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HomeMy WebLinkAboutTR-10642 Z� SO Town Hall Annex Glenn Goldsmith, President 54375 Route 25 A. Nicholas Krupski, Vice President �� P.O. Box 1179 Eric Sepenoski F3 Southold, New York 11971 Liz Gillooly � � Telephone (631) 765-1892 Elizabeth Peeples Fax (631) 765 6641 NTI BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE HE AC IV T ES CHEOKED OFF 72 HOURS PRIOR TO COMMENCEMENT OF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 15' day of construction '/2 constructed When project complete, call for compliance inspection; Glenn Goldsmith, President ®f SQ(/,� Town Hall Annex A.Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples � a` a� Fax(631) 765-6641 c®UNTV,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 25, 2024 David Bergen PO Box 1008 Cutchogue, NY 11935 RE: ECAE 149, LLC 520 SNUG HARBOR ROAD, GREENPORT SCTM# 1000-35-5-34 Dear Mr. Bergen: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 18, 2024 regarding the above matter: WHEREAS, David Bergen on behalf of ECAE 149, LLC applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated March 26, 2024, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 18, 2024, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the, proposal complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of ECAE 149, LLC to demolish (Per Town Code Definition) the existing two-story dwelling and construct a new two- story dwelling with first floor front covered porch, second story balcony, and fireplace chimney; convert existing pool to salt water, maintaining at current grade and shape; repair existing deck/patio on grade; remove/construct two 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 drywell for pool backwash, A/C units, buried propane tank, and gutters to leaders to drywells to contain roof runoff; with the condition of planting three (3) native hardwoods of 2-3" caliper; all as depicted on the site plan prepared by WSJS Architects, received on September 10, 2024, and stamped approved on September 18, 2024. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly,yours, Glenn Goldsmith President, Board of Trustees 1 r �:�, � �,.i:'P?.,F'+. '_'f%: : . +�"a t�ti.. � � .'3,..,_... i :T. •c• f`� _. .``.. .•: .�i � ' 'r '".Y if-ti h'�_'AN . �, .`i.'+a. .5S+' F#,`E",2,�t7't�"''j,PR:',:l.YY%tb'CS47LT.`'e;'i?�:2.''�" 5�' .'2 ;��' �27�.'0?tiCS'4' '��,i93�', .'.L?. .t.;� ` •'o_°.£".3'�!�.atv"A'�'.''..S EZ`;d3xJ'°.:iGS`.."@Y,'�zk� �. 'Z' BOARD OF SOUTHOLD TOWN TRUSTEES F?'m SOUTHOLD,NEW YORK PERMIT NO. 10642 DATE: SEPTEMBER 18,2024 ISSUED TO: ECAE 149, LLC PROPERTY ADDRESS: 520 SNUG HARBOR ROAD, GREENPORT SCTM# 1000-35-5-34 AUTHORIZATION ' Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ' accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 18,2024, '� and in consideration of application fee in the sum of$1,250.00 paid by ECAE 149,LLC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish (Per Town Code Definition) the existing two-story r, t dwelling and construct a new two-story dwelling with first floor front covered porch, q second story balcony, and fireplace chimney; convert existing pool to salt water, maintaining at current grade and shape; repair existing deck/patio on grade; remove/construct two new stairs from patios to pool; remove existing and install a new I/A OWTS sanitary system; replace asphalt driveway with permeable gravel driveway 31C' including drainage; install pool equipment, a drywell for pool backwash, A/C units, buried propane tank, and gutters to leaders to drywells to contain roof runoff; with the :. condition of planting three (3) native hardwoods of 2-3" caliper; all as depicted on the site plan prepared by WSJS Architects, received on September 10,2024, and stamped approved on September 18, 2024. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, , y and these presents to be subscribed by a majority of the said Board as of the day and year written above. ,gym �SgfFDJ D s f:. .. F` O •� R 6' ��:;���,�� z �r� ,r�.�.,x,$r:. s��;- �w�rr.,� s;.pa���a�rn; .�.�,,,��.�mr��• �' .�s�n� , TERMS AND CONDITIONS The Permittee ECAE 149,LLC, 520 Snug Harbor Road, Greenport New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Percnittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. KEY MAP EXISTING ADJACENT LEGtND W S i S XISTING PROPERTY S EULKHEAD PROPERTY DWELLING LOCATION PROPOSED PERMEABLE NOTE: PROPOSED RETAINIG WALLS PAVER DRIVEWAY AS APPROVED BY THE BOARD OF APLE ® PRO D2,1STORY TRUSTEES OF THE TOWN OF SOUTHOLD LANE ADDITION ON 2/15/23 OS PROPED 25TORY PROPOSED v IS FUJI CLEAN INNOVATI\/ 8'DIA.X 4'TALL D EX TING BULKHEAD 8 ALTERNATNE SEPTIC PRECAST CONC. r------- FUJI CLEAN INNOVATIVE TANK LEACHING POOLS m &ALTERNATIVE SEPTIC L------J TANK POOL FI SV8TEM � D EXISTING PROPOSED 8'DIA.X W AD ULKHEAD GULL POND L'LF s iE�ACIPIwcaooisrya. TO^P VINYL GAPPING LOT 55 �1 �0 _Z E%PANSION LEACHING NIN TW 4.'2 Q \O4 •'�7I Q EXI NG 130.00 (MAP) -� BULKHEAD I'EP/ POOLS TVP. /', PROPOSED (REPLACE I m ' PROPOSED PRECAST CONC. &CHIMNEY I v O O DRWELLS SOLID COVE. �., R 132.501 (BULKHEAD) REFER TO SITE PLAN FOR ��'- "2 000100 lr E 0.5lS 0.6'N / -n EXISTING ADJACENT SIZES&LOCATIONS. �DF.-'•, - - - - - CA C PROPERTY DWELLING PROPOSED PRECAST CONC. LG 04 DRYWELLSW/INLET COVER 9G Olv LINE OF FORMER ST CKADE FENCE ON ST E WALL p 2'S EL 10.0 x N. - ry O C m / suFS 8T OSCATION�SN FOR F9pTOOF� F4�s/(� y ATIO/ON GRAD E , / EL g 5 x -- ------- WATER LINE = hO+l I . CA 0 °�� ------8 EXISTING CONTOURS y 9T� \ SLIP 6' j -- LOT _ Z O M --G ULI % EXISTING GRADE ELEVATION \ ` ,Q' DO' �0EL 4 7F� / 12 x � r c y �l/ G EX7ENTOF EXIST.2ND , '�P:'-' ' Q � I-- \ /I _EXTENT S LOOR FOOTPRINT -O- i :..: 'LP Q MCI O STORM DRAINAGE CALCULATIONS _V ,IV DRY ti Jv `V \ / ON Inv. Y pp'm 2 } e.o (G� LP'..-•': p �/ rEw.ta wixO nOnnss•s �J^ ,EXISTING I •-- y. J •: PROPOSED caEFF.FORaoO A (;� (� / RETAINING =� i -�` : :g2:37 I'' PERMEABLE W _ C/� `, J Z3• WALL TYP. �/ EXTENT OF EXIST.2ND DRIVEWAY �\ / a>mw0wc covmEO PORa,F-s Inv' - W 9-04-2024 TRUSTEES RESUBMITTAL y ,� m � � / I FLOOR FOOTPRINT t .-ae3r'°.L'P..' y Ovmuu"a a,ms.sn Fr. rw e_� -J (u Q + I [STING] Q / i t `3as• / Q9-04-2024 REVISED GARAGE FOOTPRINT TO ssr,w Fr. Fri p •7 IN ROUND O// "I" U•P' RESPECT PIER SETBACK LINE.REVISED BUILDING J - T/'1 AREAS ON ZONING DATA CHARTACCORDINGLY. ' ..we.ssa �.) E 6. I Inv. FIRST IFLOOR -- .. Ely',' l J 1 QQL Q/L 174 FIRST FLOOR '.,PROFOS�D OPEN. ,EI7 - "\ CORRECTED EXISTING SOUTH S1DE YARD �YFde ARFw 1 a ELEVATION 11.5 5• DIMENSION TO 102'. wm nRFnnFEnMenel�owvc�vnv t� i FJ(I 'NG `t i-^ I gOVERED FRONT, PROPOSED I •..-PORCH - suFm T NING / 7-30.2024 TRUSTEES RESUBMRTAL e, wrs¢monr. REO roRINVERhousAReA• LINE f�F FO ER � STORY RIOR : O �' srORN DaW C XCITrREaul O PATIO(ON EOECK W I se, .. �' 7-15-2024 TRUSTEES COMMENTS FOR DISCUSSION ..wes sFx.+m FOwtx+4•eosacF ! BALCONY I IL- r L- •G aweoRrwsu cwAnttaEO ilsEO FOR FERME.eIEAAFw• \ , ! I m uT scx.tm FrwRx4a•,ma I 0 : PRO OSED '"EP., MON•\ 0i ]/ EREouIRFn•Eass.+ma•esssff 1 ';PERMEABLE. 3-20-2024 ADDED STORM DRAIN PIPING WITH INVERT \ ELEVATIONS arero ETOF srORAOE TOSSPROVIOEO.1.Obo.a]CF>998a Ct E 67 \ NL�TM DRAIN NT OF EXIST.2ND ,8.0 _ 'rJ�tDPo� 'Ay' •Ad' 9/16123 RE ISSUED FOR BUILDING PERMIT DENIAL 0 , F OOR FOOTPRINT g,0 6.H sys1FMA50)to olaox rEHEIOHr FRErwsr cone srw+M ORAw RwO.TrF>:c1rva 1 \ , I O \ 6-02-231SSUED FOR BUILDING PERMIT DENIAL \ ^ 1 >C.BI Inv. r i .Inv:•. 4 m w.Fr.FER u- - \�7.0 5.8 O EP INDICATESL CATIONS R •AF' `°p�\ eaax4s awes w.Fr.wAcm ,1 , `__� PROPOS _______ �• P srm�(p,couxr NOONrPREusr cONc arwm+oRUN RwO.EFFEcmE 7' EXISTING DECKIPATIO FLOOR AD 'tnv' FOR POTENTIAL EXPANSION GF nH ow sr i .7.5' LEACHING POOLS PER � •y�2� 1B{ L PROPpS __ ON GRADE TO OE REPAIRE 60 SF inv Fa42xss-asaw.Fr.uFAatt � •r-Eq4 _______I ___________ \I i ''' 6'8' A SCDHS REOMTS. EL8., WSJS ARCHITECTS sraswespl,zolAxrNEICHr FRErwsrcavo sraw4oRAw Rwn FFFECINE I +m. 1 S. Inv Im.. ' m STORM DRYWELL SYSTEM C, °EP1X•' I 7.D r'�a '�7'' 12'DIA X 5'HEIGHT PRECAST 755 NEW YORK AVE.,HUNTINGTON,N.Y. nAd Y.,Doe4w F FER 9 O PIER LINE DIAGRAM _xxs=aa9ra.FT.uF.rnY inv. r �s__ ,."6:0 SHADED AREA I ._ CONCRGERINGRM (631)351-1999 Z L G. { i 6.8 .I ..iny. OF PROES POSED A DRAINAGE RING xrs EXISTING iu AREA OF IVED HOUSE OF PROPOSED 2 TO BER OVED ,I. s8'00} STORY ADDRION E)(STING BUILDING AREA lamom: Fa,omooR TW 3.4 ALLN(NG IS / PROPOSED `x'�`� Tax Map NumEw: tW04ssa4 \ li+s. \ 2 GARAGE FLOOR , STORM ORYWELL SYSTEM A, HOUSE= 3,338.8 S.F. ,� -J '/.' 10'DIA.X S HEIGHT PRECAST OPEN PORCH AREA(>305.F.)= 39.5 s.F. "" QEGK \ 0 L .7 \ ;o ELEVATION 9.5 CONCRETESTORM ARCHITECTURE INTERIORS PLANNING POOLAREA= 556.6 S.F. Derv: anal. I'm EL 8. \ IN J..� DRAINAGE RING Fn1 mEse wlxsaa:AvwsrwlMeNr TOTALEXISTINGBUILDINGCOVERAGE= 3,934 S.F. a ,'`'..,�,. O`V ocsEmnceANOARErHEFROFFmv i *EL 7 // OCATION ( �AUTMDEFR�Ecu m RwOE mns 393401VIDED BY 14,817=26.5% Feas,mN.eu.n ' BORING+,�' / V !.G rl,EcoN,Rnmon vwuwuwsu PROPOSED BUILDING AREA 1 _______ z W 1 G 8 I �,, inv I -V .,�V� �� FIUPocxomFORF F I r---- �.�5 nIazEFDRRflDRTAND N -•�" Q`-- 7.2 I ! uANnrcoF xrowc noAuowayces HOUSE= 2,751.2 S.F. %i q x \5� �`. -'�2 '''' Ov O\ O\ OPEN PORCH AREAS(>30 S.F.,CUMULJ= 46.0 S.F. C, Q POOL AREA 556.E S.F. N. 4A��' \\\ \\.pi�� Inv. i iii ''X` E_, i �QG 2 �,� TOTAL PROPOSED BUILDING COVERAGE=3,354.6 S.F. --- r �- (�r0� I mil_ i' Q5 l 3,354.E SF DIVIDED BY 14,877=22.6% ��(.�V \I -_,i '+ny- `QQ G --_ 2 V �' 1 �� • 6.8 O \ QQ . EXISTING GROSS FLOOR AREA 10,; �y c<` m � PROJECT NAME [CEIT NO. 'n �O STORM DRYWELL SYSTEM B. EXISTING FIRST FLOOR GROSS FLOOR AREA= 3,259.4 S.F. ��_ t* �\� �i' \ 10'DIA X WHEIGHT PRECAST ALTERATIONS&ADDITIONS TO: EXISTING SECOND FLOOR GROSS FLOOR AREA= 953.0 S.F. (C�tp 7/b `f`� ' CONCRETE STORM EXISTING THIRD FLOOR(OBSERVATORY)GROSS FLOOR AREA= 80.6 S.F. X EL 5.O \ ,,It EXISTING ATTIC ABOVE IST FL,CLEAR HT.>6'= 8.5 S.F. ✓ O'� \ 'L� %' (`�i' DRAINAGE RING 520 SNUG EXISTING 1ST FL.CLG.HT.>IS- 16.3 S.F. Cj �Q :' EXISTING ATTIC ABOVE 2ND FL,CLEAR HT.>G'= 61.7 S.F. 2� '� TW 34 F\G ��� HARBOR ROAD TOTAL EXISTING GROSS FLOOR AREA 4,379.5 S.F. ;ommama: Watts-unt"87Eei-sacs. G \ SCTMft 1000-35-05-34 PROPOSED GROSS FLOOR AREA �1 <�.f \ 520 SNUG HARBOR RD GREENPORT,NY PROPOSED FIRST FLOOR GROSS FLOOR AREA= 2,662AS.F. SOIL BORING Sm B4O \ O \ DRAWING TITLE PROPOSED SECOND FLOOR GROSS FLOOR AREA=1,605.7 S.F. 1 TEST HOLE DATA v'Cs�' h' .� PROPOSED BURIED \ NOTE: REFERTO AND COORDINATE WITH DRAWING SDI.O TOTAL GROSS PROPOSED GROSS FLOOR AREA= 4,268.1 S.F. \ ,'(`� �� LP TANK FOR INFORMATION REGARDING PROPOSED DEMOLITION SOIL BORING PERFORMED BY Mc00NALD i AND REMOVAL OF PORTIONS OF EXISTING BUILDING GEOSERVICES,SOUTHOLD.NY ON 3%8/2024S� `, ♦�O AND FOR INFORMATION REGARDING PROPOSED ZONING DATA ���j y� O O y� DEMOLITION AND REMOVAL OF EXISTING SITE SITE PLAN SCTMOOISTRICTIODO-SECTION35 BLOCKB LOT34 ZONING DISTRICT-R4D f3: G/ J IMPROVEMENTS. LOT IS NON-CONFORMING.REFER TO ZONING SECTION 286124 NON CONFORMING LOTS LESS THAN 20.000 SF w� F> •J�`. ,���JJJ (� rr�� T�TT I� REQUIREMENTS FOR NON CONFORMING LOTS'SECTION 280.124 PERMRTED EXISTING PROPOSED Y \ V` 1J IL, 11/) IL, LOTAREA 14,817 SF 1487SF ® ,L`r� U ILr�- BUI DINGAREA 2.963.4 SF 3,934.4 SF. 3,354.E SF. 2 1 `\ JNFO IS SURVEY DATA PREPARALL ED B INFORMATION M TAKENUK BASEDUR SURVEY DRAWN BY DRAWING NUMBER MINIMUM LOT WIDTH FRONTAGE 1�' 49.64' . P 39 PREPARED BY KENNETHM WOYCHUK LAND SURVEYING, MAXIMUM BUILDING COVERAGE(%) 20% 26.5% 22.6% 2 ,•\ PLLC,DATED 01/25/2022 JB MAXIMUMGFA=2,100S.F.r 125%OF LOTAREA IN EXCESSOF 10,000 SF. 2,702.1 S.F. 4,379.5 SF. 426.15F BULKHEAD1. ELEVATIONS ARE REFERENCED TO NA.V.D. 1988 DATUM CHKD BY MINIMUM FRONT YANG, 10, 31.3T bets To ,x�E \ VIN G Js MINIMUM SINGLE SIDE YARD(FEET) 10' 10.7 2 10.2'RaoF `\ TwOP OOp CAPPING SEP 1 0 2024 2. EXISTING SPOT ELEVATIONS ARE SHOWN THUS:as `^ MINIMUM TOTAL SIDE MDS(R0S0'EET) 25 24.2' ��r \ '"� TW 3•5 DATE ST 1 •O MINIMUM REAR YARDS(FEET) 35' . rto� ..bRoxuus I 2 6-01-2023 MAXIMUM BUILDING HEIGHT(STORIESI FT) s,n srowEs,srr0 aiw 'A�'"�.0 ` 2.FLOOD ZONE INFORMATION TAKEN FROM: rowan• TlIFAxOFswFEORaOF FLOOD INSURANCE RATE MAP No.36103CO176 H PROJ# os Fui T w�i:cen"smv4TOR+. }1., N yI 2022-19 srOaFrta.ram SITE PLAN _ _ Southold Town ZONE Al!:BAEE FLOOD ELEVATIONSDETERMINED ZONE X AREAS DETERMINED TO BE OUTSIDE THED3% 1•=10 Board of Trustees ANNUAL CHANCE 10001- SCALE AS NOTED o T -,S -OLD u. . H . TRUSTEES rro. to issued To. Ll-c- � . Dafe q - Address ' s�ua ` �'lC► rbor �G.