Loading...
HomeMy WebLinkAbout1000-35.-5-34 OFFICE LOCATION: ®��'®� ®� MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) cis Southold, NY 11971 ® a� Telephone: 631 765-1938 ®�yC®UNT�,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: June 11, 2024 Re: LWRP Coastal Consistency Review for ECAE 149, LLC SCTM# 1000-35-5-34 The Southold Zoning Board of Appeals issued a positive determination on the action on April 18, 2024. David Bergen on behalf of ECAE 149, LLC requests a Wetland Permit to demolish (Per Town Code Definition) the existing two-story dwelling and construct a new two-story dwelling with first floor front covered porch and second story balcony; convert existing pool to salt water; repair existing deck/patio on grade; remove/construct new stairs from patios to pool; remove existing and install a new I/A OWTS sanitary system; replace asphalt driveway with permeable gravel driveway including drainage; install pool equipment, A/C units, buried propane tank, and gutters to leaders to drywells. Located: 520 Snug Harbor Road, Greenport. SCTM# 1000-35-5-34 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 action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney pCC Town of Southold f.. ...., �: LWRP CONSISTENCY ASSESSMENT FORM J U l�Southoid Town 0 5 �+ A. INSTRUCTIONS LPlanning Board 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 prepare 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",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to snaking a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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# 35 _5 .34 The Application has been submitted to(check appropriate response): Town Board Planning Dept. ® Building Dept. ® Board of Trustees ® VOF ING B ARD 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 transaction) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: Demolition and reconstruction of existing single family residence requiring area variances ECAC 149 LLC project description. (Revised 5/31/24) Permit in existing house, open porch and pool area totaling 4380 gross sq.ft plus proposed renovation/alterations Proposed renovation/alterations to include removal of north exterior stairs to house, remove first floor bilco doors, 14 sq.ft area along north wall, 145 sq.ft north- east portion,2,161 sq ft of asphalt material in driveway, 95 sq.ft existing porch,301 sq.ft. por- tion along southeast,two sets of existing porch steps, small 3 sq.ft section at southwest cor- ner, 35 sq.ft steps to pool area, and 240 sq.ft. steps to pool. Convert existing fresh water pool to salt water pool, maintaining at current grade and shape. Repair existing deck/patio on grade. Remove 48 sq.ft of existing second floor footprint; remove 80 sq. ft third floor observa- tory. Remove existing sanitary system and replace with new I-A sanitary system including leaching and expansion pools per SCHD requirements . Add a eastern proposed 359 sq.ft second floor addition,a 106 sq. ft proposed southern second floor addition, and a 257 sq.ft west proposed second floor addition, a 95 sq.ft proposed first floor covered front porch, and two proposed stairs down from patio to pool. Final proposed gross floor area to be 4237 gross sq.ft. Replace asphalt driveway with permeable gravel driveway. Install one 12 ft diameter and two 10 ft diameter precast drainage rings in driveway. Install saltwater pool filtration sys- tem/drywell and AC units near north wall. Add proposed fireplace chimney to north wall. House to include gutters and leaders leading to drywalls to contain roof run off. Add buried propane tank along southern side of property. Project will result in a net reduction of 142 gross sq.foot. All as per plans dated 6/1/23 by WSJS Architects. D Ems..Vf v MAY 31 2024 Gmi td Town Location of action:520 Snug Harbor Road,Greenport Site acreage:•34 acres Present land use:Residential Present zoning classification:R-40 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:ECAE 149 LLC (b) Mailing address:167 Ngh Farms Road.Glen Head,NY 11sa (c) Telephone number:Area Code( )631-315-6070 (d) Application number,if any: Will the action be directly undertaken,mquire funding,or approval by a state or federal agency? Yes ❑ No® If yes,which state or federal agency? DEVELOPED COAST POLICY MINOR EXEMPT ACTION PER CHAPTER 268 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 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 13 Yes ® No 0 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 ® Yes [3 No ® Not Applicable 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 13 No ® Not Applicable Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 13 Yes 13 No ®Not Applicable Attach additional sheets ifnecessary 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. ® ® Not Applicable Yes [3 No Attach additional sheets if necessary 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 ifnecessary Policy S. 