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Home My WebLink AboutTR-10954 Glenn Goldsmith,President O�04%'ofatAr 1019, Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski y z P.O. Box 1179 Liz Gillooly 0 ? Southold,NY 11971 Joseph Finora Telephone(631)765-1892 ��l far Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction V constructed Project complete, compliance inspection ;'- ��°♦a r° ,+ep>'""5�.,, ,.,..a etiiSvif.,.i a4� r• -n �F��s'r`i a r, .� .a�~•"".io'�,. a� ,rca�"cie, y a0°�R f Plpspt - a0. ff 6 1� ,haR'f p p' , 1'• P// § ,.a^1UE9 90 p a R°0 ►pp ,VI 6P►p° �{ l�.,i' k'+��St�iyb f,A'.�?&lJ.:'Si.GS�l�1gv,+'��..�.�cS�.c4R&'3:ds'1iy.P'�.a:+.:..STa<.iYfSC�U,i,.�+a:^t�^�fr.E+A'+'44ug.M'.6.'T.'•:".v53°.s!,",'!�+'�h?.�.?�:::V::)Yu+^.7iL::u"�:li'w.�.'!%.J2A.?:n`,.�+,.'b,.J 't.'frc}�'^k�+'�!h9f�,s5s r5S4:4'4.! 5.!:S.T43R,,!;X.1S'�S..S�s (. ' 9 BOARD OF SOUTHOLD TOWN TRUSTEES ' SOUTHOLD,NEW Y ORK PERMIT NO. 10954 DATE: MARCH 18, 2026 >, ISSUED TO: MKS REALTY, LLC s t oiiRa9t@' 91q%j+ :f e"< PROPERTY ADDRESS: 1925 NORTH SEA DRIVE, SOUTHOLD .a 1 yy SCTM# 1000-54-4-20 fr.•tg I& �••. P,`�i 3 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in oa accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 18,2026,and in a1� consideration of application fee in the sum of$1,250.00 paid by MKS Realty,LLC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the ea . following: P Wetland Permit to construct a proposed irregular shaped three-story 1,672sq.ft.single-family dwelling . with two garage entrances and one 8'x8' seaward overhead door entrance(overall dimensions of 107.6'x16.7')on top of 18"x18" foundation piers with helical piles; ground level(first floor)to be f9' in height with break-away walls except at front on-grade entry where conventional walls to be utilized and {` slab floor throughout; a seaward 640sq.ft.second floor deck with a kitchen/bbq area,5'x15' stairs to \�` ground and a 41'x3.5' shed roof above; two(2)4'x12.3' third floor seaward balconies; a 3.5'x11.3' at- grade masonry entry patio; install an I/A OWTS sanitary system in the southeast corner; add 235 cubic Ft J;• jy, 4 A.. yards of clean fill within the driveway and I/A areas; install a t2,000sq.ft. pervious gravel driveway; - = install water and electric services; install a stormwater management system with drywells all landward ire of dwelling in the driveway and elevated a minimum of 2' above groundwater; install a 1,200 gallon d' underground propane tank; with the conditions that there is to be no slab on grade within the ground } ' . r - level area except within the area of the elevator,stairs and foyer; the dwelling is to be constructed on _ P perpetually Y property g .:' Iles; and to establish andmaintain the entirety of theas a ve vegetated Non- � �,;• ' I Disturbance Buffer area with any disturbed areas to be revegetated using native species' with the condition of 4o slab except for where needed for the elevator;the dwelling to be on piles; establish and perpetually'maintain the entire property as a non-disturbance buffer-,.and as depicted on the site plan b Young Associates received on March 16,2026 ve etation plan prepared b Land Use :� r yRRR o prepared Y g g P. P P Y << Ecological Services,Inc.,received on March 16,2026,and construction plans prepared by AMP April Architecture,received on Apri124,2026,all stamped approved on 30,2026. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. `_ � � fir• _r � -� ='you'•. �i `� oy c�n`¢YnP.dF�9i"a`PY7+tYP"�'i3�dFrbYd��:I, ii'�i^iih"",id-YT75"i'f"^'�7a7A"i+Wr7�n'"Yhau3' +.'�" '✓.:.eiafi�✓�,527::�fi7.r'.iru.�i're1C^77oYri3.8'i t2i7�:idt7ria7K`uX"m?ilJBlid`nlir.uteri'.�P"u�Ct�.ait7Y•S?.�iri7id7R7i"erryRtl�"517.8�'n.'�i.�'tT ur`fi? 5� � a, (%. +<�,pi ti RR^, '-;,;,S salS � Y,... 4 eE4;1!�e e. �1,Pi,�1�@a0 _ ' ::5.:P9� 3a • .:o! .,,Q,,ye,�l.. TERMS AND CONDITIONS The Permittee MKS Realty,LLC, 1925 North Sea Drive, Southold,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 prior to expiration. 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. A permit issued for work not including a demolition as per the definition in the Town Code, but subsequent to issuance,the work results in a demolition,the permit is voided and a new application must be submitted. 6. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 7. 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. 8. 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. 9. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 10. That the said Board will be notified by the Permittee of the completion of the work authorized. 11. 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. 12. 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. Glenn Goldsmith,President �QF SOUr Town Hall Annex Nicholas Krupski,Vice President �OV� �� 54375 Route 25 P.O. Box 1179 Eric Sepenoski J Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Joseph Finora Fax(631) 765-6641 cOUNTY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 30, 2026 Kelly Risotto Land Use Ecological Services, Inc. 570 Expressway Drive South, Suite 204` Medford, NY 11763 RE: MKS REALTY, LLC 1925 NORTH SEA DRIVE, SOUTHOLD SCTM# 1000-54-4-20 Dear Ms. Risotto: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, March 18, 2026 regarding the above matter: WHEREAS, Land Use Ecological Services, Inc. on behalf of MKS REALTY, 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, and Chapter 111 of the Southold.Town Code, Coastal Erosion Hazard Areas, application dated November 6, 2025, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 1, 3.1, and 6.3 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: no slab except for where its needed for the elevator; the house to be on piles; establish and perpetually maintain the entire property as a non-disturbance buffer; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on March 18, 2026, 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, 2 WHEREAS, the project complies with the standards set forth in both Chapter 275 and Chapter 111 of the Southold Town Code, 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 for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVE the application of MKS REALTY, LLC to construct a proposed irregular shaped three-story 1,672sq.ft. single-family dwelling with two garage entrances and one 8'x8' seaward overhead door entrance (overall dimensions of 107.6'x16.7') on top of 18"x18" foundation piers with helical piles; ground level (first floor) to be ±9' in height with break-away walls except at front on- grade entry where conventional walls to be utilized and slab floor throughout; a seaward 640sq.ft. second floor deck with a kitchen/bbq area, 5'x15' stairs to ground and a 41'x3.5' shed roof above; two (2) 4'x12.3' third floor seaward balconies; a 3.5'x11.3' at- grade masonry entry patio; ,install an I/A OWTS sanitary system in the southeast corner; add 235 cubic yards of clean fill within the driveway and I/A areas; install a ±2,000sq.ft. pervious gravel driveway; install water and electric services; install a stormwater management system with drywells all landward of dwelling in the driveway and elevated a minimum.of 2' above groundwater; install a 1,200 gallon underground propane tank; with the conditions that there is to be no slab on grade within the ground level area except within the area of the elevator, stairs and foyer; the dwelling is to be constructed on piles; and to establish and perpetually maintain the entirety of the property as a vegetated Non-Disturbance Buffer area with any disturbed areas to be revegetated using native species; with the condition of no slab except for where needed for the elevator; the dwelling to be on piles; establish and perpetually maintain the entire property as a non-disturbance buffer; and as depicted on the site plan prepared by Young Associates, received on March 16, 2026, vegetation plan prepared by Land Use Ecological Services, Inc., received on March 16, 2026, and construction plans prepared by AMP Architecture, received on April 24, 2026, all stamped approved on April 30, 2026. 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. Very�ruly yours, Glenn Goldsmith President, Board of Trustees SITE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S 51TE PLAN d 15 PROJECT /ZONINO DATA. - a SUBJECT TO VERIFICATION A LICENSED wZ SURVEYOR. THE INFORMATION O� � IS A DSO � D n TAX MAP# w. REPRESENTED ON THIS SITE PLAN 15 TO THE 1000-054-04-20 z w 3 ARCHITECT'S BEST OF KNOWLEDGE. ZONING DISTRICT R-40 CONFORMING z�s a 'maces 2.SURVEY INFORMATION W LANDWARD LIMIT OF TIDALA5 OBTAINED TIE LINE ALONG APPROXIMATE LOT AREA 1.4 ACRES FROM A SURVEY DATED NOVEMBER 25, WETLANDS AS DELINEATED HIGH WATER MARK AS LOCATED o° 2020 AND PREPARED BY: BY US ON I1/25/2O BY US ON 11/25/20 SUPREME COURT OF THE STATE 601105/2023 ;01/18/24 n z, <W OF NEW YORK STIPULATION YOUNG b YOUNG SURVEYORS o w-3 Z 400 OSTRANDER AVENUE VARIANCE APPROVAL PENDING c m a RIVERHEAD,NY IIg01 m 0 3 w (630 121-2505 �_�_�_�_�_ _ w�o w �� ------------------------- lw FEMA FLOOD ZONE ZONE VE (EL-15) a zEo�v�i WETLAND5 DISTRICT PENDING w ¢ w x = oro ` I DEC DISTRICT PENDING g < z 3 :. '� I 11^1--�� c o >-�z�:..y tJ "� 'h I V zw Owa o I BEACH I N SUFFOLK COUNTY HD APPROVAL - - # OF BED. o o S L o w mo C r 50' REAR YARD SETBACK I y ___. --—- -—-—- —-—-—- -—-—-—-—- Z O _ c zazQo ----- (11 N PROPOSED PROP05ED Ww EDGE OF I O CONDITIONED 61R055 o w z z .� _ r ¢ rao EL-16) AREA AREA I BEACH H 2 O Z0 ( LL W o N ZONI=;F(EL ® 0 O FIRST FLOOR AREA 150 S.F. 115 S.F. < Z w o a o --------------- --�-c �� W g:n o Ul I i (� SECOND FLOOR AREA 1,4g8 S.F. 1612 S.F. _ a a D IS k THIRD FLOOR AREA 1,411 S.F. 1552 S.F. o o o ma Cl Vl AREA TOTALS 3,05q S.F. 3,3gq S.F. A.' e<�� V �@.a.� BY Z �p I VIA - UI 0 , � t � � V' ti ._ .. � N -N E 1� -die ZONING REGULATIONS.MAIN BUILDING _ ! _ BOAR® OF i Z U S i E E S x D I z rn z rn I E@ � SOUTHOLD TOWN-CODE CHAPTER 250;ATTACHMENT 5 4 •— TOWN OF 50UTiOL®= I AID BEACH GRASS AID r, APP 2 ' 2026 U 3 I �iA N �i 4 PROPOSED COMPLIES a) m U] I O Crn O rn I MIN. FRONT YARD � + ��`� 0 D I -1 y � soatheldlovin (AVERAGE;50' 45.2' 45.2' YES �f I �In EXISTING CREST OF n goarda#Trustees PER CODE) V a A ao alga, 3; I i� DUNE/BEAGH RIDGE �� I MIN.SIDE YARD 15.0' 46.2' YES ' PROPOSED 2ND FLOOR MIN.COMBINED Q •w BALCONY SIDE YARDS 55.0' q2.4' YES U3 I I PROPOSED DWELLING MIN.REAR YARD 50.0' 224.3' YE5 Q I I I LANDWARD LIMIT OF I FOOTPRINT I MAX. HEIGHT 55.0' 55.0' YES ' DUNE/BEACH RIDGE I I Q PROPOSED DECK I-SUPREr�COURT OF THE STATE OF HEN YORK,COUNTY OF SUFFOLK HAS INDICATED THAT THE HOUSE I MUST BE CEHTEREP ON THE LOT ACCORDING TO THEIR STIPULATION DATED JULY 18TH,2024(MEX W. PROPOSED 2ND STORY ABOVE i I 60++05/2025) _— DECK SETBACK — —_ _ _—_ _ _—_—_I_ LOT GOVERAC� _POOL _� - �--- i r PIER LINE_ _ i _ i SOUfHOLD TOWN GOD _280-124 ZONE VE (EL-15) ZONE VE_(EL-13Z_— -- BB.1 r - - I — - ZONE AE (EL-12) I DESCRIPTION (FOOTPRINT) AREA % LOT +� ZONE AE (EL-12) - -— -— - — -— —- - COVERAGE 2:2 STORY FRAME HOUSE i 101.6' - I 2 STORY I w > e l -—- -—-—- -- —-—- --- -- -- I FRAME HOUSE U ir J �i EXISTING 45.2' AVG FR T� I TOTAL LOT AREA 58,g36.0 S.F. Q Z p ww cc STONE EVERGREENS YARD PE I I BUILDABLE AREA 16665.0 S.F. N 0 DRIVEWAY EXISTING SANDscol, 1. TOW i BRICK I PROPoSEDiDWELLING I,612.0 S.F. 10.0% Y w to 2 W LOW BRUSH E ODE DRIVEAY I FOOTPRINT( Cy SCATTERED 250-1 4(A) I I PROPOSED RAISED DECK( 640.0 S.F. 5.6% 0 � � 0 I I TREES I cn PROPOSED BALCONY �_—_—_—_�_�_�_ _�� S'O_�_�_�_ _ _�_—_ _�_�_�_�_ _ �_�_ I �._ �_ _ �_�_�_�_1_ OVERHANG( 50.0 S.F. 0.3A5 0 _._.._------------------.._..----------.._.._.--- ---__-----.._.._..---.._.._.— — AT TOTAL AREA OF ALL STRUCTURES 2362.0 S.F. 14.2% 0 EOP MAXIMUM LOT COVERAGE ALLOWED: 20% SEE YOUNG__A550jC.LATE5__SURVEY.----------------------------- -----------------------------------------------------------------—-----------------------------------._....LANDWARD LIMIT OF NATURAL FOR SEPTIC, DRIVEWAY AND PROTECTIVE FEATURE AREA LINE I-SUEt-¢MA OXIOUFUM OF RT OF THE I�00 5TATE OF HEN YORK,COUNTY OF SUFFOLK HAS IN Or THE HOUSE MAY HAVPRE VEGETATION LAYOUT NORTH SEAS DRIVE AS SCALED FROM COASTAL (N=X NO.60n05=25) SF.FOOTPRINT ACCORDING TO THEIR STIPULATION DATED J1LY 187H,2024 ER051 ON HAZARD AREA MAP 2-SUPREME COURT OF THE STATE OF HEN YORK,COUNTY OF SUFFOLK HAS INDICATED THAT THE OUTSIDE tD DECKING MAY HAVE MAXIMUM OF-50 S.F.ACCORDING TO THEIR STIPULATION DATED_tLY IDTH,2024 N V (IlmL:X NO.601107/702s) PROPOSED SITE PLAN 50ALE: I" = 40'-0" o a PLAN NOTE: SUPREME COURT OF THE STATE OF NEW YORK, COUNTY OF SUFFOLK HAS INDICATED THAT THE HOUSE MAY GENERAL SYMBOL KEY: _` 4 .,-'G';'• �-_—--�_�_ HAVE 3,400 TOTAL SQUARE FOOTAGE, INCLUSIVE OF GARAGE AGGORDINO TO THEIR STIPULATION DATED W g Y JUL' 15TH, 2024 (INDEX NO. 601105/2025) m a o J r=:=l ExI5nN6 TO REMAIN 1EN1 FOIJtmAnON WALL '"4•�; j'`` __ ..a.: ,� z m H 3 i n ooW �ZFQ PEW WOODRAhs F J a¢ PEW PLUP6IN6 WALL I� 7 ***5PRINKLER5 DESIGN PROVIDED BY OTHERS. ENTIRE DWELLING TO HAVE AUTOMATIC SPRINKLERS INSTALLED AS PER o w Z W NEW YORK STATE BUILDING GODS.*** - `0 a a s yt diµ u e 1 u'ty��gd `'•� '• .� ¢/ ""-',;' in 1 FF1{ ` -- IP-• I 0 uj hi r S t y ryh: c5 m a .� r� �� ` !' APR 2 _ ?�_E� 2026 =aaw= O LL O M.S o i�Zz LSE OF - 90 ST. LRE oP 71m Southold To m 97n,�, — — — — — — — �� A7oK —L — — — Board of Trustees w S o< ABOVE r — F_ — — w N a¢N DALLq[Y O W -O O 2 G W Q 0 yc T i'-0' 1O'-�1• M-0' I'-7' N'-7' 413' 7.-0. 17'3' �'-0'—� O lnn � sw.- n w at2:u9s.�..a%IJ6•is'..ax.`ti+� - OVECX L n p: WO T � f LL W�ONw O 0 I - C- ROPdi O -0 BOOKA I4 a wul 3 aL9 K "7-0• 0 I I 1 7'-0• �� gaw�� 7'-0' BEAM •1 +ate- r I pn�Aoa—v.rL�d e a� 4 �� `-,-'-4'••.--".-aIf ; W�omo 07-4' v NO o IGi o a Oo E � sm/ ROOF. r7®L ® � offi BA9 I 10'-l0 7C MRaL.0 i - !' �. - 7 VININ6 ROOM 7'W ( ��. LIVING ROOM Fr- all- 46 7P. it " 94 IgISA F\ i I c 4-r �zo 9P � PROF. ' wD ° — r BATR ` O 12.014. 7-tf4 J i T I e+� - .LLa:i e^I..r:'oeaw•.s, °.b•:, b' " ^ � 1-3 T i� �7G_0 +. P_ ,n 7'E• '�• w. snx 'a:.:: 1 1 �140'��'-Cj•� F I I T MALT � M�-T n �7'-0' 74' 4V• y ]�j' 7-Lfj' 7.Cf4' 3-7}'j' b-I• 4-4• 7-4' 7-0' 64• Z'�j•-ri-7�• 7i�• Z�• b_I• 7'-42' 7 T •—�Y U PROPOSED SECOND FLOOR PLAN L - 14g8 S.F. HABITABLE AREA ; 1612 S.F. OR055 AREA SCALE, Ida'= I'-o° Q . D14• =-0 9�---- ------I'J--4' --- --- 17 i• ---- — 17------- --- --1-- -- -- - ------ ----- ---- ---------------- -------------- IIIIIIII nroroam inS I � I WAL J eRAAVE I c I I 1D•x ID•na'S K-m r ; 4 I NEuOAL nLE7 BBON2T�ABE -�"�l ?b'{ • f7T 4ranyP TO i I I L — — — — — J I I erFIROP05MY T' �—D•q• �— A. D' � � W > � W T-I• D._V. J V Ti I I ti`scTTVJ n EIE�AKAMY w. . _,• I I LL5"J I 'F W W Q Z 13 w /POI�wM�0"ATOR FO a own I N U) Z NO OT R AFMA9 wITNM BREAKAWAY AY — WALLS TO HAVE A WNC#WM SLAB I. . W � O _ CD � O 1 L I:�_i) N n IJ J I I Q unUTY ux 7N SH Arr ------ ------ ----r-- _----_ FF ML — --- LTh ------- --- — ---t-." Dom 22M -------—.�—�J— a® � - 4' b' L-- — ----- _ ___ I I aI7(51 — _ � a ° FOYM .0 70 ---------- ----- n � — O ° —— —— .,�-� —— — YiAL.L9 R1YJ ° 13'i' b�l' II'-4' 7'-{I�j• 4 i4' '�J 7'-{�j• II'•4' 6'-I' 12'-4' b'-1• N CN PROPOSED FIRST FLOOR PLAN (ON CRADE) SCALE: ve° 150 S.F. HABITABLE AREA ; 1-75 S.F. 5RO55 AREA ` I,-°. o a t j N PROPOSED RI ELEV.+41D' F w a InIn l I APR 2 ' 20_6 aE �caiaF z :n Z. F ma �� eV� S 1hoid Town, z o a N ' a Boa z of Trustees J=Z w a aao 13'1 PROS 5EG0lID FINISELE FLOOR Hml �-- '— B.EV..765 o LL o w= ` O Q U LL _ r�zZ3 U ��so3 S ® B yRQ� npQ d o w==O N p •1 S n :� KH?OT 000� o 0 01 OH OE � N� m z w} N U � S w-� 2 O W Q �s3Qo 0 0 F H 0 0 0 0 0 o PROPOSED FIRST FINI� w 1-=z w ELEV.+169' z r¢o 111 111111 Hill 111.1111 Id liiiiiiiii 111 �i I mliu 11O O W w w 3 a a o saw w= ELIEV-15.0-I.F N_ Y � wlnaoa J o �ooacDi F-LI-S t �l.KANHY ERE 17) WM.L9 fMJ _ ELEV.+19D' PROPOFi®BREAKAWAY MULLS(7YP) CONJH/TIONALLY f.ONJE11T10NALLY MULLS FOR AGE BVTRY FRANFD MULLS FOR ON - W` CRAM ENTW • L m FOYER FINISH®FLOOR ELEV.+6.T' 1 I - - - ELEV.+G.O' PROPOSED RIGHT ELEVATION PROPOSED LEFT ELEVATION N co 50ALE: 1/b"= I'-O' SCALE: 1/5'=I'-O" + ***5PRINKLER5 DE51ON PROVIDED BY OTHERS. ENTIRE DWELLING TO HAVE AUTOMATIC SPRINKLERS INSTALLED AS PER (� NEW PORK STATE BUILDING CODE.*** L FROPOSM ro P O EO x 9'-3yj' 14'-0' 14-IC 9' j' ~ O b'-' 3'-9Xj•-{ 314 I 4' low " 4'-0f4 TILA - _ 1 717 d .xac.. I ~ r PROP. Map. — J B4@10 � r 1 FILL a 3r," " �, an•us. P IO r T F�ALrL•� � YA " !y!y n r.Lo 0 2a7 a NeNr. I a I �10 I'�_..s_..- r O- - - 1 - - - �� -1 ' W SMAW J U Fr e O 4 O O O _ R Q W uWb �a�moN� °w- ]02 '� nx 0 _ ._ . i-,4�y �, di L - J �J.1 W �Q Z / "bx LI VA - O l+ �I' 'w IDS'-b'�i 37'-T . Tom• ,Q �B'i' 311 S-1n• L.. - (n Q S-0' Q 13-II' $O-0' n n 1� Z11 i LID snvcb ry srvco - - - - - - - Q CC N ~ F----T�• Tj�j• T-0• B'i' S'-0• B'-4• q'-lkj• a'-0• "''-•1• IT-T aLll' N IL O a PROPOSED THIRD FLOOR PLAN M 1411 S.F. CONDITIONED AREA; 1552 S.F. OR055 AREA SCALE, vb"= r-o• v PLAN NOTE: SUPREME COURT OF THE STATE OF NEW YORK, COUNTY OF SUFFOLK HAS INDICATED THAT THE HOUSE MAY HAVE 5,400 TOTAL SQUARE FOOTAGE, INCLUSIVE OF GARAGE ACCORDING TO THEIR STIPULATION DATED JULY 18TH, 2024 (INDEX NO. 601105/2025) o a ......... ................ ...............,. ........ e ............ -•�p•.o❖.❖o.•O.❖.•O:•... ..❖.•.o❖.o❖.❖.00❖•• ..❖.o•.o❖.•O.•... _ �— ..❖.❖.o❖.o❖O.•.•.. .�............... - - - — ................. ................. - �m■■t■nm■w■i■nm■u■■ir - IIII�I"""'••. --- �I�1 9�II��I�IIIm111m111�I�1O. ��- �i _ _ IIIImI11m11111�mm1111� /lm[`'�.�•"-�.�••��.�•�:."••.�.�••:fl�ln = - � mom- - - ■ m--�-- n■nm limn mmn m. � o 0 0 _ _ _ m ■■■'■■■ ■■■ m--- 111I■111� ■■■ ■■■ ■■■ m.nlm mrnn ■■� ■■■ m, - ------ ,gym ■■■ ■■■ .'nmr m" ■■■ ■■■� ■■■ ml m, m ■■■ ■■■ ■■■ m in - mm ■ ■ 'i■■■ mm � m■n ■■■ ■■■ m■ � � ■■■ ■■■ 'n'n mm ■■■' ■■■ ■■■ I"mm�"'n► .� m m...�-- �mmm�m ■■ ■■ m111mlri, �m i111rim — - �m� 'mlm imllmn n �_-�■ e' m�� nml n ntn mn n � � m � m � � mmlm mmnm► � MR.-M m�nlmn► mn mnm, �� s. � �� mnn m► mlmmlm �; � �Irmnmm, �R--=_-- �min � . nmm__ —��r �mlmmn uuIllnlmilnl�l► NINE■IIIm111m11n1�111► — - i�11111t111mlll�l�I11 111� lll�lmlll■111 ---i11111mn1�1� �I 11=1� ,111■Ilnlmlllmlll�ln� �I■11111■III� 7nlmnlmll'mlll�lll�lll z :son ■■■ mlmnmm� ■■■�nmlmmmml ■■■ �■■■ ■■■ ��mmm�nmiumm� ■■■ '■■■ imnitmrm� � � mmmmrl ■■■ ■■■ mrmm�mmm mm mmmmmn m mmmmlmn mlrmnmmllm _0 0 mmmnmlmmrm Inmlmmn nmrmnlmn mmnmmmmlmm U 0 immmm�m • Im mr��mramr Il�drmrn..lroml I�n.mnr..11�n..m�..l O O mmIm111�n11 O O ' O lnmmlln.m O O amrnmra.�lrllr.mn mlllrn.mmll�n _.i .1__..1_I...1. 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HIGNTTE�WATER OXIMA TE SOUND $y4. HW9/9/2025 MARK AS LOCA TEp a BY US ON 09/09/2025 Seaward , - Toe N46°31'51"E �'� 106.17' , •. — N43°53'27° �• tCrest •E 69.47' N42°O6'50"E $� Ridge _. 25.42'- - Landward Limit of Dune/Beach Ridge 0 -LANDYARO�IT OF TIDAL WETLANDS ELjNEATEflBY ...� • Line . ► �"'� S� N 09/09/2025 + y - a y d, ~`vim _ • ` LIAR 1 ---- M t9' Parcel Boundary Southold Tow zz ------- Existing Vegetated Buffer to Remain (34,300 SF, No n - :- • • • • • . : • } u, • • • Board of Trustees k 8 -- --- ''" '' �' E _ 4. F ..� o ee - - - - • .• - • .. - • 11 • TS 0 6 NON-DISTURBANCE '' Ti ZONE VE(EL-16) ��' NON-FERTILIZA TION BUFFER ATE n -- r BUFFER PLANTING PLAN NOTES c,�.\ _._NEvE•!Er _ IAREA SEAWARD OF ..._.^R1'NG L-°9-_r. 1. Proposed (8)Native Screening - �F� Morella pensylvanice, 2-3 gal container planted 5 C. �� ■ ■ ' - _ -� `> 2. Existing Buffer to Remain (34,300 SF) Area of ex tural ve etation to ■ _. T 4 r9 °rG'Z�o'� `� ■■' ■ - $_.. . . •- ■ ■ . . . ■ ■ remain, with the exception of a 4 foot wide path for beach access. Path is sited in area of existing wildlife trail with minimal vegetation. Ly=/F2 2Q p 31 E ^o °�OA F s 2. Proposed Shrub + Herbaceous Buffer (1,400 SF) - Plant buffer with native woody - and herbaceous species. �o tio� _ r _ , ®_ :, _, _ 7 - Trees: Juniperus virginiana, Quercus stellata, 3-4 tall planted 10 OC. 1`" v� �R^''� �� A- f` o Shrubs: Morella pensylvanice,Prunus maritima, 2-3 gal container planted 5' OC. t s o - Herbaceous: Ammophila breviligulata, Panicum amarum, and Solidago sempervirens, 2" plugs planted 18" OC. n 7. v - Seed: Seed Panicum amarum and Solidago sempervirens at 4 lbs PLS/acre. 3. Proposed Herbaceous Buffer (1,800 SF - Herbaceous vegetation only. � i P ( , ) g Y i • ' - Herbaceous: Ammophila breviligulata, Panicum amarum, and Solidago -'-�� - - - - .� ,. i - • i sempervirens, 2" plugs planted 18" OC. Seed: Seed Panicum amarum, and Solidago sempervirens at 4 lbs PLS/acre. - _ - - ez� r75' zAf'.c p FFEL.f6 46< STORY FRAME 1�AH SOUERCES i r "o HA,and Dune/Natural Feature lines obtained from Building Permit Survey prepared b t W, cor g Y P P Y r o o C J F#z m� -" — Young Associates,last revised 10/10/2025. 61UDF ,6.3 O '"?� - r`ScD SANTr...2Y 2.Base aerial is 10/1/2025 image from Nearmap. ° Prepared B Land Use Ecological Services Inc. Project:NATIVE PLANTING PLAN � ____ s ?¢ - , 200�, x. - 70 Expressway Drive South For: MKS Realty,LLC 1 in =40 ft _ i' �....,.�.: .,�..,,,�-,,. -.==a ��-� �5 Y 5 p ty - - --- -- _ n 4 At 1925 North Sea D ,_- - ----- :.— a, a Suite 20 r. Southold,N -._ 0 10 20 40 W�—ww w w GRATE=5.E '; Medford,NY 11763 SCTM #1000- 54-4-20 W W- w W W- ..-_---W W ft Y GRATE=ss r•NORTH SEA DRIVE °� Date: 10/23/2025 Revised: 3/13/2026 Sheet:NP-1925NS i (I)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EKISIM SIRUC1URE5 ARE FOR A sPEpnc PURPOSE AND ARE MOTTO BE USED TO ESTABLISH PROP-ERTY LINES OR FOR ERECTION OF FENCES.(3)CORES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTInCATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR RNOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING 14STITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LEFOING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERAE7LE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)7HE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS N / 400 Ostrander Avenue, Riverhead, New York IIQOI tel. 631.12T 2303 fax. 631.121.0144 LOT COVERAGE TEST HOLE odmin®youngengineering.com / BUILDABLE AREA--16,665 SF BY McDONALD 6EOSCIENCE PROPOSED DATE:11/20/20 fy (yj w oOb FRAME HOUSE 6L GARAGE =1,672 SF O �L,Lh j RAISED DECK =640 SF PALE �oowN Howard W. Young, Land Surveyor W E BALCONIES =52 SF COARSE SAND Thomas G. Wolpert, Professional Engineer W/10% Douglas E. Adams, Professional Engineer TOTAL =2,364 5F(14.2%) GRSAVEL Daniel A. Weaver, Land Surveyor 0' , &W=1.65 4.2' q 116, . - SITE DATA /' ♦ WATER IN PALE S �,L1 / rr'/ Io��F ♦♦ i% �60 To o� AREA - 1.3530 ACRES OR 58,936 SQ. FT. , \ O SAND �v ,0h�// / '� //'' ♦, %/ �r' // 61� *BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN AS SCALED FROM FLOOD ♦ ! /h (SW) INSURANCE RATE MAP PANEL NO.36103CO154 H LAST DATED SEPT.25,2009. 4.69 P 'O ,' ,' �♦ ' ,/ G/s J fjo ILO' * VERTICAL DATUM =NAVD(1988) ♦ r� ('6 ♦ ,r ' +i'`° �'e/% �Os�oa��oh \` �c� * DEPTH TO GROUNDWATER =4 FT , y \ / / , q * HIGHEST EXPECTED GROUND WATER ELEVATION -1.7 ��P pai / v ,' ,/ ♦♦ ,� �! , / ,' / +9.77 9�Li 'pe Leh �@ * O�PQ °� OP�� ,' �/ i ,/ RBF,' ,' �L/jA �o� //- \ /J NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =5 <46 ',fib '�O P \� '� �'� ♦ /*'s.os ,'� ,� ;, ,' +8.58 /c jh ,♦ * MINIMUM REQUIRED I/A OWTS CAPACITY =550 GAL ��\� r,' / ♦♦ �i ,/ � / /,' 4iq� `sal ♦�ti� \\ PROVIDED I/A OWTS CAPACITY =700 GAL �0 / Q o� / `� , Q. ♦ ��i // .asp �,----' e~J ��♦�`t' / Q g O r/ r/ �<G / i , / ,� � �� \ / GRAVELLESS ABSORBTION TRENCH REQUIRED USING ,,♦ / ,' /�r' +s.7s 4,io? ` � TABLE 11 OF THE SCDHS STANDARDS FOR A 5 BEDROOM o'��h P P ' �J �` ♦ ,' ,'� / '� --- 890 ,♦ti ` DESIGN&1-5 min/in PERCOLATION RATE) =76 LF �o`b/ y�`c Q� Q ♦ / *s.18 /' �ti �r C� i l ♦ GRAVELLESS ABSORBTION TRENCH PROVIDED =88 LF /,°0 QO G•r / , lJg +8.1 ♦♦ 01 �P ♦ ' '/ �"� '/ \f �P P ENGINEER'S CERTIFICATION / i y I i 9.34 ° ' ti d ti °� ♦ �,' 5,56 , / I+ ti� OQ �� g.4 red op Bpr / P�yti 0 ♦ i5 % + �►s.ssg3�� +6.3Q! / ♦ �`� py / �O�(�, P I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL L Q ti SYSTEMS FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY ,� /' ♦' i ,' l r' by ,a' , �P 41`,__ /7�� ,tJ h SYSTEM(S) 1 ' ( ' /' +9. 8.25 �.YT ♦ n, Q��y k.P CP Q DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 OIL, �fy.55� ,/ ♦�O� � �� 7 2t h ' QO�� L�P SITE AND GROUNDWATER CONDITIONS,ALL FArx d r N O / k — �� _ _ , a'e /•`�• a N I y\,rC� °t�,P CONFORM TO THE SUFFOLK COUNTY DEPARTMENAt2§E,!' �9�PG y ',� /r\ , / + Z41 / `O`�y •♦fi � a.33 �O�tT PQ CONSTRUCTION STANDARDS IN EFFECT AS OF� +9.36/ +8.39 ��5.75i /,/ ) ♦ / / �' ti/ / \ \ +8.37 ` ` � 32' i ^ !' ' � i41 r{ I Pa'/P�oIY I l// +�N676 a. ,5.3 ��/ 0�V,6 55+ 1 7444 4rN- 1 .g j:1 / +6.39/ �r P O \ \ , ,C 1 p/ I IQ vo / 1 . > \ 1 �Y� ` / + /�J O,Q�G,(� N , , Q a P O 4 Cc . 7.59 >< lee*NA o P ,'1 ♦/ '--- e.ao ` /< b� U" ♦ 9. ) ^ + s5 ' ��`� HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n A 61483 / GCS O OUGLAS E.ADAMS,N Y.S.P.E.NO. 08973 RO L +7.68 �b♦♦ i,' ,/ O/J k� °� /91 , /- , ♦ ✓N 7.74/ SSIOt1F Hl �' ♦ 31 /�, , �J� 64 �g'i +� S / �� / I♦ Q� t� I O ' .r,F' e'S' / \. j0 1 ♦ /, r O ADZ P / S y? O / , / 1 , _ _ 8.52 /r / ..♦Hp� C9 I m ti' O O��♦♦ ` -5.9s r' /'+781 �~�P°`� �/ / .� m '4 '�♦ �, / N ! , ,r hti �ti , , (� �Q /t s.s7, / cam' +s�7� :7 0� P ♦ k'' `� i +7.56� �C CMF % /, �(0��Q 1,�h / %�/ , 3/r\ , fir" �� » 5.56 SURVEYOR'S CERTIFICARBFTI +6.9/ �, �/ ��P O� i 1 4s.0//'/ / �/ �C5 fir(, mow. �, , \ WE HEREBY CERTIFY THAT THIS SURVEY WAS PR RE a A �8.10 //' 8.8a+ / / �/ '� /gyp �J `t?• ,�C. w 7 WITH THE CODE OF PRACTICE FOR LAND SURVEY DO � � K R /,, + o �� i Aiy� •- 9 � ? ♦ ,Lby/ ,� �Q��?�'+0� 7.34 / \ STATE ASSOCIATION OF PROFESSIONAL LAND Rs' ''' ,C -� 8.52 i00 / j ti/`� ,/� ♦♦ 1 �ytyO� •b' 9s,' // � ' C N CF 9. 15 1 1 Y0.34 act / /+ 63 i' •l gLd �•' 1 ... r. e / Q a '_ 5.99 °� G ,h LEGEND '��GY +8. +8.48 ' 'r ,i6�r/ / • '/ cy��,'�` x Qo'pJy�� yP P1 QP �/�.IL� fQ 93 �O4 ' HrynRy �O h0 j90 / +9�40 / , o ♦ �p 1ti Cq o \ � >< `' ' a R '�' �(�" wk. + . �oS� / / HOWARD W.YOUNG,NN . 5893 S U RJ CMF =CONCRETE MONUMENT FOUND 6 0 `� fl' / / ♦ bs • a ati QP h4' O s. /, DANIEL A.WEAVER,N. .M.S..L NO. 0771 EOP =EDGE OF PAVEMENT o o �'S�/ +s's1 / ,/ / 07 �1 FE =FUTURE EXPANSION �/� 'llgh�e„/ 7.96+I79 �_�� , /,' / ♦, � , � �� IPF =IRON PIPE FOUND /i�p` 9p�1' / �6.03 ♦♦ +1� JQ7 S ® ' y5 6 Q� �, SURVEY FOR LG =LEACHING GALLEY 6/. �` 6.95 / I ♦ IV , S. � , �/ , O OWTS =SANITARY TREATMENT UNIT /c�q ��v s. s f+5.sy ab +5.13 �% • AVV MAR 1 6 2026 MKS REALTY, LLC. UPT =UNDERGROUND PROPANE TANK JL �I� ` ♦ WMR =WATER METER e♦J ''q /ELF /L �� ~ WDF =WOOD FENCE �sqF�♦ �`� �� "« '� ' �� Southold Town S WSF =WOOD STAKE FOUND s ♦ ` + .43 s /'6 - 7 04 / / Board of Trustees at Southold, Town of Southold UTILITY POLEQQ' Suffolk County, New York EV�/ / QO/ � / �� h�� 194� ��h� BUILDING PERMIT SURVEY o ,, ` sF o�' HEALTH DEPARTMENT USE DRAINAGE CALCULATIONS y �° Q�P ��' s �' ��' h� '��y�/ s a• 7.07 i s ��/, County Tax Map District 1000 Section 54 Block 04 got 20 o TRIBUTARY 1 VOLUME REQUIRED ♦♦ 'y , 40 FIELD SURVEY COMPLETED NOV.25,2020 DRIVEWAY:1,053 SF x 2/12 x 0.60 =105 CF ♦ 7.64 — MAP PREPARED JUN.25,2021 ROOF:982 SF x 2/12 x 1.0 =164 CF ♦♦ O � / �(",i�ROVED F"l1/�±,"'1 BY Record of Revisions TOTAL REQUIRED =269 CF ♦ QP , Z ! O 1' D i REVISION DATE VOLUME PROVIDED ,��♦ ♦ j�j/ BOARD OF 'I tZ NOIA#1 APR.27 2021 lG USTEES NOIA(APR.20,2022) APR.27,2022 USE LF#1 ♦�ti, BP DATA OCT.14 2022 (2)10' DIA.x2' DEEP DRYWELLs =274CF ��V .�� / �� , TOWN OF SOUTHOLD BP DATA NOV.30,2022 tio i��P IV ' / h P , �, ` ABP DATA JAN.05,2023 ♦tio � Q� LO DATE � pr-' \ BP DATA OCT.10,2025 TRIBUTARY 1 VOLUME REQUIRED ♦ '� � ,� Q NOIA#2 NOV. 25,2025 DRIVEWAY: 1,045 5F x 2/12 x 0.60 =105 CF GENERAL DEC.22,2025 ROOF: 1,005 SF x 2/12 x 1.0 =168 CF ��h / i/ NOIA#3 JAN.05 2026 TOTAL REQUIRED =273 CF ti• / / Y- BP DATA JAN.28,2026 SANITARY SYSTEM MAR.11,2026 VOLUME PROVIDED ' m USE LF#1 / ' (2)10' DIA.x2' DEEP DRYWELLS =274 CF / 30 0 15 30 60 90 0. Scale: V = 30' / JOB NO.2020-0153 DWG.2020 0153_bp 1 OF 2 II I I (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERLY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PRtOPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY YAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS -112' VENTILATION PIPE METER SCUM BAFFLE-A CHAMBER Volume(gal) INCOMING SERVICE 400 Ostrander Avenue, Riverhead, New York 114OI -2 W Sedimentation Chamber 397 tel. 651.7272503 fax. 631.727.0144 -11 -8 -1 Anaerobic Filtration Chamber 396 odmin®youngenglneering.Gom Q3 Aerobic Contact Filtration Chamber 181 TDEDICATED ECIRCULATION (3) Storage Chamber 90 15 AMP BREAKER ��(f ff�� (�((��" (��(� © AIR LIFT PUMP Disinfection Chamber 6 4 iY� yY+��Y YW oev ISINFECTION Total Volume 1069 120V AC, 10, 60HZ, 15 AMP POWER SUPPLY CYLINDER (OPTIONAL) #12-2 AWG WITH &ND IN I" PVC CONDUIT Howard W. Young, Land Surveyor MiAIN Thomas G. Wolpert, Professional Engineer 4' INLET PIP ' OUTLET PIPE SPECIFICATIONS SERVICE Douglas E. Adams, Professlonal Englneer 4 Anaerobic Media PP/PE Filling Rate 32% PANEL At !A Daniel A. Weaver,Land Surveyor 4'-8 Q Board Type Aerobic Media PVC/PP/PE Filling Rate 17% Q Aerobic Media PP/PE Filling Rate 55% Blower 2.8 cfm HARDWIRE '--EFFLUENT Tank FRP INLET BAFFL Piping PVC/PP/PE AIR LIFT PUMP HEALTH DEPARTMENT USE © (� Q Access Covers Plastic/Cast Iron © Disinfectant(Optional) Chlorine Tablets IR INTAKE GROUND SJE RHOMBUS AIR BLOWER RECIRCULATION PIPE LOW BAFFLE CONTROL FLOW OPENING (TYP. (CLEANING ❑PENING) B PANEL PLAN VIEW ELECTRICAL ONE-LINE DIAGRAM ISINFECTION 4' MANHOLE 4"DIA. PERFORATED PIPE 18' MANHOLE CTYP 18' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) PERMEABLE B,AGKFILL LOW OPENING 6EOTEXTILE 6EOSYNITHETIG $ARRIER 11 8 OARD TYPE AGGREGATE CONTACT MEDIA ECIRCULATION ® ASSEMBLY 6'-0 USABLE 501E / ►n:�. ; s �'(�_'> =:F_� �,_};t- \ \/ (1-60 MIWINCH 5'-1' a'-11• Q 4"-11' PERCOLATION RATE) �\\-I i 1=III=III-III-III III \\/� ? �/\ 4'TO ADJACENT EROBIC MEDIA TRENCH Q ® /i �I 11=1I I=1I I=1I I-I I-I I/ i HIGHEST EXPECTED D ERATION ASSEMBLY /\ A= M A R 16 2026 UNSUITABLE SAND SHALL BE REPLACED WITH SAND \\//�//%//%/\//\/• RATED AT 5P OR SW A SECTION A-A VIEW SECTION B-B VIEWLEACH N& TRENCH SHALL SAND MEETING ASTM ____ Board OF'Trustees FUJIGLEAN USA CEN-7 BE EXICAVTEI2 DOWN TO SPECIFICATION G55 SAND RATED AT SP OR 5W 1. THE OWT5 SHALL BE MODEL GEN-7 MANUFACTURED BY FUJIGLEAN USA. ENGINEER'S CERTIFICATION 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 50DHS REPRESENTATIVES SHALL OBSERVE THE INSTALLATION GRAVELESS A85ORPTION TRENCH SECTION "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL o OF THE OWT5 AND LEACHIN6 SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. MF6. BY EL-EN CORPORATION MDL#B43 SCALE: NT5 5YSTEM(S)FOR THIS PROJECT WERE DE5I6NED BY ME OR UNDER MY N OR APPROVE`.D EQUAL DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 OIL, 5. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. SITE AND GROUNDWATER CONDITIONS,ALL FACILI A!iFPR*dP-g5 = CONFORM TO THE SUFFOLK COUNTY DEPARTMENT C 5 In4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER CONTROL PANEL MOUNTED NOTE: ALL CONDUITS CONSTRUCTION STANDARDS IN EFFECT AS OF Q 55 �L ;ti,., o MUST BE SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (5GDH5) PRIOR TO APPROVAL OF THE I/A IN 4"x4" FIRE55URE BETWEEN PANEL AND OWTS RE615TRATION BY THE SGDH5 IN ACCORDANCE WITH ARTICLE Iq OF THE SUFFOLK COUNTY SANITARY CODE. TREATMENT TANK MUST BE * © 3 fV N TREATED WOOD POSTS ALARM/CONTROL SEALED TO PREVENT GAS N 5. FINISHED FLOOR ELEVATION(5) TO BE VERIFIED BY THE ARCHITECT. PANEL MDL#1041a72 LEAKAGE INTO PANEL. : 5-1 CONTROLLER "A„ AIR BLOWER Z MFG BY 5JE RHOMBUS INSULATED WEATHER FOR WIFI COMMUNICATION ,,,� N�o BUOYANCY CALCULATIONS O DEVICE; HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n Apr 5I5TANT BLOWER 6148 3 ONE (1) OWTS MDL# GEN-7 MFG. BY FUJI GLEAN USA WEIGHS 705 LBS., REPRESENTING THE DOWNWARD FORGE ENCLOSURE USE ALARM/CONTROL THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 �r'pSSl�Nr4 v o FOR THE STRUCTURE. PANEL MDL#1045040 pOUGLAS E.ADAMS,N.Y.S.P.E.N0.80897 THE PROPOSED STRUCTURE WILL BE PARTIALLY SUBMERGED TO A DEPTH OF 0.60' (I.70 MINUS 1.10). CONTROLLER "C" MFG BY THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V = AREA x SUBMERGED DEPTH - 5JE RHOMBUS (1.cIOX4.40)(0.60) = 20.11 OF. 2 STORY THE WEIGHT OF THE WATER DISPLACED BY THE PARTIALLY SUBMERGED STRUCTURE W = 20A OF x 62A LBS. z SURVEY FOR FRAME HOUSE PER OF = 1304 LBS. (s BEDROOMS) AIR LINE TO MKS REALTY LLC. FFEL=16.50 APPLYING A SAFETY FACTOR OF IS, THE UPWARD FORGE (BUOYANCY) EXERTED ON THE PARTIALLY " FUJIGLEAN OWTS 5UBMER6ED STRUCTURE 15 1,504 x 1.5 = 1,956 L55. SWEET AIR THE DOWNWARD FORGE OF "105 LBS. 15 LESS THAN THE UPWARD FORGE (INCLUDING SAFETY FACTOR OF 1.5) FIN. GRADE VENT GAP MFG OF I,c56 LB5. AND, THEREFORE, AN ADDITIONAL 1,251 LB5. OF DOWNWARD FORGE 15 NEEDED. BY Tl1F-TITS TO E TRIWER SUPPLY at Southold, Town of Southold € USE (2) 10"xl0"x8' LONG CONCRETE BEAMS = II.O OF S (5' MIN FROM THE ADDITIONAL DOWNWARD FORGE PROVIDED = 11.0 OF x 150 LB5./GF = 1,650 LBS. ELECTRICAL/ Suffolk County, of S York "' ANY DOOR OR TO FUJIGLEAN WINDOW) FIBERISLA55 LOCKING OWT5 SPL,IGE BOX 0 10' COVER WITH SAFETY LID CONTROL PANEL 4 BLOWER N 4" PVC ® 3008-RG a RISER BUILDING PERMIT SURVEY 2.00% MIN. RISERS 4 GONERS MFG BY POLYLOK SCALE: N'T5 Z AIR WITH SAFETY LIDS RIM=7.q 2 LINE TO MFG BY TUF-TITE OR 5' 17 44'LONG TRENCH 3.0' County Tax Map District 1000 Section 54 Block 04 Lot 20 BLOWER APPROVED EQUAL 4" PVC ® 4" PVC a , I.00% MIN. I.00Jo MIN. RIM=8.3 GEOTEXTILE FIELD SURVEY COMPLETED NOV.25,2020 LOWER LEVEL BARRIER I ON 5 FIN. GRADE MAP PREPARED JUN.25,2021 SLOPE Record of Revisions (NO EASEMENT) EL=72L16 REVISION DATE FFEL=6.70 ----------AIR LINE----- CORROSIVE RE515TANT NOIA#1 NOV.12,2021 A IE=6.44 __ - TOP Or PIPE STRAFING (TYP. OF 2) NOIA(APR.20,2022) APR.27,2022 51, VENT SP DATA OCT.14,2022 HOLE IE=6.07 IE=6.02 IE=S q2 EL=62; GEN-T EPDXY COATED 8P DATA NOV.30,2022 CONNECT 5" PVC ,. ..,-,• .N IE=5.80 OWTS ANCHOR EYE BOLT BP DATA JAN.05 2023 VENT LINE TO VENT IE=6.24 BO'T EL=4.7 4'DIA. PERFORATED PIPE (TYP. OF 4) BP DATA OCT.10,2025 NOIA#2 NOV. 25,2025 HOLE IN OWST SEE DETAIL FOR 2' DDI S�PO�YPROION�LENE , PROVIDE GLEAN OUT AT OINTS COMPONENTS MFG.BY POLYLOK 6E05YNTHETIG AGGREGATE HI6HE5T GENERAL DEC.22,2025 FACE OF BUILDING MM#501'1-G24 OR APPROVED EQUAL SAND ih EXPECTED NOIA#3 JAN.05,2026 HIGHEST EXPECTED 6W EL=1.7 GW EL=1.7 SP DATA JAN.28,2026 SANITARY SYSTEM MAR,11,2026 BOT EL=1.10 PROVIDE END GAP LEVELING DEVICE 6RAVELESS ABSORPTION TRE40H5 (6 SF) . 10"XIO"X5' LONG MDL#5L-4 MFG BY TUF-TITE OR TOTAL OF (2) = 88 LF CONCRETE BEAM APPROVED EQUAL FOR ALL MF6.BY 1=1- CORPORATION MDL0543 OR APPROVED EQUAL 10"XIO"X8' LONG (TYP. OF 2) 700 GAL. I/A OWTS DISTRIBUTION BOX OUTLET PIPES CONCRETE BEAMS Scale: NTS MDL. GEN-7 MFG. BY FUJIGLEAN USA HYDRAULIC PROFILE END VIEW DETAIL JOB NO.2020-0153 NTS NTS DWG.2020_0153_bp 2 OF 2 II I No. I SOUTHO.L.D N Issued. To MKS Reatvj� , ��-� Date 3 /1 % / � Address 1�15 Nor�� Se-co. br : Ve , Souk, td THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION .TOWN TRUSTEES OFFICE,TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765-1892 Glenn Goldsmith,President `�r3F SO(�r Town Hall Annex 54375 Route 25 Nicholas Krupski,Vice President ,`o`� 0�0 P.O. Box 1179 Eric Sepenoski J Southold, New York 11971 Liz Gillooly cn Telephone (631) 765-1892 Joseph Finora � �@ Fax(631) 765-6641 com BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT #10954C ApplicantlAgent: Land Use Ecological Services, Inc. Permittee: MKS Realty, LLC SCTM#: 1000-54-4-20 Project Location: 1925 North Sea Drive, Southold Date of Resolution/Issuance: March 18, 2026 Date of Expiration: March 18, 2029 Reviewed by: Southold Town Board of Trustees DESCRIPTION OF ACTIVITY: Construct a proposed irregular shaped three-story 1,672sq.ft. single-family dwelling with two garage entrances and one 8'x8' seaward overhead door entrance (overall dimensions of 107.6'xl67) on top of 18"xl8" foundation piers with helical piles; ground level (first floor) to be ±9' in height with break-away walls except at front on-grade entry where conventional walls to be utilized and slab floor throughout; a seaward 640sq.ft. second floor deck with a kitchen/bbq area, 5'xl5' stairs to ground and a 41'x3.5' shed roof above; two (2) 4'xl2.3' third floor seaward balconies; a 3.5'xl 1.3' at-grade masonry entry patio; install an I/A OVVfS sanitary system in the southeast corner; add 235 cubic yards of clean fill within the driveway and I/A areas; install a ±2,000sq.ft. pervious gravel driveway; install water and electric services; install a stormwater management system with drywells all landward of dwelling in the driveway and elevated a minimum of 2' above groundwater; install a 1,200 gallon underground propane tank; with the conditions that there is to be no slab on grade within the ground level area except within the area of the elevator, stairs and foyer; the dwelling is to be constructed on piles; and to establish and perpetually maintain the entirety of the property as a vegetated Non-Disturbance Buffer area with any disturbed areas to be revegetated using native species; with the condition of no slab except for where needed for the elevator; the dwelling to be on piles; establish and perpetually maintain the entire property as a non-disturbance buffer; and as depicted on the site plan prepared by Young Associates, received on March 16, 2026, ,vegetation plan prepared by Land Use Ecological Services, Inc., received on March 16, 2026, and construction plans prepared by AMP Architecture, received on April 24, 2026, all stamped approved on April 30, 2026. INSPECTIONS: Final Inspection BY: Glenn Goldsmith, President gUfFO(�- Glenn Goldsmith,President 5%0 CEO Town Hall Annex A.Nicholas Krupski,Vice President y� 54375 Route 25. Eric Sepenoski y P.O.Box 1179 Liz Gillooly W Southold,NY 11971 Joseph Finora Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Land Use Ecological Services on behalf of MKS Realty LLC TO: Please be advised that your application has been reviewed by this Board at the regular meeting of March 18, 2026 and your application has been approved pending the completion of the following items checked off below. X Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 11t Day of Construction ($50.00) % Constructed ($50.00) X Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) X The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: Final Inspection Fee = $50.00 ql)3V'pk TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, ' ent Board of Trustees Land. April 6, 2026 D E (� E Board of Town Trustees Town of Southold APR - R 2026 PO Box 1179 Southold,NY 11971 r_ ,k Southold Town :_ Board of Trustees Attn: Elizabeth Cantrell RE: Application for Wetlands-Coastal Erosion Permit 1925 North Sea Drive, Southold I SCTM#1000-54-4-20 Proposed Single Family Residence Dear Ms. Cantrell: In response to the Southold Trustees memo outlining information needed for issuance of the Wetlands&CEHA permit for the above referenced site,please find enclosed the following: • Site Layout,Floor Plans and Elevations(4)prepared by AMP Architecture,last revised 3/23/2026 to eliminate the slab except for the area of the proposed elevator; • Final Inspection Fee of$50.00. Please note that the Survey/Site Plan, last revised 3/11/2026 and submitted prior to the hearing, already calls out the entire site outside of the limit of clearing, grading, and ground disturbance as Non-Disturbance /Non-Fertilization Buffer. Since the remaining site will be disturbed as depicted on the surveys, site plan, and planting plan, it is not feasible to label these areas as non-disturbance areas. Further, since these areas are over and/or adjacent to approved structures that will need to be maintained, it is not feasible to label them as areas that will never again be disturbed. As such, I respectfully request that the previously submitted Survey/Site Plan(3/11/2026)be approved along with the Native Planting Plan(3/13/2026)to satisfy the requirement for re-vegetation of disturbed areas,along with a condition stating that no lawn is permitted. If you have any questions or require additional information to enable approval of the project plans for preparation of the C&R's for Town review,please contact me at(631) 727-2400 or krisotto@landuse.us. Thank you. tSncerely, y M. is to Principal Enc. Via email and via mail 570 Expressway Drive South, Suite 204 • Medford, New York • 11763 631-727-2400 • Fax 631-727-2605 517E LAYOUT NOTES: I. THIS IS AN ARCHITECTS 517E PLAN & IS PRO.