�Gr�e^po�► THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE,TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.:' 765.1892 . . . fir, .e. . ": '.: T' .. . . :.�.. _ _ . .. •. - - , _ � :* .:'.' - ,. _ _., 7 � x . ._�• .. .: '. _ - : : Pix.' "�i. f' f« yr� ;a . 'v ,?, . ;". 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"V„r n,.,:,..d� 4 . , ..y,>at:,:.'.:'A,W-;';y.-:'r><•,�:4t';:eu,e`q. ;1`x-`�r '`a."t�:^,,:)t,4 2,>�'•r�"�,'_r�'Sv'-, . :Y:: ..r';?,1.«.. .'�mat:-',T.4.,,T,„:i„>;,�-,�,-,,-..5;?-,>,,.r,.,- ,-t;,..,... . as L.#9 . , rc+,t r< m A. 4.,l,,1. ,� . ;•J°rr ,r ,L.^:;t",,,..fir. -Y:�r 'j•:r'.:,,,,. c' ,y.,:w-q.,•n`1:.w, , .t.. $. t'^s:,, r1.^e, .5.u�v /:C:,.n .. w r`, ;'X .1_ 2,fit, „"v;W,'1,'i"$+"`r.' „ n nxt+..u.G.-a'an:v:.Z�"[..,: �7'!•C.d'�. re,.'-�4at:•L,r4'M1:'u....; .. ., .. a r .A i L I OEM OF it .40 aim- 471, F1:1 JOHN SEIFERT, RA FRONT YARD RENDERING • • Cantrell, Elizabeth From: Dave Bergen <davebergen78@gmail.com> Sent: Monday, September 9, 2024 9:16 PM To: Cantrell, Elizabeth Subject: Fwd: 520 Snug Harbor Attachments: IMG_2724jpg; IMG_2725jpg; IMG_2727jpg Reference ECAC 149 LLC Liz, I will be submitting tomorrow a new site plan and revised project description for this application. I wanted to include these pictures taken today of the site staked out. Pictures one and two show the southeast side which includes the proposed garage now slightly pushed out. The third picture shows the portion of the existing structure which will be eliminated when the house is pulled back to the pier line as shown on the new plans dated September 4, 2024. Thank you, Dave Bergen Agent for ECAC 149 LLC ---------- Forwarded message--------- From: Dave Bergen <davebergen78@gmail.com> Date: Mon, Sep 9, 2024 at 7:01 PM Subject: 520 Snug Harbor To: <davebergen78@gmail.com> Sent from my iPhone ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. s 11 ,a s � tuJ 4 w J 1 j �ay;CC ti . ' 1 s � 7 n Not '� t ' � t � a s. Div' Box 1008 Cutchogue, NY. 11935 September 10, 2024 Southold Town Trustees Town Hall Annex 54375 Rt. 25 Southold, NY. 11971 Dear Trustees: I am respectfully submitting to you the attached updated plans dated September 4, 2024 and updated project description for the renovation of a house for ECAE 149 LLC located at 520 Snug Harbor Rd, Greenport, NY . I had sent by email pictures of the site staked. The house is now at or behind the pier line. Thank you for your further consideration of this application. Please do not hesitate to contact me at 516-848-6438 should you have any questions. Sincerel , David Berg , Agent for ECAE 149 LLC 1 (.3 202 ECAC 149 LLC project description. (Revised 9/4/24) Permit in existing house, open porch and pool area totaling 4380 sq.ft. gross floor area 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 northeast portion, 2,161 sq ft of asphalt material in driveway, 95 sq. ft existing porch, 984 sq. ft. portion along southeast, two sets of existing porch steps, small 3 sq. ft section at southwest corner, 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 IA 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, a 60 sq ft proposed first floor addition and two proposed stairs down from patio to pool. Final proposed gross floor area to be 4268 gross sq. ft. Replace asphalt driveway with permeable gravel driveway. Install one 12 ft diameter and two 10 ft diameter precast drainage rings in dri- veway. Install saltwater pool filtration system/drywell and AC units near north wall. Add pro- posed fireplace chimney to north wall. House to include gutters and leaders leading to dry- walls to contain roof run off. Add buried propane tank along southern side of property. Project will result in a net reduction of 111 gross sq. foot. All as per plans dated 9/4/24 Trustee Re- submittal by WSJS Architects. EP 1 0 2024 KEY MAP LEGEND EXISTING ADJACENTwsis PROPERTY EXISTING PROPERTY DWELLING NOTE: PROPOSED RETAINIG WALLS NIApL,E LOCATION BULKHEAD � PROPOSED PERMEABLE PAVER DRIVEWAY AS APPROVED BY THE BOARD OF �1✓7///7/77��%%J,��I PROPOSED2nUSTORY TRUSTEES OF THE TOWN OF SOUTHOLD LANE CLLLLLLd ADDITION ON 2/15/23 PROPOSED 2 STORY ADDITION FUJI CLEAN INNOVATIVE 8'DIA,X 4'TALL EXISTING &ALTERNATIVE SEPTIC PRECAST CONC. BULKHEAD (-------1 FUJI CLEAN INNOVATIVE TANK LEACHING POOLS CN r &ALTERNATIVE SEPTIC (ryP') ^, L------ J TANK POOL FILTRATION V ^ n PROPOSED 8'DIA.X 4' D SYSTEM n L 7 EXISTING HE GULL POND 1 LP'/ LEACHNG POOLTALL PRECAST S TYP. `T,1QI,rP/�IVINY CNIC. BULKHF LOT 55 "1 ," EXPANSION LEACHING yy/`vv'OOD -�N14.2 `T O EXI ING EP`/ POOLS TYP. %� PROPOSED FIREPLACE 130.001 (MAP) BULKHEAD ' &CHIMNEY -\ DROPOSEDPROLID COVE. Q O 1((,�� 11 I DRWELLS W/SOLID COVE. S 82 OO 60 E 0.6'N 132.50 (BULKHEAD) _= REFER TO SITE PLAN FOR `� O.5'S EXISTING ADJACENT SIZES&LOCATIONS. PROPERTY DWELLING PROPOSED PRECAST CONC. GG,9 0< <O -_-N - - #j}k I DRYWELLS W/INLET COVER. LKG` 4Q Gl/ LINE OF FORMER _ / -I ST CKADE FENCE ON ST E WALL -- 0,2'S_-- ---- X MO r`--' REFER TO SITE PLAN FOR 9�, OF�`,, F4,2,44 AT ON GRAD E N / EL 9.5 X --- WATER LINE 0 SIZES 8 LOCATIONS. .. 0 o SLIP a; LOT C' B EXISTING CONTOURS v I O a a I .M W 40 X EXISTING GRADE ELEVATION M 0EL 4 7G� L, 1 ,'. ,39..//LP' ... `„\'"'S x 1 E%TENT OF EXIST.2ND / `•,_ � � �• � L✓ /I � LOOR FOOTPRINT M IONS v'1 00 `__ Q hhh \ j TORY � -vl� STORM DRAINAGE CALCULAT Q jny d ION LL �YYyy m 2 6.0LP>. r.... O T p/ cosvF roxaoors arvoaay.nc=io flcaass 4 O�/7��• EXISTING ' �. I, PROPOSED W "�O Jam/ �/ RETAINING �� v42:3A DRIVEWAERMEABLY za' WAIL TYP. / EXTENT OF EXIST.2ND \ 'LP ' Q / caas m FLOOR FOOTPRINT In �,�86.3) '�. � UJ � 9-04-2024 TRUSTEES RESUBMITTAL \` r� .. NcwD,rvc RooFC POOL REnRAvssr azaa<so. O $ ) ISTING Q 1/ `3Bs' '��\ \� - / A9-04-2024 REVISED GARAGE FOOT PRINT TO O ' UP. RESPECT PIER SETBACK LINE,REVISED BUILDING oraousL ti L .Z/ IN ROUND Ox _j \ C/'� AREAS ON ZONING DATA CHART ACCORDINGLY. TRIAL mrPEPERMEA.UERvious azEn. ae4as so. `'� E 6. Inv. EXISTING FIN. --- ' EP t\) :�:\ �`, }� v 1 CORRECTED EXISTING SOUTH SIDE YARD AREA OOL QQ k 4 FIRST FLOOR ROPOSW OPFN,: {/ ,EP O DIMENSION T010.2. fl PEaMEnaiE DRrvevznv .r ( Q/ �-o ELEVATION 11.5 (SOVERED FRONT. E TING PROPOSED D ,L RAT WING 1 .1 .PORCN -'� 7-30-2024 TRUSTEES RESUBMITTAL F Q LINE yF FO ER / STORY EXT RIOR O.O 7-15-2024 TRUSTEES COMMENTS FOR DISCUSSION RPERmcnaLE R R w` TYP. .. . � MON r0 69. ` PATIOYON DE DECK \\ BALCONY r \ \ �I '\'�PROPOSED "EP' �i ';PERMEABLE 3-20-2024 ADDED STORM DRAIN PIPING WITH INVERT c.Db FEET OF STORncE To eE PRovIDeD=r 000niF.arse �� DRIVEWAY '�J ELEVATIONS (b STORM DRAIN IEX ENT OF EXIST.2ND 2 Iny_ T inJ.<' �<l/ co �F 6.7/' F OOR FOOTPRINT DD 6:B a ^H. \ 9/15/23 RE ISSUED FOR BUILDING PERMIT DENIAL / TUTNI DE \ INL T 1 \ ro 1 \ 1 1 8.0. / -,�. \ 6.02-23 ISSUED FOR BUILDING PERMIT DENIAL \ A eon,A.xs HEicxTraE-Tcouc.aroa"i oaaix a�xa.eF/rcT,ve o c.ei lnv r 1 inv: O ! \V 7.0 6.8 O EP INDICATES L CATIONS 4* i° se.a2 X 4.5-3018sc1�FlPc-CHLY PROPOSE 3 °��------� �• DEPrR as' cAPac,tt �• ,p\ �, (^ FOR POTENTIAL EXPANSION �F 8-(1)10 DI.x<RE,cHrP-11 CouC.STORM DRAIN Rwc.EFFEcnve ?'.g,� EXISTIN G DEWPATIO FLOOR AD� :.75 „� ��/ LEACHING POOLS PER , , , WSJS ARCHITECTS cn'vncl,r35sfl<zcu FT.PER ux.Fr. •\S 2s}?,,,Fkl i L T'ROp06 __ / ON GRADE TO dE REPAIR n _ 60 SF� �\.6r 8 .. .'� SCDHS REOMTS. EAP xas=vs4rcu.Fr.cAPAc,Tr 4: 6:8 s c EL 8. ------- D a c-ln rr DIA.X s HEmar PREcasr CoxC.STORM IFEMI R,xc.EFFECTI. 6. r STORM DRYWELL SYSTEM C. srsreM _ nv.`1. 755 NEW YORK AVE.,HUNTINGTON,N.Y. os.IH-as j I Inv6A/ \ 12'DIA.X 5'HEIGHT PRECAST CAPAGRY=roo.ss cu.''r.PER ux.Fr. inv. . SHADED AREA 631 351-1999 2 PIER LINE DIAGRAM rooaax4a=asz a,cu.Fr.DAPaEITY I L 6. 6.8 `-------1'-------- ----------- "'- __ -I^-� INDICATES AREA CONCRETE STORM I .II .6:0 2 DTI. AREA OF XISTING HOUSE v ^ .; DRAINAGE RING OF PROPOSED N EXISTING iLL TO BE RE OVED .\"��j• STORYADDITION Location: orvanlwn RETAINING `,�i; ' \� s EXISTING BUILDING AREA TW 3.4 WALL �+ \ PROPOSED r ' STORM DRYWELL SYSTEM A, Ta„MaO N--: 1000-a5-S.S4 M 2 GARAGE FLOOR HOUSE= 3,338B S.F. j /` CONCRETE ETESTIGHTPRECAST ARCHITECTURE INTERIORS PLANNING OPEN PORCH AREA>30 S.F.= 39.5 S.F. Pro7oH Dos<r:oao": Res EG \ A L ,7 ELEVATION 9.5 CONCRETE STORM ( ) Q DRAINAGE RING POOL AREA= 55fi.6 S.F. Dare: 11-M HAM arX�O EL 8. '/ BDRINc DE"11 TOTAL EXISTING BUILDING COVERAGE= 3,934 S.F. ,$,E'L 7 N / Gl, G/1 Lec osE V i �.� LOCATION Pa torso. 3,934 DIVIDED BY 14,817=26.5% An n (/- PROPOSEDBUILDINGAREA 1 -------- a' 8�I' 1� 7.2 j _ 2 /Q�OV`�� RHM aoR'THE HOUSE 2,751.2 S.F. Xj xE'I-\ \�`�Y ri %Infa// : ` p�rQ LEcr ory nis Pnar. `/ `J OPEN PORCH AREAS(>30 S.F.,CUMUL.)= 46.8 S.F. sc N_ I N 1 \9qI n, I i i i '�JU� G 2 `j POOLAREA= 556.6 S.F. �, 1 v, E=:,aye / .�d ! TOTAL PROPOSED BUILDING COVERAGE=3.354.6 S.F. ------- wv 1 , \O 3,354E SF DIVIDED BY 14.817=22.6% r _�A • �{Inv. v 2 O F �� 'A L�Q CERT.NO. EXISTING GROSS FLOOR AREA .S PROJECT NAME EXISTING FIRST FLOOR GROSS FLOOR AREA= 3,259.4 S.F. q0.•°" /A O& \ CONCRETE STORM STORM DRYWELL SYSTEM B, sr � 10IDIA.X 4'HEIGHT PRECAST ALTERATIONS&ADDITIONS TO: EXISTING SECOND FLOOR GROSS FLOOR AREA= 953.0 S.F. \�� C EXISTING THIRD FLOOR(OBSERVATORY)GROSS FLOOR AREA= 80.6 S.F. f \ x EL 5.0 ^Q\ ' .1 ' DRAINAGE RING 520 SNUG EXISTING ATTIC ABOVE 1ST FL..CLEAR HT.>6'= 8.. �O U-N C� S.F. �Q �\ O�F'/ HARBOR ROAD EXISTING 1ST FL.CIG.HT.>15'= 163 S.F. R' 2 O � \ `V.� ` EXISTING ATTIC ABOVE 2ND FL.,CLEAR HT.>6'= 61.7 S.F. � .-A1 TW.3.4 TOTAL EXISTING GROSS FLOOR AREA= 4,379.5 S.F. ,ommenis: Waier an�untaretl 8.7'babw sonata. 'LIP G \ SCTM#1000-35-OS-34 PROPOSED GROSS FLOOR AREA �1 `�. ✓ 'a \ OO 520 SNUG HARBOR RD GREENPORT,NY SOIL BORING Zm 6�,0 DRAWING TITLE PROPOSED FIRST FLOOR GROSS FLOOR AREA= 2,662.4 S.F. `� \�G hO PROPOSED..RI.. \ NOTE: REFER TO AND COORDINATE WITH DRAWING SD1.0 PROPOSEDSECOND FLOOR GROSS FLOOR AREA=4,605.7S.F. i TEST HOLE DATA �.f� �� '', LPTANK FOR INFORMATION REGARDING PROPOSED DEMOLITION TOTAL GROSS PROPOSED GROSS FLOOR AREA= 4,268.7 S.F. SOIL BORING PERFORMED BY McDONALD S' AND REMOVAL OF PORTIONS OF EXISTING BUILDING 70 N I N G DATA GEOSERVICES,SOUTHoID,NY ON 3na/2024 � 0��10 AND FOR INFORMATIONANDREMOVAL OF DINGEXISTING LNG SITE PROPOSED SITE PLAN y � r� DEMOLITION AND REMOVAL OF EXISTING SITE SCTM IF DISTRICT 1000-SECTION 35 BLOCKS LOT 34 ZONING DISTRICT-RdO (r Q ® \ /. IMPROVEMENTS. LOT IS NON CONFORMING REFER TO ZONING SECTION 280-124 NON CONFORMING LOTS LESS THAN 20000 IF 1 ��• ��CA\ REQUIREMENTS FOR'NON CONFORMING LOTS'SECTION 280-124 PERMITTED EXISTING PROPOSED LOT AREA 14.817 SF 14817 SF BUILDING AREA 2,963.4 SF 3,934.4 SF. 3,354.fi SF. 2 1 INFO &SURVEY DATA ALLEXISD13 INFORMATION WDYCNIS BASED RSURVEY DRAWN BY DRAWING NUMBER MINIMUM LOT WIDTH FRONTAGE Fi 150' 48.64' OJ PREPARED BY KENNETH M WOYCHUK LAND SURVEYING, JB MAXIMUM BUILDING COVERAGE(%) 20% 26.5% 22 fi% 2 �� PLLC,DATED 0112512022 MAXIMUM GFA=2,f005.F.+12.5%OF LOT AREA IN EXCESS OF f0,000 S.F. 2,702.1 S.F. 4,379.5 SF. 4,2687 SF pOLKHEAD f. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM CHKD BY MINIMUM FRONT YARD(FT) 35' 36.37' ie31r \ TO VINYL B P G 2. EXISTING SPOT ELEVATIONS ARE SHOWN THUS:XJS MINIMUM SINGLE SIDE YARD(FEET) 10• 102' 2 1020 Roor rav[^ri ov W OOp CAW 3 5 SEP 1 0 202 JS `^' MINIMUM TOTAL SIDE VAROS(FEET) 25 24 2 2 cF2EaE \ T ew DATE 6-01-2023 c T 1 .0 MINIMUM REAR YARD (FEET) 35 To vooisE) nso `usEr MAXIMUM BUILDING HEIGHT(STORIES/FT) z+rz sraR Es zs rO PF 2 FLOOD ZONE TAKEN FLOOD NSURANCERMATION RATE MAP No.360103CO176 H PROJ# PnF roa Es.a2 ioPFAx or sLoreD RooF ZONEAE BASE FLOOD ELEVATIONS DETERMINED 2022-19 r - 1 SITE PLAN ZONEX:AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ano -ro SCALE AS NOTED Board of Trustees Application U � )) n AUTHORIZATION (Where the applicant is not the owner) `' UG 1 ? ANTHONY GERACI owners of the property identified as SCTM# 1000-035.00-05.00-034.000 in the town of SOUTHOLD ,New York,hereby authorizes MARTIN D. FINNEGAN to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. ECAE 149 LLC BY: MARTINDALE REALTY,LLC,SOLE MEMBER BY: ANTHONY GERACI Property Owner's Signature TITLE: MANAGING MEMBER SWORN TO BEFORE ME THIS DAY OF �i�'d -L 20 23 VITO A.Pn\LMIERI NOTARY Fl •!..! ^, of New York I!. i"tc37 Notary Public 01 ie6hc i in P,'k,. :u County Comr,ii si r; L"j),res Uciober 2,- Glenn Goldsmith, President � Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski i P.O. Box 1179 Liz Gillooly � ®� qq Southold,NY 11971 Elizabeth Peeples Telephone��-'`` Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 9//y Completed in field by: . 