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1000-115.-2-3.3
VINES ON MILL 16505 MAIN RD MATTITUCK,NY 11952 BUILDING USE BUILDING FRONT PARKING TAX MAP NO 1000-115-02 2.4 SIZE SF HEIGHT GFA SETBACK REQUIRED PROVIDED EXISTING ZONING: AGRICULTURAL(AC) VINES ON MILL LOW DENSITY RESIDENTIAL(R-80) EXISTING BLDG EMPLOYEE OFFICE 1,630 2 STORY 1,630 OFFICE(1,200 SF)200SF= 6 16505 Main Road DEVELOPMENT LOT AREA: 2.06 ACRES(89733.6 SF) 6 Mattituck, New York 11952 PROPOSED: NEW BLDG:SF 5,200 SF EXISTING BLDG:1,630 SF+2,430 SF EXISTING BLDG STORAGE 60'X39' 2430 1 STORY 2,430 STORAGE TOTAL 9,260 SF PRODUCTION 1 PER 200SF PRODUCTION/FERMEN 50'X110' 5,200 30'-1 STORY 5,200 100, =9(1,800 SF(PRODUCTION 9 9,260/89733.6=10.3%(LOT COVER) NEW BLDG TATION/STORAGE AREA)/200 SF) FRONT YARD SET BACK: MIN.100 FEET FROM RIGHT-OF-WAY NO MORE THAN 60 LINEAR FEET OF CODE 280-50 FRONTAGE ON ONE STREET TOTAL SF COVER LOT 9,260 10.30% 9,260 TOTAL PARKING PROVIDED 15 HEIGHT: MAX.OF 35' PROPOSED _ TRENCH DRAIN i PROPOSED IRRIGATION WELL PROPOSED _ (EXCEEDS 50'MIN.TO i U.G.ELECTRIC SERVICE PROPOSED WATER SERVICE � S 16 2'361,E/ �/ '� / NEAREST SEPTIC) U.G. (TYP,) (TYP.) 437.76'. \ Marshall poetzel C -- ---- ---------- _- =__ - N N -_ - --}---_== _ === =-===_ - === -t`----=- /�—� �' PROPOSED RPz B ® o LANDSCAPE A R C H I T E C T U R E - ----------- ----- --------- - ----- --- \ I DW 1 / CATCH BASIN 7 W LPROPOSED + N I , DW 1 - I I H DW RAMP _i .� 20'-0"�(' + (TYPE / E- - - --E- - - —E- - - - -E-- - - -E- - F 2 PO Box 478 ! I / DW,/ // O + / /� PROPOSED - f ; 5175 Middle Road WITF�OPEN I CRUSH PAD I DECIDUOUS TREE 1 ! \ i/ GRATE O UNDER ROOF r ! � / 4 Mattituck,NY 11952 DW LI 1 �i E (TYP'.)-, _�-----------(s21 /� / O PROPOSES SEPTIC O / \ / \ 1 I O / g \ i F I Dyy 1 phone: (631)209-2410 I SYSTEM LA',YOUTS AS / -- fax: (631)315-5000 PER PLAN PREPARED / P L A N:T:I:N:G + ti 1 BY JOSEPH IFSSCHETTI O email: studio@mplastudio.com i DATED DECIEMBER 10, OO / F E— + — / — PROPOSED GRAVEL / � / MECHANICAL I 2024.(UNCIHANGED) �OO OO ':`•:ri: / I 1 ` O O ......:• / / \ AREA ' ! \ / ARCHITECT: PROPOSED j Glen Coben Architecture+ / LP 1 ST 1 w PROPOSED GRAVEL w 1-g PROPOSED SOD 33 E.33 Street-Suite 906 Design, PLLC - 8'X 12' + _ PROPANE LINE I LAWN ^�i New York, NY 10016 MECHANICAL AREA ! \ / 1-STORY :;�: v INSIDE 6'HT.SOLID M DUMPSTER o , = o G � ( j © Office: (212) 689-2779 FENCE+HEDGE \ ENCLOSURE N EP PRODUCTION ' : � :;: PROPOSED \ . / / I I I I I E ' [^ CIVIL ENGINEER: FERMENTATION ' i / I G 600 AMP GEN. - I, I II i I \\ / _♦ Joseph Fischetti, PE ___-_ - -=---- ------- - ------ �•' EXISTING � UP f , / (� P.O. Box 616 Zfi : 1-STORY 1 1/_i- I L,\_ ___:__= _f__ 50'X 110'=5,200 SF ON SLAB ": I G I I, l ' I EXISTING �� Southold, NY 11971 PROPOSED LAIN N GARAGE � I FFE:35.0' h\� — �:��3;:�;,;;,;; , , . � ___ BURIED 1000 GAL. �� � PROPOSED SEPTIC - 'ra I COMPLIANT �3 3— :;:;:::;:� ;;, -- === EMERGENCY TRASH/ L_ _J F I Office: (631) 765-2954 PERVIOUS GRAVEL VEHICLE TOOLS I PROPANE TANKS \I SYSTEM LAYOUTS AS 1 PER PLAN PREPARED DOWN LIGHT o + f STRUCTURAL ENGINEER: PAD ® /�i ® ' / TURNAROUND � STORAGE � ) � ! -_--p =_ , �\ (TYP.) � ; BY JOSEPH FISCHETTI DiLandro Andrews Engineering, PLLC SOD L� 1 T,� � �� I AREA i D �► ► i DATED DECEMBER 10, 158 County Road 39-Suite 10 I LAWN RzB, 3 / / - 2024.(UNCHANGED) Southampton, NY 11968 - ------- ------- ------- - ------ ILP CONCRETE __ :� ;,,.; EP 1 --------- --- --- --- --- ------- �- ( Office: 631 259 3959 - ------- --=----- -------- ----= WALKWAY �� CONCRETE \ r'❑❑❑ _ / \ PROPOSED .z:;:::: ;- - -i \ EXISTING ADA COMPLIANT ;:st;:;: HANDICAP l �, \ coBE 5 PARKING \ / '� \ 1 SEPTIC N D MASONRY LANDINGS ;:;p O — ^ � EX' I i �© ABANDONED l SHED CONCRETE20'-0"� / 10 11 12 EXISTING \ 1/ WALKWAY O / =- PATIO 3 DW 1 PROPOSED " / j PROPOSED ADA COMPLIANT ^7 } / UP ADA COMPLIANT PROPOSED MASONRY WALKWAY\ - =-- �� 2 MASONRY WALKWAY / \ / j ► ` CATCH BASIN / 3 Cd/ J :. I 1-S70RY STEEL ::::::.: PROPOSED / C N RETE a BARN STORAGE CO C 0 + - OIL TONE GRAVEL :;s-- i S F 1 - I HANDICAP - _ 26 - - 9 PR 0 7 20 39'X 60' -2,340 SF ON SLAB �- � SURFACE OVER --- -- - - - arc`1}:••r' i PARKING 'r ---- FFE 34.5' ► �� ASPHALT BINDER -- _== I O : : ;: u1' PROPOSED _ ; PLANNINGBOAOUT�!OLD IRD ON-GRADE I ! �`� ::} COURSE / YN 200 AMP ELEC.PANEL _ MASONRY PAD i lDW \1 L/CW N +„ / / PROPOSED y�/ 13 14 15 ° � ,` _ STEEL EDGING + 4 1 u - EXISTING '\ / =-- '� 2-STORY - SITE DATA: P LAN TING � 2.4 - ( � '�" __ �``�, OFFICE - / SCTM#: 10 11 A u 00 5 0+ R- 4 �� �! Zoning District:AC + R-80 ;' =; : ==? %: EXISTING } I �r DW 1 "- - - "-=- _ Lot Area: 89733.6 SF (or 2.06 acres) R p �VI Ut A \ I �"� _ ROOFED OVER a y - - - _----- _L 1 MpRESN ''RENXG7 ;8 63 PS7 Its 1 ET ~1) -_= y` PORCH ~l' NOTES: © EXISTING PERGOLA = / 1. Base map information based on survey / -.� + + + EXISTING PROPOSED DRIVE - ' OVER STON / MASONRY prepared by Joseph Fischetti, PE dated I 1 LANDIN ------ WALKWAY August 24,2024. \� / OVER FLUSH STEEL \ � "I--' / g DW �� EDGING \ % 1� /� '`�- � i WITH OPEN \� j 1 / ___ ; ® EXISTING 2. This drawing is for the purpose of GRATE �— �� /` \ // ___ WATER obtaining permits only. NOT FOR Aj SERVICE n)CE CONSTRUCTION. SOD /, 1 STD 0° 30'-0' ' \ ��� PROPOSED DRYWELL % � \ LAWN R50' DRIVEWAY DW V-' (TYP.) SOD 3. Unauthorized alteration of this plan is a / violation of NYS Education Law. LP j - I' \\ i ` LAWN \tip/ /\ �� I EP 1 l I I DWI , �i l REVISIONS w \ ��_,/ (2)30°x 30° DATE DESCRIPTION STONE PIERSCO o �ry J I N 16'32'36" x 4y s i 3$0.00'QA EXISTING TREE (TYP.) GE OF PAVEMENT --- 152-32 NATURAL TRENCOH DRAIN PROPOSED GAS MAIN M I L L L A N E --- ------ COBBLESTONE' MASONRY APRONS FIRE HOSE EXISTING UTILITY S @ a I PROPOSED 5'WID `- ----_ POLE TYP.) ---------- / ! ASPHALT APRON ( t`1DSCgp LEGEND ��° � ar/,,o Kar '9 o � � co \ { A �a EXISTING WATER SERVICE PROPERTY LINE ' EXISTING PROPOSED WATER SERVICE 4 r, FIRE HYDRANT =- -N �. G EXISTING GAS LINE 02710, I il I--® EXISTING TREE TO REMAIN 13 PROPOSED GAS LINE �T 0 O �rF OF too TUFFT —CK (33)--- EXISTING CONTOUR E— — PROPOSED U.G.ELECTRIC SERVICE GRASS PAVERS SEED s 33 PROPOSED CONTOUR /"X 4"STEEL EDGE RESTRAINT PLANTING TITLE: TOPSOIL+ LEVEL STEEL EDGING FLUSH LANDSCAPING WITH GRADE ACO DRAIN GRATE- COBBLESTONE APRON 2"THICK COMPACTED 0 CATCH BASIN ST PROPOSED SEPTIC TANK TYPE 678Q LONGITUDINAL SET IN MORTAR WITH JOINTS ASPHALT WEAR COURSE 1„ I IRON GRATESANDY SITE PLAN _..,. ,_ .._. ,. .-_ .... O SOIL _T� +. ++++y33+ + � .+ + .+ ++++9+ + �+++++ oy (LOAD CLASS E: ±12'-0" ±5'-0" PROPOSED SEPTIC I '`I�'E+ + + + + + + s +' ' TRENCH DRAIN CP 135,000 LB CAPACITY) CONTROL PANEL (PENDING ' INFILL I I-III- I -I + + -III-I I i-I i k - ASPHALT + + + + + + + + + + + + + + + + + + + =III—) I- ❑ fO ROADWAY + + + + + + + + + + + + + + + + + + + + + + + + + a 4 r DW PROPOSED DRYWELL CO PROPOSED CLEAN OUT •:<x :> + + + + + + + + + + + + + + + + + + + + + + + + + _ �c�c�c— —x� �c�-X�c�c-11 - X �c� —�c—x—x�c� a - a _ —jr�-x NONWOVEN = - II-� �1-III-ICI -_ 10 APPROVAL) _..._ - - II—II8":III- + + + + + + + + + + + + + + + + + + + + + + + + + III-ICI-ICI= _ `^, 1 Ate"■- I _ `: }`-Y FILTER FABRIC I_I I- 1=1 ++ +++++++++++++++++ +++++++++++++++++++++++++++++ - 1-I I I -' d 4 ) TOWN L) y I_=1 I,. - - -' - _ - - - __ 6"DEPTH OF PERVIOUS — — + + + + + + + + + + + + + + + + + + + + + + + + + — — I —i _I — _ — — - -i.i-_I _ =i- ;!,-—,, - - —T — r. I- I—I + + + + + + + + + + + + + + + + + + + + + + + + . —1 I I—I I I—I I 1=111—III--11 ;III--I I ;!-�- i__ —__, -r 7- _ — — _- -- _I I I I- i I--I I--III- III— DI DRAIN INLET LP PROPOSED LEACHING POOL ., 2 .--rc. ••.'' y,�°"'.}` .._.. �,,,,••e.�;3.-�y.' ?f't NATURAL STONE BLEND I I _ _�-� �..�--=-"--- _ .� - I I I _ I� i _� _ ! = �r - I -I i-�I _ _i -- -i I{--I I V=�-III-I —1 I_---III- I — '--i V-- I1-1I_._ , . "I 7: 1 r-1�I 1171 IT 1 R -I 11=17-I r I I 17 1�ill�_I�1-1 i- III-1 _I I l I-- I I-I,I_1 G�_HicK boob� �oN�R>*`T�s�A� 6��aM A D I I III-I I I_I I I-I I I-I I I_I I I I-1 11=1 11-1 I I_I I I-I I I-I I I-I I I-I I I-I =1 I -- -- - = 11"=1 11-1 I I I I _ xsi-I 1 I--I _ "' _ _ __- - _ -I i i-111 - _ -i I 1-1 I 1-1 I I...I �+'� 111J ��t� 1�aa� zcAasI COMPACTED SUBGRADE 11-III. .I 11-1 11-1 I I I=1 11=1 11=1 I -1 11-1 11=1 11=1 11=1 11=1 UP UTILITY POLE EP PROPOSED EXPANSION POOL 0 10 20 20'-0"TYP. EXISTING SANITARY PROPOSED HEDGE TUFFTRACK. PAVING #5 REBAR SPACED 48"ON CENTER TO BE REMOVED SCALE 1" = 20' AND SET 36"DEEP,WELDED TO EDGING PROPOSED PLANTING BED O NUMBER OF PARKING SPACES INCLUDING HANDICAP SPACES DRAWN BY: A.SCHEEL NDS TUFFTRACK GRASS PAVER FIRE LANE - WITHSTAND 86,563 SF MIN. z ASPHALT APRON CHECKED BY: Detail Not to Scale Detail Not to Scale O J.PAETZEL L 1 ■20 HC HANDICAP SPACE WITH SIGN DATE:2026.03.27 REVISED: '8 S 16°32'36"E 437.76' j 31.E c`qo ' GS c`v // ' /� PROPOSED TRENCH DRAIN 4.0+ ti W W RPZ B o' x X 3�1 X 33.9 o / � \ �� RAMP / ♦ / PROPOSED WATER SERVICE a 33.9 (DETAIL 3) PROPOSED IRRIGATION WELL N DW-31 // /� RE I DW-9 �� 34. �.,Y (EXCEEDS 50'MIN.TO (�P') VINES O N MILL i / I 34.4\ i "JJ NEAREST SEPTIC) 3 2 34.7 /� X32.8 /� E- - - - -E- - -- -jC�2� - E- - - - -E-- 1 I / DW-10� I / 41 �/ PROPOSED PROPOSED - - _ F J w 16505 Main Road IWITI- PEN +34J PROPOSED U.G.ELECTRIC SERVICE _ _ Q O 600 AMP GEN. / a Mat tituck, New York 11952 _�'GRATE O CRUSH PAD � CATCH BASIN RE / � / 176v UNDER ROOF """ ( ) 33.7 _IDW-11�D -PROPOSED SEIPTIC / SEE DETAIL 2 _ DW lSYSTEM LAYOUTS AS /PER PLAN PREPARED / \BY JOSEPH FISC:HETTI PROPOSED GRAVEL DATED DECEMBIER 10, - - _ - - - X 31.E I � `';E- -1- - 2. �`MECHANICAL AREA I 2024.(UNCHANGED) OO� OO 9 � / 1 � X 30s ` J 7 X 34.3 RE33.0 PROPOSED' _ PROPOSED PROPANE LINE w I % 3LP' \I }/ST \I CO w PROPOSED GRAVEL w 8'X 12 MECHANICAL AREA J DUMPSTER U 6'HT.SOLID \ ENCLOSURE--- INSIDE 4,,; / I 1-STORY FENCE+HEDGE G ` I ( 1 ( 1 I I PROPOSED SEPTIC 1\ EP } PRODUCTION / I I t I I I e� / / � � I I I I I I � ! SYSTEM LAYOUTS AS FERMENTATION �� / c � EXISTING �-t.,I I I I I �i� � PER PLAN PREPARED UP 33.5+ 1-STORY _ I 1` �� E I BYJOSEPH FISCHETTI / N marshal) poetel BUILDING ��� G / \� I �'3.1}�)\I I EXISTING �� � DATED DECEMBER 10, FFE.35.0' GARAGE I l-,__� �`)`�` BURIED 1000 GAL. % \ CONCRETE a�� - - - - PI 2024.