&CIT /ZONINt DATA y z SUB EGT TO VERIFICATION BY A LICENSED I I I w m L SURVEYOR. THE INFORMATION O I �l O ISLAND S O U I N D TAX MAP� 1000-054-04-20 r w og f REPRESENTED ON THIS SITE PLAN 15 TO THE z m w 3 ARCHITECT'S BEST OF KNOWLEDGE. G ZONING DISTRICT R-40 CONFORMIN z LANDWARD LIMIT OF TIDAL a a 2.SURVEY INFORMATION K45 OBTAINED TIE LINE ALONG APPROXIMATE WETLANDS A5 DELINEATED LOT AREA 1.4 ACRES W N W FROM A SURVEY DATED NOVEMBER 25, HIGH WATER MARK AS LOCATED o z M 2020 AND PREPARED BY: BY US ON 11/25/20 BY US ON 11/25/20 SUPREME COURT OF THE STATE 601105/2023;O?/I3/24 0.,., a w _ OF NEW YORK STIPULATION 400 OSTRANDER AVENUEO� VARIANCE APPROVAL PENDING z w=F m a RI VERHEAD,NY 11901 - .��" --- � m W a 51t (651)-721-2505 --------------------- FEMA FLOOD ZONE ZONE VE(EL-13) w O= i ---- w z�oa�w I WETLANDS DISTRICT PENDING aazo 1 i O w O W S -. r0 DEC DISTRICT PENDING o > LL Z 3 c cffi z� 1 B E A C H I v N SUFFOLK COUNTY HD APPROVAL _-- #OF BED. o M o F= L ya¢�wa O w O N O c l=Fom I 50' REAR YARD SETBACK I Z D O - � z a z LL nl N� O zawQO --------------------------------I PROPOSED PROPOSED E " 2.w k= zo I I EDGE OF I A m CONDITIONED CROSSu VE (EL-I(,) I BEACH Z,5N —-—-- I i 2 �t 0 FIRST FLOOR AREA I AREA AREA w =Z w (EL-13) i—-—f-—-—-_ — ORA55 �n �i -------------—_ -- <3 o I y SO S.F. I'15 S.F. a Z o o rn i I I 1 y�j Lm o SECOND FLOOR AREA 1,498 S.F. 16'12 S.F. m a z�W A 1 I r= ir zi THIRD FLOOR AREA 1,411 S.F. 1,552 S.F. W W= o m O_ O M o �ooaci im AREA TOTALS 3J054 S.F. 3 399 S.F. r 3 -D N S N ,f—� s ZONIN6`REGULAT1ON5 MAIN $UIt INC 3Ia x u O I z'rn z,rn °50UTt IOLD TfDWN GODS,CHAPTER 280;ATT,4GH '} w 7 MENT 3 -� 1 w I BEACH GRASS w I D I U 3 O I NI La PROPOSED GOMPLIE5 Q� c D kLlI i @ A 3 N 8'N MIN.FRONT YARD •— + D -i i (AVERAGE;50' 45.2' 45.2' YES ftt I tD EXISTING CREST OF t D 3 I i0 DUNE/BEACH RIDGE 70C I MIN.SIDE YARD 15.0' 46.2' YES L 1 pt I 1 PROPOSED 2ND FLOOR MIN.COMBINED SIDE YARDS 35.0' 92.4' YES Q 0 1 BALCONY D ! I 1 PROPOSED DWELLING I MIN.REAR YARD 50.0' 224.3' YES CL LANDWARD LIMIT OF FOOTPRINT I MAX.HEIGHT 55.0' 55.0' YES 2 1 DUNE/BEAGH RIDGE 1 Q PROPOSED DECK i I I-SIJPREl�E cOURr of THE STATE of MEN YORK coUHrY Or-SIJFFOLK WAS IraDlctaTsa THAT THE HOIrE PROPOSED 2ND STORY ABOVE 1 1 KST BE CENTERED oN THE LOT AOCORDIN5 TO THEIR STPULATON DATED JAY IDTH,2024 AMP"W. ealosaan) _ DECK SETBACK I 1 LOT GOUERAf�E POOL - —- ---— I - -- - I— PIER LINE- - SbUTHOLD TOWht GODS 280 124 y ZONE VE_(EL-13) - _—_ - --- -- - - --- - eb.'I _--- -- - _—_-- ZONE VE (EL-13) 1 ZONE AE (EL-12) -- - -�-- 1 -- ' ZONE AE (EL-12) DESCRIPTION(FOOTPRINT) AREA LOT Lu 2 STORY FRAME HOUSE i --- 6 lalb' - I 2 STORY 1 COVERAGE W -—- - - - - —-— - - -- -- 1 FRAME HOUSE J U TA EXI5TING 45.2' AVG FR T-T TOTAL LOT AREA SS,Q36.0 S.F. Q Z In W W IQ STONE EVERGREENS YARD P I BUILDABLE AREA 16,665.0 S.F. N 0 DRIVEWAY TOW 1 BRICK I PROPOSED DWELLING Ib12.0 S.F. 10.055 Y W � O LOW BRUSH ODE I DRIVEWAY 1 FOOTPRINTS) SCATTERED 280-I 4(A) i I PROPOSED RAISED DECK�� 640.0 S.F. 3.&% 0 O 1 (n TREE5 PROPOSED BALCONY OVERHAN60 50.0 S.F. 0.355 No --- -------- -------- - ---- ---------- -..--------------.----- -.--- ---_—_.-- � _--- --- TOTAL AREA OF ALL STRUCTURES 2562.0 S.F. 14.2% 0 IL IL - EOP MAXIMUM LOT COVERAGE ALLOWED: 20% SEE Y-OUNG.--ASSOC IAT-E5-SUSN� ---- ---------------------------------LANDWARD LIMIT OF NATURAL - --------------------------------- - FOR SEPTIC, DRIVEWAY AND PROTECTIVE FEATURE AREA LINE I-SUPREME CgJRT OP TIE STATE OF NH^I VOW(,4OIMTY TO s�K IRL INDICATED THAT THE H, MAY HAVE MAXIMJM of I,TOO SF.FOOTPRINT ACCORDING TO THEIR STWLATON DATED JJLY IDTI,2024 VEGETATION LAYOUT NORTH SEA DRIVE AS SCALED FROM COASTAL EROSION HAZARD AREA MAP 2-9 PRE-a COURT OF THE STATE OF NEW YMIK COUNTY OF%FFOLK HAS INDICATED THAT THE OursIDE DECKING MAY HAVE MAXIMUM OF IW Or.ACCORDING TO THEIR STIPULATION DATED JJLY IDTi,2024 cm ANOEX NO.601WSrWW) ' PROPOSED SITE PLAN �' 0 SCALE: I" = 40'-0" o a PLAN NOTE: SUPREME COURT OF THE STATE OF NEW YORK, COUNTY OF SUFFOLK HAS INDICATED THAT THE HOUSE MAY a OENERAL SYMBOL KEY: HAVE 5,400 TOTAL 5QUARE FOOTAGE, INCLUSIVE OF GARAGE ACCORDING TO THEIR STIPULATION DATED w gY -_ I� JULY I5TH, 2024 (INDEX NO. 60I 105/2025) �m a.w o I- I —� EXISTING TO REMAIN NEM FOLWATION HALL zo o w 3 Z� kEW Y400D FRAME =a n. NEw P1JJrffiING WALL o ***SPRINKLERS DE51014 PROVIDED BY OTHERS. ENTIRE DWELLING TO HAVE AUTOMATIC SPRINKLERS INSTALLED A5 PER o z NEW YORK STATE BUILDING CODE.*** �a O LL J O W F E owJ�a it wc00 m~a S>W> K O xZJy, =wawx .f-1 7• 7L4• z o K W x 1 y F a Z3 N � Fo Z��Wa LING Or 40 Sr. L1Ne or 91m S O a F V 8 - - - - - - - - - _ e� �eaooNr leaor�sove - - § Boer. N a¢°w a STOWBOVE r._._._.—._._.—.—._. i ..—.—.—.—.—.—.—.—.— � 30 SP. OWONO J a _.l I �._._._._._. _._._._._._._._._.-._._.—._ i A� �� o0 �+ Z w awa a 4oa S I I I y �ZWZo q IO�LYj' MM1e• M13' My 4�]' D'3` 4b O - Q _ Q FAt s4s 4b' q 7b'-1-7'-0•—F-7'-0• I I D'�I' _ aoorx 7 ' p Q Z wM 0 Q�a EBQEQ= a N d a • s4• I- I �-0• 4y3• j n - w ul am o 7(smi ao mew 5KW ROOF.nw = l Y� + @ k3 0 - 0 L.'VL.J E rue IN - I I ens • sb la m V un wr _X� ' IIIIII - o � ea�.p ewrr I I � u 'eT.4 7 y I — a I DININO POOM s _.n� 4-1 �,,,..,.._,L_,_..,, C�1. loe -X 9 r r 0 °r+ ♦ ems. w gyp. CIL ,-.as aS�.�a�2 .. � 6'-'�l' :..i ,.. . ae�'. ��, 31 � 7b•-1- 4'�i'— F7-O• � aa�u:e.` ��c^sw :�� i n 3'-O`O � W 4—j IH ZEW-M IN OULT .Y—eb•—#-04'—i-4'i' q s. q tea. JI •r �.F7'+�j•-i--lK�j•—i-7�j•—F-2'�• � 04' 44• 7'i' 7'd' 3s�!: 64' � �1'-$�j•�S'd�Kj•�OV�j•�9'-'.�• 04• r PROPOSED SECOND FLOOR PLAN � 1 14a5 S.F. HABITABLE AREA ; Ib'12 S.F. OR055 AREA SCALE. VS•a I'-0' Q w N 014• 5 t TKO• D'�• D4' D'�• D'-4• G ".::. -------------- LiI I I nra� q l b I I I I �oK rare aA L ——e ——— 7——e eye— 'mil Marys• ,e �i b,�,� q L— nuu�n�Mm.BE I I L._._._._._.J e�T a Ie� e'er e I W > n HALLS mri s4 e 1 J C) I I sa.« Y I I Q Z I wwlerrTRl I I W W LQ z I I W HTW OIQAKAYMrY I I N (� Z NO OINCe IR I I D 0 n w",.m Nave coNclmm sLne Dom, I I Y W _ y v7rt as RI I I I • -ii I I ® W-11 ea 44 I �¢ a + ® I L-- _ -------- I 22M I 4.r ___-� ___ I L_ Z___ � J I - � � � � ;_, __:�.______ -L___ '�}:• * --., ,.. 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Lan_ t Use DECEE VE VAR 16 203 March 13, 2026 - - Southold Town Board of Town Trustees s. = Board of Trustees Town of Southold PO Box 1179 Southold,NY 11971 Attn: Elizabeth Cantrell RE: Application for Wetlands-Coastal Erosion Permit 1925 North Sea Drive, Southold I SCTM 41000-54-4-20 Proposed Single Family Residence Dear Ms. Cantrell: In preparation for the public hearing for this project on 3/18/2026,please find enclosed the following: • Affidavit of Posting—Posters were installed at the site on 3/4/2026 and were still in place during the Trustees site meeting 3/11/2026; • Proof of Mailing of Notice—Notices were mailed to listed owners on 3/5/2026; • Certified Mail Receipts In addition,during the Trustees site meeting there was a discussion regarding the modifying the sanitary system design to eliminate the retaining walls and preserve additional vegetation.The engineer was able to accommodate this request and I have therefore enclosed the following: • (4) Survey/Site Plans,prepared and certified by Young Associates and last revised 3/11/2026; • (4)Native PlantingP ,prepared by Land Use and last revised 3/13/2026. If you have any questions or require additional information to prior to the 3/18/2026 Trustees meeting,please contact me at(631) 727-2400 or krisotto@landuse.us. Thank you. iK ncerely, ]ly ,M. Risotto Principal Enc. Via email and via UPS 570 Expressway Drive South, Suite 204 • Medford, New York • 11763 631-727-2400 • Fax 631-727-2605 ,aka 4 e LONG r Q "Proposed Native Shrub (Note I ica" .. rE TINE AIo ISLAND SOUND N&A�PROXIMA _ • • • IGH WATER MARK A � 5 LOCA TED .a BY US ON 09/09/2025 a�46° • Dune Toe 106.1T N43 53' oy rest of JP 27"E 69.47' N42°06'50"E Dune/Beach • • . -_. .. .._. Landward Limit of Dune/Beach Ridge ► 25.42' _-tA"ARD J.76ffiJT OF TIDAL ♦ a WE MAN N ELIIIEA?EDBY a ' 09/09/2025 •" Parcel Boundary pry ----- -4 y _ --' f"- t ` - Z 1 1 - -yyam-i___ 3 _,M�t' +►�_ Vegetated Buffer to Remain (34,300 SF, Note 2 o _ Existing LIAR 1 6 2026 01 W ` CGa4� 1 o . . . g Proposed Shrub Herbaceous (1,400 SF, Note Proposed Herbaceous Buffer (1,700 SF, Note 4) Soutno{d Town Board of Trust Trustqqp, NON DISTURBANCE — __ `;+` t NOle1-FERTILIZATION BUFFER ^ ' �\ ZONF,, ,c _ AREA SE.i�VARp OF CLEA BUFFER PLANTING PLAN NOTES " "` ' -"` '4 '` 1. Proposed (8)Native Screening - °�� 'ITa .. - Morella pensylvanice, 2-3 gal container planted 5' OC. 2. Existing Buffer to Remain (34,300 SF) -Area of existing natural vegetation to ;yL�, �� _ _ • - •' • _ • . _ _,_ K. _ remain, with the exception of a 4 foot wide path for beach access. Path is sited in °� p�A+' �� R �aocQsEo 4 YtjIC' A�t, x a o ting w trail rt minimal vegetation. are exis wildlife e tr w i t SITED A°4k" V 2. Proposed Shrub + Herbaceous Buffer (1,400 SF) - Plant buffer with native woody °°�� z ,'�Z o j C [ (zaa= 9, •y �' and herbaceous species. �20@@D 4 Trees: Juniperus virginiana, Quercus stellata, 3-4' tall planted 10' OC. °'! F n �, - Shrubs: Morella pensylvanice, Prunus maritima, 2-3 gal container planted 5' OC. .. :r o _ _ 0 3 - Herbaceous: Ammophila breviligulata, Panicum amarum, and Solidago •�• " sempervirens, 2" plugs planted 18" OC.il - Seed: Seed Panicum amarum, and Solidago sempervirens at 4 lbs PLS/acre. ._■•�' A-> 3. Proposed Herbaceous Buffer (1,800 SF) - Herbaceous vegetation only. - Herbaceous: Ammophila breviligulata, Panicum amarum, and Solidago _-" _ - ! _ •� g ., . - • ! sempervirens, 2" plugs planted 18" OC. POOL _� =T T. � _ Seed: Seed Panicum amarum, and Solidago sempervirens at 4 lbs PLS/acre. - --- - EL 5hwv, -_ a FFEL-'70 L zc _� ...J .-.. ''ctt -�------ ME zA�F �QTORY „. . } - A A_ - DATA SOURCES ry �� uPT' �o -;e,� , �- - 1.AHW,CEHA,and Dune/Natural Feature lines obtained from Building Permit Survey prepared by P PATIOS= J rF#2 "' - Young Associates, last revised 10/10/2025. 6PAOE +6.3 0 ANTI 2.Base aerial is 10/1/2025 image from Nearmap. ..:. Prepared By: Land Use Ecological Services, Inc. Project:NATIVE PLANTING PLAN s °24' T 570 Expressway Drive South For: MKS Realty,LLC ,�. 200 00 ., _ d Useuth1 in=40ft -"'-�' _"` - - nuite 204 At• 1925 North Sea cenzJ Dr., So old,NY a S J GRATE=5.B Medford,NY 11763 SCTM #1000- 54-4- 20 0 10 20 40 "-�—W w�w w W w w W ' ft 6RATESs NORTH SEA DRIVE —C ��s Date: 10/23/2025 Revised: 3/13/2026 Sheet:NP-1925NS (1)UNAUTHORIZED ALTERAHCN OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EIIST1NG STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH IPROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFIERABLE TO ADDITIONAL INSDTUTIONS OR SUBSEOUENT OWNERS (5)THE LOCATICN OF WELLS(W).SEPTIC TANKS(ST)R CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS N / 400 Ostrander Avenue, Riverhead, New York 11401 tel. 631.12-T.2303 fax. 651.127.0144 LOT COVERAGE TEST HOLE admen®youngengineering.com / BUILDABLE AREA=16,665 SF BY MCDONALD 6EOSCIENCE ((��(( ((,,L�• Htj_ DATE:11/20/20 PROPOSED E1:5.56 0.0' FRAME HOUSE&GARAGE =1,672 SF 00 DL / O RAISED DECK =640 5F PAFINETO N Howard W. Young, Land Surveyor BALCONIES =52 5F COARSE SAND Thomas C,. Wolpert, Professional Engineer W/toy Douglas E. Adams, Professional Engineer TOTAL =2,364 SF(14.2%) RAVEL Daniel A. Weaver, Land Surveyor � O / `SDo // 6W=1.65 4.2' bWATER q• �6/,� 1* - SITE DATA / V•.L. ��' ♦♦ .f 4.60 ♦ BROWNIFINEE aaNWae«uL� S ��V/ /��' ♦♦ 'ii \ r TOSAND COARSE AREA - 1.3530 ACRES OR 58,936 SQ FT. (n ,h/ ' �,�' ♦♦ i ' \ �e// W/10% *BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN A5 SCALED FROM FLOOD GRAVEL ♦ ! / /♦j (SW) INSURANCE RATE MAP PANEL NO.36103CO154 H LAST DATED SEPT.25,2009. 4.68 PO '� �' ♦, 1; ,' ` L VERTICAL DATUM =NAVD(1988) ♦ (p `6 O QQ° o P� �h �,'� �,'/ ♦♦♦ *s // �/+7.1 o �q �qsl o^�o \` /c� * DEPTH TO GROUNDWATER =4 FT y \o / 7 0 q * HIGHEST EXPECTED GROUND WATER ELEVATION =1.7 �PJLP o°� / ,'' �/ ♦♦ '' �! ' �' ' �' +9.77 9�, 'Pe`�e^/ \�P^ * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =5 O�eQ O� �aP��h /, /' /� i // RBF, /i, ,1 /j'0 OC.q y \J !LP Q Jy O o`L / ' ♦ '�i �' ', , (/6 6je � b '�' 'L ♦ /'i / , / +8.s8 MINIMUM REQUIRED I/A OWT5 CAPACITY =550 GAL 1\ / �ti y��\ ,' �/ ♦♦ ,!i , �/ ,/ / ,/ �Lq `SQL ti♦ti� \ PROVIDED I/A OWTS CAPACITY =700 GAL GRAVELLESS ABSORBTION TRENCH REQUIRED USING &� ♦♦ +8.75 1i�`` \ TABLE 11 OF THE SCDHS STANDARDS FOR A 5 BEDROOM 03�/ vP�PLO �y'� ,�' Q� �J�lT ,♦ ,' ,/ ,' ,' �/ t�, 'If __ � #-8.90 ♦♦�' DESIGN&1-5 min/in PERCOLATION RATE) =76 LF ,�A �%/ y1`�' ,�Q�yO ♦♦♦ 5.18 2' ,' , G��tiO ��Q��<+8.27 / -'/� ' ♦ *GRAVELLESS ABSORBTION TRENCH PROVIDED =88 LF �,' Q �✓ �0j♦ // / // /9�, �g y\Q 6y i /' IMF �. ♦ A / 10 ' ' p i /5r6 ' , o� r�Q g a Q op epr / yti ENGINEER'S CERTIFICATION O �� ♦ i5' % /' , + 1 / �, ti� ' J� Q� •�/ �` ♦ rL q- �P�� 0 gogagaxaiates ♦o' %/ // #*9.56 �,3�� +8.3� / ♦ ��`� oy`` 'y / �O�c "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL �/ �/ ♦� / ,� ,� y �� i \goy °Q,�� ,� y'� SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY (55 i h ,' /' +9. 8.25:: Q� ay \7<c.P°PQ DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 OIL, ' / ♦� / �� ,' ♦�O� � ��_ _ 7 21 QOJ�' SITE AND GROUNDWATER CONDITIONS,ALL FACILI S„J� t (a1t5Q A- /' N O� / ___ I tr �♦ a - y\P,rC� �O 4P CONFORM TO THE SUFFOLK COUNTY DEPARTMENT E ' "V ' ♦' L� �rO \ \/'' -` 2 �' '�, �� : �`� 6.33 O " Q ' CONSTRUCTION STANDARDS IN EFFECT AS OF � � J ' `Soo ,' ♦i 00�P yy / �/ \ / +f�o4---- / �O �? ♦ + �� + �� O .r. - < , / ♦/ �P %% ,' n / \ / O �,82 ��•QO / * r S �•! , �_/�� •,, FCC``` V I^' Z *//.:-v.'o- .At4 1 .• t Qq ♦, / ,i +9.36/� +8.39 �� o� -fp e- / F- i'L;:h,�,.• IF I4� �/ 48.7,5 ,' / \ \ +8.37 ) / / / v L c ,, 1 / ? L ' Tj 6• ,, i , , �k \ \ / , 1 r // i �rP��, �d v�♦, �j0.2o I �"/ �'o I . l/i +5!876?. 5. /(/ ti%6.55 +6.39i O�l,,�P o \ \ „'� /�/ ; I�Q4ot I / {► O `\ �cc \ ,'L \ 7.59 / .l�,`fit S�/QQ Q� \ �,) / , - 8.4+0 ` : r( i bn' O + ��' ) + 55 / �� HOWARD W.YOUNG,N.Y.S.L.5.NO.45893n � C 14 10 <<,'/ l ♦♦ i/ ,� �� R,J(� �� , / \�� / / _ ♦ �; ,b,- +5.4z1 s �° 7.74 +7.s8 �� °� / �� v THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 0�SStOt1F� / �y ®x / / DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 ♦♦ 31 ice, , yk.�Ov�.s4 �$ / ,�° (� +�s.1 s r �\ , / � tc ( O10 _ ,, cpp r // �Q� `I ti °'� P / 'S O / / ( r_ 8.52 / ♦6 iIV r o Oo�♦� 1�5.98 // �,hr, �� / �� s.s7i / c�� +7 e & �k ) `l' +7.s6� �C CMF °�' RBF /' ��0��1�h ;�/ +9 ia, ��/i\ �' v� �� %�. TM 5.56 y SURVEYOR'5 CERTIFICATIc, ti +6.9� ' ��/ �P� Pay ` e/ 0.07 e,/ : + , / ��s x ♦ o +s. , �/ / *WE HEREBY CERTIFY THAT THIS SURVEY WAS PR REd 2 +8.10 /,� G�' 8.86+ j / 49,�'� `�y �� (b �� w 7 t'' / WITH THE CODE OF PRACTICE FOR LAND SURVEY gDO K / / I/ / 95 O �` b P h '+ 7.34 / / \ STATE ASSOCIATION OF PROFESSIONAL LAND R ��. -, 8.52 / / ' 'I -` ♦ �Q'-_- •. �9 @ N jr, ' ` rn ff • ,, G o / ) / / / / 4 O /� / / \ z f' Z X / I c� �,�, tip' .68 ,�'2' �" Y0.34�c�' / /,+ aj•C�SI' HgQr y� , / �, as N .�'•-ma's -"06 o��b / • i�/5.♦ '5 R� / tn4 �,5 •'�.'.-ter LEGEND e�G +8. , ' _ ,' . F ♦ W �. �' - ,93 Q- QO /j I9+8.45 /' ' 6h'�`-� ,d�� o �oQ�oJ`'P • + r�-�r'S' C��P / 9Nb o O +9.40 / / / ,Fi. �. r �<i. + �� / / HOWARD W.YOUNG,N . .L.S.N . 5893 S U R\J CMF CONCRETE MONUMENT FOUND 6� �6q �o `��' 99. / I ,' ,' �`♦ e ♦ anti P k�' e ^ ^ J �, 94 , oQ Q �h• J/,�O 6. OANiEL A.WEAVER,N. . .L.S.NO. 0771 EOP =EDGE OF PAVEMENT /�ij v� o,, �♦ 07 �r +51 �c�� / 1'�a , W / 7.15 FE =FUTURE EXPANSION 9Ar- 'l!p^fie^/ 7.90I79 � ' �, I s o3 / ♦ `o^ .r, , 0 w / � IPF =IRON PIPE FOUND SAG 9q/,ey I // ♦♦ 5.01 k� JQ7 Q ;`s 6 SURVEY FOR LG =LEACHING GALLEY fij. �` 6.ss i ♦ / t. / `O OWTS =SANITARY TREATMENT UNIT /�'!yq �eo s� 8�/+5.sy �• ob +s.13 �� ww• ,' / Ja MAR 1 6 20� MKS REALTY, LLC. UPT =UNDERGROUND PROPANE TANK 'f16 ` ♦ ♦ / (� WMR =WATER METER ^J C^ �F� ` `` '' ' WDF =WOOD FENCE q ��R g� ♦ `�� w�►,. '� '� /�� ' Southold TOWS) tr E WSF =WOOD STAKE FOUND 's + .43 . 6 /'6� - 7•04 / / Board of Trustees at Southold, Town of Southold + =UTILITY POLE !� 0 ,' Suffolk County, New York O V� /�O 6UILDING PERMIT SURVEY / °'q�Jy oy ��, sF 9 �' �`' o� HEALTH DEPARTMENT USE DRAINAGE CALCULATIONS y �° �oQ�p'4I' ♦ q, �c. 7.07 � /3 � � �.�'��,�� / County Tax Map District 1000 Section 54 Block 04 got 20 o TRIBUTARY I VOLUME REQUIRED ♦♦ ��y ,/ / J�o�/ FIELD SURVEY COMPLETED NOV.25,2020 DRIVEWAY:1,053 SF x 2/12 x 0.60 =105 CF ♦ 7.64 MAP PREPARED JUN.25,2021 ROOF:982 SF x 2/12 x 1.0 =164 CF ♦♦ O Record of Revisions TOTAL REQUIRED = 269 CF ♦ '0 / E� / / REVISION DATE ♦ C9 ' �► �' NOIA#1 NOV.12,2021 VOLUME PROVIDED ��♦ NOIA(APR.20,2022) APR.27,2022 USE LF#1 �'♦titi� / / BP DATA OCT.14 2022 (2)10' DIAx2' DEEP DRYWELLS =274 CF �� /' # 'ti� , BP DATA NOV.30 2022 C131 BP DATA JAN.05,2023 14�-♦tio 0 �� ' Q(00 \ BP DATA OCT.10,2025 TRIBUTARY 1 VOLUME REQUIRED ♦ '� // �'�' /A NOIA#2 NOV.25 2025 DRIVEWAY: 1,045 SF x 2/12 x 0.60 =105 CF i h , � / GENERAL DEC.22,2025 ROOF:1,005 5F x 2/12 x 1.0 =168 CF ��j / NOIA#3 JAN.05,2026 TOTAL REQUIRED =273 CF / BP DATA JAN.28,2026 W / SANITARY SYSTEM MAR.11,2026 VOLUME PROVIDED USE LF#1 / 30 0 15 30 60 90 (2)10' DIA.x2' DEEP DRYWELLS = 274 CF Scale: 1" = 30' / JOB NO.2020-0153 DWG.2020 0153_bp 1 OF 2 I (1)UNAUTHORIZED ALTERATION ER OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPEanc PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PRIOPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTFICATON INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERIABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF"ELLS(W).SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS -1/2' VENTILATION PIPE 1"IETER SCUM BAFFLE B CHAMBER Volume(gal) 400 Ostrander Avenue, Riverhead, Ne York I1401 -- -2 Sedimentation Chamber 397 INCOMING SERVICE raner New York 631.7272303 fax. 63I.727.0144 W Anaerobic Filtration Chambcr 396 admin®youngengineering.c-om 07 Aerobic Contact Filtration Chamber 181 DEDICATED ECIRCULATION Q Storage Chamber 90 15 AMP BREAKER ash © AIR LIFT PUMP Q Disinfection Chamber 6 ISINFECTION Total Volume 1069 120V AC, 10, 60HZ, 15 AMP POWER SUPPLY CYLINDER (OPTIONAL) #12-2 AWG WITH GND IN I" PVC CONDUIT Howard W. Young, Land Surveyor MiAIN Thomas C. Wolpert, Professional Engineer 4' INLET PIP ' OUTLET PIPE SPECIFICATIONS SERVICE Douglas E. Adams, Professional Engineer AL 4 !A Anaerobic Media PP/PE Filling Rate 32% PANEL Daniel A. Weaver, Land Surveyor Board Type Aerobic Media PVC/PP/PE Filling Rate 17% Q Aerobic Media PP/PE Filling Rate 55% Blower 2.8 cfm HARDWIRE FFLUENT Tank FRP AIR LIFT PUMP HEALTH DEPARTMENT USE INLET BAFFL © Piping PVC/PP/PE 0. (g Q Access Covers Plastic/Cast Iron © Disinfectant( tional) Chlorine Tablets IR INTAKE GROUND SJE RHOMBUS AIR BLOWER RECIRCULATION PIPE LOW BAFFLE CONTROL FLOW OPENING (TYP. (CLEANING OPENING) B PANEL PLAN VIEW ELEGTRI GAL ONE-LINE DIAGRAM ISINFECTION 4' MANHOLE 4"DIA. PERFORATED PIPE 18' MANHOLE (TYP IS' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) LOW OPENING PERMEABLE B,ACKFILL 6ECTEXTII GEOSYNITHETIG BARRIER 11 I AGGREGATE BARRIER OARD TYPE CONTACT MEDIA VL- ECIRCULATION ® ASSEMBLY 6'-0 © ® 6'-0 USABLE 501E s'-1' a_11, (1-60 MIWINGH ® 4'-il' PERCOLATION RATE) z \\-III=) 1=1 I I=1 I-III III \\//� 4'TO ADJACENT Q 3 / TRENCH L� U EROBIC MEDIA o i/\�I 11=1 11=1 I I-1 I I-1 11=1 1=1 I�\i _ - HIGHEST EXPECTED ERATION ASSEMBLY // GW EL=I.7 �t--I 11=1 11=1 11=1 I i-1 M I�\�� MAR 16 2026 UNSUITABLE SAND SHALL BE REPLACED WITH SAND SECTION A-A VIEW RATED AT 5P OR 5W � Southold Town SECTION B -B VIEW Board of Trustees LEACHING TRENGH SHALL SAND MEETING ASTM FUJIGLEAN U5A OFN-71 BE EXCAVTED> DOWN TO SPECIFICATION C55 SAND RATED AT SP OR SW I. THE OWT5 SHALL BE MODEL GEN-7 MANUFACTURED BY FUJIGLEAN USA. ENGINEER'S CERTIFICATION 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND SGDHS REPRESENTATIVES SHALL OBSERVE THE INSTALLATION GRAVELE55 ABSORPTION TRENCH SECTION "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL o OF THE OWT5 AND LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BAGKFILL. MFG. BY ELJEN CORPORATION MDL#B43 SCALE: NTS SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY N OR APPROVEID EQUAL DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 OIL, 3. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. SITE AND GROUNDWATER CONDITIONS,ALL FACILI 5FPR�C 0 5 CONFORM TO THE SUFFOLK COUNTY DEPARTMENT �t CAS M 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER CONTROL PANEL MOUNTED NOTE: ALL CONDUITS CONSTRUCTION STANDARDS IN EFFECT AS OF o MUST BE SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (50DH5) PRIOR TO APPROVAL OF THE I/A pV 4"X4" PRESSURE BETWEEN PANEL AND I OWT5 REGISTRATION BY THE SGIDH5 IN ACCORDANCE WITH ARTICLE 1C`1 OF THE SUFFOLK COUNTY SANITARY CODE. TREATMENT TANK MUST BE * : o TREATED WOOD POSTS r Z 't .fy N ALARM/CONTROL SEALED TO PREVENT GAS 5. FINISHED FLOOR ELEVATION(5) TO BE VERIFIED BY THE ARCHITECT. PANEL MDL#1041ci'12 LEAKAGE INTO PANEL. .., iij CONTROLLER IIAII AIR SLOWER ,,,II�� ; -_ =a tr MFG BY 5JE RHOMBUS INSULATED WEATHER FOR WIFI COMMUNICATION w' .�+ N� r` BUOYANCY CALCULATIONS O DEVICE; 6 r 515TANT BLOWER HOWARD W.YOUNG,N.Y.S.L.5.N0.45893n ,q 14 33 i ONE (1) OWTS MDL# GEN-7 MFG. BY FUJI GLEAN U5A WEIGHS 705 LB5., REPRESENTING THE DOWNWARD FORGE USE ALARM/CONTROL FOR THE STRUCTURE. ENCLOSURE PANEL MDL#1045040 THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 p SslovA THE PROP05ED 5TRUGTURE WILL BE PARTIALLY SUBMERGED TO A DEPTH OF 0.60' (I.70 MINUS 1.10). CONTROLLER "C" MFG BY DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V = AREA x 5UBMER6ED DEPTH 5JE RHOMBUS ('7.cIOX4.40)(0.60) = 20.9 OF. 2 STORY THE WEIGHT OF THE WATER DISPLACED BY THE PARTIALLY 5UBMERGED STRUCTURE W = 20.9 OF x 62.4 LBS. Z SURVEY FOR FRAME HOUSE PER OF = 1,304 LBS. (5 BEDROOMS) AIR LINE TO MKS REALTY LLC. FFEL=16.30 APPLYING A SAFETY FACTOR OF 1.5,THE UPWARD FORGE (BUOYANCY) EXERTED ON THE PARTIALLY LY' FUJIGLEAN OWT'S 5U5MER5ED 5TRUCTURE 15 1,504 x 1.5 = I,cI56 LB5. SWEET AIR THE DOWNWARD FORGE OF 'i05 LB5. 15 LES5 THAN THE UPWARD FORGE (INCLUDING 5AFETY FACTOR OF 1.5) FIN. GRADE VENT GAP MFG OF 1,1156 LBS. AND, THEREFORE, AN ADDITIONAL 1,251 LBS. OF DOWNWARD FORGE 15 NEEDED. BY TUF-TITS USE (2) 10"xl0"xV LONG CONCRETE BEAMS = 11.0 OF EL TO BECTRIC SUPPLY at Southold, Town of Southold o (3' MIN FROM THE ADDITIONAL DOWNWARD FORGE PROVIDED = 11.0 GF x 150 LB5./CF = 1,650 LB5. ELECTRICAL LLOWER 12 ANY DOOR OR Su1�LY TO FUJIGLEAN Suffolk County, New York L WINDOW) FIBERGLASS LOCKING OWT5 SPLIIGE BOX 10' COVER WITH SAFETY LID CONTROL PANEIL BLOWER BVILDING PERMIT SURVEY 4" PVC, 3008-RG d RISER 2.00% MIN. RISERS 8 COVERS MFG BY POLYLOK SCALE: NTS _z AIR WITH SAFETY LID5 RIM=7.Q 2 LINE TO MFG BY TUF-TITS OR 6 12 44'LONG TRENCH 3.0' County Tax Map District 1000 Section 54 Block 04 Lot 20 BLOWER APPROVED EQUAL 4" PVG ® 4" PVC RIM=8.3 1.0035 MIN. I.00;YD MIN. GEOTEXTILE FIELD SURVEY COMPLETED NOV.25,2020 LOWER LEVEL BARRIER I ON 3 FIN. GRADE MAP PREPARED JUN.25,2021 (NO BASEMENT) � EL=7.2 SLOPE Record of Revisions REVISION DATE AIRLINE-----� CORROSIVE RESISTANT NOIA#1 NOV.12 2021 IE=6.44 TOP OF PIPE 5TRAPIN67 (TYP. OF 2) NOIA(APR.20,2022) APR.27,2022 3„ VENT IE=6 07 EL=62 BP DATA OCT.14,2022 CONNECT 5" PVC HOLE IE=6.02 1E=5 a2 GEN-'T EPDXY COATED BP DATA NOV.30,2022 VENT LINE TO VENT IE=624 IE=5.80�='' =�"'-'``1. .2'�- 507 EL=4.7 OWTS ANCHOR EYE BOLT BP DATA JAN.05,2023 HOLE IN 0115T 2' VIA. POLYPROPYLENE 4"DIA PERFORATED PIPE (TYP. OF 4) SP DATA OCT.10,2025 . SEE DETAIL FOR DISTRIBUTION BOX NOIA#2 NOV.25 2025 PROVIDE GLEAN OUT AT OWT5 COMPONENTS MFG.BY POLYLOK GE05YNTHETIG AGGREGATE HIGHEST GENERAL DEC.22,2025 FACE OF BUILDING MDL03011--e-24 OR APPROVED EQUAL SAND M EXPECTED NOIA#3 JAN.05 2026 HIGHEST EXPECTED GW EL=1.7 GW EL=1.'7 BP DATA JAN.28,2026 < SANITARY SYSTEM MAR.11,2026 W PROVIDE END GAP LEVELING DEVICE GRAVELESS ABSORPTION TRENGHS 66 5F) 10"XIO"XS' LONG f BOT EL=1.10 MDL#5L-4 MFG BY TUF-TITE OR TOTAL OF (2) = 86 LF CONCRETE BEAM APPROVED EQUAL FOR ALL MFG.13Y EL..FN CORPORATION MDL#545 OR APPROVED EQVAL 10"XIO"X5' LONG a. (TYP. OF 2) 700 GAL. I/A OWTS DISTRIBUTION BOX OUTLET PIPES CONCRETE BEAMS Scale: NTS MDL. GEN-7 MFG. BY FUJIGLEAN USA HYDRAUL I G PROFILE END VIEW DETAIL JOB NO.2020-0153 NTS NTS DWG.2020_0153_bp 2 O1 2 • • In the Matter of the Application of MKS REALTY LLC • w f 4 eft • 1925 North Sea Drive Southold NY 11971 • SCTM#: 1000-054.00-04.00-020.000 I9 Prepared by: Farrell Fritz P.C. 100 Motor Parkway Suite 300 Hauppauge,New York 11788 u 631-547-8400 ,}- ,.* '� ♦ ��.,��; t� �.� �, Pb --. rotjr r - � ter- � � `-•:. ,� �: , n 1925 North Sea Drive Sou "• ` -� G� Zoom to MAR 1 P 2026 1 View in Goodie Maas I -! * �►'' r_ Board of Trustees s ,, _ a # ,, Tax Map #: 1000-054.00-04.00-020.000 PARCEL ID 1000054000400020000 t- i "• } a =r'.•". ;F ` ADDRESS 1925 North Sea Drive +lpw, , ` CITY Southold { ti � • y lam' K"" •- • �' �,�� - r ZIP CODE 11971 ACRE CALCULATED 0-91 + ; ,� ► _ � ,r LAND USE CODE 311: VACANT RESIDENTIAL OWNER MKS REALITY LLC REPORT AN INCORRECT ADDRESS wit'"na d""o,s"in N / 400 Ostrander Avenue,Riverhead,New York 11-101 0144 LOT COVERAGE TEST HOLE tel.63 admI2303 fax.631orIn .com / admtn®youngenglneering.com / BUILDABLE AREA 716.665 SF BY MIDONALD GEOSCIENCE (,(� w" p.(L DATE:11120120 .",�. q --050 010-c PROPOSED EL-S.% o.o• 11'�/' !! ,)'IhH' .✓H a Al ti FRAME HOUSE d GARAGE =1,672 SF P/ PALE BROWN �`1O �y'U j RAISED DECK =640 5F FINE To Thomas Howard W,Young,Land Surveyor J`\ BALCONIES =52 SF COAR5E SAND os G.Wolpert,Professional Engineer '/ W/to% -� Douglas E.Adams,Professional Engineer g 0 TOTAL =2,364 SF(14.2%) Daniel A.Weaver,Land Surveyor J 1�// 6W=1.65 1.2' �Q �. 36 SITE DATA b /�/ ♦ WATER IN PALE P BRO WN FINE 3 46o TocoARSE AREA=1.3530 ACRES OR 58,936 SQ.FT. SAND �v o4j'�/ ♦, i / fie! wl10% •BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN A5 SCALED FROM FLOOD GRAM INSURANCE RATE MAP PANEL NO.36103CO154 H LAST DATED SEPT.25,2009. 14.6E zo 70 ` rhAG no, • VERTICAL DATUM =NAVD(1988) O� ��it 41,moo^ \6/ �O ° \9. / / + / / e//• 't„ 7`a C " DEPTH TO GROUNDWATER =4 FT aQ y`/\ / ♦+ i i+s /' //�t h9 oQ^,fie �'pt ` HIGHEST EXPECTED GROUND WATER ELEVATION v '/ ♦ ;i ' +9 77 y'it e` ^/ ` \e^ • NUMBER OF BEOR00MS(DESIGN EQUIVALENT) =5 ? ? P J °6/ e^ -MINIMUM REQUIRED I/A OWTS CAPACITY =550 GAL C5 • PROVIDED I/A OWTS CAPACITY =700 GAL Q to a // y0�0�o + ♦ i/!/ 88�/ '--'' ^J �'c �a.� `\ , 'GRAVELLE55 ABSORBTION TRENCH REQUIRED USING ,`�/ y1PyP Jh eF' / (A� Q ♦ �! i / '�+8.75 tiiO2'" TABLE 11 OF THE 5CDHS STANDARDS FOR A 5 BEDROOM ,OF +8.90 ♦♦'V DESIGN 61-5 min/in PERCOLATION RATE) =76 LF rl�`b/ y1Y, �'�Q�_O��y, i/{s.1e �/ i / // QS��b�� / /� l , •GRAVELLE55 ABSORBIZON TRENCH PROVIDED =86 LF +8.27 / i/ -`Qr_.y ♦ i % i, i/ C�SA�\ OS�, / ( i '9a UQ-J� I9.37 O ♦ A / C♦ 1 � .' 8.95 O a,PJ? ,' / /•� Pvl / \`\\ � ti QP Jy� � PO /+ ,t'� 'c0Q �b t� \\ �i;.a Q� oq-Bq, PQ, yti ENGINEER'S CERTIFICATION / ,� O P4' ♦ /y'' i i / // + . 1 / / ��J`� ` QS?4. \_ ♦ 5 rt / Q4. O ,•.,•'awn LP♦i . i , i ♦. S�QO�� qP "I HEREBY CERTIFY THAT THE WATER 5UPPLY(5)AND/OR SEWAGE DISPOSAL 019.56 /'ti +9.3q ♦ O '� Q-,�P �`o�J•,� Q .� SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY ; 12 9 DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 - OIL, / i f +�.5s/ _ ♦� q -��'___ h / �o�, SITE AND GROUNDWATER CONDITIONS,ALL FACILI 5,A R�k05 ,, ea, _____ OAP CONFORM TO THE SUFFOLK COUNTY DEPARTMENT Z0, =2 ?(1 CEO P '`•,\ ♦' 4� %° \ \,' / �`6y�k° �O`b t. 'P` 6.33 O LON51RUC17:ON:TANDARDS IN EFFECT AS OF o JZi 6' ♦ (o i / /\ \ �� //y A '� ^a,/ '�% '7�s � �F-1�.o`a , a�® �y`PP~P , r F� t ..��+ - I r�i', /J40 +8.37 �..- I1(�1�-7 ��\}}}\`y''n) 1,(1��7� 2 i ,/ / //8 I a (/ // �• saa \ r t J ® ♦/ i / QP/°� \ \ / / 1 �]0.20 I P/ 8 0 / /// t59�� 5.3 .L \, ti,6.55+ G' ,/+6.39i 4, P O� \ \i,K I p/ I IaP 3 / t 0� - �9. / � /e.+O \t 1- +`6 55 ' \a0� � NOWARD W.YOUNG,N.Y.S.L.S.N0.45893n \ Ao� ��3 /, / / b•' +s.a2 s +7 sa 0° 11iOMA5 C.WOLPERT,N.Y.S.P.E.N0.61483 tyF�`- : 7.7a •i,�.? / \G \ 53{O °h fjq Ptt 64 �g i 'C HMO / +\9.ts 1 / i- ` e.52h� DOVGLAS E.ADAMS.N.Y.S.P.E.NO.80897 `,Ap[[]� q Q �n�/M� tL ♦k / o�4'O Ser / ,yt�'o�'J�Ji, ' /oi < ` /k ,/' I ♦ ,� rylHllo I V ��iL10I °?, �i. fs.9e / w'C<'S? i+7.et "DQ4'�O ,,--a.s7 I.'` +7.6�: / �ms` e I `L +7.56 'l° CMF ti • I / 1S I ,/ U• a' / � +9:}2i 'D`V J, 0 E QPt�` . 5.56 SURVEYOR'S CERTIFICATI ♦ °� RBF , , ��0��1� ' / I ~�\ �`6 �.,.MP 3r, t � i.;TH 4 +6.9 ' i/ P� P•y5 L i /l!� b.o7 / i% + , t/;1!6: O \ 6.�, , •WE HEREBY LER TZFY THAT 11�I5 SURVEY WA5 PR qED- fe.to i / Vy�8.86+Q / pLl 49 j`? f�� .Ci' T - ' WITH THE CODE OF PRACTICE FOR LAND SURVEY /j,00 /r K Sou l old Town d i /y° / 95 O Q �P y0 7.34 / \\\ STATE ASSOCIATION OF PROFESSIONAL LAND ZS 'y1 y' BOar of Trustees esz ♦ y a b m +�.9/ ' t I// / ♦,2$ 6aO,Cti°�' 69 ,/2• (� N C 'f�"�`?' '- N9)4 1 I ro.3a4 `\ �o6 'eJ'�� / h , y ` b� +9f ' ��' 5y.99v^ / 51i h `/ f i r 9 93 4am1 +eas CP• HOWARD W.YOUNG,N .L.S.N 5893 �a V S U R CMF =CONCRETE MONUMENT FOUND �e -r7„ o^ �'I9' (/ ® / ;/�''+7 ''q0♦ '°?_• , ° away P `b 0771 EOP =EDGE OF PAVEMENT i7 0 /°o^ 2S', +9'}t / .07 �e �t 7 t5 / �v`V / FE =FUTURE EXPANSION 9hi- 41 �e 7.966 i / / 'e . IPF =IRON PIPE FOUND 't/jA e^g0/^/, ♦/i.79 ,/ta.o3 / ,"+!� ``1 Ja7 ; QO �` ,. �5 6®� j QQ• ,/C>1 SURVEY FOR LG =LEACHING GALLEY �6/. et 6.95 // I / �, LO MKS REALTY, LLC. OWTS =SANITARY TREATMENT UNIT /c I I of s . ' -+ /.P Jp �1jO BO 6.fl a t_i+5.6]r +5.73 ♦ e, / I�Cv/ / 1. UPT =UNDERGROUND PROPANE TANK te^ �60^ /F T,7��\ .,� ,� ♦ E_�J / WMR =WATER METER J WDF =WOOD FENCE ! �Qs•� 99', y�fi ' ^/ ` / E WSF =WOOD STAKE FOUND / \� + .43 fi / at Southold,Town of Southold `0� =UTILITY POLE ♦/' v �, ati°� , 3�Q ,' Suffolk County,New York °J 9® BUILDING PERMIT SURVEY '�` oy�`cF�� sF /°'� e o? HEALTH DEPARTMENT USE DRAINAGE CALCULATIONS , tiy��o QQO¢� �eoq,ro 7.D7 ® ; °� y�.AP�P`'� County Tax Mop o1:11°t 1000 seon° 54 Block 04 Lot 20 TRIBUTARY I VOLUME REQUIRED ,♦ ��i JA,O FIELD SURVEY COMPLETED NOV.25.2020 DRIVEWAY:1,053 SF x 2/12 x 0.60 =105 CF /F 7.64 / MAP PREPARED JUN.25,2021 3 ROOF:982 SF x x I.0 =164 CF , / // TOTAL REQUIRED Record of Revisions =269 CF + 0, / REVISION DATE ♦ �';F / / NOIA#1 APR. 7 2021 VOLUME PROVIDED A� / ///\\ NOIA APR 20 2022 APR-14,2022 USE LF#1 �++� � /� BP DATA ) OCT.14,2022 (2)10'DIAx2'DEEP DRYWELLS =274 CF ¢S♦�,� �� ' '� y=� BP DATA NOV.30,2022 P'tiBP DATA JAN.05,2023 ♦D= / tr VO BP DATA OCT,10,2025 1' /(� F' O \ NOIA#2 NOV.A!2025 TRIBUTARY I VOLUME REQUIRED , / P /J GENERAL DEC-22,2025 DRIVEWAY:1,045 SF x 2/12 x 0.60 =105 CF ♦ h / / '� NOI:A#3 JAN.05,2026 ROOF:1,005 SF x 2/12 x 1.0 =168 CF ♦ ,�'�/ ' BP DATA JAN-28,2026 TOTAL REQUIRED =273 CF / SANITARY 5Y5 I M MAR.11,2026 VOLUME PROVIDED , USE LF#1 / 30 0 15 30 60 90 (2)10'DIAx2'DEEP DRYWELLS =274 CF // s Scale:1"= 30' / JOB NO.2020-0153 DWG.2020_0153_bp 1 OF 2 an".'"� " -112'VENTILATION PIPE METER SCUM BAFFLE B CHAMBER Volume(gal) INCOMING SERVICE 400 Ostrander Avenue,Riverhead,New York 11401 '-z Sedimentation Chamber 397 tel.63I.127-2503 fax.651.727.0144 4-- AAnaerobic Filtration Chamber 396 admin®youngengineering.eom erobic Contact Filtration Chamber 181 DEDICATED ECIRCULATION Q Storage Chamber 90 15 AMP BREAKER 4�# '� �4Ct�'o�APR' AIR LIFT PUMP Dsnecton Chamber 6ISINFECTIGN Total Volume 1069 120V AG,10,60HZ,15 AMP POWER SUPPLY CYLINDER(OPTIONAL) #12-2 AWG WITH 6ND IN I"PVC,CONDUIT Howard P1.Young,Land Surveyor MAIN Thomas G.Wolpert,Professional Engineer 4'INLET PIPOUTLET PIPE SPECIFICATIONS SERVIGE Douglas E.Adams,Professional Engineer AlJAAnaerobic Media PP/PE FillingRat, 32% PANEL Daniel A.Weaver,Land Surveyor 4'-e - Board Type Aerobic Media PVC/PP/PE Filling Rate 17%Aerobic Media PP/PE Filling Rate 55% Blower 2.8 cf. HARDWIREFFLUENT Tank FRPINLET BAFFL AIR LIFT PUMP piping PVC/PP/PBHEALTH DEPARTMENT USE Access Covers Plastic/Cast Iron ® Disinfectant( tional) Chlorine Tablets NTAKE GROUND SJE RHOMBUS AIR BLOWER RECIRCULATION PIPE LOW BAFFLE J CONTROL FLOW OPENING(TYP. (CLEANING OPENING) B PANEL PLAN VIEW ELECTRICAL ONE-LINE DIAGRAM ISINFECTIGN 4'MANHOLE 4"0IA.PERFORATED PIPE IB'MANHOLE(TYP 18'MANHO7(TY 24'MANHOLE(TYP CYLINDER(OPTIONAU PERMEABLE BAGKFILL LOW OPENING GEOTEXTILE ' 6E05YNTHETIC BARRIER It' AGGREGATE OARO TYPE CONTACT MEDIA © ECIRCULATION p ASSEMBLY \ 6'-D USABLE 501E Q Q 0-60 MIWINCH 5• -r a•-u• ® a•-u• PERCOLATION RATE) \i\\-T-11=1 1- ? � 4'TORENCH ADJACENT MAR 1 R 2026 TRENCH EROBIC MEDIA \ i III I I� I-I I I� I III \\� ® \ I =III=III=III=1 1=1 / HIGHEST EXPECTED ERATION ASSEMBLY 6W EL=1.'7 UNSUITABLE SAND SHALL BE \\ �i� � •4\�k, �i\\/ _ Southold Town RATED DTNIT SAND SW Board of Trustees SECTION A-A VIEW SECTION B-B VIEW LEACHING TRENCH SHALL SAND MEETING ASTM FUJICLEAN USA CEN-7 BE EXGAVTED DOWN TO SPECIFICATION C55 SAND RATED AT SP OR SW 1.THE OWT5 SHALL BE MODEL CEN-7 MANUFACTURED BY FUJICLEAN USA. ENGINEER'S CERTIFICATION 9 GRAVELESS ABSORPTION TRENCH SECTION UPP 2.THE DESIGN ENGINEER,FUJICLEAN USA REPRESENTATIVE,AND SGDHS REPRESENTATIVES SHALL OBSERVE THE INSTALLATION "I HEREBY CERTIFY THAT THE WATER 5 SUPPLY(S)AND/OR SEWAGE DISPOSAL OF THE OWT5 AND LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BAGKFILL. MFG.BY ELJEN CORPORATION MDL#B43 51-ALE: NT5 SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY OR APPROVED EQUAL DIRECTION.BASED UPON A CAREFUL AND THOROUGH S3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. SITE AND GROUNDWATER CONDITIONS,ALLFACILI CONFORM TO THE SUFFOLK COUNTY DEPARTMENT4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTYOWNER CONTROL PANEL MOUNTED NOTE:ALL CONDUITSCONSTRUCTION STANDARDS IN EFFECT AS OF s A��POIL, ` S MUST BE SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SGDH5)PRIOR TO APPROVAL OF THE I/A N 4"x4"PRESSURE BETWEEN PANEL AND )' i n OWT5 REGISTRATION BY THE SGDH5 IN ACCORDANCE WITH ARTICLE Ig OF THE SUFFOLK GOUNTY SANITARY CODE. TREATED WOOD POSTS TREATMENT TANK MUST BE ALARM/CONTROL SEALED TO PREVENT 6A5 5.FINISHED FLOOR ELEVATION(5)TO BE VERIFIED BY THE ARCHITECT. PANEL MDL-04117j LEAKAGE INTO PANEL. CONTROLLER"A AIR BLOWER MF6 BY SJE RHOMBUS FOR WIFI COMMUNICATION BUOYANCY CALCULATIONS o INSULATED N WEATHER DEVICE; G, L'F� � 515TANT BLOWER HOWARD W.YOUI�G,N.Y.S.L.5.N0.45893n A Ie is; ONE(1)OWT5 MDL#CEN-7 MF6.BY FUJI GLEAN USA WE16H5 705 L55.,REPRE5ENTING THE DOWNWARD FORGE ENCLOSURE USE ALARM/CONTROL THOMAS C.WOLH_RT,N.Y.S.P.E.NO.61483 FOR THE STRUCTURE. PANEL MDLts1045040 DOUGLAS E.ADAMS,N.Y.5.P.E.NO.80897 SSIONf` THE PROPOSED STRUCTURE WILL BE PARTIALLY SUBMERGED TO A DEPTH OF 0.60'(1.70 MINUS 1.10). I CONTROLLER"G"MFG BY THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V=AREA x 5UBMER5ED DEPTH 5JE RHOMBUS ('T.gO)(4.40)(ObO)=20.g CF. 2 STORY THE WEIGHT OF THE WATER DISPLACED BY THE PARTIALLY SUBMERGED STRUCTURE W=20A GF x 62.4 LBS. Z SURVEY FOR FRAME HOUSE PER GF=1,804 LBS. (S BEDROOMS) APPLYING A SAFETY UJICLEAN OATS FACTOR OF 1.5,THE UPWARD FORGE(BUOYANCY)EXERTED ON THE PARTIALLY AIR LINE TO FFEL 16.30 MKS REALTY LLC. = SUBMERSED STRUCTURE IS 1,504 x 1.5=I,-156 LBS. F SWEET AIR THE DOWNWARD FORGE OF 705 L85.15 LE55 THAN THE UPWARD FORGE(INGLUDIN6 SAFETY FACTOR OF 1.5) FIN.GRADE VENT GAP MFG OF I,-156 LBS.AND,THEREFORE,AN ADDITIONAL 1251 LBS.OF DOWNWARD FORGE 15 NEEDED. BY TUF-TITS USE(2)IONIONV LONG CONCRETE BEAMS=11.0 GF ELECTRIC SUPPLY m (3'MIN FROM THE ADDITIONAL DOWNWARD FORGE PROVIDED=II.O GF x I50 LB51GF=I,650 LBS. ELEGTRIGAL TO BLOWER at Southold,Town of Southold ANY DOOR OR SUM TD FUJICLEAN Suffolk County,New York WINDOW) FIBERGLASS LOCKING OWTS SPLICE BOX 10' COVER WITH SAFETY LID CONTROL PANEL 8 BLOYVER BUILDING PERMIT SURVEY 4" 3008-RG 4 RISER 2.00%MIN. RISERS 4 GONERS MF6 BY POLYLOK SCALE:TUTS Z AIR WITH SAFETY LIDS RIM=7.q LINE TO MF6 BY TUF-TITS OR 5' 12' 44'LONG TRENCH 3.0' County Tax Map District 1000 section 54 81-k 04 Lot 20 BLOWER APPROVED EQUAL 4"PVC a 4"PVC RIM=83 1.0096 MIN. 1.00%MIN. GEOTEXTILE FIELD SURVEY COMPLETED NOV.25,2020 LOWER LEVEL r BARRIER I ON 3 FIN.GRADE MAP PREPARED JUN.25,7021 (NO BASEMENT) i EL=7.2 SLOPE REVISION Record of Revisions DATE FFEL=6.70 ---AIRUNE----gyp CORROSIVE RE-515TANT NOIA#1 NOV.12,2021 IE=6.44 -TOP OF PIPE STRAPIN6(TYP.OF 2) NOIA(APR.20,2022) APR.27,2022 3' VENT -- BP DATA OLT.14.2022 HOLE IE=6.07 IE=6.02 IE=592 EL=62 GEN-7 EPDXY COATED BP DATA NOV.30,2022 CONNECT 3"PVG #'- . '::�f;r _ OWTS ANCHOR EYE BOLT BP DATA JAN.05,2023 ;ti . VENT LINE TO VENT IE=6.24 IE=5.80 =''` BOT EL=4.7 HOLE IN OWST 2'DIA.POLYPROPYLENE -r (TYP.OF 4) BP DATA OCT.10,2025 SEE DETAIL FOR DISTRIBUTION BOX 4"DIA.PERFORATED PIPE NOIA#2 NOV.25,2025 PROVIDE GLEAN OUT AT OATS COMPONENTS MR9.BY POLYLOK 6EOSYNTHETIG AGGREGATE H16HEST GENERAL DEC.22,2C25 FACE OF BUILDING t'LR3017L24 OR APPROVED EOIIAL SAND EXPECTED NOIA#3 JAN.05,2026 HIGHEST EXPECTED GW EL=1.7 GW EL=1J BP ATA JAN,28 2026 SANITARY SYSTEM MAR 11,2026 SOT EL=1.10 PROVIDE END GAP LEVELING DEVICE 6RAVELE55 ABSORPTION TRENCH5(6 SF) e} 10"XIO"X8'LONG f MDLnSL-4 MFG BY TUF-TITS OR TOTAL OF(2)=88 LF k CONCRETE BEAM APPROVED EQUAL FOR ALL MFG.BY O-EN CORPORATION t4DLM543 OR APFROVED EGNAL 10"XIO"X8'LON6 (TYP.OF 2) 700 6AL.VA OKM DISTRIBUTION BOX OUTLET PIPES CONCRETE BEAMS Scale:NTS MDL.GEN-7 MF6.BY FUJICLEAN USA HYDRAULIC PROFILE END VIEW DETAIL JOB NO.2020-0153 NTS NTS DWG.2020-0153_bp 2 OF 2 FILED: SUFFOLK COUNTY CLERK 08 06 2024 12 :20 PM INDEX NO. 601105/2023 NYSCEF DOC. NO. 55 RECEIVED NYSCEF: 08/06/2024 SUPREME COURT OF THE STATE OF NEW YORK COUNTY OF SUFFOLK ------------------------------------------------------------------------X Index No.: 601105/2023 MKS REALTY, LLC, Assigned Justice: Petitioner, Hon. Kathy G. Bergmann, J.S.C. -against- SO-ORDERED TOWN OF SOUTHOLD BOARD OF TRUSTEES, STIPULATION OF and TOWN OF SOUTHOLD TOWN BOARD, in its : SETTLEMENT capacity as the COASTAL EROSION HAZARD BOARD OF REVIEW, Respondents. -------------•----------------------------------------------------------X WHEREAS, in the above-captioned matter, Petitioner, MKS Realty, LLC ("MKS") sued Respondents, Town of Southold Board of Trustees ("Town Trustees") and Town of Southold Town Board in its capacity as the Coastal Erosion Hazard Board of Review ("Town Board") (Town Trustees and Town Board, collectively, "Town") (MKS, Town Trustees, and Town Board, collectively, "Parties"); and WHEREAS, MKS commenced the above-captioned proceeding pursuant to, inter alga, Article 78 of the New York Civil Practice Law and Rules and Section 111- 26 of the Southold Town Code, seeking review of a decision of the Town Trustees dated December 14, 2022, that denied MKS's application for a Wetland Permit and Coastal Erosion Hazard Permit to construct a single-family residence on MKS's premises known as 1925 North Sea Drive, Southold New York ("Premises"); and WHEREAS, by Town Board Resolution 2023-410, adopted April 25, 2023, the Town Board affirmed the Town Trustees' decision dated December 14, 2022, and �� - ® E C E VE MAR 1 9 2026 1 of 74:x;. Southold Townr . Board of Trustees FILED: SUFFOLK COUNTY CLERK 08 06 2024 12 : 20 PM INDEX NO. 601105/2023 NYSCEF DOC. NO. 55 RECEIVED NYSCEF: 08/06/2024 MKS Realty,LLC v. Town of Southold Suffolk Co. Index No.: 601105/2023 denied MKS's request for a variance from Chapter 111 of the Southold Town Code, known as the Town of Southold Coastal Erosion Hazard Area ("CEHA") Law, and WHEREAS, the Parties have conferred and agreed to resolve the above- captioned proceeding pursuant to the terms set forth in this Stipulation; and WHEREAS, pursuant to Town Law §68, the Town Board authorized its Town Attorney to execute this stipulation on behalf of the Town Board (a copy of the resolution authorizing this action is annexed hereto as Exhibit"Al; and WHEREAS, pursuant to Town Law §68, the Town Trustees authorized its Town Attorney to execute this stipulation on behalf of the Town Trustees. NOW, IT IS HEREBY STIPULATED AND AGREED that: 1. MKS shall, within forty-five (45) days of the date this Stipulation is So Ordered and entered,unless such time is extended by the Office of the Town Attorney, submit to the 'Office of the Town Attorney a proposed revised site and building/construction plans, which shall conform to the following Requirements: a. The house may have a maximum 1,700 square foot footprint, b. The house may have 3,400 total square footage, inclusive of garage; c. The house to be centered on the lot; d. The rear foundation may not extend farther north than that of the neighboring property to the west, 1725 North Sea Drive, e. The outside decking may be a maximum of 750 square feet and shall extend no farther north than the decking of 1725 North Sea Drive; 2 R E C E WE M A R 1 8 2026 2 of 7 -- %A''': Southold Town , Board of Trustees FILED: SUFFOLK COUNTY CLERK 08 06 2024 12 :20 PMJ INDEX NO. 601105/2023 NYSCEF DOC. NO. 55 RECEIVED NYSCEF: 08/06/2024 MKS Realty,LLC v.Town of Southold Suffolk Co. Index No.: 60110512023 f. No pool allowed at 1925 North Sea Drive; g. MKS's revised application will avoid and/or minimize any variances from code requirements other than issuance of Coastal Erosion Permit as set forth hereinabove, except MKS may apply to the Zoning Board for a front yard variance if needed;and h. Inclusive of all conditions imposed by previously issued wetlands permit and all customary mitigation associated with issuance of the CEHA permit. 2. Upon confirmation by the Office of the Town Attorney that MKS's Updated Plans conform to the above-referenced Requirements, and submission of any further documents that may reasonably required in connection with the issuance of CEHA and Wetlands Permits, the Town Trustees shall grant CEHA and Wetlands permits to Petitioner, which will be subject to mitigation measures, including all customary mitigation measures typically required by the Town Trustees for new development, all mitigation measures of Wetlands Permit previously issued, and such other reasonable conditions, not inconsistent with this Stipulation, as the Town may deem reasonably appropriate. Upon issuance of a CEHA and Wetlands Permits, to the extent necessary, MKS shall apply for building permits for the construction of MKS's proposed project at MKS's Premises, which permits shall be processed by the Southold Town Building Department. 3. Nothing herein shall prevent MKS, its successors, or assigns, from seeking other variances, permits, or approvals in the future. E C E � V E 3 M A R 1 8 2026 Southold Town �a 3 of 7 Board of Trustees FILED: SUFFOLK COUNTY CLERK 08 06 2024 12 :20 PM INDEX NO. 601105/2023 NYSCEF DOC. NO. 55 RECEIVED NYSCEF: 08/06/2024 MKS Realty, LLC v. Town of Southold Suffolk Co. Index No.: 601105/2023 4. Upon full execution of this Stipulation and upon the Court"so-ordering" this Stipulation, the Parties agree to execute a stipulation of discontinuance with prejudice and without costs regarding the above-captioned proceeding. 5. This Stipulation shall not in any way be construed as an admission of liability by any of the Parties to the above-captioned proceeding. 6. The Parties may apply to the Court at any time for such further order, direction, or relief as may be necessary or appropriate for the construction of this stipulation, or to effectuate or enforce compliance with its terms and conditions. 7. Additional Provisions: 8. Waiver and Release. In consideration of the promises and other commitments set forth herein, MKS, on behalf of itself, and its agents, attorneys, privies, successors in interest, and assigns, does hereby release, acquit, and forever discharge the Town of Southold, its officers, employees, and attorneys, from any and all causes of action, obligations, costs, damages, losses, claims, demands, benefits, and liabilities (including without limitation any claims for attorneys'fees or costs), of whatever character, in law or in equity, known or unknown, suspected or unsuspected, matured or unmatured, of any kind or nature whatsoever, now existing or arising in the future from any act, omission, event, occurrence, or nonoccurrence from the beginning of the world to the date of execution of this Stipulation of Settlement, including but not limited to any and all claims that were or could have been asserted in the above-captioned proceeding. ® ECG E � �1 � 4 MAR 1 R 2026 x•. Southold Town w 4 of 7 Board of Trustees FILED: SUFFOLK COUNTY CLERK 08 06 2024 12 :20 PMJ INDEX NO. 601105/2023 NYSCEF DOC. NO. 55 RECEIVED NYSCEF: 08/06/2024 MKS Realty, LLC v.Town of Southold Suffolk Co. Index No.: 601105/2023 9. Entire Agreement. The Parties acknowledge that this Stipulation and agreement represents the full, final and complete resolution of the above-captioned proceeding, so that this Stipulation and agreement supersedes all prior agreements, written or oral, if any, concerning the subject matter of the above-captioned proceeding and this Stipulation and agreement. 10. Binding Agreement. This Stipulation and agreement is and shall be binding upon, and shall inure to the benefit of, the predecessors, subsidiaries, successors, assigns, parties, agents, offices, employees, associates, legal representatives, heirs, executors, constituent partners or members and/or administrators, of each of the Parties hereto. 11. No Admission of Liability. This Stipulation and agreement shall not be construed in any way as an admission by any of the Parties of any wrongdoing or liability whatsoever. 12. Counterparts. This Stipulation and agreement may be executed in counterparts, and facsimile, pdf/scanned, and/or photocopies shall be considered originals for all purposes;any counterparts shall have the same effect as if all original signatures were placed on one document, and all of which together shall be one and the same Stipulation and agreement. Signatures may be provided as original signatures, or as facsimile or emailed PDF copies. A photocopy of this Stipulation and agreement may be used as the original. D E � W E 5 MAR 1 R 2026 ith � Southold Town ` Board of Trustees mow" 5 of 7 FILED: SUFFOLK COUNTY CLERK 08 06 2024 12 : 20 PM INDEX NO. 601105/2023 NYSCEF DOC. NO. 55 RECEIVED NYSCEF: 08/06/2024 MKS Realty,LLC v.Town of Southold Suffolk Co. Index No.: 601105/2023 13. Authority to Execute Agreement. Each of the Parties hereby represents and warrants that the individual signing this Stipulation and agreement on its behalf is duly authorized to do so by the entity on whose behalf the individual is acting. 14. Severability. In the event that any provision of this Stipulation and agreement should be held to be void, voidable, or unenforceable, that provision shall be severable to the extent it does not vitiate the core intent of the Parties under this Stipulation and agreement, and the remaining portions hereof shall remain in full effect. 15. Waiver, Modification, and Amendment. The Parties agree that this Stipulation and agreement may not be modified, altered or changed except by a written agreement signed by the Parties or their authorized representatives. 16. Successors and Assigns. This Stipulation and agreement shall accrue in favor of, and be binding upon, each of the Parties' respective successors and assigns. 17. Stipulation to be So-Ordered. This Stipulation and agreement may be filed with the Court and submitted to be "so-ordered" without further notice. 18. Continuing Jurisdiction. The Court shall retain jurisdiction over this matter, and the Parties may, if necessary, raise issues related to enforcement of this Stipulation via motion within the above-captioned action. [INTENTIONALLY LEFT BLANK] p FCEI � 6 MAR 1 8 2026 Southold Town Board of Trustees 6 of 7 FILED: SUFFOLK COUNTY CLERK 08 06 2024 12 :20 PM INDEX NO. 601105/2023 NYSCEF DOC. NO. 55 RECEIVED NYSCEF: 08/06/2024 MKS Realty,LLC v.Town of Southold Suffolk Co. Index No.' 601105/2023 Datcd: '�1 I 2024 Understood and agreed: FARAE 'PRIT7, PI.C. TOwiarrORNEY OF THE t 'rUWNrOP 80 ll-iOLU By: By: We c�h .�C:. Armenlittio, 1�� ;Paul DGChan:e, ��sq. Joh Slell�i as, l:scl. Eill��tn�'t+r»'h'nsponNcll ,4tf; ,of ; r Pelilionel• Town Hall Annex 100 Motor Parkway, Suite 300 54375 Route 25 \� HaU6augc, New York 11788 Southold, New York 11971 P: 631.547.8400 P: 631.766.1936 F:631.547.0501 F: 631.765.6639 E:jearmentano@farrellfritz.com E: pattld@southoldtownny.gov E:jstellakis@farrellfritz.com Pursuant to Res. 2024-468, adopted May 21,2024. Dated:July , 2024 SO ORDERED. ENTER: nv_ k Ho . K y G. Bergidann, J.S.C. A,�9 !, 7_0�k_4 D C E W E 7 MAR 1 R 2026 Frv4653470.2 k Southold Town S ' r.. Board of Trustees 7 of 7 1 51 ,J 50 Date: March 18, 2026 Nu MAR, Pn2ft] ,D To: Southold Town Trustees From: Irene C. Vitti ""'}"'l� � �n PO Box 13370 '" �T Southold NY 11971 Re: Matter of MKS Realty, LLC I live across the street from the proposed project, and I am the owner of 1930 North Sea Drive, writing to you in opposition to granting a permit for current proposal to develop the land at the applicant's site, for the following reasons. Excavating and regrading of this land will cause irreparable harm to the wetlands by destabilizing dunes and will cause erosion of the beach. Adding fill will adversely affect the already precarious ecological balance of the area by contaminating ground water and introducing invasive species, to the detriment of natives such as beach plum, piping plover, box turtle, and red fox, all threatened or endangered species. The proposed project is massive and as such it is out of character with the neighborhood and will substantially destroy the scenic vista. Such extensive development of this fragile parcel of land at the edge of the Long Island Sound will result in the degradation and destruction of the dune and beach, as well as plant and animal life along its shoreline, all valuable and irreplaceable resources. It is one of the few remaining areas in Southold which retains the character, habitat and vistas that are much loved and enjoyed by the people of Southold, and more of an effort should be made to preserve it. However, the current development proposal falls short of doing so and should be reconsidered. Sincerely yours, Irene C. Vitti Glenn Goldsmith,President �o�QS0FF0(,��OG Town Hall Annex A.Nicholas Krupski,Vice President y<0 54375 Route 25 Eric Sepenoski o ,? P.O.Box 1179 Liz Gillooly �y • 0�� Southold,NY 11971 Joseph Finora �! '�� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: dk/o2ti-1 Land Use Ecological Services, Inc. on behalf of MKS REALTY, LLC requests a Wetland Permit and a Coastal Erosion Permit to construct a proposed irregular shaped three-story 1,672sq.ft. single-family dwelling with two garage entrances and one 8'x8' seaward overhead door entrance (overall dimensions of 107.6'x16.7') on top of 18"x18" foundation piers with helical piles; ground level (first floor) to be ±9' in height with break-away walls except at front on-grade entry where conventional walls to be utilized and slab floor throughout; a seaward 640sq.ft. second floor deck with a kitchen/bbq area, 5'x15' stairs to ground and a 41'x3.5' shed roof above; two (2) 4'x12.3' third floor seaward balconies; a 3.5'x11.3' at-grade masonry entry patio; install an I/A OWTS sanitary system in the southeast corner, adding 325 cubic yards of clean fill and installing retaining walls enclosing the west, south and east sides with a top elevation of 9.2' NAVD and maximum height above grade of 2.2'; install a ±2,000sq.ft. pervious gravel driveway; install water and electric services; install a stormwater management system with drywells all landward of dwelling in the driveway and elevated a minimum of 2' above groundwater; install a 1,200 gallon underground propane tank; all areas of disturbance to be revegetated using native species; and to establish and perpetually maintain a vegetated Non-Disturbance Buffer area throughout the area seaward of the limit of clearing, grading and ground disturbance line, with a 4' wide access path to the beach. Located: 1925 North Sea Drive, Southold. SCTM# 1000-54-4-20 Type f area to be impacted: Saltwater Wetland Freshwater Wetland L_�Sound Bay Part of Town Code proposed work falls under: J,-C�apt. 275 hapt. 111 other Type of Application: '4etland \_Idoastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: t/�'es No Not Applicable Info need le�d/M�od�ifica/tions/Conditions/Etcc.: 6�sTK.riLU/�' .42L ob5Z'/ n 42!� lah4 Present Were: -?,V—G. Goldsmith �N. Krupski E. Sepenoski _ L. Gillooly �J. Finora KATHY HOCHUL YORK Department of - w Governor STATE Environmental Conservation AMANDA LEFTON Commissioner December 26, 2025 19 E MKS Realty LLC JAN 12 2026 Attn: Antonios Vournou . 77 Meadowbrook Road ^: Syosset, NY 11791s Southold Town y Board of Trustees `� ` Re: Permit ID 1-4738-04853/00002 MKS Realty LLC 1925 North Sea Drive Southold SCTM # 1000-54-4-20 Expiration Date: 12/25/2030 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6 NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the below address. Also enclosed is a sample Notice Covenant to the Deed, a permit sign which is to be conspicuously posted at the project site and protected from the weather, and a Notice of Commencement/ Completion of Construction form. Please.be advised that this permit does not relieve you of the responsibility of obtaining any necessary permits or approvals from local municipalities or other agencies. Sincerely, e s i Environmental Analyst Distribution List: Land Use Ecological Services, Inc. BMHP Wildlife File Division of Environmental Permits, Region 1 50 Circle Road, Stony Brook, NY 11790 1 dec.ny.gov I dep.r1@dec.ny.gov I (631)444-0365 NEW YORK STATE DEPARTD C OF ENVIRONMENTAL CONSERVATIa' Facility DEC ID 1-4738-04853 PERMIT Under the Environmental Conservation Law ECL) Permittee and Facility Information Permit Issue&No: Facility: MKS REALTY LLC MKS REALTY LLC ATTN: ANTONIOS VOURNOU 1925 N SEA DRI1000-54-4-20 `--77 MEADOWBROOK RD Southold,NY 11971 —.',rJ$'YOSSET,NY 11791 Facility Application Contact: LAND USE ECOLOGICAL SERVICES, INC. 570 EXPRESSWAY DR S STE 204 MEDFORD, NY 11763-2049 (631) 727-2400 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 714.066 NYTM-N: 4550.356 Latitude: 41°04'34.7" Longitude: 72°27'06.7" Project Location: Adjacent to L.I. Sound Authorized Activity: Construct a new 2 story single family dwelling, ancillary structures,I/A OWTS,retaining wall, 4'wide footpath, drainage structures, pervious driveway, and utilities. All work shall be done in strict conformance with the plans by Young Associates last revised OCT. 10, 2025 and stamped NYSDEC Approved on 12/26/2025. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-04853/00002 New Permit Effective Date: 12/26/2025 Expiration Date: 12/25/2030 Page 1 of 7 NEW YORK STATE DEPARTP r OF ENVIRONMENTAL CONSERVATIC Facility DEC ID 1-4738-04853 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:KEVIN A KISPERT, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 j Authorized Signature: Date (v,141 5 Distribution List LAND USE ECOLOGICAL SERVICES, INC. Marine Habitat Protection Wildlife File Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities/structures identified under the section Authorized Activity. DEC does not issue after-the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted DEC. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. Page 2 of 7 Am NEW YORK STATE DEPARTIV, OF ENVIRONMENTAL CONSERVATIO Facility DEC ID 1-4738-04853 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 4. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Young Associates last revised OCT. 10, 2025 and stamped NYSDEC Approved on 12/26/2025. 5. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. 6. All Structures Must Be At Least 150 Feet Landward Of The Wetland Boundary This permit authorizes the construction of new single family dwellings with accessory structures and septic systems located in the adjacent area at the prescribed minimum setback only. Structures located in tidal wetlands, or structures i .the adjacent area but located less than 150 feet from the wetland boundary, are not authorized. 7. Prohibition Period for Nesting Birds To protect nesting shorebirds, including threatened and/or endangered species, no regulated activities may occur between April 1 and August 31, inclusive, of any calendar year. 8. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant (or similar Department-approved language) to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall nm with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 Attn: Compliance 9. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 150 linear feet from the tidal wetland boundary. 10. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 11. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 12. Roof Runoff Directed to Drywells Roof runoff shall be directed to drywells with the capacity to store/recharge the runoff from a 2 inch/24 hours.precipitation event. All dry-wells shall be located a minimum of 150 feet landward of the tidal wetland boundary. Page 3 of 7 NEW YORK STATE DEPART] T OF ENVIRONMENTAL CONSERVATI1 Facility DEC ID 1-4738-04853 13. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 14. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 15. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 16. Cover Material For Footpath Cover material used for footpaths is limited to natural wood/bark chips,pervious stone, gravel or sand. 17. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 18. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 19. .Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit,whichever comes first. 20. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 21. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal.. No debris is permitted in wetlands and/or protected buffer areas. 22. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 23. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 24. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 4 of 7 NEW YORK STATE DEPARTN, OF ENVIRONMENTAL CONSERVATIO v Facility DEC ID 1-4738-04853 25. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 26. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation; or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site'or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 5 of 7 v NEW YORK STATE DEPART' IT OF ENVIRONMENTAL CONSERVATI" Facility DEC ID 1-4738-04853 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate .vritten application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS . Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Page 6 of 7 NEW YORK STATE DEPARTIV, OF ENVIRONMENTAL CONSERVATIO Facility DEC ID 1-4738-04853 Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item S: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: 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. Page 7 of 7 g0TICE COVENANT TO THE DE DECLARATION THIS DECLARATION, dated day of , 20_, is made by (hereinafter the "Declarant"), whose address is WITNESSETH WHEREAS,the Declarant is the owner of certain real property located in the Town of , County of , State of New York, Tax Map#District , Section , Block , Lot(s) which real property is more particularly described in Exhibit A annexed hereto, (hereinafter referred to as the "Property"); and WHEREAS,the Property is situated in or adjacent to regulated tidal wetlands which have been inventoried and mapped by the New York State Department of Environmental Conservation(hereinafter "Department"), pursuant to Environmental Conservation Law(hereinafter"ECL")Article 25 (also known as the"Tidal Wetlands Act") and Part 661 of Title 6 of the New York Code of Rules and Regulations (hereinafter"6 NYCRR"); and WHEREAS, various activities conducted both in and adjacent to tidal wetlands are regulated by the Department pursuant to ECL Article 25 and Part 661 of 6 NYCRR and require written authorization from the Department prior to being conducted; NOW, THEREFORE, in recognition-of the Department's jurisdiction as set forth above, it is the responsibility of a party having any right,title, or interest in the Property, to obtain from the Department or any successor organization, a current description of all activities which are regulated pursuant to ECL Article 25 and Part 661 of 6 NYCRR, and to obtain written authorization from the Department prior to such regulated activities being conducted on the Property. Regulated activities include,but are not limited to clearing of vegetation; application of chemicals; excavation; grading and filling; dredging; erection of structures; construction or reconstruction of shoreline erosion structures; and construction and reconstruction of docks and bulkheads. By: STATE OF NEW YORK ) ss. : COUNTY OF ) On the day of in the year 20 before me, the undersigned, a Notary Public in and for said state, personally appeared ,personally known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity,and,that by his signature on the instrument, the person or entity upon behalf of which the person acted, executed the instrument. NOTARY PUBLIC The Northern Lon Eared Bat Needs Your Help! r g- p. F4 p Please be advised that DEC has documented the summer occurrence of the - Northern Long Eared Bat (NLEB) (Myotis septentrionalis), a'species listed x 1" as "endangered" by both New York State and the US Fish & Wildlife Service, within 3 miles of your property. Northern long-eared bats (NLEB) are primarily forest-dependent insectivores. Bats consume approximately 3,000 insects per day, including mosquitos and crop pests. They use a variety of forest habitats for roosting, foraging, and raising young. In general, any tree large enough to have a cavity or that has loose bark may be used by the bats for roosting or rearing young.The dramatic population decline has been caused by white-nose syndrome; a disease caused by an invasive fungus that ultimately causes hibernating bats to starve to death over the winter. A 98% decline in.the abundance of NLEB has been observed since 2006. DEC has determined that tree cutting at your property between March 1 and November 30 of any calendar year may impact the bats in your area and may result in the direct killing or injury of individual members of this protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or adverse modification of the species' habitat (these activities are defined as a "take" by the Environmental Conservation Law). The "take" of a species listed as endangered or threatened is prohibited in the absence of an incidental "take" permit. An incidental Take permit is subject to additional Department review and approval and must establish a Net Conservation Benefit to the species which will contribute to its recovery in New York State. To avoid the possibility of an Endangered Species "take", no tree cutting activities, except for removal of hazardous trees presenting an immediate threat to human life or property, may be conducted at your project site between the dates of March 1 and November 30 of any calendar year. Depending on site conditions, an individual tree or very small trees may be cut at any time of the year without resulting in a "take" of endangered/threatened species or their habitat. Regardless of time of year, any proposal for large-scale tree clearing (10 acres or more) will require coordination with the DEC and US Fish and Wildlife Service. If you have questions about the presence of protected species on or near your property,the potential effects of activities on these species,your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, or the need for an incidental take permit, please contact the Regional Wildlife Manager at (631)444-0310. Please note that if you received a DEC Permit with this NOTICE, any new project on your property may require additional DEC permits. For information contact the DEC Division of Environmental Permits at (631) 444-0355. For more information on the Northern Long-eared Bat, please visit: https://www.dec.ny.gov/animals/106713.html For more information on protective measures required for Northern Long-eared Bats when a project occurs within occupied habitat, please visit: https://www.dec.ny.gov/animals/106090.htmi April 2024 NEW Department of Y®RK STATE Environmental Conservation NOT. ICE The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator SHERRI AICHER Permit Number: 1-4738-04853/00002 NYSDEC Region 1 Environmental Permits 50 Circle Road Stony Brook, NY 11790-3409 Expiration Date: 12/25/2030 Email: dep.rl@dec.ny.gov _&te: This notice is NOT a permit __TICE OF COMMENCEMENT OF CONSTRUC RETURN THIS FORM TO: COMPLIANCE Or Fax to: 631-444-0272 Marine Habitat Protection-NYSDEC E-Mail: dec.sm.R1MHP-BEH@dec.ny.gov SUNY at Stony Brook 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: ` PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Dear DEC: Pursuant to the special conditions of the referenced permit,you are hereby notified that the authorized activity shall commence on . We certify that we have read the referenced permit and approved plans and fully understand the authorized project and all permit conditions.We have inspected the project site and can complete the project as described in the permit and as depicted on the approved plans. We can do so in full compliance with all plan notes and permit conditions.The permit, permit sign, and approved plans will be available at the site for inspection in accordance with General Condition No. 1. (Both signatures required) PERMITTEE: DATE CONTRACTOR: DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND/OR ANY ASSOCIATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. Cut along this line X X X X X X X NOTICE OF COMPLETION OF CONSTRUCTION RETURN THIS FORM TO: COMPLIANCE Or Fax to: 631-444-0272 Marine Habitat Protection-NYSDEC E-Mail: dec.sm.R1MHP-BEH@dec.ny.gov 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity was completed on We have fully complied with the terms and conditions of the permit and approved plans. (Both signatures required) PERMITTEE: DATE CONTRACTOR: DATE THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK AND/OR A COMPLETED SURVEY, AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. (sr)a cEssroas(cP)sNow�HEREON APE rRor civ-o OBSERVATIONS AND ON DATA OHFAINED fxW oTnEPs --- - -- - --- (i)UMAlIT M2ED ALIMAT�O AAWITWNIEPERSONpSSIO'ORY 15 AA VIOTHELATION OFrs�A�AND w Ns W�STATE EDUWftCATION COU LAW, (z) rM.A0%"WRrJUN FROM ►0 LINES To To Dn-4. AARE FOR S SPECIFIC 1� wSAND ARE MOTnFlCA�710UN5�ARroE Mo mAAN=ABLEEnTO A�roiT a+AALL wSMiKM OR a(uU"TowEPPSS(5 LOCATION WELLS(W).SEP KARM TIE�rM�i-`(51)S CESSPOOLS SEAL pt )SHOW ID ERESEA1 9ME NOT BE D OBSERVANSIDERED rD BE A VALID liA COPY.(!)FROM OTHE TON a+wurm HEREON 9iMlONLY M 400 Ostrander Avenue, Riverhead, New York I1a01 N tel. 631.'1212303 fax. 631.127.0144 LOT COVERAGE TEST HOLE odminayoungengineering.com / BUILDABLE AREA=16,665 SF BY McDONALD 6EOSLTENCE DATE:1t/2o/20 O�4Cto� OPROPOSED EI--S•56 0-0' FRAME HOUSE b GARAGE =1,672 SF PALE BROWN oOb Off'/ ��' RAISED DECK =640 SF FINE TO ThomasHoward W. Young, Land Surveyor j ineer �'vh% /' =52 SF COARSE SAND Douglas . Adams,Professional EnProfessional gineer BALCONIES w/1ox9 TOTAL =Z,364 SF(14.2%) GRAB Daniel A. Weaver,Land surveyor " (sw) 4.2' �� WATER IN PALE - SITE G DATA Q b / / �,� ,, ,iF�6o BROWN ro o RFISNEE AREA - 1.3530 ACRES OR 58,936 SQ.FT. .<G SAND S �/ W/lox *BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN AS SCALED FROM FLOOD o433� /,' ' ♦♦ / ` % GRAVEL INSURANCE RATE MAP PANEL N0.36103C0154 H LAST DATED SEPT 25,2009. , / / ♦ a.ss -o`i �/J1 =NAVD(1968) � /j 11.0' VERTICAL DATUM '� ' ♦ �' � r� o� 06�' * DEPTH TO GROUNDWATER =4 FT e' /' ♦ / �e �7 oi+ C p�DP ti� ,'' �'' ♦' �'+i.`o ��♦! � o moo^ * HIGHEST EXPECTED GROUND WATER ELEVATION =1.7 OW vO 0\ , , ' ' / , ) 9 Ap �P \'e„ * NUMBER OF BEDROOMS DESIGN EQUIVALENT) =5 V C9PyrP O� / Pv �� i ♦♦ �/ .1 ,hA On p��P p� � 4�h , ,' ♦ i ,/ ,' / </6/. 6/P ` « MINIMUM REQUIRED I/A OWTS CAPACITY =550 GAL P\' h ti� .0 o`t' / ,' ♦ /if / ,� , �i +6.58 z� �/ �� \ * PROVIDED I/A OWTS CAPACITY =700 GAL oO y\P ? \ i' �' ♦ i i1�-t� N / * LEACHING SYSTEM REQUIRED =400 SFSWA '� �`Z' / o ok, �/ �� , �/ , �/ --- ♦ \ , * =477 SFSWA o`, LEACHING GALLEYS PROVIDED // �Q yeh (� i ��! /, ,♦t i%/ / ,' // ,� +8.75 - _ t 8.90 � 41 03/ vP P ,S' //' 152, I /' % ' ' ,' 4V � - f/ 41 pb/ �� ♦ts.ta ; �� +8.27 / /a1�1 / ♦'40, / IN 06y A / ♦ / / 8.95a P � / 1y�6 t hPh A / P & V J / 6 ♦' / / i .�OPam'�P 0 ' ' ti OJ �PQ ' Q4v �h 9.34♦ o`< � �``'�`' e / ti° ENGINEER'S CERTIFICATION / ' ♦ /' j /' / / �+ A_ �P 4 P P P h �/ /,' ♦may/�� / i i 56 +8.st ' �,y�b0 �J� /f �� / hip py �0& vP�c• NI HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL '� i ♦�'� ! i i /' �/ �s.5s R 3 �� +8.34 �' /*: ` ,tJ h'� SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY �' / / __ � ♦ .` y��P OP Q DIRECTION.BASED UPON A CAREFUL AND THOROUGH S On-. / ( / / � 8.ss ,�,� ` g , o SITE AND GROUNDWATER CONDITIONS,ALL FAC LI 5,AS PROPOSED, �ey.ss� �( / I s 7.2t / P�,,(��J�O�P CONFORM TO THE SUFFOLK COUNTY DEPARTMENT F HEALTH SERVICES /' ,r /\ !,'\ k'� ,l �� __ _ �'�� I i' d'y �• �05 ph +9' ��. B �Q �o�Q P��c. CONSTRUCTION STANDARDS IN EFFECT AS OF 5 DATE." / /� i ♦' hh f '� iC \i +�p4 o�'?�" / ,`i + �L,�92 6Q„� e i ,i' //' +9.36 / // +8.39 O�tic�� i /• ♦ ��p 1 /�` .32 Q/4C' �.75� / /� \ \ +8.37 / j♦� ( ��' .ice / / Ob Q•1, \� �A> C)..7 tom/ 41, %/ \ i '^i �a.2o ��'� / //� +5?$7 �. �5+3o pb' /_ ,�` �,/6-55 IPF -7 �l. / Q/ / K ) 7.59 +6.39/ Q1%(, , ' O \ \ ',' / / / ( / < �'�o /�� `� + ss \�� HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n �, 5.55 A�r� +7 68 _ THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 b 4` �,/ 7 ♦' ' .7a/ /Q� \� DOUGLAS E.ADAMS,N.Y.S.P.E.N0.80897 ,�, ♦ / / , h�,/ 0 +�9.1s / , rTB (� AV / / /7/ / p\\ � 9.52 • / r • `� �� ti� �, ,�61 Po Jam' ' 'di?' l CMF SURVEYOR'S CERTIFICATIO ---� o ti0,t� 5.98 %' /,hS �\ �, / oto� A3 �// +9�7��` '?�� $}�' �� a� TMs s / aq�� P�P „ao„q N ♦ O� aBF /,' �/ / �// / :+ vs.sfi O � , ��, h�,y , *WE HEREBY CERTIFY THAT THIS SURVEY WAS PR ARED IN ACCORDAN a ti 1�6.9 / Q,P p'Sh i et as 07/'' ;� /' � Jh�� ~~ ' 00 S? / ` WITH THE CODE OF PRACTICE FOR LAND SURVEY ADOPTED BY THE NEW Y K e to / ' 8,8s+ ' / l ,' ' '� / P`b, 1 Q0P / STATE ASSOCIATION OF PROFESSIONAL LAND URVEYORS. //' / / j / c°� i 95 PJ��' ^bb Q ,;o, + 7.34 Q l` N - /' 8.521 / / / ~' .' ► �Qi ab �J^i' a �,\ G ,��,.0^ 68 / _ 41.9 9)4 1110.34<a� / �'H 6jt `I` R 4 Jcl , ` J 06 f' ;�0�° / , i cs♦'q! „b +5.99 VEGET�4TION 4i' _a,°)A. O / LEGEND G� +8 T +8.45 /'`�g,� 6�'� /y g' v TO RMAIN + 4'� HOWARD W.YOUNG,N.Y.5.L.S.NO.45893 o oty , /',j ' �• e- ° // DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 o ' ' CMF =CONCRETE MONUMENT FOUND ype/. �'66, o^�c �Ic' 9 ��e .' ,/�i' / �♦ .07 �k l EOP =EDGE OF PAVEMENT h O� o„ S•, .A� // ,�.` , +s.t / ,' 7 t5 '>r FE =FUTURE EXPANSION y4'� �q9�e^y 7-9�S7s -% /;�'6 3 // ♦5 �. ``�^JQ�C , ® ,' �' SURVEY FOR IPF =IRON PIPE FOUND A t */ r LG =LEACHING GALLEY `6/c o^ ,� s.ss� ♦ i / ♦ / / `o-GQ NYSDEC MKS REALTY, LL-C. OWTS =SANITARY TREATMENT UNIT lyq� eo♦h s a� s;y' `F Qbti +s.t3 APPROVED AS PER TERMS UPT =UNDERGROUND PROPANE TANK WMR =WATER METER e^J 'q e�F`F �q,�� `�' � '� AND CONDII IONS OF WDF =WOOD FENCE ' �s \` +5.43� 5.5+ //6� �.oa / PERMIT # - ,AO 0 at Southold, Town of Southold E WSF =WOOD STAKE FOUND \ O� ' N �, =UTILITY POLE � �` � DATE � Suffolk County, New York a / pOv � � �.�( �o►d�' �ti BUILDING PERMIT SURVEY / �OApJh�t, Qoh�` � , WSF S9 � ;`'� HEALTH DEPARTMENT USE x DRAINAGE CALCULATIONS , �� 4RW �� eps�o ,07 County Tax4#0 Map District 1000 Section 54 Block 04 Lot 20 h �tiF / � 13 / , �y � FIELD SURVEY COMPLETED NOV.25,2020 TRIBUTARY i VOLUME REQUIRED / MAP PREPARED JUN.25,2021 o t ` 7.64 DRIVEWAY: 1,053 SF x 2/12 x 0.60 =105 CF , ROOF:982 SF x 2/12 x 1.0 =164 CF ♦♦� �Q� ,� / / TOTAL REQUIRED =269CF ♦ ,�Q Record of Revisions REVISION DATE VOLUME PROVIDED + ♦� �� / / NOIA#1 NOV.12,2021 APR.27,2022 ♦�ti NOIA(APR 20 2022) USE LF#1a� (2)10' DIAx2' DEEP DRYWELLS =274 CF 41♦�'�c� 4 R // h ? // \ BP DATA NOV.30,20ZZ OCV..14,2022 8P DATA '170 /c� ,Q� oo \ BP DATA JAAN.05,2023 ♦ �� / '�" /J� \ B DATA OCT.10,2025 TRIBUTARY 1 VOLUME REQUIRED ♦ �h DRIVEWAY:1,045 5F x 2/12 x 0.60 =105 CF � / ' \ ROOF:1,005 SF x 2/12 x 1.0 =168 CF / TOTAL REQUIRED =273 CF 9.0 VOLUME PROVIDED / 30 0 15 30 60 USE LF#i / (2)10' DIAx2' DEEP DRYWELLS =274 CF Scale: 1° - 30' / ' JOB NO.2020-0153 1 OF 2 DWG.2020 0153 by (I)UNAUTHORIZED ALTERATION OR ADDITIONTO THIS SURVEY 5 A VIDIATION OF SECTION 7209 OF THE NEW YOM STALE EDUCATION LAW.(2)DISTANCES SHOMN HEREON FROM PROPERTY LINES TO E)OSTING STRUCTURES ARE FOR A SPEORC PURPOSE AND ARE NOT TO BE USED To ESTABLISH PROPERTY LINES OR FOR EREC7IPT OF FENCES,(3)COPIES OF THIS SURVEY NAP NOT BEARING THE LAND SURVEYOR'S INFO SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO A VALID TRUE COPY.(4)CERTF7CATION INDICATED HEREON SHALL RUN dLLY TD THE pERSOU FOR YA1gA THE SURVEY S PREPARED AND OH HIS BEHALF TO THE TILE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEIS OF THE LENDING INSTTUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL WSTITUTONS OR SUBSEQUENT OWNERS (S)THE LOCATION OF YELLS(W),SEPTIC TANKS(Sr)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND A DATA OBTAINED FROM OTHERS. METER INCOMING SERVICE 400 Ostrander Avenue, Riverhead, New York 11401-1/2' VENTILATION PIPE tel. 631.727 2303 fax. 631.727.0144 SCUM BAFFLE B Chamber CHAMBER Volume(gal) DEDICATED odminoyoungengineering.com `2 Sedimentation Chamber 7. -8 —1 Anaerobic Filtration Chamber 396 15 AMP BREAKER L i Q Acrobic Contact Filtration Chamber 181 1�f (1�„�[�ct 4 o ' ECIRCULATION Q Stora Chamber 90 120V AC, 10,60HZ, 15 AMP POWER SUPPLY y y��y7 ® AIR LIFT PUMP Q Disinfection Chamber 6 MAIN #12-2 AWG WITH GND IN I" PVC CONDUIT ISINFECTION Total Volume 1069 Howard W. Young, Land Surveyor CYLINDER (OPTIONAL) SERVICE Thomas C. Wolpert, Professional Engineer iPANEL Douglas E. Adams, Professional Engineer 4' INLET PIP ' OUTLET PIPE SPECIFICATIONS Daniel A. Weaver, Land Surveyor p� a .�A Anaerobic Media PP/PE Filling Rate 32% 4'-8 %� Board Type Aerobic Media PVC/PP/PE Filling Rate 17% HARDWIRE © Aerobic Media PP/PE Filling Rate 55% Blower 2.8 cfm HEALTH bEPARTMENT USE FLUENT Tank FRP amEoriAlea INLET BAFFL a ® AIR LIFT PUMP Piping PVC/PP/PE © ® Access Covers Plastic/Cast Iron Di GROUND SJE RHOMBUS AIR BLOWER sinfectant(Optional) Chlorine Tablets CONTROL RECIRCULATION PIPE LOW BAFFLE IR INTAKE PANEL FLOW OPENING (TYP. (CLEANING OPENING) B ELECTRICAL ONE—LINE DIAGRAM PLAN VIEW ,—,DISINFECTION NOTES: 18' MANHOLE (TYP 18' MANHOLE CTYP 24' MANHOLE CTYP CYLINDER (OPTIONAL) 4' MANHOLE 0 ff I. CONCRETE 4,000 PSI ® 28 DAYS 2. REBAR TO BE ASTM A-615 GRADE LOW OPENING o) 60 3. WELDED WIRE FABRIC ASTM A-185 11 8 1'-t oARD TYPE 4. DESIGNED FOE AASHTO HS-20 CONTACT MEDIAH LOADING �` _'� 1 11 17 A 5. TOP SLAB AND WALL ARE T-10" MONOLITHIC 6. THE SIDEWALL AREA SHALL BE EQUAL TO THE FULL EXTERNAL WALL © ION DIA. PIPE KNOCKOUT TOP VIEW HEIGHT OF THE PRECAST LEACHING ECIRCULATION N (EACH SIDE) GALLEYS 6'-0 ' ® ASSEMBLY 2' © 6'-D ' ;t 1;•-8�1 4'-11' © EROBIC MEDIA - ®®®®®®® ®® ERATION ASSEMBLY 1• t---4'-1"---i 4'-9"�'t SIDE VIEWI LEAGHIN6 HOLE END VIEW SECTION A-A VIEW (TYP) SECTION B-B VIEW LEACHING GALLEY FUJICLEAN USA GEN— T NTS _ ENGINEER'S CERTIFICATION camn AAkNt1ALN o CONTROL PANEL MOUNTED NOTE: ALL CONDUITS "I HEREBY CERTIFY THAT THE WATER 5UPPLY(5)AND/OR SEWAGE DISPOSAL N 4"x-4" PRESSURE BETWEEN PANEL AND SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY TREATE7 WOOD POSTS TREATMENT TANK MUST BE DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 OIL, NOTES ALARM/CONTROL SEALED TO PREVENT 6AS SITE AND GROUNDWATER CONDITIONS,ALL FACILI 5,AS PROPOSED, PANEL MDL#1041a72 LEAKAGE INTO PANEL. CONTROLLER "A" AIR BLOWER CONFORM TO THE SUFFOLK COUNTY DEPARTMENT HEALTH SERVICES I. THE OWTS SHALL BE MODEL GEN-7 MANUFACTURED BY FUJIGLEAN USA. MF6 BY SJE RHOMBUS CONSTRUCTION STANDARDS IN EFFECT AS OF 5 DATE." INSULATED WEATHER FOR WIFI COMMUNICATION R 2. THE DESIGN ENGINEER, FUJICLEAN USA REPRESENTATIVE, AND SGDHS REPRESENTATIVES O RE515TANT BLOWER DEVICE; SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEACHING SYSTEM. APPROVAL ENCLOSURE USE ALARM/CONTROL 5N FROM ALL THREE PRIOR TO BAGKFILL. PANEL MDL#1045040 -4 CONTROLLER "G" MF6 BY 3, THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A 5JE RHOMBUS FUJICLEAN USA REPRESENTATIVE, _z HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n 4- AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE SUFFOLK COUNTY r�i AIR LINE TO DOUGLAS E.ADAMS,N.Y.S.P.E.N0.80897 DEPARTMENT OF HEALTH SERVICES (SGDHS) PRIOR TO APPROVAL OF THE I/A OWTS FUJICLEAN OWTS REGISTRATION BY THE 5GDH5 IN ACCORDANCE WITH ARTICLE la OF THE SUFFOLK COUNTY SANITARY CODE. FIN. 6RADE SURVEY FOR 2 STORY ELECTRIC suPPLY NYSDEC FRAME HOUSE 5. FINISHED FLOOR ELEVATION(S) TO BE VERIFIED BY THE ARCHITECT. (5 BEDROOMS) ELECTRICAL TO BLOWEfl? AF'DPOVED AS PER TERMS MKS REALTY LLC FFEL=16.30 SUPPLE- TO FUJICLEAN �r,i`''D C ND TION OF � • SWEET AIR VENT GAP OWT5 SPLICE BOX PFPMIT _ '7v _ ?6-3 pPoo MFG BY TUF-TITE CONTROL PANEL 4 BLONER D r (3' MIN FROM ANY ATE R 5 LOCKING DOOR OR WINDOW) COVER OVER 50 3008-RG d SCALE: NT5 RISER FIN.GRADE at Southold, Town of Southold MF Suffolk County, New York �- ,•. / N G POLYLOK + N RIM=q._7 7 N �, RISERS 4 COVERS WITH SAFETY LIDS 10' 12' 4 PVC ® 4" PVC ®® 4" PVC 6VILOING PERMIT SURVEY MF6 BY TUF-TITE OR NOTE- APPROVED MIN. APPROVED EQUAL 1.00% MIN. 1.00% MIN. FINSHEDSURFACE OF RETAINING WALLS CIMAY BE CONCRETE FORMLINER PATTERN _ 'hF (1p 54 Block 04 Lot 20 PRECAST OR MASONRY VENEER. County Tax M District 1000 Section 0 EL=a.7 i RIM=ci.'1 TOP SLAB e EL=9.7 CONCRETE TO BE 4,000 PSI AIR ENTRAINED NOV.25,2020 -; FIELD SURVEY COMPLETED REINFORCING:#3 Tr O.C. E.W. MAP PREPARED JUN.25,2021 GONG. COVER FIN.GRADE —LT —AIR LINE----�p IE=7.8 3 ANT Record of Revisions IE-7.52 IE=7.42E it y � / / /, REVISION HOLE IE=7,32 IE=7 20 a c WATERPROOFING—� GATE NOIA#1 CONNECT 3" PVC IE=7.ba M NOIA(APR.Z0,2022 NOV.12,2021 27 022 VENT LINE TO VENT 2' VIA. POLYPROPYLENE z P DATA OCT.14 2022 HOLE IN OWST SEE DETAIL FOR DISTRIBUTION BOX BOT=4,70 BP DATA NOV.30,2022 OWTS COMPONENTS MP6,BY POLYLOK o BP DATA JAR.05 2023 PROVIDE GLEAN OUT AT I'M*5O('I-G24 OR APPROVM�,qL I— ! BP DATA OCT.10,2025 FACE OF BUILDING 8'-s" --~i z PROVIDE END GAP LEVELING DEVICE � � ' • AIR LINE TO BLOWER BOT EL=3.80 MDL#SL-4 MFG BY TUF-TITE OR �., � •- ,.>,.: . 700 6AL. 1/A OWTS APPROVED EQUAL FOR ALL HIGHEST EXPECTED GW EL=1.7 1 MDL. GEN-7 MFG. BY FUJICLEAN USA DISTRIBUTION BOX OUTLET PIPES SANITARY LEACHING GALLEY t4" �-- TOTAL OF (6) GALLEYS HYDRAULIC PROFILE 477 5F5WA WATERPROOF RETAINING WALL JOB NO.2020-0153 NTS DWG.2020 0153_bp 2 OF 2 (I)UNAUTHORZED ALTERATION OR ADDITION TO TM SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DWANCES SHOW NERI DN FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPEORC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FUNCES.(S)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)07TFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR TNHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AOENCY AND LENDING NSTHuDON LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING VMTITUTION,CERTIflCATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SIBSEWFNT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)!CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York 11401 tel. 631.121.2303 fax. 631.727.0144 / N admin®yovngengineering.com Howard W. Young, Land Surveyor J Thomas 0. YVolpert,Professional Engineer O / Douglas E. Adams,Professional Engineer of W E Daniel A. Weaver,Land surveyor i ssOo Q bq K / `Y61 ;' e' s E SITE DATA �� r ♦ ♦ 4.so AREA= 1.4685 ACRES OR 63,967 5Q. FT. �� h� /�' //�/ ♦♦e /; `� �e/z- *BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN AS SCALED FROM FLOOD S INSURANCE RATE MAP PANEL NO.36103CO154 H LAST DATED SEPT.25,2009. i i f 4.68 4(o, ,� ' ♦e i ,i ( 40� VERTICAL DATUM =NAVD(1988) V C9yOq\ / \, �/ i �♦ ,/ / / /' /)+9.77 �9�i of �'pe lei+ QAeh oV�A ,/ ,/ ♦ ,�.� RBF/' ,/,' �ljA 1-0�. y \ J /Of 061, b .� T ' 1611 p � / //, // /, +S.ss /C.� / --- 90 10 \ _ +8.27 /A9l l �♦ i L L` " r / f ♦ ,' / �� ofpz ��,\� ,/ e'9.37 / IS' /'�� i♦ / I / AA 9.3 00 'IF Of / / LOf --.� •9y � P Ki Of ,9.56 08 ,saf �g'Ss�' Fdss ! ,. +s. s-25�y 41 / �o // ♦i QP i // ^/ i +/e r25 I +6.18 6.33+ p��O Q / tJ�., ' J ♦�/' �P7 if �/� j /.� �1 +9.36/ j +$.39 �...,�' / I ,.�' `-•- -,__ / y�4` // .32 ♦,' <G % / / / / , }0.2D 1 / +� // /+5!87 5.30 \ 6.55+ + f' �Q� �♦ ,/' +6.3si' i 1 ( 1 ♦ \ FPF. 7 4 / �t it / /--' 8.40 i , . 7.59 Tr b1 ♦ �/,/ // / / � Al '5 �// / / \Y� / 7?5 ♦e ` +5.42 .55 /i' v 7.74/7.68 / �`\G O {��i ,/ +8.64 g. / /+\9.15 / / / / �� \ / % ♦ 1 j ` "IQ c p / / //��- 8.97/•Ic I / c�� +7.6(r�� V.95 �i / I+ 1 N ti ' /- ;1/ + \ 5.56 ( 'L +7.Ss� cMF SURVEYOR'S CERTIFICATI 9 ♦ p� R9F , / / / / / �. XI \ + / 6 0 / +5.48 1 , aseoaRNa +72/ +6.61 +s �i / �fo.07 ,. f / / s WE HEREBY CERTIFY THAT THIS SURVEY WAS PR q l tm 4-8.10 / ' 8.86+ i' 1 4s,'� f 90 / ' ' WITH THE CODE OF PRACTICE FOR LAND SURVEY Y� K + d �/�jj��-J- ��e + 7.3a / \\ STATE ASSOCIATION OF PROFESSIONAL LAND/ / / 8.52 1 i s I i' // // / ee ss / �' t :0 c ^ '�Y0.34/ �' a 4/+ �� / j 06e f/ % ` .j ♦ ,� EXI TING �I r ~1' +8. / ' i� /'t ,�. I `F5.99 VEGETATION / / d/t.st- �'C `;=:" . IZZTO R�MAIN (Q °� hO� �909945 %, i�!40i '.'' s5 e♦ / + . 4 Boa HOWARD W.YOUNG,NV.L.S.NOL45893 /L O / 0�A S�/ �11/i' /®6�/ / j +5.07 +5.14 / ' 7.15 X IF 96 h 90.+/y , ® +�s.o3 / :5.02 �o v' '�%/ Q >1 SURVEY FOR `6jC/�el�� 6.95� �0, 6- 6 k 5�y♦ +5.13 *4 MKS REALTY, LLC. 9. ' 3 I �� 5.56 � ��i 7.04 +5.43 + if Q.. at Southold, Town of Southold oti� / �0 Suffolk County, New York N // A �� ).9 h EXISTING CONDITIONS SURVEY Q J WSF sTe,� 7.07 1 43 /, County Tax Map District 1000 section 54 Block 04 Lot 20 FIELD SURVEY COMPLETED NOV.25,2020 e♦ Q ' 4e 7.sa MAP PREPARED DEC.21,2022 � :♦ Q- Record of Revisions Ole.> ,� / REVISION DATE ♦titi �G PIER LINE JAN.03,2023 UPDATE SURVEY SEPT.10,2025 LEGEND :eti°� '0 / �, i♦ h / L g CMF =CONCRETE MONUMENT FOUND ♦ fi $ EOP =EDGE OF PAVEMENT 'y` FE =FUTURE EXPANSION / / \ IPF =IRON PIPE FOUND / LG =LEACHING GALLEY / ' 30 0 15 30 60 90 OWTS =SANITARY TREATMENT UNIT UPT =UNDERGROUND PROPANE TANK Scale: SEE t 3O' WMR =WATER METER ' JOB NO.2020-0153 DWG.2020 0153 by 1 OF 1 I LONG r 4 : Proposed Native Shrub (Note 1) >. SLA Np SOUND A p _ ii TIE LINE ALONG ArPROY,IMA ` 's "'+'�X . HIGH W /2025 ATER MARK AS LOCA�,' �y' r BY US ON 09/09/2025 £ s" '- — N46'31'51"E 'e µ •err r itSeaward Dune Toe 106.17' a 'a$ :. �■�■- 1 N43 53'27"F 69.47' N42'06'50"E 1 ;. • / • - �. y •mac �, tic R 11 i Landward Limit of Dune/Beach Ridge ', { �. ';KLAftCVAQDkJAJT OF TIDAL `WEILANp�S A. BYCEHA Line += a ' �;►^/e! IJ09/09/2025"*"' Aiv. Parcel Boundary .Sq^' -r ----r t --_ Existing • 1 Buffer to Remain (32,600 • -4 Proposed Shrub + Herbaceous Buffer (1,900 SF, Note 3) Proposed Herbaceous Buffer (2,900 SF, Note 4) y. J LU)" t .� t��•�- ,/ ZONE VE(EL 15) ?= .�-. ' +.,' p' ; BUFFER PLANTING PLAN NOTES ' NOV 6 2025 "t -- x 4_ •.. • � 1. Proposed (8) Native Screening - �; t Z' an Morella pensylvanice 2 3 gal container planted 5' OC s�utnuidTown � ... � 603Id Of Tf�.15iCP.S 2. Existing Buffer to Remain (32,600 SF) -Area of existing natural vegetation to Qr� o�� - remain, with the exception of a 4 foot wide path for beach access. Path is sited in G2° 99�✓o�A+9TG ° area of existing wildlife trail with minimal vegetation. - 2. Proposed Shrub + Herbaceous Buffer (1,900 SF) - Plant buffer with native woody o r. GM d} = o : o qD and herbaceous species. F RM Trees: Juni erus vir iniana, Quercus stellata, 34 tall planted 10' OC. ' x'• s �5 ' - Shrubs: Morella pensylvanice, Prunus maritima, 2-3 gal container planted 5' OC. Herbaceous: Ammophila breviligulata, Panicum amarum, and Solidago - aw „r '000620 sempervirens 2" plugs planted 18" OC. Seed: Seed Panicum amarum, and Solidago sempervirens at 4 lbs PLS/acre. o -.•� A 3. Proposed Herbaceous Buffer (2,900 SF) Herbaceous vegetation only. Herbaceous: Ammophila breviligulata, Panicum amarum, and Solidago sempervirens, 2" plugs planted 18" OC. 82- Seed: Seed Panicum amarum, and Solidago sempervirens at 4 lbs PLS/acre. _ 25TORY C .. r, a -•ci i - Ei g. .,dsro a �• A FRAME HOUSE " 4f __ DATA SOURCES y - -�� 46 2' - 1. HA and Dune/Natural Feature lines obtained from Building Permit Survey prepared b u?r �r rc.��. , � .� - r i . AHW, CE g Y P P Y f "PROPOSE a ] - - rE -- - - WA S � of ; i 1�� L ! � � °� -�---fir " � - Young Associates, last revised 10/10/2025. TER PR 5 y 2 Base aerial is 10/1/2025 image from Nearm p 5ERVIc �sv5 ' a e a Prepared By: Land Use Ecological Services, Inc. Project:NATIVE PLANTING PLAN 539 24'0 ° �+ - . 2 �o r �p 570 Expressway Drive South For: MKS Realty, LLC 1 in=40 ft .,an se Suite 204 At: 1925 North Sea Dr., Southold, NY c Tz 0 10 20 40 GRATE 5.8 =t�=9.2 Medford,NY 11763 SCTM #1000- 54 -4-20 w�—w w w w w w w w w w�w�wft GRATE=5..8 �NORTH_SEA DRIVE T"'�-9.2 TW 9.2 k'�s �` Date: 10/23/2025 Revised: Sheet:NP-1925NS r- BW=7.0 BW=8.7 BW=6.7 I Z2 4 ----- FROP05ED RIDGE .\\ HEIGHT a ELEV. +41.0' 12 w cc p cEpwC `o Az ' \` \` � c cm N N �p�.P` E B 1 2 202E o -6 a'o L ai�Lo>-c� 1 0 D�?zo Southold Town Board of Trustee,,-_ C 2 x c:3)N 0.1-1 1 f , -c oom+,cs� �. c Np CD U') �\ 0 Q 0 PROP O� ALLWA i PROP, � � PROPOSED SECOND FINISHED FLOOR v_ ELEVATOR ELEV. +26.5' 4-J — SHAFT 1 ------- (D En C F.J. PER PLAN ;+J 0) , - - - In (a) PROP05ED FIRST FINISHED FLOOR \\ --------- ELEV. +16.3' 1 \ \ =D.J. PER PLAN F.J. PER PLAN r F.J. PER PLAN F- ---------------------DFE r ,' Ur ELEV. +I5.0' J � � BFE NE 15) � ---- ------------- ELEV. +13.0' i 5 � - - - - - - - PROP. V 5 6 - - - - - - FOYER Zia L 8 B PROP. ENTRY FOYER FINISHED FLOOR '- -, ��-------- ELEV. +6.1' _---_BASELINE (AVERAGE GRADE) ELEV. +6.0' PROPOSED DWELLING SECTION 50ALE: 1/4" : 1'-0" w Lao Ill w� Q c z , Q n m I w I 't IL I z X (IV z� O O i � Oj�110 ly N I m Ll w v m I 4I I PROJECT: w —1— w �w Q —I— �Q� 1— a w J° o to �� MKS REALTY Q� J o°� z o $ I}I ° o d ,�o RESIDENCE z w w O no N w wlw ��3I14 O zlz �0 zQ 0 z z 4z li�nz� IL N I NN IL _ < -j wm U w N{ N EST I-A T 1925 N SEA DRIVE I I I I I I 11 SOUTHOLD, NY 11971 I I I { I { I I DRAWING TITLE: PROPOSED SITE SECTION 1 1 { I 1 I I PROPOSED DWELLING SECTION I I I I I I 1 I I I I I I I I I I I I I 1 11 I I I I I 1 I PAGE: FIRST F.F. { 1 I 1 I \lffL-1 EL.=7.0" I i E 5.0 L 1, i 1 -rv5.,? `�y f.�j.= a'.I ' �F= { �' �:'t(�` irl'- •�, �, t�+� �,_ l.. � 1 'I _ _ I . } ,J. - DATE / / PAGE 10F 1 u 2426 -, � .� . ,- � '.--- .�. L„ .d� �_-�. - _,,..i-._� �� .I -tl: --+� - .{ 1�1e j _.i Itr,: ! a �,; ,, f" I. _ E I t�' . i- � t�.�. . ,-d,. k; ir,.� �it,�_ L,F-. ;,;ice ,II•n' PROP05ED DWELLING WITHIN THE REC6ULATION5 OF THE SUPREME COURT OF THE STATE OF NEW YORK, COUNTY OF SUFFOLK STIPULATION DATED JULY 18TH, 2024 Ft'ED A R PROPOSED 51TE PLAN GROSS SECTION Ir - 50ALE: 1" = 20'-0" 9� a37405 �QQ FGFNE� I SITE LAYOUT NOTES: w I. THI5 15 AN ARCHITEOV5 SITE PLAN & 15 PROJECT / ZONING DATA a 5UB.EGT TO VERIFICATION BY A LICENSED z SURVEYOR. THE INFORMATION LO O I SLA D SOUND m TAX MAP� = g Y REPRESENTED ON THI5 51TE PLAN 15 TO THE 1000-054-04-20 w a o ARGHITEGT'5 BEST OF KNOWLEDGE. ZONING DISTRICT R-40 CONFORMING o? 2.SURVEY INFORMATION WAS OBTAINED TIE LINE ALONG APPROXIMATE LANDWARD LIMIT OF TIDAL a= FROM A SURVEY DATED NOVEMBER 25, HIGH WATER MARK AS LOCATED WETLANDS AS DELINEATED LOT AREA 1.4 ACRES y w o w zpWL" 2020 AND PREPARED BY: BY US ON 11/25/20 SUPREME COURT OF THE STATE 0.z J�u BY US ON 11/25/20 (001105/2025 ;07/IS/24 s m a w OF NEW YORK STIPULATION o YOUNG 8 YOUNG 5URVEYOR5 o= W w J f z 400 05TRANDER AVENUE VARIANCE APPROVAL PENDING m� w �F m a RIVERHEAD,NY IIg01 - W U O w (651)177-2505 ��T ---------------------- FEMA FLOOD ZONE ZONE VE (EL-15) 8='z5w --- Z O Q N WETLANDS DISTRICT PENDING =a a w= t- DEC DISTRICT PENDING i z z 3 (iED A C I B E A C H I I N SUFFOLK COUNTY HD APPROVAL ___- # OF BED. m o� M. Oy 1 1 r L ® r ` oWowa N. O 50' REAR YARD SETBACK i z D O n n n a s ---- ------------------------- nl NX IJ w wZw¢o * PROPOSED PROPOSED w w k a ZONE EDGE OF 1 CONDITIONED OR055 o w 3 z z y� �37405 O� ZONE (EL_16) I_ BEACH I O N j AREA AREA LL F o N �-1 (EL rn F- Waa owOF N <3 N -0 FIRST FLOOR ARE 150 S.F. 175 S.F. =az o Z. <.. t- rn 0 SECOND FLOOR AREA 1,4g5 S.F. 1,62 S.F. tR r In I I I r m cc O THIRD FLOOR AREA 1,411 S.F. 1,552 S.F. o o M o rn i I 1 -1 -1 m AREA TOTALS 3,O5q S.F. 3,3gq S.F. ro IWN 1 z D O I �' N N I ZONING REGULATION5 MAIN BUILTDING (ll 3u Xu 1 - --- - -- ----- - D O I z rn z rn I SOUTHOLD TOWN CODE CHAPTER 250;ATTACHMENT 5 D s,.I D .�--BEACH ORA55 sn I D 1 j 3 O cu"' a IC7 I PROPOSED COMPLIES U ul N m A I p J p' I MIN. FRONT YARD 4 II C5 A r I D,-i DI@ (AVERAGE;50' 452' 452' YES T >-� rn 1 AID EXISTING CREST OF c'D I PER CODE) 1 3 I �T DUNE/BEAGH RIDGE 70C I MIN. SIDE YARD 15.0' 46.2' YES L MIN. COMBINED Q 1 A I B/4�GONYD 2ND FLOOR SIDE YARDS(I) 35.0' q2.4' YES ul I I MIN.REAR YARD 50.0' 224.3' YES Q PROPOSED DWELLING 1 LANDWARD LIMIT OF 1 FOOTPRINT I MAX. HEIGHT 55.0' 55.0' YES ' DUNE/BEACH RIDGE 1 ' PROPOSED DECK I-SUPREFiE COURT OF THE STATE OF NEW YORK,GOUN'IY OF SUFFOLK HAS INDICATED THAT THE HOUSE I MUST SE CENTERED ON THE LOT ACCORDING TO THEIR STIPULATION DATED.LLY 18TH,2024(INDEX NO. PROPOSED 2ND STORY ABOVE ' I i I 601105/2025) 1 DECK SETBACK _ ' LOT COVERAGE - -- ----------- - ----- - POOL _� ----------- ! r------------------- r PIER LINE___ 1 SOUTHOLD TOWN CODE 2&0-124 -- ZONE VE_(EL:0) _:2Fl __ 88.�' ___ ZONE VE (EL-15) � 1 ZONE AE (EL-12) % LOTZONE AE (EL-12) DESCRIPTION (FOOTPRINT) AREA wTORY FRAME HOUSE i I 107.6' - 2 STORY COVERAGE LV 9 0) --------- - ' FRAME HOUSE I Q Z o l I TOTAL LOT AREA 55,g36.0 S.F. EXISTING 45.2' AVG FR T I ' w w a z STONE EVERGREENS YARD PE I I BUILDABLE AREA 16065.0 S.F. 0 N DRIVEWAY EXISTING SAND, TON - 1 BRICK I PROPOSED DWELLING W Z 0 LOW BRUSH 8 ODE DRIVEWAY FOOTPRINT(I� 1672.0 S.F. 10.0% `� N SCATTERED 280-I(O4(A) ' I PROPOSED RAISED DECK( 640.0 S.F. 5.5% O c�I 0 I LL TREES 1 PROPOSED BALCONY ' N ______________ ___ S�___�___ _ ___��_--_____�__ __ ___�___�__��_�_______�_�_ OVERHANG(21 50.0 S.F. O.5% o �_ _ _� A 0 --- - ---------- --------- �'----- ------ --- ----- -�`N�NPNARP TOTAL AREA OF ALL STRUCTURESSEE2362.0 S.F. 14.2%YOI�t�G_ASSQL�ATES_S1�RV�Y ------------------------------ --_--_�� ___ -----_ LIMIT OF NATURAL MAXIMUM LOT COVERAGE ALLOWED: FOR SEPTIC, DRI VENAY AND PROTECTIVE FEATURE AREA LINE I-SUPREME COURT OF THE STATE OF NEW YORK,COUNTY OF 5UFFOLK HAS INDICATED THAT THE HOUSE MAY VEGETATION LAYOUT NORTH SEA DR I VE AS SCALED FROM COASTAL HAVE MAXIMUM OF I;100 SF.FOOTPRINT ACCORDING TO THEIR STIPULATION DATED ULY IH,H,2024 prroex No.tonos/2o251 EROSION HAZARD AREA MAP 2- PR0-fE COURT OF THE STATE OF NEW YORK,COUNTY OF SUFFOLK HAS INDICATED THAT THE OUTSIDE N DECKING MAY HAVE MAXIMUM OF'f50 S.F.AGGORDING TO THEIR STIPULATION DATED.LLY IbTH,2024 (INDEX NO.601105/2023) ' PR01=05ED 51 TE PLAN Q SCALE: I" = 40'-0" Qw w� � o a PLAN NOTE: SUPREME COURT OF THE STATE OF NEN YORK, COUNTY OF SUFFOLK HAS INDICATED THAT THE HOUSE MAY OENERAL SYMBOL KEY: HAVE 5,400 TOTAL 5QUARE FOOTAGE, INCLUSIVE OF OARAOE ACCORDINO TO THEIR STIPULATION DATED Z N =l EXISTING TO REMAIN � NEW FOUNDATION MALL QED A c DULY 18TH, 2024 (INDEX NO. 601105/2023) r o o 3 M. O / U z r C ! NEW WOOD FRAME NEW PLW-SIN6wALL ***SPRINKLER5 DESIGN PROVIDED BY OTHERS. ENTIRE DWELLING TO HAVE AUTOMATIC Z SPRINKLERS INSTALLED AS PER z C w :"- ow� * p NEW YORK STATE BUILDING CODE." ��a�y oJxa�= 037405 0 m a 0�NE`�� > ma3� 5w O=zz,w z OOatn K <' z W N =2<wx I zo a z i3 LINE OF o a SO VALOO LINE OF ABOVE //-- O d F'•j U - - - - - - - - - 1 - 5 - - - - - - - �ORT A -ROOF AeoJE�- - - - - - - - - - - - - - - a i - - - - - - - - - ��Nl,ONy BOVE =o 1.3 m / / a'¢a LL ra a-�� 4'S' T 4'3• I'o' s's' a `40 z'Z zw z o w¢ 104A 1048 tv _ —fit-' _ - '� __ U O w 3 z z [� PROPOSID t wo 107 T- - 19-10' -_ O❑ r O PECK ' n I 13'DL wrxz0 a'o• n 5'o•—f—s•o•—f—av I 0.�. I " BOOKCA% o 4 - w u 3 zm'oa I I � w= BEDROOM moo+ a Z a c+ � a PROPOSED T o a w 4 ie sP w S'-4• I- I ate' - - O TlBiOLI�#I -P J PROPOSED - } 2 O¢O 4 I PILL ° VENT HOOD I o KITCHEN O n r O 0 a U ev x y�Tv \, L ®-- ® POOP.wM - l I p O_PROPOSED IOI L I� J O Q �'Q �.aV,PMT -•,SJ -+ PROP05ED FIREPL4GSE SWC0 - lo'-io• 9'-0• • - _ LIVINB ROOM - - _ _ sF m4 x 105 �� ro O iv n F - DINING ROOM S•{Y3° BATH.h X(_\Z _� �r PROP 8-1PRGP. loll FRCP. O ry I /I 7'�' q•-T .,J•�• ' �309P n - n q- II p i BATH, DW '0 I � I=•DlYP .J..V.� a IPrsOP. b-1./ ` Tom• - 3 - LL n_V __�.�� ,�� m._._ n.q D'-O•n n WE i-3'-10•--.1' 9. ..� T T z �. _p .MILT B✓R1GH WILT s. o }-7'-D' 7'-4. 4'-4' T O 3• "atY Q /^�', W I� LX-SYj'-'J'-'�3'• S'- '•-.r3' b'-I' a'-4'� -4- 7'1-b' -I� b'-I' ]'--R' 3'-�j' S' '• 3' .s. 611• T3 -43 -�F U C PROPOSED SECOND FLOOR PLAN _0) 1498 S.F. HABITABLE AREA ; 16-72 S.F. ORO55 AREA xALE, 1/e•= r-o° - Q •(/) 0 tfq�-_-- ------per•------------��------ ....... ---- L9�•------ ............. -----Ls�•� I� I r— ------- COD — — ——— --------- ———--—— � IIIIIIII I - - I BREAKAYIAY o CRAve ?per n WALL9 fiYP) BEAM(TYP.1 -;'• 'I: ID•x lb.FIERS PATH PROPOSED STORACIEl—.�——e=-——�— b•-eye•- --� ab'-CYO Q I HELICAL FILES BE1.ow (sTWA:MtE To BE I -------------------- hYP) FMALIgD IN fA RINSE) I Y\.L - v - l: i L — J 41 wPRaFv°o a-r ---- ----- BREAKAHAY HALLS(,YP) RtOPO9ED 5'_1' b I - �bji' Doi' 84'i i J CU � cI SLAB ON PROFOSeo Q �M j I I \` FROFo sEn BE ) i N NZ HALLS W W aQ Z BRBA .)Mr AVEO z KILL BE ecAwAY 3 b E, S �' ReA 2 � o I I I a� ELE iATOR I `� LL 11J I I L 1e I vnLITY SHAFTT N m CH) 4'-11' b'-5' 4'4' �tffb2 I p a V 1 L-- -----------�--- ---CD SWW ---- — 4'4• b s_— a'-lr J ---� r a— a FAR — I — -----�---- ---J � ---------- MALT _-- WILT. jy ----- ---- _ - o — ----------- ----- _ ------------ — ---- 6'-II' ,'•6• 4'4•� - - - - - - - - O I n O PROPOSED - �7 'o q=r<.• x - BRP.AKA/QAY a --- WALLS ITTPJ n 12.-4. b._,. lI•� '•,V 4 14•� T. S•,L• II•�• b'-I• �'�• 8'-l• N �3 �3CD CN N ' III'-4' n� PROPOSED FIRST FLOOR PLAN (ON GRADE) 150 S.F. HABITABLE AREA ; 1-15 S.F. OR055 AREA SCALE: 1/e°- 1-0' o a PROPOSED RIDGE HEI&W z N _—_ ELEY..41.0' rwx-w a RED A Z m 3 c~Z~< I N N O F =CTa� Q II III I II OZ jx O J Q H 03740 I � wQ 9� 5 o m a rw �QFn1E`�y - m"a3¢ �_ gw 0 2 Z yy I f Z O O Q N 11 1 Q I L Z W _ = 13' - PROPOSED SECOND FINISHED FLOOR N Q�LL x MIN. ELEV..26.5 m 0.W 2 — _J <DZ Z 3 — z w�wa oosx3 ya¢Na s III s IR ¢r=om N a w ~0 full '' o I o 0�I of OR 1 W��YO� ow3zz O O O O O O I wow U FROP05Ib FIRST FINISHED FLOOR O w xZb F_LEV.+163' Z F Q O III I I I I I I I III I I I III III _�_—_J w o w 3 a a g IL W y ~ —DFE AlK N<�� > ® �ocrLo PROPOS/ED PROPOSED m __ BFE(VE 15),glK WALLS hYP) ELEV..13A' WALLS(m BTgAKAY14Y _ WALLS('Tl'P) r FRAJ ORALLY F - - - FRAMtD WADS FOR ON GOWE)MONALLY ERADE BfiRY FRAMED WALLS FOR ON GRADE ENTRY - - W • L _ J PROP.ENTRY FOYER FINISHED FLOOR L BASELINE AVERASE S4ZA0El 1 ELEV.WD' U • PROP05ED RIGHT ELEVATION PROP05ED LEFT ELEVATION N SCALE: 1/b"= 1'-0" SCALE: I/5'= 1'-0" 4--1 H ' ***SPRINKLERS DESIGN PROVIDED BY OTHERS. ENTIRE DWELLING TO HAVE AUTOMATIC SPRINKLERS INSTALLED AS PER (� NEW YORK STATE BUILDING CODE.*** L 0) Q Cn D n` 4'-Ilj• II'd' b'-b' PROPOSED PROPOSED BALCONY Q IS LCONY ��IV, sla � I PROPOSED 9 PROPOSED ISEDROOM a' met I 1 IW r h -0y3 Im r � • 4s1 n n WALK IN PROP- T� w �-3 ITT la r PROPOSED �ATTIC\�/ i {-•J'-0' ..ryry PAL. �// -`\y PULL O SM/OO jv' O• „ S Ego I - ® B=DROOM ry l (� I �ATTIO " 14 + s"co p��4pP oo, � I `� - J FULL PROP.` S Pct' n Q Q _ _ - _ - J_ - o _., ----a LADDER \//i L V J r /qp a a swco W Flo r � U / ♦IROOPOSED b'-O• - O O 9 3O6 - J6Q O 4'�'j < z �?� !t �NFTI 775�®ARX.ONDITIONE� �3v. O +Y^a O _ �✓'g 4 '" �J�`-�� oi A la "b w " ,II'�'2 k 4.—s'-6.. .Fs-r- w = .�.T� .r—s•-a• - ` - -S 1,V 10.�. #' ryW Q `Q Z bo c . v O I Sys Ir2' " e ' Y W 0 -- N 1 �( cn ,.� ?� srv� W ...e-a?� ': ., r}��r, ��<f�.;� sr•vco =,,.�,_- - .,,.,.xn�;a++.,,�., I - - - - - - � � N F- z e n O F — rn c•1 0 r-=.�•r r�• ' • I 0.7-a/s' 3'4 ,p..>r. J Q .0 u u u �' S' 2'• 6'-10• O I CL iv a 0 0 F 2� - a PROP05ED THIRD FLOOR PLAN I,b"= 1'-O" cl M 1411 S.F. CONDITIONED AREA; 1552 S.F. GR055 AREA SCALE: N PLAN NOTE: SUPREME COURT OF THE STATE OF NEW YORK, COUNTY OF SUFFOLK HAS INDICATED THAT THE HOUSE MAY HAVE 5,400 TOTAL SQUARE FOOTAGE, INCLUSIVE OF GARAGE ACCORDING TO THEIR STIPULATION Lli w DATED JULY 18TH, 2024 (INDEX NO. 601105/2025) o a DA �• M. chin�-�a,�;.� • .y �iiiiiiiiiiiiiii�• - _ _ _ .�°i°i°.°i°i`v. •�i°i°i°i°i°i°i°i°i°Oi°i°.°i°i`�. - .-OO.°i°i°i°i°i°i°i°i°.°i°.°i°.�• .Oi°i°i°i�i°i.. _ .�• - - - - .�•i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°._ °�°a�•�•�•:•:Q.�.O�.�.�0i°i°i.._ - v�i°°pp°°p0°O°°°pp°°°°p°i° .v'i°i°i°i°i°i°i°i°i°i°i°i°i°i°Or.�- -_ �■ �a��- �mnn� m rmnn m. �-�--- 0 0 0 � ,m� �� m mmn - m ■■■ ■■■ ■■� m.—, Illlrllll ■■■ �� ■■ ► mmn ■■■ ■■■ m► r------ ,m ■■■ ■■■ mmr ■■� ■■■ oil =-m ■■■ ■■■ ■■■ � _ ,mmmm ■■■ ■■■ ■■■ m�i "�.m► `mn: ■■■ ■■■ mri, — � nm ■■■ ■■■ amn° .iimmm ■■■ ■■■ ■■■ nin: m . � _ o o mm► _ � �mm °� a °� m�� © © © m�ntm�mn• �____.—._'�' _ _ _ _ _ _. --- ,mr�' �i � �r ,ma�mnn° � � � ��mm° � ■ ,inlmmm � � � mlmmml► - a mmnmmni ilmmmm► �Ii1i1i1ili1i1i1i1ilil1i1i1ili.. . . . . . . . ••i1i1i1i1.1—Ii1i1i1i1i1i1i1' 7r�� f�-'^" �Iililililililil�.11ililili. ..i1i1i1i1' 0 I�..w1�AA1�.�.q�...-IAA.-I�....I�.��t�.w-I�.�st�� -. _- _ �.q�,�.l�,�-I-,..-I�,o-I�I�,.A1 ,..-1�,.1��1� ■1■.�-I 1�,..-1�-�-I�....I�.o-1-,�-1�,�.-I�,... • . . . . . . ��wl�,w-.�,. � - �minl�lnmlr—�mn,mmmm� mmmimnm�nmr� �rm�um�r� 0° 0° °0 �mammimr�— ��nmm�nnmam■m nmmmnm� Im ■■■ nlnnmmm ■■■ nt mm�la ■�! ■■■ ■■ Immm11m11mmm ■■■ ■■■ mmilllmma nlmlrm� ■■■ ■■■ mmnlmmm�mla ■■■ ■� ■■■ atmmimmmi lllr ■■■ mmmmmll ■■■ Rimmimnmmm ■■■ ■■■ ■■■ m�mmnm■num� ■■■ ■■■ mmamlml IIm1111�1111 ■■■ ■■■ mmllmmmmmm ■■■ ■■■ ■■■ �I11mun1■nn i■n lanmmmm mmmmulmn mm�mnnmmmn mmlmm�m Ilmi Il■mmmlmmmml mmmulmn jm o� ��p�1�.,�.1�. o� � 0 O. � •.1� °� o� �°m�m��i1m " p��; � �° '�'1." 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Wolpert, Professional Engineer W/10% Douglas E. Adams, Professional Engineer TOTAL = 2,364 5F(14.2%) 6RA� Daniel A. Weaver, Land Surveyor O ( W) 00 q /b 1'61 . SITE DATA' ,' / WATER IN PALE aamgaaanat s S ,L r3 '� �, %•h`4.6o To o FINE AREA = 1.3530 ACRES OR 58,936 5Q. FT. o / , H9 I♦ i/ ' ( SAND �v h/ ' �' �♦ �i /�/ \ �vp 6/1� *BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN AS SCALED FROM FLOOD ♦ /l9�� (SW) 1 INSURANCE RATE MAP PANEL NO.36103CO154 H LAST DATED SEPT.25,2009. �P��h / /' / ,' ♦♦ i i 40, * /�A 1.0 * VERTICAL DATUM =NAVD(1988) °GP�tioti �/' //' ,♦ ,� /+7.to lei/, �Qs'�o~� \\ /c� * DEPTH TO GROUNDWATER =4 FT QQ O°� , / I / s. / / ,L /� ~0 0/. P Py �� / , , ♦ / i / , 9 .4phj q�c HIGHEST EXPECTED GROUND WATER ELEVATION =1.7 P O / `' �' , ♦ ' , �' ' /' +s.77 �/ e` a^i \ e� NUMBER of BEDROOMS DESIGN EQUIVALENT) =5 �Q�A , // ♦ i i // RBF, , . jJA o0. J- J ( Q '01� O Q'C<��L� ,' '� ♦, , ' , ,/ , / /' +a.sa g615' 06 je T �c * MINIMUM REQUIRED I/A OWTS CAPACITY =550 GAL y��t�,q�pa1 ,40 �,.*5.05 �'!yq ^lis * PROVIDED I/A OWTS CAPACITY =700 GAL � � * LEACHING SYSTEM REQUIRED =400 SFSWA 6 __``�( ♦ ,� /! r' / ,� +8.75 ti�� LEACHING GALLEYS PROVIDED =477 SFSWA �DL / s1Q' /' ' Q' /' TF 5.18 ,�' /' ,'0 // ,/� ,'� G>��RQj♦, /� r �p ,'/,/' °k PGA IVQS +8.27119.37 /a�jl / �♦ / O9�♦ , 1 / /' +8.95 vP ,' / �1 / 6 �9 ♦ C3 !r Q.. p ♦ , / , J ,/ I / P .6 i P h A h P�1 ♦ �, i �/ �, // O - yA Q�CGv�S �/ 8A ♦ 'L�Q °J PQ. •' j ,' /' ' ,' 9.34 I O� 'a t,'�• '/ `2' S'` QP ti� ' P 5�6 .•+ �. e �r t �g.4 P� BR `' ti° ENGINEERS CERTIFICATION r' /' ♦�'� i♦ �/ / r� �/ �►�s v��`Lh `�� +8.3q� S //�4, ��L �� a 0`0 'y / ,r,0��,P�' "I HEREBY CERTIFY THAT THE WATER 5UPPLY(S)AND/OR SEWAGE DISPOSAL ,/ �/ ♦' //,/ / i by , /, L�P� /� Q / t?a ., ��, �bo?y OQ,�, �'S AZJ h'C SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY qB 8 2s� ♦', �� '� QQ Ay yP OP Q DIRECTION.BASED UPON A CAREFUL AND THOR97k �fq 55� 7.21 �O�, (A P SITE AND GROUNDWATER CONDITIONS,ALL FA h ,- Hb� / / tQ�lr ;�� hp�♦o5 +q '. s1,rC� 0�P / CONFORM TO THE SUFFOLK COUNTY DEPARTME + 04- / ,/ o?�� A 6.33 �� B9 ��,�d'QQQ CONSTRUCTION STANDARDS IN EFFECT AS OF ,o / u QPo ra2 >t - , � j � p . +6.649 +8.39 / St ♦/ / ) l x `�r;cp�cP / v /,�ji 02 ♦, / / /I \ \ +8.37 / 1 v` �° / 32 ® rn .y /� / ( QB�,°i ♦,6 " !G <`�,�+97 T r Z At x is t , ♦, i , / P/O \ \ / , Ijo.20 ) r / o / /// +s.+67•�. ,, b. /s.ss ♦ 4 / '� 6 "'� j +• +6.39i' kQj'P O� \ \ ,','C 1 ,, I IQ��o / i ♦ �ti �` iA` \J' �► 7.44 S1 1 fir,^ ',% r� , a,Q, 'CS \ /� ,) / �`/ ,---' e.4o I o- / f „�O ,� o �G ` � � /o j 7.59 / 00� 6148 / ZSSr tt + /< , b. p a o / �� o", / O �'J a 8 / . / / ), 5.5sc �� ♦ + ss \� HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n .o ♦�; b' 5.42 �� ♦ +7.sa / IHOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 �� WPI' 74 k�' ♦ 1 j/ / ''Q°+�.sa r o (� +�s.1s > , �� IF �� I #9 ♦ '� / 1 ` �p� DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 � ,♦ /j// '�,y��Q / \ i /� \_ 8.52/ r t 1r C9 �o � � ° �'< -5.98 // /`L�y '�� / +7,81 Q- i(�' 8.97, / ci +9`.72:7 J�5�01 "� P�� 7.56 Fy �V CMF K- , I yam'- 1 4 • �`(� 5. 8 ,q P SURVEYOR'S CERTIFICATI ��•` / / , • �/6 b�,u?t,, T 4, TH I �►/ a',4> y,P �amgcnocde _ +e.s ' ,/ �. PQ P,�y `ti / //r o.07 / , + . r Zds.sfi p s. •�`* �� O * Dc' 7 ' / ,, Lv�, +p /, 11V4s -/ Jh�'3oy ti� / WE HEREBY CERTIFY THAT THIS SURVEY WAS PR RE s �a.10 /, a.as / / / b Q� 2" b� .�� T OQ �� " WITH THE CODE OF PRACTICE FOR LAND SURVEY �,DO � � 19 K i /// / p // y� ' • - 95 �!`� P h /+ 7.34 N (, / \ STATE ASSOCIATION OF PROFESSIONAL LAND _ // �� + j/� ,Lca FT - ,fib �/ b"� Zvi ��'b� 'L Q C) / / ♦ Q O e 4 '�" a +/`.9 t+9�b � f�0.34,�,cp'�/ ?►, /��6��t` s•7: �r� f' 2• •c�0 �( �, is ,��' (J� �i �•Ec��:g�� 110 / I, rk / r f,. , EXI TING �` q� / \ fi •, of 6e,., /o I //�� / ' off,♦qp W 5.99 VEGETA )N r' ` n/.°I;�O / jl�.,•t�^ Q ps8g3c •�� Q 4i � ° ' 9� O LEGEND �`� +8. r +8.45 ,i6h'�`- QoyoJh�A TO R MAIN r" QP _ �Xa 9s �o �0 90 +g.40 / / / 6 a° �' / + . 4 oQ O HOWARD W.YOUNG,N . .L.S.N 5893 D v� CMF =CONCRETE MONUMENT FOUND �� 6 �0 e' 99' /' �� /• fix, b9 ' Q � QP h4' / / / DANIEL A.WEAVER,N. . .L.S.NO. 0771 S 0 R EOP = t No EDGE OF PAVEMENT �/j q¢ �`o� �'S�, +�1 ,' ,/ / 07 ��' / / _` / FE =FUTURE EXPANSION 9�L 'l1 �e 7.9e /' �� +5.1 i ' 7.15 IPF =IRON PIPE FOUND 'SAS 90 e�' , I / �♦ s.o2 Q? ® �5 �� 1 SURVEY FOR LG =LEACHING GALLEY tSj. JL s.ss I / ♦ / J/ i OWTS =SANITARY TREATMENT UNIT clyq �eo +s.13 MKS REALTY, LLC. UPT =UNDERGROUND PROPANE TANK ` ♦ '► / r^ WMR =WATER METER e�J 6ghq '�F`�R �qo, •�� 1. 10 WDF =WOOD FENCE I s s ��♦ •'� s.56 -11, ^ i o4 / / E WSF =WOOD STAKE FOUND +5.4N� + / - `� UTILITY POLE � �, •• � / � at Southold, Town of Southold Suffolk County New York ' // QA J�� Oh� ��t, WSF 5.s /� `'� ' BUILDING PERMIT SURVEY DRAINAGE CALCULATIONS � .Z° �oQ�P�� P,C�' / HEALTH DEPARTMENT USE ♦ �' lr�' y�Q �5P ro 7.07 / �� , County Tax Mop District 1000 Section 54 eiock 04 Lot ZO o TRIBUTARY 1 VOLUME REQUIRED ♦♦ ��P -9�- // 0 13�� / FIELD SURVEY COMPLETED NOV.25,2020 DRIVEWAY: 1,053 SF x 2/12 x 0.60 =105 CF ♦ � 7.64 / MAP PREPARED JUN.25,2021 ROOF:982 SF x 2/12 x 1.0 = 164 CF ♦♦ P1 / TOTAL REQUIRED =269 CF ♦♦ �0 // 4t / (� (� Record of Revisions VOLUME PROVIDED ti��♦ �j D LC lVi (C� REVISION DATE USE LF#1 it 4 / NOIA#1 NOV.12,2021 (2)10' DIAx2' DEEP DRYWELLS =274 CF � �� .� /' /� �� / .1 NOIA APR.20,2022) APR.27,2022 F E B - 2 2026 BP DATA OCT.14 2022 ♦+o Q �-�� ,� ` BP DATA NOV.30 2022 TRIBUTARY 1 VOLUME REQUIRED ♦ `'� BP DATA JAN.05 2023 DRIVEWAY:1,045 5F x 2/12 x 0.60 =105 CF H► `J / �C' / = BP DATA OCT.10 2025 ROOF: 1,005 SF x 2/12 x 1.0 = 168 CF A Southold Town NOIA#2 NOV.25,2025 TOTAL REQUIRED =273 CF 1` / / Board of Trustee GENERAL DEC.22,2025 W / NOIA#3 JAN.05,2026 VOLUME PROVIDED / / BP DATA JAN.28,2026 o USE LF#1 / 30 0 15 30 60 90 F- 9 (2)10' DIA.x2' DEEP DRYWELLS =274 CF C / Scale: V = 30' JOB NO.2020-0153 DWG.2020 0153_bp 1 OF 2 I i (1)UNAUTHORI2FD ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROOPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDIIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVAnONS AND DR DATA OBTAINED FROM OTHERS METER INCOMING SERVICE 400 Ostrander Avenue, Riverhead, New York 11401 -1/2, VENTILATION PIPE B CHAMBER Volume(gal) tel. 631oclml2303 fgenox.g 31.'12 g 144 SCUM BAFFLE admin® OVn en Ineerin GOm -2 11 W Sedimentation Chamber 397 DEDICATED -li -87 '-1 (2) Anaerobic Filtration Chamber 396 15 AMP BREAKER Q Aerobic Contact Filtration Chamber 181 olt Storage Chamber 90 120V AG, 10, 6OHZ, 15 AMP POWER SUPPLY ECIRCULATIDN g #12-2 AWG WITH GND IN I" PVC CONDUIT Howard W. Young, Land Surveyor AIR LIFT PUMP Q Disinfection Chamber 6 g� y ® Total Volume 1069 MAIN Thomas C. Wolpert, Professional Engineer ILINDE TION SERVICE Douglas E. Adams, Professional Engineer CYLINDER (OPTIONAL) PANEL g Daniel A. Weaver, Land Surveyor 4' INLET PIP OUTLET PIPE SPECIFICATIONS a A Anaerobic Media PP/PE Filling Rate 32% 4'-81'''� ` a =! Board Type Aerobic Media PVC/PP/PG I Filling Rate 17% HARDWIRE Q Aerobic Media PP/PE I Filling Rate 55% HEALTH DEPARTMENT USE Blower 2.8 cfm 9Np})AWAf WlS a "-EFFLUENT Tank FRP INLET BAFFL ® AIR LIFT PUMP Piping PVC/PP/PE _ 3Access Covers Plastic/Cast Iron GROUND SJE RHOMBUS AIR BLOWER © Disinfectant(Optional) Chlorine Tablets CONTROL IR INTAKE PANEL RECIRCULATION PIPE LOW BAFFLE FLOW OPENING (TYP. (CLEANING OPENING) B ELECTRIGALL. ONE—LINE VIAGRAM PLAN VIEW NOTES: ISINFECTION 4' MANHOLE 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) 1. CONCRETE 4,000 PSI a 25 DAYS 2. REBAR TO BE ASTM A-615 GRADE LOW OPENING 0 `- ED 60 ;r r 5. WELDED WIRE FABRIC ASTM A-155 11 1'-1 4. DES16NED FOE AASHTO HS-20 8 OARD TYPE -- CONTACT MEDIA 5. TOP SLAB AND WALL ARE MONOLITHIC 6. THE 51DEWALL AREA SHALL BE EQUAL TO THE FULL EXTERNAL WALL 10" VIA. PIPE KNOCKOUT TOP VIEW HEIGHT OF THE PRECAST LEACHING —"---- ® ECIRCULATIDN c�.I (EACH SIDE) GALLEYS W E ® ASSEMBLY 1 2'— D 6'-0 Q 6'-0j' 1'-8" 5'-1' 4'-11' © ® 4'-11' F E B - 2 2026 Q ®® ®®® ®®®®®®® IZZ `'' ®®® © EROBIC MEDIA Southold Town ®®®®®®® ®®® io ®®®®® ® ®®® R;. y. <.. Board of Trustees, ERATION ASSEMBLY 1. 8'�" �---4'-9" —� SIDE VIEW LEACHING HOLE END VIEW SECTION A-A VIEW (TYP) SECTION B-B VIEW LEAGt'tING G,4LLEY ENGINEER'S CERTIFICATION FUJ I CLEAN U5A GEN— 1y NTS ym"gauonates CONTROL PANEL MOUNTED NOTE: ALL CONDUITS "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL N 4"x4" PRESSURE BETWEEN PANEL. AND SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY TREATMENT TANK MUST BEi ALARM/CONTROL BASED UPON A CAREFUL AND THROUGH TREATED WOOD POSTS SEALED TO PREVENT GAS SIITE AND GROUNDWATER CONDITIONS,ALL PACILI S ',0Fil&Irq5 OIL, s NOTES PANEL MDL#1041Q72 LEAKAGE INTO PANEL. CONFORM TO THE SUFFOLK COUNTY DEPARTMENT ,, ,oC�S CONTROLLER "A„ AIR $LOWER CONSTRUCTION STANDARDS IN EFFECT AS OF ? P� ' t,� 1. THE OWTS SHALL BE MODEL GEN-7 MANUFACTURED BY FUJIGLEAN USA. MFG BY 5JE RHOMBUS FOR WIFI COMMUNICATION "�'^ ` Ct`� RINSULATED WEATHER �•', r 0 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 5GDHS O 515TANT BLOWER DEVICE; USE ALARM/CONTROL REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OATS AND ENCLOSURE C� N PANEL MDL#1045040 to =�. ;�1 i CONTROLLER "G" MFG BY LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BAGKFILL. Z A._ a _. +� �? 3. THE 5Y5TEM START UP WILL BE COMPLETED UNDER THE DIRECT 5JE RHOMBUS tna HOWARD W.YOUNG,N.Y.S.L.S'NO.45893n ,p 6 l4 d3 �''nJ SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. z � THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 O�SSkQN��-• 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE AIR LINE TO DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO Cl) L FUJIGLEAN OWTS THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (50DHS) PRIOR !d::� F TO APPROVAL OF THE I/A OWTS RE6I57RATION BY THE 50DH5 IN FIN. GRADE ACCORDANCE WITH ARTICLE IQ OF THE SUFFOLK COUNTY SANITARY CODE. SURVEY FOR FRAME HOUSE 5. FINISHED FLOOR ELEVATION(5) TO BE VERIFIED BY THE ARCHITECT. TO BLOWER 2 STORY ELECTRICAL ELECTRIC �.�•UPPLY MKS REALTY, LLC. (5 BEDROOMS) SLY TO FUJIGLEAN LL FFEL=16.50 OWT5 SPLICE BOX SWEET AIR VENT GAP MFG BY TUF-TITS CONTROL PANEL 4 BLOWER (3' MIN FROM ANY FIBERGLASS LOCKING at Southold, Town of Southold DOOR OR WINDOW) COVER WITH SAFETY LID 50ALE: NTS FIN.GRADE ffolk County,3008-RG b RISER � � �,, � Su New York MPG BY POLYLOK o -- `.. N RISERS COVERS BUILDING PERMIT SURVEY N 10' WITH SAFETY LIDS 5 12 z 4" PVC ® MFG BY TUF-TITE OR 4•" PVC, @ 4" PVC a NOTE: FINISHED SURFACE OF RETAINING WALLS 2.0046 MIN. I.00 o MIN. 1.00% MIN. APPROVED EQUAL MAY BE CONCRETE FORMLINER PATTERN 54 Block 04 Lot 20 oo PRECAST OR MASONRY VENEER. COUn�F Tax Map District 1000 Section EL=a.-i TOP SLAB CONCRETE TOBE4,000 PSI AIR ENTRAINED FIELD SURVEY COMPLETED NOV.25,2020 IE="1 SClHIM I REINFORCING:ra @ 1T O.C. E.W. FIN.GRADE MAP PREPARED JUN.25,2021 1 GONG. COVER LOWER LEVEL Record of Revisions (NO BASEMENT) __ LU FFEL=6.'70 � VENT IE='i.52 IE='1.4-1 Q o ,.:•.i,. \ \ \ \ HOLE IE='137 IE=?.25 WATERPROOFING N A#I NOV.NOV.12, 21 H CONNECT - ih C NOIA(APR.20,2022) APR.27,2022 N GT 3 PVC IE-7.bQ VENT LINE TO VENT 2' DIA. POLYPROPYLENE z BP DATA OCT.14 202E HOLE IN OWST SEE DETAIL FOR DISTRIBUTION BOX BOT=4.'15 '!'`� BP DATA NOV.30 202E OWT5 COMPONENTS o BP DATA JAN.05 2023 MF6. O POLYLOK —� cD BP DATA OCT.10 2025 PROVIDE GLEAN OUT AT M1DL#301'I-G24�APPROVED EQUAL 8'-6" Z - �� NOIA#2 NOV.25,2025 FACE OF BUILDING PROVIDE END GAP LEVELING DEVICE - GENERAL DEC.22 2025 AIR LINE TO BLOWER BOT EL=3.80 MDL#5L-4 MFG BY TUF-TITE OR io iv NOIA#3 JAN.05 2026 a I BP DATA JAN.28,2026 m '100 GAL. I/A OWT5 APPROVED EQUAL FOR ALL HIGHEST EXPECTED GW EL=1.-7 1 o MDL. GEN-'I M176. BY FUJIGLEAN USA DISTRIBUTION BOX OUTLET PIPES SANITARY LEACHING GALLEY �-- 2'-5" 14" I-- a TOTAL OF (6) GALLEYS Scale: NTS FtYDRArUL I G PROFILE 4711 SFSWA WATERPROOF RETAINING WALL JOB NO.2020-0153 NTS DWG.2020 0153_bp 20 2 I MKS Realty LLC — Southold 1925 North Sea Drive I SCTM#1000-54-4-20 s Nearmap aerial dated 10/1/2025. TUT r j r , ��, '�• v r � ! ^ � 11 1, ?. ,• yam` ��r^ , titer � � Y j.• -fir' qYr. & ,fir P ..R' . Z d Yyy ON O0 O -1 Q Q� a r f� '.d liw.i^ a?.i '1, A p �"n y;,,'A x t•:.; D CJl t' S•, MKS Realty LLC —Southold 1925 North Sea Drive I SCTM#1000-54-4-20 Site photos taken 10/7/2025 by Land Use Ecological Services,Inc. V-A . • 4a ::. !¢ :`"�TS' {tA ..ay .. . d - 4 'Tv.l` >e%�.. �F .".}.,.y ',: V •.3i '. �-� _,rw :!�'u�' �+e.ti4.t�E�`'��` ° "�7p �...,��;.� .>5°-$'+.�!_ f ,a ?'�-� �• ,-i�„ �.�tr'�y�ts-�. '�Y," - TOP: Facing NE, East, SE toward site from beach. BOTTOM: Facing NW, West, SW toward duneibeach from upper site. INC- x- 3 NOV - 6 2025 Southold Town Board of Trustees MKS Realty LLC —Southold 1925 North Sea Drive I SCTM#1000-54-4-20 Site photos taken 10/7/2025 by Land Use Ecological Services,Inc. ,V W1 MI -W-10, R Y : h i Fa f ter` ;./� I�y� - 7[ 3•!'�` �Y i, a"_ a �L-ui^ r 'Wy�"^ �' -:a' � "� r if. T+'r �' 4 t'4 7• =',a,i�" - l •r' X fin,+,k' y,i M iAejfl:lLl -ir.�k.y 4.. '.,.. ...� TOP: Facing NE, East, SE toward site from dune area. BOTTOM: Facing NW, West, SW toward dune from upper site. IM . I - d b.� f -V1 o ' x _ !+ ..-, o- .: -\:. " ►Y.... ',."'n"..'ti _ x - bk�. .� t "'A,..ha fps�iL� �. .:IC .^ 4. j I u, iN U, 2025 Southold Town Board of Trustees MKS Realty LLC —Southold 1925 North Sea Drive I SCTM#1000-54-4-20 Site photos taken 10/7/2025 by Land Use Ecological Services,Inc. -W. — INOMPMm— ;ft.— 7-1 r ti F d j t .._` h, r r: `3M. _..< J: .• �'=-i�'tiLeaFR`. ;:tiva':..... .5io. .>.a.: + " ,t,l.�: TOP: Facing NE,North, SW toward upper portion of site from landward portion of site. BOTTOM: Facing West toward site from road (left); facing East toward western portion of site (right). { l: `''.i .; 1 ID Nov Souonelc i0'wn Il Board c F Trustees - BEE eEC NO u�. Dz + J e M Q1 E k s f ! y Ems ` "r. °ems I , .: •.. b ,y N 6 ass A.- 3 " 1 - ��°��l,:��° , / - 4ry Ito �'-°• '+yy'y ° �� ` Ayd s * 9° y o •.a'R �.°r ': ♦ 4 ~.,,� F m ` �4w R a F t '\1\`/\ H tqa 21. 211 . w~ Fi' :q°j A d'6 R Q '� FJ ` Y'•.h '`. 1 . \\� :. \E�.w'�'2e'� ^: •.�v\ \°`�' s1 h p F akt x .. F is sou No w F y\�'�j, wyw ry.w+.�'.&"'a Fx.d ��xJ�,/ Bt y°b� `_ F';M w t•a ° V 21. ,,,2 t k i s v'.'! F4• "' Q7 � '`�rL.tee w �4 y . �:�o /r�"'i" s 6'=� L r vR. a0 avt" b.' 'd,� a r �r^' &� ,at 4.+ t• aow.i ',ti b� •t d �. S ♦..� F`'� Feh > F°EE SEC.HO � N SECT r.W e .I Y O SUFFOIK 1 0B 0 ..... -7Z- yq R al P-p t uIxlIBYIfE At,eN�WnUN 0.TE 054 0 ��_ ._ __..,__ ..• — a r•. @7) o - n..• ..." v.ra.Dawn rA.Nw a rwarE° P a Lan- �7� Use �� Fehumry5, 2O26 Board oyTown Trustees Town of3nuthn|d PO Box ] |79 Southold.Nyl |97l Board of Trustees &Uo: Elizabeth Cantrell RE: Application for Wetlands-Coastal Erosion Permit 1925 North Sea Drive, SnuUhnN | SCTNl#lO0O-54-4'20 Proposed Single Family Residence Dear Ms. Cantrell: /n response bnyouronnui| dated 1/29/2026' please find enclosed the Ob|kxxing information for the above referenced application for single family residence u1 \925 North Sea Drive: * Elevationshv AMP/\rchi0cctuvc' dated 2/4/2026, revised zocorrect the floors to |-,2 nd—,and j'`floors m accordance with NY8uOdin�Code,tostate that uutornuduspdnk|n/sniU bc installed in accordance with code requirements.and toshov/stuto that the §oundubon will hc ]8"x |8"piers with helical piles ho|nw� w Proiect Narrative prepared hv Land Use and last revised 2/j/2026boincludeu table with the total size (SF) each proposed stnuciurc, to clarify the diOerencc between total size and footydn�|otnovcrugc, and to i' c|' dc the revised floor dcsi�uutions and 5nundadoninGonnudon. If YOU have any qUestions or require additional information to enable review and placement of this application on the Mu/oh | |. 2U2bTmstces meeting agenda, please contact mcut(631) 727-24O0or . Thank YOU. �Wisotto 8�;ly M. Principal Enc Via email and via phohtvwui| 570 Expressway Drive South, Suite 204 ° Medford, New York ° 11763 631-727'2400 ° Fax 631'727'2605 Project Narrative for MKS Realty, LLC at 1925 North Sea Drive, Southold SCTM #1000-54-4-20 November 4, 2025 Revised January 23, 2026 Revised February 5, 2026 Project Narrative Prepared By Land Use Ecological Services, Inc. 570 Expressway Drive South, Suite 2F, Medford, NY 11763 Land USe Contact: Kelly M. Risotto, Principal �� ✓ E._ Tel. (631) 727-2400 Email. krisottoglanduse.us ® E C E � 11 E F E B 1 ? 2026 Southold Town Board of Trustees Project Purpose and Need The purpose of this project is the development of the last existing vacant residential lot within the developed neighborhood north of North Sea Drive as a single family residence (Figure 1). The residence is proposed in line with or landward of the existing line of development (i.e. pier line). The site is 63,967 SF (1.47 acres) and is zoned residential R-40. The proposed residential use is compatible with current zoning as well as the existing character of the neighborhood. �_, „� =.i. a �, •.``s. , ,�.+n �' stf w'lbi 7. < �.�ti, ' �'��`.'��;,''ti .f-' "i7��'Z,' 'I ?l��` 0 '"""'."�. Ra p�.� :,. J - �1 "•d K?�y �`G'rC34 Vne-",YMr�c: Y F. i _ ,;� fir- ..�• 4' 1,".1" Figure 1.North Sea Drive existing development conditions as of 10/1/2025(Nearmap aerial). Description of Proposed Activities The property owner is applying for a Wetland-Coastal Erosion Permit from the Town of Southold for construction of an irregular three-story single family dwelling with attached garage and accessory structures. The following table presents the total area (SF) of each proposed structure. Note that total area of each structure differs from the lot coverage for each structure, which is provided in the following bulleted list and table. Pf20POSE-D STRUGT I V R,E 4 M'ESV DESGRI PTI ON TOTAL S.F. % ORO55 CONDITIONED (WHERE GRO55/ APPLICABLE) TOTAL S.F. DWELLING— IST FLOOR/ 175 S.F. I5O 4.1% GRADE LEVEL DWELLING— 2ND FLOOR I672 S.F. I498 39.6% DWELLING— 3RD FLOOR 1552 S.F. 1411 36.6% ENTRY AT GRADE 40 S.F. 0.9% DECK— 2ND FLOOR 640 S.F. 15.251. STAIRS TO GRADE— 2ND 44 S.F. 1.0% FLOOR BALCONIES(2)— 3RD 50 S.F. (100 2 49 FLOOR S.F. TOTAL) TOTAL 4225 S.F. 3059 S.F. I00% �LL'Mw��l Project,Narrative,REV 2/5/2026 1925 North Sea Drive, Southold 1 Project Narrative for MKS Realty, LLC at 1925 North ea Drive, S uthold SCTM 000-54- -20 Novem er 4, 20 Revised J nuary 23, 2 6 Revise ebruary 5, 20 Project Narrative Pre a d B J Land Use Ecological Services, Inc. Lfi 570 Expressway Drive South, Suite 2F, Medford, NY 11763 an . Se Contact: Kelly M. Risotto, Principal Tel. (631) 727-2400 Email. krisottor&,landuse.us (� E WE D FEB 12 26 Southold Town Board of Trustees The list below presents the dimensions and total development footprint [XX SF] for each proposed structure. Development footprint is equivalent to the plan view lot coverage. • Dwelling—irregular with overall dimensions 107.6' x 16.7' [1,672 SF] • Raised 1 st floor deck partially beneath the dwelling footprint [640 SF] • Stairs to grade below 1st floor deck and entirely beneath deck footprint, 15' x 5' [0 SF] • Shed roof above the 1 st floor deck to provide cover for the proposed 1st floor sliders, 41' x 3.5' [0 SF] • 2nd floor balconies (2), 12.3' x 4.0', partially above dwelling footprint [50 SF] • At-grade masonry entry patio, ± 11.3' x 3.5' [40 SF] • Foundation to be 18" x 18" piers with helical piles. Foundation will be approximately 9' in height, with breakaway walls except at front on-grade entry, where conventionally framed walls will be utilized • 1,200 gal underground propane tank (UPT) 0 Innovative/alternative onsite wastewater treatment system (I/A OWTS) containing (1) FujiClean CEN-7 1,000 gal wastewater treatment unit and (6) 8.5' L x 3' effective depth sanitary leaching galleys • Public water service connection • Stormwater management system with(4) 10' diameter x 2' deep drywells for storage and treatment of runoff from 2 inch rainfall event. Approximately 325 CY of clean fill will be used for I/A OWTS grading to achieve 2 foot separation to groundwater for leaching components. The table below presents the total lot coverage by structure. As stated above,this is the plan view coverage of structures contributing to lot coverage, which differs from the total size of each structure as presented in the preceding paragraphs. Proposed Structure Size(SF) %Lot Coverage (Total Lot Area) Dwelling 1,672 2.6 Deck(beyond dwelling footprint) 640 1.0 Balconies(beyond dwelling footprint) 50 0.1 Gravel Driveway +/-2,000 3.1 TOTAL +/-4,362 6.8 As required by FEMA and NYS Building Code, the lowest structural horizontal member is proposed at the design flood elevation (DFE) of 15.0' NAVD88, where DFE is 2 feet above the base flood elevation of 13.0' NAVD (FEMA FIRM#36103C0154H). The proposed first finished floor elevation is 16.3' NAVD88. All mechanical equipment will be located above the DFE. The height of the proposed house is 35.0' above existing grade at elevation 6' NAVD88, for a top elevation of 41.0' NAVD. The project has been designed to maximize setbacks to Long Island Sound(245.2 feet), the beach (> 140 feet),the dune/beach ridge crest(> 32 feet), and the landward limit of the dune/beach ridge (> 6 feet). Structures are proposed on piles and elevated to meet current FEMA requirements for a VE El. 13 flood zone per map #36103C0154H (effective 9/25/2009). Structures�pwill also be Mn E C E U E FrW Project Narrative REV 2/5/2026 1925 North Sea Drive, Southold 5 F E B 12 2026 des' ned in accordance with standards set forth in ASCE/SEI 24-14, Flood Resistant Design and Con rzrction, for construction in coastal high hazard areas. These standards have been adopt by NYS\with Town within their respective building codes. Wastill be treated with an I/A OWTS proposed in the southeast corner of e site and sizedrdance with Suffolk County Department of Health Services (SCD residential stand I/A OWTS will reduce nitrogen loading to groundwater and sur e waters when compth traditional sanitary systems, and is the preferred environm al alternative for devel in ensitive areas. In accordance with NYSDEC and SCD standards, ',the I/A OWTvate a minimum of 2 feet above groundwater (treatme unit) and 3 feet above groun (leachi galleys). Elevation of the system will necessit e placement of 325 CY of clean e system ill be enclosed on the west, south, and east es by a waterproof retaining wall with atop elevatio of 9.2' NAVD and maximum height ab e grade of 2.2 feet. Stormwater from a 2 inch ainfall event will be treated ands ed in drywells proposed south of the dwelling and in the dr veway. Drywells will be el ated a minimum of 2 feet above groundwater. Total storage req fired for this site is 542 C total storage provided is 548 CF. Approximately 230-245 feet(wid ) of beach and du abitat will be preserved with this project, through establishment of a variable idth natural a undisturbed buffer seaward of development activities. The buffer is over 130 fee wide withi the vegetated dune, and an additional 85-110 feet wide within the existing beach habitat. i Areas of disturbance will be planted with n , ' e vegetation in accordance with the Native Planting Plan.Trees to be planted along the property •dies include Eastern red-cedar(Juniperus virginiana) and post oak(Quercus stellata). ShrubsI,'be planted include bayberry(Morellapensylvanica) and beach plum (Prunus maritima). Herb ous spe 'es to be planted and seeded include American beach grass (Ammophila breviligu ta), coastal anicgrass (Panicum amarum), and seaside goldenrod(Solidago sempervirens All of these specs s are currently found within vegetated areas of the property. For protection of adjacent pr erties, natural areas, and L g Island Sound, areas of disturbance will be contained with a p 'meter silt fence installed in ac ordance with NYSDEC and Town standards for fence heig and embedment. Silt fence shall be installed prior to the start of any construction activities, all be maintained for the duration of co struction, and will be removed after final stabilizati of the site is achieved. f ExistingEcolo is 1-•Conditions lu�,O, ct p perty is undeveloped and largely undisturbed. The nort' rn third of the site is e e ach habitat to the property boundary at mean high water. a third of the site is a vegetated dune habitat with herbaceous species at include beach gma phila breviligZtlata), beach pea (Lathyrus japonicas), coastal panic ass (Panicum common reed (Phragmites australis, sparse), and salt hay (Spartina pate sparse and ; a large patch of Rugosa rose(Rosa rugosa); and some bayberry(Morellape ylvanica) , Photos]. ern third of the site contains patchy shrubs, including bayberry and beach plum ( unus maritima); and patchy trees including Eastern red-cedar (Juniperus virginiana) and post ak p E C E YE Project Narrative REV 2/5/2026 1925 North Sea Drive, Southold 5 F E B 12 2026 v designed in accordance with standards set forth in ASCE/SEI 24-14, Flood Resistant Design and Construction, for construction in coastal high hazard areas. These standards have been adopted by NYS and the Town within their respective building codes. Wastewater will be treated with an I/A OWTS proposed in the southeast corner of the site and sized in accordance with Suffolk County Department of Health Services (SCDHS) residential standards. This I/A OWTS will reduce nitrogen loading to groundwater and surface waters when compared with traditional sanitary systems, and is the preferred environmental alternative for development in sensitive areas. In accordance with NYSDEC and SCDHS standards, the I/A OWTS is elevated a minimum of 2 feet above groundwater (treatment unit) and 3 feet above groundwater (leaching galleys). Elevation of the system will necessitate placement of 325 CY of clean fill. The system will be enclosed on the west, south, and east sides by a waterproof retaining wall with a top elevation of 9.2' NAVD and maximum height above grade of 2.2 feet. Stormwater from a 2 inch rainfall event will be treated and stored in drywells proposed south of the dwelling and in the driveway. Drywells will be elevated a minimum of 2 feet above groundwater. Total storage required for this site is 542 CF, total storage provided is 548 CF. Approximately 230-245 feet(width) of beach and dune habitat will be preserved with this project, through establishment of a variable width natural and undisturbed buffer seaward of development activities. The buffer is over 130 feet wide within the vegetated dune, and an additional 85-110 feet wide within the existing beach habitat. Areas of disturbance will be planted with native vegetation in accordance with the Native Planting Plan.Trees to be planted along the property edges include Eastern red-cedar(Juniperus virginiana) and post oak(Quercus stellata). Shrubs to be planted include bayberry(Morella pensylvanica)and beach plum (Prunus maritima). Herbaceous species to be planted and seeded include American beach grass (Ammophila breviligulata), coastal panicgrass (Panicum amarum), and seaside goldenrod(Solidago sempervirens). All of these species are currently found within vegetated areas of the property. For protection of adjacent properties, natural areas, and Long Island Sound, areas of disturbance will be contained with a perimeter silt fence installed in accordance with NYSDEC and Town standards for fence height and embedment. Silt fence shall be installed prior to the start of any construction activities, shall be maintained for the duration of construction, and will be removed after final stabilization of the site is achieved. Existing Ecological Conditions The subject property is undeveloped and largely undisturbed. The northern third of the site is unvegetated beach habitat to the property boundary at mean high water. The central third of the site is a vegetated dune habitat with herbaceous species that include beach grass (Ammophila breviligulata), beach pea (Lathyrus japonicas), coastal panicgrass (Panicum amarum), common reed (Phragmites australis, sparse), and salt hay (Spartina patens, sparse and in upland); a large patch of Rugosa rose(Rosa rugosa); and some bayberry(Morella pensylvanica) [Exhibit 1, Photos]. The southern third of the site contains patchy shrubs, including bayberry and beach plum (Prunus maritima); and patchy trees including Eastern red-cedar (Juniperus vir(gginiana) and post oak zz nn Project Narrative REV 2/5/2026 1925 North Sea Drive, Southold 5 F E B 1 2 2026 (Quercus stellata). Herbaceous vegetation in the southern third of the site is sparse,mainly coastal panicgrass. Along the road edge,non-native and invasive species such as black locust(Robinia pseudoacacia) and autumn olive (Elaeagnus umbellate)mix with post oak and eastern red-cedar. Little blue stem (Schizachyrium scoparium) is also present along the road edge. Existing Dune Conditions Site topography was utilized for mapping of dune features by the surveyor. The location of the crest of dune/beach ridge is indicated as coincident to the highest recorded elevations, moving landward from the beach area, prior to sloping downward. The location of the landward toe of the dune/beach ridge was developed from a combination of following the methodology of the Bombara (adjacent west) application, as well as the grades and vegetation spanning between the two adjacent developed properties. Beach and Dune Change Over Time The shoreline along North Sea Drive is stable. Aerial photographs were utilized to digitize the dry beach in 1957, 1971, 1994, 2013 (post-Sandy), 2020, and 2025 (Exhibit 2, Aerial Timeline). As demonstrated by aerials going back 68 years, the beach is stable, with fluctuations of 5-15 feet between 1957 and 1994. The beach was at its narrowest in 2013, following Superstorm Sandy in October 2012, and has accreted 70-75 feet in the vicinity of the subject property since 2013. Based on 2025 aerials and the site survey, the dry beach area is currently at its widest since 1957. In addition to dry shoreline, the general limit of dune vegetation was digitized from aerial photographs in 1957, 1971, 1994, 2013, 2020, and 2025 (Exhibit 3, Vegetated Dune Limit). The vegetated dune has actually expanded seaward (i.e. north) 70-95 feet at the subject property since 1957. Similar to the dry shoreline,the vegetated dune is currently at its widest/most seaward since 1957. Based on this analysis,the site at 1925 North Sea Drive is stable,with no significant coastal erosion occurring to the beach or dune in the past 68 years for which this analysis was performed. North Sea Drive has undergone residential development along its length during this time; residential development has not affected the beach and dune system, as evidenced by the analysis performed. Development of the subject property, preserving 32,600± SF of vegetated dune and the entire beach, is therefore not anticipated to negatively impact these natural protective features. Alternatives Considered Alternatives considered include No Action and construction of alternate structure design, sizes, and layout.No Action does not achieve the goal of the project to provide a single family residence for the owner of this residential parcel, and was therefore dismissed. There have been several iterations of site layouts presented for this project, including prior applications to the Southold Trustees and ZBA which were denied and appealed. As a result of the appeal process,the Supreme Court of the State of New York issued a Stipulation of Settlement (Exhibit 4), which stipulated and agreed to residential development at this site with the following conditions: 1. The house may have a maximum 1,700 square foot footprint; 2. The house may have 3,400 total square footage, inclusive of garage; p r ECG EO Ys L Wn) Project Narrative REV 2/5/2026 1925 North Sea Drive, Southold LL:A 3. The house to be centered on the lot; 4. The rear foundation may not extend farther north than that of the neighboring property to t e west, 1725 North Sea Drive; 5. Th outside decking may be a maximum of 750 square feet and shal extend no farther nort than the decking of 1725 North Sea Drive; 6. No pod allow at 1925 North Sea Drive; 7. MKS's vised application will avoid and/or minimize a variances from code requiremen other than issuance of Coastal Erosion Permit as t forth hereinabove,except MKS may ap ly to the Zoning Board for a front yard varian e if needed; and 8. Inclusive of all ondition imposed by previously issued w lands permit and all customary mitigation associ ed with issuance of the CEHA permi . The current proposed site pl meets all of the above require ents of the Stipulation of Settlement and should therefore be appro d. Potential Impacts and Mitigation easures Proposed to educe Impacts Mitigation measures proposed with t is project incl de preservation of 230-245 foot wide buffer as natural beach and dune habitat, plan i g of dist rbed areas with native vegetation, installation of an I/A OWTS to reduce nitrogen loadin to gr undwater and surface waters, and installation of a stormwater management system to treat an ore runoff prior to discharge to Long Island Sound. As a result of this project design and prop sed itigation and protection measures, there are no impacts anticipated to adjacent propertie . Runof ill be contained onsite with the stormwater management system. Adjacent propert' s will be scr ned with native vegetation in accordance with the Native Planting Plan, inclu ing preservation o existing native vegetation south of the proposed dwelling to screen it fro he roadway and prope 'es south. Proposed development is in line with or landward of the line f development for the nort ide of North Sea Drive, including the adjacent properties. The Town of Southold has ocumented shorebird nesting between be's Beach and Kenny's Beach, where this stretc includes the beach on and north of the site. Stiqcifically, the Town has documented piping plo ers (Charadrius melodus) nesting on this stretch ofti each; plovers prefer to nest on the unve etated beach landward of mean high water during th�ortSea onths of April — August. Due to th existing residential development along this stretch of Drive, the landward de sig of this residence proposed in line with or landward of the existing'levelopment and> 130 feet andward of their preferred beach habitat, and the proposed natural buf there are no impacts ticipated to nesting plovers or their preferred beach habitat. Develop ent is proposed more than 30 feet landward of the dune crest, and will impact ex' ting vegeta� non the back dune.However,impacts are minimized by project design,which maxim es preservation of natural areas and proposes native vegetation in areas of disturbance. As a result of these design and preservation features, impacts on the function of the dune as a protective feature are not anticipated. D E o W E F E B 12 2026 . Project Narrative REV 2/5/2026 1925 North Sea Drive,Southold % Southold Town t�,�/5 Board of Trustees - 4 3. The house to be centered on the lot; 4. The rear foundation may not extend farther north than that of the neighboring property to the west, 1725 North Sea Drive; 5. The outside decking may be a maximum of 750 square feet and shall extend no farther north than the decking of 1725 North Sea Drive; 6. No pool allow at 1925 North Sea Drive; 7. MKS's revised application will avoid and/or minimize any variances from code requirements other than issuance of Coastal Erosion Permit as set forth hereinabove,except MKS may apply to the Zoning Board for a front yard variance if needed; and 8. Inclusive of all condition imposed by previously issued wetlands permit and all customary mitigation associated with issuance of the CEHA permit. The current proposed site plan meets all of the above requirements of the Stipulation of Settlement and should therefore be approved. Potential Impacts and Mitigation Measures Proposed to Reduce Impacts Mitigation measures proposed with this project include preservation of 230-245 foot wide buffer as natural beach and dune habitat, planting of disturbed areas with native vegetation, installation of an I/A OWTS to reduce nitrogen loading to groundwater and surface waters, and installation of a stormwater management system to treat and store runoff prior to discharge to Long Island Sound. As a result of this project design and proposed mitigation and protection measures, there are no impacts anticipated to adjacent properties. Runoff will be contained onsite with the stormwater management system. Adjacent properties will be screened with native vegetation in accordance with the Native Planting Plan, including preservation of existing native vegetation south of the proposed dwelling to screen it from the roadway and properties south. Proposed development is in line with or landward of the line of development for the north side of North Sea Drive, including the adjacent properties. The Town of Southold has documented shorebird nesting between McCabe's Beach and Kenny's Beach, where this stretch includes the beach on and north of the site. Specifically, the Town has documented piping plovers (Charadrius melodus) nesting on this stretch of beach; plovers prefer to nest on the unvegetated beach landward of mean high water during the months of April — August. Due to the existing residential development along this stretch of North Sea Drive, the landward design of this residence proposed in line with or landward of the existing development and> 130 feet landward of their preferred beach habitat, and the proposed natural buffer, there are no impacts anticipated to nesting plovers or their preferred beach habitat. Development is proposed more than 30 feet landward of the dune crest, and will impact existing vegetation on the back dune. However,impacts are minimized by project design,which maximizes preservation of natural areas and proposes native vegetation in areas of disturbance. As a result of these design and preservation features, impacts on the function of the dune as a protective feature are not anticipated. DIE IC l � V E F E B 12 202]610 �J Project Narrative REV 2/5/2026 1925 North Sea Drive, Southold , Southold Town Board of Trustees Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Friday,January 30, 2026 3:01 PM To: 'Kelly Risotto' Subject: RE: MKS Realty, LLC; 1000-54-4-20 Sounds good. At this time please submit need the things I emailed you about yesterday. I would need to further review the revised plans from AMP in order to determine if anything else will be needed. Have a nice weekend. ECza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From: Kelly Risotto<krisotto@landuse.us> Sent: Friday,January 30,2026 2:57 PM To:Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Subject: Re: MKS Realty, LLC; 1000-54-4-20 Hi Elizabeth, Apologies, but yes,we are going to have to move this to March. I'll will put those dates in my calendar and will get you the requested info next week. Is there anything else you need,or did you have any other questions? Thanks, Kelly Sent from my iPhone On Jan 30, 2026, at 2:41 PM, Cantrell, Elizabeth<elizabethc@town.southold.nv.us>wrote: Kelly, I never received anything from you so I am going to assume this application will simply be rescheduled to the March agenda. As an FYI,the March field inspections are currently scheduled for Wednesday, March 11th and the public hearing will be on March 18tn ECiza6eth Cantreff Administrative Assistant 1 Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 From: Kelly Risotto<krisotto@landuse.us> Sent:Thursday,January 29, 2026 4:58 PM To: Cantrell, Elizabeth <elizabethc@town.southold.nv.us> Subject: Re: MKS Realty, LLC; 1000-54-4-20 Thank you, Elizabeth. I will work to get the narrative revised regarding the structure sizes and will get it over to you first thing tomorrow morning. I will also work with AMP to clarify the foundation plan information and will bring to the team's attention the NYS Building Code regulations to see what we need to do to respond to that. I assume these questions mean we'll be pushed to March for the hearing. Please confirm or let me know if we should come out tomorrow for the posting/mailing packet. Thanks, Kelly M. Risotto, Principal LAND USE ECOLOGICAL SERVICES,INC. 570 Expressway Drive South, Suite 204, Medford, NY 11763 Office(631) 727-2400 Mobile (631)764-7983 Email krisottoglanduse.us From:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent:Thursday,January 29, 2026 4:52 PM To: Kelly Risotto<krisotto@landuse.us> Subject: MKS Realty, LLC; 1000-54-4-20 Kelly, As an FYI, unfortunately that USPS delivery was a new application from someone else in your office so I do not yet have the revised paperwork. I understand you are in a meeting so I am sending this email to try to clarify a few things. I apologize for any confusion I may have caused but I need more clarification. Your revised description has "raised 15tflr. Deck partially beneath the dwelling footprint,with 640sq.ft. of footprint extending north of the dwelling footprint." All I really need is the complete total size of each deck, balcony or patio. Also AMP's site plan states the first floor deck is 625sq.ft.so this is even more confusing. Maybe you added the stairs to ground? Basically what I am looking for is"for a proposed...sq.ft. 1dt floor seaward deck, proposed ... sq.ft. or L x W 2"d floor balcony. I understand there must be certain reasons this was written this way due to the court decision, but the Board of Trustees currently just need to know the total footprint of each piece of the structure. Regarding the foundation, I had to take the AMP Architecture plans you emailed me over to Mike Verity in the Building Dept.to clarify some concerns. The 9ft high foundation walls are the breakaway walls? If yes, no pile plan or helical screw plan for the dwelling was submitted which this Board will require for their review. Also, please be advised that per State Code because the ground level is 9ft. in height that 2 will be considered the first floor with the kitchen/dinning area as the second floor and the bedroom area to be the third floor. The project description will have to be stated as such because of State regulations. There may be more questions, I will keep you updated. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631)765-6641 3 i Cantrell, Elizabeth From: Kelly Risotto <krisotto@landuse.us> Sent: Wednesday,January 28, 2026 3:24 PM To: Cantrell, Elizabeth Subject: Re: MKS Realty, LLC; SCTM# 1000--54-4-20 Hi Elizabeth, Following up on our conversation (hopefully you get this lol), below is the revised project description'that should have all of the info you need. If there is anything missing, please let me know. Description of Proposed Activities The property owner is applying for a Wetland-Coastal Erosion Permit from the Town of Southold for construction of an irregular two-story 1,672 SF single family dwelling with attached garage, with overall dimensions of 107.6' x 16.7', and including the following: raised 1st floor deck partially beneath the dwelling footprint, with 640 SF of footprint extending north of the dwelling footprint; stairs to grade below 1 st floor deck and entirely beneath deck footprint, 15' x 5'; shed roof above the 1st floor deck to provide cover for the proposed 1st floor sliders,4 1' x 3.5'; 2nd floor deck above first floor deck, 18' x 10.2% 2nd floor balconies (2), each 50 SF in total area, partially above the dwelling footprint with 52 SF of balcony-- specific coverage; at-grade masonry entry patio,f 11.5' x 4'; foundation approximately 9'in height with breakaway walls except at front on-grade entry,where conventionally framed walls will be utilized; 1,200 gal underground propane tank(UPT); innovative/alternative onsite wastewater treatment system (UA OWTS) containing(1)FujiClean CEN-7 1,000 gal wastewater treatment unit and(6) 8.5' L x 3' effective depth sanitary leaching galleys; public water service connection;and stormwater management system with (4) 10' diameter x 2' deep drywells for storage and treatment of runoff from 2 inch rainfall event. Approximately 325 CY of clean fill will be used for I/A OWTS grading to achieve 2 foot separation to groundwater for leaching components. As required by FEMA and NYS Building Code, the lowest structural horizontal member is proposed at the design flood elevation (DFE) of 15.0' NAVD88, where DFE is 2 feet above the base flood elevation of 13.0' NAVD (FEMA FIRM #36103C0154H). The proposed first finished floor elevation is 16.3' NAVD88. All mechanical equipment will be located above the DFE. The height of the proposed house is 41.0'NAVD, equivalent to 35.0' above existing grade at elevation 6'NAVD88. A breakdown of the development footprint of each proposed structure is provided on the Survey/Site Plan,as well as in the table below. Prop"osed Structure'. Size %Lot (SF), Coverage Dwelling 1,672 2.6 Deck(beyond dwelling footprint) 640 1.0 1 Baiconies(beyond dwelling 52 0.1 footprint) Gravel Driveway 2,000 3.1 TOTAL 6.8 4,364 The project has been designed to maximize setbacks to Long Island Sound (245.2 feet), the beach (> 140 feet), the dune/beach ridge crest (> 32 feet), and the landward limit of the dune/beach ridge (> 6 feet). Structures are proposed on piles and elevated to meet current FEMA requirements for a VE El. 13 flood zone per map #36103C0154H (effective 9/25/2009). Structures will also be designed in accordance with standards set forth in ASCE/SEI 24-14, Flood Resistant Design and Construction,for construction in coastal high hazard areas.These standards have been adopted by NYS and the Town within their respective building codes. Wastewater will be treated with an I/A OWTS proposed in the southeast corner of the site and sized in accordance with Suffolk County Department of Health Services(SCDHS)residential standards.This I/A OWTS will reduce nitrogen loading to groundwater and surface waters when compared with traditional sanitary systems, and is the preferred environmental alternative for development in sensitive areas. In accordance with NYSDEC and SCDHS standards, the I/A OWTS is elevated a minimum of 2 feet above groundwater(treatment unit)and 3 feet above groundwater(leaching galleys).Elevation of the system will necessitate placement of 325 CY of clean fill. The system will be enclosed on the west, south, and east sides by a waterproof retaining wall with a top elevation of 9.2'NAVD and maximum height above grade of 2.2 feet. Stormwater from a 2 inch rainfall event will be treated and stored in drywells proposed south of the dwelling and in the driveway.Drywells will be elevated a minimum of 2 feet above groundwater.Total storage required for this site is 542 CF, total storage provided is 548 CF. Approximately 230-245 feet(width)of beach and dune habitat will be preserved with this project,through establishment of a variable width natural and undisturbed buffer seaward of development activities. The buffer is over 130 feet wide within the vegetated dune, and an additional 85-110 feet wide within the existing beach habitat. Areas of disturbance will be planted with native vegetation in accordance with the Native Planting Plan.Trees to be planted along the property edges include Eastern red-cedar (Juniperus virginiana) and post oak (Quercus stellata). Shrubs to be planted include bayberry(Morella pensylvanica)and beach plum(Prunus maritima).Herbaceous species to be planted and seeded include American beach grass (Ammophila breviligulata), coastal panicgrass (Panicum amarum), and seaside goldenrod(Solidago sempervirens).All of these species are currently found within vegetated areas of the property. For protection of adjacent properties, natural areas, and Long Island Sound, areas of disturbance will be contained with a perimeter silt fence installed in accordance with NYSDEC and Town standards for fence height and embedment. Silt fence shall be installed prior to the start of any construction activities, shall be maintained for the duration of construction, and will be removed after final stabilization of the site is achieved. Thanks! Kelly M. Risotto, Principal LAND USE ECOLOGICAL SERVICES,INC. 570 Expressway Drive South, Suite 204, Medford,NY 11763 Office(631) 727-2400 Mobile(631) 764-7983 Email krisotto&landuse.us From: Kelly Risotto<krisotto@landuse.us> Sent:Wednesday,January 28,202610:15 AM To:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Subject: Re: MKS Realty, LLC; SCTM#1000--54-4-20 2 Good Morning Elizabeth, Please find attached a PDF of the submission being sent to your attention today via priority mail. Please confirm receipt and let me know if there is anything else you need to place this item on the February 11,2026 Trustees agenda. I have not yet received the noticing packet for this application.Are you able to send via email?We can always pick up the poster at the Town offices the day we go out to install it. I assume that has to be this week, correct? Thanks, Kelly M. Risotto, Principal LAND USE ECOLOGICAL SERVICES,INC. 570 Expressway Drive South, Suite 204, Medford,NY 11763 Office(631) 727-2400 Mobile(631)764-7983 Email krisottonlanduse.us From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Wednesday,January 21, 2026 4:02 PM To: Kelly Risotto<krisotto@landuse.us> Subject: RE: MKS Realty, LLC;SCTM#1000--54-4-20 Ms. Risotto, I am almost finished with the initial review of this file. There are a few more items,some of which you may be able to answer via email. • There appears to be a front entry patio of some sort. This needs to be part of the project description. Please submit the size(either length by width or square footage), material and whether it is on grade or raised with steps. It appears on grade on the site plan. • Please confirm the size of the two second-story balconies. The site plans are too small to clearly read the dimensions. Is one 30sq.ft.or 50sq.ft.and the other, is it 32sq.ft.or 52sq.ft.? •' On the site plans currently in the file,on the first floor plan (kitchen, living room,first floor deck,etc.),there are three dashed out rectangles on the seaward side of the dwelling. It appears the two outer dashed lines are for the two balconies, but what is the dashed out line depicted in the center of the building? Is there supposed to be a longer middle second-floor balcony? Please advise. • Your Project Narrative speaks of a large area that is to remain as a naturally vegetated non-disturbance buffer area, however, it is not depicted on any plan. This Board requires that a call out of a buffer area needs to be on a plan. I am requesting it be added to the survey and four revised surveys be submitted at your earliest convenience. • There were some questions that I needed answered from my last email that I need answered in order to complete the Board's project description. I am finishing the details of the written description as soon as I have some of the requested details,and will be mailing you the noticing packet for the Board's February 11, 2026 public hearings. Again,you can email me the details that I am asking for. There is a site inspection date of Wednesday, February 4,2026. Please be sure to have all of the proposed staked out. Eliza6etFi Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 3 From: Kelly Risotto<krisotto@landuse.us> Sent:Wednesday,January 21, 202611:27 AM To:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Subject: Re: MKS Realty, LLC;SCTM#1000--54-4-20 Thank you, Elizabeth! I look forward to hearing from you later today. Cheers, Kelly M. Risotto, Principal LAND USE ECOLOGICAL SERVICES,INC. 570 Expressway Drive South, Suite 204, Medford,NY 11763 Office(631) 727-2400 Mobile(631) 764-7983 Email krisottonlanduse.us From:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent:Wednesday,January 21, 202611:25 AM To: Kelly Risotto<krisotto@landuse.us> Subject: RE: MKS Realty, LLC;SCTM#1000--54-4-20 Good Morning, Apologies, I was alone in the office yesterday so I did not get to review any applications. I intend on working on yours today and get back to you. Eliza6eth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 From: Kelly Risotto<krisotto@landuse.us> Sent:Tuesday,January 20, 2026 3:24 PM To:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Subject: Re: MKS Realty, LLC;SCTM#1000--54-4-20 Hi Elizabeth, Checking in to see if you have any other comments on the application for MKS Realty, 1925 North Sea Drive.AMP has made the changes/clarifications you requested last week,and I want to make sure there is nothing else before we submit hard copies. Thanks! Kelly M. Risotto, Principal LAND USE ECOLOGICAL SERVICES,INC. 570 Expressway Drive South, Suite 204, Medford, NY 11763 Office(631) 727-2400 Mobile (631) 764-7983 Email krisotto@landuse.us 4 From: Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent:Thursday,January 15, 2026 4:58 PM To: Kelly Risotto<krisotto@landuse.us> Subject: MKS Realty, LLC;SCTM#1000--54-4-20 Ms. Risotto, You are welcome to wait on my inquiry below until I get back next week and continue the review in case there is more that may be needed. I am beginning the review of your proposed project but will not be back until next Tuesday so I wanted to send this today. It appears that the AMP Arch itecture`floor plans may be mixed up where it depict the first floor(kitchen, living room, etc.)the call-out says proposed second floor plan, and for the second floor(bedrooms) it says first floor proposed plans. Maybe I am wrong assuming the kitchen would be on the first floor? It just seems the large deck is on the first floor in the elevations. Can you confirm if the plans are correct? If they are not can you ask AMP to revise and submit four stamped sets. Another question,the AMP Architecture plans depict a foundation. If that is correct, how high is that foundation,their plans are a bit lacking. Are the ground story(garage area) walls break-away or permanent? The Board will want to know this. Please have AMP Architecture show the height of the proposed structure in their elevations. It is not uncommon this Board wants to see that for new dwellings. Thank you. Elizabeth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631) 765-6641 5 Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Friday,January 9, 2026 1:08 PM To: 'Kelly Risotto' Subject: RE:Application Status for MKS Realty- 1925 North Sea Drive Good afternoon, Thank you for the email. Once the information is received if there is anything else the Board requires, I will let you know. Have a nice weekend. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631) 765-6641 From: Kelly Risotto<krisotto@landuse.us> Sent:Wednesday,January 7, 2026 3:00 PM To:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Subject: Re: Application Status for MKS Realty- 1925 North Sea Drive Happy New Year Elizabeth, Please find attached a PDF copy of the resubmission being sent to your attention today for 1925 North Sea Drive. Please confirm once received, and also confirm that the Trustees now have everything needed to place the application on the February 11, 2026 meeting agenda. Thank you, Kelly M. Risotto, Principal LAND USE ECOLOGICAL SERVICES,INC. 570 Expressway Drive South, Suite 204, Medford,NY 11763 Office(631) 727-2400 Mobile (631) 764-7983 Email krisotto@landuse.us From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Tuesday, December 23, 2025 12:07 PM To: Kelly Risotto<krisotto@landuse.us> Subject: FW:Application Status for MKS Realty- 1925 North Sea Drive Ms. Risotto, Please be advised that this application also requires a Coastal Erosion Permit as the entire project falls within the N.Y.S. Coastal Erosion Hazard Area. You did complete the required paperwork for this application, however an additional $1,250.00 is required prior to this application moving forward in a Public Hearing. The original fee is strictly for the i Wetland Permit application. Along with the requested information below, please mail a check made payable to Town of Southold at your earliest convenience. Thank you. ECiza6eth CantreCC Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631) 765-6641 From:Cantrell, Elizabeth Sent: Monday, December 22, 2025 1:14 PM To: 'Kelly Risotto'<krisotto@landuse.us> Subject: RE:Application Status for MKS Realty- 1925 North Sea Drive Good afternoon, This application is being reviewed and at this time there is missing required information in order to proceed. Below is what needs to be answered or submitted by December 3011 (due to the New Year's holiday and when Legal Noticing to the local newspaper is due) in order to be considered for the January public hearing. • Regarding the retaining walls for the I/A system,your description has that the walls to be no higher than 2.2 feet above grade, however, the site plan from Young Associates depict it to be up to 4 feet above grade. Please revise either the Young Associates plans or the description (description can be a response to this email). If revised plans the office needs four updated stamped sets of pgs. 1 and 2. Also please submit originals of this as the photocopies currently submitted,the shaded lines and structure(s) are a bit difficult to read which may cause review issues. • The Young Associates site plan depicts 150 linear feet of retaining wall, is that the entire length or a section of the wall? Please advise. • The Board requires stamped architectural plans that include all four elevations with details as well as interior construction plans for all levels of proposed work. Please have the architect depict any on grade patios/decks, first story, second story decks/balconies/entries and each structure's dimensions(either length by width,and for retaining walls length or square footage), on the plans. The noticing packet can be picked up or mailed depending on how you wish to receive it, please advise. Noticing& posting must be completed by end of day Tuesday,January 6,2026. ECiza6eth CantreCC Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From: Kelly Risotto<krisotto@landuse.us> Sent:Thursday, December 18,2025 12:55 PM To: Cantrell, Elizabeth <elizabethc@town.southold.nv.us> Subject: Re:Application Status for MKS Realty- 1925 North Sea Drive 2 Good Afternoon Elizabeth, Can you please let me know if the application for MKS Realty, 1925 North Sea Drive, has been reviewed yet, or when it is slated for review? Our office is.closed December 25-January 4. It would be helpful to know if there is still a possibility of being on the January meeting so I can ensure that notices get sent out. Thanks, Kelly M. Risotto, Principal LAND USE ECOLOGICAL SERVICES,INC. 570 Expressway Drive South, Suite 204, Medford,NY 11763 Office (631) 727-2400 Mobile (631) 764-7983 Email krisottonalanduse.us From: Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent:Thursday, December 11,2025 12:29 PM To: Kelly Risotto<krisotto@ land use.us> Subject: RE:Application Status for MKS Realty- 1925 North Sea Drive Good afternoon, Sorry for the delay in my response. Our office only just got our computer programs up and running again from the cyberattack yesterday afternoon. Regarding this application, currently it will be tentatively slated for either the January 14th public hearing or the February'llth public hearing. The office has begun putting together the applications for January, however,this application has not yet been reviewed for completeness. Once the review begins, is there is anything information missing your office will be notified of the status of the application,and possibly what is still needed. Please be advised that if the application is very incomplete it will be mailed back to you to revise per the directions that are located in the beginning of all application packets and you will have to re-submit which will place this application back to the bottom of the current pending applications. ECiza6eth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From: Kelly Risotto<krisotto@landuse.us> Sent: Monday, December 8, 2025 10:31 AM To: Cantrell, Elizabeth <elizabethc@town.southold.nv.us> Subject:Application Status for MKS Realty- 1925 North Sea Drive Good Morning Elizabeth, I'm writing to follow up on the status of review and hearingschedule for the proposed single-family residence at 1925 North Sea Drive. I submitted the Trustees Wetlands/CEHA application on November 4th; a PDF copy is attached. Please provide a status and/or timeline for review and scheduling of the hearing at your earliest convenience. Thank you, 3 Kelly M. Risotto, Principal LAND USE ECOLOGICAL SERVICES,INC. 570 Expressway Drive South, Suite 204, Medford, NY 11763 Office(631) 727-2400 Mobile (631) 764-7983 Email krisotto@landuse.us ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 4 3 Lan_ Use Ecological - p ECEJ2023 January 28, 2026 FEB '2 �K Board of Town Trustees ° y�� Southold Town Town of Southold Board of Truste PO Box 1179 Southold,NY 11971 Attn: Elizabeth Cantrell RE: Application for Wetlands-Coastal Erosion Permit 1925 North Sea Drive, Southold I SCTM#1000-54-4-20 Proposed Single Family Residence Dear Ms. Cantrell: In response to your emails dated 1/15/2026 and 1/21/2026, please find enclosed the following information for the above referenced application for single family residence at 1925 North Sea Drive: • Survey/Site Plan (4) prepared by Young Associates, last revised 1/23/2026 to include the proposed non- disturbance/non-fertilization buffer encompassing over 80%of the total site area,as well as the on-grade entry patio; • Site Layout,Floor Plans and Elevations(4)prepared by AMP Architecture,dated 1/23/2026,revised to correct the first and second floor plan labels, to show/state that the ground story walls are breakaway walls except for the on-grade entry, to provide the height of the foundation and overall height of the house, to state that the front entry patio is on grade, and to label the structures shown as dashed lines; • Project Narrative prepared by Land Use and last revised 1/23/2026 to include a detailed list of the proposed residential structures. If you have any questions or require additional information to enable review and placement of this application on the February 11,2026 Trustees meeting agenda,please contact me at(631)727-2400 or krisottoglanduse.us. Thank you. t11vincerely, M. Risotto Principal Ene. Via email and via Priority Mail 570 Expressway Drive South, Suite 204 • Medford, New York • 11763 631-727-2400 • Fax 631-727-2605 Project Narrative for MKS Realty, LLC at 1925 North Sea Drive, Southold SCTM #1000-54-4-20 November 4, 2025 Revised January 23, 2026 Project Narrative Prepared By Land Use Ecological Services, Inc. 570 Expressway Drive South, Suite 2F, Medford, NY 11763 Lazld Use Contact: Kelly M..Risotto, Principal - Tel. (631) 727-2400 Email. krisotto@landuse.us rf; E 1L J LS i � s F E B - 2026 O' Y Board of Trustees Project Purpose and Need The purpose of this project is the development of the last existing vacant residential lot within the developed neighborhood north of North Sea Drive as a single family residence (Figure 1). The residence is proposed in line with or landward of the existing line of development (i.e. pier line). The site is 63,967 SF (1.47 acres) and is zoned residential R-40. The proposed residential use is compatible with current zoning as well as the existing character of the neighborhood. h`,�`c4�'•`d �-�S<�+ � r•,,'s i °i6 :'� �r�,% ,,�y }.r,,.t 1 _`` �r"'�-w,=-..�a,�,;.F„��.. r.� ''ty 7i�r. w ^'� '� � � _ tit9�` Y' n k�Fa'F•t''r• �,r t� A �GG�';�K JW e1'i,R'�'7 '�i' g Ani•;l 4. "•; _ ! r__ es? µ ' Irl FMA igure 1.North Sea Drive existing development conditions as of 10/1/2025(Nearmap aerial). Description of Proposed Activities The property owner is applying for a Wetland-Coastal Erosion Permit from the Town of Southold for construction of an irregular two-story 1,672 SF single family dwelling with attached garage, with overall dimensions of 107.6' x 16.7', and including the following: • raised 1st floor deck partially beneath the dwelling footprint, with 640 SF of footprint extending north of the dwelling footprint; • stairs to grade below 1st floor deck and entirely beneath deck footprint, 15' x 5'; • shed roof above the 1st floor deck to provide cover for the proposed 1 st floor sliders, 41' x 3.5'; • 2nd floor deck above first floor deck, 18' x 10.2'; • 2nd floor balconies(2),each 50 SF in total area,partially above the dwelling footprint with 52 SF of balcony-specific coverage; • at-grade masonry entry patio,± 11.5' x 4'; • foundation approximately 9' in height with breakaway walls except at front on-grade entry, where conventionally framed walls will be utilized; �. ..1.,20,Q gal underground propane tank (UPT); ® C �p 2 FEB - 2 2026 Project Narrative REV 1/23/2026 1925 North Sea Drive, Southold Southold Town GS, Board of Trustees Project Narrative for MKS Realty, LL at 1925 orth Sea D ive, Southold S TM #10 0-54-4-20 ve ber 4, 2025 Rev sed Ja uary 23, 2026 Pro'ect Narrative Prepare B L d Use Ecological Services, Inc. 70 Expressway Drive South, Suite 2F, Medford,NY 117 LandUSe Contact: Kelly M. Risotto, Principal " Tel. (631) 727=2400 Email. krisottoglanduse.us F E B - ? 2026 `" Board of Trustees • innovative/alternative onsite wastewater treatment system (I/A OWTS) containing (1) FujiClean CEN-7 1,000 gal wastewater treatment unit and (6) 8.5' L x 3' effective depth sanitary leaching galleys; • public water service connection; and • stormwater management system with (4) 10' diameter x 2' deep drywells for storage and treatment of runoff from 2 inch rainfall event. Approximately 325 CY of clean fill will be used for I/A OWTS grading to achieve 2 foot separation to groundwater for leaching components. As required by FEMA and NYS Building Code, the lowest structural horizontal member is proposed at the design flood elevation (DFE) of 15.0' NAVD88, where DFE is 2 feet above the base flood elevation of 13.0' NAVD (FEMA FIRM#36103C0154H). The proposed first finished floor elevation is 16.3' NAVD88. All mechanical equipment will be located above the DFE. The height of the proposed house is 41.0' NAVD, equivalent to 35.0' above existing grade at elevation 6' NAVD88. A breakdown of the development footprint of each proposed structure is provided on the Survey/Site Plan, as well as in the table below. Proposed Structure Size(SF) %Lot Coverage Dwelling 1,672 2.6 Deck(beyond dwelling footprint) 640 1.0 Balconies(beyond dwelling footprint) 52 0.1 Gravel Driveway +/-2,000 3.1 TOTAL +/-4,364 6.8 The project has been designed to maximize setbacks to Long Island Sound (245.2 feet), the beach (> 140 feet),the dune/beach ridge crest(>32 feet), and the landward limit of the dune/beach ridge (> 6 feet). Structures are proposed on piles and elevated to meet current FEMA requirements for a VE El. 13 flood zone per map #36103C0154H (effective 9/25/2009). Structures will also be designed in accordance with standards set forth in ASCE/SEI 24-14, Flood Resistant Design and Construction, for construction in coastal high hazard areas. These standards have been adopted by NYS and the Town within their respective building codes. Wastewater will be treated with an I/A OWTS proposed in the southeast corner of the site and sized in accordance with Suffolk County Department of Health Services (SCDHS) residential standards. This I/A OWTS will reduce nitrogen loading to groundwater and surface waters when compared with traditional sanitary systems, and is the preferred environmental alternative for development in sensitive areas. In accordance with NYSDEC and SCDHS standards, the I/A OWTS is elevated a minimum of 2 feet above groundwater (treatment unit) and 3 feet above groundwater (leaching galleys). Elevation of the system will necessitate placement of 325 CY of clean fill. The system will be enclosed on the west, south, and east sides by a waterproof retaining wall with a top elevation of 9.2' NAVD and maximum height above grade of 2.2 feet. Stormwater from a 2 inch rainfall event will be treated and stored in drywells proposed south of the dwelling and in the driveway. Drywells will be elevated a minimum of 2 feet above groundwater. Total storage required for this site is 542 CF,total storage provided is 548 CF. I ® E Fn Project Narrative REV 1/23/2026 1925 North Sea Drive, Southol FES — 2 2026JLU) 2/5 •iH " ;� Southold Town Approximately 230-245 feet(width) of beach and dune habitat will be preserved with this project, through establishment of a variable width natural and undisturbed buffer seaward of development activities. The buffer is over 130 feet wide within the vegetated dune, and an additional 85-110 feet wide within the existing beach habitat. Areas of disturbance will be planted with native vegetation in accordance with the Native Planting Plan.Trees to be planted along the property edges include Eastern red-cedar(Juniperus virginiana) and post oak(Quercus stellata). Shrubs to be planted include bayberry(Morella pensylvanica)and beach plum (Prunus maritima). Herbaceous species to be planted and seeded include American beach grass (Ammophila breviligulata), coastal panicgrass (Panicum amarum), and seaside goldenrod(Solidago sempervirens). All of these species are currently found within vegetated areas of the property. For protection of adjacent properties, natural areas, and Long Island Sound, areas of disturbance will be contained with a perimeter silt fence installed in accordance with NYSDEC and Town standards for fence height and embedment. Silt fence shall be installed prior to the start of any construction activities, shall be maintained for the duration of construction, and will be removed after final stabilization of the site is achieved. Existing Ecological Conditions The subject property is undeveloped and largely undisturbed. The northern third of the site is unvegetated beach habitat to the property boundary at mean high water. The central third of the site is a vegetated dune habitat with herbaceous species that include beach grass (Ammophila breviligulata), beach pea (Lathyrus japonicas), coastal panicgrass (Panicum amarum), common reed (Phragmites australis, sparse), and salt hay (Spartina patens, sparse and in upland);a large patch of Rugosa rose(Rosa rugosa);and some bayberry(Morella pensylvanica) [Exhibit 1, Photos]. The southern third of the site contains patchy shrubs, including bayberry and beach plum (Prunus maritima); and patchy trees including Eastern red-cedar (Juniperus virginiana) and post oak (Quercus stellata). Herbaceous vegetation in the southern third of the site is sparse,mainly coastal panicgrass. Along the road edge,non-native and invasive species such as black locust(Robinia pseudoacacia) and autumn olive(Elaeagnus umbellate)mix with post oak and eastern red-cedar. Little blue stem (Schizachyrium scoparium) is also present along the road edge. Existing Dune Conditions Site topography was utilized for mapping of dune features by the surveyor. The location of the crest of duneibeach ridge is indicated as coincident to the highest recorded elevations, moving landward from the beach area,prior to sloping downward. The location of the landward toe of the dune/beach ridge was developed from a combination of following the methodology of the Bombara (adjacent west) application, as well as the grades and vegetation spanning between the two adjacent developed properties. ID � � c� " E 1 1:E:P - 1) MOR Project Narrative REV 1/23/2026 1925 North Sea Drive, Southold 3 Southold Town Board of Trustees Y Beach and Dune Change Over Time The shoreline along North Sea Drive is stable. Aerial photographs were utilized to digitize the dry beach in 1957, 1971, 1994, 2013 (post-Sandy), 2020, and 2025 (Exhibit 2, Aerial Timeline). As demonstrated by aerials going back 68 years, the beach is stable, with fluctuations of 5-15 feet between 195 nd 1994. The beach was at its narrowest in 2013, following Superstorm Sandy in October 2012, a d has accreted 70-75 feet in the vicinity of the subject property since 2013. Based on 2025 aerials a d the site survey, the dry beach area is currently at its widest sinc 1957. In addition to dry horeline, the general limit of dune vegetation was digi ' ed from aerial photographs in 1957, 971, 1994, 2013, 2020, and 2025 (Exhibit 3, Vegetate Dune Limit). The vegetated dune has act lly expanded seaward (i.e. north) 70-95 feet at the bject property since 1957. Similar to the dry s oreline,the vegetated dune is currently at its wi st/most seaward since 1957. Based on this analysis,the site t 1925 North Sea Drive is stable,with o significant coastal erosion occurring to the beach or dune ' the past 68 years for which this nalysis was performed. North Sea Drive has undergone reside ial development along its le th during this time; residential development has not affected the b ch and dune system, as e denced by the analysis performed. Development of the subject propert preserving 32,600± F of vegetated dune and the entire beach, is therefore not anticipated to ne atively impact t se natural protective features. Alternatives Considered Alternatives considered include No Action a d nstruction of alternate structure design, sizes, and layout.No Action does not achieve the go f the project to provide a single family residence for the owner of this residential parcel, an wa therefore dismissed. There have been several iterations of site layouts presented for t ' project, including prior applications to the Southold Trustees and ZBA which were denied a d appealed.A a result of the appeal process,the Supreme Court of the State of New York iss d a Stipulation o Settlement (Exhibit 4), which stipulated and agreed to residential develop nt at this site with the ollowing conditions: 1. The house may have a aximum 1,700 square foot tprint; 2. The house may hav ,400 total square footage, inclusi e of garage; 3. The house to be ntered on the lot; 4. The rear foun tion may not extend farther north than that f the neighboring property to the west, 17 5 North Sea Drive; 5. The outs' e decking may be a maximum of 750 square feet a d shall extend no farther north t n the decking of 1725 North Sea Drive; 6. No of allow at 1925 North Sea Drive; 7. S's revised application will avoid and/or minimize any va iances from code requirements other than issuance of Coastal Erosion Permit as set forth h einabove,except MKS may apply to the Zoning Board for a front yard variance if needed; nd 8. Inclusive of all condition imposed by previously issued wetlands permit an all customary mitigation associated with issuance of the CEHA permit. The eurrent�proposedtsite plan meets all of the above requirements-of the Stipulation of-Settlement and 1ould'therefore be approved inoc r Project Narrative REV 1/23/2026 1925 North Sea Drive, Southold /5 Southold Town A_: .............. . � Board ofRustees Beach and Dune Change Over Time The shoreline along North Sea Drive is stable. Aerial photographs were utilized to digitize the dry beach in 1957, 1971, 1994, 2013 (post-Sandy), 2020, and 2025 (Exhibit 2, Aerial Timeline). As demonstrated by aerials going back 68 years, the beach is stable, with fluctuations of 5-15 feet between 1957 and 1994. The beach was at its narrowest in 2013, following Superstorm Sandy in October 2012, and has accreted 70-75 feet in the vicinity of the subject property since 2013. Based on 2025 aerials and the site survey, the dry beach area is currently at its widest since 1957. In addition to dry shoreline, the general limit of dune vegetation was digitized from aerial photographs in 1957, 1971, 1994, 2013, 2020, and 2025 (Exhibit 3, Vegetated Dune Limit). The vegetated dune has actually expanded seaward (i.e. north) 70-95 feet at the subject property since 1957. Similar to the dry shoreline, the vegetated dune is currently at its widest/most seaward since 1957. Based on this analysis,the site at 1925 North Sea Drive is stable,with no significant coastal erosion occurring to the beach or dune in the past 68 years for which this analysis was performed. North Sea Drive has undergone residential development along its length during this time; residential development has not affected the beach and dune system, as evidenced by the analysis performed. Development of the subject property, preserving 32,600t SF of vegetated dune and the entire beach, is therefore not anticipated to negatively impact these natural protective features. Alternatives Considered Alternatives considered include No Action and construction of alternate structure design, sizes, and layout. No Action does not achieve the goal of the project to provide a single family residence for the owner of this residential parcel, and was therefore dismissed. There have been several iterations of site layouts presented for this project, including prior applications to the Southold Trustees and ZBA which were denied and appealed. As a result of the appeal process,the Supreme Court of the State of New York issued a Stipulation of Settlement (Exhibit 4), which stipulated and agreed to residential development at this site with the following conditions: 1. The house may have a maximum 1,700 square foot footprint; 2. The house may have 3,400 total square footage, inclusive of garage; 3. The house to be centered on the lot; 4. The rear foundation may not extend farther north than that of the neighboring property to the west, 1725 North Sea Drive; 5. The outside decking may be a maximum of 750 square feet and shall extend no farther north than the decking of 1725 North Sea Drive; 6. No pool allow at 1925 North Sea Drive; 7. MKS's revised application will avoid and/or minimize any variances from code requirements other than issuance of Coastal Erosion Permit as set forth hereinabove,except MKS may apply to the Zoning Board for a front yard variance if needed; and 8. Inclusive of all condition imposed by previously issued wetlands permit and all customary mitigation associated with issuance of the CEHA permit. The current-proposed;-site plan meets all of the above requirements-of the Stipulation of Settlement and should therefore be approved. F, �. l oc L Project Narrative REV 1/23/2026 1925 North Sea Drive, Southold /5 °.• Southold Tovdr� Board of�'ru�te®� 1 I Potential Impacts and Mitigation Measures Proposed to Reduce Impacts Mitigation measures proposed with this project include preservation of 230-245 foot wide buffer as natural beach and dune habitat, planting of disturbed areas with native vegetation, installation of an I/A OWTS to reduce nitrogen loading to groundwater and surface waters, and installation of a stormwater management system to treat and store runoff prior to discharge to Long Island Sound. As a result of this project design and proposed mitigation and protection measures, there are no impacts anticipated to adjacent properties. Runoff will be contained onsite with the stormwater management system. Adjacent properties will be screened with native vegetation in accordance with the Native Planting Plan, including preservation of existing native vegetation south of the proposed dwelling to screen it from the roadway and properties south. Proposed development is in line with or landward of the line of development for the north side of North Sea Drive, including the adjacent properties. The Town of Southold has documented shorebird nesting between McCabe's Beach and Kenny's Beach, where this stretch includes the beach on and north of the site. Specifically, the Town has documented piping plovers (Charadrius melodus) nesting on this stretch of beach; plovers prefer to nest on the unvegetated beach landward of mean high water during the months of April — August. Due to the existing residential development along this stretch of North Sea Drive, the landward design of this residence proposed in line with or landward of the existing development and> 130 feet landward of their preferred beach habitat, and the proposed natural buffer, there are no impacts anticipated to nesting plovers or their preferred beach habitat. Development is proposed more than 30 feet landward of the dune crest, and will impact existing vegetation on the back dune. However,impacts are minimized by project design,which maximizes preservation of natural areas and proposes native vegetation in areas of disturbance. As a result of these design and preservation features, impacts on the function of the dune as a protective feature are not anticipated. D E � � o �IC F E B - 2 2026 Southold Town Board of Trustees Project Narrative REV 1/23/2026 1925 North Sea Drive, Southold 515 I —_—_ PROP05ED RIDGE HEIOHTI!$� �- ELEV. +41.0' p ` 12 Lu 6 12 RR �5 LU J a R G,qH Q '0 1 0 O�ZO F E B - 2 202E a � se qt X :cU 0 O 0 4-J .,,. Southold Town .;4,`K`` •c ,�0 Board of Trustees c Om cm p M i o LO �d20 PROP HALL WA 1 i mop �� PROPOSED SECOND FINISHED FLOOR _ ELEVATOR ELEV. +26.5' 4J — ! / 1 ------J W W C F.J. PER PLAN .~� ::r - U m Q "cn - - - - n (D I_ _ II _ Q i II - - PROPOSED FIRST FINISHED FLOOR r \r- --------- ELEV. +16.5' ilia 1 � =D.J. PER PLAN F.J. PER PLAN r F.J. PER PLAN DFE ELEV. +15.0' J BFE NE 15) ELEV. +15.0' - - - - - - PROP. - - - - - - FOYER PROP. ENTRY FOYER FIN15HED FLOOR L -, `� ------- ELEV. +6.'1' _—_—_BASELINE (AVERAGE ORADE) ELEV. +6.0' PROPOSED DWELLING SECTION SCALE: I/4" = I'—O" Qi n v w to d c z 1- I p[ V_ I z X ILL I IF- OC n I m V n f w v m l a QI I>: PROJECT: wIw �o — QX ° W Q I ntL L V vd I� � MKS REALTY ; owl z ►L 1 � RESIDENCE w jO0 o 71 oI Qz w ; vn z�z w xn z< oo Q ;z N QL' Zz 1925 N SEA DRIVE IN to NIN I_j I I I I 1 I I I SOUTHOLD, NY 11971 I I I I I I I I I I I I I I II 1 I I I I I I I I DRAWING TITLE: I l i PROPOSED SITE SECTION PROPOSED DWELLING SECTION 1 I I I I I I II I I I I i I I I I I I I I I 11 I I I I I I I I I I I I I I PAGE: FIRST F.F. 1 I I I I I I I I - - - — - - - - - - - - - - - - I I I I I it DFE „ i EL.=q.56' „ I I I WTL E 8 0 EL.=8.0 .k'il ( F, 1 I_r Ii. �t,11J �1 ,, latr ;:, -- _° -,,�i,, J T ¢�,-,� � fn i-r, �.t. Y^ I ;, T?'.-t,_Tz.; � -.. �-! �i' N.i� W N 4�•rr _I � — �i'-d r ;�.... _ .'I - _ _ _ L-� � _ r_,, h, - d,. DATE: 23 25 1/ / PAGE 10F 1 - `T�- - 1. r •i4 I. - ,I- J -il 7 P- `! .I. � PROP05ED DWELLING WITHIN THE REGULATIONS OF THE SUPREME COURT OF THE STATE OF NEW YORK, COUNTY OF SUFFOLK STIPULATION DATED DULY 18TH, 2024 FLED A M. o ti PROP05ED SITE PLAN CR055 SECTION * -- SCALE: I" - 20'-0" 9j. �37445 y0 �OF N6`� I SITE LAYOUT NOTES: ` I. TH15 15 AN ARCHITECT'S SITE PLAN 8 15 PROJECT/ ZONING DATA a 5U5.JECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION L O O ISLAND SOUND w z y TAX MAP# 1000-054-04-20 Z m a 3 REPRESENTED ON THI5 51TE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. ZONING DISTRICT R-40 CONFORMING z LANDWARD LIMIT OF TIDAL 'J 2.5URVEY INFORMATION WAS OBTAINED TIE LINE ALONG APPROXIMATE N N O W FROM A SURVEY DATED NOVEMBER 25, W LOT AREA 1.4 ACRE5 HIGH WATER MARK AS LOCATED WETLANDS A5 DELINEATED o z J 2020 AND PREPARED BY: BY US ON I I/25/20 BY US ON 11/25/20 SUPREME COURT OF THE STATE 601105/2023 ;O i/IS/24 OF NEW YORK STIPULATION LL w YOUNG b YOUNG SURVEYORS o w 400 05TRANDER AVENUE VARIANCE APPROVAL PENDING >> 'm a RIVERHEAD,NY 11401 - (631)-12-1-2303 - .....�_�_�_�....�s�....�.�_�___ FEMA FLOOD ZONE ZONE VE (EL-13) 1 z-wo<w EWjTLAS DISTRICT PENDING =�z w' I I O LL O W U DEC DISTRICT PENDING }o FtEDA I C J=0 A H a $ E C I N M SUFFOLK COUNTY HD APPROVAL -----__-- OF BED. N o S 3 M. Oy 1 , I L E p U OaoNa I50' REAR YARD SETBACK I z y O z~~o =en.' 0 ------------ ------------------- nJ N w z a w a o * I I PROPOSED PROPOSED f w u k z u ZONE I EDGE OF I , F E B - 2 2026 CONDITIONED OR055 z=3 z zo �c ZONE VE (EL-16) I BEACH AREA AREA o W N 22-— 2 it ZO -— o NE __ a 5 ve � _ W�=ZWW 9� 3740 Q (EL-13) GRASS 1 O i:C' Z F A I -—_—_—_ —- I c {A > BASEMENT AREA 150 S.F. I?5 S.F. c w 3 OF N� 0 1 -------- ---I-uj- 2 Southold Town7L z o U] ' r � FIRST FLOOR AREA 1,4g8 S.F. 1,6'12 S.F. W Z rn I I 0 A Board of Trustees _ r ' rrfi C SECOND FLOOR AREA 1,411 S.F. 1,552 S.F. o In a g i I I AREA TOTALS 3,059 S.F. 3399 S.F. rn 3 2 N >x p1 0 cn I ZONING REOULATION5 MAIN BUILDING _ _ L >-7 D o I z M 2,171 I SOUTHOLD TOWN_ CODE CHAPTER 250;ATTACHMENT 570 BEACH ORA55 — c D I ��Cl N I PROPOSED COMPLIES U r D A I O IfNil O rn I MIN.FRONT YARD —) -L (AVERAGE;50' 452' 452' YES T A r I A'� I PER CODE) Y M i �n EX15TINO CREST OF min 1 U rn 3 iT DUNE/BEACH RIDGE 7C I MIN.51DE YARD 15.0' 46.2' YES L PROPOSED 2ND FLOOR MIN. COMBINED Q 3 , I BALCONY SIDE YARDS p) 55.0' 92.4' YES ul I I MIN. REAR YARD 50.0' 224.3' YES 0 > , I PROPOSED DWELLING y LANDWARD LIMIT OF FOOTPRINT I MAX. HEIGHT 55.0' 55.0' YES ' DUNE/BEACH RIDGE , � PROPOSED DECK I I-SUPREME COURT OF THE STATE OF NEH YORK,COUNTY OF SUFFOLK HAS INDICATED THAT THE HOUSE Q 1 MUST BE CENTERED ON THE LOT ACCORDING TO THEIR STIPULATION DATED DULY IHTH,2024([Nmx NO. PROP05EP 2ND STORY ABOVE i I 601105n025) _— DECK SETBACK LOT COVERAGE- — GE - -- I POOL _�__—_ ' PIER LINE _—_ i _ I SOUTHOLD TOWN CODE 2&0-124 ZONE VE_(EL_15) _—_-- -- - --_--- - 88.T' _ ___ _ _ ZONE VE (EL-15) i �' , ZONE AE (EL-12) I DESCRIPTION (FOOTPRINT) AREA COVERAGE ZONE AE (EL-12) r I --�--- r w N 2 STORY FRAME HOUSE i l o I.6' - I 2 STORY , ~ w > 0) EXISTING 45.2' AVO FR T� J I FRAME HOUSE I TOTAL LOT AREA 58,936.0 S.F. Q Z p `� ww ¢ z STONE EVERGREENS YARD PE I I BUILDABLE AREA I6 665.0 S.F. N N d DRIVEWAY TOW , BRICK I PROPOSED DWELLING N L{J Z O EXISTING SAND, ODE I DRIVEWAY 1 FOOTPRINT(') I6i2.0 S.F. IO.OS�iLo LOW BRUSH & SCATTERED 280-I 4(A) I PROPOSED RAISED DECO) 640.0 5P. 3.5% O 0 LL S TREES �1 PROPOSED BALCONY 50.0 S.F. 0.396 N �_ — -------_—_�fi TOTAL AREA OF ALL STRUCTURES 2362.0 S.F. 14.25g � I a SEE YOUNG A5SQCIATES_5.1 RVFy EOP___-- ___- — ------___-------____-- 1ANDWARD LIMIT OF NATURAL MAXIMUM LOT COVERAGE ALLOWED: 2096 FOR SEPTIC, DRIVEWAY AND _ PROTECTIVE FEATURE AREA LINE I-SUPREME COURT OF THE STATE OF W-H YORK,COVNrY OF SUFFOLK HAS INDICATED THAT THE HOUSE MAY VEGETATION LAYOUT NORTH SEA DRIVE AS SCALED FROM COASTAL HA`X MAXIMUM OF I,TOO S.F.FOOTPRINT ACCORDING TO THEIR STIPULATION DATED uLY 18TH,2024 (iHOFx NO.touasaon) EROSION HAZARD AREA MAP 2-SUPREME COURT OF THE STATE OF NEW YORK,COUNTY OF SUFFOLK HAS INDICATED THAT THE OUTS IDE N DECKING MAY HAVE MAXIMUM OF-50 S.P.ACCORDING TO THEIR STIPULATION DATED LLY I&TH,2024 M ( PROP05ED 51 TE PLAN NO ��) SCALE: I" = 40'-O" a a I L o a PLAN NOTE: SUPREME COURT OF THE STATE OF NEW YORK, COUNTY OF SUFFOLK HAS INDICATED THAT THE HOUSE MAY a OENERAL SYMBOL KEY: HAVE 3,400 TOTAL 5QUARE FOOTAGE, INCLUSIVE OF GARAGE ACCORDING TO THEIR STIPULATION DATED Ss /1 JULY 15TH, 2024 (INDEX NO. 601105/2025) m W ffi 1—1 EXISTING TO REMAIN NEW FOUNDATION WALL FLED A i I-W.3 O O w J ti NEW WOOD FRAM£ hrs-ri NEW PLUMBING WALL Z 0 w U QaK(11 A 0 J W J O w O Z 03740� Q��c F E B - 2 2026 fD m a w c�.�o3w >_ Fpp oIf W 1 Southold Town p �` _ a w= I _ _ Board of Trustees >zZ� y� ey LS—RM Or LINE- - - - ( - - - � oP I 1 Ca,a RQ'Y ABOVE ^ o. OBOVE r ABOVE r — — — — — - - - — Wx ILI] rGx NBALCY ¢- - - - - — —rABOVEp Q y a wx a x II w ZawQO Q 13'-0' 10'-{kj' 40I4' I'^ 4'-7' IS'i' I 9'-d' —{ N w k O Q r =K> O w?�Z Z 'ry YVO - IS'-10' lOi.W12'DEEP 6a sP o D Q w FROPOSED 3 fa4 C 0.—i-5 I a s i� ^ eoaccAE n 4 yT� o Z m W a a III __'III in_ � 4'-6' 4'-OJ4' I I I I � b c "' o � \ sImc] 7 �� —$ V V �n F �ooaTHROWN I VENTNOOD iil o KITCHEN d I �v ^ I L j 11 e ROOF _} >a>P I I }v a PROPD ED a � ^ L ly J o j _ vn — I =4 x FLUE'NPIREPLAOe I °-O _ BATH o �u 3'-IO' -�'--jY--- ,i y 9-'-G�3Q"!S�'-0�• ^'+: T' ,I. pa PA4°N•T-,rRV Y• lOY n}z_'-sJ4' vns vey z^•—`.1#—e S'I t\y z D—/H I#Iz'�4 - 6' n I a�II D VIM IN_ I G D'D g M I1� I✓Q PROP. nROOM m 46 SF. @Am.OR �•VEEP\ _ y D•-I•P�R�E. S •4 - s �qypr- pplopoelm BOOKCASE tV W,{f M O T 4'-4•LLT � 6'r BUL MZ mmWmWj U PROPOSED F I R5T FLOOR PLAN L 14g8 S.F. HABITABLE AREA ; 16-12 S.F. GROSS AREA SCA1-E= 1/&'= 1•-0• Q (n 0 er-4• Q I I IIIIIII i ,F.I., j I 7 76'eyj' rs,w>G,rsee TO Be FINALIgD IN GD FH45E) L _ LU J \ eI II•-,• \ W > m L) e I SLAB ON PROPS' KALL5 cKA7 —� U SLAB ON Q Z � �- 6RpDED�E To BE 9 ':°s - --+ Ys GRADE TO BE W,LLS m'PJ W W ATWN Q Z = t BREAKAWAY W KILLS(TYPJ ;^ Z Q Y W In O _ F _ — ` I _ ELEVATOR I I O e I O N BReAKAKIY BREAKAKAY I I ((a KILLS(rrPl I r•W.La(rYP) d 22M O i PROP. a IFOYER f BU IN LT O WILT ry O z SWLO M 14'-0' 6'-I' 13'-4' b'-I' 11'-4- 14'4• S42 11'�' b'-I• D'-4• 6'-I• N M N ' CN PROPOSED BREAKAWAY PLAN (ON GRADE) w w 0 150 S.F. HABITABLE AREA ; 1-75 S.F. 6RO55 AREA SCALE: 1/5'= 1'-0^ o a a PROPOSED RIDELEV.e41A' W S Y �EDA LrI II IT I =Cw NNW}_ U QQ�UI �rHill I Ill- O LLj�aF W J y a37405 �Fzma m�a3¢ TFo o=zgm z 5 o¢N— J<�W Q aazo= IO PROPOSED 5EGOND FINISF�D FLOOR W MIN. � - ELEV.-265 z O 0.W U Z 3 II zw0�'a o .Z o w _ 3 NQ,oNa 1fl R orn _ �I�� m z<ZW<c E0 w �=3ao E V E L 0 0 0 0 0 o PROPOSED FIRST FINISHED FLOOR W Z=Z lil I III �ULILIUMIAlIft''111111 � <N3cs¢ zzooF F E B — 2 2026 _-_-_- s Z~ILIw DFe aZ�V,cs e EL.EV..15.0' a w In a o PROFOSW BRPAKARAY m - ELEV. . 15) �ooacwi HALLS(TTP.) L e m -� PROPOSM 5REAK/.HAY _ ELEV.�13A' .1 M-Ls(T•PJ _ e _ coNJEMIONALLY y Southold Town ,;; LOHJENTIONNIY FRAMED HALLS FOR ON MN-ED KALLS FOR ON FiRADP FxrRr Board of Trustees 6RAD ENMY j N L e J _ P�FOYER FINISim rLoozAlik BASELINE A FI N.WD' U PROPOSED RIGHT ELEVATION PROP05ED LEFT ELEVATION D N SCALE: I/8°= 1•-O° SCALE: 1/W= I'-O" _�_-! + U � Q c� N IW' a•-V4' II'd• b'-6' PROPOr�ED 6ALcoNY y-{ 5 DD�BP 9• 14'-D• 14'-I�� q*WY Sox 642 F--- ' I ro• +] I. i I 15'�• aoys T'O' - - _ a• 4' BED BEDROOM ROOM 4' FAI. n i SOP. - Y1• I ___�" I � s t-ter•-•--' .•- -� _ — _ 9 ~ ROOM7'-II PROPD5ED 6g INx -ate. OO _ -O_ MPJT>52 � — 1 ATTIC O O• HV'OL6. FROR MASTER S @ _ S ATTIC tPP�LLMLLyy � _ SWGO PROP, S BATH, 'S BATHROOMI _ — — — — — — J RILL „ r'I n ____JI LADdEfL QL. b 'fix c 1 6LJ N �sg —s= ,x � ) a 5W r — L �L J W > 1-i Z La TR3FINf5HED��NDITIOTJ£7 _f4i\`//gym `ak... _ _ _ _ - (31 -.__..r_ — L J W W Q Z `. :1 nex �x Q p r ar d4'F It—sue to-i _ . ;a I— i s 4 s IL1� Lf/LiYyLL. N =:: i o a L2,u �� n I.= co n 1 N W Z O 24 s'o :'H'v cx � s s N.-415. I 4 Y 0ilL � _ _ o �k_�.-S• �'-•Vs• T'�• s'-s•�l Flo'IY2' 5•-4-�1—s•-4• 1 H•-u• N yy 5'-4•+5'�• la-L1j• 9'-4• n•-T• n'-'1• < o (L 0 • I a PROPOSED SECOND FLOOR PLAN Incli M 1411 S.F. CONDITIONED AREA; 1552 S.F. 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Fill is proposed to raise the elevations in this area as depicted on the survey/site plan, and as a result, the proposed sanitary system retaining walls will not exceed a height of 2.2 feet.Top and bottom of wall elevations are also noted on all sides of the wall.Please note that the total wall length is 150 LF, with±51 LF on the west (driveway) side, ±35 LF on the south (road) side, and±64 LF on the east side; • Floor Plans and Elevations(4)prepared by AMP Architecture, dated 12/23/2025; • $1,250.00 CEHA application fee(check#1203); • NYSDEC Permit 41-4738-04853/00002,issued 12/26/2025 (1 copy). If you have any questions or require additional information to enable review and placement of this application on the February 11,2026 Trustees meeting agenda,please contact me at(631) 727-2400 or krisotto@landuse.us. Thank you. S ncerely, e ly M.Risotto Principal Ene. Via email and via Priority Mail 570 Expressway Drive South, Suite 204 • Medford, New York • 11763 631-727-2400 • Fax 631-727-2605 SITE LAYOUT NOTES: I. THI5 IS AN ARCHITECT'S SITE PLAN d 15 PROJECT / ZONING DATA a SUBJECT TO VERIFICATION BY A LICENSED I }� }� I z SURVEYOR. THE INFORMATION q RED A y /' 1.�O I�l I I�l I TAX MAP = w g 1000-054-04-20 r w a REPRESENTED ON THIS SITE PLAN IS TO THE C�� M' oR ARCHITECT'S BEST OF KNOWLEDGE, o o w, ZONING DISTRICT R-40 CONFORMING * * LANDWARD LIMIT OF TIDAL �aa3 2.SURVEY INFORMATION WAS OBTAINED TIE LINE ALONG APPROXIMATE LOT AREA 1.4 ACRES w FROM A SURVEY DATED NOVEMBER 25, WETLANDS AS DELINEATED z o w 2020 AND PREPARED BY: > a 2 HIGH WATER MARK AS LOCATED o z M 9� 374oy �� BY US ON I I/25/20 BY US ON 11/25/20 SUPREME COURT OF THE STATE 601105/2023 ;07/18/24 Q< a w YOUNG d YOUNG SURVEYORS FOF NE`� OF NEW YORK STIPULATION LL o s r, w ra 400 OSTRANDER AVENUE VARIANCE APPROVAL PENDING >> m a RIVERHEAD,NY 11401 _ (631)721-2303 m o 0 3 w m w a s w _—_--mac -��_��_�� M FEMA FLOOD ZONE ZONE VE (EL-13) I-~1z E ' ------FrJA' zc�oaw a z oWETLANDS DISTRICT PENDING a LL 01 1 2 2026 DEG DISTRICT PENDING >-�ZzC �Y L Lam_ Zw2wa B E A C H I lP SUFFOLK COUNTY HD APPROVAL _- - OF BED. o 82 1 w�_o3 � r f o� r z Southold Town a S r 0 m ---- ---- 50' REAR YARD 5ETBAGK -- I z Dom. - - a a LL ' Qi 02 Board of Trustees w zawQo ZONE ' --- -- EDGE OF I CONDITIONEDPROPOSED PROPOSED o W 3 z z (EL-IC,) � AREA AREA Zo � I BEACH � -n w =Z� �O w-ao A —._----------------- GRASS --aM� BASEMENT AREA 150 S.F. 175 S.F. z¢oaa FIRST FLOOR AREA 1,498 S.F. 1072 S.F. z } I DA w2aoa ' frll SECOND FLOOR AREA 1,411 S.F. 1,552 S.F. o o a a I > r O I I m N AREA TOTALS 3,059 S.F. 3 399 S.F. r , y3 z I �I - � lP I ZONING REC-7ULATION5.MAIN BUILDING 1 � D o I 3,d XId _ - z rn z rn I 5OUTHOLI7 TOWN CODE CHAPTER 280;ATTACHMENT 5 _ A 1 m I D BEACH ORA55 ,„ D 1 +j X 0 NIA U A U PROPOSED COMPLIES MIN. FRONT YARD -j m D AI O 1 O I I ' (AVERAGE;50' 45.2' 45.2' YES T r Y rn 1 rn EXISTING CREST OF r�n I PER GORE) T DUNE/BEACH RIDGE n I MIN. SIDE YARD 15.0' 462' YES rn I — ' PROPOSED 2ND FLOOR MIN. COMBINED Q 3 I I I BALCONY SIDE YARDS (I� 35.0' 92.4' YES n 7�p I I PROPOSED DWELLING I ul MIN. REAR YARD 50.0' 224.3' YES LL Q y LANDWARD LIMIT OF FOOTPRINT I MAX.HEIGHT 35.0' 55.0' YES ' DUNE/BEAGH RIDGE 1 ' Q PROP05ED DECK I I-aLP� COURT OF Tfg STATE OF NEW YORK,COUNTY OF SUFFOLK HAS INDICATED THAT THE HOUSE ` 1 MUST BE CENTERED ON THE LOT ACCORDING TO THEIR STIPULATION DATED,LLY IHTH,2024(INOPx No. PROPOSED 2ND STORY ABOVE ' I i I aonosno2s) _— DECK SETBACK ' LOT COVERAGE - — ------- - --- - -- I - POOL _ — ------ ---------- ? PIER LINE_—_ i _ i 50UTHOLD TOWN GORE 280-124 ZONE VE_(EL-13) _ ZONE VE (EL-12) DESCRIPTION(FOOTPRINT) AREA —---—-— COVERAGE ZONE AE (EL-I2) -- - ( � .� -- � - ---�--- 1 --- - -ZONE AE (EL-12) I �LOT w ti 2 5TORY FRAME HOU5E i - 107.6' - I 2 5TORY 1 W > -— —- - - - - - ' FRAME HOU5E I TOTAL LOT AREA 58,936.0 S.F. Q Z p `i EXISTING 45.2' AVG FR T� I ' W W a z EVERGREENS YARD PE STONE I I BUILDABLE AREA 16,665.0 S.F. � 0 DRIVEWAY EXISTING SAND, Sfol ITTON i BRICK I PROP05ED DWELLING N W Z O LOW BRU5H B ODE DRIVEWAY , FOOTPRINT(1) 1072.0 S.F. 10.0% `S � N � SCATTERED 280-I 4(A) ' I PROPOSED RAISED DECK(2) 640.0 S.F. 5.5% 0 0 LL 1 1YS.TREES �� PROPOSED BALCONY 52.0 S.F. 0.390 ______________ ___ o_______ _ _ _________________ _ _____ 1..___ ___ _ OVERHANG( a ---- ------ ' -----.— — ------------- '-------------------- ------ ---___A� -- ---- TOTAL AREA OF ALL STRUCTURES 2364.0 S.F. 14.2% 0 (L EOP MAXIMUM LOT COVERAGE ALLOWED: 20% SEE 'CO.UNCzA550GIALTES-_SI)RVEY ------------- --------------- ------ ---------------------- ANDNARD LIMIT OF NATURAL FOR SEPTIC, DRIVEWAY AND PROTECTIVE FEATURE AREA LINE I-wmEFIE=?RT OF THE STATE OF HEN YORK,COUNTY OF SJFFOLK HAS INDICATED THAT THE HOUSE MAY MU HAVE MAXIM OF 1,900 S.F.FOOTPRINT AC,ORDINS TO THEIR STIPULATION DATED XLY 18TH,2024 VEGETATION LAYOUT NORTH SEA DRIVE AS SCALED FROM COASTAL (INMX NO.601105/2025) EROSION HAZARD AREA MAP to N M PROPOSED 51 TE PLAN a � ..0 SCALE: I" = 40'-0" a o a �p W GENERAL SYMBOL KEY: FtEDA ® V 5� W .t 1 swam r=l Ex15nme TO REMAIN lri� NEW FOUNDATION WALL ��5�Ny m o i 0 p N 3 m W Fz Fa JAN 12 2026 �ux J J � d� NEW WOOD FRAME Ise-sx� Ir8'i PWFi81N6 WALL 0 w K�W r� U Za J V L 9j 037405 02 r ci d a w FoF ss��y ;:_: Southold TownL: W W o F Q Board of Trustees J Z >?'mwa w mIa5w> O x Z J l Z O Q • 4•-�j• 11'-0• b•-0• � J Q Ix-•W Q Q LL Z O 906* T kb' µLi • ,. 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I■Iu1 i� • ,: m,1u11■luml mmll■nuI■IIIQI IQ■Irl In • nuumnlln nmmmmmlul umll , uncn cn e _�1!t■Illmlll�ir�.�arnnir�.�ar�■�arlll/I■III/I■Illmllnirn�.ullllnl Ilrl Cl — — ,; - I — I me � (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY UNES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO 13E USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(D)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSOTUTION.CERTIFICATIONS ARE NOT TRANSFERRABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS N / 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 651.727.2505 fax. 651.727.0144 LOT COVERAGE TEST HOLE admen®youngenglneering.com / BUILDABLE AREA=16,665 SF BY McDONALD GEOSCIENCE PROPOSED DATE:11/20/20 4�� EL=5.56 0.0' FRAME HOUSE&GARAGE =1,672 5F RAISED DECK =640 5F P F1Ei FINE BR Howard W. Young, Land Surveyor BALCONIES =52 5F COARSE SAND Thomas 0. WOlpert, Professional Engineer W/10% Douglas E. Adams, Professional Engineer TOTAL = 2,364 SF(14.2%) GRAVEL Daniel A. Weaver, Land Surveyor 00 q / 4.60 6 U nn�. . - SITE DATA / ♦ -' � WATER IN PALE 11�w^ " ♦ BROWN ♦ COARSE RSE AREA - 1.3530 ACRES OR 58,936 SQ. FT. SAND �/ ,�h� �,'� �,'' ♦♦♦ �%/ ' \ (OAP// G1 *BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN AS SCALED FROM FLOOD VEL �tK / , ♦ ! (SW) INSURANCE RATE MAP PANEL NO.36103CO154 H LAST DATED SEPT.25,2009. ♦ _ ,' ,' j 4.68 /O l�/J� P�'o �,' �,' ,♦ (�' /,/ �s J *0' ` ,p 1L°' * VERTICAL DATUM =NAVD(1988)♦ G O0 G , , ,♦ , i ) O�14 �Q °/' \ 61C` * DEPTH TO GROUNDWATER =4 FT P�g�'\ / �/ /' ♦♦ ,i i X 5. /' ,' /h9 o o^fjj �p� * HIGHEST EXPECTED GROUND WATER ELEVATION =1.7 P� /� ,' ♦ %ri /' RBF'/ /' /' +9 7` o * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =5 O P O O � / ♦ , ' / ' �A c P� 5 ,�'� '� O Otih ,' ,/ ,�i ,/ /,' i �16 Q6/ Q- J '0. '�' `L ,'� , / +8.58 �' �'T * MINIMUM REQUIRED I/A OWTS CAPACITY =550 GAL 'J S ,P�O°l� ,' �/ ,♦ ,!*s.os ,' �/' ,f, ,' cGf� ~!/s ,�� \ * PROVIDED I/A OWTS CAPACITY =700 GAL .�. / QO �O O� ,' �� ,' ♦ ,'i r ,' ' , J �y�i�� / * LEACHING SYSTEM REQUIRED =400 SFSWA ��('/ �PyP Jy ,/' v,`` �/ ,♦ %ii ,' �/' ,��+8.75 Atiaio� \ / * LEACHING GALLEYS PROVIDED =477 SFSWA / ♦ , ,/ j ,%/ JP � �♦ ��'6.92 A '' / A9.37 0♦ / O / r,+8.95 v j♦ �� / h IMP ♦ O ,r,P / P�' <t, ll ♦/��,' �rs7ss / U� +8.51 � tip°`'o`` �P �`` �I� �g4 yP� �Qr`�r� / Q-AZ, ENGINEER'S ENGINEER S CERTIFICATION /' /' ♦♦�' %%,� /� / �'� y�QQ hG\QJ� /,,�Q� // � gt�0 �'y / 0 ci,P�,�� "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL c, /9.56 /' 7j`Ir `� /��i' �L O t1` 'C Q P P� ♦ `U` o`'`.Y OQ,�, '� ,tJ �� SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY `p / / , 78 DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 OIL, 'r ♦' QO�y � 0 OP Q ' /' k �f / I ,/ Qa a.2s , ♦ g / QO ,��P SITE AND GROUNDWATER CONDITIONS,ALL FACILI FM �� _ / / ♦ tea' 9 yaP O�P CONFORM TO THE SUFFOLK COUNTY DEPARTMENT tiS Py i ,`� \' +�0-4- rc�E 05 O 6.33 �� 6 s �O�' O P CONSTRUCTION STANDARDS IN EFFECT AS OF FLU" ,,,._ C�;�Y ;�• I + \ �\ / 0 /, +6.6d°�O % ♦, / Q !7L '� , Yr -C Q' i i \ +5.36 / +8.39 �' � o / I � � � G P F- �:°s•�:r� St0 I/ 5.75 / / \ \ +8.37 '� 1 vP / °�' ` /� , 32 e x: r ♦� k, i / / P/O� \ \ / , Ifo.zo l/r +5!876�• 3 b. G .F rs.ss ♦{ 1 I 1 Q�o r 1 ♦ '' `ti'�` i,o\/ 7.44 +6.39i O�/tvP O \ \ , , / / _ / 1 a' r O ♦� CG ♦ ` r":0,.- 7.59 / ,�Gi 6 /PO- 10 \ /� /1 / /' - 8.4 < "� M o9 �� f / �O O 148-3 re. + .55 \ HOWARD W.YOUNG,N.Y.S.L.S.NO. A 1 / ♦ ,a s.ss c .c ♦ \ ` THOMAS C.WOLPERT,N.Y.S.P.E.NO. I� %/ // /' �'J� (� / / \�� / - .� b' „bb 5.42 �, ` I 74 +7.68 / �� ` Q 1.- ♦ k.0i O �' p� / 1 /''�� / I +97♦ / O DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 �+�.sa �g'/ ,r, (� +�s.i 5 1 �� ' 1 �� I ♦ ' °� Q1 , L n ♦ v // ,/ 40 P // S O / �/l 8.52 . �/ / _ ♦9g (�i 1 Q) �� ♦ 0 v / Q , � o °� ♦ -(s.s8 / / +7,81 O O �"�-- / +s.�a ��/ '4 P I ti 7.ss� ti CMF ti ♦ , ,/ h ,� a��3 / ,// ,yy�b3 �/ O ./ s. e ,q'^ `P�T��\' SURVEYOR'S CERTIFICATI a �� RBF / / / / Q- P G) �1'a / //(/ i j /1:{-\. / �'6.6x O TH I �1 0 / / / / 1 +�, 2. ., , +6.9/ , �/ �P OS, ` , Ib.o7 - /, �P. �� WE HEREBY CERTIFY THAT THIS SURVEY WAS PR RE 4s.10 /;� D 8.8s+ / i1 49,�' r ' �J 32• .� WITH THE CODE OF PRACTICE FOR LAND SURVEY DO K 00 iol I /, / o / y ^•by ' Q- ,�,'�� + , 7,34 Q \ STATE ASSOCIATION OF PROFESSIONAL LAND R ,� ;;-•-,., ,� �- R 8.2I % ti � ♦ ~Oa/ b� q�v� gti�o q�� O .` rn - {j 00 i// 1 ,/ / / / : ♦2 c� _ OOJ�!x Fs, '' 'A.. G 01 68/ o )ti /,wok�a, / ��/5.♦ , Q o�ti EXITING � G�14). ell6�^� +8. // / /e , z0 1 >b F5.99 VEGET�ITION ' a'� �• 6 Iti�,/�. !,9 93 04 LEGEND !? r +6.45 ,/ 6�,//�- per, TO R�MAIN QQ 1' y��' - eo '0�0 HOWARD W.YOUNG,N .L.S.N . 5893 O v� 99• /' I ,' ,� ,' �,5 ♦ l , a` DANIEL A.WEAVER,N. .L.S.NO. S U R %6 / 0771 CMF =CONCRETE MONUMENT FOUND �F,/ or. `1'l , ,/, • h� 4, �Q ,;o / , ,� / EOP =EDGE OF PAVEMENT Q o , +9'3i ,' ' ,' / 07 �9 ^. . 1' /ra > +5.1 , / 7.15 / �v FE =FUTURE EXPANSION �L; 'IJQh'�e„/ 7.96+I79 '\ IPF =IRON PIPE FOUND ",3 9Q �' �, / +�s.03// ♦♦5. � h J�7 ® vs SURVEY FOR LG =LEACHING GALLEY 6j• 1` 6.95 / I / ♦ / !, JQ`O OwTS =SANITARY TREATMENT UNIT cl�Q �Bo 6.. s f+5.6y♦ bti +5.13 �/ /' / �. MKS REALTY, LLC. UPT =UNDERGROUND PROPANE TANK JE h76 ♦ 1 WMR =WATER METER erJ Q'yQ / WDF =WOOD FENCE s ♦ �' '\ / WSF =WOOD STAKE FOUND / S ♦ \ +5.43�\ 5'S+ /'6 - 7"04 QA� / at Southold, Town of Southold `�> =UTILITY POLE / t% Suffolk County, New York s // �,Jh� �� 59 �� A.,��,� BUILDING PERMIT SURVEY -9 DRAINAGE CALCULATIONS (I P 41' WSF P / HEALTH DEPARTMENT USE k1 ♦ �' !�� 4 g!0� 6 'r" 7.07 / V'� , County Tax Mop District 1000 Section 54 Block 04 Lot 20 o TRIBUTARY 1 VOLUME REQUIRED ♦♦ �� 9y /' ' 13� FIELD SURVEY COMPLETED NOV.25,2020 � DRIVEWAY:1,053 5F x 2/12 x 0.60 =105 CF ♦ 7.s4 MAP PREPARED JUN.25,2021 ROOF:982 SF x 2/12 x 1.0 = 164 CF ,♦ �O / TOTAL REQUIRED = 269 CF / 4/1. Record of Revisions VOLUME PROVIDED ti��v jh/ J REVISION DATE USE LF#1 / )) � nn [� NOIA#1 NOV.12,2021 (2)10' DIA.x2' DEEP DRYWELLS =274 CF �� ' �' �� / , 1', D V E NOIA(APR.20,2022) APR.27,2022 elf ' BP DATA OCT.14,2022 tio`'� ,��P BP DATA NOV.30 2022 TRIBUTARY 1 VOLUME REQUIRED ,♦ ~ '��// �P'�" /Ja \ BP DATA JAN.05 2023 DRIVEWAY: 1,045 SF x 2/12 x 0.60 =105 CF ♦ 4') / `' JAN 1 2 2026 BP DATA OCT.10,2025 ROOF: 1,005 SF x 2/12 x 1.0 =168 CF �^ NOIA#2 NOV.25 2025 TOTAL REQUIRED =273 CF ti� GENERAL DEC.22,2025 C / / Southold Town ;r4h'��' NOIA#3 JAN.05,2026 VOLUME PROVIDED USE LF#i Board of Trustees 30 0 15 30 60 90 (2)10' DIA.x2' DEEP DRYWELLS =274 CF / / Scale: V = 30' JOB NO.2020-0153 DWG.2020 0153_bp 1 OF 2 I (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERMCATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WNOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFMABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. METER INCOMING SERVICE 4.00 Ostrander Avenue, Riverhead, New York IIQOI tel. 631.-TZ 2303 fax. 631.127.0144 -1/2, VENTILATION PIPE SCUM BAFFLE B CHAMBER Volume(gal) adman®youngenglneering.com -2 Q Sedimentation Chamber 397 DEDICATED -11 --7. -i (2) Anaerobic Filtration Chamber 396 IS AMP BREAKER 4�t�f� ® Aerobic Contact Filtration Chamber 181 Q Storage Chamber 90 120V AG, 10, 60HZ, 15 AMP POWER SUPPLY ECIRCULATION Disinfection Chamber 6 #12-2 AWG WITH GND IN I" PVC, CONDUIT Howard W. Young, Land Surveyor © AIR LIFT PUMP (3) HAIN Total Volume 1069 Thomas G. Wolpert, Professional Engineer ISINFECTION SERVICE Dou los E. Adam g s, Professional Engineer CYLINDER (OPTIONAL) PANEL g Daniel A. Weaver, Land 5urveyor 4' INLET PIP ' OUTLET PIPE SPECIFICATIONS a A Anaerobic Media PP/PE Filling Rate 32% Board Type Aerobic Media PVC/PP/PE I Filling Rate 17% HARDWIRE © Aerobic Media PP/PF. I Filling Rate 1 55B/D HEALTH DEPARTMENT USE Blower 2.8 cfmKyA�«A(� FFLUENT Tank FRP INLET BAFFL ® AIR LIFT PUMP Piping PVC/PP/PE Q Access Covers Plastic/Cast Iron GROUND SJE RHOMBUS AIR BLOWER © Disinfectant(Optional) Chlorine Tablets CONTROL IR INTAKE PANEL RECIRCULATION PIPE LOW BAFFLE FLOW OPENING (TYP. (CLEANING OPENING) B ELECTRICAL ONE-LINE DIAGRAM PLAN VIEW NODS: ISINFECTION 4' MANHOLETI 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) I. CONCRETE 4)000 PSI a 28 DAYS 2. REBAR TO BE ASTM A-615 GRADE LOW OPENING 07 oT 60 ;• v 3. WELDED WIRE FABRIC A5TM A-185 4. DESIGNED FOE AASHTO H5-20 11 8 ❑ARD TYPE LOADING CONTACT MEDIA 5. TOP SLAB AND WALL ARE T-10" MONOLITHIC 6. THE 51DEWALL AREA SHALL BE EQUAL TO THE FULL EXTERNAL WALL 10 VIA. PIPE KNOCKOUT TOP VIEW HEIGHT OF THE PRECAST LEACHING a4' ECIRCULATION N (EACH SIDE) GALLEYS ASSEMBLY ; �'- 1- E l`�75' ®® ®®® EROBIC MEDIA ®®F==q ") ®®® M JAN 12 2026 ERATION ASSEMBLY 1 4,-1" Southold Town �'1 '„ 4'- " Board of Trusteev SIDE VIEW LEACHING HOLE END VIEW SECTION A-A VIEW (TYP) SECTION B-B VIEW LEACHING GALLEY ENGINEER'S CERTIFICATION FUJ I GLEAN USA GEN-1 NTs N� GONTRO)L PANEL MOUNTED NOTE: ALL CONDUITS "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL N 4"x4•" PRESSURE BETWEEN PANEL AND SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY C-j TREATEID WOOD POSTS TREATMENT TANK MUST BE DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 OIL, ALARM/CONTROL SEALED TO PREVENT 67A5 SITE AND GROUNDWATER CONDITIONS,ALL FACILI A$FPRbP_Q5 NOTES PANEL MDL#1041a'12 AIR BLOWER LEAKAGE INTO PANEL. CONFORM TO THE SUFFOLK COUNTY DEPARTMENT ! �by C�5 I. THE OWTS SHALL BE MODEL GEN-'f MANUFACTURED BY FUJIGLEAN USA. CONTROLLER A CONSTRUCTION STANDARDS IN EFFECT AS OF s MF6 BY 5JE RHOMBUS INSULATED WEATHER FOR WIFI COMMUNICATION - N 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 5GOH5 r-REO 515TANT BLOWER DEVICE; r R REPRESENTATIVE5 SHALL OBSERVE THE INSTALLATION OF THE OWT5 AND ENCLOSURE USE Al ARM/CONTROL o LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BAGKFILL. PANEL MDL#1045040 to �_4 i CONTROLLER "G" MFG BY N 5. THE 5Y5TEM START UP WILL BE COMPLETED UNDER THE DIRECT T SJE RHOMBUS SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. z HOWARD W.YOUNG,-Ni-Y.S.L.S'N0.45893n 61483 45' TNOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 SSIVA 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE o AIR LINE TO DOUGLAS E.ADAMS,N.Y.5.P.E.NO.80897 MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO " FUJIGLEAN OWT5 THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (500145) PRIOR TO APPROVAL OF THE I/A OWT5 REGISTRATION BY THE 5GDH5 IN FIN. 6RADE ACCORDANCE WITH ARTICLE Icl OF THE SUFFOLK COUNTY SANITARY CODE. SURVEY FOR 2 STORY ELECTRICAL ELECTRIC �.-Ui'PLY MKS REALTY, LLC. FRAME HOUSE 5. FINISHED FLOOR ELEVATION(5) TO BE VERIFIED BY THE ARCHITECT. TO BLOWER (5 BEDROOMS) FFEL=16.30 SUPPLY TO FUJIGLEAN SWEET AIR VENT GAP OWT5 5PLIGE BOX MFG BY TVF-TITE FIBERGLASS LOCKING CONTROL PANEL 4 BLOWER N (3 MIN FROM ANY COVER WITH SAFETY LID SCALE: NTS at Southold, Town of Southold FIN.GRADE _ lk County, a DOOR OR WINDOW) 3008-RG 4 RISER , � , ,�� .� , ,., Su New York ' MFG BY POLYLOK RIM=a.? yap a y vans " 9T RISERS 4 GONERS BUILbING PERMIT SURVEY g 10 5 12' WITH SAFETY LID5 z 4" PVC o MFG BY TUF-TITE OR 411 PVC ® 4" PVG ® NOTE: AINING WALLS 2.004G MIN. APPROVED EQUAL 1.00% MIN. I.00% MIN. FINISHED MIN. BE CONCRETE FSURFACEOORRMLINERPPATTERN • ao PRECAST OR MASONRY VENEER. Tax Map District 1000 Section 54 Block 04 Lot 20 � _'.F:-, EL=Q.'i i RIM=�I.'7 EL=Q-I TOP SLAB CONCRETE TO BE4,0(q PSI AIR ENTRAINED `_ FIELD SURVEY COMPLETED NOV.25,2020 ( REINFORCING:as @ 1z O.C. E.W. MAP PREPARED JUN.25,2021 IE='1.8Q GONG COVER FIN.GRADE LOWER LEVEL -- -- ---AIRLINE----� •:^ Ii/ M Record of Revisions (NO BASEMENT) M '\_ VENT __ „ 5\ \,ow\/ REVISION DATE FEEL=6."10 - HOLE IE='152 IE='1.4'I > WATERPROOFING A'`i;.'- NOIA#1 NOV.12 2021 I E='13"1 I E=7.25 CONNECT 3" T'VC IE-7.ba �'' NOIA(APR.20,2022) APR.27,2022 VENT LINE TO VENT 2' VIA. POLYPROPYLENE z BP DATA NOV. 14 2022 SEE DETAIL FOR _ BP DATA ON.30,2022 HOLE IN OWST DISTRIBUTION BOX BOT=4.75 o SP DATA JAN.05 2023 OWT5 COMPONENTS MF6.BY POLYLOK —� ~;; BP DATA NOV. 10,2025 PROVIDE GLEAN OUT AT HM*301'7-G24 OR APPR.0'VW EQUAL L--- V-6" NOIA#2 ON.25 2025 FAGS OF BUILDING z GENERAL DEC.22,2025 PROVIDE END GAP LEVELING DEVICE 50T EL=3.eO �— -�; NOIA#3 JAN.05,2026 7AIR LINE TO BLOWER MDL#SL-4 MFG BY TUF-TITE OR m '700 GAL. I/A OWTS APPROVED EQUAL FOR ALL HIGHEST EXPECTED GW EL=1.*7 o MDL. GEN-1 MFG. BY FUJIGLEAN USA DISTRIBUTION BOX OUTLET PIPES � SANITARY LEACHING GALLEY I._ 2'-5" 14" �. TOTAL OF (6) GALLEYS � HYDRAULIC PROFILE 4"1"T SFSWA WATERPROOF RETAINING WALL JOB NO.2020-0153 NITS DWG.2020 0153_bp 2 OF 2 'fin•' .. t'"_ iF yt1 y nMM1 t w� ' • ` 1 'r 1c, S - i i. .� ^IS; • �!r f, `� +► ,yy.Y.. xt axy�, , Mare. tG..a, 41 66 k r 10 N , { Edgey Shoreline 1957 197, 1994 . 2013 2020 2025 �=- 1957 and 1971 aerials from USGS Earth Explorer. 1994,2013,and 2020 aerials from NYSGIS Clearinghouse.2025 aerial from Nearmap. _ Prepared By: Land Use Ecological Services, Inc. Project: DRY SHORELINE CHANGE 1 in — 150 ft 570 Expressway Drive South, Suite 2F For: MKS Realty, LLC UndUseMedford,NY 11763 At: 1925 North Sea Dr., Southold, NY 0 50 100 200 SCTM #1000 - 54 -4 -20 ft �""` Date: 12/2/2022 Revised: 11/4/2025 Exhibit 2 f; !3:' ITS, ♦ l "rr a '' Sn w`^� Yaw d - 7 ---.. ......__'__._.__ ... �_� OR wit' i. 7 �• ..\ M �' !! ' 5 ! { /�Iv _ til .t: y • k ` �` � + '•'1', .. Ri�► �--- �. � � 6�'a� .✓ ,.'Bat'.✓.';]!' '' �o Y"'w�'.,� •ill e� L 0 16 lob— Wow r_ �. �wow • .. „ice•k' � s.� Afta- 004 AOL- ` ..r - .�[ •� `V f ,tea ' �. •!ie ,fir � o o , Limit of Vepzetated Dune 1957 1971 iJ � 141� 1994 ,. 2013 N� 2020 ~` 2025 Boy 1957 anal 197Taerials from USGS Earth Explorer. 1994,2013,and 2020 aerials from NYSGIS Clearinghouse.2025 aerial from Nearmap. Prepared By: Land Use Ecological Services, Inc. Project:VEGETATED DUNE LIMIT 570 Expressway Drive South, Suite 2F For: MKS Realty, LLC lk", 1 in= 150 ft Landuse Medford, NY 11763 At: 1925 North Sea Dr., Southold,NY 0 50 100 200 SCTM #1000- 54-4-20 fi " "'"' Date: 12/2/2022 Revised: 11/4/2025 Exhibit 3 SUPREME COURT OF THE STATE OF NEW YORK COUNTY OF SUFFOLK ------------------------------------------------------------------------X Index No.: 601105/2023 MKS REALTY, LLC, Assigned Justice: Petitioner, Hon. Kathy G. Bergmann, J.S.C. -against- SO-ORDERED TOWN OF SOUTHOLD BOARD OF TRUSTEES, : STIPULATION OR and TOWN OF SOUTHOLD TOWN BOARD, in its : SETTLEMENTS � C. capacity as the COASTAL EROSION HAZARD BOARD OF REVIEW, 1' I N,GV - 6 2695) DD Respondents. j 1 e --- ----- --------=-=------------------=-=--------------------=-=-------X - Sbuthold Town Bba,�d bf Trustees WHEREAS, in the above-captioned matter, Petitioner, MKS Realty, LLC ("MKS") sued Respondents, Town of Southold Board of Trustees ("Town Trustees") and Town of Southold Town Board in its capacity as the Coastal Erosion Hazard Board of Review ("Town Board") (Town Trustees and Town Board, collectively, "Town") (MKS, Town Trustees, and Town Board, collectively, `Parties"); and WHEREAS, MKS commenced the above-captioned proceeding pursuant to, inter alia, Article 78 of the New York Civil Practice Law and Rules and Section 111- 26 of the Southold Town Code, seeking review of a decision of the Town Trustees dated December 14, 2022, that denied MKS's application for a Wetland Permit and Coastal Erosion Hazard Permit to construct a single-family residence on MKS's premises known as 1925 North Sea Drive, Southold New York ("Premises"); and WHEREAS, by Town Board Resolution 2023-410, adopted April 25, 2023, the Town Board affirmed the Town Trustees' decision dated December 14, 2022, and MKS Realty, LLC v. Town of Southold Suffolk Co. Index No.: 601105/2023 denied MKS's request for a variance from Chapter 111 of the Southold Town Code, known as the Town of Southold Coastal Erosion Hazard Area ("CEHA") Law, and WHEREAS, the Parties have conferred and agreed to resolve the above- captioned proceeding pursuant to the terms set forth in this Stipulation; and WHEREAS, pursuant to Town Law §68, the Town Board authorized its Town Attorney to execute this stipulation on behalf of the Town Board (a copy of the resolution authorizing this action is annexed hereto as Exhibit"Al; and WHEREAS, pursuant to Town Law §68, the Town Trustees authorized its Town Attorney to execute this stipulation on behalf of the Town Trustees. NOW, IT IS HEREBY STIPULATED AND AGREED that: 1. MKS shall, within forty-five (45) days of the date this Stipulation is So Ordered and entered, unless such time is extended by the Office of the Town Attorney, submit to the Office of the Town Attorney a proposed revised site and building/construction plans, which shall conform to the following Requirements: a. The house may have a maximum 1,700 square foot footprint, b. The house may have 3,400 total square footage, inclusive of garage; co ��---=---11 c. The house to be centered on the lot; N c a) a d. The rear foundation may not extend farther north Q0 than that of the neighboring property to the west, -C a 1725 North Sea Drive, o i' " co m° e. The outside decking may be a maximum of 750 square feet and shall extend no farther north than the decking of 1725 North Sea Drive; 2 MKS Realty, LLC v. Town of Southold Suffolk Co. Index No.: 601105/2023 f. No pool allowed at 1925 North Sea Drive; g. MKS's revised application will avoid and/or minimize any variances from code requirements other than issuance of Coastal Erosion Permit as set forth hereinabove, except MKS may apply to the Zoning Board for a front yard variance if needed;and h. Inclusive of all conditions imposed by previously issued wetlands permit and all customary mitigation associated with issuance of the CEHA permit. 2. Upon confirmation by the Office of the Town Attorney that MKS's Updated Plans conform to the above-referenced Requirements, and submission of any further documents that may reasonably required in connection with the issuance of CEHA and Wetlands Permits, the Town Trustees shall grant CEHA and Wetlands permits to Petitioner, which will be subject to mitigation measures, including all customary mitigation measures typically required by the Town Trustees for new development, all mitigation measures of Wetlands Permit previously issued, and such other reasonable conditions, not inconsistent with this Stipulation, as the Town may deem reasonably appropriate. Upon issuance of a CEHA and Wetlands Permits, to the extent necessary, MKS shall apply for building permits for the construction of MKS's proposed project at MKS's Premises, which permits shall be processed by the Southold Town Building Department. 3. Nothing herein shall prevent MKS, its successors, or assigns, from seeking other variances, permits, or approvals in the future. 3 ENOV bE2025ld Board of Trustees MKS Realty, LLC v. Town of Southold Suffolk Co. Index No.: 601105/2023 4. Upon full execution of this Stipulation and upon the Court"so-ordering" this Stipulation, the Parties agree to execute a stipulation of discontinuance with prejudice and without costs regarding the above-captioned proceeding. 5. This Stipulation shall not in any way be construed as an admission of liability by any of the Parties to the above-captioned proceeding. 6. The Parties may apply to the Court at any time for such further order, direction, or relief as may be necessary or appropriate for the construction of this stipulation, or to effectuate or enforce compliance with its terms and conditions. 7. Additional Provisions: 8. Waiver and Release. In consideration of the promises and other commitments set forth herein, MKS, on behalf of itself, and its agents, attorneys, privies, successors in interest, and assigns, does hereby release, acquit, and forever discharge the Town of Southold, its officers, employees, and attorneys, from any and all causes of action, obligations, costs, damages, losses, claims, demands, benefits, and liabilities (including without limitation any claims for attorneys' fees or costs), of whatever character, in law or in equity, known or unknown, suspected or unsuspected, matured or unmatured, of any kind or nature whatsoever, now existing or arising in the future from any act, omission, event, occurrence, or nonoccurrence from the beginning of the world to the date of execution of this Stipulation of Settlement, including but not limited to any and all claims that were or could have been asserted in the above-captioned proceeding. _ �( E C V 4 NOV - 6 2025 Ll Southold Town Board of Ti rustees MKS Realty, LLC v. Town of Southold Suffolk Co. Index No.: 601105/2023 9. Entire Agreement. The Parties acknowledge that this Stipulation and agreement represents the full, final and complete resolution of the above-captioned proceeding, so that this Stipulation and agreement supersedes all prior agreements, written or oral, if any, concerning the subject matter of the above-captioned proceeding and this Stipulation and agreement. 10. Binding Agreement. This Stipulation and agreement is and shall be binding upon, and shall inure to the benefit of, the predecessors, subsidiaries, successors, assigns, parties, agents, offices, employees, associates, legal representatives, heirs, executors, constituent partners or members and/or administrators, of each of the Parties hereto. 11. No Admission of Liability. This Stipulation and agreement shall not be construed in any way as an admission by any of the Parties of any wrongdoing or liability whatsoever. 12. Counterparts. This Stipulation and agreement may be executed in counterparts, and facsimile, pdf/scanned, and/or photocopies shall be considered originals for all purposes; any counterparts shall have the same effect as if all original signatures were placed on one document, and all of which together shall be one and the same Stipulation and agreement. Signatures may be provided as original signatures, or as facsimile or emailed PDF copies. A photocopy of this Stipulation and agreement may be used as the original. C E 0 V E NOV — G 2025 s K Southold Town Board of T rustees MKS Realty, LLC v. Town of Southold Suffolk Co. Index No.: 601105/2023 13. Authority to Execute Agreement. Each of the Parties hereby represents and warrants that the individual signing this Stipulation and agreement on its behalf is duly authorized to do so by the entity on whose behalf the individual is acting. 14. Severability. In the event that any provision of this Stipulation and agreement should be held to be void, voidable, or unenforceable, that provision shall be severable to the extent it does not vitiate the core intent of the Parties under this Stipulation and agreement, and the remaining portions hereof shall remain in full effect. 15. Waiver, Modification, and Amendment. The Parties agree that this Stipulation and agreement may not be modified, altered or changed except by a written agreement signed by the Parties or their authorized representatives. 16. Successors and Assigns. This Stipulation and agreement shall accrue in favor of, and be binding upon, each of the Parties' respective successors and assigns. 17. Stipulation to be So-Ordered. This Stipulation and agreement may be filed with the Court and submitted to be "so-ordered" without further notice. 18. Continuing Jurisdiction. The Court shall retain jurisdiction over this matter, and the Parties may, if necessary, raise issues related to enforcement of this Stipulation via motion within the above-captioned action. [INTENTIONALLY LEFT BLANK] � EC Eo_w NOV - 6 2025 6 _ Southold Town Board of Trustees MKS Realty,LLC v. Town of Southold Suffolk Co. Index No,: 60110512023 Dated: 2024 Understood and agreed: F Al t j Z�E�L�L-i �l T Q, I�,.C. TOW' 'i '170RNEY OF THE ,, j TOWN OF SOLT I1HOLD BY: By: J0',11'c.A111m ita iio, ;Paul D eChan.-e, E Joh��'}-, Lc�ilal.is, Esq. AH:01:ije fiv,Rvq — dim I Atj0 'I , -*rPettiolwl Town ffall Annex 1100 Motor Parkway, Suite 300 54375 Route 25 HauKlm'lge, New York 11788 Southold, New York 11971 P: 631.547.8400 P: 631.765,1936 F- 631.547.0501 F: 631.765.6639 E:jear.tnentano@farrellfritz.coni E: pauld@southoldtowtiny.gov E:istellakis@farrellfritz.coni Pursuant to Res, 2024-468, adopted May 21, 2024, Dated: July 2024 40 Ol'IDE"RED.. ENTER, Hon. Kathy G. Bergmann, J.S.C. NOV 6 2025 7 Southold Town Board of Trustees M 14653470.2 XHIBIT "A" y E V E _� W E NOV - 6 2025 Southold Town Board of Trustees RESOLUTION 2024-468 ADOPTED DOC ID: 20284 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2024-468 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON MAY 21,2024: RESOLVED,that the Town Board of the Town of Southold hereby authorizes and directs the Town Attorney to execute an Agreement of Settlement regarding litigation entitled MKS Realty LIX v Town of Southold Board.of rustegs; Suffolk County Index 601105/2023; with the consent of the Town Trustees and upon the following terms: a. The house may have a maximum 1,700 square foot footprint, b. The house may have 3,400 total square footage, inclusive of garage; C. The house to be centered on the lot; d. The rear foundation may not extend further north than that of the neighboring property to the west, 1925 North Sea Drive, e. The outside decking may be a maximum of 750 square feet and shall extend no further north than the decking of 1925 North Sea Drive; f. No pool allowed at 1925 North Sea Drive g. Petitioner's revised application will avoid and/or minimize any variances from code requirements other than issuance of Coastal Erosion Permit as set forth hereinabove, except Petitioner may apply to the Zoning Board for a front yard variance if needed. h. Inclusive of all conditions imposed by the previously issued wetlands permit and all customary mitigation associated with the issuance of the CEHA permit. Denis Noncarrow Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Anne H. Smith, Councilwoman SECONDER:Greg Doroski, Councilman AYES: Doroski,Mealy, Smith, Krupski Jr,Evans ABSENT: Jill Doherty r C E Lj N 0 V - 6 2025 Southold'Town Board of Trustees i ON9LLn0N TO IIHIS SURVEY Yr�MM 7209 OF THE NEW YORK STATE EDUCATION LAW.( AENAr FROM MNry �A COSTING I5 FOR5S PkWPOSE AND ax� n�TO orARIM��m�OR IN COPIES R�WRWY MAP NOF�SSE� t�oAL CPEMBOSSED d�Oa DORD TRUE COPY, 4'� AIDON (1 UUNmMEE E ADDITIONAL INSTITERECTION OF EENC0-UTIONS OR OWNER THE iOAMO WELLS SEPTIC TANKS( ( , HEREONrAR FROM FIELD CONSIDERED BSERVATIONS AN DATA OBTAINED rYOTHERS.CO RUN ONLY TO RE PERSON YiOM 1FIE UYE14PRFPM5D AND ON HIS BEP to THE 117.E COMPANY,GOVERNMENTAL C IENDG INSTITUTION LISTED HEREON.AND E/ M Eor THE LENDING INSTITUTION.CERTIFICATIONS ARE N / 400 Ostrander Avenue, Riverhead, New York li401 LOT COVERAGE TEST HOLE tel. 631.'12T.2303 Pax. 631.'12?.0144 / admin®yovngenglneering.com BLMZABLE AREA=16,665 SF BY McDONALb GEOSCIENCE PROPOSED bA7E:11/20/20 0.01 !!lIJJJJ FRAME HOUSE A GARAGE =1,672 SF RAISED DECK =640 SF PALE E TO Howard W. Young, Land Surveyor BALCONIES =52 SF COARSE SAND Thomas G. Wolpert, Professional Engineer v ' W/10% Dovglas E. Adams, Professional Engineer TOTAL =2,364 SF(14.2%) GRAVEL y (SW)00 Daniel A. Weaver, Land Surve or I� Q . SITE DATA bq / ,/ j 600. i'� WATER�4.60 BROWN N PALE MEE ! 7^fir a ,.� • �� cc AREA = 1.3530 ACRES OR 58 936 SQ. FT. l ( h•,OV 6 TOSAND E g °♦° // \\ �'Lo/ 61L1V�!]x. *BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN AS SCALED FROM FLOOD ' ;, - --- -- % z% 1 INSURANCE RATE MAP PANEL NO.36103CO154 H LAST DATED SEPT,25,2009. '.:'Au ,° o� ( i �, 0`/s 4 `� /jA 1L0' * VERTICAL DATUM =NAVD(1988)Pia �� J• y v -� p�h ;' ' °♦ , i t �'F+ a/+ ` 6��•� * DEPTH TO GROUNDWATER =4 FT O °\i L(t, , i // *5 /, ,�+�.jo � �j'-0 0A \ q * HIGHEST EXPECTED GROUND WATER ELEVATION =1.7 Y A ,� °� '�.� ,/ RBF/ , �,f Pto, ^/y \ /•f NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =5 AJ �h °F \,y0 ,/ �/' i♦ ,�� ; , / +8.58 ��, .'T MINIMUM REQUIRED I/A OWTS CAPACITY =550 GAL P tiv �P '5.05 , ,/, , �♦ * PROVIDED I/A OWTS CAPACITY =700 GAL T5WO O \`� , / / ' , J � 'i�,� , LEACHING SYSTEM REQUIRED =400 SFSWA �PyP J° ��`'� ' ♦' i i° ,'' i ,/'+9.75` j ,e*e * LEACHING GALLEYS PROVIDED =477 SFSWA %&+-8 27 QpC, / I , Tit +8.t z6y , lam„ .�' I ♦ A e19.37 i js. (, / +8.95 t, vV , / �� Bly�d" y 0 'P.��Fi° ti k4 pJy PQA �Py 7 ' ' Q 34 / /° 41 r "c, �� t�.4 �= 0 / ��`pf�y'ti ENGINEERS CERTIFICATION / +8.51 04" J� f / , pc�y •� Q�' 0 aesoaet,s °� � 4y �P NI HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL 9 556 ti '� +8.34t �L O '� P , ` ? SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY s 2s� '♦ ♦ �o '� QQ y P°P Q DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 OIL, 4♦t i QO �P SITE AND GROUNDWATER CONDITIONS,ALL FACILI PQP � +9 '1 �7.21r CONFORM TO THE SUFFOLK COUNTY DEPARTMENT / 33 e4 P CONSTRUCITON STANDARDS IN EFFECT AS OF '� � f ♦/ CRi . ,^ o r$� ti7 o's ♦ y �s ° Q / � . , /\ \ � / � I P s.7 , .32 /' / ,0 \ +837 t/ / +8.39 ``i ^ `v-r sr °. .� / , .��' \ \ . , /� / J / q•., `� /`\ 7 �10.: r l /// \,/s.ss 4 HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n .74 "r-,a, (�j G'i b s.a;2\ 5.55� '3 7.68 �\,� THOMAS C.WOLPERT,N.Y.S.P.E.NO 61483 ♦ i/' ��'0 �, O4 '+�s.ts �/ / ; ="``k ' / k , ` `O\ DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 , / t- 8.52 s ° ,��' 598 i Ql 'O � i+7A1 �,tioP- __ 8.97,E L ` Z+7. 'd a � i �' CMF N ti y �., / + 7�, . �, J, �.. ��. `� 5.5 ti 7.s ,�ti,� P �., SURVEYOR'S CERTIFICATI c ♦ RBF / / / O �tx / , ! .' �� >5 :yvt • f H yJP s / , , �:., a• / Qi y / \ WE HEREBY CERTIFY THAT THIS SURVEY WAS PR D / G / *�'% ,fit. - T OQ tir / WITH THE CODE OF PRACTICE FOR LAND SURVEY s5'0 b/ 4 h 7.34 Q / \ STATE ASSOCIATION OF PROFESSIONAL LAND ,/. + / d 5 ti; ` o Nb/ �� .,, +,w Q / / % / s�', .f ' -• 'ti o , 'y c!,`i' q. ;p t' qti,� Q / p CJ :r.,n•> �i 9 1 8.52 Y0.34 y,. v; '40 I i /�"? / /%'/5. / -a EXI TING Qi" (b < ! i h ♦��_ ;" b +5.99 / p �O 458g C �� +$. ' � , i . /,� q�.. x VEGETATION G,� q,'1• i 3 LEGEND G j /6 •= TO R�MAIN QP .� S 090. 19+8.45 ,/ , , h j. "'� / HOWARD W.YOUNG,N. L.S.NO. 5893 `c c� �� oiy0 �� 09 , ♦91.4o f/ / !• mod`' O LAN O CMF CONCRETE MONUMENT FOUND 6q b' "'" P l ' DANIEL A.WEAVER,N.Y.S.L.S.N0.50771 EOP =EDGE OF PAVEMENT o„ S / 07 / 4e- FE =FUTURE EXPANSION �/i '�q,, e/y 7.96 �79 , /, ° g. , IPF =IRON PIPE FOUND �h,p� 9gP1' r �, j i s.o3 ♦i 5 � JQ7 O, SURVEY FOR LG - =LEACHING GALLEY 6/c �`,� 6.95, ,/ i / .♦ / \ �� / J�(50- OWTS -SANITARY TREATMENT UNIT �yq �0 6.$ 8�f+-5.6y b' +5.73 / j (�� / ` MKS REALTY, LLC. UPT =UNDERGROUND PROPANE TANK xen �6q„ ®F 4+ ,` / WMR =WATER METER J O ® �'p6 �qg, \ ` WDF =WOOD FENCE `� `� WSF =WOOD STAKE FOUND '� ' .�+5.43•.�\ 5.5+ '6' 7.04 � / at Southold, Town of Southold �n1 UTILITY POLE �� / �, Suffolk County, New York / �A y� y�0 9 w BUILDING PERMIT SURVEY A0 0� Qo WSF HEALTH DEPARTMENT USE DRAINAGE CALCULATIONS y 't ° "� ® ° '1rel��' Q 7.07 13 /� // County Tax Map District 1000 secti«, 54 Block 04 Lot 20 TRIBUTARY 1 VOLUME REQUIRED =105 CF 7.s♦� 9y ,' / / FIELD SURVEY COMPLETED NOV.25,2020 d DRIVEWAY:1,053 SF x 2/12 x 0.60 4 MAP PREPARED JUN.25,2021 ROOF:982 SF x 2/12 x 1.0 =164 CF TOTAL REQUIRED =269 CF ♦r ��Q' / Record of Revisions VOLUME PROVIDED REVISION DATE USE LF#i �i� / / NOIA#i NOV.12 2021 ♦� / s� OIA APR, ,MOM- A R.27, 02 (2)10' DIAx2 DEEP DRYWELLS =274 CF �° 4 , ,( .�� i 1 �1°ter e / y >; / O� DATA OCT.14, 2 ' �S `d BP DATA NOV.30 2022 ♦ '� �(� �, y0 P DATA JAN.05 2023 TRIBUTARY 1 VOLUME REQUIRED P DATA° , �>Z. ` ` DRIVEWAY:1,045 SF x 2/12 x 0.60 =105 CF ♦ 1� / OCT.in 2 25 ROOF:1,005 SF x 2/12 x 1.0 =168 CF TOTAL REQUIRED =273 CF / VOLUME PROVIDED USE LF#1 / ' 30 0 15 30 60 90 (2)10' DIAx2' DEEP DRYWELLS =274 CF / Scale: 1" = 30' JOB NO.2020-0153 DWG.2020 0153_bp 1 OF 2 �UN FRW MPMTY NES EM SW FOR A WUCAIED MREdi SMALL RUN ONLY TO l,£PERSON FOR YA,01A THE SURVEY IS PREPARED AND ONATION MS BEHAIF R)THE TILE COMPANY,WVERN4ENTO AGENCY AND IENDINO NSRiU710NLI LISTED HEREON,STMCIAND TO RES ARETHE SSIONEES OF SPECIFIC LAIN AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(S)COPIES OF THIS SURVEY MAP NOT BEARMQ 0 INSDiU110N.CERTIFICATIONS ARE NOT TRAN9fERABLE TO ADDITIONAL NSTINTgN$OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS THE IAIID AN_9MV(ST) INKED DGL OR)SHOW SEE SMALL NOT BE D OBS ERW TO BE A VOID TRUE COPY.({)CERTi,OTHERS.(W).SEPTIC TANKS S k CESSP0013(CP SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FRpI OTHERS. METER 1/2' VENTILATION PIPE INCOMING SERVICE *00 Ostrander Avenue, Riverhead, New York IIQOI SCUM BAFFLE CHAMBER Volume(gal) - B tel. 651.7272505 Pax. 631.727.0144 -2 `- Sedimentation Chamber 397 DEDICATED admineyoungengineering.r-om -1 ® Anaerobic Filtration Chamber 396 15 AMP BREAKER ® Aerobic Contact Filtration Chamber ]81 ECIRCULATION , 10 60HZ 15 AMP POWER SUPPLY ,�• ® Storage Chambcr 90 120V AG ,( ® AIR LIFT PUMP © Disinfection Chamber 6 #12-2 AW6 WITH &ND IN IN PVC CONDUIT ISINFECTION Total Volume 1069 MAIN Howard W. Young,Land Surveyor CYLINDER (OPTIONAL) SERVICE Thomas G. Wolpert, Professional Engineer - PANEL Douglas E. Adams, Professional Engineer ; 4' INLET PIP ' OUTLET PIPE SPECIFICATIONS Daniel A. Weaver,Land Surveyor 9 4 A Anaerobic Media PP/PE Filling Rate 32% 4'-8 a ' Board Type Aerobic Media PVC/PP/PE j Filling Rate 17% HARDWIRE ` � Aerobic Media PP/PE Fillip Rate 55%Blower 2.8 cfm HEALTH DEPARTMENT USE ` ' �` 6 ` +� FFLUENT Tank FRP , # INLET BAFFL ® AIR LIFT PUMP piping PVC/PP/PE _ © Access Covers Plastic/Cast Iron® Disinfectant( tional) Chlorine Tablets 6ROUND 5,1E RHOMBUS AIR BLOWERCONTROL RECIRCULATION PIPE LOW BAFFLE IR INTAKE PANEL FLOW OPENING (TYP. (CLEANING OPENING) B ELECTRICAL ONE-LINE DIAGRAM PLAN VIEW ISINFECTION NOTES: 4' MANHOLE IS' MANHOLE <TYP 18' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) Tj I. CONCRETE 4,000 P51 ® 25 DAYS 2. REBAR TO BE ASTM A-615 GRADE LOW OPENING 60 3. WELDED WIRE FABRIC- A5TM A-155 OARD TYPE 4. DESI6NED FOE AASHTO H5-20 r-B_ CONTACT MEDIA LOADIN6 S. TOP SLAB AND WALL ARE 7•_1Q• MONOLITHIC, 8'�)N 6. THE 51DENALL AREA SHALL BE EQUAL TO THE FULL EXTERNAL WALL © 10" VIA. PIPE KNOCKOUT TOP VIEW HE16HT OF THE PRECAST LEAGHIN6 ECIRCULATION N (EACH SIDE) 6ALLEY5 ® ASSEMBLYCID 5' ®® ®®® © EROBIC MEDIA ®®®®®®® ®®® to ®®®®® ® ®®® ERATION ASSEMBLY 51DE VIEW LEAGHIN& HOLE END VIEW SECTION A-A VIEW (m'J SECTION B-B VIEW LEACHING GALLEY Q FUJIGLEAN USA GEN-? NT5 ENGINEER'S CERTIFICATION � A s CONTROL PANEL MOUNTED NOTE: ALL CONDUITS "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL a N 4"x4�' PRESSURE BETWEEN PANEL AND SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY ALARM/CONTROL TREATMENT TANK MUST BE DIRECTION.BASED UPON A CAREFUL AND THOROUGH S OIL, NOTES PANEL MDL#1041 OL TREATETa WOOD POSTS SEALED TO PRZ/ENT 6A5 SITE AND GROUNDWATER CONDITIONS,ALL FACILI ,Sf�l f(RbP S A,IR BLOWER LEAKAGE INTO PANEL. CONFORM TO THE SUFFOLK COUNTY DEPARTMENT A s i. THE OWTS SHALL BE MODEL GEN-7 MANUFACTURED BY FUJIGLEAN USA. CONTROLLER "A" CONSTRUCTION STANDARDS IN EFFECT AS OF � MF6 BY 5JE RHOMBUS INSULATED WEATHER FOR WIFI COMMUNICATION 0 2. THE DE516N ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 50DH5 REPRESENTATIVES O 515TANT BLOWER DEVICE; * C7;}:" N SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEACHING 5Y5TEM. APPROVAL I ENCLOSURE USE ALARM/CONTROL o FROM ALL THREE PRIOR TO BAGKFILL. PANEL MDL#1045040 / CONTROLLER 'G" MF6 BY 3. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A 5JE RHOMBUS "'" a y FUJIGLEAN USA REPRESENTATIVE. z_ HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n `� 614 n 3 THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 �W 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE DOUGLAS E.ADAM5,N.Y.S.P.E.N0.80897 PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE SUFFOLK COUNTY Cl)� AIR LINE TO DEPARTMENT OF HEALTH SERVICES (SGDHS) PRIOR TO APPROVAL OF THE I/A OWTS FUJIGLEAN OWTS REC715TRATION BY THE 50DH5 IN AGGORDANGE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY GODS. FIN. &RAVE SURVEY FOR 2 STORY ELECTRIC SUPPLY (5 BEDROOMS) ELECTRIC FRAME HOUSE 5. FIN15HED FLOOR 1-1 EVATION(5) TO BE VERIFIED BY THE ARCHITECT. TO BLOWER: LL MKS REALTY FFEL=16.30 SUPPLY AL TO FUJIGLEAN • LLC• SWEET AIR VENT GAP OWTS SPLICE BOX E MF6 BY TUF-TITS N (3' MIN FROM ANY CONTROL PANEL 4 SLOWER at Southold, Town of Southold es DOOR OR WINDOW) FIBER(5LAS5 LOGKIN& SCALE: NT5 COVER 5005-RC- 4 RISER FKGRADE MF6 £3`` POLYLOK Suffolk County, New York I RIM=q..74s. FT RISER5 # COVERS a „ T WITH SAFETY LIDS 10• 12 4 PVC- ® 4" PVC- ® 4" PVC, a BUILDING PERMIT SURVEY MF6 BY TUF-TITS OR �'� ''' ' RJ g 2.00% MIN. APPROVED EQUAL 1.00% MIN. 1.00% MIN. FINasHEDSURFACEOFRETAMNINGWALLs Aw PRECAST MYB�E�RY RMLINERPATrERN .`.� Coup TaxM District 1000 Section 0 ' �• 1Y aP 54 Block 04 Lot 20 EL=a.7 RIM=a.T TOP SLAB � '' FIELD SURVEY COMPLETED NOV.25,2020 a EL=9.7 coNrzEc (eroeE+.000PSI aRENTRAINEO G MAP PREPARED GONG. COVER REINFORCINO:U3 C 1Y O.C.E.W. FIN.GRADE .TUN.25,2021 1E=-1 2�J5 --------AIR LINE Record of Revisions VENM 0\_ T IE=7.52 IE='T.42 IE=7.32 R REVISION IE 7.20 Q WATERPROOFING DATE NOIA#1 CO P CONNECT 3" VC- IE=7.ba M C .'* OIA A R.20_2022) A R 27 2022 VENT LINE TO VENT 2' VIA. POLYPROPYLENE �'` z BP DATA OCT.14 2022 HOLE IN OWST SEE DETAIL FOR DISTRIBUTION BOX BOT=4.70 BP DATA NOV.34,2022 OWT5 COMPONENTS MF6.13Y POLYL.oIG ;;, q 8P DATA PROVIDE GLEAN OUT AT �- JA .05 2023 MDL430i7�24 OR APPROVP77 t-au�l_ BP DATA OCT.10,2025 FACE OF BUILDING 8�-g" '�`." �:' z BOT EL=3.,30 PROVIDE END GAP LEVELIN& DEVICE �" .: + ....1-•V:.,:: ,.,:;:. , W AIR LINE TO BLOWER MDL#5L-4 MF6 BY TUF-TITS OR io N - + :.:.,. x1f:,;, '• ::':: : m '100 6AL. I/A OWTS APPROVED EQUAL FOR ALL HI6HEsT EXPECTED 6W EL-1.7 MOL. GEN-7 MF6. BY FUJIGLEAN USA DISTRIBUTION BOX OUTLET PIPES SANITARY LEACHING GALLEY 2-5" - 14" �-- TOTAL OF (6) GALLEYS HYDRAULIC PROFILE 477 SFSWA WATERPROOF RETAINING WALL JOB NO.2020-0153 NTS DWG.2020 0153_bp 2 OF 2 I I _—_—_ PROPOSED RID5E HEIGHT CL Q ELEV. +41.0' 12 �N Q ,4, c� O (V PAN N C O Cr—ZO Oo 00 0 .s` O m z c Np mtn r Q r � Q a370 r PROP p� ► HIALMA r ► i 70 ► PROP. �' PROP05ED SECOND FINISHED FLOOR ELEVATOR i ELEV. +26.5'IT �J SHAFT , n0 D W W -_ ") J [ F.J. PER PLAN [�' U C Q i-- 0) - - - I_ _ II 57 PROPOSED FIRST FINISHED FLOOR ELEV. +16.3'IT _D.J. PER PLAN F.J.PER PLAN r F.J. PER PLAN J OFE r --------------------- ELEV. +15.0' i ' _ BFE NE 13) i ELEV. +13.0' i i - - - - - - PROP, - - - - - - FOYER J d� PROP. ENTRY FOYER FINISHED FLOOR �� -------- ELEV. BASELINE (AVERAGE GRADE) ELEV. +6.0' PROPOSED DNELLINO 5EGTION an SCALE, 1/4" - I'-0" w E 2 0 U ju 0 z IU 1" G Z w I d N ' X- 'F W 1 IL 1 zX 11 M ^ ^ IH v m I 17 PROJECT: W i < �1_l WdxlI-1 m w 1 w 0- �I I MKS REALTY w;� z u a o o °o ;�0 RESIDENCE z di� =' oo o� 43 �,�1I11d tu o10 W 9 Qw 0 olo dz �'Q� ti N I N (L D d t0 U lu N I N g I 1925 N SEA DRIVE SOUTHOLD, NY 11971 i I 1 1 I I ' ' 1 1 ' I I t DRAWING TITLE: I I I I I 1 I 1 I 1 1 I I 11 PROPOSED SITE SECTION PROPOSED DWELLING SECTION I I I I 1 I I II I I I I I 1 1 I I i I 1 I I I I i I I 1 1 PAGE: FIRST F.F. 1 I 1 I I 11WTL-1 DFE — — =8.0" I EL.=q.56 EL.=8.0" j ' I I II I I I 1 I " DATE:10/31/25 PAGE 10F 1 PROPOSED VNELLINO WITHIN THE REGULATIONS OF THE SUPREME COURT OF THE STATE OF NEW YORK, COUNTY OF SUFFOLK STIPULATION DATED JULY 18TH, 2024 ED A M. act PROP05ED SITE PLAN GR055 5EGTION 9� 037a05 �p2 50ALE: I" - 20'-0" FpF NBA Project Narrative for MKS Realty, LLC at 1925 North Sea Drive, Southold SCTM #1000-54-4-20 November 4, 2025 Project Narrative Prepared By Land Use Ecological Services, Inc. 570 Expressway Drive South, Suite 2F, Medford,NY 11763 Lana [Tse Contact: Kelly M. Risotto, Principal Tel. (631) 727-2400 Email. krisotto(a,landuse.us E C E V E N 0 V - 6 2025 Southold Town Board of T rustees N 00 Project Purpose and Need The purpose of this project is the development of the last existing vacant residential lot within the developed neighborhood north of North Sea Drive as a single family residence (Figure 1). The residence is proposed in line with or landward of the existing line of development(i.e. pier line). The site is 63,967 SF (1.47 acres) and is zoned residential R-40. The proposed residential use is compatible with current zoning as well as the existing character of the neighborhood. M Ca A6 .ram ' PAM 41, 6 1� � �wy - � � .�, �� a is�LL 1 Y�.;�� ,�� ^✓ S" ,�, Figure 1.North Sea Drive existing development conditions as of 10/1/2025(Nearmap aerial). Description of Proposed Activities The property owner is applying for a Wetland-Coastal Erosion Permit from the Town of Southold for construction of an irregular two-story 1,672 SF single family dwelling with attached garage, with overall dimensions of 107.6' x 16.7% (2) second floor balconies partially above the dwelling footprint with 52 SF of balcony coverage; a raised deck partially beneath the dwelling footprint, with 640 SF of footprint extending north of the dwelling footprint; a 1,200 gal underground propane tank (UPT); innovative/alternative onsite wastewater treatment system (I/A OWTS) containing (1) FujiClean CEN-7 1,000 gal wastewater treatment unit and (6) 8.5' L x 3' effective depth sanitary leaching galleys; public water service connection; and stormwater management system with (4) 10' diameter x 2' deep drywells for storage and treatment of runoff from 2 inch rainfall event. Approximately 325 CY of clean fill will be used for VA OWTS grading to achieve 2 foot separation to groundwater for leaching components. All mechanical equipment will be located above the design flood elevation. A breakdown of the size of each proposed structure is provided on the Survey/Site Plan, as well as in the table below. Proposed Structure Size(SF) CoverageLot Dwelling 1,672 2.6 Deck(beyond dwelling footprint) 640 1.0 NOV — b 2Q25 Balconies(beyond dwelling footpriot) 52 0.1 Gravel Driveway +/-2,000 3.1 TOTAL +/-4,364 6.8 Southold Town Board of Trustees Project Narrative 11/4/2025 1925 North Sea Drive, Southold 1/4 ti 00! 00 The project has been designed to maximize setbacks to Long Island Sound (245.2 feet), the beach (> 140 feet), the dune/beach ridge crest (> 32 feet), and the landward limit of the dune/beach ridge (> 6 feet). Structures are proposed on piles and elevated to meet current FEMA requirements for a VE El. 13 flood zone per map #36103C0154H (effective 9/25/2009). Structures will also be designed in accordance with standards set forth in ASCE/SEI 24-14, Flood Resistant Design and Construction, for construction in coastal high hazard areas. These standards have been adopted by NYS and the Town within their respective building codes. Wastewater will be treated with an I/A OWTS proposed in the southeast corner of the site and sized in accordance with Suffolk County Department of Health Services (SCDHS) residential standards. This I/A OWTS will reduce nitrogen loading to groundwater and surface waters when compared with traditional sanitary systems, and is the preferred environmental alternative for development in sensitive areas. In accordance with NYSDEC and SCDHS standards, the I/A OWTS is elevated a minimum of 2 feet above groundwater (treatment unit) and 3 feet above groundwater (leaching galleys). Elevation of the system will necessitate placement of 325 CY of clean fill. The system will be enclosed on the west, south, and east sides by a waterproof retaining wall with a top elevation of 9.2' NAVD and maximum height above grade of 2.2 feet. Stormwater from a 2 inch rainfall event will be treated and stored in drywells proposed south of the dwelling and in the driveway. Drywells will be elevated a minimum of 2 feet above groundwater. Total storage required for this site is 542 CF, total storage provided is 548 CF. Approximately 230-245 feet(width)of beach and dune habitat will be preserved with this project,through establishment of a variable width natural and undisturbed buffer seaward of development activities. The buffer is over 130 feet wide within the vegetated dune, and an additional 85-110 feet wide within the existing beach habitat. Areas of disturbance will be planted with native vegetation in accordance with the Native Planting Plan. Trees to be planted along the property edges include Eastern red-cedar (Juniperus virginiana) and post oak (Quercus stellata). Shrubs to be planted include bayberry (Morella pensylvanica) and beach plum (Prunus maritima). Herbaceous species to be planted and seeded include American beach grass (Ammophila breviligulata), coastal panicgrass (Panicum amarum), and seaside goldenrod (Solidago sempervirens). All of these species are currently found within vegetated areas of the property. For protection of adjacent properties, natural areas, and Long Island Sound, areas of disturbance will be contained with a perimeter silt fence installed in accordance with NYSDEC and Town standards for fence height and embedment. Silt fence shall be installed prior to the start of any construction activities, shall be maintained for the duration of construction, and will be removed after final stabilization of the site is achieved. Existing Ecological Conditions The subject property is undeveloped and largely undisturbed. The northern third of the site is unvegetated beach habitat to the property boundary at mean high water. The central third of the site is a vegetated dune habitat with herbaceous species that include beach grass (Ammophila breviligulata), beach pea (Lathyrus japonicas), coastal panicgrass (Panicum amarum), common reed (Phragmites australis, sparse), and salt hay (Spartina patens, sparse and in upland); a large patch of Rugosa rose (Rosa rugosa); and some bayberry (Morella pensylvanica) rExhibit 1. Photos]_. Project Narrative 11/4/2025 1925 North Sea Drive, Southold 4 NOV - 6 2025 lee The southern third of the site contains patchy shrubs, including bayberry and beach plum (Primus maritima); and patchy trees including Eastern red-cedar (Juniperus virginiana) and post oak (Quercus stellata). Herbaceous vegetation in the southern third of the site is sparse, mainly coastal panicgrass. Along the road edge, non-native and invasive species such as black locust (Robinia pseudoacacia) and autumn olive (Elaeagnus umbellate) mix with post oak and eastern red-cedar. Little blue stem (Schizachyrium scoparium) is also present along the road edge. Existing Dune Conditions Site topography was utilized for mapping of dune features by the surveyor. The location of the crest of dune/beach ridge is indicated as coincident to the highest recorded elevations, moving landward from the beach area, prior to sloping downward. The location of the landward toe of the dune/beach ridge was developed from a combination of following the methodology of the Bombara(adjacent west) application, as well as the grades and vegetation spanning between the two adjacent developed properties. Beach and Dune Change Over Time The shoreline along North Sea Drive is stable. Aerial photographs were utilized to digitize the dry beach in 1957, 1971, 1994, 2013 (post-Sandy), 2020, and 2025 (Exhibit 2, Aerial Timeline). As demonstrated by aerials going back 68 years,the beach is stable, with fluctuations of 5-15 feet between 1957 and 1994. The beach was at its narrowest in 2013, following Superstorm Sandy in October 2012, and has accreted 70-75 feet in the vicinity of the subject property since 2013. Based on 2025 aerials and the site survey,the dry beach area is currently at its widest since 1957. In addition to dry shoreline, the general limit of dune vegetation was digitized from aerial photographs in 1957, 1971, 1994, 2013, 2020, and 2025 (Exhibit 3, Vegetated Dune Limit). The vegetated dune has actually expanded seaward (i.e. north) 70-95 feet at the subject property since 1957. Similar to the dry shoreline, the vegetated dune is currently at its widest/most seaward since 1957. Based on this analysis, the site at 1925 North Sea Drive is stable, with no significant coastal erosion occurring to the beach or dune in the past 68 years for which this analysis was performed.North Sea Drive has undergone residential development along its length during this time; residential development has not affected the beach and dune system, as evidenced by the analysis performed. Development of the subject property, preserving 32,600± SF of vegetated dune and the entire beach, is therefore not anticipated to negatively impact these natural protective features. Alternatives Considered Alternatives considered include No Action and construction of alternate structure design,sizes,and layout. No Action does not achieve the goal of the project to provide a single family residence for the owner of this residential parcel, and was therefore dismissed. There have been several iterations of site layouts presented for this project, including prior applications to the Southold Trustees and ZBA which were denied and appealed. As a result of the appeal process,the Supreme Court of the State of New York issued a Stipulation of Settlement(Exhibit 4), which stipulated and agreed to residential development at this site with the following conditions: r 1. The house may have a maximum 1,700 square foot footprint; �R CQ V E 2. The house may have 3,400 total square footage, inclusive of garage; 3. The house to be centered on the lot; NOV - 6 2025 1UMI Project Narrative 11/4/2025 1925 North Sea Drive, Southold Board of Tr�Atees ` 00 ! 4. The rear foundation may not extend farther north than that of the neighboring property to the west, 1725 North Sea Drive; 5. The outside decking may be a maximum of 750 square feet and shall extend no farther north than the decking of 1725 North Sea Drive; 6. No pool allow at 1925 North Sea Drive; 7. MKS's revised application will avoid and/or minimize any variances from code requirements other than issuance of Coastal Erosion Permit as set forth hereinabove, except MKS may apply to the Zoning Board for a front yard variance if needed; and 8. Inclusive of all condition imposed by previously issued wetlands permit and all customary mitigation associated with issuance of the CEHA permit. The current proposed site plan meets all of the above requirements of the Stipulation of Settlement and should therefore be approved. Potential Impacts and Mitigation Measures Proposed to Reduce Impacts Mitigation measures proposed with this project include preservation of 230-245 foot wide buffer as natural beach and dune habitat, planting of disturbed areas with native vegetation, installation of an I/A OWTS to reduce nitrogen loading to groundwater and surface waters, and installation of a stormwater management system to treat and store runoff prior to discharge to Long Island Sound. As a result of this project design and proposed mitigation and protection measures, there are no impacts anticipated to adjacent properties. Runoff will be contained onsite with the stormwater management system.Adjacent properties will be screened with native vegetation in accordance with the Native Planting Plan, including preservation of existing native vegetation south of the proposed dwelling to screen it from the roadway and properties south. Proposed development is in line with or landward of the line of development for the north side of North Sea Drive, including the adjacent properties. The Town of Southold has documented shorebird nesting between McCabe's Beach and Kenny's Beach, where this stretch includes the beach on and north of the site. Specifically, the Town has documented piping plovers (Charadrius melodus) nesting on this stretch of beach; plovers prefer to nest on the unvegetated beach landward of mean high water during the months of April—August. Due to the existing residential development along this stretch of North Sea Drive, the landward design of this residence proposed in line with or landward of the existing development and> 130 feet landward of their preferred beach habitat, and the proposed natural buffer, there are no impacts anticipated to nesting plovers or their preferred beach habitat. Development is proposed more than 30 feet landward of the dune crest,and will impact existing vegetation on the back dune. However, impacts are minimized by project design, which maximizes preservation of natural areas and proposes native vegetation in areas of disturbance. As a result of these design and preservation features, impacts on the function of the dune as a protective feature are not anticipated. NOV - 6 2025 Southold Town Board of Trustees Project Narrative 11/4/2025 1925 North Sea Drive, Southold 4/4 so 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 Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: March 9, 2026 Re: LWRP Coastal Consistency Review MKS REALTY, LLC, SCTM# 1000-54.4-20 This application is to construct a proposed irregular shaped three-story 1,672 sq. ft. single-family dwelling with two garage entrances and one 8'x8' seaward overhead door entrance (overall dimensions of 107.6'x16.7') on top of 18"x18" foundation piers with helical piles; ground level (first floor) to be ±9' in height with break-away walls except at front on-grade entry where conventional walls to be utilized and slab floor throughout; a seaward 640 sq. ft. second floor deck with a kitchen/bbq area, 5'x15' stairs to ground and a 41'x3.5' shed roof above; two (2) 4'x12.3' third floor seaward balconies; a 3.5'x11.3' at-grade masonry entry patio; install an I/A OWTS sanitary system in the southeast corner, adding 325 cubic yards of clean fill and installing retaining walls enclosing the west, south and east sides with a top elevation of 9.2' NAVD and maximum height above grade of 2.2'; install a ±2,000sq.ft. pervious gravel driveway; install water and electric services; install a stormwater management system with drywells all landward of dwelling in the driveway and elevated a minimum of 2' above groundwater; install a 1,200 gallon underground propane tank; all areas of disturbance to be revegetated using native species; and to establish and perpetually maintain a vegetated Non-Disturbance Buffer area throughout the area seaward of the limit of clearing, grading and ground disturbance line, with a 4' wide access path to the beach. 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 proposed action is INCONSISTENT with the policies of the LWRP as follows: 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. The proposed residence is not in keeping with the character of the homes to the east and will block long-standing views of Long Island Sound. Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold 3.1 Enhance visual quality and protect scenic resources throughout the Town of Southold. A. Minimize introduction of structural design components (including utility lines, lighting, signage and fencing) which would be discordant with existing natural scenic components and character. F. Improve the visual quality associated with hamlet areas. G. Improve the visual quality of historic maritime areas. The proposed actions will significantly degrade the visual character of this natural area. Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. 6.3. Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. D. Provide adequate buffers between wetlands and adjacent or nearby uses and activities in order to ensure protection of the wetland's character, quality, values, and functions. The plan includes property improvements that are inconsistent with the requirements of Chapter §268 Waterfront Consistency Review based on construction of a residence less than 100' from the dune. And Town code policy §275-3 "Findings; purpose; jurisdiction; setbacks" C. Jurisdiction (1) dune D. Setbacks. (1) The following minimum setbacks apply to any and all operations proposed on residential property within the jurisdiction of the Board of Trustees: (a) Wetland boundary or bank [1]Residence: 100 feet. The plan does not meet the minimum setback of 100 feet from the point of jurisdiction which is the Dune. Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. 9.2 Protect and provide public visual access to coastal lands and waters from public sites and transportation routes where physically practical. A. Avoid loss of existing visual access. 1. Limit physical blockage of existing visual access by development or activities due to the scale, design, location, or type structures. 2. Protect view corridors provided by streets and other public areas leading to the coast. 3. Protect visual access to open space areas associated with natural resources. 4. Use Community Preservation Project Plan funds to obtain scenic easements to protect key scenic vistas from transportation corridors and other public sites. 5. Include public visual access criteria in the Conservation Opportunities Process. B. Minimize adverse impact on visual access. 1. Provide for view corridors to the coast in those locations where new structures would block views of the coast from inland public vantage points. 2. Use structural design and building siting techniques to preserve or retain visual access and minimize obstruction of views. The proposed actions will significantly block a historic view of Long Island Sound. 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. Glenn Goldsmith,President {1�� S��/j Town Hall Annex A.Nicholas Krupski,Vice Presidentt"A�%, yl® � 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz GilloolyTelephone(631) 765-1892 Elizabeth PeeplesFax(631) 765-6641 y��UNT`1��-� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Otlt'ice Use Onl. �, E� `1 61� Coastal Erosion Permit Application !LN Wetland Permit Applicationd�Administrative Permit 6 20)2 Amendment/Transfer/Exte sion Received Application: 11 d.� mi _Received Fee: $o[ .moo _ sardrelaTolc � Beard of Tru�tces _Completed Application I Fj' oZ -� — _)LIncomplete: la_/o?oZ�'RS ` SEQRA Classification: Type I__ Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: _ Coordination:(date sent): _)�_LWRP Consistency Asse sment Form Sent: 2 20 Z� CAC Referral Sent: JV Date of Inspection: // 01 Receipt of CAC Report: N _Technical Review: Public Hearing Held: T/rf 5A Resolution: Owner(s)Legal Name of Property (as shown on Deed): MKS Realty, LLC _ Mailing Address: 77 Meadowbrook Road, Syosset, NY 11791 Phone Number: 516-924-2877 Suffolk County Tax Map Number: 1000- 54-4-20_ Property Location: 1925 North Sea Drive, Southold, NY 11971 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Land Use Ecological Services, Inc. / Kelly M Risotto Mailing Address: 570 Expressway Drive South, Suite 204, Medford, NY 11763 Phone Number: 631-727-2400 Email:krisotto@landuse.us -- moo( ser►�--a/I s-lat� �' -,xd of Trustees Applicati— GENERAL DATA Land Area(in square feet): 63,967 SF Area Zoning: R-40 (residential) Previous use of property:Vacant Intended use of property: Single family residence Covenants and Restrictions on property? Yes __E_No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes _nNo 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. his project reopire any demolition as per Town Code or as determined by the Building Dept.? Yes Jv(J No Does the structure(s) on property have a valid Certificate of Occupancy? Yes W]_No Prior permits/approvals for site improvements: Agency Date ✓❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? No ❑ Yes If yes, provide explanation: Not applicable, no prior permits. Project Description (use attachments if necessary): Proposed single family dwelling with accessory decks and access stairs, pervious driveway, I/A OWTS, stormwater management system, and path for access to U Sound. Approx. 230-245 FT of existing beach/dune habitat will be preserved landward of MHW (except for proposed path). See also Project Narrative. Ord of Trustees Applicati-y- WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Proposed construction of a single family residence on a residential parcel within the Town of Southold. Area of wetlands on lot: 0 _ square feet Wetland boundary is MHW, which is the seaward property boundary. No wetlands are present on the site. Percent coverage of lot: 0 Closest distance between nearest existing structure and upland edge of wetlands: N/A feet Closest distance between nearest proposed structure and upland edge of wetlands: 245.2 feet Does the project involve excavation or filling? ❑ No ✓ Yes If yes, how much material will be excavated? 0 cubic yards How much material will be filled? 325 cubic yards Grading proposed to elevate I/A OWTS, Depth of which material will be removed or deposited: up to 4 feet which will be enclosed by a retaining wall. Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: An excavator will be used for onsite grading for construction of structures and infrastructure. Fill is proposed to elevate the I/A OWTS to achieve 2 FT separation to groundwater. Fill area will be enclosed with a retaining wall on the west, south, and east sides. Refer to Site Plan. 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): There will be no effect on wetlands and tidal waters of the Town, as there are no activities proposed within 230-245 FT of wetlands, and beach and dune habitats between MHW/wetlands and construction activities will remain undisturbed. -,Ord of Trustees Appli.cati COASTAL EROSION APPLICATION DATA Purposes of proposed activity: Proposed construction of a single family residence on a residential parcel within the Town of Southold. Are wetlands present within 100 feet of the proposed activity? No Yes No work is proposed Does the project involve excavation or filling? F] No Yes within 230-245 FT of MHW/wetlands. If Yes, how much material will be excavated? 0 (cubic yards) How much material will be filled?.325 CY for I/A OWTS (cubic yards) Manner in which material will be removed or deposited: An excavator will be used for onsite grading for construction of structures and infrastructure. Fill is proposed to REFER TO PROJECT NARRATIVE Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) Project design minimizes environmental impacts through preservation and protection of 52,524 SF of beach and dune habitats, and no disturbance within 230-245 feet of MHW/ wetlands (except for proposed path). No impacts to these natural protective features are expected. Residential structures are located in line with/landward of neighboring structures, and therefore no impacts to neighboring properties are expected. Refer to Project Narrative for additional information. Short Environmental Assessment 1,Orin Part 1 -Project Information 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 1 based on information currently available. If additional 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 1—Project and Sponsor Information Name of Action or Project: 1925 North Sea Drive-Southold Project Location(describe,and attach a location map): 1925 North Sea Drive,Southold,NY.See attached Location Map. Brief Description of Proposed Action: Proposed construction of a single family dwelling with accessory decks and access stairs,pervious driveway, I/A OWTS,stormwater management system,and path for access to LI Sound.All structures are proposed>245 FT landward of tidal wetlands/MHW.Approx.230-245 FT of existing beach and dune habitat will be preserved landward of MHW,with the exception of the proposed path,which has been sited to minimize disturbance to dune vegetation. Name of Applicant or Sponsor: Telephone: 631-727-2400 Kelly M Risotto/Land Use Ecological Services,Inc.(AGENT) E-Mail: krisotto@landuse.us Address: 570 Expressway Drive South,Suite 204 City/PO: State: Zip Code: Medford NY 11763 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that ❑ 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 government Agency? NO YES If Yes,list agency(s)name and permit or approval:Approvals required from NYSDEC,SCDHS,Town of Southold. ❑ ❑� 3. a.Total acreage of the site of the proposed action? 1.35+/-acres b.Total acreage to be physically disturbed? 0.25+/-acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.35+/-acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial m Residential(suburban) ❑Forest ❑ Agriculture © Aquatic m Other(Specify): beach Parkland Page 1 of 3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑✓ ❑ b. Consistent with the adopted comprehensive plan? ❑ ✓❑ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural 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: ❑✓ ❑ 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES b. Are public transportation services available at or near the site of the proposed action? ❑✓ ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? 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 public/private water supply? NO YES If No,describe method for providing potable water: El W1 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: UA OWTS is proposed for treatment of wastewater at this site. Fv(1 ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑✓ ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑✓ 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: Page 2 of 3 14. Identify the typical habitat types th _._:,ur on,or are likely to be found on the projec . Check all that apply: m Shoreline ❑ Forest ❑Agricultural/grasslands m Early mid-successional ❑Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? El ❑ Piping Plover,Common Tern,... 16. Is the project site located in the 100-year flood plan? NO YES 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? ❑✓ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑✓ ❑ If Yes,briefly describe: Onsite stormwater management system is proposed,as there are no municipal faclities along North Sea Drive. 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon, dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ -19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES 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 CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/ onsor/name: elly M Risotto/Land Use Ecological Services,Inc.(AGENT) Date: 10/29/2025 Signature: Title:Agent/Principal PRINT FORM Page 3 of 3 E�1F Mapper Summary R >rt nesaay, October 29, 2025 11:18 AM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental {, �5#_-4 2 '_i assessment form(EAF).Not all questions asked in the EAF are s 54 _2 { 5 _5_1 ++ answered by the EAF Mapper.Additional information on any EAF + question can be obtained by consulting the EAF Workbooks.Although the EAF Mapper provides the most up-to-date digital data available to r+ 5 a.- 21 DEC,you may also need to contact local or other data sources to 5+��5-2 � confirm data provided by the Mapper or to obtain data not provided by the Mapper. SGU11d F cklllc IJ 1' rf f aiiec _KI i�tt744. 4 L , AOMPe SOUSId .Ir 5.+.-5-45.5 5 4;-4#20 _ r—`Hamrld`nn r 'Alban RoMmOr �tY i� ' ti w. 54.: '1 r 54.-5-45.8 if f ❑ _ - �� _ 54-4-.1.8� I{ F {,,51.E i,.9 S u.r C ,E. HERE Qhrrcun USA ript rrrap,IPJ REPO i°F:. Sour r :Esri, HERE,frail rir:,U' r Ir.ertYr�,p,,JP;CREtnE�dT F Iti"13Can, �srl Ja ar,,NIETI, Esrl �9F:r_3r�+Esri:l �,,,r t 1ETI n �t3ir 3 r�hna t r a}'E riri: ram_ ,Esri. hrrta(H r,:a Kong; ,r!Kua mlEyrf TI iland,S NG C, `4 CE��rr a f lal� ontri uk�rs,.Ana �Tli�rl rli;;PtiC s l ! ,;' PPrSsf? $P 1�p _,`'trr'1 tors,arty tit �15. f � f' '� _ f_ crn l54.-5-42:2-._ cl _ -1s"lra�'rC�mI �n-tf I U��r ccJPrirti{1'r; nE ri HERr:darn n�, ,° 5;P�1P5 Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] No Part 1 /Question 13a [Wetlands or Other Yes- Digital mapping information on local, New York State, and federal Regulated Waterbodies] wetlands and waterbodies is known to be incomplete. Refer to the EAF _ Workbook. Part 1 /Question 15 [Threatened or Yes Endangered Animal] _ Part 1 /Question 15 [Threatened or Piping Plover, Common Tern, Least Tern, Northern Long-eared Bat Endangered Animal - Name] Part 1 /Question 16 [100 Year Flood Plain] Yes Part 1 /Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report 1 Board of Trustees Application AFFIDAVIT Antonios Vournou for MKS Realty, LLC BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE 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 �� DAY OF C) /Oz otary ub c_ MANOLI KALAMOTOUSAKIS NOTARY PUBLIC-STATE OF NEW YOOK No. 02KA6213500 Qualified In Aueens County My Commission Expires November 09,20M Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) UWe, Antonios Vournou for MKS Realty, LLC owners of the property identified as SCTM# 1000-54-4-20 in the town of Southold ,New York,hereby authorizes Land Use Ecological Services, Inc. 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. -- L0 f 3I�5 Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS 3�d DAY OF f� , , 20aL_ Notary Public MANO I KALAMOTOUSAK16 NOTARY PUBLIC-STATE OF NEW YOR1C No. 02KA6213500 Qualified In Queens County My Commission Expires November 09,20A APPLICANT/AGENT/REPRESENTATWE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics Prohibits conflicts of interest on the hart of town officers and emnlovees The purpose 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: VOurnou, Antonios for MKS Realty, LLC (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 F1 NO _,�W_ 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 �j I / 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): QA)the owner of greater than 5%of the shares of the corporate stock of the applicant -n (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the Rapplicant is not a corporation); C)an officer,director,partner"or employee of the applicant or D)the actual applicant DESCRIPTION OF RELATIONSHIP (L� Submitted thi ` day of OG *r 20?S- Signature _ Print Name nontios Vournou Form TS 1 for MKS Realty LLC APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics nrohibits conflicts of interest on the hart of town officers and employees.The nurnose 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: Risotto, Kelly/Land Use Ecological Services, Inc. (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 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): LIA)the owner of greater than 5%of the shares of the corporatc 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 -Rapplicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitte his � Lay,of ��` " 20Signature a Print Name Kelly Risotto Fonn TS 1 Land Use Ecological Services, Inc. Representing MKS Realty LLC Glenn Goldsmith, President Town Hall Annex 0 C . A.Nicholas Krupski, Vice Presidentrh�0 Gy�c 54375 Route 25 Eric Sepenoski $ j P.O. Box 1179 Liz Gillooly ,\v- Southold,NY 11971 k y ! Telephone(631)765-1892 Elizabeth Peeples n^��l O Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NOTICING ADJACENT PROPERTY OWNERS 5,1- y- 19 sy- + aU sal - s- ys� Y sL/ - qS-. g Above are property tax map numbers (SCTM#'s) listed that you need to notice for the properties that are located on either side of you, across the street from you and fall within your property lines, and possibly other properties that require noticing per Chapter 55 of the Southold Town Code. In order to find the legal mailing addresses to the SCTM#'s please visit the Southold Town website at https://southoldtownny.gov and go to the Assessors page. Under the Assessor's page click on "Forms and Links." Under that page, click on the "2024 Assessment Roll." This will take time to download as it is a large pdf. Once downloaded when you go into it you will see that the list goes numerically by property tax map numbers (SCTM#'s). Scroll down to find the SCTM#'s listed above. The legal mailing address to each of the neighboring properties can be found directly under the property tax map number on the far-left side of the lists. Please mail each property listed above a completed copy of the Notice to Adjacent Property Owners form and a photocopy of the proposed plan/site plan (construction pages do not need to be mailed). Each neighbor's noticing packet must be mailed by certified return receipt mail through the USPS no less than seven days prior to the Public Hearing date. After all mailings have been submitted to the postmaster, all receipts from the mailings and the completed Proof of Mailing form must be submitted to this office prior to the Public Hearing date. The bright green Notice of Hearing card needs to be posted in front of your property close enough to the street that public can read it. This sign must be posted and stay posted for no less than seven consecutive days prior to the Public Hearing. After the seven days you can complete the Proof of Posting form which needs to be submitted to this office prior to your hearing. If you p-ut the sign up where there is more than seven days before the hearing, just leave it up through the day of the hearing. You can take it down the next day. Board of Trustees Application I PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: MKS Realty, LLC SCTM #1000-54-4-20 NAME: ADDRESS: Robert G & Margaret M Bombara, 1725 North Sea Drive, Southold, NY 11971 Louis M & Elizabeth Mastro, 25 Compass Lane, Levittown, NY 11756 Joseph J Burrascano Jr & Dona Burrascano, 2120 North Sea Drive, Southold, NY 11971 Irene C Vitti, PO Box 1337, Southold, NY 11971 STATE OF NEW YORK COUNTY OF SUFFOLK Kelly M Risotto , residing at Land Use Ecological Services, Inc. 570 Expressway Dr S, Suite 204, Medford being duly sworn, deposes and says that on the 5 day of March 20 26 , 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 Holbrook NY 11741 , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. i ignat e Sworn to before me this Day of RGCch ; 20 a( b ____ —oft d J MELISSA KELLEY Notary Public-State of New York NO.01KE0010634 Notary Public Qualified in Nassau County My Commission Expires Jul 5,2027 i n ® s e e O ® ® s , e p �I EM M M ° o < o ttl St�Uth'U.l'drY 1171 Souhld;AdY 119, 1 A Er Certified Mail Fee i i7 �[ Certified Mail Fee s. rl+ 1+741„ $9.,.rl+ M Extra Serv!Z es&Fees(checkbox,add fee ppWariate) v Extra SentiCeS&Fees(check box,add fee �.gpprg late) M Return Recelpt(hardcopy) $ .!rCi �+ Return Receipt(hardcopy) $ '_+n+„I � ❑Return Receipt(electronic) Post Return Receipt(electronic) $ ® h Postmark ❑Certified Mail Restricted Delivery $ ElCertified Mail Restricted Delivery $ • e $U.UU Here Cr- —$�1.rt:U-1---r �.- � Here ❑Adult Signature Required $ kt_�T� ,-�_ > rU []Adult Signature Required $rIj _ Ljj ❑Adult Signature Restricted Delivery$ ' ; ;Jri �, L) []Adult Signature Restricted Delivery$ °t-rTJ-" 1 ` Postage ¢1 ) Postage $0.78 O $0.78 $ 'LIPo ge and Fees 93t+-5/2 26 Total Postage and Fees flu/1IeiJ��l_+'�6 o � ci 1+:+.48 Se T �[] _ U�__ °" c c �_ Mac arc �_ t�baca yq� r - - - ------ -- - -------------------.._.------ c0 $tr tan � ---- ---- ----------------------------------------------------.._ �1 Street and A _IV„or P x No. Ln pt rP6BOXNo. 37 Ir c-�s 5 z -�-Y -------------------------- -------------- (9 - y Q' City to tZIP� '1 �-1�' LI" Y;ee 'V 1 ee Bea'A' ^11 1 el AAA•e• ®• ® W ®p M m Mail 1 ® Levittawn q. 1Y 117 ti n.l Southolty NY 11971 . Er Certified Mail Fee Er Certified Mail Fee r CO $ $5.W+-1.. i 174 1 CO $ $_+.30 0741 M Extra SeYVices&Fees(check box,add fee s /l+i �-ate) 8 M Extra ServlCes&Fees(check box,add fee p late) W M SJ Return Receipt(hardcopy) $ 1 ('t +� Return Receipt(hardcopy) $ ❑Return Receipt(electronic) $ -1 t-Ij�l,� Postmark ® ❑Return Receipt(electronic) $ ..Postmark []Certified Mail Restricted Delivery $ HeYe ❑Certified Mail Restricted Delivery $_ •:; Here —iN 1111— t�- A7,1!l 1 ❑Adult Signature Required $ []Adult Signature Required $ y':C; ❑Adult Signature Restricted Delivery$ - S '-S1 ❑Adult Signature Restricted Delivery$ g LgeLL Postage sr r $�+.7° ED $ 1. 3 m `'' �' r q Total Postage and Fees C+4'i7).+5/2076 r`-q Total Postage and Fees +.+31/0572ll'6 10.48 � S nt To Er ---------------- ------- ----------- °� `� �o __ � scartoU- o., rF�OB zNo. ___________________________, y4�LrIStegtaridAliOMorSSBoxN L--_.___ ._(( �{_. �� -�Cti State �( i.�q7A 1 A A IAA°A• Glenn Goldsmith, President SOF01��, Town Hall Annex A.Nicholas Krupski, Vice President ,�� G��_ 54375 Route 25 Eric Sepenoski P.O. Box 1 179 Liz Gillooly Southold,NY 11971 Joseph Finora >.y�p� ��?` ` 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 MKS REALTY, LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED INPLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE— COMPLETE THIS FORM ON EIGHTH DAY OR LATER I, Kaitlyn Fox , residing at/dba Land Use Ecological Services, Inc. 570 Expressway Drive South, Suite 204, Medford, NY 11763 being duly sworn, depose and say: That on the 4th day of March , 2026 , I personally posted the property known as 1925 North Sea Drive, Southold, NY 11971 by placing the Board of Trustees official noticing poster 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 frill seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, March 18,2026. Dated: (signa ture) ) Sworn to before me this 12Nay of AC-(&\20Z6 MELISSA KELLEY Notary Public-State of New York ^�, NO.01 KE0010634 of y� Qualified in Nassau County Notary Public My Commission Expires Jul 5,2027 Glenn Goldsmith,President ®F S0(®,�p Town Hall Annex 01 Nicholas Krupski,Vice President ,`0� ®l P.O. Route 25 ® P.O. Box 1179 Eric Sepenoskii Southold, New York 11971 Liz Gillooly G Q Telephone (631) 765-1892 Joseph Finora Fax(631) 765-6641 olycoU ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD AN IN-PERSON PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, MARCH 18, 2026 AT OR ABOUT 5:30P.M. IN THE TOWN HALL MEETING HALL LOCATED AT 53095 ROUTE 25, SOUTHOLD PROJECT DESCRIPTION FOR: Land Use Ecological Services, Inc. on behalf of MKS REALTY, LLC LOCATED: 1925 North Sea Drive, Southold. SCTM# 1000-54-4-20 For a Wetland Permit and a Coastal Erosion Permit to construct a proposed irregular shaped three-story 1,672sq.ft. single-family dwelling with two garage entrances and one 8'x8' seaward overhead door entrance (overall dimensions of 107.6'x16.7') on top of 18"x18" foundation piers with helical piles; ground level (first floor) to be ±9' in height with break-away walls except at front on-grade entry where conventional walls to be utilized and slab floor throughout; a seaward 640sq.ft. second floor deck with a kitchen/bbq area, 5'x15' stairs to ground and a 41'x3.5' shed roof above; two (2) 4'x12.3' third floor seaward balconies; a 3.5'x11.3' at-grade masonry entry patio; install an I/A OWTS sanitary system in the southeast corner, adding 325 cubic yards of clean fill and installing retaining walls enclosing the west, south and east sides with a top elevation of 9.2' NAVD and maximum height above grade of 2.2'; install a ±2,000sq.ft. pervious gravel driveway; install water and electric services; install a stormwater management system with drywells all landward of dwelling in the driveway and elevated a minimum of 2' above groundwater; install a 1,200 gallon underground propane tank; all areas of disturbance to be revegetated using native species; and to establish and perpetually maintain a vegetated Non-Disturbance Buffer area throughout the area seaward of the limit of clearing, grading and ground disturbance line, with a 4' wide access path to the beach. 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: MKS REALTY, LLC SUBJECT OF PUBLIC HEARING: Please see attached Project Description Page posted with this notice. TIME & DATE OF PUBLIC HEARING: Wednesday, March 18, 2026 — 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 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 minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A: proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes°all.of Southold_To)Ln)- 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus,.each answer must be a nlalgW in detail; listinit both supporting--and non- supporting facts. if an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 54 4 _ 20 PROJECT NAME MKS Realty, LLC The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate`response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity,agency regulation,land transaction) El (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit, approval,license,certification: Nature and extent of action: Proposed single family dwelling with accessory decks, stairs, I/A OWTS, gravel driveway, and stormwater management system. All structures proposed>245 ft from MHW/wetland boundary. Preservation of natural dune and beach system. Please refer to the attached Project Narrative. L . Location of action: 192D north Sea Drive, Southold,NY 11971 Site acreage: 1.47+/- (63,967 SF) Present land use: Vacant Present zoning classification: R-40 Residential 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: MKS Realty, LLC c/o Antonios Voumou (b) Mailing address: 77 Meadowlark Raod, Syosset,NY 11791 (c) Telephone number: Area Code( ) 516-921-7030 (d) Application number,if any I " Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes 0 No.❑ If yes,which state or federal agency? NYSDEC (Article 25) permit required. C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes ❑ No ❑ Not Applicable Project is the construction of a single family residence within the existing residential neighborhood north of North Sea Drive. Existing infrastructure, including electric and water service, are present and will be utilized. Proposed structures are in line with or landward of the existing line of development, on the only remaining undeveloped lot on the north side of North Sea Drive. The project therefore fosters a pattern of development in accordance with the goals of this olicy. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 0 Yes ❑ No X❑ 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 RI, Yes ❑ No ❑ Not Applicable The project is compatible with this policy, as the proposed residence does not result in introduction of infrastructure, utilizes architectural style and setback that is compatible with the existing neighborhood, and preserves,existing beach and dune vegetation seaward of the residence; as well as screening vegetation on the south/road side of the residence. Visually; this residence will be similar to the rest of the neighborhood to those walking along the beach or driving along North Sea Drive- 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 0 Yes ❑ No ❑ Not Applicable The proposed residential structures are all located> 245 feet landward of MHW of Long Island Sound, and landward of the protective beach and dune system. Structures have been sited as far landward as possible. T e existing beach and dune system will be maintained as a non-disturbance buffer, with additional native plantings proposed to strengthen this protective feature. Structures will be elevated in accordance with FEMA requirements, and will be constructed in accordance with Coastal High Hazard Area standards contained in ASCE/SEI 24-14, Flood Resistant Design and Construction,which is also Hart of the NYS and Town of Southold Building Codes, Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 'Xes ❑ No ❑Not Aglicable The project is compatible with t is policy because (1) the existing public water supply system will be used, and contains sufficient capacity; (2) the proposed native plantings and buffer area will significantly reduce, if not eliminate, the need for site irrigation, thereby conserving water; (3) native plantings and natural buffer areas will continue to filter runoff before it enters Long Island Sound, preserving water quality; (4) the proposed I/A OWTS will reduce nitrogen loading to groundwater and surface water, thereby minimizing potential impacts of development; and (5) the proposed stormwater management system will treat and store runoff prior to discharge to Long Island Sound, minimizing potential impacts of development. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—PoIicies; Pages 22 through 32 for evaluation criteria. 0 ❑ ❑. 1 - Yes No Not A cable The proposed residential structures are all sited> 245 feet landward of tidal wetlands associated with Long Island Sound;> 130 feet landward of the beach habitat preferred by nesting shorebirds; > 32 teetlandward o the crest of the existing dune,• and in the line of development for this residential neighborhood on the north side of North Sea Drive. Structures will be elevated and on piles.Natural dune vegetation will be protected in a I TO—+Foot ham, and areas of disturbance associated with construction landward of this buffer will be planted with native vegetation Develonm .nt design and mitigation measures result in the least environmentally damaging feasible -- 1ternnfiyP in arrnrrlanc e with this policy 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. a Yes 0 No X� Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. 0 Yes 0 No 0 Not Applicable Construction debris and household waste will be managed in accordance with all applicable regulations for handling and disposal. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. 0 WED No❑ Not Applicable The Proposed residential development will be entirely on privately owned land. Public access along the beach and shoreline of Long Island Sound will be maintained, with no structures proposed on public lands or within 245 feet of the public lands along Long Island Sound. Attach additional sheets if necessary WORKING COAST POLICI _ 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. Fx] Yes ❑ No [:1 Not Applicable This project is the construction of a single family residence in an existing residential neighborhood, an on a of zoned residential (R-40). The site is NOT within a Marine Zone, but it should be noted that a one-family detached dwelling per single & separate lot is a permitted use within both Marine Zones in the Town. As discussed in prior policies, the proposed residence is within a neighborhood containing public infrastructure and is compatible with the character of the neighborhood. The project is therefore compatible with this policy. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes F] No 0 Not Applicable This policy is not applicable, as no in-water activities or structures are proposed, no disturbance is propose within 230 feet of the waters of Long Island Sound, and no structures are proposed within 245 feet of waters of Long Island Sound. 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. ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LVVPP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable Kelly M Risotto/ PREPARED BY Land Use Ecological Services, Inc. TITLE Principal DATE 11/4/2025 L an_ Use u NOV - 6 2025 November 4, 2025 Southold Town Board of Town Trustees Board of Trustees Town of Southold PO Box 1179 Southold,NY 11971 RE: Application for Wetlands-Coastal Erosion Permit 1925 North Sea Drive, Southold I SCTM 41000-54-4-20 Proposed Single Family Residence Dear Sir or Madam: Please find enclosed an application package for a new single family residence at the above referenced residential property on North Sea Drive, following our site meeting with the Trustees on 10/7/2025, and in accordance with the So-Ordered Stipulation of Settlement(Index No 601105/2023) dated 7/18/2024. This application package contains (1) original and(3) copies of the following: • Wetland-Coastal Erosion Permit Application • Project Narrative,with the following Exhibits 1 —Aerial and Site Photographs 3—Vegetated Dune Limit 2—Dry Shoreline Change 4—Stipulation of Settlement • Short Environmental Assessment Form(Part 1) • Authorization Form • Agent Authorization • Owner and Agent Transactional Disclosure Forms • LWRP Consistency Assessment Form • Surveys prepared by Young Associates, last revised 9/10/2025 • Site Plans prepared by Young Associates, last revised 10/10/2025 • Elevation/Section View prepared by AMP Architecture, dated 10/31/2025 • Native Planting Plan prepare by Land Use Ecological Services, dated 10/23/2025 • Application Fee of$1,250.00 If you have any questions or require additional information to enable review and permit issuance,please contact me at(631) 727-2400 or krisotto@landuse.us. Thank you. incerely, ,,o Ke ly k M.Risotto Principal Enc. Priority Mail 570 Expressway Drive South, Suite 2F • Medford, New York • 11763 - 631-727-2400 • Fax 631-727-2605