6 c) 'v—a AS PER REVISED PLANS & DESCRIPTION RECEIVED ON 8/1/2024 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, second story balcony, and fireplace chimney; convert existing pool to salt water, maintaining at current grade and shape; 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 drywell for pool backwash, A/C units, buried propane tank, and gutters to leaders to drywells to contain roof runoff. Located: 520 Snug Harbor Road, Greenport. SCTM# 1000-35-5-34 Type of area to be impacted: ✓' Saltwater Wetland Freshwater Wetland Sound ay Part of Town Code proposed work falls under. Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: A EX(" e_Cl Present Were: G. G Idsmith N. Krup'ski E. Sepenoski L. Gillooly 7 E. Peeples Cantrell, Elizabeth From: Dave Bergen <davebergen78@gmail.com> Sent: Thursday, August 1, 2024 2:03 PM To: Cantrell, Elizabeth Subject: ECAC Revised Project Description Attachments: ECAE 149 LLC revised project description .pdf I noted in bold the changes from the original project description. Dave ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i ECAC 149 LLC project description. (Revised 8/1/24) Permit in existing house, open porch and pool area totaling 4380 sq.ft. gross floor area 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 northeast portion, 2,161 sq ft of asphalt material in driveway, 95 sq. ft existing porch, 461 (160 sq ft of which is new reduction) sq. ft. portion along southeast, two sets of existing porch steps, small 3 sq. ft section at southwest corner, 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 observatory. Remove existing sanitary system and replace with new IA sanitary system including leaching and expansion pools per SCHD re- quirements . 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, a 60 sq ft proposed first floor addition and two proposed stairs down from patio to pool. Final proposed gross floor area to be 4131 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 system/ 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 249 gross sq. foot. All as per plans dated 7/30/24 Trustee Resubmittal by WSJS Architects. � l,' i a 6 t I t 4 j l 1 AUGt 4 � I �Ow rl' KEY MAP LEGEND VVS J S EXISTING ADJACENT PROPERTY EXISTING PROPERTY DWELLING LOCATION BULKHEAD PROPOSEDPERMEABLE NOTE: PROPOSED RETAINIG WALLS PAVER DRIVEWAY AS APPROVED BY THE BOARD OF APLE LA i PROTOND Intl STORY TRUSTEES OF THE TOWN OF SOUTHOLD NE ON 2/15/23 '-'-1 PROPOSED 2 STORY ADDITION k.. ?,,..-,� FUJI CLEAN INNOVATI -a- EXISTING &ALTERNATIVE SEPTIC 8'DIA X 4'TALL .. BULKHEAD r-----1 FUJI CLEAN INNOVATIVE TANK PRECAST CONC. ;, LEACHING POOLS ' bit &ALTERNATIVE SEPTIC (TYP.) L------J TANK POOL FI O PROPOSED 8'DIA.X 4' SYSTEM I_ EUILKTHNG i lP) TALL PRECAST CONC. BULKHEAD 15 GULL POND LEACHING POOLS TVP, TOP 000 CAPPING _J LOT 55 I'EP`I EXPANSION LEACHING A -�4.2 Q A U G 1 EXI ING BULKHEAD POOLS TYP. PROPOSED C 30.00' (MAP) PROP08ED PRECAST CONC. &CHIMNEY ORWELLS WI SOLID COVE. : 1L 7^ 132.50' (BULKHEAD) 1_/I REFER TO SITE PLAN FOR �j'� S S2DOO'60" E 0.5'S 0,6'N EXISTING ADJACENT SIZES&LOCATIONS. Sauumw Town PROPERTY DWELLING PROPOSED PRECAST CONC. �� DRYWELL8 W/INLET COVER. 9G 4i �Oly LINE OF FORMER _ ST CKADE FENCE ON ST E WALL -- -- EL 10.0 X-_M ON. ` -- W� SEES&T LOCATIONS.FOR F9� F^ F4 O s 144 y PATIO/ON GRAD E / EL g 5 x -- ----- WATER LINE O C9� O j 8 EXISTING CONTOURS SLIP LOT I b I OQ; c: Z X EXISTING GRADE ELEVATION Q M' 0EL 4 711- EXTENT OF 2ND V `f�"�M O �L• L LO EXIST.OR FOOTPRINT - Q b RJ Q• ,,IVI� /�n� DRY STORM DRAINAGE CALCULATIONS ^I \ ,,) V ;'' \ / j //'l r� ION / 710 LL. laFMOa« o�oPghrvo ,n nNa�s c�\^t�mV �V + eo W 0 `^ / 'RETAINING 2� / IL j / _- X 423T ) PERMEAB E W 2a' WALL TYP. II DRIVEWAY Q) E�. ,O m / J// �,�' EXTENT OF EXIST.2ND Y .L.p 5' ❑ Q•, / cHEs V •� Q / // FLOOR FOOTPRINT N BD�RooEr� "a Sao. �j `x O 0 (STING a�/ -- w / / a FL O k U„P. i` ( MPBwrrvr�DOAra wNEx eWAS9 E 6.� AROUND / ❑ SJ // / EXISTING FIN. 1 `� JJ`' n vEaNFAeLEowvEwgr r ( OOL QQ/� t4 ,/-/ ELEVATION 11.5 Y / AROPOSEO OPEN �P EFT \ v�0 F>(1 ING -o ELEVATION 11 5 1 / gOVERED FRONT l PmnE40�ABew xTxe fokrutE4 : Q' PROPO ED D PORCH.' LINE F FO ER RBT INING / i.' A 7-30-2024 TRUSTEES COMMENTS ITTAL sroam DavwEurnvAc,rr aEoulaco voN lw•EavlousAr+Fn= Al STORY EXT RIOR �.� I'1+, Q V 7-15-2024 TRUSTEES COMMENTS FOR DISCUSSION a % °,ene.ssrxaer Frmax,o=area cE ` PAT DE DECKC\ P BALCONY •� OSTORM DRAIN PIPING WITH INVERT s='a MrwFL'XNX nr aEou,aso voa PEBmFABLE ARFw= R 101 ON W N v, i(•!,� ...... � V STORMFX.,E>ETmax0.3=,n,OF MON \ 50.E 9 O IC EEFr of sroaADE aEODIaREEO-eos.n.,er.s=sen.e cF i /.E `PERMEABE. 3-20-2024 ADDE cueIC EEEroF sroRncE roee av,DEO=,.aos.v cF.sse.e \ STORM DRAIN / --- --- -`" ,DRIVEL AY \`� ELEVATIONS [/' C ENT OF EXIST.2ND In¢ _ ,nv�v- o To /zv Lam. 6,7! INLT 1. 9/15/23 RE ISSUED FOR BUILDING PERMIT DENIAL �V '4 F OOR FOOTPRINT '6.8 A i \ O \ 6-02-23 ISSUED FOR BUILDING PERMIT DENIAL \ A-nt+rr OwxrHE,sHr FaECAsr coxc.sroOw.Daux wxO,EFEEcrnE O CBi g V _i -'l 7.0 EP INDICATESL CATIONS vzz s=s�siai c��rr�ruacm I ,/ P \ ED Y PROPOSE ----- ��" FOR POTENTIAXPANSION n.cn+row..<xE,OHT PBE�TcoNc.BroaN DaA,xwxc.EEFEciNF "+.pAy' EXISTING DECKrPATlO FLOOR AD 1I .Inv: uE w , ' srs TDOOR GAS 1.5' LEACHING POOLS ER c°EAPPgcnv35'nn4xcu E,PEa Lw F Ep / ON GRADE TO OE REPAIRE P60 SF ��;%/ 6_ SCDHS REOMTS. P ss a. ACRr *Fk/S inv ' 1 WSJS ARCHITECTS c EL 8. inY 7.0. Hry cAST coxc.srov wvx wrvc EtsEcme 1 I 6. ^v _ STORM DRYWELL SYSTEM C, EP s19 ; zz 7.D _! / - 75 nv.. 755 NEW YORK AYE.,HUNTINGTON,N.Y. -__ 60 12'DIA.X 5'HEIGHT PRECAST 1 1999 PIER LINE DIAGRAM '° g01Y 6.6 Ir I _ 60 SHADED AREA CONCRETESTORM (631)35 - , Q L 6. \ / 6.8 v INDICATES AREA Nrs VEA OF EXIS�ING HOUSE 8 v DRAINAGE RING 2 '11'''' / OF PROPOSED 2 :wOua:Fm I EXISTING OBE REMOVED-APPROX ``� \ 'OOJ• STORY ADDITION E)STING BUILDING AREA "1L81 TW•'3.4 WALL( \G I� \ / �66 SF' Inv. I 1N,aoro•.:ccoo5:sa= •,J \/ \ I PROPOSED �'._6.0 6. 0 STORM DRYWELL SYSTEM A. HOUSE= 3.338.8 S.F. I GARAGEFLOOR 10'DIA.X5'HEIGHTPRECAST ARCHITECTURE INTERIORS PLANNING OPEN PORCH AREA(>30 S.F.)= 39.5 S.F. o,,:ra.oo.+-:ros.,,,.n,., �Ci1` \ $ L ,7 I / \ ELEVATION 9.5 CONCRETESTORM POOLAREA= 556.8 S.F. i, .... sanAu 810+ EL 8. iN 8 2\\ I DRAINAGE RING `� BORING ` Exrs r TOTAL EXISTING BUILDING COVERAGE= 3.934 S.F. % \ '(O LBE vaosECVrFo. `e DEL .7 fi.0 LOCATION G rvAu \3934 DIVIDED BY 14,817=26.5% =\T I V ((�� wxrancroR SHeLL„e 1 .,:a.,.,,..,: 'V ONrorvsuro N: PROPOSED BUILDING AREA r, < ,8 inv ' O/� \` wo�wFLMxoDnu aWE "1 HOUSE= 2,788.8 S.F. Q� ` O�` ,scr xBEHwLr ov THE !I F 5 �awsN�i,ry f 7 W ANC' -1" Q coxo ;7D ,' cwV,acr waaHrN,aoaoR 5 OPEN PORCH AREAS(>30 S.F.,CUMUL.)= 46.8 S.F. 1a, \ &T�* Op0`'� -_---_--- L•a' o'"`C' [ sP b ff ` xsc POOL AREA 556.E S.F. ,,,.,,r,r,,,,;„.,s z• pFL \-9,0 r-'xG STORM DRYWELL SYSTEM B, V CJ ' -------- �O 10'DIA X 4'HEIGHT PRECAST 1 19 \ DJ CONCRETE STORM f \O'�' OO DRAINAGE RING TOTAL PROPOSED BUILDING COVERAGE=3,372 S.F. 6� V 3,372 SF DIVIDED BY 14,817=22.7% C�.OF yyS� t O EXISTING GROSS FLOOR AREA ` +,\ Td, i QQ - CERT.NO. \ 0��y �2F PROJECT NAME EXISTING FIRST FLOOR GROSS FLOOR AREA= 3,259.4 S.F. r n �v �� ALTERATIONS&ADDITIONS TO: EXISTING SECOND FLOOR GROSS FLOOR AREA 953.0 B.F. <T .� \ �0 EXISTING THIRD FLOOR(OBSERVATORY)GROSS FLOOR AREA= 80.6 S.F. x EL 5.0 O Q� ��.� \ PROPOSED BURIED 520 SNUG EXISTING ATTIC ABOVE 1ST FL.,CLEAR HT.>6'= 8.5 S.F. (' 1, EXISTING 1ST FL.CLG.FIT.>15'= 16.3 S.F. O �� Q 01 HARBOR ROAD EXISTING ATTIC ABOVE 2ND FL.,CLEAR HT.>6'= 61.7 S.F. :r y� TW 3.4 �(� TOTAL EXISTING GROSS FLOOR AREA 4,379.5 S.F. I,rmmem.=.:IN—cnouumerdB belwr;ur(scu Z3 l?� �- SCTM#1000-35-05-34 PROPOSED GRO55 FLOOR 520 SNUG HARBOR RD GREENPORT,NY PROPOSED FIRST FLOOR GROSS FLOOR AREA 2,525.4S.F. SOIL BORING ^ Sm �"z� \ O .� \ DRAWING TITLE PROPOSED SECOND FLOOR GROSS FLOOR AREA=1,605.7 S.F. 1 TEST HOLE DATA `� -Q \G' h V \ NOTE: REFER TO AND COORDINATE WITH DRAWING SD1.0 TOTAL GROSS PROPOSED GROSS FLOOR AREA= 4,131.1 S.F. �Z AN VVV--- FOR INFORMATION REGARDING PROPOSED DEMOLITION SOIL BORING PERFORMED BY McDONALD AND REMOVAL OF PORTIONS OF EXISTING BUILDING ZONING DATA GEOSERVICES,SOUTHOLD,NVON318/2024 ,�� �y� a }, D�� SITE PLAN AND FOR INFORMATION REGARDING PROPOSED DEMOLITION AND REMOVAL OF EXISTING SITE SC-DISMOT1000-SECTION35 BLOCKS LOT34 ZONING DISTRICT-R40 IMPROVEMENTS. LOT IS NON-CONFORMING REFER TO ZONING SECTION 2B 24 NON CONFORMING LOTS LEW THAN 20000 SF ,�( O \ REQUIREMENTS FOR'NON CONFORMING LOTS'SECTION 260.124 PERMOTED EXISTING PROPOSED y �� \ x•`•/, LOT AREA 14,817 SF 14.817 SF BUILDING AREA 2,963.4 SF 3,934.4 SF. 3,879.4 SF. 1 INFO IS S • ALL EXISTING DATA INFORMATION IS BASED NSURVEY DRAWN BY DRAWING NUMBER MINIMUM Lai WIDTH FRONTAGE 150' 48.84' 48.84' _ T�OJ PREPARED BY KENNETH M WOVCHUK LAND SU SURVEYING, J6 MAXIMUM BUILDING COVERAGE M) 20% 26.5% 22.7% ,ry.``� PLLC,DATED 01/25/2022 ` AD 1. ELEVATIONS ARE REFERENCED TO N,A.V.D.1988 DATUM MAXIMUM GFA=2,100 S.F. 12.5%OF LOTAREA IN EXCESS OF 10.000 S.F. 2,702.1 S.F. 436.37'SF. 4,131.7 SF KHE CHKD BY MINIMUM FRONT YARD(fT) 35' 3fi.37' ysa'io \ TOP VINYL BPPING 2. EXISTING SPOT ELEVATIONS ARE SHOWN THUS:XJL JS MINIMUM SINGLE SIDE YARD(FEET 10, 10.2' 10.8'BaoF A \ WOOD CAPPING E DATE MINIMUM TOTAL SIDE YARDS(FEET) 25' 24.2' 25.2' ' 5 rn.rwarw.0 6-01 23 S T 1 •O MINIMUM REAR YANDS(FEET) 35' vra,� I ex .w,rauv.vNi MAXIMUM BUILDING HEIGHT(STORIESI FT) z+a sroa,Es.xrro 2 2.FLOOD ZONE INFO RATE TAKEN FROM: owEs rzrovsgxoeaovmBoov r FLOOD INSURANCE RATE MAP No. 36103C0176 H PROJ# i a00s. ZONEAP'BABE FLOODELEVATIMEDETERMINEO 2022-19 SITE PLAN ZONE Y AREAS DETERMINEO TO BE OUTSIDE THE 02% 1 ANNUAL CHANGE FLOODPWN. "° SCALE AS NOTED Cantrell, Elizabeth From: Dave Bergen <davebergen78@gmail.com> Sent: Friday, July 5, 2024 10:01 AM To: Cantrell, Elizabeth Cc: Anthony Geraci;John Seifert; Martin Finnegan Subject: ECAE 149 LLC We respectfully request the tabled full wetland permit application for ECAE 149 LLC located at 520 Snug Harbor Rd, Greenport to be postponed to the Trustee's August 2024 public hearing date. Thank you. Dave Bergen,Agent for ECAE 194 LLC ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i - I Glenn Goldsmith,President - � O Town Hall Annex �,y 4 A.Nicholas Krupski,Vice President < 54375 Route 25 c Eric Sepenoski 4 ,x P.O.Box 1179 Liz Gillooly �y ® o!� Southold,NY 11971 Elizabeth Peeples �Ol a� �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board.of Trustees Field Inspection Report Date/Time: Q411 12A4 Completed infield by: .ci�roA-41t/ 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 Type, f area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: �Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: "res No Not Applicable Info neede Mod ifi tions/ ondi ions/Etc.: �ino. al gAi��A Cj t Present Were: G. Goldsmith N. Krupsky' E. Sepenoski . Gillooly L4 Peeples NEW YORK STATE DEPARTMENT OF ENViRONMENTAL CONSERVATION Division of Enbfronnrentai Permits.%-.9ion 1 SUNY Ji Stony Brook.SO Circle RoA.Stony Bunk.NY H790 P.1631)444.02GS I F.(634 4,14-0360 .r.4h jly.qtw LETTER OF NON-JURISDICTION -TIDAL WETLANDS ACT November 28, 2022 MARTINDALE REALTY LLC 2 (� 2 V C/O ANTHONY GERACI Q E ly E 167 HiGH FARMS RD GLEN HEAD, NY 11545 BAN _ 5 �0� Re_ MARTINDALE REALTY LLC PROPERTY 520 SNUG HARBOR RD $outtwtdTown SCTM#1000-35-5- 4 Bmd of TnIM-es GREENPORT, NY 11944 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 survey 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, Laura Star Deputy Permit Administrator CC.' D. Bergen; BMHP-TW ttEWYORK )Department of l ' Environmental COnSClVU11Un h, 12 9 p p p p ^ SECOND FLR CLG EL. 18=0 (29.5)- LL 1-1 ------ Q SIN r M -SECOND FLR EL. 10'-0" (21.5')_ FF_ ws 0 STONE VENEER AS SELECTED BY OWNER _ JLJ 15'-2" _FIRST FLR EL. 0'-0" (11_5') 10'-8„ 04/03/24 ZBA HEARING 04/01/24 UPDATED ROOF LINES CABANA RM FLR EL. —0'-6" 11.0' — — — p — — — — p p p p p p p p p p p p p p p p p p p p p p p p p p — — _ ( _) _ _ _ _ _ _ _ 10-10-23 UPDATED ROOF LINES 9-27-23 UPDATED ROOF LINES „ , 9t p p p p p p p p p p 9/15/23 ISSUED FOR PERMIT DENIAL GARAGE FLR EL, 2-(n9.5) - _ 6-2-23 ISSUED FOR PERMIT DENIAL AVERAGE GRADE EL. - 2'-6" (9.0') 3/8/23 ISSUED FOR CLIENT REVIEW REDUCED FLOOR AREA&SKY PLANE ADJUSTMFNTS _ EL Q_ V.4 AVG. __ _ SlZUE VENFFR — — — STONE VENEER — — — — — — — — — —AS SELECTED AS SELECTED STONE VENEER 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"=1'-U" 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 .a T A, p 1 LL BE PROSECUTED. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND BE .� 1 RESPONSIBLE FOR FIELD FIT AND r^a. QUANTITY OF WORK.NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE p f s —`` p CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. . r SECOND FLR CLG EL. 18'-2" (2,9.67') p p C� CERT. O. PROJECT NAME p p ^A ALTERATIONS&ADDITIONS TO: JUN SECOND FLR EL. 1 -2" (21.67') _ - HARBOR ROAD BY THE OWNER $�t1hMd Tows! .e . GREENPORT, NY DRAWING TITLE N p i O EAST & WEST FIRST FLR EL. 0'-0" (11.5')_ ELEVATIONS p FIRST FLR EL. 0'-0" (11.5') - - IL CAB kNA RM FLR EL. -0'-6"-{ }- _ p p p p p - p - p p p p p - _ - p CABANA RM FLR EL. -0'-6" (11.0') GARAGE FLR EL.- 2'-0" (9.51 9.5' p p p p p p _ p p p p p p _ p 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') - - - - - _AVERAGE GRADE EL. - 2'-6" (9.0') DRAWN BY ER DRAWING NUMBER AVE GE GRADE EL. - 2'-6" (9.0') STONE VENEER p CHKD BY AS SELECTED _ BY OWNER — cTnn�E,ryE� AS SELECTED DATE BY OWNER A4mu WEST ELEVATION REAR 2 PROJ # va~=1-0 ' 2022-19 SCALE 1/4"= 1'-0" "TIMBERLINE"ASPHALT SHINGLES AS SELECTED BY I RE "TIMBERLINE"ASPHALT SHINGLES AS SELECTED BY THE OWNER ih 0) WOODEN RAILING AND SUPPORT UPRIGHTS STANDING SEAM METAL WITH CABLE GUARDS TYP. ROOFING SELECTED BY THE OWNER J "AZEK"TRIM EOARDS U o _ TYP. co cNr, SECOND FLOOR EL. + 10'•-2" SECOND FLOOR EL. + 10'-2" STANDING SEAM ME AL — — — ROOFING SELEC ED BYTHEOW - — — — — (V a- "AZEK"COLUMN ENCLOSURE TYP. H N = O J U WOODEN RAILING AND SUPPORT UPR GHT3 q WITH CABLE GUARD 3 TY FIRST FLR EL. 0'-0" (11.5') _ FIRST FLR EL. 0'-0" (11.5')_ CABANA RM FLR EL. 4-6" (11.0'j — — p O p O p O O O O p O p O O p O O p p p O O p p p O p p p p O O p O p p p p p — — — CABANA RM FLR EL. 4-6" (11.0') zo GARAGE FLR EL.- 2'-0" (9.5' — — O O O o O O O O O O o O O o O O o o O O o O o 0 0 0 0 o O O o O O p _' GARAGE FLR EL.- 2'-0" (%5') AVERAGE GRADE EL. - 2'-6" (9.0') p p p p p p p p p p p p p p p p p p p p p p p p AVERAGE GRADE EL. - 2'-6" (9.0') 0 0 0 0 0 0 0 o EL 9.2' EL 10.0' STONE VENEER EL 9.2' Y, 4/3/24 ZBA HEARING AS SELECTED 04/01/24 UPDATED ROOF LINES 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_ SOUTH ELEVATION 6/2/23 ISSUED FOR PERMIT DENIAL 1/26/23 ISSUED FOR CLIENT REVIEW 1/4"=1'-O° 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. SHINGLES AS o _— (631) 351-1999 SELECTED BY THE OWNER S I F JED BY THE OWNFR o ARCHITECTURE INTERIORS PLANNING o THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY "TIMBERLINE"ASPHALT OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED. C? o SHINGLES AS / /r}% SELECTED BY THE OWNER THE CONTRACTOR SHALL VERIFY ALL A ` sE1PFRT P� FIELD ESPO S�II BLE ONS AND BE R FOR FIELD FIT AND Q - = QUANTITY OF WORK.NO ALLOWANCES 1 O C7 SHALL BE MADE IN BEHALF OF THEI ;X` r?>< 0) CONTRACTOR FOR ANY ERROR OR J U N 1 1 NEGLECT ON HIS PART. , _r SoWbld Town 4 p O O O CER . NO. STANDING SEAM METAL o ING SEAM ME o 0 o U o NG SELECTED DING SEAM METAL o N PROJECT NAME *!� ROOFING SELECTED Lk5jBY THE OWNER ROOFING SELECTED 00 " ALTERATIONS&ADDITIONS TO: BY THE OWNER O BY THE OWNE p p p SECOND FLOOR EL. + 10'-2" 520 SNUG WA HARBOR ROAD 0 0 0 D o 0 o GREENPORT, NY p p p p O p o DRAWING TITLE COVERED 0 0 0 0 0 o O CH FIRST FLR EL. 0'-0' (11.5) NORTH & SOUTH p p p p p p - - - ELEVATIONS O O O O O —p o o O O o — O O —p O o o — O o — — — CABANA RM FLR EL. -0'-6" (11.0') 0 0 0 0 0 0 o O O O O O O o 0 0 0 0 — N — GARAGE FLR EL.- 2'-0" (9_5') EL+9.4' AVE_RAGE GRADE EL. - 2'-6" (9.0') DRAWN BY DRAWING NUMBER STONE VENEER EL+8.4' STONE VENEER AS SELECTED OUTDOOR GAS FIREPLACE S SELECTED BY OWNER COVERED PORCH 2 NORTH ELEVATIO EL-1-0' (10.5') CHKD BY OWNER DATEAFI A5mu PROJ # 2022-19 SCALE 1/4"= 1'-0" KEY MAP LEGEND EXISTING ADJACENT PROPERTY EXISTING BULKHEAD PROPERTY DWELLING PROPOSED PERMEABLE NOTE: PROPOSED RETAI N I G WALLS Al LOCATION PAVER DRIVEWAY 441 A AS APPROVED BY THE BOARD OF j,�r L44PROPOSED2ndSTORY TRUSTEES OF THE TOWN OF SOUTHOLD1 V E ADDITION ON 2/15/23 PROPOSED 2 STORY ADDITION FUJI CLEAN INNOVATIVE 8'DIA.X 4'TALL EXISTING &ALTERNATIVE SEPTIC PRECAST CONC. BULKHEAD r-------- FUJI CLEAN INNOVATIVE TANK LEACHING POOLS d. &ALTERNATIVE SEPTIC (TYP.) L------J TANK POO-FILTRATION PROPOSED 8'DIA.X 4' ^ SYSTEM Q EXISTING ULKHEAD ; LP\� TALL PRECAST CONC. VINYL YL BULKHEAD % 5 5 L�lq GULL POND LEACHING POOLS TYP. -rop V IN Cp,ppING J r LOT ` EXPANSION LEACHING \N V�►0OD `p' 4.2 Q LINE OF SILT FENNCE EXI ING� �\EP POOLS TYP. �V V &HAY BALES �' PROPOSED FIREPLACE 13 0. 00 (MAP) BULKHEAD PROPOSED PRECAST CONC. O O ( � &CHIMNEY [ ► AD ✓ DRWELLS W/SOLID COVE. Q S 8 2 0011 E r , 13 • J 0 (BULKHE ) REFER TO SITE PLAN FOR �� , 0,5 S 0.6 N EXISTING ADJACENT SIZES&LOCATIONS. � - - - - - - PROPERTY DWELLING ✓'- � PROPOSED PRECAST CONC. ''!� °� 4 ' I, + DRYWELLS W/INLET COVER. � �° ��/ v LINE OF FORMER - ---�'- ST CKADE FENCE ON ST E WALL 0.2�S - - - EL 10- x -MO_ ----- REFER SIZES&OCATIONSN FOR -fv � F4 0 s��C PATIO/ON GRAD E /% I g•5 % ----- - - WATER LINE °� E O o EX. SLIP N LOT - - - - -- 8 EXISTING CONTOURS 1-4 Cq ' Ir1V. COND. COND. O •.• ^' r, r, LINE OF SILT FENCE& ` 8.0 ,� HAY BALES ``\ Q �' I / -f. ,,� :M W X EXISTING GRADE ELEVATION \\ Q M .4EL 4 7 F EXTENT OF EXIST.2ND LP 1 �ti �e �'�l W \M M 1 �` FLOOR FOOTPRINT -O- 00 � Q 1 STORM DRAINAGE CALCULATIONS �r �/ Q 4 '' ' Q ' W/ �i \ 1 1 10T O:I-- . \ TOWN OF SOUTHOLD STANDARDS ���\ • '�' 1 inv. 1 \/ RAINFALL=2"/HR=.17FT/HR 8.0 V EXISTING PROPOSED COEFF.FOR PERMEABLE,LANDSCAPING&GRASS=.3 Q� h y� W COEFF.FOR ROOFS AND PAVING=1.0 RETAINING 1 42.37' . PERMEABLE ���1�\ ' ` 0 `,,O m 23 � � WALL TYP. J i EXTENT OF EXIST.2ND inv. \ •L�7! ' .' .g� DRIVEWAY 0 IMPERVIOUS AREA � i \ BUILDING INCLUDING COVERED PORCHES / 1 FLOOR FOOTPRINT 1 36.'37' &INCLUDING ROOF OVERHANG: 3,269.4 SQ.FT. f l Q A / ( 8.0 . • W DECK SURROUNDING POOL ATREAR/WEST \•/1 O Y / /' ISTING / - SIDE OF HOUSE: 1,557.1 SQ.FT. ` O h , L .Z' IN ROUND -= P. TOTAL IMPERVIOUS AREA: 4,846.5 SQ.FT. `- �� E 6. /' i inv. EXISTING FIN. t j • . PERMEABLE AREA OOL FIRST FLOOR J P. �+ r 1 7.4 •FtR0POSED OPEN, EP - � ELEVATION 11.5 \ � l.J-O LANDSCAPED AREA&PERMEABLE DRIVEWAY i Exl TING 1 ,-�' ('�OVE�ZE=D FR©NT IN THE FRONT: 3,738.7 SQ.FT. ROPOSED D I \ PQRCH , �O 5-28--2024 ADDED LP TANK,ADDED UPDATED R yf INING LINE CF FO ER TORY EXT RIOR ` � BORING INFORMATION STORM DRYWELL CAPACITY REQUIRED FOR IMPERVIOUS AREA= Q W L TYP. T 4,846.5 SF X.167 FT/HR X 1.0=809.3 CF PATIOX ON DE DECK / ALCONY I g I �- I \\ • �` 4-2--2024 ADDED LINE OF SILT FENCE AND HAY STORM DRYWELL CAPACITY REQUIRED FOR PERMEABLE AREA= ` ; ' ! ! I o ` PROPOSED P M O N. O/ �/ BALES 3,738.7 SF X.167 FT/HR X 0.3=187.3 CF v I i 1 ! ❑ \. / TOTAL CUBIC FEET OF STORAGE REQUI RED=809.3+187.3=996.6CF . I J \PERMEABLE .+'. 3-20-2024ADDED STORM DRAIN PIPING WITH INVERT TOTAL CUBIC FEET OF STORAGE TO BE PROVIDED=1,000.33 CF>996.6 0 1 / STORM DRAIN ! I o-----_=- - \ DRIVEWAY '� � � ELEVATIONS CIF , 6.7 ; T -i-� TENT OF EXIST. 2ND ,inv. DRYWELLS TO BE PROVIDED 'I �� INL 1 LOOR FOOTPRINT g 0; . ' 6.8 ,1------ 9/15123 RE ISSUED FOR BUILDING PERMIT DENIAL ' ; 1 I 6-02-23 ISSUED FOR BUILDING PERMIT DENIAL SYSTEM A-(1)10'DIA.X 5'HEIGHT PRECAST CONC.STORM DRAIN RING,EFFECTIVE \ C.B O® DEPTH=4.5' I 1 \ 1 Inv. CAPACITY=68.42 CU.FT.PER LIN.FT. I I j _� \17.0 I 6.8 nEP INDICATESCATIONS 68.42 X 4.5=307.89 CU.FT.CAPACITY ' i P OPOSED y I �- o---'--_6. f • SYSTEM B-(1)10'DIA.X 4'HEIGHT PRECAST CONC.STORM DRAIN RING,EFFECTIVE ; 30.41 j O TDOOR GAS E�;ISTING DECKt�'ATIO I inv. ►�" ' FOR POTENTIAL XPANSION �! DEPTH=3.5' , , I 7.5 LEACHING POOLS PER F REPLACE ON GRADE TO OE REPAIRED i . inv CAPACITY=68.42 CU.FT.PER LIN.FT. , , I g SCDHS REQMTS. 68.42 X 3.5=239.47 CU.FT.CAPACITY ; ,-- -----;7---------- \ ,n� - ,� :, . V1/S J S ARCHITECTS EL inv.I I in'✓. 4 �+' I inv. SYSTEM C-(1)12'DIA.X 5'HEIGHT PRECAST CONC.STORM DRAIN RING,EFFECTIVE LINE OF SILT FENCE 7.2 7.() 1 6.8 ) 7.5 IhV. DEPTH=4.5' STORM DRYWELL SYSTEM C, CAPACITY=100.66CU.FT.PERLIN.Fr. & HAY BALES ; 6 0' �� '\' 12' DIA.X 5' HEIGHT PRECAST 755 NEW YORK AVE., HUNTINGTON, N.Y. 100.66 X 4.5=452.97 CU.FT.CAPACITY I , ❑ ❑ I inv. 1\ 1 r. >>�_ 0 L 6.7 I 6.8 I SHADED AREA CONCRETE STORM � I � 1 INDICATES AREA ( 3 ) 351-1999 4n DRAINAGE RING 6 1 I � ❑ I �__,_ � •:� ••a 1` • ' • • OF PROPOSED 2 PROPQS I - .\ �• STORY ADDITION RETAII`4IN -- EXISTING BUILDING AREA I _ invr Inv. . Name: Geraci WALL `� OPEN TW 3,4 COVERED I PROPOSED I PROPOSED - 6.0 .: 6.0 (/ STORM DRYWELL SYSTEM A, il 1t� r ( ] I DP: Ws1s I �\ PORCH, CABANA FLOOR I GARAGE FLOOR 10'DIA.X 5' HEIGHT PRECAST Cn L' J I HOUSE= 3,338.8 S.F. __.__ - OPEN PORCH AREA(>30 S.F.)= 39.5 S.F. Location: Greer,port O�Cj \ i L .7 ELEV.O10.5 i ELEVATION 11.0 1 ELEVATION 9.5 CONCRETE STORM ' �I ARCHITECTURE INTERIORS PLANNING r ! POOL AREA= 556.6 S.F. Tax Map Number., 1000-35-"4 1� i \� ❑ I DRAINAGE RING �j R �j THESE PLANS ARE AN INSTRUMENT EL 8, I 1 ���, ' VA 1 2 " 2024 ...� OF SERVICE AND ARE THE PROPERTY ' TOTAL EXISTING BUILDING 130VERAGE= 3,934 S.F. Project Description! Res I I inv; �; BORINGOF THE ARCHITECT. o Date: 3/18/24 11AtN *EL ,7 ❑ ❑ I �6.0 l' LOCATION �0 WILL BE PROSECUTED. FRINGEMENTS 3,934 DIVIDED BY 14,817=26.5/o ; I V G U) I �� THE CONTRACTOR SHALL VERIFY ALL PROPOSED BUILDING AREA l`V P.�, I i of i i us'ees FIELD CONDITIONS AND BE ,C `",(\ RESPONSIBLE FOR FIELD FIT AND Mxed sand and dam I r .Q Ed j InV' li N " Y - QUANTITY OF WORK.NO ALLOWANCES HOUSE= 2,873.6 S.F. ----___- 3• �' 7 i �yb C (J `��\ - 1 7 Q �O O`(� C SHALL BE MADE IN BEHALF OF THE Z `\� O / 8• �1 O Q NEGLECT ON HIS PART.CTOR FOR ANY ERROR OR OPEN PORCH AREAS(>30 S.F., CUMUL.)= 46.8 S.F. �? ` - ✓ �L STORM DRYWELL SYSTEM B, V Gj POOL AREA= 556.6 S.F. 1i r i X 0 Brownclayeysand SC i `. i 10 DIA.X 4 HEIGHT PRECAST !'P TOTAL PROPOSED BUILDIN13 COVERAGE= 3,477 S.F. CONCRETE STORM `���\ , OO DRAINAGE RING G� 3,477 DIVIDED BY 14,817=2:3.4% -----__ 3.7' P�\ ,' 0 Water in brown clayey sand SC GF 10, ti� O�� y % �' °01 Qe CERT. NO. EXISTING GROSS FLOOR AREA \ PROJECT NAME EXISTING FIRST FLOOR GROSS FLOOR AREA= - 3,259.4 S.F. Water In brown fine tomeftmsand SP EXISTING SECOND FLOOR GROSS FLOOR AREA- 953.0 S.F. (�1 W OQ w\! ALTERATIONS&ADDITIONS TO: EXISTING THIRD FLOOR(OBSERVATORY)GROSS FLOOR AREA= 80.6 S.F. Q x EL 5, ^ \�`C� EXISTING ATTIC ABOVE 1ST FL.,CLEAR HT. >6'= 8.5 S.F. op �(� V� �� 520 SNUG EXISTING 1ST FL. CLG. HT. -> 15'= 16.3 S.F. 1T 02 O EXISTING ATTIC ABOVE 2ND FL., CLEAR HT. >6'= 61.7 S.F. `, \ 0� % '��\v LINE OF SILT FENCE k j,, .- TW 3.4 �� & HAY BALES HARBOR ROAD TOTAL EXISTING GROSS FLOOR AREA= 4,379.5 S.F. Comments: Waterencourltered 8.Tbetaw surface. � 0 �� SCTM# 1000-35-05-34 PROPOSED GROSS FLOOR AREA SOIL BORING y \Q� \ 0Q 520 SNUG HARBOR RD GREENPORT, NY PROPOSED FIRST FLOOR GROSS FLOOR AREA= 2,631.4 S.F. � � 6\` �G � �O DRAWING TITLE PROPOSED SECOND FLOOR GROSS FLOOR AREA= 1,605.7 S.F. TEST HOLE DATA Q \ `� ', NOTE: REFER TO AND COORDINATE WITH DRAWING SD1.0 TOTAL GROSS PROPOSED GROSS FLOOR AREA= 4,237.1 S.F. �y FOR INFORMATION REGARDING PROPOSED DEMOLITION SOIL BORING PERFORMED BY McDONALD � O AND REMOVAL OF PORTIONS OF EXISTING BUILDING ZONING D� GEOSERVICES, SOUTHOLD, NY ON 3/18/2024 ��\ -yO `� /��� AND FOR INFORMATION REGARDING PROPOSED !Z 1 DEMOLITION AND REMOVAL OF EXISTING SITE SITE PLAN SCTM#DISTRICT 1000-SECTION 35 BLOCK 5 LOT 34 ZONING DISTRICT-R-40 (S 0 IMPROVEMENTS. h LOT IS NON-CONFORMING. REFER TO ZONING SECTION 280-124 NON CONFORMING LOTS LESS THAN 20,000 SF O� REQUIREMENTS FOR"NON COIFORMING LOTS"SECTION 280-124 PERMITTED EXISTING PROPOSED 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 DRAWN BY DRAWING NUMBER MINIMUM LOT WIDTH FRONTAGE FT 150' 48.64' 48.64' \\ 3� PREPARED BY KENNETH M WOYCHUK LAND SURVEYING, MAXIMUM BUILDING COVERAGE(%) 20% 26.5% 23.4% ` D 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 ` BULKHEAD 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM MINIMUM FRONT YARD(FT) 35' 36.37' 42.3T TO FRONT WALL OF HOUSE ` 38.5'TOROOFEAVEATCOVEREDFRONTPORCH `� TGp VINYL Qpp�NG 2. EXISTING SPOT ELEVATIONS ARE SHOWN THUS: CHKD BY is 10, 1 0.2' 1 0.8' `` O D C// • G.FL -FIRST FLOOR MINIMUM SINGLE SIDE YARD(FEET) ` n nI VVV MINIMUM TOTAL SIDE YARDS(FEET) 25' 24.2' 25.2' WI V V TW 3.5 T13 -GARAGE FLOOR TB -TOP OF BULKHEAD DATE BB -BOTTOM OF BULKHEAD MINIMUM REAR YARDS FEET 355' 24.54'(TO HOUSE) 24.54'(TO HOUSE,COVERED PORCH) BW -TOP OTTOMOFWALL 6-01-2023 (FEET) 23' TO POOL 23' O POOL) MAXIMUM BUILDING HEIGHT(STORIES/FT) 2 112 STORIES.,35-TO PEAK 2 1/2 STORIES,35-TO 3 STORIES,INCL. 2 STORIES.,32'TO PEAK OF SLOPED ROOF TO PEAK OF SLOPED OBSERVATORY,37 TO 2. FLOOD ZONE INFORMATION TAKEN FROM: ST1 ■ 0 ROOF,25'TO TOP OF TOP OF FLAT ROOF FLOOD INSURANCE RATE MAP No. 36103CO176 H PROJ # FLAT ROOF. ABOVE OBSERVATORY, (D4T ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 2022-19 2 STORIES,2 PED O E PLAN ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% PEAK OF SLOPED ROOFOVER MAIN PORTION 10• ANNUAL CHANCE FLOODPLAIN. OF HOUSE. SCALE AS NOTED r A11APLE vvLAIVE 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 VINYL BUL PING KHEAD � Top vl � SOT c 1; 55 1-0 VV/WOOD CAP TW 4.2 ' ;+ EXIST. BILCO DOOR, CONC. o AREAWAY&STAIRS TO 1 3 0. 00' (MAP) O S 8200010011 E CELLAR TO BE REMOVED 1 3 2 • J 0 r (BULKHEAD) 0.5 S 0.6 ___ ___ STOIC DE FEN E ON STONE WALL EL 10.0 x MON• - ����`�` O s��` EXIST. MO EXI TIN /'EXIST.I EXTERIOR g•�j % EXIST. CONCRETE APRON WATERLINE CONIC. G E P VE ' STAIRS TO BE E _ / � TO BE REMOVED � \`� Q SLIP C 0 E E c'j �' REMOVED I LOT 54 HO _: -T----I I I I IIIIIIIIIII I + ; ' ' O 8 • Z �? --- ---i LLLL1 — — EXIST.ASPHALT M Q I I I PAVEMENT TO "S EL 4 7 r-; I .n X I 3 REMOVED \f 1 'M �• I - ,;' G i LLJ EXTENT OF EXIST.2ND nj / \ 1 * AL FLOOR FOOTPRINT CL 40 23' Q36.37' / \ 7/ '' EXISTING I EXTENT OF EXIST.2ND ( W O I FLOOR FOOTPRINT E7 8.7 I J lJJ� INGROUNDU. 6. k1 / POOL EXISTING FIN. / ----rr FIRST FLOOR \ V-0 ' EXI TING I I I I I ELEVATION 11.5 O i , STEPS TO BE I I I I PORTION OF EXISTING 0 0 r-� REMOVED FIRST FLOOR/FIRST E • vN \ I I I I FLOOR FOOTPRINT / MON• EXTENT OF EXIST. 2ND I I \ I I I I I TO BE REMOVED / ' %� FLOOR FOOTPRINT 1 EXIST S7�' EXIST.ASPHALT // 9-15-23 RE-ISSUED FOR BUILDING PERMIT DENIAL Q ( TO VED , I I I I I I I PAVEMENT TO / \ 6-02-2023 ISSUED FOR BUILDING PERMIT DENIAL EXISTING PATIO/DECK,^POUND I L I / BE REMOVED / \ I � POOL TO BE REPAIRED REPLACED � x`•"'_�., EXISTING BUILDING AREA -= --„ -- �. i 30.4' i PORTION OF EXISTING HOUSE= 3,338.8 S.F. SECOND FLOOR/S;COND ✓' I 0 --==E OPEN PORCH AREA(>30 S.F.)= 39.5 S.F. FLOOR FOOTPRINT TO;, , I VED I EXISTING POOLAREA= 556.E S.F. BE REMO SANITARY WSJ S ARCHITECTS PATIO/DECK AREA 1,607.E S.F. SYSTEM& 755 NEW YORK AVE., HUNTINGTON, N.Y. TOTAL EXISTING BUILDING COVERAGE= 5,542.5 S.F. LEACHING M � 6.7 \ EXISTING RR TIE �------� POOLS TO (631) 351-1999 PLANTER TO BE i EXIST. BRICK PAVER 5,599.7 DIVIDED BY 14,817=37.8°/D ' ` 1� 1�� BE REMOVED REMOVED WALKWAY TO BE EXISTING GROSS FLOOR AREA I ,� EXISTING 3RD STORY __� REMOVED /\O I \ OBSERVATORY TO G EXISTING FIRST FLOORGROSS FLOOR AREA= 3,259.4 S.F. BE REMOVED 1+ c� EXISTING SECOND FLOOR GROSS FLOOR AREA= 953.0 S.F. � \ L •� ARCHITECTURE INTERIORS PLANNING EXISTING THIRD FLOOR(OBSERVATORY)GROSS FLOOR AREA= 80.6 S.F. 1 STORY PORTION OF J Q ' '- $�/�1 EL 8.7 EXISTING DWELLING o EXISTING ATTIC ABOVE 1ST FL.,CLEAR HT. >6 - 8.5 S.F. , Q THESE PLANS ARE AN INSTRUMENT EXISTING 1ST FL. CLG, HT. > 15'= 16.3 S.F. ; FOOTPRINT TO REMAIN ` OF SERVICE AND ARE THE PROPERTY '_ I EL .7 \�`� OF THE ARCHITECT.INFRINGEMENTS EXISTING ATTIC ABOVE 2ND FL., CLEAR HT. >6 - 61.7 S.F. , WILL BE PROSECUTED. EXIST.WOODEN �(�� THE CONTRACTOR SHALL VERIFY ALL TOTAL EXISTING GROSS FLOOR AREA= 4,379.5 S.F. y �/w PORCH TO BE ` FIELD CONDITIONS AND BE �� s ♦� REMOVED ELD FIT AND G QUANTITY OF WORK.RESPONSIBLE FOR INO ALLOWANCES 7 R X I 5." �\ 7 O� O� SHALL BE MADE;IN BEHALF OF THE j NEGLECT ON H IS PART.EXISTING HOUSE ZONING DATA '' Z� I I I is. �8. O CONTRACTOR FOR ANY ERROR OR L� i SCTM#DISTRICT 1000-SECTION 35 BLOCK 5 LOT 34 ZONING DISTRICT-R-40 I LOT IS NON-CONFORMING. REFER TO ZONING SECTION 280-124 NON CONFORMING LOTS LESS THAN 20 000 SF 1 PORTION OF EXISTNG CO\ , I I---- J I CO I Southold Town `, Q PORTION OF EXISTING I FIRST FLOOR/FIRST �I I L_ _J I O -_ Board of Trustees REQUIREMENTS FOR"NON CONFORMING LOTS"SECTION 280-124 PERMITTED EXISTING ,� FLOOR FOOTPRINT P ' L__ _J Q FIRST FLOOR/FIRST w\ y FLOOR FOOTPRINT LOT AREA 14,817 SF \ TO BE REMOVED ^�\` Q� TO BE REMOVED BUILDING AREA 2,963.4 SF 5,542.5 SF `� V O\� .` CERT. NO. MINIMUM LOT WIDTH FRONTAGE FT 150' 48.64' ` w\Q ' PROJECT NAME MAXIMUM BUILDING COVERAGE(%) 20% 37.4% �� v ^0 oU� ,% 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 �� oO V �` EXISTING PORCH ALTERATIONS&ADDITIONS TO: V .' &STEPS TO BE MINIMUM FRONT YARD(FT) 35' 36.37' � %+� � �0 ^ , ' �. REMOVED MINIMUM SINGLE SIDE YARD(FEET) 10, 10.2' <O rs O '`` �� QO V ' ' ^a�� 520 SNUG MINIMUM TOTAL SIDE YARDS(FEET) 25' 24.2' 2 O � `� L� c�� ; V MINIMUM REAR YARDS FEET 35' 24.54'(TO HOUSE) +� •� `, A; ` ; HARBOR ROAD (FEET) 23' O POOL + MAXIMUM BUILDING HEIGHT STORIES/FT 2 1/2 STORIES.,35'TO PEAK 21/2 STORIES,35'TO 3 STORIES,INCL. v� ( ) TO PEAK OF SLOPED OBSERVATORY,32'TO I I PORTION OF EXISTING ROOF,25'TO TOP OF TOP OF FLAT ROOF l� �, o + SCTM# 1000-35-05-34 I FIRST FLOOR/FIRST FLAT ROOF. ABOVE OBSERVATORY. � � I 2 STORIES,27-8•To PEAK OF SLOPE ROOF FLOOR FOOTPRINT�y ,0, \ Q '� TO BE REMOVED 520 SNUG HARBOR RD GREENPORT, NY OVER MAIN PORTION OF HOUSE. w Q 6`; WG ;; h0 DRAWING TITLE EXISTING AREAWAY &STAIRS TO BE � REMOVED s� a \ SITE DEMO/REMOVALS ®O ! NOTE: HEAVY OUTLINE INDICATES INFO & SURVEY DATA PLAN 0 � \ EXTENT OF EXISTING DWELLING ALL EXISTING INFORMATION TAKEN IS BASED ON SURVEY FOOTPRINT AT FIRST FLOOR PREPARED BY KENNETH M WOYCHUK LAND SURVEYING, 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: m V �\ �0, ` ADDITIONS TO DWELLING AND FOR F.G FL.FL. GARAGE FLOOR-FIRST FLOOR DRAWN BY DRAWING NUMBER - �\ INFORMATION REGARDING TB TOP OF BULKHEAD BB -BOTTOM OFBU BULKHEAD JB KNEAD PROPOSED SITE IMPROVEMENTS. Bw =BOTTOMOFWALL VINYL BULKHEAD 2. FLOOD ZONE INFORMATION TAKEN FROM: CHKD BY \`\ \ Top VIN ppING FLOOD INSURANCE RATE MAP No. 36103CO176 H is Wn p OOC) (;A PP', ' •� ZONE AE: BASE FLOOD ELEVATIONS DETERMINED V�► W ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. DATE0 IL 6-02-2023 ■ PROJ # 2022-19 SCALE AS NOTED •..,- tea. # r""' ,_ t •s x 17of21 -1 a • • I ,�K Mr •�. Y s If t.. .7 K 1 of 21 -- - Ll \ j xa.m sEEluEc Iw.m ... Mj WE.A MATO+ Z MJ� \a Z 6 m as osaox }?p� :sAf �' °+;,•." :°a�`a�; e *c,o �°+,. a:dm CFO �alzem ` X; 3� w\ \ O'. 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' '� • 9s"e„ ,yl`+! � __.t i`�,.. \ ;� Y�� 4`6••¢`� y �c��o61'�">! y der/ - f ` :<..�i .� i \V �j xwa 1✓'�Ix.lo d °°H° {�` ..�g}Q'R .x.E,' .n..s t' 4� 't_ ,� 1 t �•v .tti 1 / „^,. ••�••••'"'�•""' - " COUNTY OF OF SUFFOIK® wnrE Ic .o. to eEcnon w E _ __ ^�- - d- -_ O2 ,"'•- —�— ' " Real Ro).erty Ta,Feni.e AKe..cy k,e.'wnno os°il• Y "t A 035 w.a .w,h«a $ \ OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex "* P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 8, 2024 Re: LWRP Coastal Consistency Review for ECAE 149, LLC SCTM# 1000-35-5-34 En-Consultants on behalf of ROCKY BLUFF, LLC, c/o RICHARD REISMAN, MEMBER requests a Wetland Permit to construct onto existing two-story, single family dwelling an 18'x25.7' second-floor dormer addition with a 4.2'x23.7' roofed-over second-floor deck (in place of 562sq.ft. portion of existing second floor, with same roof line); and a 408sq.ft. one story addition (in place of 313sq.ft. screened porch and 95sq.ft. portion of 165sq.ft. covered entry to be removed from between dwelling and existing accessory garage); remove existing outdoor shower and install a 4'x7' outdoor shower; remove brick walkway and install 4.5' wide masonry walkway; relocate existing 8'x12' shed more than 100' from bluff; remove conventional septic system and install an I/A sanitary system with associated 2' high by 48' long concrete retaining wall more than 100' from bluff; install stormwater drainage system; replace existing pervious gravel driveway; and establish and perpetually maintain a 10' wide vegetated non-turf buffer along the top crest of the bluff to be planted with native vegetation. Located: 645 Rosenburg Road (Fire Road #3), East Marion. SCTM# 1000-21-1-26.1 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 provided: 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 KEY MAP LEGEND wsis EXISTING ADJACENT PROPERTY EX,=AD PROPERTYDWEWNG PROPOSEDPERMEABLE NOTE:PROPOSED RETAINIG WALLS LOATIONPAVER DRIVEWAY AS APPROVED BY THE BOARD OF MAPLE ® PRO OS DTn6STORY TRUSTEES OF THE TOWN OF SOUTHOLDADDITIO ON 2/15/23 ADDITION PROPOSED 2 STORY FUJI 7SE &DR.X WTALL EXISTING B ALTE PRECASTCONC. BULKHEAD (--------I FUJI CLEAN INNOVATNE LEACHING POOLS I &ALTERNATIVE SEPTIC (TYP.) L______J TANK EXISTING PROPOSED W IIA X 4' SYSTEMULKHEAD LLPOND ' LFACHNGG TALL P POOLLSOTYP. TO,n,P^^''VODCAPPEJULKNG AD J i SOTEXPANSION LEACHING WIY•0 TW 4.2 Q LINE OF SILT FENNCE EXI NG POOLS TYP. &HAY BALES PROPOSED FIREPLAC IBULKHEAD PROPOSEDPRECASTCONC. &CHIMNE130.00 (MAP)DRWELLSW/SOLID COVE.REFERTO 1 PLANFOR � � S820 '¢0"E o.5�s 132' (BULKHEAD) EXISTING ADJACENT - SIZES&LODATIDNS. �/�� - - - - - - PROPERTYDWEWNG - PROPOSED PRECAST CONIC. LL OX, ` + DRvwELLswlINLETCOVER 9 �1p \ 4OGji LNEOFFORMER --� ST CKADE FENCE ON ST E WALL 0•p+S___ EL 10.0 x N. A _ ry ' SIZES TO SITE OCATIOLAN FOR 9p�,pKg�\\\ F�osl�� PATIO/ON GRAD E i EL __-_ _ -_--_ _ O G g.5 X WATER LINE \� ------8 EXISTING CONTOURS py O EX.SLIP - LOT �D- LINE OF SILT FENCE& 91 I 8.0 .'.'OM..�.•...• Z HAY BALES X EXISTING GRADE ELEVATION \ M' h-OEL 4 7G I ':•• •. •y m �1 ,2x + EXTENT OF EXIST.2ND �.. '-.. .. 1'V .. W \\�ry O Ot• E�' i FLOOR FOOTPRINT `::• :'LP. Q oo / J STORM DRAINAGE CALCULATIONS J NV. 10.Y�k„•' LL 0D,11No,n BT } G ' m:w�n� p1u_ ewAss.s ON*•0 EXISTING I I 1 8-0- •I� :•,:.• �P... .•I.-,. PROPOSED W ��(TTT��� V / RETAINING 1 az3r .... PERMEABLE EXTENT OF EXIST.2ND DRIVEWAY p,ENvwuFABeA \ 2 J 2T• / WALLTYP. I C� FLOOR FOOTPRINT Un'. 1` •a83T' "'tp ..6 W a ° e=f � O 0 1 WING e.o BmEDF �APeA .awen SRO E 6.11 .� IN ROUND ! EXISTING FIN. ❑ `., ...•` U.P. R. .. :. . ee6ReAeLeAR,w DOL !7A FIRST FLOOR (�ROPOS.6PEN: Ep. "\ a NG ELEVATION 11.5 I;OVERED FRONT...:•'..:•' O j ME_MurFware+ meoavE p � NING 0 EDI D I I ,. ,PORCH.' A �� CIO 5.28-2024 ADDED LP TANK ADDED UPDATED LINE FFO ER TYR CRY EXT�p�OR U �^ BORING INFORMATION ee� .,nicvw,rnEcu�wRFGao.=.AI�w. Q PATIOI ON EDECK CONY Ir- j r .�..,. �.. Q V •� BALES ADDED LINE OF SILT FENCE AND HAY I �:'.:" . P� MIN.\ 0. .9. BALES El '�.PROPOSED /PERMEABL ..'.,..,. roruQGCF¢raFsmAnOEREwPm•ema.mn-wm,s I ! I - E,�' ELEVATION ADDED STORM GRAIN PIPING WITH INVERT �,ucVOx TEETOFeloenoe,o eERlonoeo-tonaa.aaea �� 6.7 / \ S R DRAIN I OFD(IST.2ND Nv:i_DRIVEWAY \� ELEVATIONS OOR FOOTPRINT p T ;-'8.8 K 9/1523 RE ISSUED FOR BUILDING PERMIT DENIAL BrsrwA-n��Xs umo.Txe.aroBuoRAm,mgeFTTeRre O \ L I 6-02-73155UED FOR BUILDING PERMIT DENIAL C.B�,• u mAawN•FT�Fa,UNFr. \i 7.0 I :� •8.9 O EP INDICATESL CATIONS Brerv4 B-I9,00w za•IEIG,rtFI✓Eevm°oxe.erowl oRw�Fum,B-FEcme ! 1 Y JnY:,; -.. - �.� FOR POTENTIAL ON �vlx-� •�.4• 1 EXISTING DECIQPATIO 1 TENTIAL�MI O OOR GAS 1 y,s• LEACHING POOLS PER EXPANSION F EPLACE ON GRADE TO OE REPAIRED �_ m SCDHS REQMTS. �.2X3e.2aA,a.F.�Ae ------>--------- Im V WSJS ARCHITECTS sra,ene-U7,zouxs,mau,rvl+Enwrcaxe.Braw wuwl+uu.�,eem ! EL inv.( ,Inv. \i 6.8 im. s ar,H.u, LINE OF SILT FENCE i 72 7.0 7.5 Drv. STORM DRYWELLSYSTEM C, m,.Dm.,mMo,.Fr.FD,DNFr. &HAY BALES I •! 6.0'. .: IT A.XSHEIGHTPRECAST 755 NEWYORK AVE.,HUNTINGTON,N.Y. -'s""'TGPPOtt L6.7 I i e.e` II'0 SHADED AREA CONCRETESTGRM (631)351-1999 1 \` , INDICATES AREA DRAINAGE RING I _ OF PROPOSED 2 PROEXISTING BUILDING AREA .