE 5ERR5 O61IW 24.32' ? �LV030' NATiv' NZ4 NAnvE IL WLF-B- �ipae r -,o hll (N I K y o Y PRAN6 +A✓ a,, '-- �:�'-- n� 3, N�G¢EtEB°E �v2o ���2� � \ 11 ,gip`j �,�p�/ // Qp`5 /•' O 1�--- ---- =--- -- ---- -------- -___-- ?:� ONR D R� _ \ �/ �j o.n .� / c m NEO SE °D1N0 O� �'A;p— p, / / of � �, ^ a RMER1. / EL:6.0 ORFO �S o-� SILTY SAND AND NO DPv�D LE ,/ /� /' W/�A EL / MIXED SAND / W/GRAVEL � (SP) PROPOSED POOL CROSS SECTION / -3.5`EL:2.5'H.E.G.W. S 'RSµSOFFRAfE uNREmrom aRETa r EuauNrEE° WATER IN TIMESSALIRVEY EV DENrAT NE iNA�OFSURVEY. MIXED SAND N AEr1OTESTRIX rs15H TO PROPOSED GR DE HEREON FMDLWAND CNRES roTHE W/GRAVEL aERTYUNESANEIW ASAEGF° EL:10.5' (SP) HIRFOSEAN°USE ANDTNERE ORE ARENOrIHrE—ToGU1EETHE ERLa:PONOFFENLE$RP NING -11. waus•v°as•PAT=vLANRHs aREAs.a°arlars ro 6�nuxAGs AND ANYOTHER LONSTRU°TM.. -------------------------PROPOSED 9'X 51'-------------------- _ TEST HOLE BORING BY UNAVIHOR¢E°'LIP/RMORAO°iRM/ SWIMMING POOL SHAWN M. BARRON M.S. A'�°"rs � S x=n TT D3 OF THE NEW YORX STATE 12/9/2021 coA,LsaFTwssuRVEYTLavxoreEAwH° iNE UVIO SJRYEYORS INFO SEAL OR ENEf?SSED SEAL SHALL NOi EE CNrs10ERE0 GROUNDWATER ENCOUNTERED 3.5' nrr .r 1�1�1��/IA/1/'YTII IAl/TI I Af1/NI 11Tr/�T/I'1/lnl nnnrron�rn oti n AI rFRTCV:eirIVIC INNfITED HERONSNALL RUN HOUSE CONCRETE COLLAR aswasmmaawulErn.,m.l. F.F. EL. 16.3' WATER TIGHT FRAME&COVER s.n.nmv.awovrs•.m _ _ STOPPER END PLUG W APPROVED LOCKING DEVICE CONCRETE COVERS r ^.�"w• TI�P"�"mo,p.m,me.wls.ruumn / ¢.u�*¢:eF. .,."ml+m+re.m.lsm¢au"avrsR.w.ew l+w..a�•m &SECONDARY SAFETY LIDS BELOW GRADE r,�;y` '�- a°ipin'"'° I'°°rAu..a'°'�°u���'''°w I•awcenylsss'°"na>n•cm•¢..+ t x maM�� wnw�•'y..Ama FI 65' FINISHED GRADE EL 8.5' (INVERT . �vy'r' usma.avaavrs...•a•.ae,m..rs.rssm...w.aa.n�+mm�..,nmw.¢ I.E. tl, ram,,..°usl,....e,m¢.I¢,m..••P•.m'al=NVEN FOR 10.0' c r.Frclt�-' .�vaam ..nv.,•"a�e...men.¢aa=.mw�ea'a....ay.uop,w AFFlC BEARIN 8'min. 1'MIN. m AABS I ---------�-r a�«ms.'ay.ein�.n..•nm>•�I¢.mv.•m.•nu.,..wo ...e 2'MAX w•'•r=.w•.xr.w.r.a.aamu....arw�e...nm.avu¢e aA,.Pm. •.°fin wwmw•m,+•was,re�w..a-se...n.'aiemr.xw..n...m®.e..u�u 4'SCR PIPE LE. LE. �'��' :��'��:"'� LOCKING COVER DETAIL r,..maa¢.."s..wmma.a=.d'•. N.T.S. no.=,.s.wns..•.w«.we-�R.d�.'•ees..m. wvo"".,°w..e..�¢a..so.we n•...P•m•a:o.um e.aws n•. OEM CUT6.5' 6.4' .�:1��;4�1`c`.3''�=t�' swa..°•ne.wn...m,.u°a 1/4'PER FOOT MIN.PITCH FLOW 1/B•PER FOOT MIN. I'E' ' �' ''"""'""=2'-0' 6.0' ' MIN. 4•DIA.SANITARY PIPE LINE PVC WASTE LINE '%- } `s'-` SDR 35 SDR 35 -•: •:.::. v MPi WPC@RPRESSVR PNIEL sw.sr smm+ ar mw swims•'v"orrtse mar�.war..vaw¢¢n.emn.au 7 (INVERT FOR [61 2'DEEP LEACHING GALLEYS > w�sa �rom..ma.a. .wdwm.neyawu.new.m,a+aa«•ne.v+ LQ BARN 6.5') B EL. 3'-O, —— °wrsl.