(UNCHANGED) / �QI\i ❑SCQpE ARCHITECTUhE I EP PERVIOUIS -�� 3 3 _ TOOLS L______J I PROPANE TANKS F I GRAVELP�AD WALKWAY D j3�5�/ + �� ► 34.7+ 1 / ' �, 34.3 \ I 1 I EXISTING � STORAGE PROPOSED I ( �- 34.6 /� + \ HEDGE ! I SEPTIC TO BE / 1 LP I 1 Tj�_� o / I6W 1 ► (TYP.) 1 r_t x X 30.E CO 34.Ox �i �73 / \ x33.6 3 5 „31•5 �\� ABANDONED c� PO Box478 5175 Middle Road ❑ - - 33.5 ; EP I LP Mattituck,NY 11952 EINPROPOSED ` 111 CP C/ ADA COMPLIANT ``D14 +33.5 J �} �, �\� \I `�J phone: (631)209-2410 4 \MASONRY LANDINGS �/� i EXISTING / I © fax: (631)315-5000 i i SHED email: studio@mplastudio.com \ CONCRETE X35.0 I DW-E.l �� WALKWAY V 7 \\ 1/ II 33.9X REe 33.9 �/ t ST�1 \ /� 33.5 x IEXISTII�G ' \ _ PAT(ZI� ARCHITECT: DYY_21 Glen Coben Architecture+Design, PLLC `\�_�i / UP I 33 E.33 Street-Suite 906 New York, NY 10016 PROPOSED \ i ¢° 33.7 �` ADA COMPLIANT PROPOSED ` O Office: (212) 689-2779 1-STOF2Y STEEL +34.3 CATCH BASIN / 1 /MASONRY WALKWAY (SEE DETAIL 2)/ \ Coll O C 309 d CIVIL ENGINEER: I ! BARN STORAGE 1 / 31.6x ` Joseph Fischetti, PE FFE:34.5' ------------------------------- -- -- i PROPOSED PROPOSED IM ---- -- P.O. Box 616 +34.5 ' OIL+STONE r 200 AMP ELEC.PANEL \ \ ` O Southold, NY 11971 GRAVEL SURFACE / / PROPOSED / 123 _v144 EXISTING o Office: (631) 765-2954 \ I 1 / 2-STORY FRAME 0 STRUCTURAL ENGINEER: ON-GRADE \� \DW-4/ // PROPOSED ��1' X 33.1 + 33.2 X 33.0 / BUILDING DiLandro Andrews Engineering, PLLC MASONRY PAD 34.7X 34.7+ -� STEEL EDGING �6W 1 / i`- 34. (NP•) t1 .� / a ( Southampton,Count NYad 39 968-Suite 10 \`-- 4+ �,;;��, EXISTING 1� 33.3X ® - 3z.7 � Office: 631 259-3959 --- i DW 1 - ROOFED OVER ( PROPOSED DRIVE j 6 / ADA COMPLLIIANDT PORCH 33.2X 33.6 X E, OVER FLUSH STEEL MASONRY WALKWAY -� X 33.3 X /� EDGING / I I DW-6 / JI X 32.7 ' \� EXISTING -� EXISTING N MASONRY OVERPERGOLA S ONE I DW-11 / WALKWAY DW-8 \ /� ` // LANDING ® EXISTING WIGRO PEN / \\ / WATER 33.2 j X 32.5 //�/ \\ 1 /�/ / /� .� P SERVICE / \ // I � ) IST'i\_-/ / � PROPOSED DRYWELL / X32). �i� x 31.6 APR ��?? ?nn // \\ // ) �� �� --` DW-17V(SEE DETAIL 1) lt�R U LU�� ` t1U1"riOLD TOW14 'Q1 �/ /r \ LP '� \�T�/ (TYP.) /���1/ c� � ?LA�NNING EOARD EP `� (2)STONE PIERS / \ I \DW-18� WITH SIGNAGE r EXISTING �, \\\ ; Drainage Calculations and Structure Schedule / W� X 32.6 X32.5 ' \ 7._i MOUNTED TO FACE TREE \ ® DW- 1+2(AS PER ENGINEER'S CALCS.) RE32.3 / / (TYP•) ( / Frame House (1560 SF @ 100°%j +Existing Patio+Walkway(540 SF @ 100°%) SITE DATA: I Co/ 2100 SF x 2" rai nfal I (.167) =350 CF/8' Di a. Drywell (42.22)=8.3'depth req'd ZoninSCTMg 1000-115- + R- ' ""` Zoning District:AC + R-80 2.4 Z. \ N 1s°3z�3§° _ � _ � Lot Area: 89733.E SF (or 2.0E acres) ..: � � DW-3+4{AS PER ENGINEER'S CALCS.) l.._ ® e ® © ® �,. © �� � s s o s --'' � o NOTES: Fermentation/Production (5500 SF @ 100%) 152'-31" 5500 SF x 2" rainfall (.167) =918.5 CF/8'Dia. Drywell (42.22) =21.8'depth req'd 1. Base map information based on survey GE OF PAVEMENT �- 2 PNATURAL POSED 24 depth provided prepared by Joseph Fischetti, PE dated PROPOSED (GAS MAIN - TRENCH DRAIN \ r MILL LANE - MASONRY APRON ' / DW-5+6(AS PER ENGINEER'S CALCS.) August 24, 2024. --�__�`_^________(DETAlh3) \ FIRE HOSE Metal Barn(2340 SF @ 100%) +Proposed Masonry Pad(489 SF @ 100%) 2. This drawing is for the purpose of /��! PROPOSED _- ' �- I ASPHALT APRON -- ----------_ i 2829 SF x 2" rainfall (.167) =471.6 CF/8'Dia. Drywell (42.22) =11.2'depth req'd obtaining permits only. NOT FOR ----- I CONSTRUCTION. 12 depth provided DW-7(AS PER ENGINEER'S CALCS.) 3. Unauthorized alteration of this plan is a Garage(700 SF @ 100%) violation of NYS Education Law. \ \ 700 SF x 2" rainfall (.167) =116.9 CF/8' Dia. Drywel I (42.22) =2.8'depth req'd ® 4'depth provided REVISIONS DW-8 THRU 10 DATE DESCRIPTION FIRE HYDRANT Walkways at Production(6297 SF @ 100%) +Pervious Grass Paver(2483 SF @ 30%=745 SF) 7042 SF x 2" rainfall (.167)=1176 CF/8'Dia. Drywell (42.22) =28'de th req'd 30'depth provided DW- 11 THRU 18 Parking+Aprons (13762SF @ 100%) +Proposed Masonry Office Walkway(208SF @ 100%) 13970 SF x 2"rainfall (.167) =2333 CF/8'Dia. Drywell (42.22) =55.3'depth req'd 64' depth provided *NOTE-BOTTOM OF ALL DRYWELLSTO BE MIN V ABOVE GROUNDWATER ELEV. s e a / �1DS Cqp� L E G E N D ��� Y� Kar/p��'9.A0 8"TRAFFIC BEARING EXISTING WATER SERVICE CONCRETE SLAB COVER PROPERTY LINE ', PROPOSED WATER SERVICE Y ` S SDREE 35 C INLET PIPE SIZE GRADE C EXISTING GAS LINE P F RYWELL p EXISTING TREE tP 4 0 0271 C' TO O D G PROPOSED GAS LINE ,9 O 2-0' (SEE PLAN FOR MAX ELEVATION) TF OF NE`N SDR 35 PVC -(33)--- EXISTING CONTOUR OVERFLOW PIPE ❑ ❑ ❑ ❑ ❑ 24"X 24"PRECAST OIL+STONE GRAVEL 33 PROPOSED CONTOUR `-E-- PROPOSED U.G.ELECTRIC SERVICE BACKFILL 3'-0"MINIMUM CATCH BASIN WITH CAST SURFACE OVER ASPHALT INSTALL FOAM BACKER ROD,SELF LEVELING ACID DRAIN GRATE- ACO POLYMER CONCRETE SEE PLAN FOR ❑ ❑ ❑ ❑ AROUND DRYWELL WITH IRON GRATE+FRAME BINDER COURSE CAULK AND THEN SWEEP'POLYSAND TO MATCH TYPE 678Q K200 CHANNEL SYSTEM WITH TITLE: PIPE SIZE > > _ GRADING + ❑ ❑ ❑ ❑ 1 41"-1 Z'MEDIUM COARSE - MORTAR JOINT COLOR OVER WET CAULK LONGITUDINAL GALVANIZED STEEL EDGE RAILS- X 33.0 EXISTING SPOT ELEVATION < SAND/GRAVEL � � BETWEEN STONE+ CHANNEL DRAIN(TYP.) IRON GRATE ACO-POLYMER PRODUCTS +33.0 PROPOSED SPOT ELEVATION ST PROPOSED SEPTIC TANK ❑ ❑ ❑ ❑ ❑ SEE PLAN FOR DEPTH PRECAST CONCRETE _ _x,_ _ EXPANSION JOINT OIL+STONE GRAVEL SURFACE OVER DRAINAGE STORM DRAIN RING _ PROPOSED SEPTIC ❑ ❑ ❑ ❑ ❑ I-I1?= -III-III-III-III-I ASPHALT BINDER COURSE RE RIM ELEVATION I E CP CONTROL PANEL ❑ ❑ -I I-I I-I151 - I I-I I-I I-I I-I I MASONRY APRON,CONCRETE RAMP OR I-III-III=I I( III -III-III-III-III= COBBLESTONE APRON SLOPE NOTES: i- I - _ _ ❑ ❑ ❑ ❑ ❑ �I-_I►I=ICI-= I ��I-ICI-I�►=►-►►_� - AN _ _ _ FLUSH CONDITION CO PROPOSED CLEAN OUT ❑ ❑ ❑ ❑ 4'-0"MINIMUM PENETRATION INTO -III-)I I-I I -III- -III=III-III-III IF COBBLESTONE:RECESSED+BRUSHED RATEABLE SOIL. I=III-III I =I I III-III-III-III= MORTAR JOINTS MAX.WIDTH a' (PENDING I=III=III I I =1 11=1 I =III-� d 26-0"MAXIMUM DEPTH BELOW -III-III I(-�I 24" I - III= 6" 2'-0" _ III _ I _ ( - SEAL PIPE PENETRATION V-2"MORTAR SETTING BED � � a a >>__ -III=�4'=I I( -III= - _ B CATCH BASIN LP PROPOSED LEACHING POOL MIN SEE PLAN FOFt WIDTH GRADE III-III I I-I I - --- _ - T _ I- ill=I I WITH CONCRETE TOWN N APPROVAL) GROUND WATER LINE =III=III III CONCRETE SLAB BASE (I- 2'-0"MINIMUM ABOVE GROUND 4"SDR PIPE NON-RATEABLE SOIL _ � �- 6'-0" WATER I I I-I I I II�II ____ _ TO DRYWELL _ 4,000 PSI CONCRETE TRENCH DRAIN EP PROPOSED EXPANSION POOL MIN -III- I I= I I I=III- I #4 REBAR @ 18"O.C. a �: .. I-- -I I r =' 2'-0"MAXIMUM ACCESSCHIMNEY(IF -I -_ - - =_-I EACH WAY TIE ONTO 6"x6"WWM -I I I I�_-� -._I 0 10 20 SAND AND GRAVEL-•RATEABLE SOIL NECESSARY) =I I I�°I I-I( III- I=I I�_ CLEAN MEDIUM -' - EXISTING SANITARY _ = I I- I-i I -I I- - = =i -I I-I I= COMPACTED RCA BASE __�I_I-I -I �- DW-1� PROPOSED DRYWELL - - - - y COARSE FILL I -�(�-�I =III__ I I-I I TO BE REMOVED rd DRYWELL TO BE INSTALLED AS PER I I--1 I I=1 I-III-I I-III-III-III-III- I-III=)I I-�I I -- ' �1- -.1-- _,- - STATEANDLOCALCODES III„-,Ill;ICI-ICI ICI ICI ICI ICI;ICI;ICI;ICI ICI; COMPACTED SUBGRADE SCALE 1 = 20 ti = -' I -1 Ii i I �- I I it DI DRAIN INLET PROPOSED HEDGE IT, DRAWN BY: A.SCHEEL PRECAST CONCRETE DRYWELL 24" X 24" PRECAST CONCRETE CATCH BASIN MASOINRY APRON WITH TRENCH DRAIN - (LOAD CLASS E: 135,000 LB CAPACITY CHECKED BY: J.PAETZEL 1 2 UP UTILITY POLE DATE:2026.03.27 L 1 .30 Detail Not to Scale Detail Not to Scale Detail Not to Scale REVISED: I VINES ON MILL 3 Ls 75 AP / 16505 Main Road Mattituck, New York 11952 PROPOSED IRRIGATION WELL (EXCEEDS 50'MIN.TO S 16 2'36"E NEAREST SEPTIC) in =- ------------- -- -------------- - -- '• 1 4 LS 0 0 . •. .. N RAMP 147,AP S 10 CRUSH PAD 44 TO. :: - :118 AP O UNDER ROOF O Z / ......... . + 0 m r 0 0 . . h II a s apoetzelS OD 00 LAWN Ll LANDSCAPE ARCHITECTURE O 0 0 O OO TIC, a SOD - a a LAWN w .. . - PO Box o 78 I J _ .. .. .. . ... PROPANE 5175 Middle Road U TANK COVERS ® Mattituck,NY 11952 sz A 1-STORY ,^ PRODUCTION �►J phone: (631)209-2410 EXISTING -- ------ - -------- ------- - ------ FERMENTATIONfax: (631)315 5000 - ------- ------- ----__- - ------ ;: -STORY-__- -=s__ 1 / 1 ` v email: t i m t i - __ BUILDING a al. s udo@ plas udo.com -- -=- - ----- - ---- = ----- GARAGE + ARCHITECT: --- - -- + + TOOLS CONCRETE STORAGE D LL---- Glen Coben Architecture 7 CA =_ --- GRAVEL PAD; WALKWAY 234 AP 20 MP g ► =' y `, r + sin P ' 33 E.33 Street-Suite 906 ..42-AP:. ► 49 AP 101GS New York,NY 10016 Office: 212 689-2779 ----- - --- -- --- --- - ----- LAWN - ------- ------- ----- -- --- -- 34 TO �/� CIVIL ENGINEER: co 75 P A .. . . Joseph Fischetti, PE -3� AP EX. 8 AC 1 P.O. Box 1 . SHED .O. 0 6 6 CONCRETE Southold, NY 11971 255 AP EXISTING WALKWAY PA TIO 192 AP _ 15 AP > Office: (631) 765 2954 STRUCTURAL ENGINEER: _ / G 81GS DiLandro Andrews Engineering, PLLC 3 TC 9 g. .. A 1 n R - 58 County Road 39 Suite 10 . ty T 20 IGS o Southampton,NY 11968 i 1 2 AP .. 60 AP 0 O ce: 63 2 9 9 9 - 5 3 5 1 10 Q - T R 1 S O Y o E B _. STEEL BARN STORAGE • 418AP A O 52 AP 5 QB --- ;./ 28 AP I -- - 251GS - �~ - �,� - 5 ML NO MOW LAWN /// o-,,,�� EXISTING + / _ ���; 2-STORY - Y ♦ !C OF FICE E �k ' O IC , 1, w w !� ., !\`'�. f.. i Y Y ; X , :!<,j< r. Y r' EXISTING .x M 7 - V Y 'Y ! Y Y < , PLANTING v- ,w C > > `<A 7 ROOFED OVER 1 ti' - � 00 O `< �' Y < Y <K �1 ., .. J•' w t' 1�' � �` ,�i3 � x `< Av •�, T REMAIN ✓ ♦ P.l`., � ORCH ,K �''.,' Y.' Y < Yw\C \l�k ,:C Y V` "} Yw >> x'yx - - / ` x/�,• �. t♦�,T V' <�r�kXCYI� ``��♦,K X� 1�:,• �)` •`x ! :♦ r ♦! i•. _ '// / !\ .l... !♦,w „�4- ! ♦,X!.!w ♦,,c?w.,w��.w.ltl., ♦,xlwl.,x ,.wu .w, k % ,Y. ".�.• ® - cLD'IUddN 35 AP =- � PLAt�'!!hIG BOARD -w + EXISTING -_- Y`. - -- ♦ ••- - PERGOLA _ __ y OVER STONE LANDING 42 AP SITE DATA: SCTM#: 1000-115-02-2.4 4 TC =-- 4 AC Zoning District: AC+ R-80 SOD SOD 30 AP ¢ Lot Area:89733.6 SF (or 2.06 acres) LAWN LAWN NOTES: DRIVEWAY: 22 CC / 1. Base map information based on survey 48 Cc prepared by Joseph Fischetti, PE dated N (2)STONE EXISTING TREE \� o August 24,2024. PIERS 1nP•1 2. This drawing is for the purpose of Z / _ obtaining permits only. NOT FOR 380.00'OA CONSTRUCTION. 