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. 0 Yes ❑ No E'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 ITI—Policies; Pages 38 through 46 for evaluation criteria. �n-7 © YeZJ No�O Not Applicable Attach additional sheets if necessary WORIGNG COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ®Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. R Yes ❑ No Not Applicable Attach additional sheets ifnecessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies;Pages 65 through 68 for evaluation criteria. 13 Yes ❑ No ® Not Applicable Created on 5125105 H.20 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environlrre"t"I Permits.Rt-gic n 1 SUNY-b Stony Stook.50 Cifdc 140-1.Stony Sinuk.NY UM P_(631)444.02G5 f F.1634 4,14-0360 :etticr_.rn=.gov LETTER OF NON-JURISDICTION -TIDAL WETLANDS ACT November 28, 2022 MARTINDALE REALTY LLC 2 (ra (� C/O ANTHONY GERACI E U C 15� I V Lt 167 HIGH FARMS RD U GLEN HEAD, NY 11545 JAN o 5 2023 Re: MARTINDALE REALTY LLC PROPERTY 520 SNUG HARBOR RD guujiojd Town SCTM#1000-35-5-34 Board Of Tomes GREENPORT, NY 119" DEC ID: 1-4738-04826100004 Dear Applicant: Based on the information you submitted, the New York State Department of Environmental Conservation has determined that: The referenced property, as shown on the survey prepared by Kenneth M. Woychuk Land Surveying, PLLC, dated March 10, 2021,that is landward of the bulkhead greater than 100 feet in length and constructed prior to August 20, 1977, as evidenced on the surrey by Roderick Van Tuyl, PC,dated April 26, 1977, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act).Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required for work landward of the bulkhead. Be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'-20'-wide construction area)or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, 614c'4- Laura . Star Deputy Permit Administrator cc: D. Bergen, BMHP—TW _ PtEW PORK (Department of • `l _•______. �Environtnenl�l Conservation �r \ / \ 6eaa66 � - - - Ob�46�a - .i%•�/ SEE�9E.No.¢b `\ti� r�,<'-- - �'-�.'-�.•_, . 1009100 i NKTOH O \ , LWE ncz S" Sri+sM1 t ,,�•.. ez lzat •� a .''`/ .c �" \ �,.w°' Oyu `�rcc" \,\e. �+eeL\ JL a•'owazw,:� 1 `. 1t� - __ .��d�`. -:J;��O'p9, � \t. \,\ o•.SOs .dd .Cr ' .y,f'f's\.,'{ ... cz-z6as + .=�� q`y}°' �s�F� r'� `r v� *• ,\Tyt !�; _._`.\ :, C}t649'- - •`SG , y„// sA _ t M ��!n ti ata°!r' � `�L:';;...'' osofias ..%� I / t.+r !�,•,!/ :�. .,'e,of iy;a ` i`\�r:. ._ 'veY`a w-zz.ua ' `\ I !! �o`�. \\ r��„^r-:5•.°-' ed"'�-'" ,.s ba ti\4-. 6101.16 � � �n ``Y� ''/\.'s `r �r.� b`sp "�.�%/°1p �_rp i'>• > '+ �.-'' oio o ^' '\ \•�eF, '. ,. �:\a 1 �a+d* �!` \ts}'\j•. +;'-. 0a-ZSTa e O +,`: '' `,.` `•R 9yµ1 .d.}u-: � °� '` "/� J: O +n/'.` M1, `•,a/e•\ w ti ``\ .{/�\ 4•. GR +fit ys•-x 6 d � IN '\j/ `, oll, �\ '`�r's1 �r,Ar'4 e�' •r'`'� y` '• '+�.%. °�0 7 ' i e 1•sN� j.:� '(r'��1R'•,\�.5°L s.�,�s."b A �' 2 � ',S gi <•,, \. ! 1 x,c, g�y�,s P����,,A,�-�,���vL`.�:4\ �1. 'ro�,��6...� 5''�,.,1.bi'.\ g''.• ..•�n "�b ' ;,;-•`" ' - >_ �� b1'+"` i-' .,,�c.A "+.+b•�����,.%'"'"`tit` '+" �_ n ,•a��,`�`''•r_` a� '•a�\\ +'..*."e° `r .'-.t4 �1 `•'`, ��',��\ °V',C. b \ z 1e��;'la:., '''7`r--a-'\°1 r.R''��h,e:P `\ ta'y1T x�`' .'Ip-y, @i $f°1a c``'� - ,^ M1 •.f" \ R: ° \ r.lr t � %'1qy'OjO+;.-�T.�_.-.., t;� :.-,'3 t. '\ �! +�.-W'�Wab"^% •�j8 ryR1 +.�'-``.•�°,o- O .`\, Ham_` �1°vOr"xb= �`�41'\p ;4/FYJ`•np ��a).' 1/�+g• `�%J ` _ /. �./. '.\ /c: -K - ''/ �� •°; b ,'�`R,,�','A1+i�,b"'y�i 3�/-'L(f �-t,,.�R e�'.�^\� b`,z. .:_ /. ,tii .,;, '-,�, O /r � .\�;/,nF>,.s.•+. ., ,e q`tpr, (fa��ar`'r��a'�Y:>r' 3 j\. r{,! '28 ,). /•.p... ,�'6.~ ,'.�' ! ..,\ �,.` - - -. �/r�,t/�; 4. .',i'`,a A` ef,"•%�, 'a-`c - ,tR `z&a+lq __,t•' _,\6..._ ' . a'' 4 ��q d`.f�`k i`j'y` .\ ��y,\ C` •:.�<A.a %, f� ,1�-,�:� �,.-� - .. 1 senpc,�«6taN. _ _. --� j t S/i '1'.e,. Q ,/a,'4� � °\V.y�'.rr`' s�.a` i 'A 11% d'':'•F,\°'1 .pep°f�' +•c +in/r �Sc\ .ice .��\.• � is1 � `,s", � �/ }p'' �� tatWsl �1��,'• 9'�•���� �v� � ;t /\ '•p . 1 •'\ zt `s _-. n E\ ,.'S++' o G a'+p,kw•'•," / - +q Y•--� 'b.. -., ldyq '.,�`,'p,b aS^' i "+.c`#a \q,'".996h*,�"',{j� zd(q tz,s lro 44 FDND i,.M1'+ 1�'s AxM11 i �.+,� ct� .? -:S l"•a'2 ` -^f''', \4 �.. ;`y seas e ', ✓'\�.pw�t..a �N"',- - - .t. z ..:�".�� _ e ,..-- -; ti_-r'h'���eS°a.i, %z:�.i ` �"-MP' y�� r 'LJ +.,;9�.... i!r _ �tzN o•r '�`o o.+s�.,cF`�- rc'�,1�'r - l\.. �:;,- �ssPe 'f `,4iA\ 1 `'' ry\,we,_ _...�'. ,Mwo�e•"""'1ti•P 3+r\i:� _ �E 'o .,�'- - Ta�'.s,` , ,f ' `\ j .u,F�.�a r� •,� _'".-, ---'1 •I - -�> +ice. �; t ,a ,r i :q L .n.01`"ne""`saio.so os,c,a s'�'�'n �'� w — ,."�'. .- n N NOTICE •• K va oc-ran t60o sECTQI ND - COUNTY OF SUFFOLK O ,-_-_ --_ .M..�s,>L.-_•-_ O u•--w —�— M Rea]Prol,erl.p Tax Pcnice A>;cncy Nerae+.'�.ntlrzrn s.t6 aN v N E ' - -- —_-_- -- 11 —_— �ru... __-___ .•. ' • JMCm,nOnr.,aiwnn,l.+Y!/IXIl w svwu,zu.Tr.vsi N+^tsNOF�s®rE M K w 60UTNOLD 035 ` ...�.. u. r HtlltM.ftrt1B1 FJO.evl61K O A n w (Zt) $ KFN NboB11Y LVI59aG5 K8Lr P\ "�tl�s 1 ••�i• er ref •, ,, - ..t"': is n C-�.��=,,�, �•-g it�&��q, oa.�-' r:' t� _ rIF _ y �'_ mot• "` `'�'r''•' `�'N- �"�y�,,.� .�= � --- r ` hkL Y-�'.� �" ��� ♦ems"' �M�t r����� 2��;: ► r �""zR" I of 21 •♦ i y ._ 44 #• - ice71 f ..;;: ,::1. Y•�4r�,'�,i.�.' 1,�- w� a \ � � I • _ r '4 r - .r r { 3- 1 mom 'r n KEY MAP LEGEND Wsis EXISTING PROP RTYDWWEWNG LOCATION BULKHEAD PROPOSEDPERMEABLE NOTE:PROPOSED RETAINIG WALLS PAVERDRIVEWAY AS APPROVED BY THE BOARD OF AMPLE ® PROP OED21181ORY TRUSTEES OF THE TOWN OF SOUTHOLDADDI LANE ON 2/15/23 PROPOSED 2 STORY ADDITION WTALL EXISTING &ALTERNATIVE SEPTIC PRECAST CONIC BULKHEAD r-------I FUJI CLEAN INNOVATIVE TANK PRECAST CONC. LEACHING POOLS �. 1 1 &ALTERNATIVESEPTIC MR) L------- TANK POOL FiLMATIoN _ SYSTEM EXISTING PROPOSED 8'D10.X4' �1 ULKHEAD GULL POND ' �crHING POOLSSCAST TYP. TOP VIN CAPPKN�D k j LOT 55 EXPANSION LEACHWG Wf ooD •W 4.2 LINE OF SILT FENNCE POOLS TYP. &HAY BALES / PROPOSEDI 13 0.00' (MAP) IXI NG _ BULKHEAD " PRO POSED PRECAST CONC, 0 BCHIMNEY �y DRWELLS W/SOUDCOVE. O S 82° ';0" E 132.50' (BULKHEAD) r+-1 REFER TO STTE PLAN FOR G\ 3 0.5'S 0.6'N EXISTING ADJACENT SAES BLOCATIONS.PROPERTY DWELLING - PROPOSED PRECAST CONC. ��` \•. _L ST CKADE FENCE ON ST E WALL EL 10.0 X MON. ry 1 ) DRYWELLS W7INLET COVER 9GF �l0 [OGj/ v LINEOFFORMER - / - O.Z'S-_-_-_ _ _-_-_-_-_-_-__-_- h+�l SIZES 9p�oy<<, F[�s/[[ PAnO/oN GRAD E I EL 9.5 X --- - -- WATER LINE O c9 O EX.SLIP I LOT ------8 EXISTING CONTOURS v Der LINE OF SILT FENCES OM:.�F•.•.. Z �1 1• HAY X EXISTING GRADE ELEVATION O •x' W \� Z bh 0EL 4 7F� E 2)C EXTENT FOOTPRINT ILL L I FLOOR FOOTPRINT •'. '-Lp. Q i I ' STORM DRAINAGE CALCULATIONS mv. 10,.' "�'•" •• AAuuuL•z•rlax•e, I« \�p.� m Z 6LL .0 fG�. LP.: p mFTF. I>EF�AeIs:iArmsv++w4cRAss•a °�/K�+ EXISTING I i __- �. ::. ', f• PROPOSED W "\ V / RETAINING 1 '•az.37 '....-+ PERMEABLE � n ^C/'� i\ 2 m b• / / WALL TYP. 1 EXTENT OF EXIST.2ND - ```x ,Lp.' DRIVEWAY Ixauqumw+D11n1s y \��! / / / i FLOOR FOOTPRINT Inv. jg3x: :.S W sown.wwaamF,>rEauxc >amxsn Fc r„ __ ../ , SOEOFIvOOL�,IxFAMv®. 65,.,9D FT. -J t\t, 1 / ISTING e_a .•� . ro A M ARFA .A 4aso F. �' E 6.7 IN ROUND i Inv. EXISTING FIN. _ i U.P. El ( OOL 7A FIRST FLOOR I i,ROPOSELI OPEN: ' 'ER `E� " �� ,b ELEVATION 11.5 '.'• VERED FI`tONT-, tAA�STATFDAI�AAItRYdo:\,eelEluaVEWAT >Tx,m Fr. EDfI NG I .. , j 5.26-2024 ADDED LP TANK,ADDED UPDATED I�euxaA,reA �� NING R P Ell'D 1 .- •PARCH:• O BORING INFORMATION B4ORx,ORYWFILCAPACT'PFGVYxEDFMOPFIiVIWSMFA- A aFx.,nFrmxxtA•®ac O PATIOION EEDECK TMP• TCEXT�RIOR I-i r `i` ,oA �S •6.9 42-2024 ADDED LINE OF SILT FENCE AND HAY MOM. O IxxrwDLnAAOTTr¢oue,m l'ORPEIGffANENEA• I �° '`,'PROP0.SED/ ..,...`.. ,, , BALES aex;RfraFsr ,sReauwFn.me.x.,wa.whets ' , 1 _-__ ,PERMEABLE.:• &EVATI ADDED STORM GRAIN PIPING WITH INVERT uareeFFEraFs,aur,ETo eERm+m®.,amz+a.wm / 1 1 \ ELEVATIONS STORM DRAIN _L TOF E7(IST.2ND ,IPK .. ,�-DRNEWAY Ix1YWEltsroae /��F cd 6.7/ �\ INUdT I OOR FOOTPRINT B.D •,:'6.8 _ ..} \ am w�Pl,vowxe,martlxaEumxxwesTauxwwxRum.Is cmE `/LV O P 7 Cal 1 O \ 9H523 ISSUED BUILDING PERMIT DENIAL `C I Inv r .•Im t B-02-231SSUED FOR BUILDING PERMIT DENIAL' '�"' mua.Fr.FFRIla Fr. i �-Ni 7.0 I • 8.8 O EP INDIcATESL CATIONS Fa�ixz4a-mAea.Fr.rAAArnr Y I FORPOTENTIALbTAN ION SNG 1nY srsxme-(n,vvlAxelewNrlv�umooNc.exalD,Ixurx lxwao-TD.TNE ) 3p+' OR C,qg EXISTIADE TO OE REP 1 Y 7S' •. A�1D� SCDHLEACH[NO MTS. PER S P LACE ON GRADEREPAIRED •• scDHS REOMrs. "X3e•2xe mFr.xwAon ' --------------- 1 WSJS ARCHITECTS eaxmc-OIZwxe�mN x�nscoxcaawrn. R�a.FFecme I EL 7.2 7.0Iv \1 6.6 Im. e LINEOFSILT FENCE 72I I7.0 1 8.8 7,5 6rv.' x STORM DS?HEIGHT PRECAST C. 12'DIAXSHEIGHi ECAS 755 NEWYORK AVE.,HUNTINGTON,N.Y. uPAaxr•,aomcu Fr.191talFT. 8 HAY BALESED ARE,mmx4a•uza,a,.FT.TAPAcry L 6.7 D D 1 6.8 x` I -IRO NDICATESAREA CONCRETE STORM PR (631)351-1999 r _._..... ____...__ ..... .... ..... ........ ...... . 1,'`( I 1 OF PROPOSED 2 DRAINAGE RING PREfAIIJ(N I I y, _ STORYADDTIION EXISTING BUILDING AREA Ij� .1 Inv. •.N., /' <' S Iav=x 0ama TW.1.4 WALL D i PROPOSED 1 PROPOSED Z_ B.0 •• 6. y STORM ORYWELL SYSTEM A. �/ PORCN, CABANA FLOOR I GARAGE FLOOR - 10'DVL.X 6'HEIGHT PRECAST HOUSE = 3.338.8 S.F. Ixc T^ 'o' I ELEVATION11.01 ELEVATION9.5 ARCHITECTURE INTERIORS PLANNING OPEN PORCH AREA(>30 S.F.)= 39.5 S.F. I.aoxorc amF,n O�Cj1> \ L .7 DEV.,a I I ., CONCRETE STORM DRAINAGE RING POOL AREA= 558.8 S.F. rmMm rame.,: ,amssa. �O D I 1tIxuoNrE,wwmvnAxr gX EL I SQM£AID �T�HOPG Y `.Inv. S BORING p a,teAlxDmrcr wmnxalwre gE0!+R TOTAL EXISTING BUILDING COVERAGE 3,934 S.F. Imv. ahaz• 11µ $EL .7 D D I ''8.0: . LOCATION 3,934 DIVIDED BY 14,817=26.5% ` 1 '•,` (yr !G � r� d�Y„SExFERr PROPOSED BUILDING AREA ,,,,,,•„•e„•, \ 1 Inv. ••'�/•[� Jv .�C,V FSDmmmusum� _, y W_ .8 �\ O♦ �r1 r�scarse�FaxFmnFrtum HOUSE- 2,873.6 S.F. ------- .LQ' ` OPEN PORCH AREAS(>30 S.F.,CUMUL)= 46J7 S.F. %N 1Ay ® c ��a••"v• `O STORM DRYWELL SYSTEM B, V POOL AREA 558.6 S.F. ' Q `V 1ONCRET'HEIGHT PRECAST TOTAL PROPOSED BUILDING COVERAGE=3,477 S.F. CO CONCRETE STORM 3,477 DIVIDED BY 14A17=23.4% ��6\ OOQ DRAINAGE RING !G� CERT.NO. EXISTING GROSS FLOOR AREA \ 0� �Q� J� C�v PROJECT NAME EXISTING FIRST FLOOR GROSS FLOORAREA= 3259A S.F. ..s•.A........,.�,a u 1✓� �J / ALTERATIONS&ADDITIONSTO: EXISTING SECOND FLOOR GROSS FLOOR AREA= 90.0 S.F. LJ� 7C �Q CT, / EXISTING THIRD FLOOR(OBSERVATORY)GROSS FLOORAREA= SOAS.F. ¢O xEL 5.�j �� .y, ` 520 SNUG EXISTING ATTIC ABOVE 1ST FL,CLEAR HT.>6'= 8.5 S.F. t' Qv �� EXISTING 1ST FL OLD.HT.>16= 18.3 S.F. ,r O � 1 LINE OF SILT PENCE EXISTING ATTIC ABOVE 2ND FL,CLEAR HT.>V- 61.7 S.F. 2� U.) •� TW3,4 F�• &HAY BALES HARBOR ROAD TOTAL EXISTING GROSS FLOOR AREA 4,379.5 S.F. Ce"^'"i0B'v+va°"tl1"�"'r°d0v �G� \ scTM a 100035-05-34 PROPOSED GROSS FLOOR AREA " `' �\ `'f� f O i 520 SNUG HARBOR RD GREENPORT,NY PROPOSED FIRST FLOOR GROSS FLOORAREA= 2,631.43.F. SOIL BORING ymyO \ 1 O PROPOSED SECOND FLOOR GROSS FLOOR AREA=1,6052 S.F. TEST HOLE DATA C) �,�` "O�� \ _ , y� NOTE:REFER TO AND COORDINATE WITH DRAWING SD1.0 DRAWING TITLE TOTAL GROSS PROPOSED GROSS FLOOR AREA= 4,237.1 S.F. ` of \\ FOR INFORMATION REGARDING PROPOSED DEMOLITION SOIL BORING PERFORMED BY MCDONALD Sm• A AND REMOVAL OF PORTIONS OF EXISTING BUILDING ZONING DATA GEOSERWCES,so(TTHOLD,NYON378202A w��� ` �y�z yO °�/1\}O DAND EMOLITION ANNDREIMOVALOFON FEEXISTNG SITE ING D SITE PLAN SCTMODISTRICTIOW-SECTION35 BLOCKS LOT34 ZONING DISTRICT-R-40 / CT. /O G �� IMPROVEMENTS. LOTIs NONCONFORMING.REFERTO ZONING SECTION 280.124 NON CONFORMING LOTS LESSTNA".=SF �/ ,( a/ �`� c J REOUIREMENTSFORTION CONFORMING LOTS'SECTION 200-124 PERMITTED EXISTING PROPOSED y • /� \�• \ -�`v�• \ LOTAREA 14,817 SF 14,817 SF �x ® 11r II`I flLxt BUDDING AREA 2,963.4 SF 6,542.5 SF 5,034.1 SF INFO EXISTING S INFO DATA 15C 4864 �� ,\ 9 ALLYKENNETHM OYCHUSBADSURVYING, DRAWN BY DRAWING NUMBER MINIMUM LOT WIDTH FRONTAGE �j• PREPARED BY 10=NNETH M WOVCHUK LAND SURVEYING, JB MAXI MUM BUILDINGCOV GE(%) 20% 26.5% 23A% 22 MAXIMUM GFA=2,100 S.F.-12.5%OF LOTAREA IN EXCESS OF 14W0 sF. 2.702.1 S.F. 4.379.5 SF 4.237.1 SF ` gULKHEAD . EL DATIONSED ARE RE MINMUM FRONTYARD rq FwvT 1. ELEVATIONS SPOT REFERENCED TO SHOWN O.US; DATUM CHKD BY �' �'3T Aar v \ Y TOP VINYL WING 2. EXISTING SPOT ELEVATIONS ARE SHOWN THUS:n JS MINIMUM SINGLE SIDEYARD(FEET) 1C 102' �10.8' ���ro.•euee Ivtc+, % \ WIWpOD C 3.5 MAY 3 1 /AJJ�A ,TM„ �„°w`"° ST1 .0 MINIMUM TOTAL SIDE YARDS(FEET) 25' 24.7 252' 2O`T ��°x"`"e MINIMUM REAR YARDS 3S x, 1 DATE MAXIMUM BURDINO HEIGHT(9TORIES'FT) xwtnwx.S.ssrolFix ' ° Ass v xaivms.xxroFFM�RnoF 6-01-2023 ivv aFDufv oMe�aviiw 1 ` 2.FLOOD ZONE INFORMATION TAKEN FROM: ImaF FLOOD INSURANCE RATE MAP No.36103CO176 H PROJ# G65FINATbn. ZONEAE BASE FL000 EtEVARON9 DEffR 0iE0 2022-19 I1Xi-%AREAS DETERMII✓FD TO BEOUTEIDE THE02%' xsm�Ds,2raro 1 SITE PLAN AMIWILCWWCE FI.000PNW. SCALE 1'"1O Boa I Id Town ASNOTED Boar of T I ICt oc S.C.T.M. N0. DISTRICT: 1000 SECTION: 35 BLOCK: 5 LOT(S): 34 / TOP VINYL BULKHEAD W/WOOD CAPPING TW 4.2 Q F LOT 55 �PIP S 82000,0011 E oN 06�<< � 0.5'S 130.00 \\ o� SLO/PC // STOCKADE FEN 0.6'N 132• I� (MAP) S O RD EL 9.5 x EON STONE WALL S0 (BULKHEAD) 00 v�<v p �� �� D �WOOD/cy SHOWER BILCO _0.2'S — co EL 10.0 x MON. pJ Q +01 // 9.2 x 8.9, o I LOT 54 WATER LINE — h v / EL z o 28.6' ry o cb Co op / �' o ^� s� / v GARAGE 0) c F� M.H. 1 ' Ld � / INGROUND w GF 10.5 + Nbi o o � Q POOL 2 EXISTING SANITARY / a / N 1 1.3' __ 1 / 6.0' O / w r 2 STY FRAME L J — o s� I o DWELLING #520P" r w z� FFL 1 1.5 0J 1 WOOD - o I + DECK o 6 EL N 10• b I p C\4 ASPHALT I I STOOP 9 DRIVEWAY MON. � I .9 I 46.9' DECK U $X10 ff' ° I + D DD EL 5.8 x a`3.0\\ 16.4' O9 0, �� '�C' I \ N 21"2 ��� Qo`� MAR 26 2024 CAN>(LEVER x EL BG�POG G��P Southold Town WOOD S�'G Q G BoWdofTrustees STOOP o C�T� pp o- �� ��F �0� / CELLAR \10 v 1 0 ENT. W \ + p0 �`_1� ,/ WALK-OUT THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL W ` �O F��O / ti0�� LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS 7S \ O FEMA MAP #36103CO176H AND OR DATA OBTAINED FROM OTHERS. o M 6\0 I EFFECTIVE SEPT. 25, 2009 \ p NAVDHH AREA: 14,877 SQ.FT. or 0.34 ACRES ELEVATION DATUM: __ ______________ (' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY N � MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE O \ 0 NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS�' 7 AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 54 CERTIFIED TO. ANTHONY & ANGELA GERACI; \ MAP OF:CLEAVES POINT SECTON 3 \ FILED:JUNE 14, 1966 No. 4650 TOP VINYL BULKHEAD SITUATED AT: GREENPORT \ W/WOOD CAPPING TOWN of SOUTHOLD TW 3.5 SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC Professional Land Surveying and Design \ P.O. Box 153 Aquebogue, New York 11931 FILE # 221-36 SCALE:1"=20' DATE:JAN 25, 2022 N.Y.S. LISC NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 c lea O SKY PLANE VARIANCE REQUIRED 12 p 9 - _ p SECOND FLR'CLG EL. 18'-0" (29.5')- _ - - - - - - Q II 84 /► M -SECOND FLR EL. 10'-0_' (21.5')_ -� FTFT - - - - - - - - - - - w� 0 FF I STONE VENEER I AS SELECTED i BY OWNER g 15-2" -FIRST FLR EL. 0'-0" (11_5') 10'-8" p p p p p p p p p p p p p p p p p p p p p p p 75 p p p p CABANA RM FLR EL. 4-6" (11.0 ) _- _- -- - - - - - _ - - -- 10-10-23 UPDATED ROOF LINES GARAGE FLR EL.- 2'-0" 9.5' — — p — _ p — �p — — — — — _ — — — — — — 9 115/23 UPDATED ROOF LINES 9/15/2!3 ISSUED FOR PERMIT DENIAL —) 6-2-23 ISSUED FOR PERMIT DENIAL AVERAGE GRADE EL. - 2'-6" (9.0') 3/8/23 ISSUED FOR CLIENT REVIEW STONE VENEER REDUCED FLOOR AREA&SKY PLANE ADJUSTMENTS E L- 8.4 AVG. _ — — — — — — — STONE VENEER — — — — — — — — — — — — — _ '+ RT(1NF VENEER AS SELECTED ' AS SELECTED 1/26/23 ISSUED FOR CLIENT REVIEW AS SELECTED — — — — _ BY OWNER _ — — — — — — — — — BY OWNER — — — — 1/23/23 ISSUED FOR CLIENT REVIEW BY OWNER 1/17/23 ISSUED FOR CLIENT REVIEW 1/16/23 ISSUED FOR CLIENT REVIEW 1/12/23 ISSUED FOR CLIENT REVIEW 1 EAST ELEVATION FRONT 1/4"=V-0" WSJS ARCHITECTS 755 NEW YORK AVE., HUNTINGTON, N.Y. (631) 351-1999 p p ARCHITECTURE INTERIORS PLANNING p THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS _ WILL BE PROSECUTED. THE CONTRACTOR SHALL VERIFY ALL r: t V s FIELD CONDITIONS AND BE D _ RESPONSIBLE FOR FIELD FIT AND L L7QUANTITY OF WORK.NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE �'�� ���� CONTRACTOR FOR ANY ERROR OR p NEGLECT ON HIS PART. S COND FLR CLG EL. 18'-2" (29.67') - - - p _ __ - - - - - uBwid Town P"'r!1 of Tnuteet p t p r CERT. NO. i� PROJECT NAME p p ALTERATIONS&ADDITIONS TO: p 520 SNUG SECOND FLR EL. 10'-2" (21.67') - - - _ - - HARBOR ROAD GREENPORT, NY DRAWING TITLE _ N p O EAST & WEST FIRST FLR EL. 0 0 (11.5 ) p FIRST FLR EL. 0'-0" (11.5') ELEVATIONS - - - _ p CABANA RM FLR EL. -0'-6" (11.0') CAB NA RM FLR EL. -0'-6" . '}- CA F - p p p p p - p _ p p p p p - - - - -- -- _ - - - - - '_ " 9.5" _ p p p p p p p � p p p p p p p p p p p p p � _ - GARAGE FLR EL.- 2-0 (9.5 ) GARAGE FLR EL. 2 0 ( p p p p p p p - p p p p p p - - - - - - - - - AVERAGE GRADE EL. - 2'-6" (9.0') DRAWN BY DRAWING NUMBER - AVE RAGE GRADE EL. - 2'-6" (9.0') STONE VENEER p CHKD BY AS SELECTED e _ BY OWNER — �rnn I��yE� AS SELECTED DATE BY OWNER WEST ELEVATION REAR ■ PROJ # 2022-19 SCALE 1/4" = 11-0" 1 1 "TIMBERLINE"ASPHALT SHINGLES ASv v SELECTED BY "TIMBERLINE"ASPHALT SHINGLES AS SELECTED BY THE OWNER ih a� WOODEN RAILING AND SUPPORT UPRIGHTS STANDING SEAM METAL WITH CABLE GUARDS TYP. ROOFING SELECTED BY THE OWNER U "AZEK"TRAM BOARDS -, o U O CV TYP. ") SECOND FLOOR EL. + 10'-2" _ — —STANDING SEAM ME AL SECOND FLOOR EL. + 10'-2" ROOFING SELECI ED BY THE OW M— — — — _ CV "AZEK"COLUMN ENCLOSURE TYP. N = O U 0 WOODEN RAILING AND SUPPORT UPR GH o� WITH CABLE GUARD 3 TY FIRST FLR EL. 0'-0" (115) FIRST FLR EL. 0'-0" (115)— CABANA RM FLR EL. 4-6" 11.0' — — — — — INK — -0' ( ) CABANA RM FLR EL. -6" 11.0' 19 GARAGE FLR EL.- 2'-0" (95) _ — o 0 0 0 0 0 0 0 — o 0 0 0 0 0 0 0 0 0 0 0 — o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 — GARAGE FLR EL.- 2'-0" (9.5') IF AVERAGE GRADE EL. - 2'-6"�(9_ ) o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AVERAGE GRADE EL. - 2'-6" (9.0') 0 0 0 0 0 0 0 o STONE VENEER EL 9 2' EL 9.2' EL 10.0' AS SELECTED BY OWNER 10-10-,23 UPDATED ROOF LINES 10-10:23 UPDATED ROOF LINES EL. +6.5" 9/27/23 UPDATED ROOF LINES EL. +5.8' 9/15/23 REISSUED FOR PERMIT DENIAL 6/2/23 ISSUED FOR PERMIT DENIAL 0��ULEVAT.10N 1'-0" 1/26/23 ISSUED FOR CLIENT REVIEW 1/17/23 ISSUED FOR CLIENT REVIEW 1/16/23 ISSUED FOR CLIENT REVIEW 1/12/23 ISSUED FOR CLIENT REVIEW WSJS ARCHITECTS "TIMBERLINE"ASPHALT 755 NEW YORK AVE., HUNTINGTON, N.Y. "TIMBERLINE"AS El SHINGLES AS o 31 351-1999 SELECTED BY THE OWNER SEI ECTED BY THE OWNER o o ARCHITECTURE INTERIORS PLANNING THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY "TIMBERLINE"ASPHALT OF THE ARCHIITECT.INFRINGEMENTS SHINGLES AS WILL BE PROSECUTED. o SELECTED BY THE OWNER ! �;� THE CONTRACTOR SHALL VERIFY ALL , FIELD CONDITIONS AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCES cM SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR I 2024 NEGLECT ON HIS PART. y — — — — — — — — — — — — Southold Town 0 0 0 0 ^�►d o Tru ees 0 0 0 F-: o CERT. NO. J STANDING SEAM METAL o ING SEAM ME o 0 o U o ROOFING SELECTED EIL l�IqG O (V SELECTED DING SEAM METAL PROJECT NAME BY THE OWNER BY THE OWNER ROOFING SELECTED 00 M ALTERATIONS&ADDITIONS TO: o BY THE OWNE o 0 o SECOND FLOOR EL. + 10'-2" — — — 520 SNUG — — — — — — — — — — — N HARBOR ROAD 0 0 o D o 0 o GREENPORT, NY N = DRAWING TITLE COVERED 0 0 0 0 0 o PORCH o NORTH & SOUTH 0 0 0 0 0 o FIRST FLR EL. 0'-0" (115)_ 0 0 0 o ELEVATIONS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —o r1 0 0 — — — — . — — — — — — i CABANA RM FLR EL. -0'-6" (11.0') zo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N GARAGE FLR EL.- 2'-0" (9_5') + 10� EL+9.4' LAVERAGE GRADE EL. - 2'-6" (9.0') DRAVINN BY DRAWING NUMBER STONE VENEER O TDOOR GAS FIREPLACE EL+8.4' STONE VENEER AS SELECTED COVERED PORCH NORTH ELE11A. W-TED BY OWNER EL-1'-0"(10.5') CHKD BY 2 1/4"=11 AM A"I DATE A50U PROJ # 2022-19 SCALE A11AP L� - LA N E NOTE: HEAVY OUTLINE INDICATES EXTENT OF EXISTING DWELLING FOOTPRINT AT FIRST FLOOR TO REMAIN. REFER TO DRAWING ST1.0 FOR INFORMATION REGARDING PROPOSED ADDITIONS TO DWELLING AND FOR INFORMATION REGARDING PROPOSED SITE IMPROVEMENTS. O YL g i�KH EAD 5 TOP �Op CAPPING � ; V�I/W0 TW 4. �pT 52 Q , 0 EXIST. BILCO DOOR, CONC. AREAWAY&STAIRS TO 130. 00 I (MAP) ° S S 2 °00 I !10 '( E CELLAR TO BE REMOVED 13 2 . J 0 BULKHEAD 0.5 S 0.6 N 401, __ ___ _ ' STOC DE FEN EON STONE WALL 0 2'S EL 10.0 x _MON' _ - �F F� S'/44 EXIST. MO EXI TIN /'EXISI. EXTERIOR g•Cj % EXIST. CONCRETE APRON WATER LINE 6 $� CONIC G E P VE S�AIRS TO BE E _ -_, / O TO BE REMOVED 0 SLIP C OE E / i REMOVED I I I LOT 54 `\ V HO N :' I rT-r��-1�� -rr I17— \\ ' I II111111111 I I I I IIIIIIIIIII I I i I O ^ • I I1111111111 � —'� � ( ` LLLLL _ I ' --- --- EXIST.ASPHALT 0 n� Z PAVEMENT TO M• EL 4 7rr---i I .� �( I I 1 3 REMOVED / ` - I EXTENT OF EXIST.2ND I 1 / W M v . I / FLOOR FOOTPRINT ; I / \ \ Q CL `.J W � 23, ;0 M I 0 7� EXISTING I EXTENT FOOTPRINT 2ND E 8.7 1 (1 � '; � E 6.� ;% INGROUND i i POOL I EXISTING FIN. \ V- \ ! _ FIRST FLOOR I p ' EXI TING i i I i ELEVATION 11.5 STEPS / TO BETI I I PORTION OF EXISTING0-� r I FIRST FLOOR/FIRST1REMOVED i i 1 1 FLOOR FOOTPRINT / N. \ ; I I I I I EXTENT OF EXIST. 2ND I � ; , \ I I I I t I 1 TO BE REMOVED / "V ' %� i i i ; ; FLOOR FOOTPCC5RINT .40 �, EXIST S7�% I i 1 I EXIST.ASPHALT // 9-15-23 RE-ISSUED FOR BUILDING PERMIT DENIAL d / TO VED , I I I I I 1 ( PAVEMENT TO / \ 6-02-2023 ISSUED FOR BUILDING PERMIT DENIAL EXISTING PATIO/DECK SOUND I L I BE REMOVED / \ J POOL TO BE REPAIRED/REPLACED t I 1 EXISTING BUILDING AREA S� , 1 I Y "' ::.....:..: :.M,: . 30.4, ; PORTION OF EXISTING I I i / O HOUSE= 3,338.8 S.F. I -- -_ SECOND FLOORJSECOND i1� OPEN PORCH AREA(>30 S.F.)= 39.5 S.F. ; ' _______� FLOOR FOOTPRINT TO i 1 __� I 1 I I I ; ,,-/ /� / O EXISTING WSJS ARCHITECTS POOL AREA= 556.6 S.F. L I BE REMOVED ' , I I 11 � SANITARY PATIO/DECK AREA 1,607.E S.F. r- � v SYSTEM& 755 NEW YORK AVE., HUNTINGTON, N.Y. = ; ; ___ 1 1 I _-�� I I I LEACHING 5,542.5 S.F. cv L 6.7 1 TOTAL EXISTING BUILDING COVERAGE= EXISTING RR TIE ------- I' POOLS TO (631) 351-1999 EXIST. BRICK PAVER I 5,599.7 DIVIDED BY 14,817=37.8% ` I ; PLANTER TO BE I � BE REMOVED REMOVED WALKWAY TO BE REMOVED EXISTING GROSS FLOOR AREA I \ EXISTING 3RD STORY �• 0 �v \\`\ OBSERVATORY TO J 0 ` BE REMOVED EXISTING FIRST FLOOR GROSS FLOOR AREA- 3,259.4 S.F. ARCHITECTURE INTERIORS PLANNING EXISTING SECOND FLOOR GROSS FLOOR AREA= 953.0 S.F. f G \ L- •� `� EXISTING THIRD FLOOR(OBSERVATORY)GROSS FLOOR AREA= 80.6 S.F. O`J ' I 1 STORY PORTION OF EXISTING ATTIC AE30VE 1ST FL., CLEAR HT. >6'= 8.5 S.F. $�p EL 8.7 EXISTING DWELLING O �O ` THESE PLANS ARE AN INSTRUMENT FOOTPRINT TO REMAIN V �(� OF SERVICE AND ARE THE PROPERTY I v/ ;✓J EXISTING 1ST FL. CLG. HT.> 15'= 16.3 S.F. I EL .7 V OF THE ARCIHITECT.INFRINGEMENTS EXISTING ATTIC ABOVE 2ND FL.,CLEAR HT. >6'= 61.7 S.F. EXIST.WOODEN v WILL BE PROSECUTED. I ♦ PORCH TO BE THE CONTRACTOR SHALL VERIFY ALL �j TOTAL EXISTING GROSS FLOOR AREA= 4,379.5 S.F. ` E T ' X E �/� G`I FIELD CONDITIONS AND BE D TD y REMOVED �/ v RESPONSIBLE FOR FIELD FIT AND I, 5, ♦ QUANTITY BE MADE OIN BEHALF LOF THECES t' [� EXISTING HOUSE ZONING DATA �N ZA I I �� $. O Q CONTRACTOR FOR ANY ERROR OR MAR 2 0 2( 3 `\� ` NEGLECT ON HIS PART. SCTM#DISTRICT 1000-SECTION 35 BLOCK 5 LOT 34 ZONING DISTRICT-R-40 CO Southold Town PORTION OF EXISTNG \ I I ___ II vrdofTrustc LOT IS NON-CONFORMING. REFER TO ZONING SECTION 280-124 NON CONFORMING LOTS LESS THAN 20,000 SF �,�� I L ___J I OO PORTION OF EXISTING FIRST FLOOR/FIRST �(�v , I L_ _J I REQUIREMENTS FOR'NON CONFORMING LOTS-SECTION 280-124 PERMITTED EXISTING \ FLOOR FOOTPRINT _!�" \ L__ _J _`Q FIRST FLOOR/FIRST LOT AREA 14,817 SF `, TO BE REMOVED ^0\v _\Q� I vV FLOOR FOOTPRINT � V TO BE REMOVED CERT. NO. BUILDING AREA 2,963.4 SF 5,542.5 SF \ O V �tJ� �y MINIMUM LOT WIDTH FRONTAGE F 150' 48.64' Q PROJECT NAME MAXIMUM BUILDING COVERAGE(%) 20% 37.4% �� ' ^ �j.� �/ ��`� �0�\v EXISTING PORCH ALTERATIONS &ADDITIONS TO: MAXIMUM GFA=2,100 S.F.+12.5%OF LOT AREA IN EXCESS OF 10,000 S.F. 2,702.1 S.F. 4,379.5 SF v ' � W-� ��/ ��� O��C, &STEPS TO BE MINIMUM FRONT YARD(FT) 35' 36.37; �< � �► �• ��, ;; `\�'� REMOVED 520 SNUG MINIMUM SINGLE SIDE YARD(FEET) 10, 10.2 0 cp 0 \ \ oo� MINIMUM TOTAL SIDE YARDS(FEET) 25' 24.2' �i MINIMUM REAR YARDS(FEET) 35' 23.54o POOL) •� \; i� HARBOR ROAD MAXIMUM BUILDING HEIGHTSTORIES/FT ' 2 1/2 STORIES,35-TO 3 STORIES,INCL. \( ) 2 1/2 STORIES.,35 TO PEAK TO PEAK OF SLOPED OBSERVATORY,32'To �G O� \ I PORTION OF EXISTING SCTM# 1000-35-05-34 ROOF,25'TO TOP OF TOP OF FLAT ROOF �` O FIRST FLOOR/FIRST FLAT ROOF. ABOVE OBSERVATORY. ` p I 2 STORIES,27'-8•TO Is \ I PEAK OF SLOPE ROOF y ` ' \ O ; FLOOR FOOTPRINT TO BE REMOVED 520 SNUG HARBOR RD GREENPORT, NY OVER MAIN PORTION �\O OF HOUSE. �O ;�\ 1G �; h� DRAWING TITLE C , EXISTING AREAWAY &STAIRS TO BE REMOVED SITE DEMO/REMOVALS \ O� NOTE: HEAVY OUTLINE INDICATES INFO & SURVEY DATA PLAN Q •O h � ` EXTENT OF EXISTING DWELLING ALL EXISTING INFORMATION TAKEN IS BASED ON SURVEY\` \ � ��� FOOTPRINT AT FIRST FLOOR PREPARED BY KENNETH M WOYCHUK LAND SURVEYING, �LL ��\ TO REMAIN. REFER TO DRAWING PLLC,DATED 01/25/2022 '` ST1.0 FOR INFORMATION 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM\ \ REGARDING PROPOSED 2. EXISTING SPOT ELEVATIONS ARE SHOWN THUS: XX \\ ` F.FL.-FIRST FLOOR \ p, ADDITIONS TO DWELLING AND FOR DRAWN BY^ INFORMATION REGARDING TB -TOP OF FLKHE DRAWING NUMBER \\ ' 1• TB •TOP OF BULKHEAD \\ ✓✓✓ BB - JB BOTTOM OF BULKHEAD TIN -TOP OF WALL PROPOSED SITE IMPROVEMENTS. `\\ BULKHEAD BW -BOTTOM OF WALL pP VIN' � 2. FLOOD ZONE INFORMATION TAKEN FROM: CHKD BY T � CAPPINGFLOOD INSURANCE RATE MAP No. 36103CO176 H JS T ZONE AE: BASE FLOOD ELEVATIONS DETERMINED I V V pOD W X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% I ANNUAL CHANCE FLOODPLAIN. DATE 6-02-20236 U ■ PROJ # 2022-19 SCALE AS NOTED KEY MAP LEGEND EXISTING ADJACENT PROPERTY EXISTING D PROPERTY DWELLING BULKHEA - 73 PROPOSED PERMEABLE NOTE: PROPOSED RETAINIG WALLS LOCATION '• PAVER DRIVEWAY AIAPL AS APPROVED BY THE BOARD OF �i LA PROPOSED 2nd STORY TRUSTEES OF THE TOWN OF SOUTHOLD 1 V ADDITION ON 2/15/23 PROPOSED 2 STORY ADDITION If.i 11 v j vz FUJI CLEAN INNOVATIVE F, 7 &ALTERNATIVE SEPTIC 8'DIA.X 4'TALL EXISTING TANK PRECAST CONC. BULKHEAD -------- FUJI CLEAN INNOVATIVE LEACHING POOLS I &ALTERNATIVE SEPTIC (TYP.) L------- TANK POOL FILTRATION • PROPOSED 8' DIA.X 4' c SYSTEM Q EULKHEAD ; LP XISTING -,\� TALL PRECAST CONC. VINYL B�JLKI'IGAD ; 55 GULL POND _,� LEACHING POOLS TYP. TOP v IN00c) CAPPING j LOT � POTENTIAL EXPANSION WNV `p' 4.2 Q ;� EXI ING` �`EP LEACHING POOLS TYP. T V V J BULKHEAD a PROPOSED FIREPLACE 130. 00 (MAP) PROPOSED PRECAST CONC. O 0 r ,il &CHIMNEY ® J DRWELLS W/SOLID COVE. O ►S g 2 00 ; 0 �� E •g�N 13 2 . .S 0 (BULKHEAD) REFER TO SITE PLAN FOR ��'�. , 0.5 S EXISTING ADJACENT SIZES&LOCATIONS. - PROPERTY DWELLING �'-�� PROPOSED PRECAST CONC. '"!� 0� / ' ( DRYWELLS W/INLET COVER. �� ��` `0�/ v LINE OF FORMER - ,' `c ST CKADE FENCE ON ST E WALL - _ EL 10.0 x -MON• ----_ ' 0.2�5 REFER TO SITE PLAN FOR �'9b �� Fz 0 s'��/ PATIO/ON GRAD E j i g 5 X ----- - WATER LINE SIZES&LOCATIONS. / \ 6 ` � I EL /, 0 o SLIP N I LOT 8 EXISTING CONTOURS v / ` N i I AC o I AC t O , ` / COND. COND. L i M •. r (8) PROPOSED CONTOURS `� .� ;' I �'-0 . • �• `-� •� Z LLI (X.X) PROPOSED SPOT GRADE ��� Q c $EL 4 r� I �( i 3g;g• tP EXTENT OF EXIST.2ND t W \� FLOOR FOOTPRINT i -o- �-P STORM DRAINAGE CALCULATIONS �� TOWN OF SOUTHOLD STANDARDS �VLL RAINFALL=2"/HR=.17FT/HR `-V I �j� LP. :� , COEFF.FOR PERMEABLE,LANDSCAPING&GRASS=.3 �J EXISTING I i o----�� VV - PROPOSED Q COEFF.FOR ROOFS AND PAVING=1.0 O .1 , . i• 1 R J / �; RETAINING I ` _ w IMPERVIOUS AREA I 42.37' � `�. •, PERMEABLE ?3' / WALL TYP. I EXTENT OF EXIST.2ND ; b DRIVEWAY 0 BUILDING INCLUDING COVERED PORCHES O / I FLOOR FOOTPRINT 1 36:37' &INCLUDING ROOF OVERHANG: 3,289.4 SQ.FT. Q DECK SURROUNDING POOL AT REAR/WEST �/ SIDE OF HOUSE: 1,557.1 SQ.FT. ` O77 / I 38.5 J TOTAL IMPERVIOUS AREA: 4,846.5SQ.FT. ^ j •i P. IN ROUND I 1 /' " v �" ; E 6./ ;' i EXISTING FIN. I f C rn PERMEABLE AREA OOL FIRST FLOORGP - LANDSCAPED AREA&PERMEABLE DRIVEWAY 1 � % I 'riRtSPO�ED OPEN,' ��. ,�- ELEVATION 11.5 { O IN THE FRONT: 3,738.7 SQ.FT. L 11 E I TING I i'� I ('�OVEI2ED FR©NT :; ��. R T INING PROPOSED D LINE C F FO ER STORY EXT RiOR 0•� �� STORM DRYWELL CAPACITY REQUIRED FOR IMPERVIOUS AREA= Q �/ L TYP, � �- ` ' • PATIOX ON DE DECK , i- �' S 4,846.5 SF X.167 FT/HR X 1.0=809.3 CF `� 1 , BALCONY STORM DRYWELL CAPACITY REQUIRED FOR PERMEABLE AREA= �1 1 i I O N. 3,738.7 SF X.167 FT/HR X 0.3=187.3 CF v i i I i Q PROPOSED E�P M OIL �I TOTAL CUBIC FEET OF STORAGE REQUIRED 809.3+187.3 996.E CF ` 1 I \PERMEABLE. TOTAL CUBIC FEET OF STORAGE TO BE PROVIDED=1,069.7 CF>996.6 CF (� 1 - �,J I ;' STORM DRAIN i_L E TENT OF EXIST.2ND 'DRIVEWAY DRYWELLS TO BE PROVIDED 1 \ , � v • • O 9/"15/23 RE ISSUED FOR BUILDING PERMIT DENIAL �� � 1 6,7 � � INL�T I LOOR FOOTPRINT • • �', ' ' (1)10'DIA.X 5'HEIGHT PRECAST CONC.STORM DRAIN RING,EFFECTIVE DEPTH=4.5, �11 i \\ r 'I C Bl I :� O \ 6-(02-23 ISSUED FOR BUILDING PERMIT DENIAL CAPACITY=68.42 CU.FT.PER LIN.FT. ^ I i I I 68.42 X 4.5=307.89 CU.FT.CAPACITY s PROPOSED -J I ---'-•--__ ('� EP INDICATESCATIONS (1)10'DIA.X 4'HEIGHT PRECAST CONC.STORM DRAIN RING,EFFECTIVE DEPTH=3.5' ���I/• CAPACITY=4 2 CU.FT.PER LIN.FT. j a 4 ; O TDOOR GAS EXISTING DECK(PATIO I `1 FOR POTENTIAL XPANSION 68.42 X 3.5=239.47 CU.FT.CAPACITY I I / 1 F REPLACE ON GRADE TO �E REPAIRED i LEACHING POOLS PER _ ______ ______ L- �:. : Jf s SCDHS REOMTS. WSJS ARCHITECTS (1)IT DIA.X 5'HEIGHT PRECAST CONC.STORM DRAIN RING,EFFECTIVE DEPTH=4.5' 1 EL / /7 `\ CAPACITY=100.88 CU.FT.PER LIN.FT. I v _ 100.88 X 4.5=453.96 CU.FT.CAPACITY I I I STORM DRYWELL SYSTEM C, I I TOTAL CAPACITY TO BE PROVIDED=307.89+239.47+453.96=1,001.32CF>996.6CF ❑ ° 1 1 I s \"vI� -_��v_ 12' DIA.X 5' HEIGHT PRECAST 755 NEW YORK AVE., HUNTINGTON, N.Y. SHADED AREA L 6.7 �, I �� 0. , INDICATES AREA CONCRETE STORM (631) 351-1999 DRAINAGE RING PROPQSED OF PROPOSED 2 I RETAII`•(NG j =•�, -<< STORY ADDITION EXISTING BUILDING AREA OPEN I I s TW ` •!.