+mle wama ,.n'.a.,Mww.on.nm.m,a«¢. [31 2'DEEP EXPANSION GALLEYS HEcw p EL 2.5' — HIGHEST EXPECTED AN-400 GROUNDWATER z} BACKRLL MATERIAL TO BE CLEAN SAND&GRAVEL O1 II III II I CONTROL PAAIFI Jt. AIR RUMP T=1 FV4TIn N e.a�Rm.•.n. wZ GALLEY DETAIL N07E: NO CUT OR ALL REQUIRED N.T.S. �� �^ .•I.^•�r+•^w=»n•.nmw,e.a¢n•¢a°.'e.°'"• U HYDRO—ACTION AN-400 DETAIL . r.Ml.�o�. .�M •�_ z� .mm'aemmgwmwr mn O'•,.aM•mM Q— SANITARY SEPTIC SYSTEM PROFILE `TM�A R•..ter¢. w.,.¢r R�.,a Q POLYLOK 20" ¢PaA+..e.eo-MnPr••.e°°m..M,dre¢vv.�sa DISTRIBUTION BOX ` "'�I""°'"'°'va�•�°� rygwr ��� Q '..m,«.�.almavrw•¢w.u.an.wsa....s N .T.S. 101KR mmltT 120105 W/LOCKING COVER aw.o•.TM^ �••ii0 • _ cm ,R AND SECONDAjA m� ,^' •w"v°'•P•romm.mbmwee..n.ePnl.ew.wmw. '•�Y SAFETY COVER r w>a�°�On wee crm°aPwPm . Z N �a Pw e� GRADE cy Mz 'tea=r. Isn Fu <�/� r= --�RECIRC`Flap RaTQLS� Gen•wl Coatl—m Nan U) FROM OWTS —PTO LEACHING FIELDS o CR] '�FQ�Z� uFm,miwanunr Ms ^� i b---�'•--®�''T,'Y Rn¢R wP RnI U w•.s..vsv.w,=,al,.o.. wue usv PROVIDE OUTLPEEDET LEVELER ON EACH OU 11Ei cw _ 12" THICK UND �/ �vl.mw.RaTRGSi ALTER MATERIAL ' 6 --�I C01P I..IV!IISV r¢iu ivxso¢mrwm • �1lAK•_r H___--;;OTOt,SI F1A .w, .uc ¢ POLYLOK D—BOX DETAIL �•����ww ���� ��. ¢ 9 LRl-0t P®Im b msurt••Ie Mv[wnmatt["urn°waxm¢emmum[n2 z9� y46.10 LR L N.T.S. :¢n�w¢FM MM¢ wrm�w,m�¢d.w•�a.au� .09 Lou-RIO-IF VAY 6.So•ao",E N�k f� T=rM.owMPasm•Yraomw C 116.57' 33.33 " % �.\ I6 nmUi CONCRETER 24•OLL ¢.uwvawnu,m°vms,uun se,ecw¢cwns STOPPER END TTl / �', Rld aUR PLUG 5 6 �' C CP. ISa FNTE aLNtM riouM,muen¢w,enurt. •men¢vcnmMwntor»xvvawun,bo My C n=rt.anr.rexw¢�tuuuwM♦ RISER GO I & VE �: SANITARY SYSTEM DESIGN RBER JOWT PACKN'G ° pp ^P E our 3 BEDROOM RESIDENCE qAy y /1 C!SEWER PIPE (1YP/CAL) z r0 dryY/ y� S - ' CSR 12 PLC°�'B PVC PIPE DJO34 3 BEDROOM x 110gpd = 330gpd O JEF SDR J5 TIME=E n PLC INP BFND A/I = HYDRO—ACTION AN400 = 450aDd w ' nEMaMn •- FROM DKELUNG TO STANK RPM, �"' IB PLC[rBUT G `? H R.F ,SVITCM m HE Rao R alb AT 12RV MIIUIRRL } 16.0 �t6P Raw PNel mswaEcr MUT nE PRwnEn RY wn•,,v° LEACHING = 300 sf SILTY SAND anti S > vs n, n SNCn LIK3 MI.—PEMS NOT CmJIaIN w THE PNEL.V CL 60•PVC MYE a TO PVC Z / ' � ' REWIREp TlYt011E FOR TERMwaL DLOCK$[REVS IS 16 HOUSE AOAP TOR W V/TA1rt a SnD' FIED VQ NG MST YE a WNLRM OF 6PC C PO VIRE LU (SN) p') CHEMATIL,ELECTRIC CLEAN OUT DETAIL USE: W K _ 1D' °° p)Y s�� [6] LEACHING GALLEYS = z I- RJ)SAND a� ^ mnansosan a as mrEn LZDIDs V/WVEL N.T.S. [3] EXPANSION GALLEYS V ¢ 0 CD (SP) -35'EL,23 HLEV. M. ��� (n zz m VATER IN ) ND1 D SAND _ Q -'-'- 86 w X co V/GRAVEL „-Y+` "rc�K '� = 0 O TEST 19LE MG BY � �'�: m�.