0 ° 0 ° ° ° ® ° 3. Unauthorized alteration of this plan is a _. violation of NYS Education Law. REVISIONS MILL LANE DATE DESCRIPTION EXISTING UTILITY POLE(TYP.) EXISTING UTILITY POLE(TYP.) S e a / NOSC,4 �p Kar/p�'9'P cS� 0027 1),N O �TFOF NE�� TITLE: PLANTING PLANT SCHEDULE - NORTHEAST NATIVES PLAN QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE (PENDING 1885 AP Assorted Native Perennials TBD 1 gal. TOWN APPROVAL) 12 AC Amelanchier canadensis Shadbush 10'-12' 70 CC Carpinus carolineana American Hornbeam 3"-3 1/2"Cal. 23 CA Clethra alnifolia Summersweet 5 Gal. L E G E N D 74 IGS Ilex glabra 'Shamrock' Dwarf Inkberry 10 gal. 0 10 20 7 10 Ilex opaca American Holly 8' -9' ht. 6 IV Ilex verticil►ata W interberry 4'-5' ht. -- PROPERTY LINE 7 LS Liquidambar styraciflua American Sweetgum 3-1/2"-4- SCALE 1" = 20' a 6 MC Malus coronarea Sweet Crabapple 2-1/2"-3" ° 20 MP Morello ens vanica Northern Bayberry EXISTING UTILITY POLE+ DRAWN BY: p yl yberry 10 gal. �� OVERHEAD WIRES A.SCHEEL 5 QB Quercus bicolor Swamp White Oak 3-1/2"-4' CHECKED BY: 8 TIC Tilia americana American Linden 3 1/2"1 J.PAETZEL L1 40 ® EXISTING TREE DATE:2026.03.27 ■ 78 TO Thuja occidentalis American Arborvitae 7-8' ht. REVISED: VINES ON MILL 16505 Main Road Mattituck, New York 11952 S 16 2'36"E iq - _ 437.76'OA __ _______________ __ -_--- _ (V __ _____________ _ _-_ _ ______ - , N __ ______}______ _ ------------- --------------- PROPOSED__ - ..: ... . ." EEN + � •\ 0 1 EVERG w TREE UZI RAMP ., + V11. ® - :. CRUSH PAD + O UNDER ROOF : ;;. + p O PR OPOSED Gt/ - G w DECIDUOUS / marshall poetzel ::' ':::'::':::: TREE O o o LAN DSCAPE ARCHITECTURE SOD TYP O O LAWN o OO o o F:: O O O a H SOD PO Box 478 m O a LAWN 5175 Middle Road o_ I —kJ #�` .:...;.: :: � Mattituck,NY 11952 'ss3s :• ..,.. ' .." phone: (631)209-2410 fax: (631)315-5000 email: studio@mplastudio.com __ EXISTING UP ___-_-_ __-___ 1-STORY ^, GARAGE + DARK SKY ARCHITECT: -- -- - TRASH/ -=v -- r MP ANT�. CO LI . n nArchitecture Gle Cobe Design, PL TOOLS LC hi PERVIOUS GRAVEC DOWN LIGHT + + STORAGE t Street-Suite 906 (TYP.) a /�► 33 E 33 PAD. __ --u- New York, NY 10016 = a 1-STORY z -2779 - - - -- -- - ---- CONCRETE O 2 2 6 CO C PRODUCTION i ------- WALKWAY ;;s:;, :... ;. % s;;;;::: - -------- --- --- --- --- FERMENTATION LAWN , -- -- - -_ - CIVIL ENGINEER: B D N ��❑ -- - -- UIL I G /�� Joseph Fischetti P E _- - -- - - - - - - -- co P.O. Box 16 I EX. O. o b NY 11 1 Southold, 97 " H SHED ` CONCRETE " + EXISTING Office: (631) 765-2954 WALKWAY ' P STRUCTURAL ENGINEER: PATIO /7 == i ;: DiLandro Andrews Engineering, PLLC -�; � = .•,,.,., . .•• . " . "- � 158 County Road 39-Suite 10 == Southampton, NY 11968 UP =a = • Office: - f 1 2 O ce: 63 59 3959 Q 1-STORY o i .................. STEEL BARN STORAGE ;- + - I :;tom•: �- ,. . . __ ��'-� �( - i EXISTING + 2-STORY _ Y w Y 'v �• v v •<' v v -- ..{ ., OFFICE P.L I N' ,. x ; h ^ J� �n. - - v `f 'S R � �f k x x -x k "`k` .X ,/ �, x ; ✓`k •. VY X'-.vl.,Y i i)X.. ., ;�„ APR 0 2026 / ,�,�✓K ^ }T.�Y^... x;J S Y,� lam}! ic�},S,a ^.ir,�'•.I')�Y ,�.'1'� i r,�{,^.}�,".T. y^' , __-_-_-__ _- _ _ ! ;(���.✓�, �)�' �()t K}�`:� }. l } K ;<} }• �cA✓\K } /4 <: f = SJ)TI TOLD TOWN l ,e Y./ PLANNING`C,X x •,�,'.� fix. ® _ M BOARD „/'..X ICJ`).'...,,.) S,) •,5 ,.), _ SITE DATA: _ SCTM#: 1000-115-02-2.4 ° Zoning District: AC + R-80 UP Lot Area: 89733.6 SF (or 2.06 acres) SOD +" DF21VE1NAY SOD ¢ NOTES: LAWN LAWN 1. Base map information based on survey f prepared by Joseph Fischetti, PE dated PROPOSED August 24,2024. HEDGE EXISTING TREE w (TYP.) (TYP.) N2. This drawing is for the purpose of obtaining permits only. NOT FOR CO --- Z CONSTRUCTION. — _-- N 16"32'36"W 380.00'QA 3. Unauthorized alteration of this plan is a ® © © o ( © o ® ® violation of NYS Education Law. -, GE OF PAVEMENT �_ �- REVISIONS DATE DESCRIPTION MILL LANE 0 EXISTING UTILITY POLE(TYP.) EXISTING S e a 1 FIRE HYDRANT NDSCgp Kar/p�'�'S� C?, C' kill 0027101� Q� O T9TF OF NE`N� TITLE: LIGHTING PLAN (PENDING TOWN APPROVAL) LUMINAIRE SCHEDULE FIXTURE DESCRIPTION MOUNTING L E G E N D LEGEND LOCATION QTY LAMP FOOTCANDLES FIXTURE IMAGE NOTES LUMENS MANUFACTURER MODEL# HEIGHT yCY'. ' IDA CERTIFIED; —— PROPERTY LINE SELUX LIGHTING i1 q i DARK SKY — H4 WALL MELLI DOWN LIGHT MAX.:10.1 's APPROVED; SCALE 1" - 20' ti MOUNTED 3 LED2700K per. a-,:, .,. 1533 10'-0" MODEL#MELD-F40.W- MIN.:0.0 �,1 .;,�.y,..: , OPERATING ��� EXISTING UTILITY POLE+ 2C525-27-BL-IZO AVERAGE:0.10 °- .:,^ „Y, DUSK-10:30PM a�\ OVERHEAD WIRES A.RSCHEEL• DAILY CHECKED BY: J.PRETZEL .: EXISTING TREE DATE:2026.03.27 L 1 .JO -: REVISED: I (16)TRANSPLANTED 3 LS i 75 AP PROPOSED 1 x33.9 X 316 / .--'-------_�- 1 BIGLEAF HYDRANGEA / �� ---_ _ TRENCH DRAIN ) ��' TRANSPLANTED (DETAIL 3) X33.5 4 LSi PROPOSED CRYPTOMERIA U.G.ELECTRIC SERVICE PROPOSED WATER SERVICE VINES O N MILL S 16732'36"E 2 / (TYP.) ;� - - N in __ _ _'-_- _ -- v1+ RPZ BO w =_ _ ___.}___ -.r _ ,� __ ___ �- - __- __ __ , '-� I .o+ :::; �� P�A►� 0 2 2026 16505 Main Road - -- ------- - ---- --- RAMP / \I I DW-9 V' 33.9 7 34 5 10 PROPOSED / O a Mattituck, New York 11952 pW / 34.4 1.1 147 P -20'-0"�I' - - - - - - - - - -- 2 3 SOUi HOLU 7J,t N34.7+ 118 AP [HEDGE (TYP.} 32.s / E- E- -- W E•OAF;" 1 -X�i23 -E -E- - X Z PLANNING --1 DW-10 // 521 S O + /� PROPOSED _ F� f WITH OPEN +34.7 I CRUSH PAD I DECIDUOUS TREE / GRATE O UNDER ROOF I Y \ / 4 \ �A DW UD - (TY(P.)_ - / I PROPOSED SEPTIC O j 9 3.7 ��.;\` _11 \ / F 1 DW j SYSTEM LAYOU"TSAS z -7/' o PLANT SCHEDULE 1 PER DRAINAGE DESIGN O / I� P.LANT:I 1 PLAN PREPARED BY I _ JOSEPH FISCHIETTI I O / M E- - I - 2. PRIOPOSED GRAVEL X 31.6 DATED DECEMBIER 10, @@07 O 0 9 I / 1 MECHANICAL ���-- x 3o.a QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE IOO :::•: l 2024. I':F""' / / �1C 3 .3 1 TC RE 33.0 AREA - - SOD / 71 PRIoPosED / 1909 AP Assorted Perennials TBD 1 gal. ='- \ PROPOSED LAWN LW I ! ST 1 w PROPOSED GRAVEL w PROPANE LINE 2 BS Buxus sempervirens Common Boxwood 18" -24" HVY. MECHANICAL AREA V. 0 8'X 12' G + - -�-- I ��� O 2 B X BUX i � = DUMPSTER S us sempervirens Common Boxwood 2 1/2' -3' HVY. / - INSIDE s'HT.SOLID / 4 BSXX Buxus sempervirens Common Boxwood 3' -3 1/2' HVY. marshal) poetzel `�� i EP \1 ;sue 1-STORY ,�, a I FENCE+HEDGE \ �`' ENCLOSURE N �\ j � I�^� 1 I / PRODUCTION / PROPOSED I I 11 I 1 �e� '� 6 HA Hydrangea 'Annabelle' White Hydrangea 7 gal. FERMENTATION / I c sooAMPGEN. EXISTING I I it I I `; / UP LANDSCAPE ARCHITECTURE BUILDING - �/� 31 II I I ��\ / 7 HES Hydrangea 'Endless Summer' Endless Summer 10 gal. ------- ------- ------- - ----- :i: ' ': _ 3.5+ 1-STORY I �.J1 I PROPOSED SEPTIC `r 72 ICS Ilex crenata "Schwoebel" Upright Japanese Holly 6' - 7' ht. - -__ ___ _______ __=s= 50'X 110'=5,200 SF ON SLAB I c --- GARAGE 1 t�j' ' `EXISTING e� I p Y _____- ______ _ '' PROPOSED LAWN + I - �� 11 SYSTEM LAYOUTS AS DARK SKY FIFE:35.0' BURIED 1000 GAL. \� 1 IDL Ilex'Dragon Lady Fastigiate Holly 7' -8' ht. PO Box 478 - EMERGENCY TRASH/ L_- -_--J F I PER DRAINAGE PERVIOUS GRAVEL COMPLIANT ,� "" 3 PROPANE KS .....:.. :.::.....:. .....�,.,-;:-' VEHICLE' � TOOLS I � DESIGN PLAN 41 IGS Ilex glabra 'Shamrock' Dwarf Inkberry 10 gal 5175 Middle Road / -_- PAD DOWN LIGHT � �' 9 ••.. . / 34.3 + Mattituck,NY 11952 (5)TRANSPLANT D =_=y �rA� � + (TYP.) ° 234 AP �� 34.7+ { 'i � /' ; I TURNAROUND / � \ 20 ICS STORAGE I ) � x 30.6 PREPARED BY 6 10 Ilex opaca American Holly 8' -9' ht. r / ! 34.6 / AREA /p \ 31 AP q AP ( JOSEPH FISCHETTI PANICLE HYDRANG SOD =--__- _ LP 1 1 T` / """ 42AP I 1 , 47 LO �_I DATED DECEMBER 10, 8 LNW Lagerstroemia"Natchez" White Crape Myrtle 10' - 12' ht. hone: (631)209-2410 / 34 OX / / R 3 X 33.6 I X 31.5 P LAWN - __=___ ______ ___ _______ _ ,/ HC O 30'-0" 28:0, 3 5 1 �p \-� 2024. 181 LO Ligustrum ovalifolium Privet 5' - 6' ht. fax: (631)315-5000 -- - CONCRETE O :;;- 33.5 EP 1 ': 7 LS Li uidambar st aciflua American - - email: studio@mplastudio.com - ------- -------- _---- -- ___ -- WALKWAY �� �:�fi+�? :� : I � \ '�"��� ' =�� �"❑® ��; 6 TRANSPLANTED � q Yr an Sweetgum 3 1/2" 4' p PROPOSED ;.Z.;:. '� ,,;, ( ) / \ \ EXISTING + 3.5 4 �tG LEAF HYDRANGEA SEPTIC TO BE 6 MSG Malus domestica "Gala" Gala Apple 2-1/2"- 3" I ADA COMPLIANT ,� i 1 © / ABANDONED 5 PJ Pieris japonica Japanese Andromeda 10 al. _ 8 LNW MASONRY LANDINGS :p:;:: - - /� �� 18 LO EX 2g 1 6 \ I j p p g ARCHITECT: X35.0 ; /' EXISTING SHED I 1 I 5 QB Quercus bicolor Swamp White Oak 3-1/2"- 4' Glen Coben Architecture+ Design, PLLC DW-5 255 AP - =- CONCRETE 20'-0" 10 11 12 75 AP LAWN 1/ \ PA4TIo i 33 E.33 Street-Suite 906 \� I 33.9X WALKWAY O R 33.9 // _ S 15 AP .� 2 SRI Syringa reticulata "Ivory Silk" Japanese Tree Lilac 2-1/2"-3" ___ - New York, NY 10016 335X '%�. %�'T-'r •••• ----� /�� -=-�5=_ ,� \- -_�� �-� TRANSPLANTED 8 TC Tilia cordata "Greenspire' Littleleaf Linden 3 1/2"-4" :: 192 AP f _ 8 IGS -/' PRIVET HEDGE Office: (212) 689-2779 F = O 3 TC ! \ S�J = II DW 2� C g u Chaste Tree 4' -5' ht. 6 VA Vitex a nus-cast s " - PROPOSED 36 A'P '� = I UP CIVIL ENGINEER: 1 \ - - \ / 1 / Jose h Fischetti, PE Drainage Calculations and Structure Schedule p �23 LO ` ADA COMPLIANT / \ \ t- 102 AP : : ;:• 2 PROPOSED - 25 AP, D P.O. Box 616 33.7 O MASONRY WALKWAY / \ I 1971 2 SRI +34.3 CATCH BASIN / \ Southold, NY 1 DW 1 2 AS PER i ENGINEER S CALCS. 0 1 STORY STEEL ... .... ..................... ...... ..... .. (SEE DETAIL 2) / �/ 1 IDL ( ) Office: 631 765-2954 14AP C o9 ( ) ,,..,. :... ssissi 13 IGS I I -_- TYP. - BARN STORAGE i PL:A ..... NG - ( ) X AP to "-1• Frame House (1560SF @ 100%) +Existing Patio+Walkwa (540SF @ 100% L J - RA 1 PROPOSED 2 BSXX Y ) STRUCTU L ENGINEER: 39'X 60'=2,84o SF ON SLAB �� +34.5 % FACILITY SIGNAGE- 116 AP 2 BSX = _-_ = 3 HA O 2100 SF X 2" rainfall (.167 =350 CF/8' Dia. Drywell (42.22) =8.3'de th req'd i FFE::34.5' `� 5 Qg "" PROPOSED -_-- DiLandro Andrews Engineering, PLLC PROPOSED PENDING PERMIT _ ___ APPROVAL 1 10 28 A �� _ , 2 BS200 AMP ELEC.PANEL 9' depth provided 158 County Road 39-Suite 10 ON-GRADE I 38 L-O \ �� , 51 AP DW-3+4 AS PER ENGINEER`S CALCS.) Southampton, NY 11968 MASONRY PAD I i ;:� { , _ _ __ ( 5 MSG NO MOW LAWN I `�\ -4 / P L A�l T I N G , PROPOSED 13 14 15 % �; _== EXISTING Office: (631) 259-3959 X 3 .1 .r/ ___= Fermentation/Production(5500 SF @ 10(%) I+34.7X33.2 X 33.0 34. STEEL EDGING + f 1 // � --- BOXWOOD 4 2XSTORY --=ISTING HEDGE 5500 SF x 2" rainfall (.167) =918.5 CF/8' Dia. Drywell (42.22)=21.8'depth req'd a DW\ ` = 4 4 U�- OFFICE TO REMAIN 4 1 :, 24 depth provided �'� `" � �;;;;;;:: -1-=' �" PROPOSED DRIVE j -1 i/ ROOFED OVER --- ' i DW-5+6(AS PER ENGINEER'S CALCS.) ROP SSE E l�F T, AC S A E - __ - --_ - - Metal Barn (2340 SF a 100% +Proposed Mason Pad 489 SF @ 100/ X wy I OVEI',FLUSH STEEL - -- -- X o M� E f�1V IN 1L 4 EDGING\ i -- -_- �_;-, __= � ) p Masonry { ) 33.3X Wi b\ HSI 1 000'1� \ i © EXISTIPNG = _ , 1Z 2829 SF x 2" rainfall {.167)=471.6CF/8' Dia. Drywell (42.22) =11.2'depth req'd \ / PROPOSED I PERGOLA =--- • =_ .' / EXISTING 12' depth provided OIL STONE G1 AVEL /--_ + + + OVER STOW "'' ' / SU FACE OV R ' 35 AP / _------ 42 AP MASONRY \O / LANDIIN / I WALKWAY DW-7(AS PER ENGINEERS CALCS.) ASP LT BIND R \ �� 10 IGS \DW-1� , 3 HA 1 DW-8 �� Cc)11RSE \ PROPOSED ���� X EXISTING Garage(700 SF @ 100%) WITH OPEN \\ \ ADA COMPLIANT (7)TRANSPLANTED C) WATER 700 SF X 2"rainfall (.167) =116.9 CF/8'Dia. Drywell (42.22) =2.8'depth req'd 4 TC MASONRY WALKWAY � SERVICE 332 \ 1 �//\` V HYDRANGEA i P 4 depth provided SOD ( ( ST/ yd�" 30'-0\� ' ��\ PROPOSED DRYWELL ' / \\� EXISTING ��/ X 31.6 (TYP.) DW-8 THRU 10 LAWN \ - R DRIVEWAY DW-17 (SEE DETAIL 1 X 32 8 CRAPE MYRTLE-' \ , , � ��` ) ���� Walkways at Production(6297 SF @ 100•�) +Pervious Grass Paver(2483 SF @ 30'�=745 SF) ��, �� M \ LP I I \` ' (TYP.) SOD LAWN �`� / /rye 7042 SF x 2 rainfall(.167)=1176 CF/8 Dia. Drywell (42.22) =28 depth req'd / ` I L \ r' t SITE DATA: Y , 3 vac -_ 3 VAC " / 30' de th provided SITE DATA: 1000-115-02-2.4 � \ / p p EP,-L I IDW-181 , / �I . ...