� WALL � COVERED PROPOSED I PROPOSED - __�; STORM DRYWELL SYSTEM A, PORCH, I CABANA FLOOR I GARAGE FLOOR 10'DIA.X 5' HEIGHT PRECAST HOUSE= 3,338.8 S.F. K ; T/PORCH I ELEVATION 11.0 1 ELEVATION 9.5 O�G \ L •7 I 1 CONCRETE STORM ARCHITECTURE INTERIORS PLANNING � ELEV.10.5 OPEN PORCH AREA(>30 S.F.)= 39.5 S.F. ' POOL AREA= 556.6 S.F. a'X1� EL 8. ° 1 j DRAINAGE RING THESE PLANS ARE AN INSTRUMENT ` ` I I �j ` �� OF SERVICE AND ARE THE PROPERTY TOTAL EXISTING BUILDING COVERAGE= 3,934 S.F. I I �� BORING Q OF THE ARCHITECT.INFRINGEMENTS DEL "7 ❑ i l' LOCATION WILL BE PROSECUTED. 3,934 DIVIDED BY 14,817=26.5% I ' '• • '� �� THE CONTRACTOR SHALL VERIFY ALL I� v �j {AVVV FIELD CONDITIONS AND BE PROPOSED BUILDING AREA i �(V J RESPIONSIBLEFOR FIELD FIT AND (}� E •8 x AC �/�` QUANTITY OF WORK.NO ALLOWANCES = 2 873.E S.F. �>. 1 COND. /�' ' V �� SHALL BE MADE IN BEHALF OF THE M A f l 2 6 HOUSE J N�j� ❑ O Q O CONTRACTOR FOR ANY ERROR OR 202Q 1 �( G STORM DRYWELL SYSTEM B V Gj NEGLECT ON HIS PART. OPEN PORCH AREAS(>30 S.F., CUMUL.)= 46.8 S.F. N� 'O 1 2 � , L $. Q �� 10'DIA.X 4'HEIGHT PRECAST Jv sotrthdldTown POOL AREA= 556.6 S.F. ; TOTAL PROPOSED BUILDING COVERAGE= 3,477 S.F. `\ ; CONCRETE STORM GP` BdofTrustees 3,477 DIVIDED BY 14,817=23.4% `�� 1 QQQ DRAINAGE RING ci V 1 .\Boring\PDF Images\1000-: PQ EXISTING GROSS FLOOR AREA �� \ v �Q �� _^ CERT. NO. ``�- PROJECT NAME EXISTING FIRST FLOOR GROSS FLOOR AREA= 3,259.4 S.F. �i V�\v` o� ALTERATIONS&ADDITIONS TO: EXISTING SECOND FLOOR GROSS FLOOR AREA= 953.0 S.F. v ' x EL 5. �O EXISTING THIRD FLOOR(OBSERVATORY)GROSS FLOOR AREA= 80.6 S.F. 'y X- �,A 520 SNUG EXISTING ATTIC ABOVE 1ST FL.,CLEAR HT.> 6'= 8.5 S.F. O �` <(� EXISTING 1ST FL. CLG. HT. > 15'= 16.3 S.F. O �� \ \ 0�0 ^Q\v EXISTING ATTIC ABOVE 2ND FL. CLEAR HT. >6'= 61.7 S.F. 2 ' � �,.� •� ``,, Tw3.4 �� ;-" HARBOR ROAD TOTAL EXISTING GROSS FLOOR AREA= 4,379.5 S.F. �G O SCTM# 1000-35-05-34 PROPOSED GROSS FLOOR AREA <� 1 1 � \ Q ; 520 SNUG HARBOR RD GREENPORT NY SOIL BORING s = �`,o � o PROPOSED FIRST FLOOR GROSS FLOOR AREA= 2,631.4 S.F. r0� 1 PROPOSED SECOND FLOOR GROSS FLOOR AREA= 1,605.7 S.F. TEST HOLE DATA 0 7- � �` G % �. NOTE: REFER TO AND COORDINATE WITH DRAWING SD1.0 DRAWING TITLE TOTAL GROSS PROPOSED GROSS FLOOR AREA= 4,237.1 S.F. �� �� ���(jv �� FOR INFORMATION REGARDING PROPOSED DEMOLITION SOIL BORING PERFORMED BY McDONALD �, O AND REMOVAL OF PORTIONS OF EXISTING BUILDING ZONING DATA GEOSERVICES, SOUTHOLD, NY ON 12/28/2022 AND FOR INFORMATION REGARDING PROPOSED DEMOLITION AND REMOVAL OF EXISTING SITE SITE PLAN SCTM#DISTRICT 1000-SECTION 35 BLOCK 5 LOT 34 ZONING DISTRICT-R-40 �(r� / `� J O IMPROVEMENTS. LOT IS NON-CONFORMING. REFER TO ZONING SECTION 280-124 NON CONFORMING LOTS LESS THAN 20,000 SF O� \`�\ •� `` REQUIREMENTS FOR"NON CONFORMING LOTS"SECTION 280-124 PERMITTED EXISTING PROPOSED y LOT AREA 14,817 SF 14,817 SF ���\ `,\ INFO & SURVEY DATA BUILDING AREA 2,963.4 SF 5,542.5 SF 5,034.1 SF �� ALL EXISTING INFORMATION TAKEN IS BASED ON SURVEY MINIMUM LOT WIDTH FRONTAGE FT 150' 48.64' 48.64' \`� DRAWN BY DRAWING NUMBER �. PREPARED BY KENNETH M WOYCHUK LAND SURVEYING, MAXIMUM BUILDING COVERAGE(%) 20% 26.5% 23.4% �� PLLC, DATED 01/25/2022 JB MAXIMUM GFA=2,100 S.F.+12.5%OF LOT AREA IN EXCESS OF 10,000 S.F. 2,702.1 S.F. 4,379.5 SF 4,237.1 SF \ LKHEA� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM MINIMUM FRONT YARD(FT) 35' 36.37' HOUSE EAVE AT \\ TOP VINYL B LK 2. EXISTING SPOT ELEVATIONS ARE SHOWN THUS: X,X CHKD BY JS MINIMUM SINGLE SIDE YARD(FEET) 10, 10.2' 10.8' Cpp CA `\ `nI F.FI. -FIRST FLOOR G.F. GARAGE MINIMUM TOTAL SIDE YARDS(FEET) 25' 24.2' 25.2' WNW T v ' 3• TB L -TOP OF OF BULKHEAD DATE MINIMUM REAR YARDS FEET 35' 24.54'(TO HOUSE) 24.54 (TO HOUSE,COVERED PORCH) TW -TOP OF WALL 6-01-2023 (FEET) 23' TO POOL 23' O POOL BW -BOTTOM OF WALL MAXIMUM BUILDING HEIGHT(STORIES/FT) 2 1/2 STORIES.,35'TO PEAK TO PEAK OF SLOPED OBSERVATORY, , 2STORIES.,32'TO PEAK OF SLOPED ROOF 2. FLOOD ZONE INFORMATION TAKEN FROM:TO PEAK OF SLOPED OBSERVATORY,32'TO ROOF,25'TO TOP OF TOP OF FLAT ROOF FLOOD INSURANCE RATE MAP No. 36103CO176 H PROJ # FLAT ROOF. ABOVE 2 STORES.27'-8ATORY ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 2022-19 PEAK OF SLOPED ROOF 041T E PLAN ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% OVER MAIN PORTION 1 =10, ANNUAL CHANCE FLOODPLAIN. OF HOUSE. SCALE AS NOTED