+ Daen TA, •4 O , I I \-'�___„ STORYADDITION 1 YY _ I Inv, •.I•.' s cav0+m PROPOSED I PROPOSED •.6.0 ,••.-8. / STORM ORYWELL SYSTEM& ow vnT° I rroRCN, I CABANA FLOOR I GARAGE FLOOR lV DW X W HEIGHT PRECAST HOUSE= 3,3395 S.F. " ' I ELEVATION11.01 ELEVATION ARCHITECTURE INTERIORS PLANNING OPEN PORCH AREA(>30 S.F.)= 39.5 S.F. I°o0"' °Tapia''+ D�G� \ $ L .7 \ OEv.,Oa I 1 CONCRETE STORM POOLAREA- 558.6 S.F. ,mr�mx.roe: ,op°as.,4. 8�10 I EL \ I I ." DRAINAGE RING e µ r+gwacpam: R.p /> I '.im, - ,1, BORING ` ME 'w mirraeBxla SO>.R TOTALEXISTINGBUILDINGCOVERAGE- 3,934 S.F. o 3,93a DIVIDED BY 14,817=26.5% °� �+°� ++ti+ $EL .7 D\ i .•e.o'`/. � LOCATION (�6 ` G•( PROPOSED BUILDING AREA ,� �M, W y •6 \� I I Im. .•/.[v •1 `\�� - No A HOUSE- 2,873.6 S.F. _____- ,.0 fj 1s1¢ § ( 7 a.-6•••�•QQv O IQ cw,wc,onwaurcLra+anw OPEN PORCH AREAS(>30 S.F.,CUMUL)= 46.8 S.F. AJ \ L `(" [ sNnLLeEww�xn,F�T� ` N_r4a.Taxws eArsr POOL AREA= 556.6 S.F. x E STORM DRY EIGHTELL PRECASTEM T V �'J y61, 4• •`0 10'DIA X 4'HEIGHT PRECAST +OR- CJ CONCRETE STORM TOTAL PROPOSED SUIL=23.4%VERAGE=3,477 S.F. � �m 61 G 3A77 DIVIDED BY 14,817=23.4% �P��V ; �OOO DRAINAGE RING 0` EXISTING GROSS FLOOR AREA \ 1.O 00J��QQy �0��� P' ,b' C�e ` PROJECT NAME CERT.NO. EXISTING FIRBT FLOOR GROSS FLOORAREA= 3259.4 S.F. w.nw.�....m.m,o v C➢ 1r� OJ ALTERATIONS&ADDITIONS TO: EXISTING SECOND FLOOR GROSS FLOOR AREA= 953.0 S.F. EXISTING THIRD FLOOR(OBSERVATORY)GROSS FLOOR AREA= 80.6 S.F. xEL �,� 520 SNUG EXISTINGATTIC ABOVE IST FL,CLEAR HT.>5= 6.5 S.F. Q� a UNE OF SILT FENCE HARBOR ROAD EXISTING IST FL CLG.HT.>15= 16.3 S.F. m �O J ` O� / ti� EXISTING ATTIC ABOVE 2ND FL,CLEAR HT.>6'= 61.7 S.F. ?'�j TW 3.4 v &HAY BALES TOTAL EXISTING GROSS FLOOR AREA 4,379.5 S.F. e�^meaaT°N01°°"� I SCTMB 100D35-0530 PROPOSED GROSS FLOOR AREA -"" "' f 0 520 SNUG HARBOR RD GREENPORT,NY PROPOSED FIRST FLOOR GROSS FLOORAREA= 2,831.4 SOIL BORING S.F. my QJ O DRAWING TITLE PROPOSED SECOND FLOOR GROSS FLOOR AREA=1,605.7 S.F. TEST HOLE DATA �� "O \� h NOTE:REFER TO AND COORDINATE WITH DRAWING SDI.O TOTAL GROSS PROPOSED GROSS FLOORAREA- 4,237.1 S.F. �y �v \� FOR INFORMATION REGARDING PROPOSED DEMOLITION SOIL BORING PERFORMED BY M.DONALD AND REMOVAL OF PORTIONS OF EXISTING BUILDING GEosERVICEs,sourHDLD,NY ON 3i1&2o2a my ��0 AND FOR INFORMATION REGARDING PROPOSED ZONING DATA ���j 1� y� V Oi� DEMOLITION AND REMOVAL OF EXISTING SITE SITE PLAN SCTMODISTRICT1000-SECTION35 BLOCKS LOT34 ZONING DISTRICT-R40 / G/O h �• IMPROVEMENTS. LOT IS NON-CONFORMING.REFER TO ZOMNO SECRON 290-124 NON CON FORMING LOTS LESS THAN M,D00 SF �. \ /�\ 1-� n REQUIREMENTS FOR'NON CONFORMING LOTS'SECTION 2 124 PE_M 0 EXISTING PROPOSED \ \ \\ 1 I,�+ 1 LOTAREA 14.817 SF 14,8175F lz� \ II IIVTI IILI�� IILFy�- GUILDING AREA 2,963.4 SF 5,5425 SF 6,034.1 SF !NF'0 ALLEXI INGINFSURVEY DATA VV `\- PREPARED EYING. DRAWN BY DRAWING NUMBER MINIMUM LOT WIDTH FRONTAGE 150' 48.64' 48.64' \ rFU9 PREPARED By KENNETHM WOYCHUKLANO SURVEYING, JB MAXIMUM BURRING COVERAGE I%) 20-A 26.5% 23A% \ AD PLLC,DATED 01252022 MAXIMUM GFA-ZlD0 SF.•12S%OF LOTAREA N EXCESS OF 10,000 S.F. 2,7021 S.F. 4.3795 SF 4237.1 SF KHE 1. ELEVATIONS ARE REFERENCED TO N.A.V.D.1988 DATUM MINIMUM FROM YARD(FT) 3s 36.37' T°A�F \ TOP VINYLPING Js MINIMUM MINTSINGL SIDE YARD(FEET) 10' 637" �s10.8• Fw ,\ W�OOp AN 3,6 MAY 3 1 2. EXISTING SPOT ELEVATIONS ARE SHOWN THUS:XLX CHKD BY MINIMUM TOTAL SIDE YARDS IFEEN 2S� '4 25.7 SAT eEOi I 1 V• 20�� µ.°p^�> w DATE ST 1 ■0 MINBdUMREAAVAROS(FEET) 35 I P01'�+ 6-01-2023 MAXIMUM BUILDING HEIGHT(STORIES!FIT 1,aaroves,ssropFArt routroRooeD �,Aro as,aeea.srocFAXormm®Borx , 2.FLOOD ZONE INFORMATION TAKEN FROM: ,aan aT rG�dro ^ FLOOD INSURANCE RATE MAP N..36103CO176 H PROJ# 2022-19 SITE PLAN } ZOIDiX:ARFASD�ETERMINEDTONBEOMIDEETNE03% 1 Board oflTrus Trustees A�QALE� SCALE AS NOTED S.C.T.M. NO. DISTRICT: 1000 SECTION: 35 BLOCK: 5 LOT(S): 34 TOP VINYL BULKHEAD W/WOOD CAPPING TW 4.2 Q F LOT 55 E � 0.5's 130.00' �a o� R/R� / STOCKADE F 0.6 N 132. , (MAP) `y ENE ON S0 (BULKHEAD STAIR EL 9.5 x STONE WALL Q� ��4 �� WOOD/1v SHOWER BILCO 0.2S D11 ti v O � — — EL 10.0 x MON. ory� �J r�� +�� // g 2 x 8.9' o I LOT 54 WATER LINE �— `1 v / EL Z o 28.6' - - - - - ry O mJ / C) 0 6.p' GARAGE 0) F� I M.H. 1 1LU INGROUND I GF 10.5 N ?+ uj Q POOL z EXISTING SANITARY cl- O FM O I / 6.0' .HO, / 2 STY FRAME L--J -� I w 1 o DWELLING #520 U.P. r � FFL 1 1.5 0, WOOD U� p' a I +� DECK EL 10- x I0 N ASPHALT I I 4 STOOP DRIVEWAY MON. S�i5. I 46.9' v DECK, 8,X 1 D I �� \ o N 6� I + 0). 1 X, `�3.0' E C E t V E N_ I EL 5 8 x 16.4' 21.2' C, �� s P° MAR 2 6 2024 CANTILEVER x EL 8-.6 G��P WOOD 0 ° Southold Town v 'D �p��� I STOOP OO �PQ ofhusten p� � o �� ��F �\gy / CELLAR yd0 C) p �. + 1 z0 / ENT. W .� p0� ��F , WALK—OUT OTHE WATER SUPPLY�0�� { LOCATI WELLS, L CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS T p FEMA MAP #36103CO1 76H AND OR DATA OBTAINED FROM OTHERS. o 6`0 o I EFFECTIVE SEPT. 25, 2009 : 14,817 SQ.FT. or 0.34 ACRES NAVD88 J 1 D� AREA I ELEVATION DATUM: __ ______________ 1 = �<DO UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY 7� Cn MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN N 7L ONLY TO THE PERSON FOR WHOM THE SURVEY/S 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 h O-j1 NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS Z \ O �' C_ AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 54 ANTHONY & ANGELA GERACI; CERTIFIED TO: � 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 KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 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 � f 1 OFFICE LOCATION: o��OF SOUj MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) c/s Southold,NY 11971 Q Telephone: 631 765-1938 couv,��' 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 � s Caroline Burghardt,Chairperson y Town Hall,53095Main Rd. Lauren Standish,Secretary %_b, P.O.Box 1179 • 'Z, Southold,NY 11971 y�101 �a0�` Telephone(631)765-1889 Conservation Advisory Council Town of Southold i At the meeting of the Southold Town Conservation Advisory Council held on Wed., June 5, 2024, the following recommendation was made: ECAE 149 LLC for the existing dwelling, open porch and;pool area totaling 4,380 sf. plus proposed renovation/alterations. Proposed renovations/alterations to include the removal of north exterior stairs to house, remove first floor Bilco doors, 14 sf. area along north wall, 145 sf. northeast portion, 2,161 sf. of asphalt material in driveway, 95 sf. existing porch, 301 sf. portion along southeast, two sets of existing porch steps, 3' section at southwest corner, 35 sf. steps to pool area, and 240 sf. steps to pool. Convert existing fresh water pool to salt water. Repair existing deck/patio on grade. Remove 48 sf. of existing second floor footprint; remove 80 sf. third floor observatory. Remove existing sanitary system and replace with new I/A sanitary system. Add eastern 359 sf. second-floor addition, 106 sf. southern second-floor addition, and 257 sf. west proposed second-floor addition, 95 sf. proposed first floor covered front porch and two proposed stairs down from patio to pool. Final proposed gross floor area to be 4,237 sf. Replace asphalt driveway with permeable gravel driveway. Install saltwater pool filtration system/drywell and AC units near north wall. Ad proposed fireplace chimney to north wall. House-to include gutters and leaders leading to drywells to contain roof run-off. Located: 520 Snug Harbor Rd., Greenport. SCTM#35-5-34 Inspected by: Inga Van Eysden, Nancy May The CAC inspected the property and the project was not!staked, therefore no recommendation was made. r i I J 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. V MAY 3 1 20 Southold Town Board of Trustees I � a • BOARD MEMBERS ��oF S®(/r�� Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O t°® 53095 Main Road•P.O.Box 1179 Southold,NY 1 1 97 1-0959 Patricia Acampora Office Location: Eric Dantes yO Town Annex/First Floor, Robert Lehnert,Jr. OI�CQU � 54375 Main Road(at Youngs Avenue) N Nicholas Planamento Southold,NY 11971 RECEIVED http://southoldtowniiy.gov 0 � G 3 ZONING BOARD OF APPEALS 1/ TOWN OF SOUTHOLD a4 AP 1 9 2024 Tel. (631)765-1809 Southold'town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 18,2024 ZBA FILE#7889 NAME OF APPLICANT: ECAE 149,LLC PROPERTY LOCATION: 520 Snug Harbor Road,Greenport,NY SCTM No. 1000-35-5-34 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated January 25,2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated March 27, 2024. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The LWRP Coordinator states that the setbacks proposed and new construction outside of the sky plane limits do not enhance the community character and set a precedent for construction in the neighborhood and within the community. The LWRP further states that the proposed 23.04 percent lot coverage on the parcel is contrary to preventing loss of structure in and near flood hazards. However, there is an existing home on the property and a new bulkhead. In demolishing and constructing a new single family dwelling the applicant will have to build to FEMA standards. By building to FEMA standards and the construction of a new bulkhead the proposed improvements will be in conformance with Policy 4 (minimizing the loss of life structures,and natural resources from flooding)of the LWRP. Further,the applicant submitted amended plans showing the proposed new construction outside the sky plane thereby bringing the plans into more conformity with the code and conformity with Policy 1 (Fostering a pattern of development that fosters community character) of the LWRP. Page 2,April 18,2024 #7889, ECAE 149,LLC #1000-35-5-34 By complying with FEMA standards, proposing an Innovative Advanced Septic System approved by the Suffolk County Department of Health Services,and meeting the sky plane requirements,the proposed new construction will be in compliance with the LWRP policy standards. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 14,817 square foot waterfront parcel located in an R-40 Zoning District. The property is irregularly shaped. The property has 162.91 feet of bulkhead frontage along Gull Pond. The property runs 48.64 feet along Snug Harbor Road. The property runs 130.00 feet on the North side. The property runs 162.00 feet on the South side. The property is improved with a two-story frame dwelling, an inground pool, a bulkhead, and a wood deck with ramp and floating dock. All is shown on a survey prepared by Kenneth M. Woychuk,L.L.S.,dated January 25,2022. BASIS OF APPLICATION: Request for Variances from Article XXIII; Section 280-124;Chapter XXXVI, Section 280-207; Chapter XXXVI, Section 280-208; and the Building Inspector's October 31, 2023 Notice of Disapproval based on an application for a permit to demolish(by Southold Town definition) an existing single family dwelling and construct a new two story single family dwelling; 1) located less than the code required minimum rear yard setback of 35 feet; 2) more than the code permitted maximum lot coverage of 20%; 3)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area; 4)the construction exceeds the permitted sky plane as defined in Article 1, Section 280-4 of the Town Code; located at: 520 Snug Harbor Road (Adj.to Gull Pond Inlet),Greenport,NY. SCTM No. 1000-35-5-34. RELIEF REQUESTED: The applicant requests variances to demolish as per town code an existing single-family dwelling and construct a new two-:story single-family dwelling that will result in a calculated gross floor area of 4,237.1 square feet where town code permits a maximum gross floor area of 2,702 square feet on this size property. The proposed new construction is outside of the permitted sky plane. The applicant proposes a lot coverage of 23.4% where the maximum permitted lot coverage is 20%. Finally,the applicant proposes a rear yard setback of 24.54 feet where town code permits a minimum rear yard setback of 35 feet. AMENDED APPLICATION: During the public hearing, the applicant's representative submitted amended sets of Site Plans and Architectural Plans, last revised April 3, 2024, depicting a reduced elevation of the front (east) elevation ofthe dwelling,and showing a sky plane extended through the chimney,only. The representative indicated that the Building Inspector informed him that the proposed chimney is not included in the town's sky plane regulation, thereby bringing the plan into less nonconformity with the Town Code. ADDITIONAL INFORMATION: A prior owner of the property was granted variance relief for excessive lot coverage of 22.8%, Appeal#2397, dated March 3, 1978. The property!has the benefit of Certificate of Occupancy No.Z9813 dated 1979 for a Private one family dwelling. Certificate of Occupancy No. Z 10513,dated June 3, 1981 for an Inground Swimming Pool and Fence,thereby increasing lot coverage. No Notice of Disapproval was issued for exceeding lot coverage further, and according to the Town's Building Inspector, swimming pools have always been included as part of lot coverage. The site plan last revised April' 2, 2024, indicates existing lot coverage at 26.5%. The applicant submitted Southold Town Trustees approval for Wetland Permit#9985 which permitted retaining walls and requires the applicant to maintain an existing 10 feet non-turf buffer. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 4,2024 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: I I Page 3,April 18,2024 47889,ECAE 149,LLC #1000-35-5-34 1. Town Law 4267-b(3)(b)(1). Grant of the relief as amended not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is a residential waterfront neighborhood. The neighborhood is an older neighborhood and large houses on modest sized lots are common in this neighborhood. The existing house has a non-conforming lot coverage, non-conforming;buildable floor area, non-conforming total side yard setback,and non-conforming rear yard setback. The proposed new construction is more conforming to the code than the existing dwelling and will result in an improvement to the character of the neighborhood. 2. Town Law 4267-b(3)Ll(2). The benefit sought by the applicant can be achieved by some method,feasible for the applicant to pursue,other than an area variance. The applicant is applying for a demolition and therefore could propose a new home that conforms to code. However,the lot is oddly shaped and boarded by wetlands,and there is an existing swimming pool the applicant has to design around which creates a practical hardship to building a code conforming structure 3. Town Law 4267-b(3)(b)(3). The variances granted herein for non-conforming lot coverage is mathematically substantial,representing 15%relief from the code. The variance granted Herein for non-conforming rear yard setback is mathematically substantial representing 30%relief from the code. The!variance granted for non-conforming gross floor area is mathematically substantial representing 57%relief from the code.However,the applicant is demolishing an existing house that does not conform to current town code. The applicant could renovate the existing home and maintain the existing non-conformity. Permitting the town code defined demolition and reconstruction allows the applicant to maintain the existing building area that it already has in place. The town receives the benefit of a home which is closer to conforming to current town code than the existing residence. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to 'suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and maintain a 10-foot non- turf buffer as per the Southold Town Trustees Wetland's permit. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior!to or at the time of purchase. 6. Town Law &267-b. Grant of Relief as Amended is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new home while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors;and applying the balancing test under New York Town Law 267-B,motion was offered by Member Dantes,seconded by Member Lehnert,and duly carried,to i GRANT the Relief as Amended as shown on the Site Plan and Architectural Plans last revised April 2, 2024, prepared by John H. Seifert, Jr., Architects, labeled ST1.0, ST1.1, A2.0 thru A5.0, received by Zoning Board of Appeals on April 4,2024. i SUBJECT TO THE FOLLOWING CONDITIONS: 1. An Innovative Advanced IA septic stem on the subject roe approved b the Suffolk County P Y J property,,rh'� PP Y Department of Health Services, shall be installed as proposed byi the applicant. 2. Prior to receiving a Certificate of Occupancy, the applicant shall submit a survey stamped by a License Surveyor depicting the 10-foot non-turf buffer landward of the bulkhead. I J Page 4,April 18,2024 #7889,ECAE 149,LLC #1000-3 5-5-34 3. The applicant shall apply for a Wetland Permit from the Town;of Southold Board of Trustees for proposed improvements. 4. All construction shall conform to the Sky Plane Code along all property lines,as defined in Article 1,Section 280-4 of the Town Code. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LLMTS ON THE APPROVALS) GRANTED HEREIN PIease Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the reliefgranted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations, extensions, demolitions,or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformides under the zoning code. This action'does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-1i46(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate!of Occupancy,nullify the approved variance relief,and require a new variance application with public Bearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes,Planamento,and Lehnert. (4-0) t slie Kane9 Weisma ,Chairperson Approved for filing / / 9/2024 KEY MAP LEGEND — ____ C7 17 r M — '{ �:}...—� wa eo6*r:J �m z ivou E NOTE:PROPOSED RETAINIG WALLS ''''`�'.-,�,.,'.PAY' Fa° rFA•Ar AS APPROVED BY THE BOARD OF MAPLE LANE TRUSTEES OF THE TOWN OF SOUTHOLD ON 2115/23 -,11 movrt�rori APR 4 ZZ ExxmNe I.•_ wurrve ETr*Ic °41iI1� ZA`Y159MADWIiiFA45 rinN+r ,.-_—_J am um6s[cr�ic ¢.uiE ua, tEKlmWiaw� I `_.moo ;�, Ina�EDFaA x� D sYsrEM N -\ "'"voxsCQ•'�nv VINYLBULKH� �1 • va. `_ s1r. nJ6 TOP DAPPING Y LOT 55 I mil?« t, ) va"`osz W/WOOD TW 4.2 3 (I vRoeo ` di Mr R DDPD ° /0 nDINNr 130.00 S 82°00'0 (MAP) O "E �i ci 132.":,BULKHEAD) R; \•- vsiiDouiror+s.i� ! �� 3• _—_ 0.5'S 0.6TJ vnsmPcz,n _ __ PhOv6ary M�Fum'G %• fMLPO-.En R,Eusrmec /LSD�-.. (4>),w,n osrzmwa 'P@•? ST C(ADE FENCE ON ST EWALL _ EL 10.0x _MON_—_ �y _._. _. 0.2_S'---- sRisnzac.rraN poy�gl.\ 6' 3 EL 9.5x t WATERLINE O ___e ensnxsca•.zoMcs SLIP P,� LOT54 ..' ' .>�=—=..,lo,m •`5 fie' 4i /, ` i ror,/ —1'D.•''`�• •` P. 0^7 N Q4 a / i L1YP. ¢¢STING I \ .... �O L .] IN ROUND '/i%' `/ ..: __3 `°nl`s / .. &xovasEuodcn .Ep..�; ,>' -_ f` .,... R 1 niro1ul \ I fu"'Lvriax EM W Exi61.3AD — w.. .sx>.waw�w,v+.�.. i E%4IRiG0ECKRATIO �r�� __ _¢�/ •yk.`.V`.•.�,'.." �¢1 Drs�Wv+i�M44p1 __ _.— >u y�• � I i ON GRADE TO BE R[PMRED _ +' � ,`ery._ � 6LhIDREpnS'a --- EL WSJS ARCHITECT! ¢wcma.w.�annc>e i xJ fi '!"•- �uMxslE:�rertnPRGu51 755 NEW YORK AVE.,HUNTINGIO:e .Y 0 L6.7 s n"1DMn CPD4MTE6TaPM (631)G51-1S33 ,.�G? . EPYIO opb Exe;nxssunDmsAR°, "•" TW 3.4 ..IFFFF..•' sm 'I ARCHITECr,URE INTERI R P— 'IG IaYSE• x.n.,mi c.i Dxa°,uFlaalRuenP ~ .0.: uST AF,:nP¢ssf.1• •--.Nam•�• flG� 0 L .7 w`.Icizi P-�— PROJECT D'¢'4. L .7Ts Ol 0\C'' JHN".""`:FINAL MAP�G ' 00 ;; DanlNcrun� 0�4 !REVIEWEDBY ,O DECISIONC ^k DATED: F — nra;sccaron Oas FiM,ItaAEA• Dsi. • R,r/, °'b 'L, O ! u1Ew•,n,,nnoomawru r ava�riccttlssnoca/aA.e¢°¢s �'-v,A X 520 SNUG EL 5. IcIATlFna �' �s. >,s• .>s. °assi �O sP awarneAsovenmfe,nExaK,.>r. ¢Izsi: ZO W \•`\TIN3.4 �"1 / � HARBOR ROAD wo °o �DfD°"OSC°.sED SE""cDrl,oiwwl,wonw»v.�A.`a"i SOIL BORING `4 TEST HOLE DATA c' : azo 6PwR.s¢o.,Po G I'•(y v NOTE.REFERIOMiD COOROINATE—HORAMOSDU DRAWING TITLE ATI /a4 � 6.✓• o l � 5� +� _ � J .?»iiF1 u0a„GS�DaMEDar M.DMwD (n C. S 4i FOR NFORMON REGARDING PROPOSED DEWL91M � �{ ' aEosE unaxD Nravin2oa (n Q AND REMOVAL OF PORTIONS OF EXISTING RUILDNG Y�tiA —OtalON ANO REMO'RE�GAROINGTING SITEED 1CQP �z 031 I W ° SITE PLAN 6: O t AIPAOVEMENIG. snuu[.s:mvTtr¢o.¢aura wDastu,x ureaamuw.w i „R d t'ec:c )q1 n7 r, r CRAMS y DRAWING rII:'. C!: I.li1N TOP VINp CAPPING�D z. .hors.w sPe.P lsDs„ CHKDBY WIW00 TNl 3.5 DATE /{{ r.. „wamMa aaM.M: _alM.lp.>< PROJ O 6 . °r�nit iuv w.ss aitalrn x �15rtE FLAN SCALE As Glenn Goldsmith,President r � oJ� Town Hall Annex A.Nicholas Krupski,Vice President 1 ���' 54375 Route 25 Eric$epenoski P.O.Box 1179Southold,New York 11971 Liz Gillooly Elizabeth Peeples j �� Telephone(631)765-1892 Fax(631)765-6641 HOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Transfer/Extension Received Application: Received Fee:.S Completed Application: Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Assessment Form Sent: CAC Referral Sent: Date of Inspection: Receipt of CAC Report: _.,Technical Review: Public Hearing Held: Resolution: Owner(s)Legal Name of Property (as shown on Deed): ECAE 149 LLC Mailing Address: .100 Quentin Roosevelt Blvd,Garden City, NY 11530 Phone Number: 917-841-5492 Suffolk County Tax Map Number: 1000- 35=5-34 Property Location: 520 Snug Harbor Rd, Greenport, NY 11944 (If necessary,provide LILCO Pole#,distance to cross streets,and location) AGENT(If applicable): David Bergen Mailing Address: Box.1008, CutChogue, NY 11935 Phone Number 516-848-6433 Email. davebergen7sQgmail.com Board of Trustees Application GENERAL DATA Land Area(in square feet): 14,817 Area zoning: Residential Previous use of property: Residential Intended use of property: Residential Covenants and Restrictions on property? _aYes _Z_No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes -allo If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes =No If"Yes",please provide copy of decision. is project r:T�7NYO demolition as per Town Code or as determined by the Building Dept.? ✓ Yes Does the structure(s) on property have a valid Certificate of Occupancy? Yes_13_No Prior permits/approvals for site improvements: Agency Date TR 9985- 2116/23 TR 1044 9/10177 Bld Dept- 10281 Z 6/27/79 ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? W] NoE Yes If yes, provide explanation: Project Description(use attachments if necessary): see attached ECAC 149 LLC project description 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. Project will result in a net reduction of 142 gross sq. foot. All as per plans dated 6/1/23 by WSJS Archi- tects. I Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Renovate existing residential house Area of wetlands on lot: 0 square feet Percent coverage of lot: U % Closest distance between nearest existing structure and upland edge of wetlands: 3.6 feet Closest distance between nearest proposed structure and upland edge of wetlands:-1 -Tfeet Does the project involve excavation or filling? No yes If yes,how much material will be excavated? cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: < 1 ft Manner in which material will be removed or deposited: Statement of the effect,if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): none 617.20 Appendix B .Short Environmental Assessment Form Instructions for Completing Part 1-Project information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. Ifadditional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: ECAE 149 LLC Demolition and Reconstruction Project Location(describe,and attach a location map): 520 Snug Harbor Road, Greenport-SCTM#1000-035.00-05.00-034.000 Brief Description of Proposed Action: Demolition and reconstruction of existing single family residence Name of Applicant or Sponsor: Telephone:631 315-6070 Martin D. Finnegan, Esq. E-Mail: mfinnegan@northfork.law Address: P.O. Box 1452 City/pO: State: Zip Code: Mattituck ]-NY 111952 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO I YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that J may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: Southold Town Trustees E %/ 3.a.Total acreage of the site of the proposed action? .34 acres b.Total acreage to be physically disturbed? .20 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? •34 acres 4. Check all land uses that occur on,adjoining and near the proposed action. o Urban m Rural(non-agriculture) o Industrial t?Commercial V Residential(suburban) ®Forest D Agriculture ❑Aquatic o Other(specify): c Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: S. a.Will the proposal action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? V c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? V 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing publidprivate water supply? NO 1 YES If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? J 13.a.Does any portion of the site of the proposed action,or lands adjoining the,lo ng proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? d b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ®Shoreline 0 Forest O Agricultural/grasslands 0 Early mid-successional Q Wetland ®Urban 0 Suburban 15.Does the site ofthe proposed action contain any species ofanimal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES v' 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? 16 NO 0 YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: 17 NO IdYES In accordance with Chapter 236 of the Towns Code Page 2 of 4 A 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: V 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? if Yes,describe. I AFFIRM THAT THE INFORMATION PROVIDED ABOVE iS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor 1!! e-:7ft D innegan,Esq. Date: N Signature: Part 2-impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur t. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment ofa Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy o ommities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands. waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-tern,long-term and cumulative impacts. a Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. a Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Boa=- d of Trustees Application AUTHORIZATON (Where the applicant is not the owner) owners of the property identified as SO T M# 1000- 0��° in the town of New York,hereby authorizes to act as my aggnt and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. � � Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS >I ( DAY OF � ��� 20� a VETO A.PAI�fltERl Notary Public NOTARYri;:?:_.1C,State of New yoat No.41-=d-0 J637 OL'alified in MaSS(,U County Commission Expires October 2, z0arQ OX TrUStees Application AFFIDAVIT BEING DILLY SWORN DEPOSES AND AFFIRMS THAT ICE/SIDE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEAIENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORE;WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED DY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PE T(S),IF GRANTED. IN COMPLETING'THIS APPLICATION,I HEREBY.AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY CODICIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER.A UTHORIME THE BOARD OF TRUSTEES TO ENTER ONTO ICY PROPERTY AND AS REQUIRED TO INSURE COI TLL NCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS �I DAY OF �i��Z�____ . 20 2� WTO A.PA.011ER1 NOTAP.Y P!8i!C,state_o;Aiew York tell -17 -- _4G7C,83 Notary Public Qual;ie i;i r' ssau County Commission Expires October 2, 1 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics Mhibits conflicts of interest on the part of town officers and empIgLges a p�pr ose of this form is to nravide information which can alertthe town of possible icts of ihten�A and allow it n take whatever action is necessary to avoid same. YOUR NAME: elw c '1 cr J (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest.`Business interest'means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship betweenyourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of 20 Signatur Print Name Form TS 1 ` APPLICANT/AGENT/REPRESENTATI VE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the bait of town officers and emoloyees The purnese of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME: David Bergen (Last name,first name,�qriddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other, person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest.`Business intetesf'means a business, including a partnership..in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town odiicer or employee owns more than 51/oofthe shares. YES _ F NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): �A)the owner of greater than 50%ofthe shams of the corporate stock of the applicant 12 (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); :RC)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this C% day of K c . 20_�,L Signature 1?rint Name David Bergen Form TS 1 ` Boa3'-,v.;)f Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SC'-rra41- NAME: �dl�G-men /biro �n'\es r 33 .s 35— 3,5-- - 9 STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of . 20 Notary Public l• rd of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: C-c-A G I `c f NAME: t� ADDRESS: l� j {� .� cN G e '� t d I-r-61 �b'7 G (eti few STATE OF NEW YORK COUNTY OF SUFFOLK Qd'-V / �c( , residing at S.Z� D7mSscf� g cep , being duly sworn, deposes and says that on the '\-3 day of .�� n C , 20,2_1 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at C'�„-�� C /� , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. q,Q 0- ---- f Signature Sworn to before me thiszf l Day of Ul� , 20 SETH G BANK Notary Public•State of New York NO.01BA6427 '83 Qualified in Suffolk county Notary Public My commission Expires Jan 3,2026 U.S. Postal Service T11 U.S. Postal Service TM ■ CERTIFIED RECEIPT Lr) Domestic Mail Onify o m . ru o, Certified Mail Fee c.:x m $4.4t1 093� m Certified Mall Fee $4.40 �+ 435 $ CO $ Extra Services&Fees(checkbox add lee esroPe) ""'�� Extra Services&Fees(checkbox,addles ❑fleturn Receipt(hardcopy) $ ❑Return Receipt(hardcopy) $rU a r�q te)Return Receipt(electronic) $ �+�r e Lrr-r l ' 7) ❑Return Receipt(electronic) ❑Certified Mall Restricted Delivery $ fil V J� 0 O Here 15` 0 ❑Certified Mall Restricted Delivery $_ di j Illl = Here r'J 0 ❑Adult Signature Required $ $0 00 Adult Signature Requtred $ dfl ftft DAdult Signature Restricted Delivery$ ❑Adult Signature Restricted Delivery$ _ ��' Jy V 0 lI( M1 Postage $0.68 U i3 � $ostage $0.68 r ' —32 To�Po�S�geandFees ^A3�2U2 � To 113 geandFees 16/03/202 i $ 5Q $ .JS fru Sent ve ti Ben o r -------f-�Nf--tat _ ,'r• 7 O Street an Apt.No.,orP Box No: Y F — C] -Gl ,- M1 Str a a�ndA t or `Box o "" ---Y( - r City,State,TJ1�4�---- ------- —-'�-------- ---- City,§tat Z/---- "— G o (� p c / /� T ` — - ------------ o ( �c.b O I �� S 1t — Postal o RECEIPT DomesticOnly m CERTIFIED G3 RECEIPT m a, Domestic Lotf m Certified Mail Fee $4.40 [] "£ Igy a j m Certified all Fee $4.4L� $ 7 c Extra Services&Fees(checkbox,add fee ea.ap�ropRpte) ;,s+'�'""`'' .,�6 cp $ rij ❑Return Receipt(hardcopy) $ /�r.V Lr +. 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R - ` --------.. r Glenn Goldsmith, President g�FFOJ'f Town Hall Annex A.Nicholas Krupski,Vice President ,�� Gy 54375 Route 25 Eric Sepenoski ti z P.O.Box 1179' Liz Gillooly o Southold,NY 11971 Elizabeth Peeples 01 �,�0! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of ECAE 149, LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING ADO-NO T-COIVIPLETE TFHS_FORA UNTIL=THE POSTING_HASPEAMAIN.ED JNPLA-CE--V-OIZ=AT LEAST:SEVrN-DA- `:.YSP_RIOW-7 O-THE=PUBL AC> HEARING�DA�''E COMPEET TFIIS_FORM ON_EI.GHTH�AY OR' A'TER I, . 1 r�G �, ,residing at/dba 7 3-.26— �st��e 1"o •, �} , being duly sw m, depose and say: That on the day of �4�e , 20Z r, I personally posted the property known as by placing the Board of Trustees official noticing pb4ier where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,June 12,2024. Dated: (signature) Sworn to before me this D day ()020Z-1 G BANK 7QuAl?1%0@d c W State of New York 1BA6427783 in Suffolk County Notary P lic M� R Expires Jan 3,2026 , NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: ECAE 149, LLC SUBJECT OF PUBLIC HEARING: For 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 TIME & DATE OF PUBLIC HEARING: Wednesday, June 12, 2024 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 - f Town of Southold LWRP CONSISTENCY ASSESSMENT FORM 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 mirror 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",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 making 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 shalt not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.north€ork.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 ® �OF APPEBAQLS BOARD 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: Dernofi ion and reconstruction of existing single family residence requiring area variances I , 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 w9h Farms Road.glen Head.w 11545 (c) Telephone number:Area Code( )631-31&6070 (d) Application number,if any: Will the action be directly undertaken,require handing,or approval by a state or fedwd 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 addition O sheets if nary 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 R 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 ® Yes @ 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 ® 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 ® Yes 13 No ®Not Applicable Attach additional sheets ifneaessary 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 0 Not Applicable 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. ©Yes El No U 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 39 through 46 for evaluation criteria.© YeD No E� Not Applicable Attach additional sheets if necessary WORKING 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. 0 Yes ❑ No® 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. 0 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. ®Yes ❑ No ® Not Applicable Created on 5125105 H.20 AM FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Clerk's Office Southold,N.Y. Certificate Of Occupancy No. .. I105.1.3 . . . . . . . Date . . . .. . .Juaa. .3:. .. . . . . . .. . . . . . . .. 19 .$1 THIS CERTIFIES that the building . . . . . . .. . . . . . . . .. . . . .. . . . . . . . . .. . . . . . . . . . . . . .. Location of Property H ousc.52% o..3arig•Ilarbor•Road. . .. . Graenport,..Tlam.IQrk. .Ha�m%i County Tax Map No. 1000 Section . . .35. .. . . ..Block .... .5... . . .. . .Lot .. .. ..31L..... .. . Subdivision cbeaves •pout• .Sec..3. . . . . .Filed Map No. 4650. . .Lot No. . . 5A. . . . . .. . conforms substantially to the Application for Building Permit heretofore filed in this office dated . . . June. 26 r. . . . .. . .. 19.7.9 pursuant to which Building Permit No. .. . .. . . .. dated . .June .27,.. . . . . . .. . . . . . . . . 19 7% ,was issued,and conforms to ail of the requirements of the applicable provisions of the law.The occupancy for which this certificate is issued is . . . . .. . .. .. . .. .. . . . ..Znground. .3vimnting. Pool. and.rAnco.... . .. . .. . . .. . . . .. .. . .. . .... . The certificate is issued to . . . .Maxwell. A .Muriel. Simkim . . . . . . . . . of the aforesaid building. Suffolk County Department of Health Approval . .. . . .. H/.B. . . . . . . . . . . . ... . . . . . .. . . ... ... . UNDERWRITERS CERTIFICATE NO. . . . . .944.7087... . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . .. . op Illere * Building Inspecto RN 4/79 11/2/22,6:26 PM 520 Snug Harbor Rd-Google Maps s r^* 520 Snug Harbor Rd a $�i ,w o 00Ap 9� 6 Yi l {i SOl3y Hdibfif ice, ;�q7 :�Geenp012,?Pf 71�4 SLnirg � e.�rY Fas �yY - o gle Map data©2022 Google 200 ft 520 Snug Harbor Rd Building i Directions Save Nearby Send to Snare hone 520 Snug Harbor Rd, Greenport, NY 11944 Box 1008 Cutchogue, NY. 11935 March 26, 2024 Southold Town Trustees ID E C E U E Town Hall Annex 54375 Rt. 25 Southold, NY. 11971 A MAR 2 6 2024 Dear Trustees: Southold Town Board of Trustees I am respectfully submitting to you the attached application packet for the renovation of a house for ECAE 149 LLC located at 520 Snug Harbor Rd, Greenport, NY . Enclosed you will find: Wetland Permit Application Short Environmental Assessment Form Authorization Form Owner Affidavit Applicant Transactional Disclosure Form Agent Transactional Disclosure Form LWRP Consistency Assessment Form Site construction plans Property survey -NYDEC letter of non-jurisdiction Color photographs Site location map -Application Fee in the amount of$1250.00 Thank you for your consideration of this application. Please do not hesitate to contact me at 516-848-6438 should you have any questions. Sincerely, David Berg ,Agent for ECAE 149 LLC