\_ ! ) \ i SIGS \ I I _ / 5 IGS ' , EXISTING TREE �•�r >"" '�'' -- (2) - / -\ DW-11 THRU 18 v X 6 X32.5 • STONE • - \ TO REMAIN o Zoning District:AC+ R-80 100 AP I 100 APB Parkin +A Aprons 13762 SF @ 100%)+Proposed Mason Office Walkway 208 SF @ 100% Lot Area:89733.6 SF or 2.06 acres _ _____= PIERS I _- =-- -_ i �P�) �) h / g p ( p Masonry Y{ ) ( ) _ - -- -z===--- 1 13970 SF x 2"rainfall (.167) =2333 CF/8'Dia. Drywell(42.22) =55.3'depth req'd NOTES: =======- ' �� \ 380.00'oa / 64'depth provided 1. Base map information based on survey *NOTE-BOTTOM OF ALL DRYWELLS TO BE MIN 2'ABOVE GROUNDWATER ELEV. prepared by Joseph Fischetti, PE dated =_-------- -___- August 24,2024. EDGE OF PAVEMENT - 2 PROPOSED \ r NATURAL LEGEND 2. This drawing it for the purpose of TRENCH DRAIN PROPOSED GA,S MAIN obtaining permits only. NOT FOR M I L L L A N E _-DETAIL-3 MASONRY APRON / CONSTRUCTION. -'-�_____^---- ( ) \ FIRE HOSE / � . � � � I w EXISTING WATER SERVICE --- EXISTING UTILITY -- PROPERTY LINE 3. Unauthorized alteration of this plan is a PROPOSED WATER SERVICE -'� -------� POLE(TYP.) violation of NYS Education Law. Q EXISTING TREE TO REMAIN C EXISTING GAS LINE X 4"RAW NDS 1813 CAST G PROPOSED GAS LINE REVISIONS X30.4 STEEI�DGING IRON GRATE \\ DATE DESCRIPTION SURFACE VARIES i OIL+STONE GRAVEL \ -(33)--- EXISTING CONTOUR SLOPE SURFACE OVER ASPHALT PROPOSED CONTOUR -E- - PROPOSED U.G.ELECTRIC SERVICE BINDER COURSE i ,N•a1T, ,nP,r °. V X 33.0 EXISTING SPOT ELEVATION / -I I III III-1 I-1 I I- 3,500 PSI CONCRETE EXISTING +33.0 PROPOSED SPOT ELEVATION ST PROPOSED SEPTIC TANK FIRE HYDRANT I-III=III-1�I-I�I - =I #5 REBAR -I�-III=I�I-III-I(I . • . -III-III-I�I' PROPOSED SEPTIC _ _ NDS#1266,#1888 OR#1889 RE RIM ELEVATION CP NDS#1242,#1243+ I I-III=III-III-III- =11 I=III III-III- ��, .r CONTROL PANEL ° ' UNIVERSAL LOCKING OUTLET � .;� - #1245 UNIVERSAL =I -I i l I-1 11711 IF TWIST LOCK INTO POSITION AT i LOCKING OUTLET TWIST I=1 I I-I III-III- ANY KNOCK OUT I a n LOCK INTO POSITION _ FLUSH CONDITION CO PROPOSED CLEAN OUT -III=IIII =III-1. ,-, ,�- AT ANY KNOCKOUT 1=I I - -I - I I- FITS 6"OR 8"SOLID WALL OR �. ,»!`, "�;.E X i -1 1-1 I I-I I F '. r = =1 11-1 I I= 6"OR 8"CORRUGATED PIPE FITS 3"+4"SOLID -III-III-III-I III- C1 "' J a -. - °;,�--j t9 CATCH BASIN LP PROPOSED LEACHING POOL r1DSt; WALL OR 6" 1-I 11=1 I I=I I I I-I I I-1 I I-I �- 3,500 PSI CONCRETE �-- t'-tf'.I t�.y j n CORRUGATED PIPE I I I�I�1-III- �� III=1 I I-III= �_ �`�9� y-;.=-� qp�` -I I G.. = = 3"CRUSHED "► .. .:__ T,�x�--�;- r_ ', �� COMPACTED i-i =I I =�I I-I I- STONE BASE '�' °.`w .-.��•«,---- �e I'" TRENCH DRAIN EP PROPOSED EXPANSION POOL SUBGRADE "III-III-I III-III= �,x �•._� ""-:-�-�- ---.- 8"TRAFFIC BEARING CONCRETE SLAB COVER H" X H" CATCH BASIN -�� __-'_n.w_YYJ^LLM` ^- - J / �� - _ - - EXISTING SANITARY `DW- PROPOSED DRYWELL TO BE REMOVED "- SDR 35 PVC INLET PIPE GRADE Detail Not to Scale TUFFTRACK PAVING c9 0 SEE PLAN FOR PIPE SIZE 02710' A- TOP OF DRYWELL NUMBER MAX NCLUDINOGF PARKING SPACESHANDICAP SPACES �T OF NE (SEE PLAN FOR TUFFTRACK DI DRAIN INLET O F �� ELEVATION) GRASS PAVERS SEED 3 " SDR 35 PVC /s X 4"STEEL EDGE RESTRAINT OVERFLOW PIPE ❑ ❑ 0 ❑ PLANTING BACKFILL 3'-0"MINIMUM INSTALL FOAM BACKER ROD,SELF LEVELING ACID DRAIN GRATE- ACO POLYMER CONCRETE TOPSOIL+ LEVEL STEEL EDGING FLUSH SEE PLAN FOR ❑ 1 AROUND DRYWELL WITH UP UTILITY POLE HC HANDICAP SPACE W ITH SIGN TITLE: PIPE SIZE �„- "„ CAULK AND THEN SWEEP POLYSAND TO MATCH TYPE 678Q K200 CHANNEL SYSTEM WITH LANDSCAPING WITH GRADE ❑ ❑ 1 1 g MEDIUM COARSE MORTAR JOINT COLOR OVER WET CAULK LONGITUDINAL GALVANIZED STEEL EDGE RAILS- < SAND/GRAVEL ❑ 0 0 ❑ „•. .,� ,i�� BETWEEN STONE CHANNEL DRAT (TYP.) IRON GRATE ACO-POLYMER PRODUCTS _� i_`�r � � I' 1" SANDY � PROPOSED HEDGE PROPOSED PLANTING BED SEE PLAN FOR DEPTH PRECAST CONCRETE I I I 1. SITE �� EXPANSION JOINT OIL+STONE GRAVEL SURFACE O\VER TOPSOIL ' r:' '� i. i: >r �1 J ❑ ❑ ❑ STORM DRAIN RING ASPHALT BINDER COURSE + + + + + + + + + + + + + + + + + + + + + + + + + _,_, IIIII II I + + + + + + + + + + + + + + + + + + + + + + + + + -III-III-III MASONRY APRON,CONCRETE RAMP OR SLOPE -� + + + + + + + + + + + + + + + + + + + + + + + + _ ❑ -ICI-III _ + + + + + + + + + + + + + + + + + + + + + + + + + 111=ICI-III= COBBLESTONE APRON _ + + + + + + + + + + + + + + + + + + + + + + + + ❑ 0 (] ❑ NOTES: NON WOVEN 1= I I- + + + + + ..+ + + + + + + + + + + + + + + + + + + PENDING SITE -III-II8"=111. + + + + + + + + + + + + + + + + + + + + + + + + III-ICI-I11= ❑ I: 0 ❑ ❑ 4'-0"MINIMUM PENETRATION INTO IF COBBLESTONE:RECESSED+BRUSHED a e c FILTER FABRIC - + + + + + + + + + + + + + + + + + + + + + + + I-III= N=1 =III-III-I ' RATEABLE SOIL. s j= + + + + + + + + + + + + + + + + + + + + + + + + MORTAR JOINTS MAX.WIDTH 3, + + + + + + + + + + + + + + + + + + + Ii,=i1=� FIXTURE LEGEND PLAN APPROVAL) + + + + + + + + + + + + + + + + + + + + + + + + + =111-I 6" !� 6"DEPTH OF PERVIOUS 1= 11-I = I' 2'-0' 25'-0"MAXIMUM DEPTH BELOW 1"-2"MORTAR SETTING BED a 4 Y _ NATURAL STONE BLEND I I -I I i -1 --I i-i t- i= i= - 11= ( -i i-rl=l r IT=1 MIN SEE PLAN FOIR WIDTH GRADE 6 `J ___ I(� �=III=III III=I I=I I=� �=III=� -� I=I I=��-III-III-I I-� -I I' SELUX LIGHTING DOWN LIGHT(3) GROUND WATER LINE a =1 I-I I`I_I I I�- =I -III-I I I-I I I=_I 11-III= -I I I-I I -I I I-I I I-I I I-I I I-III-III-I I- I I MODEL#MELD-SD-W-MP325-30-BK-UNV NON-RATEABLE SOIL a =-- I -I'II I I- 00 SUBGRADE I III-III I 1=III-1 I I-1 I I=III=III=III-III_III-III=III=III-I = Z-O"MINIMUM ABOVE GROUND CONCRETE SLAB BASE )„ III-III-I,I_ _ - 6'-0" WATER 4 0 PSI CONCRETE LIGHT FIXTURE AND LOCATIONS MIN #4 REBAR @ 18..O.C. -III- a ill III _ TO MATCH PREVIOUSLY APPROVED SITE PLAN 2'-0"MAXIMUM ACCESSCHIMNEY(IF EACH WAY TIE ONTO 6"X6"WWM _ a -I I-III-)I I-� 20'-0"TYP. 0 10 20 CLEAN MEDIUM SAND AND GRAVEL--RATEABLE SOIL NECESSARY) '-_ COARSE FILL DRYWELL TO BE INSTALLED AS PER II I I-�LEI 1 I- _=1 I I=III=III-I (- COMPACTED RCA BASE -1 I{,I I L- _ _ #5 REBAR SPACED 48"ON CENTER I I. I I I=I I I- 11II -III`{I I-III, AND SET 36"DEEP,WELDED TO EDGING STATE AND LOCAL CODES COMPACTED SUBGRADE -III-III-III- `� III-111-III-III SCALE 1" = 20' 11=1 11=1 11=1 I I- `;�� -III-III-I I f-I 11=1 -III-I 11-1 11 I I I I- - 1�- =1 11=1 i-I i I-I i I_I i 1 I 11i=1 1=1TI=1 11=1 11=1 11=1 I L=I I ICI 11-1T1=1 11-1 I-1 I I- ASCDRAWN BY: A.SCHEEL PRECAST CONCRETE DRYWELL MASONRY APRON WITH TRENCH DRAIN NDS TUFFTRACK GRASS PAVER FIRE LANE CHECKED BY: J.PAETZEL DATE:2026.02.26 Detail Not to Scale Detail Not to Scale Detail Not to Scale REVISED: OFFICE LOCATION: �QF SO(/ly MAILING ADDRESS: Town Hall Annex �0� Ol0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY ,c Telephone: 631 765-1938 ^fff��� pCk- www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Permits Examiner From: Mara Cerezo, Planner' Date: April 27, 2026 Re: Proposed Amended Site Plan for Vines on Mill Winery 16505 Main Road, Mattituck SCTM#1000-115.-2-3.3 The Planning Board refers this site plan to you for your information, comments, review, and certification, if applicable. This amended site plan proposes revisions to the site layout, landscaping, and drainage for a 5,200-square-foot winery (with no retail tasting room) located on an approximately 1.94-acre parcel in the R-80 Zoning District, adjacent to farmland with development rights held by the Town of Southold in the AC Zoning District. Thank you for your time and cooperation. Encls: Site Plan Site Plan Application OFFICE LOCATION: �QF S0(/ly MAILING ADDRESS: Town Hall Annex �0� Ol0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY cn Telephone: 631 765-1938 www.southoldtownny.gov C4UNT'1, PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Robert Corwin, Fire Marshall / From: Mara Cerezo, Planner Date: April 27, 2026 Re: Proposed Amended Site Plan for Vines on Mill Winery 16505 Main Road, Mattituck SCTM#1000-115.-2-3.3 The Planning Board refers this site plan to you for your information, comments, review, and certification, if applicable. This amended site plan proposes revisions to the site layout, landscaping, and drainage for a 5,200-square-foot winery (with no retail tasting room) located on an approximately 1.94-acre parcel in the R-80 Zoning District, adjacent to farmland with development rights held by the Town of Southold in the AC Zoning District. Thank you for your time and cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-115.-2-3.3 OFFICE LOCATION: �tF SO(/T MAILING ADDRESS: Town Hall Annex ��� Ol0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY y � Telephone: 631 765-1938 apt www.southoldtownny.gov C4UNi`(,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Sam McCullough, Chairman Members of the Land Preservation Committee cc: Lillian McCullough, Land Preservation Executive Assistant From: Mara Cerezo, Planner Mv� Date: April 27, 2026 Re: Proposed Amended Site Plan for Vines on Mill Winery 16505 Main Road, Mattituck SCTM#1000-115.-2-3.3 Zoning District: AC/R-80 The Planning Board refers this site plan to you for your information, comments, review, and certification, if applicable. This amended site plan proposes revisions to the previously approved site layout, landscaping, and drainage for a 5,200-square-foot winery (with no retail tasting room) located on an approximately 1.94-acre parcel in the R-80 Zoning District, adjacent to farmland with development rights held by the Town of Southold in the AC Zoning District. Thank you for your time and cooperation. Enclosures: Site Plan application Site Plan OFFICE LOCATION: QF SO(/l MAILING ADDRESS: Town Hall Annex �� 001 P.O. Box 1179 54375 State Route 25 ~ Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY N ac Telephone: 631 765-1938 O ap www.southoldtownny.gov cDUNTY, PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 27, 2026 Ms. Jessica Harris c/o Mattituck Fire District P.O. Box 666 Mattituck, NY 11952 Re: Request for Review Proposed Site Plan for Vines on Mill Winery Amended 16505 Main Road, Mattituck SCTM#1000-115.-3.3 Dear Ms. Harris: The enclosed Site Plan Application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This amended site plan proposes revisions to the site layout, landscaping, and drainage for a 5,200-square-foot winery (with no retail tasting room) located on an approximately 1.94-acre parcel in the R-80 Zoning District, adjacent to farmland with development rights held by the Town of Southold in the AC Zoning District. Feel free to contact me at (631)765-1938 if you have any questions. Thank you for your time and cooperation. Sincerely, � a17� Mara Cerezo Planner Enclosures: Site Plan Application Site Plan OFFICE LOCATION: �QF SU(/Ty MAILING ADDRESS: Town Hall Annex ��� Ol0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY rn Telephone: 631 765-1938 p� www.southoldtownny.gov i ��UNT(,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Mara Cerezo, Planner G/ ► v� Date: April 27, 2026 Re: Proposed Amended Site Plan for Vines on Mill Winery Application Name: Vines on Mill Winery Tax Map Number: 1000-115.-2-3.3 Location: 16505 Main Road, Mattituck Type of Application: Sketch Subdivision Map Dated: Preliminary Subdivision Map Dated: Final Subdivision Map Dated: Road Profiles Dated: Grading and Drainage Plans Dated: Other Dated: Site Plan Dated: ti Revised Site Plan Dated: 3/27/2026 Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Project Description: This amended site plan proposes revisions to the site layout, landscaping, and drainage for a 5,200-square-foot winery (with no retail tasting room) located on an approximately 1.94-acre parcel in the R-80 Zoning District, adjacent to farmland with development rights held by the Town of Southold in the AC Zoning District. Thank you for your time and cooperation. OFFICE LOCATION: �Qf SO(/T MAILING ADDRESS: Town Hall Annex O� P.O. Box 1179 54375 State Route 25 ~ Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY cn is Telephone: 631 765-1938 ip www.southoldtownny.gov oly�4U ,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 21, 2026 Mr. Jonathan Paetzel, RLA 5175 Route 48 P.O. Box 478 Mattituck, NY 11952 Re: Proposed Amended Site Plan for Vines on Mill Winery Located at 16505 Main Road, Mattituck SCTM#1000-115.-2-2.3, 2.4 & 3.2 Zoning District: R-80/AC Dear Mr. Paetzel: In response to your request submitted April 20, 2026 and the subsequent Planning Board discussion at their April 20, 2026 Work Session, the Planning Board will allow you to proceed, at your own risk, with installation of landscaping improvements on SCTM#1000-115.-2-2.3 prior to Site Plan approval. The permitted landscaping work is based on Sheet 1-1.40, Planting Plan, drawn by A. Scheel and dated March 27, 2026. This allowance is subject to the condition that the proposed Thuja occidentalis be replaced with Thuja plicata, as discussed during the Work Session. The Planning Board would like to take this opportunity to remind you that this site remains under Site Plan review, and that any improvements made prior to Site Plan approval are at your own risk. The Planning Board's agreement to allow the specific landscaping work requested does not imply that final Site Plan approval is guaranteed. Furthermore, this allowance shall not be interpreted as limiting or restricting the Planning Board's authority to require changes, modifications, or redesign of the site layout, landscaping, or any other site elements as may be deemed necessary during the course of Site Plan review and in the determination of a final approved plan. Please call the Planning Department at 631-765-1938 with any questions. Respectfully, Moxo- Nxew Mara Cerezo Planner SV" Submission Without a Cover Letter Name: 0 � P��l�(P�D� P��7-0 ( L.� APB 0 7 2026 sourHeLo TOWN PLAN"ING-B"�k.f�t� . Project Title: V j pie SCTM#: 1000 - I z � LD Date: Details of Submission: OFFICE LOCATION: �QF SO(/�y MAILING ADDRESS: Town Hall Annex h�� Old P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY cn ac Telephone: 631 765-1938 ap www.southoldtownny.gov coutM,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 25, 2026 Mr. Jonathan Paetzel, RLA 5175 Route 48 P.O. Box 478 Mattituck, NY 11952 Re: Notice of Incompleteness for Vines on Mill Winery Amended Site Plan Located at 16555 Main Road, Mattituck SCTM#1000-115.-2-2.3, 2.4 & 3.2 Zoning District: R-80/AC Dear Mr. Paetzel: I am writing as a follow-up to the Work Session held on March 23, 2026 where the Planning Board determined that the above-referenced Site Plan Application is incomplete. Before the Board can commence its full review, it is necessary to complete the application by submitting the following directly to this department: 1. Lighting: a. Clarify the lighting notation on the amended site plan to confirm that only the three proposed fixtures will be installed, and that the full previously approved lighting plan is not being implemented. b. Provide a lighting schedule that includes the quantity, manufacturer model number, color temperature, lumens, mounting height, and hours of operation for the proposed fixtures. Also provide a calculation summary stating the total lumens and the maximum, average, and minimum footcandle values. See approved Sheet A-113.00 for reference; a full photometric plan is not required. 2. Landscaping: a. The revised plan reduces the overall representation of native species and introduces ornamental plantings and lawn areas that may require increased irrigation and maintenance. As a result, the amended plan does not reflect the same landscape approach reviewed and approved by the Planning Board which included a mix of native trees and grasses along with traditional landscape plantings to be irrigated using well water. Southold Town Planning Board Page 2 March 25, 2026 For reference, the previously approved plan included the following: Name Botanical Name Size Qt . American Arborvitae Thu'a Occidentalis 8-10 ft tall 12 Grey Birch Betula Po ulifora 6-8" caliper 3 Sugar Maple Acer Saccharum 8-10" caliper 4 Ginko Tree Ginko Biloba 6" caliper 8 Yoshino Cherry Prunus x 6-8: caliper 8 Yedoensis Native Grass/Switch rass Panicum Vir atum 3-5 ft tall - Boxwood Buxsus 3-5 ft tall - Laurel Laurus Nobilis Varies - b. The landscaping plan shall be revised to better align with native and drought- tolerant planting practices, and the applicant shall provide detailed information regarding irrigation, including source and anticipated water demand. c. Plantings proposed within the Mill Lane right-of-way are not permitted and must be removed from the plan. d. For your reference, a copy of the Planning Board's Native/Natural Buffer Plantings Specifications are enclosed. 3. Water Usage: The approved site plan indicated that landscaping irrigation would be supplied by well water and was not included in the Suffolk County Water Authority (SCWA) review of projected water usage. As the landscaping plan has been revised, updated irrigation details are required. If public water is proposed for irrigation, the applicant must provide an updated estimate of total water usage for the site, including both landscaping and winery operations. 4. Plan Set Organization: The submitted materials consolidate multiple site plan elements onto a single sheet. A revised plan set must be submitted, with separate sheets for technical components (e.g., grading and drainage) consistent with the format of the plans previously approved by the Planning Board. 5. Sanitary: Any changes to the previously approved sanitary system design must be reviewed and approved by the Suffolk County Department of Health Services (SCDHS). Please be advised that the project remains under Site Plan review, and any work performed prior to Planning Board approval of this amendment and not consistent with the previously approved site plan is undertaken at the applicant's own risk. If you have any questions regarding this application or its process, please do not hesitate to call this office at (631) 765-1938. "4 'pectfkllyn -A ? — James H. Rich III Chairman Enclosure: Planning Board Native/Natural Buffer Plantings Specifications Southold Town Planning Board Work Session — March 23, 2026 — Page 2 4:00 P.M. —Applications Project Name: _ Ackerly Pond A ricultural Barn SCTM#: 1 1000-69.-3-9.3 ' Location: 2430 Ackerl/_Pond Lane, Southold Description: This agricultural site plan is for the proposed construction of a 70' x 30' (2,100 sq. ft.) agricultural storage barn (no basement) located on 15.9 acres with Development Rights held by Southold Town in the AC Zoning _ District, Southold. Status: _ ( Pendina Action: ( Referral Review Attachments: I Staff Report Project Name: Vines on Mill Amended S CTM#: 1 1000-115.-2-3.3 Location: 16505 NYS Route 25, Mattituck Description: This amended site plan proposes revisions to the site layout, landscaping, and drainage for a 5,200-square-foot winery (with no retail tasting room) located on an approximately 1.94-acre parcel in the R-80 Zoning District, adjacent to farmland with development rights held by the _ Town of Southold in the AC Zoning District, Mattituck. C Status: NewApplication _ Action: Review for Completeness Attachments: I Staff Report Project Name: Tuthill Conservation SCTM#: 1000-17.-4-16, 17.-6- Subdivision 14.2, 18.-3-30.3, 18.-6- 17.3, 18.-6-18.1 Location: J 21505 Rt. 25, 21070 Rt. 25, 26975 Rt. 25, 7685 Narrow River Rd., 8070 Narrow River Rd., Orient Description: This proposal is for an 80/60 Conservation Subdivision of four parcels with a total area of 112+/- acres into 17 residential lots, with 94+/- acres to be preserved. Status: I Conditional Sketch Plat Approval Action: I Final Plat Application Review _ Attachments: _I Staff Report Discussion: ❖ SPUD (Site Plan Use Determination) o West Robins Farm Development, 4180 New Suffolk Avenue, Mattituck SCTM#1000- 115.-10-1.1 •:+ ZBA Request for PB Comments o Saint John's Episcopal Church, 664 & 806 Oriental Ave., Fishers Island SCTM#1000- 9.-5-14 & 16.1 HEARING: 4/2/26 o Mattituck Plaza, 10095 Main Road, Mattituck SCTM#1000-142.-1-26 HEARING: 4/2/26 Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date: March 23, 2026 Prepared By: Mara Cerezo I. Application Information Project Title: Vines on Mill Winery Amended Applicant: Vines on Mill LLC & Little White House LLC Date of Submission: March 2, 2026 Tax Map Number: 115.-2-2.3 & 2.4 Project Location: 16505 & 16555 Main Road Hamlet: Mattituck Zoning District: R-80/AC II. Description of Project Type of Site Plan: Winery/Agricultural Acreage of Project Site: ±1.95 acres (R-80 Zone), ± 50.15 acres (AC Zone) Building size: 9,260 sq. ft. This amended site plan proposes revisions to the site layout, landscaping, and drainage for a 5,200-square-foot winery (with no retail tasting room) located on an approximately 1.94-acre parcel in the R-80 Zoning District, adjacent to farmland with development rights held by the Town of Southold in the AC Zoning District. III: Timeline: • April 8, 2024 — Resubdivision approved. • June 3, 2024 — Site Plan approved with conditions. • December 2024 — Staff met with applicant's new landscape architect to review approved site plan, conditions of approval, and potential modifications; clarified Planning Board re-review requirements and use limitations (no retail/tasting room). • February—April 2025 - Series of staff—applicant emails addressing proposed revisions and outstanding technical details (lighting, landscaping, signage, fire access, SWPPP) to clarify.the scope and extent of proposed modifications. • May 2025 - Staff resumed coordination with applicant; requested amended site plan application, revised plans, and supporting materials to advance review and referrals. • September 2025 - Incomplete submission received; revised site plan provided without amended application, fee, or supporting documentation. 1 • October 2025 - Staff issued formal notice of incomplete submission (copying owner); requested amended application, fee, and supporting documentation. • February 2026 - Staff issued formal compliance letter reiterating incomplete submission, required materials, and need for Planning Board approval of proposed modifications; advised on potential referral to Code Enforcement. IV: Analysis 1) Approved: a) Resubdivision: Merger of three adjacent lots (115.-2-2.3, 2.4 & 3.2) forming one large parcel for cohesive agricultural use of the property was approved by Planning Board on April 8, 2024. b) Site Plan: Approved June 3, 2024. i) A 30' high 5,200 sq. ft. (50' x 110') wine production facility. ii) Preserve and reuse existing 1-story ± 2,340 sq. ft. barn, 1-story garage, and 2-story ±1,630 sq. ft. one-family detached residence for accessory farm use as office space/storage. c) Access: A 30' gravel driveway was approved as the main two-way entrance/exit to the project location. d) Parking: 15 parking stalls (two of which are ADA compliant). e) Grading and Drainage: SWPPP & SPDES were required and received as part of site plan approval. f) Sanitary Plan: SCHDS Approval granted May 20, 2024. g) Landscaping: A landscaping plan was reviewed and approved as part of the site plan application. h) Lighting: A photometric plan with ten exterior lighting fixtures was reviewed and approved as part of the site plan approval. i) Signage: None proposed or reviewed as part of site plan approval. 2) Proposed: a) Amended Site Plan: i) A 30' high 5,200 sq. ft. (50' x 110') wine production facility. 2 ii) Preserve and reuse existing 1-story ± 2,340 sq. ft. barn, 1-story garage, and 2-story ±1,630 sq. ft. one-family detached residence for accessory farm use as office space/storage. iii) A patio and shed are shown next to the 2-story one-family detached residence. The amended site plan shows them as existing structures, but they were not reviewed or approved as part of the site plan approval. A topographic survey showing the location of a shed and concrete area were included with the initial site plan submission. iv) A gravel pad with surrounding plantings has been added to the northwest side of the production building. v) A masonry pad and patio area have been added surrounding the 1-story ± 2,340 sq. ft. barn. b) Access: The amended plan replaces the previously proposed gravel driveway with an oil-and-stone surface over an asphalt binder course. The fire access road and site flow have also been redesigned. c) Parking: 15 parking stalls (two of which are ADA compliant). The locations and design for parking areas have been modified from the approved plan. d) Grading and Drainage: Drainage calculations and structure schedule have been revised. e) Sanitary Plan: SCHDS Approval granted May 20, 2024. Status of installation is unknown at the time of the writing of this staff report. f) Landscaping: The proposed plant schedule has been completely revised and the landscaping layout has been significantly modified from the approved plan. g) Lighting: Three exterior light fixtures are shown on the amended plan; the fixture model and locations match the previously approved site plan. h) Signage: No signage details have been submitted, though a proposed sign location is shown on the amended site plan. Staff: The amended site plan includes ornamental plantings, patios, and additional site features that are typically associated with public access or guest amenities. The Planning Board previously approved this site for wine production only, with the condition that no retail sales or access by the general public is permitted. 3) Parking: Three stalls have been relocated to directly abut the land where development rights are held by Southold Town. A dumpster enclosure and mechanicals area have been added directly adjacent to the 1-story garage between the parking areas. 3 4) Grading & Drainage: The applicant has submitted a letter from DiLandro Andrews Engineering firm stating that "the amended site plan remains consistent with the approved SWPPP and the requirements of the applicable SPDES General Permit". A letter of continued coverage for the SPDES Permit dated February 24, 2025 was also submitted. Staff: The amended site plan shows an increase in impervious area. While the NYSDEC is the agency responsible for the SWPPP/SPDES review for this project, the Town Engineer will need to confirm the amended site plan's compliance with Chapter 236. Several changes have been noted from the previously approved plan and merit further review. 5) Landscaping: The amended planting plan reflects a shift from the previously approved design, which included a mix of native trees and grasses, to a revised plan that focuses on ornamental shrubs and plantings. The irrigation system for the approved landscaping plan was planned to run off of well water. The revised plan reduces the overall representation of native species and introduces plantings that require greater irrigation and maintenance than the previously approved plan (i.e., sod lawn areas, Japanese Andromeda, Upright Japanese Holly, Endless Summer Hydrangeas, etc.). The amended landscaping plan does not align with the primarily native and drought-tolerant landscaping that was previously approved by the Planning Board. Staff: The proposed privet (ligustrum ovalifolium) is listed on Suffolk County's "Do Not Sell/Transfer List" of invasive plants and should be removed from the amended site plan. The amended plan may result in higher water demand than previously anticipated and merits review by SCWA to confirm adequacy and consistency with prior water conservation considerations. 6) Exterior Lighting: Ten (10) exterior light fixtures were shown on the approved site plan along walkways, in the parking area, and wall-mounted on the production facility and existing house. A photometric plan with foot candle diagrams was previously reviewed and approved. The amended site plan notes that lighting fixtures and locations will match the previously approved plan; however, the approved plan included ten fixtures of three types, while the amended plan depicts only three fixtures of a single type (Selux Lighting Down Light, Model # MELD-SD-W-MP325-30-BK-UNV) in similar locations around the production facility. No additional fixtures are shown. Staff: Clarification is required as to whether the originally approved lighting plan remains in effect or if revisions are proposed. Any changes to the approved lighting 4 plan should be clearly identified and may require submission of an updated photometric plan. 7) Exterior Signage: The applicant has not submitted any formal plans for signage at the time of the writing of this staff report. Staff: Pursuant to §280-86(A) & (B), any proposed signage is subject to future review by the Planning Board. 8) Public Hearing: Pursuant to §280-133(C), the Planning Board has the discretion to waive any requirements by resolution at a duly noticed public meeting for applications involving modifications to existing structures with no substantial change to the footprint, or for uses strictly related to agriculture (excluding retail winery operations), provided such waivers are not necessary to protect public health, safety, or welfare. Staff: The previously approved site plan had the public hearing requirement waived. The Board may wish to consider whether a public hearing is warranted for this amended site plan or if a waiver remains appropriate. 9) State Environmental Quality Review Act (SEQRA): The proposed action is a Type II Action as it falls within the following description of 6 CRR-NY 617.5 (c)(4), which states that the following actions are not subject to review under this Part: "agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming". V. Planning Board items to consider: 1. Confirm the proposed water usage for the amended site, including landscaping irrigation and winery operations. 2. Clarify if exterior lighting plan is being reduced to 3 fixtures or if previously approved lighting plan is still in place. 3. Find the above referenced site plan application complete for review, noting that additional sheets or details may be necessary to ensure clarity of the presented materials and to facilitate review by the Planning Board and referral partners. 4. Consider waiving the Public Hearing. 5. Classify the action as a Type 11 action under SEQRA. 6. Distribute referrals to at least the following: Land Preservation Committee, Mattituck Fire District, Town Engineer, Fire Marshal, SCWA, etc. 5 February 25,2026 158 County Rd 39 Suite 10 D•La ndro ,� Southampton NY,11968 � � „�. p �' Andrews �631)259-3959 ' L E n g i n e e r in g B Ci MQ info@dilandroand rews.com Town of Southold Consistency of Approved SWPPP Planning Board Office MAR 0 2 2026 16505 Mill Lane Town Hall Annex Building SOUYHOLO TOWN 'Mattituck NY 11952 54375 Route 25 P Lo',*J 1.1G 630ARD S.C.T.M.#1000-115-02-2.4 P.O.Box 1179 Southold,NY 11971 L� 1•� i Z This letter is provided in response to the potential code violation memo issued by the Town of Southold Planning Board Office dated February 13,2026,regarding matters related to the approved Stormwater Pollution Prevention Plan(SWPPP)for the above-referenced project. This development project received permit coverage under the SPDES General Permit for Stormwater Discharges from Construction Activity(GP-0-20-001)from the NYSDEC on June 14,h,20241.This project does not have the potential to discharge to Southold's MS4 district as detailed in a letter provided by the Office of the Supervisor from March 24,20242.The NYSDEC is the only agency responsible for the SWPPP/SPDES review and enforcement. This project has received revised permit coverage updated for the new SPDES permit conditions and remains in compliance with the new General Permit(GP-0-25-001)on February 25,20253. DiLandro Andrews Engineering has reviewed the amended site plan from Marshall Paetze)L.A.dated September 25,2025. Although the amended site plan includes a minor increase in impervious area,the resulting runoff has been evaluated and accommodated within the specified drainage system.The project continues to comply with the Water Quality Volume(WQv) requirements of the SPDES General Permit. Based on this review,the amended site plan remains consistent with the approved SWPPP and the requirements of the applicable SPDES General Permit. Specifically,the site plan revisions do not result in: * An increase in the total area of soil disturbance beyond that approved under the SWPPP • Changes to the approved stormwater management practices • Modifications that would alter site hydrology,drainage patterns,or discharge locations in a manner inconsistent with the approved SWPPP Impacts to the effectiveness,placement,or function of the approved erosion and sediment control measures. All erosion and sediment control practices identified in the approved SWPPP remain applicable and will continue to be installed, maintained,and inspected in accordance with the SWPPP and permit requirements for the duration of construction activity. The amended site plan does not constitute a material change requiring revision of the approved SWPPP,and the project remains in compliance with the approved stormwater pollution prevention and erosion and sediment control provisions. Please contact DiLandro Andrews Engineering if additional information is needed or you have any questions. Sincerely, Jack Seeliger Dilandro Andrews Engineering,PLLC Page 1. February 25,2026 J 158 County Rd 39 Suite 10 Southampton NY,11968 DiLandro__ Andrews (631)259-3959 I- E n g i n e e r i n g info@dilandroandrews.com Appendices 1. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water,Bureau of Water Permits 625 Broadway,Albany,New York 12233-3505 P:(518)402-8111 F:(518)402-9029 www.dec.ny.gov 6/14/2024 Vines on Mill LLC Chelsea Frankel 16505 Main Road Mattituck, NY 11952 RE: ACKNOWLEDGMENT of NOTICE OF INTENT for Coverage Under SPDES General Permit for Storm Water Discharges from CONSTRUCTION ACTIVITY—General Permit No.GP-0-20-001 Dear Prospective Permittee: This is to acknowledge that the New York State Department of Environmental Conservation (Department)has received a complete Notice of Intent(NOI)for coverage under General Permit No. GP-0-20-001 for the construction activities located at: Vines on Mill 16505 Main Road Town of Southold,NY 11952 County: SUFFOLK Pursuant to Environmental Conservation Law(ECL)Article 17,Titles 7 and 8, and ECL Article 70, coverage under GP-0-20-001 for the above construction site is effective five(5)business days from 6/5/2024,which is the date the Department received your complete eNO1. The permit identification number for this site is: NYRI 1 M631. Be sure to include this permit identification number on any forms or correspondence you send the Department. When coverage under GP-0-20-001 is no longer needed,you must submit a Notice of Termination to the Department. Additionally,authorization to discharge under GP-0-20-001 is conditioned upon compliance with Part H.C.of GP-0-20-001,specifically the following: 1.A final Storm Water Pollution Prevention Plan has been prepared; 2.When applicable, project review pursuant to the State Environmental Quality Review Act(SEQRA) has been satisfied; 3.Where required,all necessary Department permits subject to the Uniform Procedures Act(UPA) (see 6 NYCRR Part 621),or the equivalent from another New York State agency,have been obtained, unless otherwise notified by the Department pursuant to 6 NYCRR 621.3(a)(4). . I HEWYORK Departm-untaf Environmental Conservation Page 2 February 25,2026 158 County Rd 39 Suite 10 Di La nd ro Southampton NY,11968 Andrews (631)259-3959 w Engineering info@dilandroandrews.com 2. iZl- ALBS RT J.SRUPSSI JIB.. + Town Hall,53095 Route 25 SUPERVISOR P.O.Box 1179 Southold,New York 11971-0959 ' Fax(631)765-1823 Telephone(631)765-1889 OFFICE OF THE SUPERVISOR TOWN OF SOUTHOLD May 20,2024 Jack Seeliger Dil-andro Andrews Engineering, PLLC 158 County Road 39,Suite 10 Southampton,NY 11968 RE: SWPPP Review—Proposed Construction at SCTM#1000-115.-02-2.3,2.4&3.2 Dear Mr.Seeliger: This letter is written in response to your request for a letter from the Town of Southold(Southold)duly authorized representative explaining Southold's position regarding the agency responsible for reviewing the Stormwater Pollution Prevention Plan(SWPPP)for the proposed construction activities located at the .properties identified by SCTM#1000-115.-02-2.3,2.4&3_ . The proposed construction activities on these properties will collectively result in more than one acre of land disturbance and are subject to the requirements of the New York State Department of Environmental Conservation(NYSDEC)SPDES General Permit for Stormwater Discharges from Construction Activity,Permit No.GP-0-20-001. Southold is a covered entity under the NYSDEC SPDES General Permit for Stormwater Discharges from Municipai Separate Storm Sewer Systems(MS4s),Permit No.GP-0-24-001. Part I.A.I.of this permit reads as follows: Part I.PERMIT COVERAGE AND LIMITATIONS A.Permit Application 1.This SPDES general permit authorizes the discharge of storm water fro m small M!S4s. As the construction activities in question do not have the potential to discharge to S outhold's MS4,the rep ui rem ents of GP-0-24-001 do not apply as there will he no discharge that would be authorized under this general permit. Therefore,the only applicable SPDES regulation to this construction activity is GP-0- 20-001,and as such the NYSDEC is the agency responsible for SWPPP review and enforcernento Should you have any questions or require further information,please do not hesitate to contact Michael Collins,P.E.,at 631-765-1560. Very truly yours, Albert J.Krupskl,Jr. Town Supervisor Page 3 February 25,2026 158 County Rd 39 Suite 10 DiLandro Southampton NY,11968 w JI Andrews (631)259-3959 -1- n g i n ee r i n g info@dilandroandrews.com 3. NEW Depart dent of KATHY HOCHUL YORK Governor 1 STATE TATE Environmental Conservation SEAN MAHAR Interim Commissioner February 24,2025 Vines on Mill LLC Chelsea Frankel 16505 Main Road Mattituck,NY 19952 RE- Letter of Continued Coverage(LOCC)for Coverage Under SPDES General Permit for Stormwater Discharges from Construction Activity(CGP) General Permit No.GP-0-25-001 Dear Owner or Operator, The New York State Department of Environmental Conservation(NYSDEC)received a complete Request to Continue Coverage form for continued coverage under GP-0-25-001 for construction activities located at: Project Name: Vines on Mill Project Address: 16505 Main Road Mattituck,NY 11952 Project County:Suffolk Through submission of the Request to Continue Coverage form on February 24,2025,the owner or operator certified that the eligibility requirements in Part I.A.of GP-0-25-001 have been met,where required. As a reminder,this LOCC is not the permit document.The permit document,GP-0-25-001,is accessible on NYSDEC's website:dec.ny.gov The project has obtained continued coverage in accordance with Part I.F.4.of GP-0-25-001 as follows: • Project Name:Vines on Mill • eNOI Submission ID:HQ3-SM5H-VS83C • SPDES Permit ID:NYR1 1 M631 • Date continued coverage has been obtained: February 24,2025 If there are any questions regarding the requirements in GP-0-25-001,please contact me. Sincerely, John Muthersbaugh Assistant Engineer Division of Water,Bureau of Water Permits 625 Broadway,Albany,NY 12233 1 dec.ny.gov I john.muthersbaugh@dec.ny.gov 1 (518)402-8188 Page 4 SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION FORM Site Plan Name and Location Site Plan Name: Vines on Mill LLC Application Date: l�' 3/� � 1 Z-0 Suffolk County Tag Map#1000- 1 1 5 - 2 - 2.3 Other SCTM#s 1 000-115-2-2.4 & 3.2 Street Address: 160505 Mill Lane/16555 Main Road Hamlet: Mattituck Distance to nearest intersection: Property located on corner of Main Rd (NYS Route 25) & Mill Lane Type of Site Plan: X New Amended Residential Zoning District R-80 District Lot 2.3) AC District (Lots 2.4 & 3.2) Owners/Agent Contact Information Please list name, niaifiiX address, and LNone number for the pe2EIe below: Property Owner Vines on Mill LLC and Little White House LLC Street 1635 W. 22nd Street City Miami Beach State FL Zip 33140 Home Telephone Other Applicant Vines on Mill LLC and Little White House LLC Street 1635 W. 22nd Street City Miami Beach State FL Zip 33140 Home Telephone Other Applicant's Agent or Representative. Contact Person(s)* Chelsea Frankel a Street City ' .A�1Z � - — State � `� Zip �L�-q No Office Telephone ' Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Site Plan Application Form 2/18/2010 Site Data Proposed construction e: X New X Modification of Existing Structure X Agricultural P type: g 'tinge of use Property total acreage or square foots e: 81-8 ac. P Y g q g ' Site Plan build-out acreage or square footage: 2.06 ac. Is there an existing or proposed Sale of Development Ri ht s on the property? Yes X No = If ex,es lain: Development Rights sold to Town in 1999 y p Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y X N If"yes", explain(and attach any necessary documentation—title report, subdivision approval, etc.) See certification of lot status on original application Created prior to June 30, 1983 Building Department Notice of Disapproval Date: 1 1 Is an application to the Southold Town Zoning Board of Appeals required? Yes No X If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: Agricultural and Residential List all proposed property uses: Agricultural Other accessory uses: accessory office, accessory residential Existing lot coverage: 12.6 % Proposed lot coverage: 10.3 % Gross floor area of existing structure(s). 11,320 sq. t. Gross floor area of proposed structure(s): 9,260 Parking Space S Data: #of existing spaces:aces: nla #of proposed spaces: 24 Loading Berth: Yes No Landscaping Details: Existing landscape coverage: n/a % Proposed landscape coverage: 60 % P g g Wetlands: Is this property within 500' of a wetland area? Yes No X Maybe I, the undersigned, certify that all the above information is true. ? 2,b ZA, s L./ Signature of Preparer. Date:- 2 Site Plan Application Form 211812010 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Ck-vet**4 rVm%AVt I I Ot*. rA evA W.V 0 Vk"A�S o A % being dulysworn de oses and sa s that he "m y resides at M L �� °�1 � Q-11Xtile- A�LC Nq in the State of New York, and that he is the owner of property located at t�g�s +a�v+ rl�oaa vh��, u , SCTM# l� t� �� - Z -7,H 3,z or that he is the 4o to m eW"v of the am1w (Title) (Specify whether Partnership or Corp.) and said Corporation is the owner of the above property, which is hereby making a Site Plan application; that there are not existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed Owner r Signed LAACASPeA r~011,dsale w%evAloLw (Partner or Corporate Officer and Title) Sworn to me this L-_day Of Fc*(-7j— P Notary Pu ic CHRISTOPHER B BONDARCHLA \0TARYPUBLK STATF OF NFW YORK Registration No 0 1 BOM 39944 Qualified In Suf101k Cotrnt\ Commismon F�Xpjre,,* Amended Site Plan Application Vines on Mill LLC SCTM: 1000-115-2-2.4 &3.2 APPLICANT AUTHORIZATION SOUTHOLD PLANNING BOARD 12 Chelsea Frankel, Sole Member of Vines on Mill LLC, hereby authorize Jonathan Paetzet., RLA.,to apply for an amended site plan on my property(SCTM-, 1000-115-2-2.4 &3..2) with the Southold Planning Board. Sincerely, Chelsea Frankel Sworn before me this day of 2026 0"14- CHRISTOPHER B 80NDARCHUK \OTA RY P1 IRLIC STATF OF NFW YORK Registration No 0 1 RUM39444 Qualified in Suffolk C ouni M%Commission F xptreN a .� i APPLICANT'S AFFIDAVIT r APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK liti t f W k t 21& - _ R - -- being duly swore, deposes and -says that he resides at 0 SO u �k V C r<-,0 Cam, o I� in the State of New York, and that he i s the owner of property located at ito o vo l a+ � � SCT �- �I , or that he is the tole a of the UftIfed LA awl C4Wk (Title) (Specifywhether Partnershi or P Corp.) and said Corporation is the owner of the above property, which is hereby maUng a Site Plan applications that there are not existing strictures or miprovements on the land, which are not shorn.on the Site Plan; that the title to the entire parcel, including all rights-of-way, has been clearly established and is shown can said Plan; that no part of the Plan infringes upon any duly lead playa which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will cow 1 P with same; that the plans submitted, as approved., will not be alter or changed in any manner g y without the approval. of the Planning Board; and that the actual phys'teal im rave ne ats�cri be P installed in strict accordance with the plan as approved by the Planning Board. Signed_ Owner Signed Aw u c6 j.Fva vet �►o - %Ak6 (Partner or C orate Officer and Title Swom to nee dais -� JORDANA GUTl�tAN f NOTARY PUBLIC-STATE OF NEW Y � � 4RiC No. 02GU61486 44 Qualified In Now York County My Commission Expires juiy 03,70 o ublie S a r Amended Site Plan Application Little White House L C SCTM w 1000-1 1 5-2-2♦3 APPL!CANT AUT 0RI AT1 N SO PLANNING BOARD I, Amanda J. Frankel, Sole Member of Lithe White House LLC, hereby authorize Jonathan aetzelk R'l.A,to,apply for an amended site plan on my property( �'M; �€�+��-�� -2.3 with the Southold Planning Board. Si"noeret,= r 1 r f, Amanda J. r k t Sworn before me this Z G day of�� , 2026 r d JORDANA GUTMAN NOTARY PUBLIC-STATE OF NEW YORK No. 02GU6148844 Qualified In New Yolk County My Commission Expiies JUIV 03.20 IN , ■ MICIFshall paetzel LANDSCAPE ARCHITECTURE February 26, 2026 Southold Town Planning Board Office Attn: Mara Cerezo 11 East 44f h Street, Suite 405 New York, NY 10017 Re: Amended Site Plan for Vines on Mill Winery 16065 Mill Lane/I 6555 Main Road, Mattituck SCTM# 1000-115.-2-2.312.4 & 3.2 Dear Mara and Planning Board Members, I am writing as requested to describe the changes to the originally approved site plan for the above-mentioned project. Our landscape architecture firm was hired to make aesthetic and functional improvements to the approved site plan originally prepared by Joseph Fischetti, PE. Our modified site plan scope does not propose any new structures or changes to the approved use or function of the property or its approved structures. We have proposed changes to the layout of the parking while not proposing any changes to the approved number of spaces, necessary turning radiuses or passage widths and we revised drainage calculations accordingly. We have proposed changes to the 20' min. fire lane shape and material with a product that exceeds the minimum load capacity requirement of 75,000 Lbs. We have added a small on grade patio and gravel pad, redesigned masonry walkway locations, size and materials to work better with the new parking layout while reducing impervious surfaces. We've also reduced the concrete surrounding the production building. We have added a 6' Ht.-dumpster enclosure and increased the amount of open-air mechanical space as needed to support the needs of the operation, with proposed hedges to screen them all. Lastly, we have substantially increased the proposed vegetation that will help to soften the building height and obscure the structures from the road, screen off parking/mechanical areas and beautify the site with layers of large and small frees, shrubs, grasses & perennials. Sincerely, Jonathan Paetzel,, RLA Principal NORTH FORK: PO Box 478 - Matfituck, New York 11952 - 631-209-2410 www.mplastudio.com Town of Southold LWRF CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I- All applicants for permits* including Town of Southold agencies, shall complete this CCAF for pp proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law, This assessment Es 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 slnlflcant beneficial and adverse effects upon the coastal area(which includes all of SOLIthold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Tens each answer must be explained in detail listing both su ortin and non- su000rting facts. If an action cannot be certified as consistent with the LWi p policy standards and conditions, it shall not be undertaken. A copy of the LUVRP 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# Its - 2 - I.L 9 7.3& Z.4 PROJECT NAME V 1 v1 eS our dill 11l LUG 1 1�-t p l aV1 The Application has been submitted to(check appropriate response): Town Board El Planning Board K Building Dept. El Board of Trustees El l. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction, planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Location of action: 16 55 5 MOO tOo64 /1(O 0 a 5 M 60 4 f4 a d ) M A 4h ucU Site acreage". L.o 2. me t-Iles c t 4 3.1 iz 2Aq .i5s Ot r Present land use. LO Z.S _- Ye y l e�1/� a,� + a Yc Uu l{-uval Lo+,Sp 3.Z.4 Z.q =o►�V i'CM 14VO1 1 nt zonin classification- �o,' Z•4 � �"Sd 1��5 3.Z.� Z•`t al�rti Wl1'i"v 1 Prose g If an application for the proposed action has been filed with the Town of Southold agency, the following 2. pp p p information shall be provided Name of a l,cant: L%�e WV1 fit.. 4VV`rt G V�Vu S vv+ 1E1 LL (a) rr (b) Mailin address: Ca^��se � r �t � aled 5 Otre.,q O W KDOJ j VVAhAIJCy-,� KN ll l S IL (c) Telephone number: Area Code (d) Application number, if any: - Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes No If yes, which state or federal agency? C. Evaluate the project•ect to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Bent Practices that will further each policy. lP P Best Management • Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy . a 1 Foster pattern of development in the Town of Southold that enhances community character, ace, makes efficient use of infrastructure, makes beneficial use of a coastal location,and Preserves oPensP minimizes adverse effects of development. See LWR P Section III—Policies; Page 2 for evaluation criteria. Yes No Not Applicable lvk,e C& } WW ._MO1M61V1 tM ye Attach additional sheets if necessary, Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies .Pages 3 through 6 for evaluation criteria Yes D No Not Applicable r rol er�- %jutj �Mal%Mvw 106VViC ��oml �avm�ovse Loo(A 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 1-1 Yes 7 No Y Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III--Policies Pages 8 through 16 for evaluation criteria [:1 [i] Not Yes No o Applicable Attach additional sheets if necessary- y Polio 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 Ll Yes E No [i]Not Applicable Attach additional sheets if necessary Y Polio 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— Polici g es; Pages 22 through 32 for evaluation criteria. [:1 Yes No )e Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Fo y A Pages 32 through 34 for evaluation criteria. F-� Yes No X Not Applicable Attach additional sheets if necessary Policy S. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes No 2 Not Applicable PUBLIC COAST POLICIES 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public Policy resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. 0 Yes No Y Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Yes No I r I Not Applicable Attach additional sheets if necessary Policy II. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Yes No Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. [i] Yes No 11 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III--Policies; Pages 65 through 68 for evaluation criteria. Yes No 5d Not Applicable PREPARED BY TITLE 5 o le M eAM6 w DATE Z Z.5 7.6 Amended on 8. 1--05 qP OFFICE LOCATION.- MAILING ADDRESS Town Hall Annex J, P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd.& Youngs Ave.) :2c' Telephone: 631-765-1938 Southold,NY , + '" .r WWW.southoldtownny.gov IrO* PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: March 2, 2026 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/Project Name & Type Tax Map # Amount Check Date/No. Vines on Mill LLC Winery 115.-2-2.37 2.4 $500.00 2/25/26 - #1331 & 3.2Vines on Mill LLC CEW Att.