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HomeMy WebLinkAbout1000-73.-2-4 SCTM#.1000-84-z-3.3 EXISTING SOD FARM A + M + L SEE INSET DETAIL- ZONE:A-C .. .___ &`�'�...3'#i 2- S,. OWNER.WJK,LLP X 57 9 7650 BRIDGE LANE - X 587 X 57 a TEST HOLE DATA: CUTCHOGUE,NY x561 x56.8 x589 5-1 926.10' A R C H I T E C T U R E X 59.0 X 54.9 X 55.7 _ _ __ _ _ X 67.0 X 57.1 USE:FIELD CROPS/WATERFRONT ,- S 45"50'30"E - 0 - - --56---- - 1427 - - - � S4$"40'50"E I 589 ]3 � -.- -. .--- ___-- 554 -- -- - xs6.6 59.3 STUDIO'184 MAIN STREET - SOUTHAMPTON NY DATE: 3-31-2009 SCTM#1000-73-2-1 `°""°I I - - - \ - F PH.631.2877230 ZONE:R-80 II , Fx. 631.287 7240 �' X 55.9 SCTM#:1000-73-2-4 OWNER:MARYW.PEA000K G97-� ' •� - - 7 11 " WWW.AML-ARCHITECTURE.COM 565 WEST END AVENUE 1LL e I X571 --- -�--- %575 ._-.X_50.L„- I USE:IFAMILY RESIDENTIAL/ i 3` _ - 566 - i Xs9_o � �,ii x61.1 611% r _ .-��` __._e.m. �~ NEWYORK,NY10024 X �'� - - Lr) '•'"`y/ ELEVATION =60.0 x59.8 SCTM#.100084-2-1.1 DARK BROWN LOAM OL WATERFRONT 90 x xses X zoNE.Ac X 564 II _ 1.5' c Hf o - II �-______________ - X596 4$7 0' 586 OWN EnGE Row ' ' _ I - BROWN SILTY SAND SM x56.3 I- - - -�-- :_- i1 =- 1\ 1 ER'WfK,LLP Sf�RE) A Ctt.- SUBJECT PROPERTY _ I \ r q[.'. PROPOSED WINE MAKING 7650 BRIDGE LANE •Tj 3.0' SCTMi 1000-73-2-3.3 W' CUTCHOGUE,NY 11935 L L� BROWN FINE o x679 56.4x scTM#:l000a3-z-a j ,;:? BUILDING,SEE DETAIL DRAWING xses �''� P�C+ E�T, � ZONE:R-80 41"- .•_. :1', • ( y USE:FIELD CROPS [� TO COARSE SAND SW ZONE:A-C AND R-80 ����,.•°,'7 ', ::a, � " BELOW OWNER'URBAN LANGUAGE CO.LLC r y.T :' .. .1'. - 6.0 NEW YORK,END AVENUE .X .3 x611 �(• ;gin r NEW YORK,NY 10024 X590 X56.3 1200..FEDERAL HIGHWAY "' ■a „j� BROWN SANDY CLAY CL 1s _ _ X 561 1200 N.FED€RAL HIGHWAY <`�•, -' "' ` 8 Or USE:RESIDENTIAL VACANT LAND/ G R A P E S �'•' 1 WATERFRONT X 7 7 V HOCA EATON,FLA.334322803 5y Zx s ,. •k3 e;;/ USE:FIELD CROPS , 11 OPEN FIELD X571 FIELD-2 X56'8 1 ; . � x629 178 050 SQ.FT X57.6 :`` J� r � Q• X59.0 428 7 PALE BROWN FINE ' Q TOTAL AREA OF DISTURBANCE:58 OOO S FT. ��� ,r4Q' 6 X 66.9 I i k.e'T'��. •i. X S 8 +(`✓ 93 4.09 AC G RAPES i. k x586 IN TO COARSE SAND SW scrM#:1000-73-z-3.6 1~ - 0 1-" sf �` ! v YK � z ZONE:R-80 e X 611 X 57.z - - •, a _ .�. C X56.7 FIELD-3 oy'; . OWNER:ASHOK VASVANI $ i1 G R. /+ P E J � ^� _}. ' X USE: FAMILY RESIDENTIAL f� X56.5 333,7L55Q'FT X591 f Xs9A 37 X596 BROOKLYN,NY 11201 1a 1.. - _ � w 7.67 AC � __.__.._.___,,,,___,_ - --. 9 WATERFRONT FIELD-1 % I - . .,.,. .e,,.,._.,,._��.m._..�.,�. ..».., 23.0' 691 235,000 SQ.FT X]52 � � X590 56.7 �h� COMMENTS: NO WATER ENCOUNTERED 5.38 AC EXISITING FRAME GARAGE x5,.5 xs9.5 .1;:_I� scrM#:1aoo-sa-z-L2 X11 :i i X673 X637 X61.6 1 - _839SQ.FT.SINGLE STORY -- 1 -- r - 592 X ZONE.A-C ' ,` X 6sz I' .. --_ NO WATER OR SANITARY - - - _-- - ___ -_ - ._ . ... . .. ........-_ -.- - _ -- rv.M 125 ARAGE UPSKI =:1 -.., ._}:I: _ 45'32'00 W SCTM#:1000-73-2d.1 X 73.6 I „...,.",......,• w.___-, GRAPES ,. - _ CUTCHOGUE, Y 11935 [(� X'SLO co corv� OWNER:WALTER KR 11 R A P E 7650 BRIDGE LANE 11'. ..c*.� -- p N �' UE N !1 - I I O SCTM#:1000-84-1-5 g EXISTING GRAVEL DRIVEWAY-- - USE:1 FAMILY RESIDENTIAL ZONE:R-80 _ - __- - _ _ _ OWNER:WILLIAM R.HOWELL ° °� 11 - - _ - % _ - FIELD-4 r�rv' O _ _ _ °�°° X603 I ,n ZONE:A-C -I: X 605 OWNER:JOSEPH BOKINA 110 OXFORD ROAD 57.3 ,�- 110 I 141,100SQ.FT 7850 BRIDGE LANE _ `/ ,�,`!' 96 CUTCHOGUE,NY 11935 r- ROCI(VILLECENTRE,NY11570 'y' IRRIGATION CONTROL AREA I - II�' 3.24 AC TIAL Wp WATERFRONT % 0 1 X590 ' EQUIPMENT TO REMAIN �Y RESIDENTIAL 3 $ /750 ,a<3� I ,' i ! E UI %590 - X593 X�� ';��� X 59.4 I 3 3 E r �� I USE'1 FAMILY RESIDENTIAL/ USE:1 FAMILY X 59 3 o , s" , .- 0 n I 3 $ , $ °W�f6� 1� III �� n j X691 X669 X631 D r�7 RESIDENCE ,,i I g LL l F ^� g X 65 2 -� - XPX616 _ $ X61.4 DEMOLISHED Xs9.o I o - ne z o Xse.a of o.r �� m - IN APRIL200 X85 •- H Q a 5 P - _ _�,1 X 0 9 1 X 6D.2 X 60 3 . 60 8 1; g - 6X i / ." - o" orv° z 1-1 ' X II t opo o'` -11 !O� _ - , A.7 74 ]I coxc - ---- ' -. _._ ---- - 1 1 OVERHEA 58.7 ' : 1 UiILitt POLE PALE `O \1 45:J120'E- ",, 5.50" i _ -__ - - - nrvEn°wars- Q r M „1'� Xsn orvc Mo: 1 1 X 603 - - u r rA�fMErvr u Dr rzr F yr»s � 1375.03' .0 .W unu,rrDLE ` „a,N 45°11'20" f��;, WIRES s nv z aRc Mary -AINLI IIIE con ` _" F Dr rvrl xll a uvr«zs rvvr�]e 613 iuir-'.: weE1 rvvr X X59.7 WREN 45°32 0 51.1lX rp I.^ Eo oP O �' Mo -X�� % - 5 "",. nR - N45°1T20'41kLL z Hvr«3R 6o9X L'�(6o] X61.1 eEp % OLANE %610 % 6 60.7 15.09 .. sRGHr or Wer � 11 0 01 1E'acllt DEw roxc.mory f14532o°' 609 ,•' w ' -" coxc Ma rash RAL 11.11 �m f (��/ S ,r0 3'� 1f1 n coxc Mary� 864 - a- LEGAL DE ..- - ___ -' ___ __ ._ __ _ _.____.-____-_ ..- _ ____. _ _ _ ___ _.-_-- _- __ ____- __.. -. --_-_ _- - ___ -- 60.5 60.1 596 �' pl iury roLE r L tt ep1[ pLE \ - 41 :)'.) `�� f FEw[s _c E 1cREf s - X 66.9 X 65.3 canvE srrvALr rnvEMErvr X 633 X 616 ""'^-m- ^----•--w----- -^^•^-^--- .ory nr�3 __tii) - 59.2 X 6� 59.5 BRIDGE 60 45 11 0 N7, - ,. JX i 1� - X82.] W owa 695X Z X ' EXISITNG FRAME BARN - Bos EXISITING SHED V 59.9CA w -33riti T e55 X X]88 O� FIRE rvvDBnrvr 11 X1 �(7 3,4N0 WQATERSOR SAN TARY 100 SQ.FT.SINGLE STORY O - N ' " ' ' X863 , SCTM#1000-72-1-1.6 SCTM#:1000-73-1-1 NO WATER OR SANITARY SCTM#:1000-73-1-3.4 ME DWELL Q ZONE:A-C x,e r qn FRAME DWELL ZONE R-80 ZONE:A-C I°wcuc FRAME DWEUG r ° OWNER:THOMAS AND LAURA KENNEDY OWNER:BRIDGE LANE,LP Q OWNER:LIES VINEYARD,LLC 1200 N.FEDERAL HIGHWAY 14990 OWNER: ROAD SCTM#:1000-84-1-31.1 SCTM#:1000-84-1-4.6 SCTM#:1000-84-1-6.1 SCTM#:1000-84-1-6.2 P.O.BOX 907 261 DOGWOOD LANE �^ +c _ ZONE:A-C ZONE:A-C ZONE:A-C MANHASSET,NY 10030 SITE .,a� ,I �� BOCAEATON,PLA.33CANT LA EXISTING SERVICE AREA USE:CUTTON OF UT ZONE: USE IFAMILY RESIDENTIAL/ W USE RESIDENTIAL VACANT LAND USE:TOWN OF SOUTHOLD OWNER:EDWARD JAEGER SIP WO085TH Y142 GHLIN CUTCHOGUE, Y11935KRUK EUG OWNER:VIRGINIA OWNER:MARIE MC OWNER:RAYMOND °W WATERFRONT r f z DEVELOPMENT RIGHTS 8355 BRIDGE LANE 8255 BRIDGE LANE 8940 85TH ROAD 7645 BRIDGE LANE i3r,;I Jf' ,,-� , : If'; NO PROPOSED CHANGES O CUTCHOGUE,NY 11935 CUTCHOGUE,NY 11935 EN,N E,N LU USE:1 FAMILY RESIDENTIAL USE:1 FAMILY RESIDENTIAL USE:1 FAMILY RESIDENTIAL USE:1 FAMILY RESIDENTIAL of O I I I SITE T X 61.1 61.1 X w I I ! I , I z I I I OF J SURVEY INFORMATION PROVIDED BY: ROOF& HARDSURFACE AREA- GRAVEL AREA,(ACCESS DRIVEWAYS), I I O � RAINFALL CALCULATIONS FOR DRYWELLS: RAINFALL CALCULATIONS FOR DRYWELLS: I (4 TOTAL AREA OF DISTURBANCE:5$,000 SQ. FT. N a I \\\ � � PROPOSED WELL LOCATION MAIN ROOF AREA: 145'x 66'= 9,570 SQ.FT. GRAVEL AREA: _ , _________ _________-------------- _-___, NATHAN TAFT CORWIN III 400 � • - (FOR DOMESTIC WATER-BUILDING 23,400 SQ.FT.X 0.166(2"RAINFALL)X 0.6 RUNOFF GRASS AREA 9,570 SQ.FT. X.166 (2" RAINFALL) =1,5$$CU.FT.- REQUIRED I ``\\�� ONLY)-4" PVC WELL CASING WITH LAND SURVEYOR COEFFICIENT)=2 330 CU.FT.-REQUIRED v � NO IRRIGATION 1588 CU.FT./50 SQ.FT. AREA OF 8'0 DRYWELL ' I I 1j NEW DIRT FARM ROAD a \ STAINLESS STEEL SCREEN&STA-RITE � / Q' ( ) ! TOT 26 X m \ _ - Title surveys-Subdivisions - Site Plans - Construction Layout 31.7 VERTICAL FEET OF DRYWELL REQUIRED CU.FT./785 FT. AREA OF 10' 0 DRYWELL O ,,;v ,._.. .. _.-._._.. ------. .._.... _. _ _. -�... m... E .. .�... 7 _.,., .. - - STAINLESS STEEL 1.5 HP PUMP 2,330 __� _,."_. v> "�� TO t?� � ---- � � \ 'r � PROVIDED WELL-X TROL-WX35O PHONE (631)727-2090 Fax (631)727-1727 30 VERTICAL FEET OF DRYWELL REQUIRED ----- o MF•q q.-_lam_ `� w TRACTOR \ 1' >; OFFICES LOGITED AT IwvuNG ADDRESS /� X ,,- k %` ,. STORAGE TANK 220 GALLON USE(4)8'0 X 8' DEEP DRYWELLS=1 600 CU.FT.-PRovioED \ h 322 ROANOKE AVENUE P.O. Box 1931 I X� !G!y \ ? TURNAROUND DRIVEWAY LP \ k RNERHEAD, New York 11901 Riverfiead, New York 11901-0965 ( wqT� s \\ Q AREA \ 1"'O/ POLYETHYLENE v 1 r % >-� CAPACITY LOCATED IN BUILDING. N.Y.S.U° N°.3aeY I R �-`� � � w TYPICAL AT(4) • •�� �p�� USE(4)1O'�X 8' DEEP DRYWELLS= 2 500 CU.FT.-PRovIDEo </NF t 1� I , AT SERVICE Ll1VE A- ,, I �_ '' ,6 K I CANOPY ROOF AREA: 600 SQ.FT. GRASS'AREA` .s LP 1.O'9�X$'DEEP 1NITH z. r MAY 11, 2007 UPDATE SURVEY JI ��11 - _ " BOO Q T x 16 ( RAINFA ) - REQUIRED ,. F -�' (v - "��/ v :. O' TO PROPERTY LINE S .F 6 2" LL =100 CU.FT. RE u Al . �, , N TI CONCRETE , -.\... TRAFFIC BEARING DOME a k, - k `" �. y ,� O .. .- � PITCH TO GRATE'/��T .X, ,><` • z- •Y r 't, 1O IRRIG4 ON' , I "I �; f COVER CAST IRON ,, r x I RETAIN N�WALL rvPICALALLSIDEs.I v c O CU.FT./SO SQ.FT. (AREA OF$` DRYWELL)_ 1, 11 11 Ia 1 STANDARD NOTES: 11\. ri ✓ �, '2,„l SITE&BUILDING INFORMATION: 2 VERTICAL FEET OF DRYWELL REQUIRED � - I 11 - .� � I I I I I ­ I \ I 'I 1 ' - GRATE AT GRAbE, . ROOF I 11 'LT-1 i�� - �% ' TYPICAL,AT(4).FOUR ', „� We 5.�,. . o S7ow,WAi EP . " r >" , EEA=1 353 536 S .FT.= 31.07 ACRES USE 1 8'0 X 4' DEEP DRYWELL=200 CU.FT. PROVIDED � 765-1560 AT 1538'+. '_. _ SLP-80 � � � .Y �`° < .i• � � .e Y � �p TOTAL LOT A Q O CONTACT THE ENGINEERING INSPECTOR( ) �0'� �� CONTAINfv1ENT (° , 1 CONCRETE RAMP DOWN TO k t ./ �� TOTAL GRAPE CROP AREA= $$7$75 SQ.FT.= 20.3$ACRES . N.EVV GR_VEL SIDE SETBACK. ,L( . R , \Q'bE .d ., DUIuiPTE IMITH LEAST 24 HOURS PRIOR TO START OF ANY WORK WORK �.; ONLY v,_�v GAVEL DRIVEWAY r r. `' TOTAL OPEN AREA=465,661 SQ.FT.=10.69 ACRES - - ARICING,AREA � �, U PERFORMED WITHOUT INSPECTION SHALL BE CERTIFIED ! � I.:,. - K CF ELE'6 0 5+ hWC�OD ENCLG�S E �"7 r�. o LOADING DOCK RAMP: 920 SQ.FT. r � _ v. �I, -r CROP COVERAGE PERCENTAGE= 65%CROP COVERAGE 5 SPA ES �` a- TO THE ENGINEER'S SACTISFACTION AT APPLICANT 0' i '' z F V C NITS WITH HEbGF , .A. 7 T 1' � - v. --u _- � EXISTING STRUCTURES=4,429 SQ.FT.(FOOTPRINT) 92O SQ.FT.X.166(2° RAINFALL)=153 CU.FT. REQUIRED EXPENSE. ��__ �. �. �_ SCREENIPiG DRIVEWAY LP 101-011. L I. - - - 11 t* a `" PROPOSED STRUCTURE= 8,635 SQ.FT. (FOOTPRINT) 152.7 CU.FT./50 SQ.FT. (AREA OF�' DRYWELL)_ l � �� ' 4 3` :r „ " ROOF � COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS, I �Q o TYPICAL AT(4) CI GRATE K = , AREA�/VITH C . 6 �O" ;£ STORMhIAT R' ' TOTAL FOOTPRINT COVERAGE 13 064 SQ.FT - 3 VERTICAL FEET OF DRYWELL REQUIRED _ -� ,.� .Q RAMP - k. PROi' SECIR < ' , , 11 PROPOSED STRUCTURE TOTAL AREA WITH MEZZANINE- ALL BUILDING UTILITIES SHALL BE INSTALLED BELOW LOADING RAMP ILT-3 ® C? CONTA NM'ENT USE 1 $' ° / LOCATION :60.5 STORMWATE _8�jJ1 CANOP ,r. Y h 5, U t O X 4' DEEP DRYWELL=ZOO CU.FT.-PROVIDED ;I I _ PITCH TOG TE' P OF RAMP I _ U OQ. `TRUCK TYPICAL E i LEVATICJN =60.0 PITCH=jwONTAINMEN I�EPy Y-'.� ONLY ` ., 9,635 SQ. FT. GRADE PROVIDE APPROIATE RISERS AT UTILITY POLES 11 TURNAROUND.: cV 1 i' `r Al _ -•o ._�11 I 1 `' ,,, I 1, TOTAL AREA OF ALL BUILDING SQ. FT.= 14,064 SQ.FT. a r .. -�-�^--- DE�Pl.- I AR . ` / D o o LT ELE:,62.0 15.101LTYP a �'_�+� `'I c NCLUDES ALL BUILDINGS ON PROPERTY) THIS SITE IS DESIGNED AND APPROVED FOR ROVEWAY LP 2 o LT 1 . yo WINE-MAKING ONLY,AND SHALL NOT BE OPEN TO THE �- TYPICAL AT O;O� / ---�RC?OF'` LOT COVERAGE PERCENTAGE=0.9/°LOT COVERAGE -� 10 .O T ( 6 '` x PUBLIC FORANYREASON INCLUDING EVENTS AND 4 PFOfiOSE , ❑ LT 1 , ii i r WINE-TASTING. T=. E W G R VEL P 8 F........T'---•-'-'------- --•-•. ----•---•-•-- !v-•-•- •t 1 Vn w A, I SITE LIGHTING INFORMATION: I ARI<ING EEA. DELA! I' PROPOSED BUILDING 8,635+/- ;, q I SSPAC 5 I v_5 1 r: _ __ --__ - __ - ==-rte.- ij i l '�,6. >1 , � - I ��, cwL. ROOF .. _ ii i - - - --._.�._._. ._. _._ ,r �Fl - . G MITRE-M4 LT 1 ARCHITECTURAL AREA LIGHTIN I �' - - - - _'-'-'_ '_`_`-'-`-`'` v 11 vL�l BOLLARD 'FULL CUTOFF' UNIT WITH 26 WATT 4 PIN ESTABLISHED EDGE 1 LE: 62 0 N i Y ` p O - b - O 1 5`O° - - URESCENT LAMP. SEP 7.01 I I II LT OF CROP LINE- - ij I r COMPACT FLO CALCULATIONS FOR SANITARY SYSTEM(OF - ) F.F. EL62.O'' ! I 1 •`� CALCULATIONS FOR ' STEPS AT ENTRY= O- -;�; - ii ! I ' PROCESS WASTE SYSTEMS (OF 2&OF 3): PROTECT ALL ` I-E I _ - Jr a =: :_ _._.`u- .___• ii i INE STORAGE -- EA LIGHTING -MITRE-M3 EXISTING CROP 1 o :_ A E � � ,, LT 2' ARCHITECTURAL AR I E E C 5 ❑� WINE M KING 11 __ I N 1. ry LDS � � ___ ___ _ FULL CUTOFF'WALL UNIT WITH 26 WATT 4 PIN GENERAL INDUSTRIAL LOAD:0.04 GPD/SF FIE I ❑❑� LT- F•-r--'---y- --'---r--'- ---• ----- i _ _ `Y 4 "V TYPICAL WINE INDUSTRY HISTORICAL WATER USE DATA 1 WINERY FOR A P N R IL N 6 ( ( ,• _'_ ;+ -� !- , ( f f f f f i x' ,. # COMPACT FLOURESCENT LAMP. PROPOSED BUILDING MAIN LEVEL=$,635 SQ.FT. WINERY PRODUCTION @ 6,000 CASES YEAR �I 1 i1 b ®b b b # `' 8,6355E X 0.04 GPD/SF=345 GPD = , $0 WINE GALLON ❑ ! b®®b X 2.38 GAL PER CASE 14 2 B&L PROPERTY ! I LIt 1 LT-1 ! !! <: 4 Jtl , O ! ___� ! ! i , STkA;! -T k LT-3. ARCHITECTURAL AREA LIGHTING - UCS'FULLY PROPOSED MEZZANINE SECOND LEVEL,STORAGE 8850 BRIDGE LANE ❑ ❑ ° �, �� I I ! I ®® ® ®� r, " ANNUAL WATER USE AT 25 GAL PER CASE X ❑LT-1 j4P-8 01, b b "'i i -�° i Jt . \8 Dc6 I I b b j v ` 11 COMPACT F OUDR SCE T LAMP. MEMORANDUM 42 WATT 4 PIN =EMO SQ.FT.- NO ADDITIONAL LOAD PER CUTCHOGUE,UE,NEW 6,000 casEs =150,000 GAL. PER YEAR s.c.T.M. #1000-73-02-04 Al 1 �� v ® ®® ® 0� -� �' ROO MEMORANDUM 22 WATER USE FOR MAX.MONTH: 0.12 X 150,000 PRE CAST CONCR T ❑�❑ ❑ - 1 ROOF I ;. �I ®® ®® �' \. % 1: ff1j fm x,ELE:6O ,,. IV \ I _ o j S'EO??MV#VATER PROPOSED MEZZANINE SECOND LEVEL, NON MEDICAL =1$,000 GAL. I PAVERS- HARD:SURFACE \4. _- -- 47��, \ I ' " k P O.POSE, DEIN CONTAINMENT u OFFICE= 500 SQ.FT. 610 j I AT ItANbI-CAP PARKING - ,, `-- ---_' I 1 F R y �` _ �� ' ` . PARKING CALCULATIONS: FOR 26 DAY WORK MONTH (DAILY MAX. FLOW): . :. ., i RA RAF�,y �� NLY TYPICAL SOO SFX 0.06 GPD/SF=3O GPD - AL DAY •AP FA % SPACE ❑ ;- , �-I I ,1 1 - K P I POSED' o Y Alti18,000/26= 693 G NEIN.GRAVEL ^ I:. - T. ��' x s, X „SECCNDAFY t : "LL I I i 8V g. BU1LDiNr NO. r ,.� k' /\ 5 GAL/ -Et .6Q.O I GO CRETE..STEPS; a " ----�, J.V 90 ____ _- I I . .... `_ =3,490 SQ.FT. TOTAL PROPERTY LOAD=693GPD GROSS FLOOR AREA' EXISTING BARN UNDERGROUND_ " I GEr;ERATOR•AN13 , 513.5' PROPOSEb/)I I, I I '` 7iT ENTRYtDOOF. BASEMENT Al. ,1 `y�,. - 1200'GRLLON r WINE MAKING: 5,450 SQ.FT. 3,490SF X 0.04 GPD/SF=14O GPD °/ ELECTRIC 75 o OF LOAD AT OUTFALL-2= 52OGPD ! `, 6.SPA E ri ;l <?1l)OU GAL ' y H4'AC UNITS WITH, ��' I SFPTTC TAN�C =r 1 4 ' SIDE YARD SETBACK I r - 1 LT 1 ! 11NDERGRCIUN ' C \. n r 1, r, _ PITCN TO GRATE_1 , 5+1 H.c. ! 7 >- .11 HEDGE SCREENING,: I t, 1 z �• >r ;�\®'�! '` '`' ,(.$' X°-4'�.LIQ'UI - V. :, WINE STORAG :4,175 EXISTING GARAGE- $39 SQ.FT. 25%OF LOAD AT OUTFALL-3=173GPD DRAWING DATE J TYPICAL ALL .Y r a e, 'r ,, „ .. PROPANETANIC `` �"% \ •C ! i \t ., , �.' > 'r Y y \.`k'r' •� , ` WINE MAKING: SQ.FT./1 PARKING SPACE PER X\ , FEEDERS , , \Q,� SFX O GP F= 4 GPD 11 MAv2009 I i - ❑ \ 1200 GALLON � � ' '_^ 12'0(3 G,ALLbI`1 x'' . `K• r DEPTH),, 839 0 4 GPD/SF=3 1 DRIVEWAY LP=s == ' i �, , ' q „ � �' ' T 500 SQ.FT.OF G.F.A. (LIGHT INDUSTRIAL USE) SEPTIC TANKS (USE OUTFALL-2 FOR DESIGN CRITERIA) I � - / \ SEPTIC TANK. ( \,, ;SEPTICa TA 1K4' 4. ,. r--/', n,<'-,- t , s ,T ` p ❑ _ - 1 OL SY / ,1- F i ;`11 ' x. =11 PARKING SPACES - TOTAL LOAD= 520 GPD ISSUE DATE J TYPICAL AT(4) - ,- G LC' - c- ! $°1�X 4`LI Ulb DEPTH ;�' ($O 7c 4''uLJ,ID bE1?TH) :`!:, c .� n EXISTING SHED= 100 SQ.FT 1 ( 7RAN , ,- WITH 1AJC`Ois , i ( j I 1, -� GRASS AREA 100SF X 0.04 GPD/SF-4 GPD ❑ FORME y ! �� ! .\1 " Y 1,, A, � s PER = r MIN. 1 - J , r 1 j _ �, • � , , % A . ; WINE SORAGE: 4,175 SQ.FT./1 PARKING SPACE P 2009 FOR PERMIT AND BID -,,; 52O GPD X 2 DAYS 1 O4O GALLON SEPTIC TANK 22 JUNE 2009 30'=0 2 0': ENCLOSURE ., I 1 �--EXPANSICIN, ! y. -1 X,A, SION \ V ,�' /' ,1 x � :<r. NO`IRftIGATI 1, - 21 SEPTEMBER 2009- \ y :< / v ?. -"' v h• ,. " ,I IOOO 5 .FT.OF G.F.A. WAREHOUSE USE) TOTAL PROPERTY LOAD- 553 GPD\/ USE(1)1200 GAL.SEPTIC TANK AT OUTFALL-2 MA Y ELECTRICAL ❑ ELLCTRICA!_ L \ : , 1`' OOC: \jl;moi - 'LFACHIrI1G_vPOt�L `', Q I PRI R. LEACHING:POCd Vii, CE/'CHINC P f ''k" t-" '".', " ' .EXIPAI�JSION. a =5 PARKING SPACES USE 1 1200 GAL.SEPTIC TANK AT OUTFALL-3 LT 1 , J . V ?D'A �12 TkANSFORMER SERVICE.FEEDER CABLE' ❑:n /' 10',,O.X 1L , lU' X 12'" I 1. L t "` , 11� f J _ - = -� - -- EFFECT TIVE ,EPf H: EEF.ECTIVE'DEPTH ,Y "` •I-- .r a tF¢E61V�E DEPS H b x` " -1 1. ,..�. �� -REQUIRED AND PROVIDED- ,� C .•� - a-�-"�9.kr�_ • TOTAL=16 PARKING SPACES REQu EDv� REVISION D SEPTIC TANK = :gym ...9. ....r. _ �... /I ,.,.; " _ UT CRITERIA) 20 MARCH 2009 _�kY; ��- :-wa -�._.a.-..-_....__2�:•..��,_. ," - .�-, PROPOSED PROCESS x. TOTAL LOAD 553 GPD LEACHING POOLS (USE O FALL 2 FOR DESIGN CRIT A ATE 1 WASTE SYSTEM ARE 553 GPD X 2 DAYS =1,106 GALLON SEPTIC TANK MIN. 2 APRIL 2009 I I, �W„- LT-1 (15+1 H.C. PER N.Y.S.CODE) S2O GPD/1.S GAL/SF/DAY=347 SF.OF LEACHING I I TYP(2) SANITARY PROPOSED PROCESS POOL SIDEWALL SURFACE AREA REQUIRED 4MAY 2009 ` I I I Y - I UNDERGROUND a SYSTEM AREA WASTE SYSTEMI AREA / USE 1 1200 GAL.SEPTIC TANK �/ 21 JUNE 2009 Q I I 1 TELEPHONE AND 00 ,, PARKING CALCULATIONS REFER TO SOUTHOLD USE 1O'Sd LEACHING POOL=31.4 SQ.FT.PER 14 JULY 2009-SUFFOLK COUNTY CHANGES THIS SITE IS DESIGNED AND FOOT OF EFFECTIVE DEPTH 18 AUGUST 2009-TOWN OF SOUTHOLD CHANGES I I I Ln Z TOWN CODE:CHPT.280;ARTICLE XVIII; SS 280-78 LEACHING POOL 14 SEPTEMBER 2009 I 15'-0": I 1 CABLE TV SERVICE o a APPROVED FOR WINE-MAKING ONLY, NEW.GRAVE I FEEDERS r � 59. 553 GPD/1.5 GAL/SF/DAY= 369 SF.OF LEACHING USE 12' DEEP LEACHING POOL AT OUTFALL-2 / 11 AUGUST 2014 AND SHALL NOT BE OPEN TO THE 31.4 SF X 12' EFFECTIVE DEPTH= 377 SF.OF SURFACE v SERVGCE 1 T POOL SIDEWALL SURFACE AREA REQUIRED J.- 0 O.1 PUBLIC FOR ANY REASON INCLUDING POPULATION DENSITY EQUIVALENT: DRIVEWAY`I i' O `� AREA PROVIDED-377 SF. >347 SF REQUIRED. O OIC -A' �8� EVENTS AND WINE-TASTING. USE(1)10'0 LEACHING POOL=31.4 SQ.FT.PER ILL LL H- 10 _01O ( ) FOOT OF EFFECTIVE DEPTH USE 12' DEEP LEACHING POOL AT OUTFALL-3 10.69 ACRES OPEN AREA X BOO GALLONS PER31.4 SF x DEPTH= I I I rn AFpTy DAY/ACRE(GROUNDWATER MANAGEMENT ZONE IV). AREA PROVIDEDE 377 SFCTIVE 116 SF7REQU REQUIRED. _ I w. I I N SITE PROTECTION CO USE 12' DEEP LEACHING POOL I. j I FENCING- 6'CHAIN LINK RNR =6,414 GALLONS PERMISSIBLE DISCHARGE PER DAY V/ 31.4 SF x 12' EFFECTIVE DEPTH=377 SF.OF NOTE:PROCESS WASTE SYSTEMS OVERSIZED BY I I APPLICANT I I I FENCE HAY BALES AND SITE PLAN SURFACE AREA PROVIDED- 377 SF. >369 SF REQUIRED. DRAWING SCALE: AS NOTED 1 11 SILT BARRIER / LAN D E AI PROPOSED DISCHARGE - 563 GALLONS PER DAY V USE 1 LEACHING POOL lO' X 12' EFFECTIVE DEPTH NOBSTRUCTE I I, 1 20'-0" (S i I - I DRIVEABLE I� I ;`�i�i 'E,�!!i'1 scale 1 �::��� THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PLLC. ANY USE, 1i PATHWAY I i REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT 6pF1i c e TEST HOLE DATA: DEAFE�l EXISTING SOD FARM SEE INSET DETAIL- TEST UY DWG#2- 5.1 A + M + L IDDANOGEMNE %� %� %%� xm, I TEST BORING BY:MC DONALD GEOSCIENCE %R ` X,n x„ aRH LT..FEIRE -� %p} \IF %u, USE fIEI➢CAO,E/WpEAFAOM%u / %x• 93E1tl %V^ DATE;3-31-2009 a spspvsmE -LES Nrzu' A R C H I T E C T U R E �m� ,a _.._.. -- x. A SCTM#:1000-73-2-4 SONDem ,Is -/ - _- _ - - _ -- - ----- - -- - - -- R �f Q B STUDIO:184 MAIN STREET „+F __- -� -xss,------ _ ___ _ __--__ - - _ --- - `i .` r'' W rc >. SOUTHAMPTON NY 11968 OWNER MMV W FMCIXx .- •. .:- W .1 .L ELEVATION=60.0 " _ _ _ - --_ _ . _ - - -- -_ -- -- "� s PROPOSED DOMESTIC WATER WELL PH.631.2877230 XSW6r ENDAVww - " ' DARK BROWN LOAM OL NEwvoRK mlUm4 - - --- J __ ----� - ._ "" '"P - _ - z'O w AND W TER LINE TO BUILDING 1.$' USE IfM11LYAE5IDEMUL/ ` A - - - u, _ _ _ W W W AM87 8240 3.0' BROWN SILTY SAND SM wnruFnOM / -_-- -__>;-% _ -% _-- '- -_- ___. _ _ _ _ ]. ' "t '`�' %"' %v E..PACWJ4m - E.COM x FIR scrMw.l000-n.aa -_ - _ --_ Ya - _ _ - _ _ T / - R BROWN FINE _ ` t] PROPOSED WINE MAKING "'x eo-xeAc TO COARSE SAND SW ,D _- XFu - _ - _- - _ ] __ 01 MAILING ADDRESS: PLANNING BOARD MEMBERS �QI souls P.O. Box 1179 MARTIN H.SIDOR �0� OCG Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex KENNETH L.EDWARDS �� 54375 State Route 25 GEORGE D.SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSENDMUM i Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 15, 2009 Mr. Kirk Lehman A+M+L Architecture, PLLC 184 Main Street Southampton, NY 11968 Re: Approval: Proposed Site Plan for N & L Properties, LP Located on the north side of Bridge Lane at the intersection of Oregon Road, Cutchogue SCTM#1000-73-2-4 Zoning Districts: A-C & R-80 Dear Mr. Lehman: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, September 14, 2009: WHEREAS, this site plan is for the construction of an 8,635 square foot building for the purposes of a private wine-making facility on a 31.07 acre parcel in the A-C and R-80 Zoning Districts; and WHEREAS, on May 11, 2009, the Planning Board accepted this application; and WHEREAS, on May 15, 2009, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to agencies having jurisdiction for their comments, and the following agencies responded: Town Engineer, Architectural Review Committee, LWRP Coordinator, Suffolk County Planning Commission & the Cutchogue Fire Commissioners; and WHEREAS, the comments from those agencies referenced above were received and accepted by the Planning Board, discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and WHEREAS, on August 31, 2009, the Southold Town Building Inspector reviewed the plan and certified that the proposed use as a winery is a permitted use in the A-C and R-80 Zoning Districts; and N & L Properties Page Two September 15, 2009 WHEREAS, the Southold Town Planning Board, pursuant to §280-133 C. of Southold Town Code, has the discretion to waive any or all of the requirements in §280-133 for those applications involving uses strictly related to agriculture, where those requirements are not necessary to further the objectives set forth in Town Code §280- 129, and maintain public health, safety, and welfare. The Planning Board has found that requiring the entire set of site plan application requirements for this site is not necessary for the following reasons: the application is for an agricultural use, will not be open to the public, is surrounded by farmland, and the parcel is large in size relative to the proposed and existing structures (0.9% lot coverage); and WHEREAS, on September 14, 2009, there was a public hearing which was closed; therefore, be it RESOLVED, that the Planning Board hereby waives the site plan application requirements, except for the following items: §280-133 A. (1), (2), and (4), B. (1) (a)-(k), B. (3) (a)-(d),B. (4) (a)-(i); and be it further RESOLVED, that on May 11, 2009, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) (6 NYCRR, Part 617.5 (c) (3), has determined that the proposed action is a Type II Action, and not subject to review under SEQR; and be it further RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Waterfront Revitalization Program and determined that the action is consistent as outlined in the July 20, 2009 memo prepared by the LWRP Coordinator; and be it further RESOLVED, that the Southold Town Planning Board grants approval, and authorizes the Chairman to endorse the site plan entitled "Proposed Wine Making Facility for N & L Properties", prepared by A+M+L Architecture, dated May 11, 2009 and last revised September 14, 2009, with the following condition to be written on the plan: 1. This site is designed and approved for wine-making only, and shall not be open to the public for any reason including events and wine-tasting. Please also note the following required by Town Code: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. Approved site plans are valid for three years from the date of approval, within which time all proposed work must be completed, unless an extension is granted by the Planning Board. 3. Any changes from the approved site plan shall require Planning Board approval. N & L Properties Page Three September 15, 2009 4. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the approved site plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. Copies of the approved site plan are enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Martin Sidor Chairman encl. cc: Southold Town Building Department w/map Southold Town Engineer w/map By signing this letter, the applicant acknowledges that there is a mandatory condition, listed above, that must be written on the site plan and followed throughout the use of this site as approved. V Applicant/IA_gent T\ 1('� ��✓1✓Vt�ice, COUNTY OF SUFFOLK 4ry �pp�.1..1..oi^xv. Mn+�IP^.9t f N STEVE LEVY SUFFOLK COUNTY EXECUTIVE E SEP 1 2009 DEPARTMENT OF HEALTH SERVICES Wwwup, GI1AIQ11W r, D.O., AS, PERMIT CO' Health Services Reference# C/1 0 --()I -(0p!!� Project Name._ 23 4- �- Eaun5 Z-1-6 The -/— The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply and/or a sewage disposal or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with applicable standards including "Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences." Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit (plan) expires three (3) years after the approval date. Any modification which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be performed by the department on expired permits. Permits may be renewed, extended, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Single Family Residences (Form WWM-081). It is the applicant's responsibility to call the department in advance to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The department must be notified at least 48 hours in advance to schedule an inspection by calling 852-5754; and excavation inspections must also be confirmed by calling 852-5700 prior to 9:30 a.m., the morning of the inspection. Article VII of the Suffolk County Code, "Septic Industry Businesses," requires that all installers of septic systems within Suffolk County sha11 possess a valid license from the Suff`olk County Office of Consumer Affairs. This ofce can refuse to perform inspections or grant final approval for the construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. SEE PAGE 2 WWM-016 (Rev. 10/02/06) Page l of 2 HD Ref. No.c/0 o c7 —CwPtoject Name f E Api-LS L�-G CONDITIONS FOR OBTAINININAL APPROVAL OF CONSTAED PROJECT As a condition of this permit to construct, the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Other Than Single Family Residences (Form WWM-19). ❑ Excavation Inspection by the Office of Wastewater Management prior to installation of any leaching pools to determine acceptability of soils. (Call 852-5754 to schedule an inspection and confirm by calling 852-5700 prior to 9:30 a.m., the morning of the inspection.) satisfactory inspection by Office of Wastewater Management of the sewage disposal system/sewage treatment system. (Call 852-5754 to schedule an inspection.) ❑ Satisfactory inspection of the water supply system by: ❑ Office of Wastewater Management(Call 852-5754 to schedule an inspection.) ❑ Office of Water Resources, Water Quality Unit (Call 852-5810 for inspection.) ❑ Satisfactory inspection by the Office of Pollution Control(Call 854-2502 for inspection.) ❑ Storage tanks ❑Other: ❑ Application for a Food Permit to the Food Control Unit(Call 852-5873 for instructions.) our(4)prints of an As-Built plan ❑ "Tap letter" from water district ,,'Certification from the licensed sewage disposal system installer ❑ "S-9 form"from Suffolk County Department of Public Works (SCDPW) ❑ Sewer district approval of sewer line installation(for other than SCDPW districts) Well drillers certificate ❑ Water analysis ❑ Certification of Sewage Disposal System Abandonment(form W WM-080) ❑ Design Professionals Certification of Constructed Works(form W WM-073, enclosed) for: ❑ Sewer lines and sewage collection system ❑ Retaining walls (approved as part of the sewage disposal system) ❑ Sewage pump station/valve chamber ❑ Sub-surface sewage disposal system ❑ Sewage treatment plant ❑ Water supply system ❑ Abandonment of Preexisting sewage disposal system and/or water supply ❑ Other: ❑ Other: W WM-016 (Rev. 10/02/06) Page 2 of 2 • Suffolk County Department of HealAvices r Office of Wastewater Management De�� 360 Yaphank Avenue,Suite 2C YaphaNew York 11980 S eif it✓ (631631)852.5700 CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER This certification shall not be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead,provided it contains the information below. Health Department Reference Numbcr: (1 11 C) "U 9- CV04 Suffolk Tax Map#: Dist: Scct(s) Bik(s) Lot(s) Project Name or Address: Subdivision Name&Lot# Applicant's Name: Date of System Installation: Description of System Installed: Septic Tank Volume(gallons) Shape: [ ] Rectangular [] Cylindrical Top: [ ] Slab [] Traffic Slab [J Dome Name of Precast Manufacturer: Leaching Pools Number of Pools Diameter and Effective Depth Top: [ ] Slab [ J Traffic Slab [] Dome Name of Precast Manufacturer: Other: Sketch below the measurements from building corners to the access covers of disposal system,or attach a separate sketch prepared by installer. I hereby certify that the subsurface sewage disposal system,described herein,has been installed by me in accordance with the approved plans and standards of the Suffolk County Department of Health Services;and is operational. Installer's Signature: Date Installer's Name: Company Name: Phone Company Address: Consumer Affairs Liquid Waste License Number: WWM-078 (08/05) • Suffolk County Department of Health vices rvr2— Office of Wastewater Management Outc"a# 360 Yaphank Avenue,Suite 2C v GI°fs5 wa-5+e Yaphank,New York 11980 l , (631)852-5700 CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER This certification shall not be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead, provided it contains the information below. Health Department Reference Number: Vtd —oq —o-CV 4 Suffolk Tax Map#: Dist: Scct(s) Blk(s) Lot(s) Project Name or Address: Subdivision Name&Lot# Applicant's Name: Date of System Installation: Description of System Installed: Septic Tank Volume (gallons) Shape: [ ] Rectangular [] Cylindrical Top: [ ] Slab [] Traffic Slab [] Dome Name of Precast Manufacturer: Leaching Pools Number of Pools Diameter and Effective Depth Top: [ ] Slab [ ] Traffic Slab ( ] Dome Name of Precast Manufacturer: Other: Sketch below the measurements from building corners to the access covers of disposal system,or attach a separate sketch prepared by installer. I hereby certify that the subsurface sewage disposal system,described herein,has been installed by me in accordance with the approved plans and standards of the Suffolk County Department of Health Services;and is operational. Installer's Signature: Date Installer's Name: Company Name: Phone Company Address: Consumer Affairs Liquid Waste License Number: WWM-078 (08/05) Ll • Suffolk County Department of Health ervices 11;r Office of Wastewater Management 0 cd—f aL 360 Yaphank Avenue,Suite 2C ��L°tr55 Yaphank,New York 11980 W (631)852-5700 5�� CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER This certification shall not be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead, provided it contains the information below. Health Department Reference Number: Suffolk Tax Map#: Dist: Sect(s) Blk(s) Lot(s) Project Name or Address: Subdivision Name&Lot# Applicant's Name: Date of System Installation: Description of System Installed: Septic Tank Volume(gallons) Shape: [ ] Rectangular [] Cylindrical Top: [ ] Slab [] Traffic Slab [] Dome Name of Precast Manufacturer: Leaching Pools Number of Pools Diameter and Effective Depth Top: [ ] Slab [ ] Traffic Slab [ ] Dome Name of Precast Manufacturer: Other: Sketch below the measurements from building corners to the access covers of disposal system,or attach a separate sketch prepared by installer. I hereby certify that the subsurface sewage disposal system,described herein,has been installed by the in accordance with the approved plans and standards of the Suffolk County Department of Health Services;and is operational. Installer's Signature: Date Installer's Name: Company Name: Phone Company Address: Consumer Affairs Liquid Waste License Number: WWM-078 (08/05) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C YAPHANK,NY 11980 (631)852-5700 INSTRUCTIONS FOR OBTAINING FINAL HEALTH DEPARTMENT APPROVAL OF CONSTRUCTED PROJECTS FOR OTHER THAN SINGLE FAMILY RESIDENCES It is the applicant's responsibility to call the Department to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of sewage collection/disposal systems , and water supply system components and piping, and final grading as shown on the approved plans. In certain cases inspections of the soil excavations for sewage disposal systems as well as other inspections, may be required. The Department must be notified at least 48 hours in advance of scheduled backfilling. Following satisfactory construction and inspection of the sewage disposal / sewage collection and water supply facilities,the following items are required for final approval: 1. Four(4)prints of an As-Built plan of the subject property,prepared by a licensed design professional or surveyor,showing the following information: a. The lot location,tax map number(s), lot area,and metes/bounds description. b. The exact location,number of stories,dimensions, and gross floor area of all building(s). C. The exact location of sewage disposal system components. Give two (2) dimensions measured from the building comers to each cover at grade. For large systems, provide measurements in a table format. d. The exact location of the private well,if applicable. Give two(2)dimensions measured from the building comers to the well. e. The exact location of the public water service lateral line(s), if applicable. f. The exact location of sewer line(s) from all buildings to the street, if applicable. g. The exact location of sewage collection system components, if applicable. This includes sewer piping,manholes,cleanouts,and building sewers. Inverts and sizes maybe required. h. For projects served with private water distribution systems, the exact location of on-site water mains,services,valves,curb boxes,hydrants,RPZ devices,and master meters must be shown. i. The exact location of storm drainage structures. 2. If a well has been installed as the potable water supply,then the applicant must submit a well water analysis completed within one year by a certified lab,and a well driller's certificate completed by a licensed well driller. If the well or water quality does not conform to standards,corrective measures will be required as described in the Department's "Private Rater System Standards." 3. If public sewers are utilized to serve the project, the applicant must also submit one(1)copy of the sewer line inspection approval from the sewer district. In districts operated by Suffolk County,one (1)original of Form S-9,duly executed by the Suffolk County Department of Public Works,and one (1) copy of a Suffolk County Department of Public Works field sketch are required. WWM-019 (08/05) PAGE I OF 2 4. If public water is utilized to serve the project, a tap letter from the appropriate water district indicating that service has been completed to the building(s), will be required. 5. For projects served with private water distribution systems,bacteriological analyses of water samples collected after disinfection are required at locations specified by the SCDHS. 6. If a subsurface sewage disposal system has been installed, the applicant must submit a certificate from a licensed sewage disposal installer,attesting that the system has been constructed according to the criteria of the SCDHS. Refer to Certification of Sewage Disposal System by Installer, form WWM-078. (If not licensed, the installer must contact the Suffolk County Office of Consumer Affairs at (631) 853-4596.) 7. In certain cases, the applicant will be required to submit a certification from a licensed design professional,attesting that all components of the sewage disposal or sewage collection systems have been properly inspected and constructed according to the approved plans and permit conditions. Refer to Certification of Constructed Works by Design Professional, form WWAf-073. 8. In certain cases, including projects involving Multiple Residential Units, the applicant will be required to submit a Certification of Carbon Monoxide Alarm Installation(form WWM-075). Refer to "Carbon Monoxide Alarm Standards" for details regarding carbon monoxide detector requirements. 9. For situations involving the abandonment of existing sewage disposal systems,the applicant must submit a Certification of Sewage Disposal System Abandonment, form WWAI-080, and/or a Certification of Constructed Works by Design Professional, form WWM-073. For a list of specific items required for Final.Approval of a certain project,applicants should refer to the Permit Conditions (form WWM-016) issued with their stamped approved plans at the time of Approval to Construct. THE HEALTH DEPARTMENT REFERENCE NUMBER AND TAX MAP NUAIBER MUST BE ON ALL CORRESPONDENCE OR DOCUMENTS SUBMITTED. PHOTOCOPIES OF DOCUMENTS WILL NOT BE ACCEPTED WWM-019 (08/05) PAGE 2 OF 2 T 0 00000 000r�o aama 00000 wWa o0 00 oogoo 00000 000cTo 00000 laaoauwaamcrwa Nnroxwuacxaarow 10'owwmai amrnw nnrc ' taRNna TwNwow GaauoK�m ruwaaaow•TlEsaar. t Ugnoa.w wKu war/F[AG M DEBT ALL#2a#3 drawin nolto sok rrce Nlra�-'� SDQ-9$ EwrR (TWK tw4baNara EN[ W.,a *R Krawa-(nrKy) W w r a.w:rw I. yaE worNW.aoaA �-Ea��,E� rwK.nwcaua,a aanrau ranurcK r 20- 2C aaaaaW.liA 24•aKNnaa raraRr �. olWwn rcaauaeo �• W aMs aW.fOS L. i b^ 00000 � 00000 ' v o 00000 00000 Aa 00000 ��� wwi 00000 00000 RIOaOSED WINERY NM 00000 00000 BRTY 070000 Bd50 50BRI BRIDGE IANE . CUTCHWUE,NEW YORK 11935 s.C.TA d 1000-73-02-04 taularta oN a^KO'wK Ewraww awlw wxA ld ouarozTl'enNcmaavx 41•-02'-2r N/77•-29'-41•W TwN�AaYa Ya0U11UYAna Uw]KNa na.316mn. .'UpnoaEw wu�waaa ww I OF WASTE-WATER MANAGMENTAPPRWAL ARG �aaEaaaa DaWRW wrz nN..00a ISSUE DArz ssAw woo ' 74bam Ap811HdkCombIkpaEdmeaLd . & ae pEovsl Pot OmetractleD.OtMr m St3iDgle Family AdmaaweNO. _ IkRigD m.---555REwslDx wrz Uset$) ✓I ..upmia�m 7b141e Plan bane ban mmlewadRT pmai with 4N.Sr Cmb DwaEmat of Health Barba slmdodi6 mlaft to weber Z aAMe supply and nwaya disposal. aaaYMM.wmacaawowa9 Waodefendss a Irak d detail,aeskoNa is a°9 oatD be s, n moi 1OYfnwa.`mal.owne mpsiEad p be in aaadsare with IM a#whW*wal dbytmak mnddaa,ebm LT apppwa aic ehndads.mkwapedBalywaivadby,allow apNend M�E eadadBd � C DEPARTMENT , P>OVIBMH S OF HEALTH SUBMISSION SITE PIAN DRAWINGKALE YNOIla I I I • • Page 1 of 1 Winser, Kristy From: Kirk Lehman [kirk@aml-architecture.com] Sent: Friday, September 11, 2009 10:57 AM To: Winser, Kristy Subject: Fw: Winery Cutchogue Hi Kristy, A bit of good news from Suffolk County!! Please see below. Any other issues we need to address prior to Monday? Please let me know, Thanks Kirk -----Original Message---- From: Reid,_Vanessa To: Kirk Lehman Sent: Friday, September 11, 2009 10:53 AM Subject: RE: Winery Cutchogue Kirk, Pollution Control is going to release the job. I will stamp the plans today and you can pu. I will call when they are ready. Regards, Vanessa From: Kirk Lehman [mailto:kirk@ami-architecture.com] Sent: Friday, September 11, 2009 9:36 AM To: Lubicich, Chris Cc: Reid, Vanessa Subject: Winery Cutchogue Hello Mr. Lubicich, I spoke with wine maker, he uses hot water hosing clean out primarily and pressure washing also as needed. As discussed the floor drain systems are independent systems with no connection to either the roof run-off or the sanitary system. I hope this is helps, please let me know how we should proceed. Thank You for your attention to this matter. Kirk Lehman 9/11/2009 PLANNING BOARD MAIL LOG Thursday September 10, 2009 Sender Document Sen. LaValle copy of 9/9 It NYS re support for grant proposals (MT) ✓ A Southold FD 9/9 Itr re Breeze Hill Farm 74-1-36 (TS) Tj IF,-L, , (a A&M Architecture 9/9 1tr, affidavit of posting & receipts re N&L(KW) y Inter-Office: (� Building Dept. 9/9 SPUD re Cingular Wireless/Orient by the Sea 15-9-8.1 Town Engineer 9/9 Itr re Nickart Realty Subdiv. 52-2-13 FOIL Requests: T. Kennedy email re N&L Properties P. Murphy C&R's re 33-2-27 Requests for Information: none 1 • • Page 1 of 3 Winser, Kristy From: Kirk Lehman [kirk@ami-architecture.com] Sent: Friday, September 11, 2009 1:38 PM To: Winser, Kristy Subject: Re: Winery Cutchogue Hi Kristy, Thank You again for all your help. Red=Town of Southold comments Green=B&L Farms response I want to give you a heads up that we have received opposition to the proposed wine making facility. It appears people don't have all the information and are concerned that this is going to open to the public and morph into another"pindar". The point of the public hearing is for you to inform and present the application to the public as well as allow for the public to be heard and to inform the Board of additional items that should be considered. Some questions that have been raised so you can be prepared are: Have they submitted a site plan? Yes we have submitted a site plan, please feel free to review. Have they submitted a design plan? Yes we have submitted a design plan, please feel review. What will be the purpose of the building—will it be open to the public? Wine Making only - No public tasting. Where will parking be? Parking is located on the north and east sides, set back 300 +/-from Bridge Lane When will construction begin?. Our anticipated schedule is this fall, 2009. How long will it take to construct this building? Our anticipated schedule to have the building ready for next harvest, 2010. Are the owners seeking a variance to build on land zones for agriculture?- No the wine making/vineyard is allowable under the current zoning. I also wanted to inform you that it will ultimately be up to the Board if they are informed and comfortable with making a decision the night of the hearing. Generally, the Board does not make a decision the night of the hearing anticipating opposition but, if all goes well and there is no new information that already hasn't been taken into consideration, then the resolution is all set ready to be approved by the Board. Last, we added a condition to be added to the resolution and should be written on the plan based on your comments from work sessions and to emphasize that the site was not designed for public access and parking: "This site is designed and approved for wine-making only, and shall not be open to the public for any reason including events and wine-tasting." -The owners have no problem with this language and it will be added to the drawings. -----Original Message----- From: Wmser_Kristy To: Kirk Lehman Sent: Friday, September 11, 2009 11:46 AM Subject: RE: Winery Cutchogue 9/11/2009 • • Page 2 of 3 Kirk that is helpful thank you. I want to give you a heads up that we have received opposition to the proposed wine making facility. It appears people don't have all the information and are concerned that this is going to open to the public and morph into another"pindar". The point of the public hearing is for you to inform and present the application to the public as well as allow for the public to be heard and to inform the Board of additional items that should be considered. Some questions that have been raised so you can be prepared are: Have they submitted a site plan? Have they submitted a design plan? What will be the purpose of the building —will it be open to the public? Where will parking be? When will construction begin? How long will it take to construct this building? Are the owners seeking a variance to build on land zones for agriculture? I also wanted to inform you that it will ultimately be up to the Board if they are informed and comfortable with making a decision the night of the hearing. Generally, the Board does not make a decision the night of the hearing anticipating opposition but, if all goes well and there is no new information that already hasn't been taken into consideration, then the resolution is all set ready to be approved by the Board. Last, we added a condition to be added to the resolution and should be written on the plan based on your comments from work sessions and to emphasize that the site was not designed for public access and parking: "This site is designed and approved for wine-making only, and shall not be open to the public for any reason including events and wine-tasting." Let me know if you have reservations with this language or further questions. Have a good day. Kristy Winser Senior Planner Town of Southold Planning Department P.O. Box 1179 53095 Main Road Southold, New York Phone: (631)765-1938 Fax: (631) 765-3136 Kristy_Wins_er(7o townsouthol_d.ny,us -----Original Message----- From: Kirk Lehman [mailto:kirk@aml-architecture.com] Sent: Friday, September 11, 2009 10:57 AM To: Winser, Kristy Subject: Fw: Winery Cutchogue Hi Kristy, A bit of good news from Suffolk Countyll Please see below. Any other issues we need to address prior to Monday? Please let me know, 9/11/2009 • • • Page 3 of 3 Thanks Kirk ----Original Message ----- From: Reid Vanessa To: Kirk Lehman Sent: Friday, September 11, 2009 10:53 AM Subject: RE: Winery Cutchogue Kirk, Pollution Control is going to release the job. I will stamp the plans today and you can pu. I will call when they are ready. Regards, Vanessa From: Kirk Lehman [mailto:kirk@ami-architecture.com] Sent: Friday, September 11, 2009 9:36 AM To: Lubicich, Chris Cc: Reid, Vanessa Subject: Winery Cutchogue Hello Mr. Lubicich, I spoke with wine maker, he uses hot water hosing clean out primarily and pressure washing also as needed. As discussed the floor drain systems are independent systems with no connection to either the roof run-off or the sanitary system. I hope this is helps, please let me know how we should proceed. Thank You for your attention to this matter. Kirk Lehman 9/11/2009 W WM-006(Rev.5/06) • � �}.�(/ ,, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES M/V gklo? OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C YAPHANK,NEW YORK 11980 NOTICE 3 (631)852-5700 GMZ 4 NOTICE OF INCOMPLETE APPLICATION—COMMERCIAL TO: A&M&L Architecture PROJECT NAME: B &L Farms LLC 184 Main Street REFERENCE NO.: C10-09-0004 Southampton,NY 11968 SCTM NO.: 1000-73-02-04 Your submission for the referenced project has been reviewed. This office will require the following for further review and/or approval: Completed Application WWM-004 Engineering Report >( J ❑Processing Fee$ due El Article 6(Subdivision)Approval `� ® SEQRA Determination-Town-see note(2) ❑ Water Quality Approval/Well Water Analysis ❑ Completed Short Environmental Assessment Form ® Pollution Control Approval -see note (1) f/ ins ❑ Wetlands Permit or Waiver-NYSDEC/Town ❑ SCDPW/Sewer District Approval ❑Town/Village Zoning Letter ❑Review Board'Determination ❑Restrictive Covenants for: ❑ P.E./R.A. Certification of Existing Sanitary System ❑ SPDES Application form D+8 1/2"X11" site plan ❑ Certificate of Authorization or Disclaimer ❑ Public Water and Sewer Availability Letter ❑ INFORMATION MISSING AND/OR CORRECTIONS REQUIRED ON PLANS ❑ Suffolk County Tax Map Number ❑ Storm Drainage Structure Locations ❑ Metes and Bounds Description ❑Gallons/Day/Acre Sewage Discharge ❑ Key Map-make street names larger ❑ Sewage DisTsal Design Calculations ❑Distance to Cross Street ❑ Location/Layout of Sewage System ❑ Test hole -Excavation Inspection required due to poor soils ❑ Profile/Details of Sewage System ❑ Floor Plans ❑ Sewage System Invert Elevations ❑ Gross Floor Area of Building(s) ❑ 501/o Expansion Area for Leaching Pools ❑All Surface Waters Within 300 ft. ❑Water and Sewer Service Line Location(s) ❑Topographical Contours(5 ft.interval) ❑ Private Well Details and Location ❑ Neighboring Wells and Sewage Systems within 150' ❑ Profile/Details/Location of Water Supply System of property(or specify that there are none) ❑ Existing Building,sewage/water system location(s) ❑ Signature and Seal of Design Professional ❑ ❑ 5" X 7"Clear Area for Department Approval ❑ ❑ Other: Project does not conform to Department Standards. See enclosed Notice of Non-Conformance. ® Comments: (1)The use of the floor drains requires the approval of our Office of Pollution Control for conformance with Articles 7 & 12 I have forwarded your application packet to them. ay You mcontact them directly at 854-2501. (2)Provide a copy of the SEORA Determination from the Town (3) Plans are acceptable and will be &4aV24 upon reciept of an approval from Pollution Control for the floor drains and a Negative Declaration SEORA from the Town. CC: i REVIEWED BY: Vanessa A.Reid DATE: September 3,2009 PLEASE RETURN A COPY OF THIS FORM WITH ANY RESUBMISSION(S) A+M+L ARCHITECTURE 184 main street southampton ny 11968 ph:631.287 7230 fx:631.2877140 9 September 2009 Planning Board Office Town of Southold Town Hall Annex 54375 State Route 25 Southold, NY 11971 Re: Public Hearing on: N&L Properties 9/14/09 885o Bridge Lane Cutchogue,NY SCTM: 1000-73-02-04 Attention: Ms.Kristy M.Winser-Senior Planner Dear Ms.Winser: Enclosed please find the Affidavit of Posting,Certified Mail receipts and green Return Receipt cards for the public hearing for N & L Properties to be held on 9/14/09• Please contact me with any questions or additional information that you require. My contact information is: Kirk Lehman A+M+L Architecture 184 Main Street Southampton, NY 11968 631-287-7230 phone 631-287-7240 fax kirk@aml-architecture.com We appreciate your time in this matter. Sincerely, Kirk Lehman KL/sml Encl. #9433 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successively, commencing on the 3rd day of September, 2009. Principal Clerk i` Sworn to before me this day of 2009. LEGdVOTiCE, Y \ l J _ g afbicetPubhc7learing �l/ V y11VGISHERB$YLLVEN;that, t �V'�OLINSM pursngai to ArticlefV gf the Codd NOTARY r't N_i,. sIAT@ Of of the Town of Southold,a pubhc hear- NEW YORK iqg-wdl be hind by the Southold Town Nei' Planning Board at the Tbwn,Hall,Main QUd11':" In 10folk C(5UntV koad,S0uY'ao1Q New1.york on the 14th My Gomm a#Inr day,of,9eptelp r 201l.-on theyuestion o+ee rehrngry ^x01 �8l3 of the following: 6:00 pm:Proposed Site Plan for N& L Properties,LP,located at 8850 Bridge Lane,on the north side of Bridge Lane at the intersection of*OFegon Road,in Cutuhogue;Town of,Southold,.County of Suffolk,State of Now York.Suffolk -"County Tax Map Number 1000 834 4. Date&8126109' ' -: `BYbRDER OF THE SOUTHOLD TOWN PLANNING BOARD Martin-H.-Sidor Chairman 9433-tT 9l3 AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as N C, I LI�Pcrt'ICS - Sc7C'�, k0M- 7,�- a-4 by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on q/I'tIOg I have sent notices, by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of re rd of every property which abuts and every property which is across on a E W1 LekMCkn Your N (print) / arr�e Sig e. �g Address q q f oq Datik N6fary Public HERSERTJANNSEN Notarryy Public, Slate of New York No. O7JA4662189' Suffolk County commission Expires June 30, 2011 PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:00 noon. Fri., 9/11/09 wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww Re: Proposed Amended Site Plan for N & L Properties, LP SCTM#s: 1000-73-2-4 Date of Hearing: Monday, September 14, 2009, 6:00 p.m. U.S. Postal Service,., CERTIFIED MAIL.,., RECEIPT (Domestic Mail Only;No Insurance Coverage Provided) For t7ellvery information visit our website at www.usps.conno L�41 I•• 1 11 1' U.S. Postal ervlc r,. CERTIFIED MAIL,,. (Domestic Mail Only;No Insut nce Covera a Provide For delivery information visit our website at www.us s. - PS Form 3800.August 2006 See Reverse for Instructions - rr 41 PS Form 3800,August 2006 See Reverse for Instructions PS Form 31100.August 2006 PS Form 3800,August 2J06 See Reverse for Instructions - - PS Form 3800.August£00 ' PS Form 3800,August 2006 See Reverse for Instructions - Form 3800.August 7006 , PS Form 3800,August 200 i See Reverse for Instructions ------------ See • r r' Reverse or ns r PS Form 3800,August 2006 See Reverse for Instructions = _- � �_ !" ISI vd;l' 11 PS Form 3800,August 2006 See Reverse for Instructions orm JBIJU, us ee ever o PS Form 3800,August 2006 See Reverse for Instm.-tions orm unstruc Om 3 00 >3O -Um p N . mm xM& on 1 SENDER: COMPLETE THIS SECTION 0 0 a 06 M CL ■ Complete iter9o,2,and 3.Also complete A. Siro v m Mom Item 4 If ReGfflctad Delivery Is desired. ❑. & Z Print r ■ nt your name and address on the reverse _ o ■e 7 ^� a so that we can datum � 7 the card to you. B. Received by( n[ed Name) ■ Attach this card to the back of the mailpiece, � ° m $3 t or on the front if space permits. 0 l- p w P c , D. Is delivery address differemfrom hem 1 1. Article Addressed to: g O In If YES,enter delivery address beksw: ru❑ x O 9 ru O Jopseph Bokina o A . x p 785o Bridge Lane s. Service Type o m Cutchogue, NY 11935 Certified Mail 13 Express Mall r $ g E ❑Registered ❑Return Receipt for Md - - ❑Insured Mall ❑C.O.D. D m In 4. Restricted Delivery!(Exits Fee) ❑y p m $ zy. wr r.. 2. Article Number 3 t. (Fians/er horn service label) 7Q07 0220 0004 5010 3683 ° zOIL PS Form 3811,February 2004 mastic Return Receipt102596 r �' b �. a a � hem 4 h Restricted Delivery Is desired. a Xt p0 ■ Print your name and address on the reverse ❑so that we can return the card to you. B. (panted ams) C. ° °° ° ■ Attach this card to the back of the mailpiece, 1 y p Dab or on the front.if space permits. a >R a m 1. Article Addressed to: D. Is delivery address l m ite n 11 13,A d If YES,enter delivery address below: ❑N $ wf ZT °°< s=-o ' f N m — Walter Krupski ^ CLO. 765oBridge Lane 3. ° COs ya= m &y ` fl1 p N +f M CUtChO ue NY 11 '"ad all Cl Express Mail oq > »m g ra �. g 938 13 Registered ❑Return Receipt for Men (D v m m n<n ❑Insured Mail ❑C.O.D. Z m x° m 4. Restricted Delivery?(Extra Fee) ❑Ye S. 0Er 6 m i� 2. Article Number (transferIromeervke JaW 7007 0220 0004 5010 3782 wU Swom 8 t a PS Form 3811,February 2004 Domestic Return Receipt 102696 " m A. Signature 3 ■ Complete Items 1,2,and 3 Also co plete m ° Item 4 if Restricted Delivery is desi ■ Print your name and address on the reverse 1 so that we can return the card to you. B. Received (printed ante) a I A m ■ Attach this card to the back of the mailpiece, c 00 _ ° K m or on the front if space Permits. rE D. Is delivery address diherent from hem 1? Yes 0 71 1. Article Addressed to: h YES,enter delivery address below: ❑No 5 ? to mm WJK, LLP 0 0 765o Bridge Lane 3. Service Type °❑Exv 3 9 r Certified Mail press Mail e NY 11935 Registered E3Return Receipt for Marc m � I Cutchogu [3 Insured Meal C3C.O.D. F 3 4. Restricted Delivery?(Exits Fes) ❑Yt 3' 2. Article Number 7007 0220 0004 5010 3775 (!tfrom bl) laica PS Formuns 3811,,February 2004 Domestic Return Receipt 1o25s6-_ m' SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTIP:ON DELIVEPY ■ Complete h 1,2,and 3.Also complete A&RPhnted Item 4 if stricted Delivery is desired. Agent ■ Print your naiile and address on the reverse X 0 Addressee so that we can retum the card to you. R Name) C. Date of Delivery ■ Attach this card to the back of the maiipiece, or on the front If space penults. D. Is delivery address different from Rem 1? 0 Yes 1. Article Addressed to: If YES,enter delivery address below: 0 No William R. Howell llo Oxford Road 3. Service Type Rockville Centre NY 11570 service egisterntfirid Mal C3ExpressMall Centre, Registered ❑Return Receipt for Merchandise 0 Insured Mall 0 C.O.D. 4. Restricted Delivery?ffikim Feel 0 yes 2. (ra°'ew°o (Trans/erTromservice lallelJ 7007 0220 0004 5010 3737 Ps Form 3811,February 2004 Domtic Rewrn Receipt 102595-02-M-15401 i ■ Complete Items 1,2,and 3.Also complete A Signa Item 4 if Restricted Delivery Is desired. X 0 Agent 111111 Print your name and address on the reverse 0 Addressee so that we can return the card to you. B. FV&tvadl b 'rated an ) C. Date of Del'v ■ Attach this card to the back of the maiiplece, or on the front if space permits. It , 1. Article Addressed to: D. Is delivery address different from item 1? 0 Yei -U N If YES,enter delivery address below: 0 No m o >0 -0;y O 0 x o � M o W OD � � �D a 15502 m Edward Jaeger 3 0 ;" T 0- CD 3 3 8355 Bridge Lane 3. Service Type 2 = S S 0 Certified Mall 0 Express Mail a ro Cutchogue, NY 11935 0Registered 13 Return Reosiptfor Marc N s r m m'w ❑Insured Mall 0 C.O.D. 0 C m or= a m a 4. Restricted Delivery?(Extra Fee) 0 ye Z CI j_ 2. Article Number < n. H (rnvrsfertromservice law 7007 0220 0004 5010 3614 0 3 o m- o o = R3 t PS Form 3811,February 2004 Domestic Return Recelpt 102595- —i N v m ■ Complete kerns 1,2,and 3.Also complete A Sip re ru hem 4 if Restricted Delivery is desired. ru ■ Print your name and address on the reverse x E3 so that we can return the card to you. B. dve (Printed Name) C. Date f 1 3 0 ? w v m K F ■ Attach this card to the back of the mailpiece, C3 13 or on the front if space permits. Y o �3 8 N z S D. Is del address different from item 1? et N 1. Article Addressed to: If YES,enter delivery address below: q'Nc Ln a R � 61oxy t�17�Y' C3 - Lieb Vineyard, LLC U-1 °° ° m 14990 Oregon Road 3. Service Type L 0 3 Certffied Mall 0 Express Mail PO Box 907 Registered O Return Receipt for Marc e ❑c.o.D. Cutchogue, NY 11935 °Insured Mall f 4. Restricted Delivery?(Extra Feel 0 vt 2. Article Number ° (transfer from service label) 7007 D 20 0004 solo 3621 PS Form 3811,February 2004 Domestic Return Receipt 102596- -------------------------------------- -------------------------------------- SOUTHAMPTON MPO SOUTHAMPTON, New York 119684815 3548330968-0096 09/02/2009 (800)275-8777 11 :31 :28 AM -------------------------------------- Sales Receipt Product Sale Unit Final Description Qty Price Price NEW YORK NY 10024 $0.44 Zone-1 First-Class Letter 0.50 oz. Return Rcpt (Green $2.30 Card) r`or4 if ieA •n nn Zone-1 First-Class Letter 0.50 oz. 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Bill#:1000401285050 Clerk:08 All sales final on stamps and postage Refunds for guaranteed services only Thank you for your business ************************************ ************************************ HELP US SERVE YOU BETTER Go to: http://gx,gallup.com/pos TELL US ABOUT YOUR RECENT POSTAL EXPERIENCE WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, August 31, 2009 4:00 p.m. Site Plan and Subdivision Applications: Project name: Satur Farms SCTM# 1000-101-2-24.5 Location: West side of Alvah's Lane, approximately 1,855.07' south of the ............. intersection of Alvah's Lane and CR 48 in Cutchogue Description: This amended site plan is for the construction of an 8,558 sq. ft. agricultural storage barn with loft and loading dock and to re-locate an existing 450 sq. ft. greenhouse and maintain two existing greenhouses 2,880 sq. ft. each on a 17+-acre parcel in the A-C Zoning District. Status: I Site Plan Review Action: Review site plan, comments & draft resolution. Attachments: Staff Report & Draft Resolution Project name: N & L Properties, LP SCTM#: 1000-73-2-4 Location: North side of Bridge Lane at the intersection of Oregon Road in Cutchogue _. Description: This site plan is for the construction of an 8,635 sq. ft. building for the purposes of a private wine-making facility on a 31.07 acre parcel in the A-C Zoning District. Status: NewSite Plan ....... .. ... ------ ..........._... .. ... Action: Review revised site plans, draft resolution and recommend scheduling the application for the 9/14/09 public hearing. Attachments: Draft Resolution &Applicant's Re-submission Summary Project name: Breeze Hill Farm SCTM#: 1000-74-1-36 Location: 31215 CR 48, 609' west of Henry's Lane, Peconic Description: This proposed site plan is to build additions and make alterations to a two-story farm-house which will total 4,699 sq. ft., and to convert a 1- story frame house to a farm stand which will total 1,093 sq. ft., and to build a new farm crop storage building/barn which will total 1,358 sq. ft., and to build an addition to a masonry building for a farm office which will total 2,674 sq. ft., and to build a horse barn which will total 1,819 sq. ft. Status: Site Plan Review ........... ..... ....... Action: Review request for lighting plan. Attachments: • • MAILING ADDRESS: PLANNING BOARD MEMBERS �pf SOpjP.O. Box 1179 MARTIN H. SIDOR Southold, NY 11971 Chair Ol0 OFFICE LOCATION: WILLIAM J.CREMERS H Town Hall Annex KENNETH L.EDWARDS 54375 State Route 25 GEORGE �I,YCOU'M � , (cor. Ma u h Youngs Ave.) JOSEPH L.TOWNSEND Sod, NY 111, Telephone: 631 765-1838 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Kristy Winser, Sr. Planner Date: August 25, 2009 Re: Revised Site plan submission Application Name: N&L Properties Tax Map Number: 1000-73-2-4 Location: 8850 Bridge Lane, Cutchogue Type of Application: Road Profiles (Dated: ) Grading and Drainage Plans (Dated: ) X Other (Dated: 8/18/09 ) Project Description: This site plan is for the construction of an 8,635 sq. foot building for the purposes of a private wine-making facility on a 31.07 acre parcel in the AC Zoning District. Comments: Thank you for your cooperation. Blank • Page 1 of 2 Winser, Kristy From: Charles Angona [charles@ami-architecture.com] Sent: Monday, August 10, 2009 3:03 PM To: Richter, Jamie; Winser, Kristy Subject: Re: [SPAM] RE: N&L Properties This makes perfect sense, thank you both. -----Original Message ----- From: Richter,Jamie To: Winser. Kristy ; Charles Angona Sent: Monday, August 10, 2009 2:46 PM Subject: [SPAM] RE: N&L Properties Hi All: We would not be looking for a Concrete Driveway Entrance. We would be looking for an asphalt section equal to Town Road Spec. (4" RCA road base / 2-1/2" Asphalt Base / 1-1/2" Asphalt Wearing Course) At a minimum, this would be constructed between the existing edge of pavement and the Property Line. From the Property Line moving in to the site can be the Stone Blend Road Section. However, due to the proposed use by heavy tractor trailers, I did recommend to the Planning Board that they may want to extend this pavement into the site for an additional 50' or 100' to maintain a stable intersection with the Town Road. I hope this makes sense but if it doesn't, let me know and I will try to explain the situation. James A. Richter From: Winser, Kristy Sent: Monday, August 10, 2009 2:14 PM To: 'Charles Angona' Cc: Richter, Jamie Subject: RE: N&L Properties Hi Charles I would recommend for you to contact our Town Engineer Jamie Richter and coordinate this with him. He can be reached at 765-1560. Keep me posted and let me know if you have any other questions. Have a good day. 8/12/2009 Blank • . Page 2 of 2 Kristy Winser Senior Planner Town of Southold Planning Department P.O. Box 1179 53095 Main Road Southold, New York Phone: (631)765-1938 Fax: (631) 765-3136 Kristy Wrnser _town Southold n..us -----Original Message----- From: Charles Angona (mailto:charles@aml-architecture.com] Sent: Monday, August 10, 2009 11:16 AM To: Winser, Kristy Subject: N&L Properties Hi Kristy, I'm looking at diagram 40-1 from the towm code labelled 'Town of Southold Standard Driveway Entrance"which shows a concrete curb cut with a concrete apron. Is this what we are going to be required to build? It seems to me that this would be out of character with the surrounding area. Is there another way to resolve the entrance that would meet the town's requirements? Thanks, Charles Angona A+M+L Architecture 8/12/2009 LJ ���i11 0 �j(s2� 41x1 _ C2-) • MAILING ADDRESS: PLANNING BOARD MEMBERS �pf SOpjP.O. Box 1179 MARTIN H.SIDOR h0� Ql� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS y Town Hall Annex KENNETH L.EDWARDS 54375 State Route 25 GEORGE D.SOLOMON Q� (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND '`CQU Southold, NY Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 14, 2009 Mr. Matthew Martin Cutchogue Fire District 260 New Suffolk Road Cutchogue, NY 11935 Re: Request for review on site plan known as N & L Properties Located on the north side of Bridge Lane, at the intersection of Oregon Road, Cutchogue SCTM#1000-73-2-4 Dear Mr. Martin: The enclosed site plan application, referenced above, 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. Project Description: This site plan is for the construction of an 8,635 sq. foot building for the purposes of a private wine-making facility on a 31.07 acre parcel in the AC Zoning District. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, Kristy Winser Senior Planner Encls.: Site Plan Application Site Plan g1�o��OF SO(/)� lA Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O.Box 1179 Southold,New York 11971-0959 0 fy UNTI BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: Martin Sidor, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: August 28, 2009 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: N & L Winery Location: 8850 Bridge Lane, Cutchogue SCTM# 1000— Section 73- Block 02 — Lot 04 Date: March 20, 2009 Revised Date: August 18, 2009 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE WINERY IS A PERMITTED USE IN THIS A-C DISTRICT AND IS SO CERTIFIED. Is I AUG 2 8 Michael J. Verity Chief Building Inspector MAILING ADDRESS: PLANNING BOARD MEMBERS �pF S0(/jP.O. Box 1179 MARTIN H.SIDOR �0� �/_ Southold, NY 11971 Chair O OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex KENNETH L.EDWARDS 54375 State Route 25 GEORGE D.SOLOMONQ /y, � (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND co Southold, NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 14th day of September, 2009 on the question of the following: 6:00 p.m. Proposed Site Plan for N & L Properties, LP, located at 8850 Bridge Lane, on the north side of Bridge Lane at the intersection of Oregon Road, in Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-73-2-4 Dated: 8/26/09 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Martin H. Sidor Chairman PLEASE PRINT ONCE ON THURSDAY, SEPTEMBER 3, 2009 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times • • Page 1 of 1 Kalin, Carol From: Legals [legals@timesreview.com] Sent: Wednesday, August 26, 2009 4:19 PM To: Kalin, Carol Subject: RE: Legal Ad for September 3, 2009 edition Hi Carol, I have received the legal ad and we are good to go for the 9/3 issue of the Suffolk Times. Thanks and have a great weekend! Candice From: Kalin, Carol [mailto:Carol.Kalin@town.southold.ny.us] Sent: Wednesday, August 26, 2009 2:59 PM To: Legals Subject: Legal Ad for September 3, 2009 edition Please print the following legal ad concerning the 9/14 Public Hearing for N & L Properties in the 9/3/09 edition of the Suffolk Times. Kindly send me confirmation of receipt. Thank you. Carol Kalin, Secretarial Assistant Southold Town Planning Board Southold Town Annex, 54375 NYS Rt. 25 P.O. Box 1179 Southold,NY 11971 Phone: (631)765-1938 Fax: (631)765-3136 Carol.Kalin@town.southold.ny.us 8/27/2009 MAILING ADDRESS: PLANNING BOARD MEMBERS QF so P.O. Box 1179 MARTIN H.SIDOR ��`�' �/_ Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERSTown Hall Annex KENNETH L.EDWARDS @ 54375 State Route 25 GEORGE D.SOLOMON JOSEPH L.TOWNSEND ,`COU'M' � (cor.Main Rd. &Youngs Ave.) 111, Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 14th day of September, 2009 on the question of the following: 6:00 p.m. Proposed Site Plan for N & L Properties, LP, located at 8850 Bridge Lane, on the north side of Bridge Lane at the intersection of Oregon Road, in Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-73-2-4 Dated: 8/26/09 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Martin H. Sidor Chairman STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) CAROL KALIN, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 27th day of August, 2009 she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board Southold Town Hall 53095 Main Road, Southold, New York 9/14/09 Regular Meeting: 6:00 P.M. Public Hearing for the proposed Site Plan for N & L Properties, LP SCTM#1000-73-2-4 ef 64646) P% 124 43 J Carol Kalin Secretary, Southold Town Planning Board Sworn to before me this / it 1 -day of XgASf 2009. Notaryu lic MELANIE DOROSM NOTARY PUBLIC,State of New York No.01004634870 ovalified in Suffolk County D Commission Expires September 30,.._ 0 • MAILING ADDRESS: PLANNING BOARD MEMBERS �pf SOpjP.O. Box 1179 MARTIN H.SIDOR �0� �/_ Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex KENNETH L.EDWARDS 54375 State Route 25 GEORGE D.SOLOMON l JOSEPH L.TOWNSEND ,�' (cor. Main Youngs Ave.)COU�, Southold, d, NY Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 27, 2009 Mr. Kirk Lehman c/o A+M+L Architecture 184 Main Street Southampton, NY 11968 Re: Proposed Site Plan for N & L Properties, LP Located at 8850 Bridge Lane, on the north side of Bridge Lane, at the intersection of Oregon Road, in Cutchogue SCTM#1000-73-2-4 Zoning District: A-C & R-80 Dear Mr. Lehman: The public hearing regarding the site plan for the above-referenced application has been scheduled for Monday, September 14, 2009, at 6:00 p.m. at the Southold Town Hall. Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Annex. Please return the enclosed Affidavit of Postina along with the certified mailing receipts AND the signed -green return receipt cards before 12:00 noon on Friday, September 11th. The sign and the post need to be returned to the Planning Board Office after the public hearing. Please contact this office if you have any questions regarding the above. Very truly yours, Martin H. Sidor Chairman Encls. Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a site plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-73-2-4; 3. That the property which is the subject of this application is located in the A-C and R-80 Zoning Districts; 4. That the application is for the construction of an 8,635 sq. ft. building for the purposes of a private wine-making facility on a 31.07 acre parcel. The property is located at 8850 Bridge Lane, on the north side of Bridge Lane at the intersection of Oregon Road, in Cutchogue; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2"d Fl., Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet by sending an e-mail message to: Carol.Kalin@town.southold.ny.us; 6. That a public hearing will be held on the matter by the Planning Board on Monday. September 14. 2009 at 6:00 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times, published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: N & L Properties, LP Date: 8/27/09 AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on I have sent notices, by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:00 noon, Fri., 9/11/09 Re: Proposed Amended Site Plan for N & L Properties, LP SCTM#s: 1000-73-2-4 Date of Hearing: Monday, September 14. 2009. 6:00 p.m. Town of Southold PC/Codebook for Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested, posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property, nature of relief or approval involved, and date, time and place of hearing. The applicant, petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 N & L PROPERTIES , LP SITE PLAN FOR N & L PROPERTIES , LP a 1000 =73 =2 =4 Site Plan for the construction of an 8,635 sq. ft. building for the purposes of a private wine-making facility on a 31 .07 acre parcel. JVIONDAY - SEPT. 14, 2009 - 6 : 00 P . M . 0-40-9 1-RI- a-w-o 5.11.0 ��1a1<S4 iG MLIa mY1l<t531 -a-o mat-nsst s. S may.J F011 PQ.14 ,�V SFF SEG 16 F{,1 10 �p a0 SEE SEG 1n o]1a1sn� u I A p S v 6 0.9 O u s1A '`•O,2 FOR Fa.wa SON 'F9•� F a sEESEcta - - GH•� 9 � -p 2g Ea-m-o1E I s S u 563MJ SAO' �'J FOP PU..1Q ,,1s sEE:EG ta. .fr. �LLLrj O o)4m-010.1 f�E rm Ki.16 sFE YC In rs-nsou 2I Q O Fm F0..0I0. sEE SEC.AEL 1 I Vg 2 �' Fm Pfi HL .1p. „ cap 00..1¢ SFE SEC.MO. SEE SEG 111 00402-OW.1 OM-m-Wil :.r4rx: SDUTHDLD SECT*N ra ..-_ I o77 a \WIN -7a- � sEF t¢In fON MA-16 . . O-IE-O •TSpAOLi SEE SEL M0. 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Nw.w.wr a `m un ��— sYSlAerew --aa— Aprr smerlw --x—_ W6ss taw np[x•XE, Au PN9E69TAs K en m 101N 0' $ECTK7N NO E A..w,�w�, e..•wA�.r �21> mr 2 � � —_E-- � —_"-- .NE ..TI ]� ECLLIrye6 n6TMTs wXTTXwEc Tm�nN.zuEm COUNTY OF SUFFOLK © E SOUTHOLD R[,j9 E LMIY.In Ir — - Yi Ynin . O W 6M1N"1!x —-•—- ulvm6wn ut —i6T-- xwNT g5TRb111]x a ANT PQIIOI w THE R Property Ta Service y Y W w w5 rLAZ 6 i�V 1 N Xie,9"n ^-�-- sow orW w to.m lw —_� ttlrt X"kN,u. --t-- were AYIM1I w.--e-- TAn ApV3E SIFTOIe tUNIY Tu tuP 5PWI01/ ME XEIEI: 4 o pdn El -� O.yr 121 Atm of l2U Taw —__� MOlnrlw —_r—_ w,nn.Me[T,w—w-- •IIN}II ffflE fEPY55N Of THE ex e...la •rTE1.,TN s N. . A WS ry, 1tmslw 1000 IE¢alaENrr ux smNxE Amer. P PROPERTY MM V a 184 main street Southampton ny 11968 ph:631.287 7230 fx:631.287 7240 17 August 2009 Planning Board Office Town of Southold Town Hall Annex 54375 State Route 25 Southold, NY 11971 Re: Site Plan Review: N&L Properties 885o Bridge Lane Cutchogue, NY SCTM: 1000-73-02-04 Attention: Ms. Kristy M.Winser- Senior Planner Dear Ms.Winser: q Enclosed please find the revised site plans and the additional information that you requested in your letter of August 5,2009 for N &L Properties, SCTM#: 1000-73-2-4. Please see following page with a breakdown of specific items and revisions: Please contact me with any questions or additional information that you require. My contact information is: Kirk Lehman A+M+L Architecture 184 Main Street . Southampton, NY 11968 631-287-7230 phone 631-287 7240 fax kirk@aml-architecture.com We appreciate your time in this matter. I _JSincerely, Kirk Lehman KL/sml Encl. Item#r Revise drainage calculations to included z"rainfall and the gravel areas as part of the overall drainage on site usinga run-off coefficient of o.6. Please see sheets S.1 and 5.2, AML has recalculated the roof storm water volume to be 2 inch instead of the previous submission with 3 inch, we have also calculated the entire gravel driveway area and shown drywells and grates on site plan for same. Item#2: Provide curb cut detail in accordance with Town specifications to be reviewed and approved by the highway superintendent. Please see sheets S.1 and 5.2, AML has added an asphalt apron and approach section as discussed with Mr.James A. Richter.We had provided Mr. Richter with an e-mail copy of the drawings and details, we have received an approval in the from of a response e-mail from Mr. Richter that both he and the Highway Superintendent approve of the detail and specifications. Please see attached e-mail correspondence. Item#3: 5how handicap parking stall meeting ADA requirement as having hardpacked surface. Pleaseseesheet S.1, AML has proposed the addition of pre-cast concrete pavers installed at the handi-cap stall of the parking area. Item#4: Show all access drives to be a minimum of rs feet and min 20 feet unobstructed that can support 80,00- pound vehicle weight for fire apparatus. Please see sheets S.i and 5.2, AML has increased the proposed width of all access driveway to be a min of 15 feet wide with an unobstructed width of 20 feet minimum. On sheet S.2 please see detail of gravel access roads as AML has proposed a gravel sub-base below side shoulders to provide an 80,000 pound vehicle capacity. Item#5: Submit a revised lighting plan that eliminates the last two light fixtures at the end of the driveway/n addition put a note on the plans indicating that lights will be shut-offatgpm. Please see sheets 5.3, AML has removed the 2 light fixtures at the end of the driveway. The nearest light fixture to Bridge Lane is now 324 feet. A note has been added that light fixtures will be shut-off at Spm. Item#6: Showa dumpsterenclosure and detail. Please see sheets S.i and 5.2, AML has added a noted specifying dumpster location with wood enclosure, on sheet S.2 please see detail for dumpster enclosure. Item#7: 5ubmit copies ofyour 5PDE5 and 5C Health Department Permits. Please see attached package with both the SC Health and SPDES permit applications. �pi • • Pagel of 3 Charles Angona From: "Richter, Jamie" <Jamie.Richter@town.southold.ny.us> To: "Charles Angona"<charles@aml-architecture.com> Cc: "Winser, Kristy"<kristy.winser@town.southold.ny.us> Sent: Tuesday, August 18, 2009 10:44 AM Subject: [SPAM] RE: N&L Properties Hi Charles: I have reviewed the proposed curb cut shown in the attached drawing with the Highway Superintendent and he is satisfied with the design. Please note that when the work is being done, my office should be notified so that I can inspect the work. You will need to formally submit this design modification to the Planning Board for there distribution, review& comment. Sincerely; James A. Richter/Jamie From: Charles Angona [mailto:charles@ami-architecture.com] Sent: Tuesday, August 18, 2009 10:26 AM To: Richter, Jamie Subject: N&L Properties Hi Jamie, Have you had a chance to look at the drawings for our driveway entrance on Bridge Lane in Cutchogue? I sent a follow-up to my message last week when i realized i forgot the attachment. Just in case you didn't receive that message, i've attached the drawing again. You can contact me via e-mail or by phone at 287-7230 Thank you very much for your time, Charles -----Original Message ----- From: Richter,Jamie To: Charles Angona Sent: Wednesday, August 12, 2009 3:13 PM Subject:RE: N&L Properties Hi Charles: If you sent any of the details that you want me to look at with this e-mail I did not receive it. 8/18/2009 • MAILING ADDRESS: PLANNING BOARD MEMBERS �pf SOpjP.O. Box 1179 MARTIN H. SIDOR Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS Y� 54375 State Route 25 GEORGE D.SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND yr,�U Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE August 5,2009 TOWN OF SOUTHOLD A+M{-L Architiecture,PLLC Attention Kirk Lehman 184 Main Street Southampton,NY 11968 Re: N&L Properties Site Plan Review- SCTM# 1000-73-2-4 Dear Mr. Lehman: Your site plan submission was reviewed at the August 3,2009 work session and the following revisions are have been requested by the Planning Board. Please revise in accordance with the following comments and resubmit 9 copies directly to the.Planning Department for review. 1. Revise drainage calculations to include a 2" rainfall and the gravel areas as part of overall drainage on site using a run-off coefficient of 0.6. 2. Provide curb cut detail in accordance with Town specifications to be reviewed and approved by the Highway Superintendent. 3. Show handicap-parking stall meeting ADA requirement as having a hard packed surface. 4. Show all access drives to be a min of 15 feet and min 20 feet unobstructed that can support a min of 80,000-pound vehicle weight for fire apparatus. 5. Submit a revised lighting plan that eliminates the last two light fixtures at the end of the driveway. In addition put a note on the plan indicating that lights will be shut-off at 9pm. 6. Show a dumpster enclosure and detail. 7. Submit copies of your SPDES and SC Health Department Permits. If you should have any questions or require additional information, please do not hesitate to contact this office. Sincerely, Kristy Winse'r"' Senior Planner cc: Planning Board • • SPDES Permit Application t 91-19-1 (2185) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION APPLICATION FORM "Drr for a State Pollutant Discharge Elimination System (SPDES) Permit (A SPDES Application When Signed by a Permit Issuing Official Becomes a SPDES Permit) PLEASE PRINT OR TYPE PLI ATION TYPE IF RENEWAL OR MODIFICATION, GIVE PREVIOUS NUMBER 29 New ❑ Renewal ❑Modification NY— OWNER'S NA (Corporate, Partnership, Individual) TYPE OF OWNERSHIP L ❑ Corporate ❑ Individual xPartnership ❑ Public OWNEFtS MAILING DDRESS(Street, City, tate,Zip Co OH\kj VL 324,l a e,Ti1 TE(E,PHORRf 6 2T7a n FACILITY NA AE FACILITY 11CC TY TOWN OR VILLAGE N o Rc1l ff3a,+ t C TY GIVE EXPLICIT DIRECTIONS TO LOCATION l 33�ot la NATURE OF BUSINESSOR FACT ITY r 1� POPULATION SERVED(See Instructions) i C 1 I t� iC FREQUENC OF DISCHARGE All Year? ❑Yes XNo If No,Specify Number of Months-9.),-- 1 All Week? ❑Yes No If No, Specify Number of Days DOES YOUR DISCHARGE CONTAIN OR 15 IT POSSIBLE FOR YOUR DISCHARGE TO CONTAIN ONE OR MORE OF THE FOLLOWING SUBSTANCES ADDED AS A RESULT OF YOUR OPERATIONS,ACTIVITIES OR PROCESSES& Please check: ❑Aluminum ❑Ammonia []Beryllium []Cadmium El Chlorine ❑Chromium ❑Copper ❑Cyanide El Grease El Lead ❑Mercury []Nickel ❑Oil El Phenols ❑Selenium ❑ZincjJone of These DISCHARGE DATA(Use additional forms,if necessary)(See Instructions) OUTFALL NO. Proposed ❑ Replacement I TYPE OF WAS TYPE OFT ATMENT DESIGN F OW Existin 1:1Expansion + Gal/Day SURFACE DISCHARGE If YES, Name of Receiving Waters Classification Waters Index Number 1:1 Yes ❑ No SVIBSURFACE DISCHARGE If YES,Name of Nearest Surface ater Distance SOIL TYPEDepth of WqkrTable Ate'?Yes ❑ No a Ft. a OUTFALL NO. Proposed NT Replacement TYPE OF WASTE TYPE OF TREATMEDESIGN FLOW Existin ElEx Expansion GaVDay SURFACE DISCHARGE If YES, Name of Receiving Waters lassification Waters Index Number 1:1 Yes 1:1 No 5 BSURFACE DISCHARGE If YES,Name of Near t Surface W D��isssta��r�ngceee�x//t1�� SOIL TYPE Depth of Water Table Yes ❑ No 06 6o F[. OUTFALL NO, Proposed LJ Replacement T�YYppPE OF�W{A�STE j TYPE OF TREATMENT h; DESIGN FLOW El1Y IExisting ❑ Expansion WIC Q\esl 't Gal/Day SURFACE DISCHARGE If YES, Name of Receiving Waters lassification Waters Index Number El Yes ❑ No SUBSURFACE DISCHARGE If YES,Nameof Ne rest Surfs e r Distance SOIL TYPE Depth of Water Table Yes 1:1 No Ft. I hereby affirm under penalty of perjury t at information provided on this form and any attached supplemental forms istrue to the best of myknowledge-ami belief. False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. APPL CA T'S SI NATURE(see Instructions) .,,DATE PRINTED NAME TITLE A +` rris+ �-/s Y > y� , LPs ;n! / /e1"R>! PERMIT VALIDATION SECTION--- "' APPLICATION NUM R (Department of Environmental Conservation Use Only) NY— This SPDES permit is issued im'compliance with Title 8 of Article 17 of the Environmental Conservation.Law_of.N.ew York State and in G,gmpjiaDcewlth-the provisionsofthe Federal Water' EFFCTIV DATE EXPIRATION DATE m Pollution Control Act,as aendeif by the Federal Water Pollution Control Act Amendments of 1972, P.L. 92-500, October 18, 1972 (33 U.S.C. §1251 et. seq.)(hereinafter referred to as"the ATTACHMENTS: Act"), and subject to the attached conditions. Signature of Permit Issuing Official �ate CARD JType Typo BIC CODE #Out Dls CARD Region County Major Sub Compact CARD latitude Longitude CARD Lim Ind Est Own Falls Class Basin Basin Area 1 66 68 D 13 74 76 Q 71 2 4 6 78 C 53 58 59 6457 USE OF INFORMATION All information contained in this application will, upon request, be made available to the public for inspection and copying. A separate sheet entitled "Confidential Answers" must be used to set out information which is considered by the applicant to constitute trade secrets. The information must clearly indicate the item number to which it applies. Confidential treatment can be considered only for that information for which a specific written request of confidentiality has been made on the attached sheet. However, in no event will identification of the contents, volume and frequency of a discharge be recognized as confidential or privileged information, except in certain cases involving the national'seC'uritY - POPULATION SERVED For residential subdivisions, apartment or condominium developments or mobile home parks,give total number of lots or dwelling units. For retail or commercial establishments, give total number of employees and/or customers per day.For summer camps, resorts, etc., give total number of residents. r ? DISCHARGE DATA For discharges to surface watefs,"each sephrate outfall pipe shall be assigned an outfall number. Surface water discharges are outfalls to strea 5, lakes, ponds, ditches, oceans, etc. Subsurface disposal systems are discharges to groundwater from such facies as seepage pits, seepage lagoons, tile fields, etc. Design flow is the average gallons per day of wastes that the disposal system is designed to handle. Examples of types of wastes are: sanitary (e.g. toilet, lavatory, showers, etc.), cooling, kitchen wastes (restaurants), laundry wastes (laundromats), filter backwash, etc:,Examples of type of treatment are: septic tank—tile fields(or seepage pits), activated sludge, biodiscs, sand filtratiolf,etc. Name of water should be given for discharges to surface water if water body has a name, or designated as a tributary or subtributary of the nearest downstream named body of water.Class(official classifica- tion) and waters index number are published in the Official Compilation of Codes, Rules and Regulations of the State of New York, Title 6-Conservation, Volumes B, C, D, E, F. The name of and distance to the nearest surface water shall be given for subsurface'disposal systems as well as the soil type (sand, gravel, etc.) and depth to the water table below the ground surface. If this application is for a facility or subdivision which will have a number of similar disposal systems to handle the same type of wastes(for example, a 40 lot residential subdivision which will have an individual septic tank and leach field system on each lot), then the Discharge Data portion of this application should be completed using the following example as a guide. SAMPLE: DISCHARGE DATA(Use additional forms,if necessary)(See Instructions) OUTFALL NO. ® Proposed ❑ Replacement TYPE OF WASTE TYPE OF TREATMENT DESIGN FLOW 1-40 ❑ Existing ❑ Expansion Sanitary _ septic tank & leach field 600 c uD v SURFACE DISCHARGE I If YES, Name of Receiving Waters I Classification I waters Index Number ❑Yes ❑ No SUBSURFACE DISCHARGE If VES,Name of Nearest Surface Water Distance SOIL TYPE Depth of Water Table ®Yes ❑ No I Brown Brook I 500 FL I Sandy loam I 10 feet SIGNATURE ON APPLICATION An application submitted by a corporation must be signed by a principal executive officer of at least the level of vice president or his duly authorized representative, if such representative is responsible for the overall operation of the facility from which the discharge(s)described in the form originate. In the case of a partnership or sole proprietorship, the application must be signed by a general partner or the proprietor, respectively. In the case of a municipal, state, federal or other public facility, the application must be signed by either a principal executive officer, ranking elected official or other duly authorized employee. • • EXISTING SOD FARM • SEE INSET OE• •" - J ... 't i. DOMESTIC WATER WELL '•' /1.� \ PROPOSE.WINE MAKING •„ _'• �• \ _ - f D BUILDING,SEE DETAIL DRAWING .. .„ w • •V� \ �_ •" r I1 ,`dO �n.= x--'A BELOW TrGRAPES b 1$0'SE PTIC SYSTEM RADIS FIELD —N WATER WELLS OR SANITARY SYSTEMS OST EMS 178.050 s¢Fr I WITHIN ISO-BVFFER 20NE 4.09A�, GRAPES ' �• / OPEN FIELD GRAPES '\, •- FIELD-3 f .v FIhD-1 \ '� ••• 333,725s0:Fr '� ' .- f 235.006sQ.FT ••• \ GAA rune wsre •, 7.67 AE .� •- i. _. Oi ' .., 5.38 A< •„ \. .„ BBI STORY ._, — xox•nRwuxx.Re- -. m . .., - -_. -GRAPES _ FIELD 4 -NN f 1. / ... .., KFA W -...MAN .„ 1 41,310050 n c� [r \x _ ..- Ac V BRIDGE...IA7e •� nvnxmxeo "' _ " L „ NDNK UN.__ IDD sD-.T.sxcR[ 4 ND—Ek o.vx.... nwY TaD ro OFISON PI I. :.xT.... o __ SITE PLAN t L E%ISTING SERVICE AREA- NOPROPOSEDCNANGES p O PROPOSED WELL (FOR DOMESTIC WATER-BUILDING ONLY) 4'PVC PIPE WITH STAINLESS STEEL 3 HP ---- PD MP AN D W%-350 STORAGE TANK-220 GALLON CAPACITY. as[av c[uxL %% 00000 - - - - - - - - - - - Y o s .� /*i / PROPOSESAL L- S61O vO vv0 rosE wWASTE SYSTEM AREA _ 1200 GALLON xxm L T SEPTIC TAN r_ PW eumxc 0635./ �exs i - R El] .Ix.STORAGE aF.E[s-631Y b `,1 El DUE LEM , a e ' BY0RND.�L T � TRAP s BY Y u'DEE. -....e x 1J 1 STRAINER X61.0 TI + =° Of/ . ♦�• A vow Lo LA)I g= : o 1200 GALLON ❑ Iry ❑ ;^ L�.SEPTIC TANK qqq[4 [ y; {{R ggg yyy �r ❑ �_+ TEST HOL 1200 GALLON ♦,E L.m LP P 'a Y '' ElS� LOCATION I 1 SEPTIC TANK 3♦ .l' YB PPP 11Y" iP .a.'.i6 El ELEVATION=60.0 .�♦ 1 N`I rµsiw � ` ' 1ti0K1YDEEP � WINERY - N & L PROPERTY -KEY MAP A+ M + L H LF. ' UTFALL- A EllamKlzDERP PROPOSED PROCESS PROPOSED WINERY FOR B&L PROPERTY ARC H I T E C T U R E TEAL _ WASTE SYSTEM PROPOSED SANITARY AREA 8850 BRIDGE LANE CUTCHOGUE, NEW YORK 11935 STUDIO:IB4 MAIN STREET SOUTHAMPTON NY 11968 SYSTEM AREA PH.631.287 7230 E%. 631.287 7240 SITE PLAN-DETAIL S.C.T.M. #1000-73-02-04 WWW.AML-ARCHITECTURE.COM HEALTH DEPT. REF.# C-10-09-0004 p F� PROPOSED WINERY FOR B&L PROPERTY li 410-021-2011 N /720-291-4111W 8850 BRIDGE LANE CUTCHOGUE,NEWYORK 11935 ��(c��_ � S.C.T.M.#1000-73-02-04 L--- HEALTH DEPT.REF.#C-10-09-0004 41'-02'-28'N/72`29'-41-W 0 0 SC Health Department Application Contact at Waste-Water Vanessa Reid- 631 -852-5700 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE, SUITE 2C, YAPHANK,NY 11980 (631) 852-5700 APPLICATION FOR SEWAGE DISPOSAL FACILITIES AND WATER SUPPLY SYSTEMS FOR OTHER THAN SINGLE FAMILY RESIDENCES This application is for (check all that apply): New Construction [ ] Addition to Building [ ] Extension of Existing Permit [ ] Food Establishment Change in Use Revision of Approved Plan Renewal of Expired Permit Other BrieflyI\A Describe the Proposal And Uses of Buildin Q CCk V;aC\ 1 ' SECTION 1 Business or Facility Name Hamlet Town �- L Tra LC —7/Grp &Ji-01CL Property LocatioY `� side of �Ij /CU� Feet t S/ /W of N OR N/S/E/W Comer of and District(s) Section(s) Block(s) Lot(s) Tax Map No.: /1/y�^i �^ C4 Jtn ��'a^, r t�y ,r M Address: 1' lry Name of Design Professional(If Not Applicant) Telephone No. Address: Ilatne t >4 ei t jt ion'7140. 5 l Name of Agent(If Not Applicant) Telephone No. Address: Name of Industrial Park, Subdivision and/or shopping center(if applicable): Previous Health Department Reference No(s). Site is currently: Town Zoning of Occupancy Rating as Total Area of Parcel(Acres): Topography(Flat,Rolling,Steep,etc.): Vacant ❑ Parcel: per Building Code: Improved '+- 0 E FlcoE- Gallons Per Day of Sewage Discharge: Total Parking aces: Number of SStories(in each Building): Total Gross Floor Area of Building(s) Existing Existing Existing 1 Proposed ]e V (including all floors and Mezzanine areas): I�IJ q Basement: Yes No o� Existing 44(3 Proposed ' �./� Proposed_yo__ Mezzanine: YeZ No1:1 Proposed Specify Method of Water Supply: Distance /To Water Main&Name of Nearest Public Water District: [ ]Public Private Well tV A Specify Method of Sewage Disposal: Distance To&Name p �' ggyy It Plant: Subsurface Disposal(conventional) [ ]Public Sewers N/A C E I V E L-/ [ ] Other(explain) W WM-004(Rev.05/06) P ge 1 of 4 Cl lr'P.C13. HFAI.,Tu SFt'tn c SECTION 2 FOR CHANGE IN USE OF AN EXISTING BUILDING ONLY. Site& floor plans will be required for review. Previous Nam_e(g),T e of Business and date last open. Floor Area of Proposed Business Date Building Constructed �lI•VI FOR FOOD ESTABLISHMENTS ONLY. Type of Seats Bar Restaurant Catering Outdoor Number of Seats Permitted in Previous Establishment Number of Seats in Proposed Establishment SECTION 3 FOR HAZARDOUS MATERIAL STORAGE OR DISCHARGE YES NO 1. Is or will wastewater, othern ewa a be 4isc rge into to ro 9 \A1 If yes explain 141P �'�1 �Ci1 \M V OFW 2. Is or will oil be stored for heating purposes? If yes, indicate the number , size of oil tank(s) in gallons &year installed /X\ 3. Does the business (es) require process tanks or petroleum storage tanks such as gasoline, kerosene, diesel, gasohol, motor oil, antifreeze,or waste oil? ` If yes, indicate number aboveground &number underground �( Indicate materials that are being stored 4. Does or will the business (es) have more than 250 gallons of drum storage? If yes, indicate number of drums and amount of gallons 5. Does or will the business (es) have collection sumps, troughs, floor drains, boiler drains, etc.? If yes explain 6. Does or will the business (es) involve any manufacturing processes or use of any chemicals? If yes explain If the answer to any of the above questions in section 3 is yes, then permit(s) for hazardous material storage or discharge may be necessary in accordance with Article 7 and 12 of the Suffolk County Sanitary Code and a separate report may be required. Contact the Office of Pollution Control (516) 854-2501. SECTION 4 OTHER PERMITS REQUIRED YES N O 1. Are any of the following permits required? a. Wild Scenic and Recreation Rivers Permit- NYSDEC b. Long Island Well/Water Supply Permit-NYSDEC c. Tidal Wetlands Permit >C d. Fresh Water Wetlands Permit e. SPDES-D Permit, sanitary waste only- SCDHS/NYSDEC f. SPDES Permit-Industrial Waste- SCDHS/NYSDEC g. Toxic and Hazardous Materials Storage/Handling, Article 12, S DHS - W WM-004(Rev. 05/06) APR 2 8 2009 Page 2 o 4 SECTION 5 ENVIRONMENTAL QUALITY AND HEALTH REVIEW YES NO 1. Has a determination been made by any other permitting agency that this project is a Type I action pursuant to SE RA? 2. Has a determination of Environmental Significance (Negative or Positive Declaration) been issued by any other permitting agency for this project? If yes,provide copy of determination and/or details. 3. Is the property located within or substantially contiguous to a locally or county designated Critical Environmental Area (CEA) pursuant to Article 8 of the Environmental Conservation Law (ECL) and 6 NYCRR? The potential impact of any Type I or Unlisted action on the environmental characteristics of the CEA is a relevant area of environmental concern and must be evaluated in the determination of significance prepared pursuant to Section 617.7 of SE R. 4. Is the property located within the area designated Central Pine Barrens Core Preservation Area pursuant to Article 57 of the ECL? 5. Is the project located in an area designated as "Parkland" or"Agricultural Land"? If yes, show area on plans and/or explain: 6. Is any portion of the subject property in a "Coastal Erosion Hazard Area" (pursuant to 6NYCRR Part 505) or subject to imminent erosion or flooding? Alternatively, could the project have the potential to cause erosion, drainage or flooding problems x on adjacent or neighboring properties? 7. Will the completed project have an adverse effect on existing air quality, or routinely produce odors, vibrations or operating noise which exceeds the local ambient noise levels? If yes, explain: 8. Will there be an adverse effect to existing traffic patterns? If yes, explain: 9. Has the property ever been used for the disposal or burial of solid waste or hazardous waste? If yes, show area on plans and/or explain: 10. Are there any existing environmental factors which may affect the public health and safety of the completed project's occupants (for example, neighboring landfills, �( petroleum spills, toxic materials noise sources odors etc.)? / \ 11. Will the proposed action affect any water sources, surface or groundwater quality or quantity? Ex. Will action require: A discharge permit Water supply from wells with greater than 45 gpm capacity Water use in excess of 20,000 gpd Storage of> 1,100 gallons of petroleum or chemical products New or expansion of existing waste treatment and/or storage facilities 12. Does the property contain any species of plant or animal life listed as rare, / threatened, or endangered by New York State, the New York State Natural Heritage X Program? 13. Will the project substantially affect any non-threatened or non-endangered species? NK If yes, explain: 14. Is the property substantially contiguous to, or does it contain, a building, site or district listed on the National or New York State Registers of Historic Places? 15. Could the project affect the community or neighborhood character or adversely affect any aesthetic, agricultural, archaeological, or other natural or cultural resources? If yes, explain: 16. Have any unique or unusual landforms been identified ons e? If yes, explain: W WM-004(Rev. 05/06) APR 2 Z909 Page 3 of 4 r!TF. rr). WAW Tu cu:cm a,tzc� [17E. l)oes the property contain scenic views known to be important to the community?f es, ex lain: s the subject property within 100' of any surface water(s) or regulated wetland(s)?f es, show on lans.9. Is the parcel subject to existing covenants or restrictions? If yes, explain: 20. Does the project require a change in zoning or a zoning variance? If yes, explain: 21. Is there a public water wellfield within 1,500 feet of property boundaries? '< If yes, show on plans. 22. Could the project result in any adverse effects associated with the production, storage, processing or disposal of solid wastes? If yes, explain: 23. Will the property be mined? If yes,how much: 24. Will there be a significant adverse impact to the community's source of fuel or energy supply? If yes, explain: 25. Will there be a significant adverse impact to the quality or quantity of existing or future open space? If yes, explain: If the answer to any of the questions in Section 5 is"YES"please explain below: APPLICATION IS IT IN E 71-TH THIS N, SURVEY(S) AND PLAN S) SUBMITTED.EBY �I CEERTIFY THAT ADE FOR A THE INFORMATION THE ON ALL THE PAGES OF THIS APPLICATION AND ALL HE ATTACHMENTS HAVE BEEN REVIEWED BY ME AND THAT, BASED ON MY INQUIRIES, SITE INVESTIGATION(S) TE AND COMPLETE. I UNDERSTAND THAT FALISE) INFORMATION STATEMENTS MADE HEREI ARE PUUNISHABLE AS A CLASS A MISDEMEANOR PURSUANT TO SECTION 210.45 OF THE PENAL LAW. P.,1 of C W/",5 Property Owner's Signature 14 R-- Print Name Applicant's Signature Date Print Name Design Professional's Signature Print Name \4- t rvtC�v1 License# �, .. Date 7 7 Page 4 of 4 W WM-004(Rev.05/06) PROJECT I.D.NUMBER SEQR CI o' o R—OvV`f SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I-PROJECT INFORMATION 1. 2. PROJECT M_JA(T�ION 1PPLI�NRCI 1 L,J�i r E �fMM1I �. N L Ym\-Y, ieS L Ki 3. PROJECT LOCATION: Municipality County Suffolk 4. PRECISE LOCATION(SCTM,and Str t address or road intersections,prominent landmarks,etc.) Sze 3ricl�e [�X UQ , l lq ioco -_73-3- 5. IS PROPOSED ACTION: ,ZNew ❑ Expansion ❑ Modifcation/alteration 6. DESCRIBE PROJECT BRIEFLY: ,V;�� VVI I 7. AMOUNT OF LAND AFFECTED: V V / Initially I 'SyFFacres Ultimately �0 acres 8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? /Yes ❑ No If No,describe briefly 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? Residential ❑ Industrial ❑ Commercial Xgriculture ❑ Park/Forest/Open space ❑ Other Describe: 10, DOES ACTION INVOLVE A PERMIT APPROVAL,OR FUNDING,NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL,STATE OR LOCAL)? 5 ❑ Yes If Yes,list agency(s)name and permit/approval 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL ❑ YesDQ No If Yes,list agency name and permitlapproval 12. ASA RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? ❑ Yes fdo I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF Y NOWL GE A ph nt/Sponsor Name Signature p _ ---- 7-17 ��I Rev. 05/16/06 APR 2 9 2009 Page 1 SUFF.CO. HEALTH SERVICES Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 CERTIFICATE OF PARTY CLAIMING EXEMPTION FROM NEW YORK STATE EDUCATION LAW, SECTION 7210 Whereas Resolution No. 373-2002 of the Suffolk County Legislature requires that: "RESOLVED, that any engineering entity, including land surveying entities, submitting plans, reports, specifications, analyses, permit applications or other engineering or land surveying work to any County Agency, Office, Division, or Department, shall have a copy of its Certificate of Authorization, issued pursuant to Section 7210 of the NEW YORK EDUCATION LAW, on file with the Agency, Office, Division, or Department for which the work is being submitted orperformed;" 11 K-Ix —1 <Z- L"✓1tr.,�tcertify that I/this firm have/has submitted plans, reports, specifications, analyses, permit applications or other engineering or land surveying work to the Suffolk County Department of Health Services, Office of Wastewater Management for the following application: Name of Application: NAL Pr©,PGG �� s — � ra +L rmss . L •L-(—� Health Department Reference Number: c— /d ^ O9 — 00 Oq Tax Map Number: District /000 Section� _ Block(s) O + Lot(s) Location/Address: y-I'Ao Lc�n � w 7 G Cnu+hoid lv'EW Yo rl-- , I/this firm have/has NOT submitted a Certificate of Authorization issued pursuant to Section 7210 of the Education Law inasmuch as I/this firm am/is exempt from doing so because: ❑ I am a licensed professional engineer in contract individually with the applicant; or ❑ I am a licensed land surveyor in contract individually with the applicant; or ❑ I am a member of a licensed architectural firm in contract with the applicant and the application for engineering work submitted is incidental to the overall architectural services which this firm is performing for the applicant; or I am a licensed architect in contract individually with the applicant and the application for engineering work submitted is incidental to the overall architectural services being performed for the applicant;or ❑ I am an exempt surveyor pursuant to the provisions of section 7208 of the Education Law, in contract individually with the applicant and am submitting engine g work of a minor nature. •D Apo, Signature Date 7 — ( � C•tgji,, �!� � ftp Print Name LehmanSEAL W WM-083(08/29/05) �p 'ft772 • 0 MAILING ADDRESS: PLANNING BOARD MEMBERS pF SO(/jP.O. Box 1179 MARTIN H.SIDOR ��`�` �j_ Southold, NY 11971 Chair O OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS 54375 State Route 25 GEORGE D.SOLOMON '.2� �� (cor.Main St e Youngs Ave.) JOSEPH L.TOWNSEND ly�'nM Southold, NY un11 Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE August 5,2009 TOWN OF SOUTHOLD A+M+L Architiecture,PLLC Attention Kirk Lehman 184 Main Street Southampton,NY 11968 Re: N&L Properties Site Plan Review-SCTM# 1000-73-2-4 Dear Mr.Lehman: Your site plan submission was reviewed at the August 3,2009 work session and the following revisions are have been requested by the Planning Board. Please revise in accordance with the following comments and resubmit 9 copies directly to the Planning Department for review. 1. Revise drainage calculations to include a 2"rainfall and the gravel areas as part of overall drainage on site using a run-off coefficient of 0.6. 2. Provide curb cut detail in accordance with Town specifications to be reviewed and approved by the Highway Superintendent. 3. Show handicap-parking stall meeting ADA requirement as having a hard packed surface. 4. Show all access drives to be a min of 15 feet and min 20 feet unobstructed that can support a min of 80,000-pound vehicle weight for fire apparatus. 5. Submit a revised lighting plan that eliminates the last two light fixtures at the end of the driveway. In addition put a note on the plan indicating that lights will be shut-off at 9pm. 6. Show a dumpster enclosure and detail. 7. Submit copies of your SPDES and SC Health Department Permits. If you should have any questions or require additional information,please do not hesitate to contact this office. Sincerely, Kristy Winse Senior Planner cc: Planning Board WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, August 3, 2009 4:00 p.m. Applications: Site Plans Project name: 13235 Main Road (Goggins) SCTM#: 1000-140-3-37 .... ..... _._ Location 379' e/o Love Lane known as 13235 Main Road, in Mattituck Description: This site plan is for the proposed modification of an existing 4,569 sq. ft. two-story building where the first floor has two (2) offices and one (1) apartment and the second floor has two (2) apartments and storage which includes 12 parking spaces provided on .27 acres in the Hamlet Business Zone. Status: Approved, Pending Final Inspection Action: Review Final Inspection letter. Attachments: Draft Final Inspection Letter Project name: N & L Properties SCTM#: i 1000-73-2-4 Location: Located on the north side of Bridge Lane at the intersection of Oregon Road, in Cutchogue. Description: This site plan is for the construction of a 8,635 sq. ft. building for the purposes of a private wine-making facility on a 31.07 acre parcel in the AC Zoning District. Status: New Site Plan Action: Review comments. Attachments: Staff Report .... Project name: Joint Industry Bd. (Santorini) SCTM# 1000-83-2-17.3 Location: Located on the east side of Duck Pond Road, approximately 450 feet east from Depot Lane, Cutchogue. Description: This site plan is for the proposed construction of an 18,000 sq. ft. meeting/conference facility and interior alterations of an existing motel, restaurant, pool and pool house on a conforming 12.3 acre site partially located in the Resort Residential and Agricultural Conservation Zoning Districts. Status: New site Plan Action: Review ZBA Recommendations Attachments: Draft Memo to the ZBA Town of Southold Planning Department Staff Report Project: N&L Properties Preparer: Kristy Winser, Senior Planner Date: July 30, 2009 I. Site Plan Information Site Plan Name: N & L Site plan SCTMN#: 1000-73-2-4 Street Location: 8850 Bridge Lane Hamlet: Cutchogue Type of Site Plan: Commercial Property Owner: N&L Properties, LP Applicant: Kirk Lehman Agent: Kirk Lehman Site Plan Prepared By: A+M+L Architects Date of Map: 3/4/09 Submission to Planning Board: 4/14/09 1I. Description of Site Plan Project Proposed Construction Type: New construction Proposed use: Wine production/non- public Zoning Determination: Notice of disapproval dated 4/8/09 states that the proposed is a permitted use and that site plan is required. III. Site Analysis: Zoning District: AC & R-80 Property size: 31.50 acre parcel SEQR Classification: Agricultural Use—Type II action no further review. IV: Time line: Submission to PB: 4/14/09 Date of complete application: 4/30/09 Date of W.S. 5/11/09 Date Site Plan was submitted: 5/11/09 with revisions Date referred out: 5/13/09 Submission of revised plans: 6/25/09 Scheduled for W.S.: 8/3/09 Staff Report—N & L Properties Page Two August 3, 2009 V: Permits and/or Review Required From Other Agencies • Drainage review from Office of the Town Engineer 1. Drainage calculations are provided for 3" containment. Southold Town Storm-water management requires containment of a 2"rainfall. 2. The Gravel and road parking areas will need to be added to the overall drainage design as they are still required to contain 60%of storm water run-off generated by there surface area. 3. The curb cut from bridge lane to access the site will need to be paved to meet min' highway specifications for an asphalt road. 4. It is recommended that the applicant provide information regarding the max number of tractor-trailer trips per day/week and anticipated weights to be reviewed by the Highway Superintendent for potential impacts to Bridge lane. • Cutchogue Fire District Will have their comments,by Monday • ARC The committee had no further comment from what was being proposed. • LWRP review for consistency Attached, the project is consistent with the LWRP. • Building Inspector Certification Building Department held on meeting on 5.8.09. The application is a permitted use and no there were no issues of concern. • Water Authority There was an inquiry for the availability of public water by the applicant where it was found that the applicant would have to petition the Town Board for an extension. However, as per the applicant's representative they are now proposing water well. • SCPC Local Jurisdiction • Health Department The applicants have submitted to the HD, and their permit is pending. Staff Report—N & L Properties Page Two August 3, 2009 V: Staff Recommendations - The Planning Department recommends for the Planning Board to accept the following comments and consider the following: 1. Accept the Town Engineer comment 1 —4 and consider the following to be submitted by the applicant: a. Submit a SPDES permit. b. Revise drainage calc's to include a 2"rainfall. c. Include the gravel areas as part of overall drainage on site using a run-off coefficient of 0.6. d. Provide curb cut detail in accordance with Town specifications to be reviewed and approved by the Highway Superintendent. e. Show handicap-parking stall meeting ADA requirement as having a hard packed surface. f. Submit information on trips per day for tractor trailers to be reviewed by the Highway Superintendent. 2. Accept the ARC comment and recommend for the Planning Board to Accept the proposed elevations. 3. Accept the LWRP comments and recommendations. Recommend for the applicant to revise the lighting plan to meet the LWRP recommendations. 4. A separate landscape plan has not been provided. This is an Agricultural use and there are rows of grape vines on the front(east) and side (south) elevations. The is also grass proposed around the entire building. However,keeping in mind that the surrounding land uses are agriculture,the back(west) and side (north) elevations may need some screening to limit the visual impact being that this building is approx. 31 foot high building and the land area is relatively flat. 5. Although the application has shown the dumpster location,it is recommended that the applicant provide a dumpster enclosure to limit pollution and debris on site. 6. It is recommended that the proposed service driveway be the same width throughout the site to promote safe site circulation. • Page 1 of 1 Winser, Kristy From: bobfisher@optonline.net Sent: Thursday, July 30, 2009 3:34 PM To: Winser, Kristy Subject: N & L Properties Kristy The only comments I have about the site plan are: 1. The road to the building needs to be a minimum of 20 feet wide. 2. The road needs to be able to support a minimum of 80,000 pounds vehicle weight. 3. If an electric fire well can be worked into the equation it would help as there is no public water and the nearest electric well is over 800 feet away. The second nearest well is over 3000 feet distant. If you need anything more please contact me. Firematically Bob Fisher Chairman Board of Fire Commissioners r, Na:' '. 7/31/2009 SCOTT A. RUSSELL fol";Z,'�% JAMES A. RICHTER, R.A. SUPERVISOR ^ ENGINEER TOWN HALL - 53095 MAIN ROAD 0q TOWN OF SOUTHOLD,NEW YORK 11971 w ... Fax. (631)-765-9015 p ,Y Tel.(631)-765-1560 ��4� lAM]E.RICHTER@TOWN.SOUTHOLD.NY.US 7 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Martin H. Sidor July 24, 2009 Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: N & L Properties Site Plan Bridge Lane, Cutchogue, NY SCTM #: 1000-73-02-04 Dear Mr. Sidor. As per a request from your office, I have reviewed the site plan for the above referenced project. This site plan has been prepared by the office of A+M+L Architecture and has been surveyed by the office of Nathan TaftCorwin, III,and has been dated 5/11/09. Please consider the following: 1. Please note that the proposed disturbance resulting from construction activities and grading of this site will be greater than one (1) acre in area. This project will require coverage from NYS Department of Environmental Protection(DEC)under the Phase II State Pollutant Discharge Elimination System (SPDES) Program. The Developer must obtain coverage under the General Permit for Storm-water Runoff from Construction Activity(GP- 02-01). 2. Drainage calculations have been provided and will need to be modified. The Gravel road and parking areas will need to be added to the design. While gravel road surfaces are somewhat pervious, they are still required to contain 60% of storm water run-off generated by there surface area. Therefore, calculations should be amended to include these gravel areas using a runoff coefficient of 0.6. Please note that calculations provided on this site plan utilized a rainfall intensity of 3" while the Town Code Section 236 for Storm-water Management requires containment of a 2" rainfall. 3. The access point for the proposed gravel road will need to be upgraded. The curb cut to Bridge lane will need to be paved to meet the minimum highway specification for an asphalt road. This would include but may not be limited to a 4" Stone Blend base course, a 2-1/2" asphalt binder course and a 1-1/2"asphalt wearing surface. This pavement section must be saw-cut into the edge of pavement at Bridge Lane and extend to the property line. All work in this shoulder area is subject to the approval of the Highway Superintendent. Page 1 of 2 K Martin H. Sidor, Chairman - Planning Board July 24, 2009 Re: N & L Properties Site Plan SCTM #: 1000-73-02-04 Page 2 of 2 4. Tractor Trailers have been indicated on the plan. What is the proposed frequency for these types of vehicles? The number of trips per day/week and the anticipated weights of these vehicles would be needed to review the potential impacts to Bridge Lane. The Highway Superintendent may reserve the right to ask for additional improvements to the Town Road based on this type of information. 5. A landscaping plan has not been provided. The Proposed Landscaping should be reviewed and approved by the Planning Board. 6. The site plan indicates one handicap parking space. This area should be paved with asphalt or other solid surface to meet the minimum requirements of ADA regulations. 7. The proposed lighting for this site appears to be minimal and dark skies compliant. This item should be reviewed and approved by the Planning Board. If you have any questions regarding this review, please contact my office. rely, ames A. Rich er, R.A. cc: Peter Harris (Superintendent of Highways) OFFICE LOCATION: ��OF $0(/jy0 MAILING ADDRESS: Town Hall Annex �� l0 P.O. Box 1179 54375 State Route 25 # * Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) N Southold, NY 11971Telephone: 631 765-1938 o�yCOUN Fax: 631765-3136 NV LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Martin Sidor, Chair Town of Southold Planning Board From: Mark Terry, Principal Planner - LWRP Coordinator ^; i Date: July 17, 2009 Re: Proposed Site Plan for N& L Properties SCTM #1000-73-2-4 Zone: AC This site plan is for the construction of a 8,635 sq. foot building for the purposes of a private wine-making facility on a 31.07 acre parcel in the AC Zoning District. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, the proposed action is CONSISTENT with the LWRP, provided that the below recommendations are required in the site plan approval. 3.1 Enhance visual quality and protect scenic resources throughout the Town of Southold K. Protect visual quality associated with agricultural land, open space and natural resources. 3. Avoid structures or activities which introduce visual interruptions to natural landscapes including: a. introduction of intrusive artificial light sources It is recommended that the Board consider eliminating the lighting proposed along the entrance driveway (LT-1 fixtures) to reduce the introduction of artificial light sources and preserve the night sky. E. Preserve existing vegetation and establish new indigenous vegetation to enhance scenic quality: To further the above policy and Policy 5, 'Protect and improve water quality and supply in the Town of Southold" and protect and improve the water quality and supply in the area; the following best management practices are recommended: Require that all landscaped areas use indigenous drought tolerant vegetation in landscaping to minimize irrigation and the use of synthetic fertilizers and herbicides. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Kristy Winsor, Senior Planner Blank Page 1 of 1 Winser, Kristy From: Charles Angona [chanes@aml-architecture.com] Sent: Friday, June 19, 2009 2:47 PM To: Winser, Kristy Cc: Kirk Lehman Subject: N&L Properties Winery Hi Kristy, Thank you for taking the time to meet with us yesterday, it was great to hear positive feedback from the Architectural Review Committee. In response to your letter dated May 13, following the May 11 work session,we have addressed the following recommendations from the Planning Board and are planning to resubmit to the Planning Department next week. Item 5a:We've obtained records from the Assessors office and added the requested information to the site plan(S- 1) Item 5b: We've shown buildings and driveways/curb cuts within 200'of the property lines on Bridge Ln. Item 5c: We will be using water from a new well. The location and materials to be used for the well, along with calculations, are shown on the site plan (S-1) Item 5e: Utilities to be placed outside the building envelope are shown on plan and elevation drawings and the method of screening is noted. It should be noted that the building is non-public and located approximately 400'off Bridge Lane with approx. 300'of crop between the building and the road. Item 5f: he nearest hydrant is now labelled on the site plan(it is at the corner of Bridge Lane and Oregon Road). We are a suming the main access drive will be suitable for emergency access. em 5g: A location for a dumpster is called out on the site plan. Item 5h: We've mapped the site lights onto a gridded site plan using the IES profiles from the manufacturer. The manufacturer and specs will be included in a matrix adjacent to the diagram. It should be noted that this building will be operated mostly during the day so we forsee minimal use of the site lighting. Also, we will be using 'full cut- off compact flourescent fixtures wherever possible. %tem 5i&j: All parking is dimensioned on site plan and ADA spaces labelled accordingly. Item 5k: A truck template has been shown on site and at the Bridge lane entry. tem 51: All standard notes have been added to the site plan. Item 5m: SCHD permit is pending and will be submitted to the Planning Department as soon as it is recieved. Thank you and enjoy your weekend. Regards, Charlie Angona A+M+L Architecture 6/19/2009 Town of Southold Architectural Review Committee Minutes 4:00p.m.,June 18,2009 Town Hall Annex Executive Board Room Members Present: Sandford Hanauer, Chairman; Herbert Ernest; Joseph Lee; Ronald McGreevy; Howard Meinkc; Nicholas Planamento; Mark Schwartz; Kristy Winser, Planner; Elizabeth Cantrell, Secretary. The minutes for the February 12, 2009 meeting were approved. Introduction• All applicants will give a presentation consisting of drawings, exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes, and be made part of the Planning file for that application. The Planning Board will consider these recommendations, together with all comments from other agencies, and provide the applicant with a comprehensive written list of its requested revisions. New Applications: • N&L Properties, LP SCTM#1000-73-2-4 Kirk Lehman, Architect and Charles Angona, Architect from AML Architecture presented this project to the committee. The Committee recommends this project is acceptable as submitted. Motion made and seconded. All in favor. • Seven-Eleven,Mattituck SCTM # 1000-142-1-27 Patricia C. Moore, Esq., Don Cannetti, Construction Consultant and Joey Carmine, Construction Consultant presented this project to the committee. The Committee is recommending the following modifications to the current project plan: o The street sign should be a monument style sign with no internal lighting and with the suggested use of a Dark Sky compliant simple goose-neck style light fixture on the sign. o The street sign is not to exceed more than 6' in height. o The use of a stone fagade matching the building at the base of the street sign. o The use of a natural split-shake shingle on all of the gables on the building, as suggested by Mr. Cannetti, Construction Consultant. o The use of Dark Sky compliant simple goose-neck style parking lot lighting fixtures without scrolling along the neck. o The use of 10" square columns along the front of the building with a stone pedestal at the base of each column to complement the stone on the building. o Thicken the front arches between each column to complement the wider columns. o Change the colors of the building to the Nantucket Stacked Stone option with a complementing light gray-toned hearty plank above the stone. Motion made and seconded. All in favor. A motion was made to close the meeting at 5:40p.m. All in favor. Elizabeth Cantrell, Secretary Sv 6F 4o czt&� MAILING ADDRESS: PLANNING BOARD MEMBERS of so P.O.Box 1179 MARTIN H.SIDOR �0� yO� Southold,NY 11971 Chao OFFICE LOCATION: WILLIAM J.CREMERS H Town Hall Annex KENGE D.SOLOMON NET ARS .i� 54375 State Route 25 (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND �� Southold,NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 14, 2009 Mr. Matthew Martin Cutchogue Fire District 260 New Suffolk Road Cutchogue, NY 11935 Re: Request for review on site plan known as N & L Properties Located on the north side of Bridge Lane, at the intersection of Oregon Road, Cutchogue SCTM#1000-73-2-4 Dear Mr. Martin: The enclosed site plan application, referenced above, 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. Project Description: This site plan is for the construction of an 8,635 sq. foot building for the purposes of a private wine-making facility on a 31.07 acre parcel in the AC Zoning District. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, i Kristy Wle, Senior Planner Encls.: Site Plan Application Site Plan SUFFOLK COUNTY WATER AUTHORITY Timothy J. Hopkins Administrative Offices: 4060 Sunrise Highway, Oakdale, New York 11769-0901 General Counsel (631) 563-0236 Fax (631) 563-0370 June 29,2009 Mr. Martin Sidor Chairperson Planning Board Office Town of Southold P.O. Box 1179 Southold,NY 11971 Re: Site Plan-N& L Properties, Bridge Lane, Cutchogue SCTM# 1000-73-2-4 Dear Mr. Sidor: Your notification for SEQR Coordination was received and reviewed by our agency. Please be advised that the Suffolk County Water Authority,has no objection to the Town of Southold's Planning Board assuming Lead Agency status for the project captioned above. It is important to note that SCWA received an inquiry made by AML Architecture as to public water availability to the subject site. SCWA informed the applicant that the adopted water supply map does not show public water mains proposed for this area. Therefore, before SCWA can serve the proposed site, the Town Board must approve the provision of public water to serve the project. The impacts of supplying public water to the project, if contemplated, should be analyzed as part of the SEQRA review for this project. If you have any questions or wish to discuss this matter further, I may be reached at 631-563-0219-'---A; Veryt lyyours, IV " ,1�w V Ste n ones 20p9 C of E e tive Officer SMJ:kk , fr Y�. y •� l y vK r NEWSERVICE • .15:32:32 06-23-2009 1!2 May 12, 2009 A+ M + L Architecture 184 Main Street Southampton NY 11968 Attention: Kirk Lehman Re: Water Availability—8850 Bridge Lane, Cutchogue SCTM# 1000-73-2-4 File # 11-06-405-R Dear Mr. Lehman, The Water Authority has received your inquiry on the availability of public water for the above referenced parcel. The Water Authority is carefully managing the available water resources on the North Fork in a manner that is consistent with a groundwater management plan and water service area map endorsed by It and the Town of Southold; endorsed by the Suffolk County Department of Health Services. The plan and map recognize the limited capacity of the system on the North Fork and the tenuous nature of the groundwater resources of this area. The map and plan balance the ability to develop water resources without damaging the underlying aquifer with the efficient distribution of public water. Pursuant to the plan and map, water mains are not scheduled for installation in front of the above reference parcel at this time and public water may not be provided at this time. If you have any questions or concerns, please feel free to contact me at (631) 563-5610 Monday thru Friday 8:00am—5:00pm. Sincerely, Steve Romano Manager New Service SR:lap 16312181145 NEW SERVICE . Y/ -� 15:32:39 06-23-2009 2!2 d3 320 -C )-nv /0 R A+M+L 184 main sweet swIhamplonnyn968 ph:631.2877230 fa:631.2877240 6 May 2oo9 Suffolk County Water Authority PO Box 38 Oakdale,NY 11769 Att: Mr.Steve Romano Re:Request for"Letter of Availability: 885o Bridge Lane Cutchogue, NY SCTM: 3000-73-02-04 Dear Mr.Romano I would like to request a"Letter of Availability"for public water for the above referenced property which is located at 885o Bridge Lane,Cutchogue,NY. SCTM*::1000 oo22-o4 jhe Suffolk County Department of Health Services, Department of Wastewater Management has reques— ted-tTa—t this letter be supplied. It should include the distance from the current public water and also the cost to bring the water to the location of the proposed building. I have enclosed a survey of the property and also a site plan indicating the location of the building that will require the water. Please mail the letter to me at the below address. Kirk Lehman A+M+L Architecture 184 Main Street Southampton,NY 11968 631-287-7230 phone 631-287.7240 fax Thank you for your time in this matter and please feel free to contact me with any questions or comments. Sincerely, Kirk Lehman KLlsmi C� wl`B Encl. CE y* et 184 main street southampton ny 11968 ph:631.2877x30 fx:631.2877240 June 24,2009 Planning Department Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Att: Planning Department RE: Resubmission of revised Site Plan- N&L Properties, LP located at 885o Bridge Lane, Cutchogue, NY. Dear Sir or Madam: Enclosed please find the most recent site plan, updated in accordance with comments received on May 13,2009 from the Planning Board. Sincerely, 5 Kirk Lehman Enclosures J U N 2 5 2009 LI . KL/sml Nbt � J S�L 4 wem"nf�lUYdm�w�......un.....a.:�+NYI W rYyW Z7,) b� u-n/v A-tt�5 , • MAILING ADDRESS: PLANNING BOARD MEMBERS OF soojy P.O. Box 1179 MARTIN H.SIDOR ��� �� Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex KENNETH L.EDWARDS app 54375 State Route 25 GEORGE D.SOLOMONO (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND I�com,� Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 22, 2009 Ms. Kimberly Kennedy Suffolk County Water Authority 4060 Sunrise Highway Oakdale, NY 11769 Re: Proposed Site Plan for N & L Properties Located at 8850 Bridge Lane, Cutchogue SCTM#1000-73-2-4 Zoning Districts: A-C, R-80 Dear Ms. Kennedy: As per your request, enclosed is the long EAF for the above referenced site plan. Let me know if you have further questions or need additional information for your review. Have a good day. Sincerely, Kristy Wi Senior Planner Encl. • • P6 SUFFOLK COUNTY WATER AUTHORITY Timothy J. Hopkins Administrative Offices: 4060 Sunrise Highway, Oakdale, N _. 69-0901 General Counsel �;,,,,.,.�"�(631) 563-0236 Fax (631) 563-0370 June 12, 2009 Kristy Winser � Department of Planning Town of Southold P.O. Box 1179 Southold,NY 11971 Re: Proposed Site Plan for N&L Properties, SCTM# 1000-73-2-4 Dear Ms. Winser: Your notification for SEQR Coordination was received and reviewed by our agency. Please be advised that our agency, the Suffolk County Water Authority,has no objection to the Town of Southold's Planning Board assuming Lead Agency status for the project captioned above. It is my understanding that the applicant will be submitting a long EAF form for review. SCWA wishes to reserve the right to comment until such time the EAF is completed and circulated for comment. Kindly forward all future, EAF's, DEIS's and FEIS's on this project to my attention at 4060 Sunrise Highway, Oakdale, NY 11769. Thank you. Very truly yours, !t berly Ke e � Assistant to General Counsel l . Av bf w/o ebb MAILING ADDRESS: PLANNING BOARD MEMBERSrg S0UTy0 Southold,P.O. Box 1179 11971 MARTIN H.SIDOR �0 l� Chair y_ +� OFFICE LOCATION: WILLIAM J.CREMERS H Town Hall Annex KENNETH L. EDWARDS �p� 54375 State Route 25 GEORGE D.JOSEPH L.TOWNSEND Ol•''C�UI111 (cor.Main Youngs Ave.) 1111 Southold, d,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 9, 2009 Ms. Kimberly Kennedy Suffolk County Water Authority 4060 Sunrise Highway Oakdale,NY 11769 Re: Proposed Site Plan for N& L Properties Located at 8850 Bridge Lane, Cutchogue SCTM#1000-73-2-4 Zoning Districts: A-C, R-80 Dear Ms. Kennedy: Attached is the site plan requested for the above application with the information necessary to make your determination. Additionally,the applicant will submit a long EAF form for review that I will forward to you when it is received. Let me know if you have further questions. Have a good day. Sincerely, J / Kristy Winsew Senior Planner Encl. • • June 9, 2009 P.O. Box 1179 54375 Route 25 —Town Hall Annex Southold Town Southold, NY 11971 i Planning Board Phone: (631) 765-1938 Fax: (631) 765-3136 Fbx To: Charlie From: Kristy Winser Fax: (631)287-7240 Pages: 22 including cover Phone: Date: 06/09/09 Re: Long EAF CC: Urgent For Review Please Comment Please Reply As Requested Charlie, Sorry for the long fax but, if you can return the EAF form ASAP it will help expedite your site plan application. Call me with any questions you may have. Thank you. Kristy 0 Page 0 COUNTY OF SUFFOLK • l� STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES HUMAYUN J. CHAUDHRY, D.O., M.S. Commissioner Julie`5 *09 Town of Southold Planning Board Attn: Kristy Winser, Senior Planner y � i P.O. Box 1179 a Southold, NY 11971 RE: N & L Properties " \, SCTM # 1000-73-2-4 Dear Ms. Winer: �,tuw The Suffolk County Department of Health Services (SCDHS),has`'r ce eived your letter dated April 6, 2009, concerning the above- referenced application, i ifd'has no objection to the Town's designation as lead agency. This correspondence is intended primarily to expedite the procedural requirements of SEQRA pertaining to the establishment of lead agency. The comments provided below are, therefore, general in nature, representing several of our most common concerns regarding Suffolk County projects. The department wishes, however, to reserve its right to provide more detailed information within the comment period(s) established for this action. I. Suffolk County Sanitary Code (SCSC) 1. The SCDHS maintains jurisdiction over the final location of sewage disposal and water supply systems, pursuant to the authority and requirements of Articles 4, 5, and 6 of the SCSC. Applications must comply with all relevant density and construction standards for water supply and sewage disposal. Applicants should not undertake the construction of, or connection to, either system without Health Department approval. 2. The Suffolk County Department of Health Services has not received an application for the proposed subdivision as required by Article VI of the Suffolk County Sanitary Code (SCSC). The project sponsor should submit an application to our agency's Bureau of Water and Wastewater at the earliest possible date so that a complete technical assessment of this proposal can be undertaken. DIVISION OF ENVIRONMENTAL QUALITY—Office of Ecology 10 1ucxwm 360 Yaphank Avenue, Suite 2B, Yaphank NY 11980(631)852-5750 Fax (631)852-5812 4. Design and flow specifications, information regarding subsurface soil conditions, water supply information, and complete design details are essential to the review of this project, and are evaluated fully at the time of application review. Should the town require additional environmental information (such as a DEIS), discussion of the compliance requirements of the SCDHS should be required. The department appreciates the opportunity to participate in the SEQRA review of this proposal. Additional information may be provided prior to the close of the established comment period. Should you have any questions or require additional information, please feel free to contact the Office of Ecology at 852-5750. Sincerely, Kimberly Shaw Office of Ecology cc: • 0 5J COUNTY OF SUFFOLK (a STEVE LEVY SUFFOLK COUNTY EXECUTIVE THOMAS A. ISLES,A.I.C.P IEPARTMENT OF PLANNING DIRECTOR OF PLANNING May 21, 2009 Town of Southold _ PO Box 1179 (� �f U E u Southold,New York 11971 Art: Ms. Kristy Winser, Senior Planner MAY 2 6 Re: N & L Properties S.C. T.M. No.: 1000-73-02-04 �- 56 S.C.P.C. No.: SD-09-02 Dear Ms. Winser: '•- ���Your notification for SEQRA Coordination was received by our agency on May 15, 2009. Please be advised that our agency, the Suffolk County Planning Commission, has no objection to the Town of Southold assuming Lead Agency status for the above referenced. The Suffolk County Planning Commission reserves the right to comment on this proposed action in the future and wants to be kept informed of all actions taken pursuant to SEQRA and to be provided with copies of all EAF's,DEIS'S and FEIS's, etc. Please note that pursuant to General to final approval,this action should be referred to the Suffolk County Planning Commission for review. Sincerely, Andrew P. Fre n Chief Planner APF:ds LOCATION MAILING ADDRESS H.LEE DENNISON BLDG.-4TH FLOOR P.O.BOX 6100 (631)853-5191 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NY 11788-0099 TELECOPIER(631)853-4044 • COUNTY OF SUFFOLK • ✓`�' 1 �l w STEVE LEVY SUFFOLK COUNTY EXECUTIVE THOMAS A. ISLES, P DEPARTMENT OF PLANNING DIRECTOR OF PLANNING May 21, 2009 Town of Southold Planning Board PO Box 1179 Southold,New York 11935 Att: Ms. Kristy Winser, Senior Planner Dear Ms. Winser: Pursuant to Section 2391&m of the General Municipal Law,the following site plan/special exception which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Plan S.C.T.M. No. N & L Properties 1000-73-02-04 ! MAY 2 6 2009 I Local File No. L N/A NOTE: Does not constitute acceptance of any zoning action associated therewith before any other local regulatory board. Very truly yours, Thomas A. Isles, AICP Z40��� Chief Planner APF:ds LOCATION MAILING ADDRESS H.LEE DENNISON BLDG.-4TH FLOOR P.O.BOX 6100 (631)853-5191 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NY 11788-0099 TELECOPIER(631)8534044 _ �� 0)0 ems. MAILING ADDRESS: PLANNINGBOARD MRMBEOF SOyo P.O. Box 119MTIN H. OoSold, NY 11971 ' Chair .IL OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex KENNETH L.EDWARDS ,� 54375 State Route 25 GEORGE D.SOLOMON O� (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND '�COU�r+ Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Southold Town Clerk for Town Board Architectural Review Committee* Southold Town Building Department Suffolk County Department of Health Services Southold Town Engineer* Suffolk County Planning Commission* Southold Town LWRP Coordinator Suffolk County Water Authority From: Kristy Winser, Senior Planner Date: May 13, 2009 RE: Site Plan Application review—N & L Properties • Request for comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131, and LWRP Coastal Consistency Review. • SEQR Lead Agency request • Coordinated review under SEQR Dear Reviewer: The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review under Article 8 (State Environmental Quality Review Act-SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. Southold Referral& SEQR Coordination Page Two May 13,2009 The lead agency will determine the need for an Environmental Impact Statement(EIS)on this project. Within thirty(30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Planning Board Position: (x) This agency wishes to assume lead agency status for this action. O This agency has no objection to your agency assuming lead agency status for this action. O Other(see comments below) Project Name: N & L Properties Address: 8850 Bridge Lane, Cutchogue Tax Map#: 1000-73-2-4 Requested Action: This site plan is for the construction of an 8,635 sq. foot building for the purposes of a private wine-making facility on a 31.07 acre parcel in the AC Zoning District. SEQRA Classification: ( )Type I ( )Type II (X)Unlisted Contact Person: Kristy Winser, Sr. Planner (631) 765-1938 Enclosures: • Environmental Assessment Form • Site Plan Application Form • Site Plan(s) (site plans sent only to above agencies indicated by an *) 2 • MAILING ADDRESS: PLANNING BOARD MEMBERS �q so�Ty P.O. Box 1179 MARTIN H.SIDOR Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS w Town Hall Annex KENNETH L.EDWARDS G OQ GEORGE D.SOLOMON 54375 State Route 25 Q JOSEPH L.TOWNSEND lif'C (cor.Main Rd. &Youngs Ave.) 6�(f , Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 13, 2009 A+M+L Architiecture, PLLC Attention Kirk Lehman 184 Main Street Southampton, NY 11968 Re: N&L Properties Site Plan Review- SCTM# 1000-73-2-4 Dear Mr. Lehman: As a follow up to the work session held on May 11, 2009, the above referenced site plan was formally accepted for review by the Planning Board and the following actions were taken. Please revise in accordance with the following comments and resubmit 7 copies directly to the Planning Department. 1. The Planning Board formally accepted the application for review. 2. The application,will be referred to involved agencies under the general site plan regulations pursuant to Section 280-131(C) of the Town Code. 3. It was Recommended that the Planning Board declare intent to be Lead Agency and begin the SEQRA process. 4. Waive certain site plan application elements. The application is eligible for waiver of site plan elements under§ 280-133.C. and the following elements of are recommended for the waiver: a. § 280-133 B. (2) Natural features. The applicant is showing contours on site. (site is used for active agriculture and contains no habitat, wetlands or other natural features to protect). 5. Request the following information from the applicant: a. Show zoning, ownership, tax numbers and use of subject and adjacent properties. b. § 280-133 B. (3) (d) partial —structures and curb cuts with in 200 feet of the property lines. There are residential driveways across Bridge Ln. from the proposed access to the site. c. Description of whether the water to be used is from a well or public water. d. Provide Landscaping information on the plan with planting detail and calculations. e. Show all utility appurtenances and the method of screening from public view. f. Identify location of proposed or nearest existing fire hydrants and fire access roadway routes. g. Show location and enclosure detail for refuse. h. Submit a photometric lighting plan demonstrating that the proposed lighting will not illuminate or glare on adjoining properties or roadways. i. Show parking space and aisle dimensions. j. Show disability parking in compliance with ADA requirements. Show permanent installed signs, displaying the international symbol of accessibility. k. Provide a truck template on the plan that clearly demonstrates circulation into and around the site. L Provide standard notes on plan "Contact the Engineering Inspector(765-1560) at least 24 hours prior to start of any work. Work performed without inspection shall be certified to the Engineer's satisfaction at applicant's expense". "Coordinate and complete all utility relocations. All utilities shall be installed below grade". m. Submit copy of SCHD permit. Approval shall be required prior to issuance of a Building Permit. Additional comments will be provided following full review by staff, the Town Planning Board, Town departments and involved/interested agencies. If you should have any questions or require additional information, please do not hesitate to contact this office. Sincerely, !. Kristy Winser Senior Planner cc: Planning Board Heather Lanza, Planning Director WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, May 11, 2009 4:30 p.m. Applications: Site Plans I Project name Harbes Family Wmery1 SCTM#: 1100-120-1-4 & 1000-112-1-7.1----------------------1 Location j The northwest corner of Sound Avenue and Hallock Avenue in Mattituck Description: This site plan is for the addition of retail winery and wine production facilities to an existing farm stand The overall property is 15.61 acres in the A C Zone __. - - --.. ..... . .. ....... ---- ---- --- ---- -Status: '-Application accepted__proposed access road under review. -- ----- - — -— Action: Review Enc ineer Comments. Attachments: Engineer Comments - Project name: North Fork Self Stora e __ - _TSCTM#: 1 I Location: 115 Commerce Drive, Cutchogue Description: I This site plan is for the construction of a 23,490 sq. ft. self-storage building on a 47,166 sq. ft. parcel in the Light Industrial Zoning District 1 located on the west side of Commerce Drive, approximately 475 feet south from Cor orate Road in Cutcho ue. Status: I Applicant has submitted revised_plans for review. r Action: Review revised plan-and make decision on ARC comments. 1 `Attachments ARC Recommendations and Proposed Elevations, Staff Report — F Project name N & L Properties LCCTM#. _ _ f S 1000 73-2 4 -F -i ---- Location North side of Bridge Lane at the intersection of_O_regon Road, Cutchoguel Description: { This site plan is for the construction of an 8,635 sq. foot building for the purposes of a private wine-making facility on a 31.07 acre parcel in the j AC Zoning District. ------- - -- - -- - -- - FStatus New Site Plan . . ..- -- 1 Action: ! Recommend for the Board to accept the site plan for review, refer the { application out and begin SEAR. Attachments: Staff Report -- --.-..-_ - ..... --- --- — ----- -— -- --- - --- — -------- -- --- t name Beds and Borders _SCTM# ! 1000-127-2-2.1 - -- - - -.-.- -._.- location 550 NYS Rt 25, Laurel Description_ Prosed Farm Stand Application Status: j Building_Department has requested comments. -- Action: 1 Review site plan and DOT letter. ------+ - ------ - - -- - Attachments: Draft Comments A+M+L ARCHITECTURE 184 main street swthampton ny n968 ph:631.2877230 fx:631.287T40 13 April 2009 Town of Southold Planning Department P.O. Box 1179 53095 Main Road Southold, New York Re: Site Plan Application 885o Bridge Lane Cutchogue, NY SCTM: 1000-73-02-04 Att: Ms. Kristy M.Winser-Senior Planner Dear Ms.Winser: As per our e-mail correspondence of April 29,2009,enclosed please find the EAF form along with the survey that you requested for the Site Plan Application for the non-public winery building located at 885o Bridge Lane, Cutchogue, NY. Please contact me with any questions or additional information that you require. My contact information is: Kirk Lehman A+M+L Architecture 184 Main Street Southampton, NY 11968 631-287-7230 phone 631-287-7240 fax kirk@aml-architecture.com We appreciate your time in this matter. Sincerely, Kirk Lehman KL/sml Enclosures Page 1 of 1 Winser, Kristy From: Winser, Kristy Sent: Wednesday,April 29, 2009 1:29 PM To: 'Kirk Lehman' Subject: RE: [NEWSENDER]-Winery-Bridge Lane-Cutchogue-Message is from an unknown sender Hello Kirk, I'm writing to update you on the status of your site plan submission. Currently your application is incomplete and you need to submit an EAF form along with a survey certified by a Land surveyor. I did notice that you do reference on your site plan that the survey information was provided by Nathan Corwin,which is fine but, a copy should be submitted and made part of the file. I don't intent to hold you up, so I'm scheduling the application for a Planning Board work session for May 11, 2009(Work session begins at 4 pm). Just be sure to drop off the requested information prior to this day so it can be reviewed. Aside from the two additional items, the information you provided looks adequate and I will be recommending for the Planning Board to formally accept your application for review and refer the application out for comment. Once all comments are received and reviewed, a comprehensive list of any map changes and/or comments will be provided to you based on the review by the Board. Let me know if you have any questions. Have a good day. Kristy Winser Senior Planner Town of Southold Planning Department P.O. Box 1179 53095 Main Road Southold, New York Phone: (631)765-1938 Fax: (631)765-3136 Kristy.Winse,r@,!qWq,:sgu!h9!0.ny.us -----Original Message----- From: Kirk Lehman [mailto:kirk@aml-architecture.com] Sent: Monday, April 27, 2009 3:45 PM To: Winser, Kristy; Lanza, Heather Subject: [NEWSENDER] -Winery- Bridge Lane-Cutchogue- Message is from an unknown sender Hello Kristy and Heather, I wanted to touch base and check on our site plan application for Bridge Lane-Could you please give me a quick update and also let me know if there is anything we need to be doing and/or additional information we need to submit. We were also wondering when/how we should submit for Architectural Review. Is this a seperate application and at waht point can we make this application? