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HomeMy WebLinkAbout1000-54.-4-20 Project Narrative a DRIA(zKM FED for FEB 1 9 '2026 SOUTHOLD TOWN PLANNING BOARD 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 se Contact: Kelly M. Risotto, Principal Tel. (631) 727-2400 + Email. krisottoglanduse.us DE C � � V E 12 2026 Board of Trustees r' 7 Project t 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. .k. h +Z`u '} ice!f t•.F .,-����-.� � I�e. •i � ��� + df y�. n y,. v 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. PROP05ED STRUCTURE PARE-AS DESCRIPTION TOTAL o GROSS CONDITIONED(WHERE 95RO55/ APPLICABLE) TOTAL S.F. DWELLING- IST FLOOR/ 115 S.F. 150 4.1% GRADE LEVEL DWELLING- 2ND FLOOR 1612 S.F. 14g8 5q.&% DWELLING- 5RD FLOOR 1552 S.F. 1411 56.6% ENTRY AT GRADE 40 S.F. OA% DECK- 2ND FLOOR 640 5.F. 15.2% STAIRS TO GRADE- 2ND.FLOOR' 44 S.F. 1.0% BALCONIES(2)- 5RD 50 S.F.(100 2 49, FLOOR S.F. TOTAL) TOTAL 4225 S.F. 505g 5.F. 100% Project Narrative REV 2/5/2026' 1925 North Sea Drive,Southold I W / E 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 1st 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 1 st 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) • 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 #36103CO154H). 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 #36103CO154H (effective 9/25/2009). Structures will also be 7nnT Project Narrative REV 2/5/2026 1925 North Sea Drive, Southold 2 F EB 12 2026 1 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 (Jun i12erus virginiana) and post oak DDIE C -E E Project Narrative REV 2/5/2026 1925 North Sea Drive,Southold E E B 12 2028 (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: a. The house may have a maximum 1,700 square foot footprint; 2,. The house may have 3,400 total square footage, inclusive of garage; ; i Project Narrative"FIV_,2/5/2026 1925 North Sea Drive, Southold F E B 1 2 2026 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. I: DE CE � WE 10 FF E B 12 2026 x. Project Narrative REV 2/5/2026 1925 North Sea Drive, Southold - Southold Town :���`5 Board of Trustees 51TE LAYOUT NOTES: I. THI5 15 AN ARCHITECT'S 51TE PLAN & IS PROJECT / ZONING DATA a 5UBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION L N O ISLAND SOUND 3 s _ REPRE5ENTED ON THI5 SITE PLAN 15 TO THE TAX MAP 1000-054-04-20 m w ARCHITECT'S BEST OF KNOWLEDGE. o z=3 ZONING DISTRICT R-40 CONFORMING t;, 2.SURVEY INFORMATION W LANDWARD LIMIT OF TIDAL .4 aAS OBTAINED TIE LINE ALONG APPROXIMATE LOT AREA 1.4 ACRES ;y O w FROM A SURVEY DATED NOVEMBER 25, WETLANDS AS DELINEATED HIGH WATER MARK AS LOCATED BY US ON I I/25/20 SUPREME COURT OF THE STATE 02,5 2020 AND PREPARED BY: o BY US ON 11/25/20 601105/2025 ;07/15/24 o�¢w OF NEW YORK STIPULATION ❑wo a YOUNG & YOUNG SURVEYORS "J d=J 400 05TRANDER AVENUE VARIANCE APPROVAL PENDING F m nw. RIVERHEAD,NY 11901 _ _ (651)727-2303 - = -�...------- w c�>o3w m�agw -- --------'---------------- FEMA FLOOD ZONE ZONE VE (EL-13) osz�� I � WE J� �N a z w Q TLANDS DISTRICT PENDING =a.a w x "`• ❑LLocr wx r0 I DECD15TRIGT PENDING > z 3 I C z w o w a DEB A Cy I B E A C H I N SUFFOLK COUNTY HD APPROVAL _- - x OF BED. w g 0 3 3z N O i —_------ ---50' REAR YARD SETBACK I N n N O� zaz=o * * O"- PROPOSED PROPOSED W w k z t3 EDGE OF I A� O owxYa ~ O , .a CONDITIONED GROSS x 3 Q o ZONE � A °S7ady O� ZONE�/�(EL-16) — I BEACH I A-a m =O AREA AREA o W o y F -1 ()_L-13) —t-—_—-— GRASS rn O � w co W-x z L" p�jy+r� O I i ------------_---- --------I---�-� ��3 {� �m FIRST FLOOR AREA ISO S.F. I155.F. N3Qa _ D A SECOND FLOOR AREA 1,498 S.F. 1,672 S.F. a a Zti Wc� D rrll THIRD FLOOR AREA 1,411 S.F. 1,552 S.F. r o o=o ddL�-L�� -11 AREA TOTALS 3,059 S.F. 33G9 S.F. y to U' N I ZONING REOULATION5 MAIN BUILDING y I XC1 O 3U - - - --- — z rn z rn I 5OUTHOLD TOWN GORE CHAPTER 280; ATTACHMENT 570 = A.A i a l-11 >( BEACH ORA55 A, �D , - -N = I c D A 1 I u ?aI PROPOSED COMPLIES r- Q rn I Olrn O'rn I MIN. FRONT YARD 4 n A A I R (AVERAGE;50' 45.2' 45.2' YES + � 1 EXISTING CREST OF �n I PER CODE) U I'T DUNE/BEACH RIDGE I MIN.SIDE YARD 15.0' 46.2' YES L rn I — A Q7 I MIN.COMBINED PROPOSED 2ND FLOOR Q (/) BALCONY 51DE YARDSUJI (I) 35.0' 92.4' YES n D I I PROPOSED DWELLING I MIN. REAR YARD 50.0' 224.3' YES LL Q y LANDWARD LIMIT OF ! FOOTPRINT I MAX.HEIGHT 35.0' 35.0' YES PROPOSED DECK 1 DUNE/BEACH RIDGE , i Q I-SUPREME COURT OF THE STATE OF NEW YORK,COUNTY OF SUFFOLK HAS INDICATED THAT THE HOUSE 1 I 1 MUST BE CENTERED ON THE LOT AGGORDIN6 TO TV�IR 5TIPULATION DATED J/LY IHTIi,2024(INDE%N7. PROPOSED 2ND STORY ABOVE I i I 6011osn025) DECK SETBACK _—_—_—_—_ _ — LOT GOVERAOE POOL -----------: -------------------- _. PIER LINE_—_ i SOUTHOLD TOWN CODE 280-124 ZONE VE_(EL-13) _ _—_ _ - - -— �_ 88.7' _—_ ZONE VE (EL-15) ZONE AE (EL-12) -- ------ r -�--- --- - - ZONE AE (EL-12) % LOT w V I DESCRIPTION (FOOTPRINT) AREA 2 STORY FRAME HOUSE - I COVERAGE 107b' 2 STORY 1 W > t J 8 FRAME HOUSE I TOTAL LOT AREA 58,g36.0 S.F. Q z o EXISTING 45.2' AVO FR T� I W W Q z STONE EVEROREENS YARD PE I I BUILDABLE AREA 16065.0 S.F. DRIVEWAY EXISTING SAND, 5OUTHOL OW BRICK I PROP05EDiDWELLING 1672.0 S.F. 10.0% Y W to _ DRIVEWAY FOOTPRINT( LOW BRUSH 8 I ODE I , � � SCATTERED 280-I 4(A) i I PROPOSED RAISED DECK( 640.0 S.F. 5.5% O O TREES --- , PROPOSED BALCONY ------------ ---- _ -- - -- ------------------- - -------- -L OVERHANG( 50.0 S.F. 0.3% vo a. -----------=;-------------- --------------- '------------- ---- —----- A� TOTAL AREA OF ALL STRUCTURES 2562.0 S.F. 14.2% EOP MAXIMUM LOT COVERAGE ALLOWED: 20% SEE YO.UN5--ASSOC-IATE5-51) EY------------------------------------ -------------------------- --- ----------!_4NDWARD LIMIT OF NATURAL FOR SEPTIC, DRIVEWAY AND PROTECTIVE FEATURE AREA LINE I-SUPREME COURT OF THE STATE OF NEH YORK,COUNTY OF SUFFOLK HAS INDICATED THAT THE HOUSE MAY VEGETATION LAYOUT NORTH SEA DR I\lE AS SCALED FROM COASTAL HAVE MAXIMUM OF 1,100 S.F.FOOTPRINT ACGORDIN6 TO THEIR STIPULATION DATED A LY 18TH,2024 (INDEX No.sOuosnoa) EROSION HAZARD AREA MAP 2- crfF COURT OF THE STATE OF NEW YORK,COUNTY OF SUFFOLK HA5 INDICATED THAT THE OUTSIDE N DECKING MAY HAVE MAXIMUM OF T50 S.F.AGGORDINS TO THEIR STIPULATION DATED JJLY 18TH,2024 � (IIIDEX NO.bO11d5/209) N I PROPOSED 51 TE PLAN Q SCALE: I" = 40'-0" o PLAN NOTE: SUPREME COURT OF THE STATE OF NEW YORK, COUNT( OF SUFFOLK HAS INDICATED THAT THE HOUSE MAY a GENERAL 5YM50L KEY: HAVE 3,400 TOTAL 50UARE FOOTAGE, INCLUSIVE OF GARAGE ACCORDING TO THEIR STIPULATION DATED Ss rwax DULY 18TH, 2024 (INDEX NO. 601105/2023) EXISTING TO REMAIN NEW FOUNDATION WALL R�D A 00=a V M. Z ¢ NEW WOOD FRAt-M Fey NEW PLUMBING WALL �G �1 ***5PRINKLER5 DESIGN PROVIDED BY OTHERS. ENTIRE DWELLING TO HAVE AUTOMATIC SPRINKLERS INSTALLED A5 PER z'Inw Ow U Z J V NEW YORK STATE BUILDING CODE.*** ^�r ffi<�<ni J' E V E wzo}w 9� 037405 y0 p m w >_ FOFNE� m >Sw O x 2 J W FEB 12 2026 Z<'=1� �<zw¢ =aQwx In x .FZ-T 'IB'4• ii O 0 O W V �+ ZOI�y,O x LINE OF g0 9P. LINE OF 51ffL @i I I I I q_ Southold Town o a F `• •� BALCONY ROOF ABOVE D \\ _ Board Trustees W s w 3 si _ _ - - - - �ABOVE - - - - - - - - - - - - - - - - - - � I - - - - _ _ - _ 2- ABOVE ��� / III tI r ABOVE f p w p O oxxxm zawQo q I 40-0 I e-S I _ �1]•-0 wkZ U w � wx K y Q O n ^ PROPOSED MVO PROPOSE' _ .. < a-0• a-0-1—sa—t—e o eat o on 4 z�o a a q CH) q Mer Iiwaoa Ig-4 — a•� __4 — QPRorosm 4 I t ^ no a 1PILL ° vENrNVOD —�I q KITC44ENq I n p LP.DdEit r777 , L © OOP. 6N •�w �ry �°�° ROOP.F4R1 - 1 IRv O PROPOSED y O IOI I�[ lo] p - - i unuurr _ � I I 1 r FIREPLACE CH) I I I • ' PROPOSED 6A5 SWOC.O 10 10• T-0' ^^\\ IIIIII �ry f swPr PROPOSED L vlNs ROOM _ - --- ssvco W 107 0 �a x - —lY _ i - i I I D N6 RLYJH g•�Z -:e-I..T _ TOAM O ry g(�)§ p(�)9 O -per . = F ---a � / I g,•b. qi. �ry �]ow= i�f !/ o'q''� � � - �qY � V LE 46 SP. a a� n a.a4P ;i l / _ - 1 u --- e'-0• O ' err Q SkELE � --'- _ ry T _~ I I ry 7'-7' W W 1--Z'-10' 9' •� T' _ -_�_ -_ _T '�M LT BENCH HNLTF-4'-4' s q I 1 J-]-g�• 9•-t�j• O•-D�j•—Y-Z-'�. b'd. 4'-0. D.-a. D.-8. - �•�] T-414' i•�3•� U PROPOSED SECOND FLOOR PLAN I4g8 S.F. HABITABLE AREA ; 1672 S.F. GROSS AREA x , I/e•= I'-o• Q Cn el'-4• .rZ•-OyZq�-b--_- IS-4' IS'-0• Ig IS'-4• . L PROPOSW LI 1 y t'.FFAKAWK \� Z'6RAAVE Mutts rrTr) 4 I I lb,x 16,PER BF�BEAM(TYP) RS LON PROPOSW SiOR66E e'-y7' - -- b':12--li T,—f Ze'zrZ•' n ------------------ I (TYP) FIN.V.IZEDnINECDOFN,•6F_) 1 L .`\. KVI---iil � • _ J w N �b'-9• e'9' 8'9' W > �19R=ArAAW "OsEa e'-I• B'"I' I I J U MULLS hYPJ SLAB ON _- .. - ..... ............. _. "'0.." I 0 c•I ._) I IO R Ea0 I \ WALLS hYP.I I p W WKTHN Q z . I BREAKAw,Y \ I r p W WALLS"i I I ` '� Z 6 o l I ELEVAioR I 1 1 LLLL cn I"-VnLITY SHAFT w o12•X W II a L-- ----- Z--- -----�---- ---� ----- — — �, — Z--- I----- ------I — J DOOR 0 r.';•11 � r�. ob a EQYE3 - -, now SWOO r- '� .:"� ___-_ .l_' ---------- I &JILRf ---------IWILT I ------.- r n — ———————— ————— ———- - - 0 0BKILLS REAKANAY b a———— —————— 14'-0' b'-I' IZ'-4' b'-I' 11'-4• 3'-�" .4 � 14 9' I 3'-�j' II'-4' b'-I' IZ'-4' b'-I' N CNI N 4•� PROPOSED FIRST FLOOR PLAN (ON GRADE) 150 S.F. HABITABLE AREA ; 1.75 5.F. OR055 AREA scALe: I/8°=I'-o° iz a - ------ PROPO'.vED RID6E t♦£IfiiiT Z N RED A C m a< I zN WF_ t�rv. � - III II I I II 11 OZJx O J< r J 9 g=J Q a37495 Q� W U 0 3 w TFoFNE`�-1 — Lij i121 zHEoay _ JaFwa aaza2 11121 1 PROPOSED cSy0ND IFIN191,1W FLOOR y Q W x F�rtL � - - ELEV..]a5 ❑Ti o w p zw0"'a p 0. r wm❑<a¢w s s 4 O W O� ¢N p I� I s a x F m �' II IIII II IIII II I '� n a�a=LL 0��0 00�� 0��� o w yW FOU u o=3aZo 1 0 0 0 0 0 o PROPOSED FIRST FINISHED FLOOR. w H=z O =¢o III I I I11YI 11111111, III O I I I I I I I I I _ —� w z I<a a z❑oF ❑ garw2 — Wz HIM - --- --------ELEV..15A' ¢ w y a o} a xw-Tro FROPOSED GREAKAKNY a BFE NE 15) 2 �O O!L U NAi i s(TYP) PROF—BRE/'KAY14Y _ s n ----_------_---_ EL.EV..ISD' KALLa fIYP) - i GONJENTIONALLY FRAI$D WALLS FOR ON GONIMMONALLY EAtADE ENTRY FRADW HALL5 FOR ON _ GRADE ENTRY - n L _ J PRDP.ENTRY FOYER FINISI$W FLOORAIK I BASELINE A DE +J — ELEV..bA' PROPOSED RIG UHT ELEVATION PROPOSED LEFT ELEVATION U SCALE: I/a°= I•-O" - - - SCALE: I/a°=-I'-D" +J ***SPRINKLERS DESIGN PROVIDED BY OTHERS. ENTIRE DWELLING TO HAVE AUTOMATIC, SPRINKLERS INSTALLED AS PER (� NEW YORK STATE BUILDING CODE.*** L Q � - BALCONY 14 a 141IOyj 9'�j �x 6 314 z a I ms a' r PROPOSID �$'�=.. PROPOSED T�tiz� } ':�`E�s-`z€ ��."3:�-��---pis �. �. 7•-Ir I -- BEDROOM @EPROOM411V2- PROP. PAI /�� I Q n 91 g, n n Y1 121-IN --�y of- W �qp ssns-J � 3 a O'_ 3-0 - -o• = 1� I ME - e'..T• N '° PROPosED I r - 1 AM 7 O -W • n -Q'1)I /1 BEDROOM I T L•_-__- PILL : swco _ z gI,yOO .. PROP. _ 9YJ'GLE. `f ® �•�s ^ S�lsflL J ATTIC q ci n n N6NT. L I ?DI (—s`1 -r _ W " `"_"' Q9 Boa /��/��yF���� L J J (••) 0 c•I n - Q Z �RF7N(�FiEDARJOONDITIONFJ •/� O D x - OE O - O _ 4' ^' L J Q Z --�aE t,,. ._. _ _ -I' � �1 =� O 30O - lm - 13'�9' �i N Q \ 1 e�TM. n cy� LU ,a ;—s 4 s I •— L L (n O O I�'-I . --`� I• �0'3• S n `P O W Lc)Il��cc r �•t• s-o �, OO I ,L : ao c.N j--s•i N••�•� 4 � 0 = n r` 7'-4V2' 1 9'-4• 10'_lV2.rr.. x.�` T-a•�Y—a'-4• 4'-7• J a'�'+s'�• :uTo •J'�' 'T-T a-u � 1•-1{I'j• S•`V• B•-lo• n r O 3 3 a - E c o - ^ a PROPOSED THIRD FLOOR PLAN FEB 12 2026 1411 S.F. CONDITIONED AREA; 1552 S.F. GROSS AREA SCALE: I/a"= I'-o• v M Southold Town PLAN NOTE: SUPREME COURT OF THE STATE OF NEW YORK, COUNTY OF SUFFOLK HAS INDICATED THAT THE HOUSE MAY HAVE 5,400 TOTAL SQUARE FOOTA CCORDING TO THEIR STIPULATION L w DATED JULY 18TH, 2024 (INDEX NO. (001105/2025) o acn ��ilfr • �, - - _ - - - -•�ii�ii�iii�iiiii�i�i�i`i. _ - -- ..�•�..•..�•.�•.• - - - - - .v'i.. �i!��i�iiii�ii�i�i�ii�i�ii`• .v���...�..��..w ••.��. ••.•..•..•.•..•.. .�'Oii�i�i�i�iii�ii�i�i�i�.�' .�'i�i�i.. -. - . - � .�'000�O�ODi��O�Q���O:g��_ ��•����.�.����0�.�������•000•�.._ _ __ y400��00�•�O�O�••.OQ�V�t� .�.�.Q�•�.���Q.•QQ��000Or._ Wow III _ �■�■__� mmm _ � - - m mnm m, = o 0 0 �--� .m - nmmr mrmn - mmn - _ m ■■ ■■� ■■ m ,mmrr� ■■■ ■■■ ��� ninm► mmn ■■■ ■■■ m► ,m �■■ ■i■ mrm :mmrm ■■� ■� ��� _ m n mrmrn► �mm ■■■ ■■■ mri, - ,mi ■■■ ■■■ mm► nm■im mmrm, - a■ �_�' ,mmmm ��� immmr► vm■ rm► _- mm umv .mnmrm ■■■ ■■■ ■■■ �mmm► �-"m o 0 o m�..� /mnam ,,, ,,, mnmrm, mn � � mm► - � �mm � � mar emmrmn nrmmn► �� • �m � � � n�m�� � � � nrmn�a�im► `>c_- �'■""'' -_ - -_ _ - -_ _ _ _ ��,,,.� . "' ,;�,,,r�mmm � � � min mr--mmmrnmrR- �iinnrmmm�mr� nrm.nmrmm�mm�"' �;mr�mmm"n 0 0 0 rm�imumnr� �mn�nrnnnmmm nmmmmmrr rm ■■■ rmnmmnm ■■■ mr�rmmmmm ■■■ ■■■ ■■� mmmrmmamnm ■■■ ■■■ mmimmma ammmamm MINE mmmmmmnrmn M■E ON ■■■ arrmmm�n nm ■■■ m�mmmnn ■■■ mmnrnmrmm ■■■ ■■■ ■■■ mmm�tmmtn ■■■ ■■■ mmanmmr nmmmm� ■■■ ■■■ mrmmm<mmmm ■■■ ■■■ ■■■ nnm■mmn�i i■n mrmmmnr m�mnmmamn mm�m■mm rr�mm mmimmm mmm�mrm mrm�mrmmmim mmmmmn m � nmrmmmm � rmmn,mmm�m Q � Q rmmmmmmrmm � � rmm■�rmmi ■nmramm � � mmmm�nrm.,nm.■,a; Qo- � � m�nm�m�nnm� � n� ..mn.mnm muir.r�•n.mn.n i .�n.mn.�.a.m.•n mQ mmmrmmr ��mnmmmmn ummrmmmnnmm _ _ _ mnnunmmi rrmnmmn� �mmmmm�mnm mnmmmmr mmmrn��rmnmmmm im■mmmmrrIII I IRWIN Im■amr mamnmmmm■ninmmrmmam mrnmmn rnnmrmmm �� mmmmnr��� inr��nmtm n�m� mom minr�iri;nim°_mam�o�nmr�m��iurm m�n��� - m EVEN 000001001 1 ECEIVE Q ��� In�1�1�I�Ilnl■Ilnl�I�ul®ml■tnt11 ��� ��� ��� ��� -- BEN IFM -■■■ 0 ��� m. ��� ��� 0 mmm m m, 0 m O O O ,n�mi�r O O • Ell m�mmnl�I11111u�III1Wl���l�� �I����IIIIIIIIIIIIWIIIWIuIn�� � n� mm�mi ° mm■m�immnmmminn �`an.�..- - - - - - - - -- - ��il�m�l■m�mmi■nm■mmnm■m�m�l�ll►� - --- _ _ � 1�111�I■Illmfll mmn■n�- minmlll/I�In�"��I►VII��""�v"s"'�"®"'gym"moo"'®'m'mo."'�m"®mo"'mo'�•�'o �I�Illnml '11�IIIm�lllmlll �11'1l1 mmn�mmmu 111 � mm mn �mnmm�mnm�n� �n ° mmnnm ��� ��� ��� mmmmmmmi 111 M m mmmo 0 o nmnin�nm��minm Ma 0 "MINm �m ' m � �nm�mrmmn��mn■n� m �mmn�mnmmnmmmmmmmm�nn nmnmm�mmmm�mmmmmmmmn �, immmm��m■�mmmmm�mmmn in n 1 ECEIVE • (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 ETOSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABUSH 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 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 TRANSFERAIBLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).SEP11C TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS N / 400 Ostrander Avenue, Riverhead, New York 11901 LOT COVERAGE TEST HOLE tel. 631.'72"f.2303 fax. 631.'127.0144 / odmin@youngengineering.00m / BUILDABLE AREA=16,665 5F BY McDONALD GEOSCIENCE �f (� (�• ,. 1A, PROPOSED DATE:11/20/20 4�+Y� Yh+��41��•yY�sY�+' FRAME HOUSE Q GARAGE =1,672 SF EL=5.56 0.0' RAISED DECK =640 5F PALE FINE TO BROWN Howard W. Young, Land Surveyor coARSEsaND Thomas 0. Woipert, Professional Engineer BALCONIES =52 SF W/10% Douglas E. Adams, Professional Engineer TOTAL =O 2,364 SF(14.2%) GRAVEN. Daniel A. Weaver, Land Surveyor/ ( W) SS�O -6 , ♦ 6W=1.65 4.2' SITE DATA 004 ,/ ' ♦ WATER IN PALE °'0 'Al /i/ l3)2 /�� ♦I i it\60 TO COARSE . Q• ♦ / AREA = 1.3530 ACRES OR 58 936 5 FT. SAND (w ,0h ''/ �' ��' i/ /'' \ ��e/j 61� *BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN AS SCALED FROM FLOOD /iy (5� INSURANCE RATE MAP PANEL NO.36103C0154 H LAST DATED SEPT.25,2009. 4.69 �0 `91p �o'o / /' / ,' ,♦ i �/ `/s ,y `� A 110' * VERTICAL DATUM =NAVD(1988) `NQOOUP\�o� ' '' �O�O �Qs'�o~� \�6�C` * DEPTH TO GROUNDWATER =4 FT QR 1;1i\� / / / ♦ / s / ,' h ^o °" �O * HIGHEST EXPECTED GROUND WATER ELEVATION =1.7 �P�P o°► / �, ,'' ,' ♦' ,'i/ , RBF/�' ,' +9'77 9�y/ 'P�`�e^/ \�P� * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =5 4;1..AJy 'Lpb} �OF P q�lo� /.'� , '/ ♦♦' ';'' /'/ ,� �, �' ��/ +s.ss `6/& 6/e A * MINIMUM REQUIRED I/A OWTS CAPACITY =550 GAL * PROVIDED I/A OWTS CAPACITY =700 GAL o o��o ' u / / /- - ' J �♦ LEACHING SYSTEM REQUIRED =400 SF5WA v,`` (� J�( ,♦ /i/! �,' �/' ,/ +8.75 V;p \ * LEACHING GALLEYS PROVIDED =477 SFSWA , A[s,, I ti tulbo / �,� /�/' yGj P �P�♦ i // 2Fsa, /'',/' .r,°�0 ' NZ' i I , +8.1 ,♦ / / o / °� ♦ / / s.92r k. k. / / Q!.Q' QQ-�♦ // , +8.95 o �, J� �/ / Pam, �86 N► y P h \ h 7+%5�fi ,, %' /,,' 9.3OF�,�0f����P t' g4 ° e� / ENGINEER'S CERTIFICATION `3�QipJ O� � / ` _ yP, 'PrL rcl. Q'Oh yaay.�«wa �"'�� �Qy O�4,(<, "I HEREBY CERTIFY THAT THE WATER 5UPPLY(5)AND/OR SEWAGE DISPOSAL ��q,•w , �L).�,\ off(, QO � Q MCP SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY +Fy�55 i , ,/' 8.25 Y;� eB ♦ ` � 2 �"� 4�e y�P�PQ DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 �p OIL, -' Por -,/' - -��`� a 7 21 h / �oJ� �P SITE AND GROUNDWATER CONDITIONS,ALL FACILI Rc��LT A - _ _-- �• a ♦ +a' -� ' y�P O P CONFORM TO THE SUFFOLK COUNTY DEPARTMENT kiE�i +�0-4- 6.33 9 Q- CONSTRUCTION STANDARDS IN EFFECT AS OF ��' /' ♦�' X; Vj'�Py ' \/'\ i ooQP�o �+��2 /+7 05 ♦ h !G + , ♦ �:��' ��°� Qo sir y t� �''I I ♦// ,i �/ ,0 b.tDI \ \ �� +9.36/� r +8.39 r c1-Lp C7 t / ♦ I Q O ,�■ '�G �� Q / / cP I. r ♦ / fo.2o G �F f 't :! t IJI P/O \ \ / / i I r / o l// +5.876�. ti /s.s5 ♦ 4 s tp Q, , c° `► ti b' / ✓ i/ , I t "S d to .,•t�-,.r / +6.39/ Qi, Q` O \ \ , ,C I / I IQ / 1 I A .<r`� 7.44 1� t '..- /� _r / O / /� / ( Q , , r O ♦� �G ♦ ` rp j 7.s9 / C! 'tom a S1 E$3 r J , P,r,P �� , g/ , + 1 ! ♦ b o »moo / o♦ + •55 �� `� HOWARD W.YOUNG,N.Y.S.L.5.NO.45893n ,tib1 , ,/ oa/J� �� / , \�J� / / _ ♦ ��,a b s.a2 �, 74 +7.s8 \C, THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 Ssf0tA \�' ' / / / / / 97♦ / O DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 31 �/ Q vt 64 �a i .�O (� +�s.15 / �� / I �� �� i + ♦ O Q1 / \. �G / i / � Q / /7/ ! T�� � 8.52� ��'♦' s.98 i o ti� /' Po J�' ,lc, _ / / /�!�_. /� �, s w�q Lam♦ �`� hti �S �/ +781 �� - 8.97i - +9��z:7 ��k®`1 P I �'� 7.56# 'L ��v~ CMF ♦ O�' RBF ' . /'l ��'(9�o,�JQ oF� // ~��� �s .,���P�'� ` TH5' I e a,°►,�^ 1�Py�Pv SURVEYOR'S CERTIFIC a.s ,/ �/ �Q Pyy `ti• //r o.07 ♦ + . r V6.6A o 6.0 ko c, �, o / // - /� h� ,� ,/ h ti / WE HEREBY CERTIFY THAT THIS SURVEY WAS PR RED �8.10 i / L� 8.86+ / 1 4s : 1, �J "'� ,�. 7 1 4' / ` WITH THE CODE OF PRACTICE FOR LAND SURVEY �DO K y�°`� ' 95 4 `Z' e/ QP � + 7.34 Q��'�P \ STATE A550CIATION OF PROFESSIONAL LAND R ,L -�- "o + ' /�(�'Q� b N/ ^� w ti rL Q / yr+ �'/ L+ / -•' 8.52 i� �2` ', �'\' W� %b. w iq b ,°►'�\ / \ m �.^,A O � /1 i ltvo.34,�� / p /,+ q-t,� •l• �Q�(��' / � � ti � � � �:,��,.�• �. 67 � 'Q06 I; /,fir �y / /�/s.♦ /' EXI TING.68 0-0 Q �� / , / °c�♦ q? - - N r 5.99 VEGETATION ' ,� � ;\o / 'YN6G ./C. 58�3 LEGEND �G49 ao +8. 190+8.45 '9�40 �' .0-. -,4- TO RfrMAIN Q �' /L o d ,Crc• / + 4 OQ / HOWARD W.YOUNG,N . .L.S.N 5893 u(�U� CMF =CONCRETE MONUMENT FOUND O�'E,/i �60 �0/.� `�v'l2 9 �! ' / ' , , h� h 4 �`o, 9• r 0 , , ��+ j ♦ b9 a -qy QQ',o� l DANIEL A.WEAVER,N. .L.S.NO. 771 EOP =EDGE OF PAVEMENT //j O� o,, S•/ + 1�. �,'�+�,' / x 07 +s.1 � / / /� �1 '/ FE =FUTURE EXPANSION $• 'l1 7.96 I IPF =IRON PIPE FOUND /�ij.o 0�90��' 7'79 _�'//''�/s.03 // ♦5�,, h^ Qa, ® �5 �,/' / , D L�, ly L� U SURVEY FOR LG =LEACHING GALLEY OISj. @�c 6.95 ** I / ♦ �/ J,� !�/' Q�� OWTS =SANITARY TREATMENT UNIT /c1y, .40o� 6. 8�/+5.sy ' ' F �bti +s.t3 / /' ' �� // ,O` FEB - 2 20� MKS REALTY, LLC. UPT =UNDERGROUND PROPANE TANK V ♦ '►47 WMR =WATER METER O/'J 60h0 WDF WOOD FENCE ♦ / L �j n:F) WSF =WOOD STAKE FOUND ` s \ 5.56 �6' 7.04 '` / Southold Toti°ro'! ` at Southold, Town of Southold Board of Trust: UTILITY POLE ' Suffolk County, New York " 6UILbING PERMIT SURVEY / p��Jh� Ohm q-e, WSF 5.9 DRAINAGE CALCULATIONS y'� �° �10'e.�� / HEALTH DEPARTMENT USE Q. g01IWNjA980C1A(!4 ♦ �� Q y�Q °QT To 7.07 / �� / County Tax Mop District 1000 Section 54 Block 04 Lot 20 o TRIBUTARY 1 VOLUME REQUIRED ,♦ �� / �` 13 ' FIELD SURVEY COMPLETED NOV. 25,2020 a DRIVEWAY:1,053 5F 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 , TOTAL REQUIRED = 269 CF ♦ �OQ' / Z / Record of Revisions VOLUME PROVIDED ti��, _`C9 j REVISION DATE USE LF#1 �"♦+ti, !<i / NOIA#1 NOV.12 2021 (2)10' DIA.x2' DEEP DRYWELLS = 274 CF 1 4 ♦� / �' �� NOIA(APR.20 2022) APR.27,2022 % � � ' / y�P�� BP DATA OCT.14,2022 30 TRIBUTARY i VOLUME REQUIRED ♦�'10 .��/ BP DATA NOV.05,202 / �C�' / � BP DATA JAR.05 2023 DRIVEWAY:1,045 SF x 2112 x 0.60 =105 CF h / , BP DATA OCT.10,2025 ROOF: 1,005 SF x 2/12 x 1.0 =168 CF ��j / ` NOIA#2 NOV.25 2025 TOTAL REQUIRED 273 CF y, / GENERAL DEC.22 2025 = NOIA#3 JAN.05 2026 VOLUME PROVIDED c ,' , BP DATA JAN.28,2026 m USE LF#1 / 30 0 15 30 60 90 (2)10' DIA.x2' DEEP DRYWELLS = 274 CF Scale: 1" = 30' / J08 NO.2020-0153 DWG.2020_0153-bp 1 OF 2 (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 ESTA13USH PROOPERTY LINES OR FOR ERECTION OF FENCES.(3)COPES 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 YA40M 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 ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)R CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS METER INCOMING SERVICE 400 Ostrander Avenue, Riverhead, New York IIa01 -1/2' VENTILATION PIPE B CHAMBER Volume(gal) to 1. 631 acimi2303 fgenax.g 31 eri g 144 SCUM BAFFLE adman® oun en Ineerin GOm -2 -U Sedimentation Chamber 397 DEDICATED 21-11 -87. -1 Q Anaerobic Filtration Chamber 396 15 AMP BREAKER �j f� • Q Aerobic Contact Filtration Chamber 181 4 ♦Y� yY y y� Storage Chamber 90 120V AC, 10, 60HZ, 15 AMP POWER SUPPLY ECIRCULATION Disinfection Chamber 6 #12-2 AWG WITH GND IN I" PVG CONDUIT Howard W. Young, Land Surveyor AIR LIFT PUMP © HAIN ® ISINFECTION Total Volume 1069 Thomas G. WOlpert, Professional Engineer SERVICE CYLINDER (OPTIONAL) Douglas E. Adams, Professional Engineer PANEL Daniel A. Weaver, Land Surveyor 4' INLET PIP OUTLET PIPE SPECIFICATIONS 4 A Anaerobic Media PP/PE Filling Rate 32% Board Type Aerobic Media PVC/PP/PE Filling Rate 17% HARDWIRE Q Aerobic Media PP/PE Filling Rate 1 550/6 HEALTH DEPARTMENT USE Blower 2.8 cfm FmAd5 oa" a '--EFFLUENT Tank FRP INLET BAFFL © AIR LIFT PUMP Piping PVC/PP/PE 33 Access Covers Plastic/Cast Iron GROUND SJE RHOMBUS AIR BLOWER © Disinfectant(Optional) Chlorine Tablets CONTROL IR INTAKE PANEL RECIRCULATION PIPE LOW BAFFLE FLOW ❑PENING (TYP. (CLEANING OPENING) B ELECTRICAL ONE-LINE DIAGRAM PLAN VIEW J 1_g• I NOTES: ISINFECTION 4' MANHOLE 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) 1. CONCRETE 4,000 P51 a 25 DAYS 2. REBAR TO BE ASTM A-615 GRADE LOW OPENING 60 3. WELDED WIRE FABRIC ASTM A-185 11 1'-1 NED FOE AASHTO HS-20 ❑ARD TYPE LOADING -- CONTACT MEDIA 5. TOP SLAB AND WALL ARE VI- v--$ T-10" MONOLITHIC 8,-6" 6. THE 51DENALL AREA SHALL BE EQUAL TO THE FULL EXTERNAL WALL 10" DIA. PIPE KNOCKOUT TOP VIEW HEIGHT OF THE PRECAST LEACHING © ECIRCULATION % (EACH SIDE) GALLEYS ® ASSEMBLY m it 28—{ -76 5' 1' 4'-11 ® ® 4'-11 ®® ®®® O O ®®®®®®® ®®® " DR FEB - 2 202G © EROBIC MEDIA - ®®®®®®® ®® ®®®®® ® ERATION ASSEMBLY 1' Southold Town! x��" I' 4'-1"� 8's" a'_s" Board of Truste" ' ' 51DE VIEW LEACHING HOLE END VIEW SECTION A-A VIEW (TYP) SECTION B-B VIEW T LEACHING GALLEY ENGINEER'S CERTIFICATION FUJ 1 GLEAN USA GEN-7 NT5 goHHngA�o"AIH GONTROIL PANEL MOUNTED NOTE: ALL CONDUITS "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL 01 N 4"x4," PRESSURE BETWEEN PANEL AND SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY N 1- TREATMENTREATED WOOD POSTS TANK MUST BE DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 OIL, ALARM/CONTROL SEALED TO PREVENT GAS SITE AND GROUNDWATER CONDITIONS,ALL FACILI ,4 �PRA q!; : NOTES PANEL MDL#10419-12 LEAKAGE INTO PANEL. CONFORM TO THE SUFFOLK COUNTY DEPARTMENT X CAS 2 I. THE OWT5 SHALL BE MODEL GEN-7 MANUFACTURED BY FUJIGLEAN USA. CONTROLLER "A„ AIR BLOWER CONSTRUCTION STANDARDS IN EFFECT AS OF o MPG BY 5JE RHOMBUS FOR WIFI COMMUNICATION O INSULATED WEATHER 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 5COH5 SISTANT BLOWER DEVICE; F- USE R ALARM/CONTROL t- "e !': a � REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OATS AND ENCLOSURE C? ._k;l ' o PANEL MIL#1045040 trt LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. _v's t1 i CONTROLLER "C" MFG BY N 5JE RHOMBUS �C zr ,•,t� ' to r - 3. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT Q SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. z H0WARD W.YOUNG,N.Y.5.L-5.N0.45893n ,p E t 4 83 11' Tl 10MA5 C.WOLPERT,N.Y.S.P.E.N0.61483 ° S$lot, 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 " FUJIGLEAN OWT5 THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (SGDHS) PRIOR TO APPROVAL OF THE I/A OWT5 REGISTRATION BY THE SGDHS IN FIN- GRADE SURVEY FOR ACCORDANCE WITH ARTICLE IQ OF THE SUFFOLK COUNTY SANITARY CODE. 2 STORY ELECTRICAL ELECTRIC SUPPLY MKS REALTY, LLC. FRAME HOUSE 5. FINISHED FLOOR ELEVATIONS) TO BE VERIFIED BY THE ARCHITECT. TO BLOWER (5 BEDROOMS) SUPPLY TO FUJIGLEAN FFEL=16.50 OWT5 SPLICE BOX SWEET AIR VENT GAP MFG FIBERGLASS LOCKING BY TUF-TITS CONTROL PANEL 4 BLOWER o (3' MIN FROM ANY DOOR OR WINDOW) COVER WITH SAFETY LID SCALE: NT5 FIN.GRADE at Southold, Town 0 Southold 6; 5005-RG 4 RISER Suffolk County, New York I MFG BY POLYLOK �� N R15ER5 6 COVERS RIM=Q.? BUILI)ING PERMIT SURVEY 04 10' WITH SAFETY LIDS 5 12' ; z 4" PVC @ MFG BY TUF-TITS OR 4" PVC, ® 4" PVC ® NOTE: 2.00% MIN. APPROVED EQUAL I.009b MIN. I.00gb MIN. FINISHED MAY BE CONCRACE OF RETAJNING WALLS ETE FORM LINER PATTERN ••, o co PRECAST OR MASONRY VENEER. _ COUn1YTGXMGp District lOOO Section 54 Block 04 Lot 20 o ELcQ•'1 I RIM=q.7 EL=�i-1 TOP SLAB CONCRETE TO BE4,000 PSI AIR ENTRAINED `_'• FIELD SURVEY COMPLETED NOV.25,2020 1E=�• GONG. COVER REINFORCING:#3 @ 12.O.C.E.W. FIN.GRADE MAP PREPARED JUN.25,202I LOWER LEVEL -- — ---AIRLINE-----p — �� Record of Revisions (NO BASEMENT) _ FFEL=6."10 3 VENT IE=?52 IE="1.47 _ a A ��-�.;. r� ill REVISION DATE HOLE IE-'13? IE='125 >- WATERPROOFING NOIA#1 NOV.12,2021 CONNECT 5" PVC E=7.bq ^ NOIA(APR.20,2022) APR.27,2022 I VENT LINE TO VENT 2' DIA. POLYPROPYLENE z BP DATA OCT,14,2022 HOLE IN OW5T SEE DETAIL FOR DISTRIBUTION BOX BOT=4.-15 � 9 BP DATA NOV.05,2022 OWTS COMPONENTS o BP DATA JAN. 2023 MFS.BY POLYLOK BP DATA OCT.10 2025 PROVIDE GLEAN OUT AT MDL�►3011-G24 OR BP EQUAL I--- 8'-6" --I z - NOIA#2 NOV.25,2025 FACE OF BUILDING GENERAL DEC,22,2025 PROVIDE END GAP LEVELING DEVICE DOT EL=3ZO NOIA#3 JAN.05,2026 W AIR LINE TO BLOWER MDL#5L-4 MFG BY TUF-TITE OR M *`'' m '700 GAL. I/A OWTS APPROVED EQUAL FOR ALL HIGHEST EXPECTED GW EL .T BP DATA JAN.28,2026 =I MIL. GEN-'1 MFG. BY FUJIGLEAN USA DISTRIBUTION BOX OUTLET PIPES SANITARY LEACHING GALLEY �. 2'-5" 14" �-�- a TOTAL OF (6) GALLEYS Scale: NT5 HYDRAUL I G PROFILE 4n SFswA WATERPROOF RETAINING WALL JOB NO.2020-0153 NTS DWG.2020 0153_bp 2 OF 2 Z= PROPOSED RIDGE HEIGHT ;— Q ----------- ELEV. +41.0' U L� p 12 W J cc Pi- j: rF 12 2026 d *, N Southold P,NLO �_ E3oardofTust ~A o -0 :=0 Ix LO?-.- 1 O c-z0 T 'CD co t � x :3cv r , o oo�� r r -c C:) m+_, 4-1 a-'� r c 0 O C6 r Q, Q �n:�0 r r PROM — r ALLWA 5 4 4 r / 1 r PROP, � � PROPOSED SECOND FINISHED FLOO � _ ELF � ATOR --------- ELEV. +2b.5' U " r / , ------� m C F.J. PER PLAN .+J m Q 'cn - - - _ CL C II C II = � G I_ _ II _ PROPOSED FIRST FINISHED FLOOR .. \r 7 --------- ELEV. +I6.5' i D.J. PER PLAN F.J. PER PLAN r F.J. PER PLAN DFE r J ELEV. +15.0' i J ' � i BFE NE 15) ----- ELEV. i 5 � - - - - - - PROP. 5 b - - - - - - FOYER -' PROP. ENTRY FOYER FINISHED FLOOR .$� �- —, \ �-------- ELEV. +b:l' -----BAS_ELINE_(AVE_RAGE GRADE) ELEV. PROP05ED DWELLINO SECTION SCALE: 1/4" : I,-0„ 0 'n U V 00 w w Q w tYQ p � t< I� t L Oz—i�j�IlO I N I �rx IE- c"v I m K w v m I 4I I� PROJECT: D- JIB to J W � Q I to IJ IU v z o ° ro t t o Z '; MKS REALTY o Q I z o o $ o o RESIDENCE o � Itu V<1 ()Q onolu 1z w o ono az l; o tL N I N Q m v w N 1925 N SEA DRIVE I I I I I I I SOUTHOLD, NY 11971 I I I I I I I 11 I I I I I I I I DRAWING TITLE: I I I PROPOSED SITE SECTION I I I I t I 11 t I I I I I I I PROPOSED DWELLING SECTION I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I PAGE: FIRST F.F. I I I I I I I DFE I I EL.=q.Sb' I I I 'Aff LA EL.=5.0 I I .i: .:. ,. _ FGEJ-OF1 rf. �, r, .f .�r . h. ' ' T f:T � s_ na-. . ti FI DATE:2/4/26I p 1, PROP05ED DWELLING WITHIN THE REGULATIONS OF THE SUPREME COURT OF THE STATE OF NEW PORK, COUNTY OF 5UFFOLK 5TIPULATION DATED JULY 18TH, 2024 FLED A M. i PROPOSED 51TE PLAN OR055 SECTION 5CALM I" - 20'-0" 9p a3740y y04 FOF NE`N