¢ W a Oa SHAVN N BIY(R[N KS. 12/9/2021 y ^' s fit01NDVATER ENCBUMERE➢35' =µ:r, O BELOV SURFACE(RA➢E ' 'r`'::= '- �� KEVIN KEYSER �s 1356 GRAND AVE. MATTITUCK, NY c SCTM#1000-107-03-11.6&11.7 AREA FOR HEALTH r =r�`� 'fix s 9 DEPARTMENT APPROVAL STAMP A�•.. -' A HOUSE 0• PANEL EXTERIOR RATED ` u.`1•sw.. .Rn ,L110 v S :' G` A/NLndV BOX BELOW GRADE/N .:pTY„• .� 55� �• jli '� DRAWN BY:JFIJP D Qs e SPRINKLER BOX I 20 AMP BREAKER �y F BILL OF MATERIALS I SEPTEMBER 9,2024 ', EXISTING CONTOUR TO 2 AWG OF WRE C i ✓i'� .� I !' ''`s°j REMAIN /N j'PVC SCH SCALE:AS NOTED %'' BO CONDUIT PROPOSED Z \pY101D /'' CONTOUR /4EXISTING SHEET No: c CONTOUR TO BE HmRDacnoN USA tT1 I REMOVED CONTROL PANEL SITE PLAN KEY _ -- ELECTRIC RISER DIAGRAM SCALE: 1• 30' 1 SANITARY SYSTEM+200 FEETTO WETLANDS LINE ew�_rv4 - N.T.S. z . , Lf SHED ROOF ROOFED PORCH DINING loll Ll MUD ROOM BEDROOM SHED ROOF KITCHEN LAUNDRY O HALL BATH ROOM 0 PANTRY HALL PONDER RM. 3L HALL DOWN O O SHED ROOF BEDROOM LIVING ROOM BEDROOM SUN ROOM UP STONE FIREPLACE EXISTING PLANS \�� OVGLAS o _ os o with OVERALL DIMENSIONS PLAN of 2nd FLOOR PLAN of 1st FLOOR j EALMT N 21 JULY 2025 XIS I G yDy'h EXISTING NoyTy REVISIONS: -�T 01230A RENOVATION &ADDITION to 1356 GRAND AVE, MATTITUCK, NY 11952 MAP#1000-107-3-11.6 DOUGLAS PEIX ARCHITECT P.O.Box 1444 MATTITUCK,NEW YORK 11952 Phone:646-643-9B88 doug@dougpeix.com for TRUSTEES path:[E DesktopE/wmputer/:::-FINAL-1.dwg] FIXED SKYLIGHTS - -�- '4Q� A •�++ FRONT I _ ' +••'+++++'++++++'+''•+•' PORCH#P1 '•�'• ROOF% I I 1 I I I 19 ° . . . . . . . . . . . . ENTRY Q1 I 1 18 e ' .' I I I I ♦ . ♦ ♦ . n ________— --- . . . rz—sz—r'.+ ++ I 1 18 e BACK +' ' ¢ANII�G'. a•. �+ i I LIVING ROOM Q6 PPER PORTION of U PORCH QP2 +: HPC4 83'+'++1�'. ' .+F.NT�tY+ ' STAIR I I I ROOF LIVING ROOM Q7 . . . A . ...a�+..� ac'ls Q WELL Yg I I I I I I 18 e + �+ �++ I I I ♦'+a a'+ • SIOf�'p(.''E' • I I . . • eLosFr Qa.': x �aa . . . III Q ♦'W I 16 ' ' �'Q9�'a+a'a I I I I TERRACE 'ai�om+c (j�� t♦las[ns o l I I Q ♦ '.�._,!". zsr Caen I I 1 + + . . . Do 18 �-- surioa © '+ '+. n LANDING 014 16 n �� To- z. MASTER CLOSET 3 ;B °� .'bo' ova 17 DRESSING HALL 011 �b1 I,y w� 14 O 09 BALCONY MASTER BEDROOM#10 �o' � .�+ � W�m ®17n MECH.CL. c �mg ''' #14a a. O . . .'. 19 EAST B.s. n CI CL E R#15 �\ BALCONY #17D Q16D ��g MASTER BATH#12 D I . . . . . . . + 1 BATH#100 E BATH #16 Q 7R # �y 0 0 12 10 I 12 • O 11 gr$g NEW IEXISTING A MASTER BEDROOM#10 SECTION A—A SHOWN oo Q 1a 21 OQ P_1 1st FLOOR PL�N-PROPOSED P_2 2nd FLOOR PLAN-PROPOSED T-P SCALE:;"=1'0'- ® NEW T-p SCALE: "=1'0" N R" E� PROPOSED PLANS \g� LAS pF� ���. NOR PORTION with of HOUSE NEW OVERALL DIMENSIO PORTION of HOUSE 21 JULY 2025 PROPOSED 1 s t FLOOR ° + ° r ° REVISIONS: 01230a T � . FLOOR PLAN PROPOSED RENOVATION&ADDITION to 1356 GRAND AVE, MATTITUCK, NY 11952 MAP#1000-107-3-11.6 2nd FLOOR DOUGLAS PEIX ARCHITECT 1444 PLAN Phone: 43-9 MATTITUCK,NEW YORK 11952 Phone:646-6439888 doug@dougpeix.com T� for TRUSTEES path:IE DesktopE/computer/:::-FINAL-1.dwg1 EXISTING BARN CRUSHED STONE DRIVEWAY , 7 RAISE BARN SO THAT PEEK OF ROOF IS NO MORE THAN 22' ABOVE GRADE LOW PUNTER LOW PLANTER 5 JB HIGH RAILING 06 HIGH RAILING CA _ PATIO-CONCRETE PAVERS PATIO-CONCRETE PAVERS v Li AREA P2 0 Roo" ON CRUSHED STONE DRIVEWAY El PANTRY i$g 0CD p o z 6 , 7, y O v 8 2 _EAST SILHOUETTE RAISED PATIO,POOL 8 HOUSE OF RENEWED HOUSE ' GRADE 5'DEEP POOL 4' GRADE 0 I z m'0 55 �' SECTION THROUGH HOUSE,PATIO&POOL 0 5 0 Pi Y PATIO-CONMETE PAVERS g_1 LOOKING WEST N O �O I 7 7 7 TS NOT TO SCALE II II m II II 4 I y I ]6'WGH RARING -------------~--- -------- I PATIO-CONCRETE PAVERS N D l PROPOSED 9'x54 POOL' Q0 I — PATIO-f GRADE C PAVERS PROPOSED ABOVE GRADE CF WOOD SBALLAT BOOR TO PASS THROUGH WATER —PA110-CONCRETE PAVERS GROUND FLOOR of H O U S E O) TO PAS WATER `1 W'HICH RAILING -HIGH RAILING I V - IgH RN M w/TERRACES, POOL w/ PANG-WOODEN DEC B V N POOL HOUSE AND SECTIOK h'Cy� V SHOWING ELEVATIONS ' OV�'LAS p�'+ ]B-MIGH RAILNG �vq 7 77 , TREEACES, POOL & HO F-CWDX 1 4'8-1/2' O CA 21 JULY 2025 CD 0> Oelm v REVISIONS: 0 O GROUND FLOOR PLAN&POOL AREA-PROPOSED RENOVATION &ADDITION to 1356 m v P,TS NOT TO SCALE WithMATTITUCK, NY 11952 DIMENSIONS MAP#1000-107-3-11.6 DOUGLAS PEIX ARCHITECT path:(DESKTOP/PC/k saved(h:):::KEYSER TRUSTEES.dwgl P.O.BOx 1444 FFSEEHEETFOR DETAILED INTERIOR PLAN OF POOL MATTITUCK NEWYORK 11952 E AND EXTERIOR ELEVATIONS OF POOL HOUSE Phone:646-643-9888T� D doug@dougpeix.aom FOR TRUSTEES ISTING ROOF LINE EXISTING ROOF LINE NEW ROOF LINE NEW ROOF LINE �-XI [E] F ■ Ell] . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ',REPLACE EXISTING FOUNDATION'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'• REPLACE EXISTING FOUNDATION'•'•'•'•'•'. ;•TO COMPLY WITH FEMA•;';*;•;•;•;•;';';•;•;•;';•;•;•;•;';•;•;';';• ' •;TO COMPLY WITH. FEMA;'''''�''*'''•'''''' E/ o ,"GROUNDLEVEL,',' ',GROUND LEVEL',','•'•'•',',' NORTH ELEVATION r WEST ELEVATION SCALE. a — 1 0 „1 — SCALE: a — 1 0„ SILHOUETTE PROPOSED SILHOUETTE HOUSE PROPOSED ON TOP HOUSE PROPOSED OF OLD ON TOP NORTH & WEST Owl HOUSE OF OLD EXTERIOR ELEVATIONS ER RC PROFILE HOUSE GLAs y�>' PROFILE 21 JULY 2025 ] A. REVISIONS: 012304 RENOVATION &ADDITION to 1356 G MATTITUCK, NY 11952 MAP#1000-107-3-11.6 DOUGLAS PEIX ARCHITECT P.O.Box 1444 MATTITUCK,NEW YORK 11952 Phone:646-643-9888 doug@dougpeix.com FORTRUSTEES path:[DESKTOP/pc/k saved(h:):::KEYSERTRUSTEES 2.dwg] ISTING ROOF LINE ISTING ROOF LINE NEW ROOF LINE NEW ROOF LINE F Ft lv� L . . . . . . . . . „ .-1+; A i INGLES or STUCCO . . . . . . . « . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ____..................................... . , . . . . . « « . . . . . . . . . « . . « . . . . . , « , . . « « « cj .m . .... . .. *.. :`REPLACE EXISTING FOUNDATION.' +'.`+'+'+' +'+' '.REPLACE�EXISTING *FOUNDATION'.'.'.','.'.' . . . . . . . . . . . . •;TO COMPLY WITH FEMA,•;•;•;•`+;•;•;•;• ;•TO COMPLY WITH FEMA+;• +;+;++-++'•'+` +'+' +.+;+++ ;+; •.NEW 4•FIIGH CONCRETE WALL.'. EAST ELEVATION o , = r . r o SOUTH ELEVATION SCALE: 4" = iv, SCALE: 4' "= 1'0 SILHOUETTE PROPOSED SILHOUETTE FF 1 � � HOUSE PROPOSED ON TOP . . . . . . . . . . . HOUSE OF OLD ON TOP HOUSE PROPOSED —M Aft— OF OLD BATH CL HALL STAIR HALL PROFILE EAST & SOUTH %LAS HOUSE EXTERIOR ELEVATIONS F4 T PROFILE �an� I 21 JULY 2025 MBR ENTRY PO H REVISIONS: 1�1 R001 RENOVATION &ADDITION to 1356 GRAND AVE,' NEW 4'HIGH CONCRETE WALL MATTITUCK, NY 11952 MAP#1000-107-3-11.6 SECTION A—A th ru STAIR -S, SECTION A-A TrygOUGHHOUSE DOUGLAS PEIX ARCHITECT Tf2 SCALE:7/S'=1'e' P.O.Box 1444 MATTITUCK,NEW YORK 11952 GALE: 4" = 1'0" HOUSE HAS TWO FLOORS Phone:646-643-9888 doug@dougpeix.com T� FOR TRUSTEES path:[DESKTOP I pc/k saved(h:):::KEYSER TRUSTEES 2.dw91 Cl r-__________ K.soda I I I I 77 \ \ I I 11 II I tl 11 II $§ 1j I I I£ IE II II RAISED POOL PATIO REPLACE EXISTING FOUNDATION REPLACE EXISTING FOUNDATION REPLACE EXISTING FOUNDATION TO COMPLY WITH FEMA TO COMPLY WITH FEMA TO COMPLY WITH FEMA E-1 EAST ELEVATION E_2 WEST ELEVATION E_3 NORTH ELEVATION E� SOUTH ELEVATION T-G SCALE:4"=1'0. T-G SCALE:4"=1'0" T-G SCALE:4'=1'0" T-G SCALE:4"=1'0" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . POOL:'`: ` `�`�`�`�'�` `��-� ' ` ':�. •. ... .'.'.`.'.'.`.'.�. ...`.`. PATIO E-2 r -FOOTING------------ —�_ r------------------ — FOOT---ING---------� I I � � 1 I I 1 1 I 1 I 18"CONCRETE FOUNDATION WALL 1 1 E I I I 1 ♦� I I I I POOL HOUSE i i SEE STRUCTURAL EXISTING GARAGE o�GL"s I I ENGINEER'S - TO BE TURNED - <v '' • E E-3 i i DRAWINGS FOR ALL DETAILS INTO A POOLHOUSE ---------------------------------- 21 JULY 2025 O 00 STORAGE I I I I I I I I �L I I I I 1 I I L----------------- I REVISIONS: 9T 01230,----------------jw`� t-a GROSS AREA = 314sgft MAX. PERMISSIBLE = 350sgft 20'4" RENOVATION &ADDITION to 1356 GRAND AVE, MATTITUCK, NY 11952 MAP#1000-107-3-11.6 E-1 PLAN of POOL HOUSE FOUNDATION DOUGLAS PEIX ARCHITECT PLANo f POOL HOUSE SCALE: 4" — 1'O" RAISING STRUCTURE 4'O TO COMPLY w/FEMA SCALE jig - 1'0" P.O.Box 1444 4 MATTITUCK,NEW YORK 11952 Phone:646-643-9888 doug@dougpeix.com T� G for TRUSTEES path:IE DesktopE/wmputerl:::-FINAL-i.dwg] i SURVEY OF CERTIFIED TO;KEVINX. KEYSER FIDELITY NATIONAL TITLE INSURANCE CO. DESCRIBED PROPERTY JPMORGAN CHASE BANK, N.A. SITUATE AT MATTITUCK MA NO.:2021-122 TOWN OF SOUTHOLD MAP FILED: SUFFOLK COUNTY,NEW PORK OF NEZ REVISIONS: (ti y P S.C.T.M. DIST, 1000 SEC.: 107 BLK.:03 LOT 11.6& 11.7 ADD CERTS 4/12021 � •{ 1N. �; �,� SHOW PREVIOUS TAX LOT DIVISION ADD"CEDAR LANE"4/12021 15 8 0 15 30 45 60 75 90 105 120 135 LOCATE WETLANDS 62621 " ADD FLOOD ZONE DATA,TOPOGRAPHY, SCALE: 1 =30 DATE:MARCH 23, 2021 PROPOSE POOL&CROSS SECTION S > w TEST HOLE 12/1121 •'� k REV.POOL TO MEET 75'WET SIB 1822 PLOT SETBACKS ON VACANT PARCEL 1ZW2 - , LOT AREA:89,699 SQ.FT. =2.064 ACRES ADD ADD l L S/Y OFFSETS FOR EX.DWELLING 011723 PLOT PROPOSED ADDITIONS i ELEVATIONS HEREON REFER TO NA VD 1988 &SITE PLAN aW4 REV.PROP DWELL,ADD LOT GOV CALCS 5�824 REVILOC.SE E WO PLAN t��1ND S j` CURRENT ZONING:R-40 CORRESITEPLANFFSET U CORRECT PA TIO OFFSET TO WETLANDS 9/1924 ALLOWABLE LOT COVERAGE, 17,980 SQ.FT. =20% JEFFREY W, HADERER L.S. EXISTING LOT COVERAGE: 1,621 SQ,FT, =2.0% NYS LIC.NO.:050538 PORTION TO BE REMOVED: 160 SQ.FT . PROPOSED ADDITIONAL: 1,532 SQ.FT. PROPOSED LOT COVERAGE;3,193 SQ.FT. =3.6% FLOOD ZONE BOUNDARIES HEREON AS DEPICTED AND SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP MAP NO,:36103CO143-SEPTEMBER 25, 2009 TWINFORKS ALL PROPERTIES WITHIN 150'OF SUBJECT BOUNDARY ARE IMPROVED AND SERVICED BY PUBLIC WATER LAND SURVEYING UNLESS NOTED AS VACANT / SUCCESSOR TO HANDS ONSURVEMC,MARTIND.HAND L.S. 188 W.MONTAUK HIGHWAY, UNITE3 HAMPTONBAYS,NEW YORK 11946 M 631-369-8312-0 631-369-8313 email.-tiilnforkslandsurvey@yaboo.com o COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING CA THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE / o CONSIDERED TO BE A VALID COPYAND SHALL NOT BE USED FOR ANYPURPOSE. m ORMERILY OF LAND Mg R R S pROK©P K' _ _.r-F- 7' 2ol V J N. C o N79°45'45°E 150.6B' -•'^"r- ------'---� 1p.85' --------- STONEDRrvEwar `-----------------n---�GHT-OF-WAY "E /j 46 -------''�-�- -- - "CEDAR LANE -R ----- 03 63D 50 40 \`� �`-- --------------------------- / �'� \\ \ 4 ---_"'-___v----- `\�JLj1� VERHEADWtR�-----^-----"--'--'.._'_jJYT10-2^` -- / / // -- LINE NTEARBORVITAE 77°4 E GOND�' 41.1 (\ \ \� \ 116.57' CONC.MON C / / / \\\ \\\ \ hill // b lI n, � N y / / 1O„ . EMNN �DprION I \ SQL It rn / AO\ / o / / , �' \\ �\ 20 m // / \ �O 0 U5 0 \ a 0 cl vIX / / / - Al i p -7,Z� lpiC N� / r / X // /// % - 1 \ % \ CO 66.2' I ti�TTAm 88.6 XI °c0 q6C 1 I l \ 5.3' 16.3'/ 0 v WG 0 3 A, '' \ %ELEC.LINE J ti / I A2 �l 106' 6 / 1 1 / Ovs 0 / 54.8 --- No , �RPP�^so ERE' �of�P N - D' 48. 65.5' . o % w� W op F �® � IUD V'E{V1• �, �3�'� a i //A' A J wp\ `G A O �.h / // / S LP1+ ►JiPR ��� m ; GooSep / oNN 0"E r-- 0"W N 66 24 321 1 ;' --- N 24°3 T K SE .S7 SE 2 OO 60 p0' 00, S1'e SE / ' l 69• / // �pR �m SE1 StR C.') GN�NGRESE�ROE O ' OY CST GE S 1Sg0 2�2y rn 1L3?S 5s 0� 601,6 01 00 OS f'foEL:6.0C 'o SILTY SAND NO lrn 0 W/GRAVEL y (SM) SAN W/XED GRAVEL PROPOSED POOL CROSS SECTION ,' (SP) -3.5'EL:2.5'H.E.G.W. EASEMENT ANLYOR SUBSURFACE STRUCTURES ARE OTGUA WATER IN UNRECORDED AA YEVIDENTANTEED UNLESS PHYSICALLY EVIDEN i A i THE TIME OF SURVEY PROPOSED GR DE MIXED SAND THE Q�fSET(OP DIIN=NSIOA515HOAN NEREON LINES ESTRUCTURES TO THE EL:10.5' W/GRAVEL PROFER LINES nRE FORASGEGFC PURPOSE AND USE AND THEREFORE ---------------- ARE NOTINTENDEDTOGUIDE.ow ________________________________________________________ (SP) I WAL ,POWS, THE EPASRPLANTING -11.0 AREAS,ADDITIONS-"'BUILDINGS in PROPOSED 9'X 5V ANDANYOTHWCONSTRUCTION �* SWIMMING POOL o TEST HOLE BORING BY T0 THIS SURVEY tsA„LAVON� UNAUTNOWED ALTER TON OR ADDINON SHAWN M. BARRON M.S. EDDD��= NPN ORNSTATE 121912021 M M021 COPIES OFTHIS SURVEYMAP NOT BEARING L/`9 L THELANDSURVE SINKEDSEALOR 8"(VERIFY WIDTH WiTH ARCHITECT/POOL CONTRACTOR I ) 2 0' GROUNDWATER ENCOUNTERED 3.5' ODE VALID LSHALLN'T BE QNSIDERED O eE.W SETITLE wvv BELOW SURFACE GRADE DERTIFI°AgNSINDA"'F°"E o"sHAL ' C" GROUNDWATER EL:2.5' TaLrCO AN°°"sue"�GENCYAND EY LENDING IASTIY UW LISTEN IAL AGENDY AND LENDING INSTITETION LISTED HEREON•AND TO THE ASSIGNEESIC THE LENO TINSA- TOAD C ALIINSPTUSARE CA SUKNSFENT O ADCRIQVAL INSTINTIONS OR SUBSEp/ENi GNNERS i SURVEY O CCERTIFIED 70:KEVINX KEYSER f FIDELITY NATIONAL TITLE INSURANCE CO. DESCRIBED PROPERTY JPMORGAN CHASE BANK, N.A. SITUATEAA�� AT JOB NO.:2021-122 TOWN OF STOUT OLD MAP NO,: SUFFOLK COUNTY, NEW PORK FILED: OF NE,t.1� 'V y S.C.TM. DIST, 1000 SEC.: 107 BLK.:03 LOT 11.6& 11.7 REVISIONS: �P L o ADD CERTS 4112021 SHOW PREVIOUS TAX LOT DIVISION ADD"CEDAR LANE*4112021 15 8 0 15 30 45 60 75 90 105 120 135 LOCATE WETLANDS W621 4 SCALE: 1"=30' DATE:MARCH 23, 2021 ADD FLOOD ZONE DATA,TOPOGRAPHY, PROPOSE POOL&CROSS SECTION. TESTHOLE 12111M REV.POOL TO MEET 75'WET SIB 1,622 PLOT SETBACKS ON VACANT PARCEL 12F522 LOT AREA:89 899 SQ,FT. =2.064 ACRES PLOT SETBACKS ON IMPROVED PARCEL 611423 ADD ADDPL S/Y OFFSETS FOR EX.DWELLING 10/17/23 PLOT PROPOSED ADDITIONS t� �- Q, &SITE PLAN 31524 I h ELEVATIONS HEREON REFER TO NA VD 1988 REV.PROP ELL,ADD LOT COV CALLS 5�&24 LOC.U G M/0 LAND Svc REVISE SITE PLAN 82024 CURRENT ZONING:R-40 CORRECTPATIO OFFSET TO WETLANDS 9/1924 ALLOWABLE LOT COVERAGE: 17,980 SQ.FT. =20% JEFFREY W. HADERER L.S. EXISTING LOT COVERAGE: 1,821 SQ•FT. =2.0% NYS LIC. NO.:050538 PORTION TO BE REMOVED: 160 SQ.FT. PROPOSED ADDITIONAL: 1,532 SQ.FT. PROPOSED LOT COVERAGE:3,193 SO.FT =3.6% FLOOD ZONE BOUNDARIES HEREON AS DEPICTED AND SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP MAP NO.:36103C0143-SEPTEMBER 25, 2009 ?'YVIN FORKS ALL PROPERTIES WITHIN 150'OF SUBJECT BOUNDARY ARE IMPROVED AND SERVICED BY PUBLIC WATER LAND SUR VMNG UNLESS NOTED AS VACANT SUCCESSOR TO HANDS ONSURVEYING,MART/ND.HAND L S. 188 W.MONTA UK HIGHWA Y, UNIT E3 HAMPTONBAYS,NEW YORK 11946 (V)631-369-8312-(F)631-369-8313 email.-tpdnforkslandsurvey@yaboo.com o COPIES OF THIS SURVEYMAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE / CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. m MERCY OF / LAND N BE��S�P oKOp / t KIML^` , E- w I N 68^21 .. oN79°4545'E 150.6A' ��,_.� __________..----- -i C' 10.85' \ z 1i r------ ------------------- - '--' ! a ' - g`\ - OF-WAY ---------------'''' STONEDRIVEWAY " , c�o501 E /14I �05.60 / \ --�,_`----- V � - "CEDAR LANE -RtGHT- - --_- ----- -••.�`-`` ------------------------ - 4 e _-__ ` __uvr����TERHE�ApW1RYTiO-Z :-"-` LINE OF PLANTED ARBORVITAE N 77046'00"E CONC'MON o I 116.57' CONC.MON. 33.33' C 8 rn ` / \ v \ ti 10 'T1 �m �o row �\ � n / / -A / Ileco { c� N ci N \ 0 Lp 1 163 ITT �_ 88.6' I I \\ 163' � oaV ��G -16 LVG ELEC.LINE 1 / S 1 54.8- ----'po �RPPt'�6°vEREO ,ooF`P OP N N / qo 48. 0 o'Ao p1PG / 1 / . \ $ j tp i oho /� ro �, / I 1�0 ��9•� /'' e ooG RLY of oM NANO Gle M � ! 1 A ON nL �oOa w N 6523.32 0" E ---- -�N�, �� / N 24°30 SE STAKE s 'JSY�i i // 1p /.0 00, \� "' SET �A a -. ovERN�,o ' S 531 !/6 \�C�F �OP� 1 / J# �� //►� - - -- STONE. N�NLINKFE Q) ORDER ONcf'ET 2o <7� If p �' o t 1 S ONR•( GE +� cmi ZEDS ONSJD1so �O� Atp RFOR S o . / /� �j EL:6.0' C ND NO DPv{D LEA /� SI WLT Y SAND (SM) SAN W/XED GRAVE L 'PROPOSED POOL CROSS SECTION / (SP) -3.5'EL:2.5'H.E.G.W EASENENNTAND SUBSURFACE STRUCTURES AREfiCEDUA WATER IN UNREGORDEDARENOTGUARANEED UNLESS PHYSICALLY EVIDENT ATTNE TIME CF SURVEY PROPOSEDGRADE i THEOFFSFIIOPDIMENSIONSJSN01Nd EL:1O.5' MIXED SAND PROPERTYUNESAREFORASPMFIC HEREON FROM THE STRUCTURES TO THE W/GRA VEL PURPOSE AND USE ANOTHEREFORE ARENOTINTENDEDTOGODETHE / -11.V ERECTMOPFENCES,RETAINING WALLS,POOLS,PATICS,PLANTING — ---------------------------------------------;___—_____----------____--- ��� AREAS.ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION SWIMMING 9 X 51 UNAOTHORIZE°ALTERATIONORADDTDON SWIMMING POOL TEST HOLE BORING BY TOTTTGWRVEYISAVICV TIGNOF SHAWN M. BARRON M.S. SEC ATION OF'"E"E ORNS'"'E SFCTT N7 O 1 Al/A/1 COPIESOFTHISSURVEY MAPNOTBEARING L1912021 THELAND SURVEYORS INNEG SEAL OR 8"(VERIFY WIDTH WITH ARCHITEC TIP OOL CONTRACTOR) 2 0 GROUNDWATER ENCOUNTERED 3.5' EMLUSSFD SEAL SHAG NOT BE ONSIDERED T TO EE A MUD TITLE COPY BELOW SURFACE GRADE DERTIF,DATIONSIND,CATEDRERav SIALLRUN ONLVTOTHEPERSONffl FORV.NOMTHE SURVEY ISPR GROUNDWATER EL:2.5' TITLEEPCQt1PANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON,AND TDTHEASSIGNEES OF THE LENDING INST4 "ON CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTION$OR SUBSEOUENT WrNERS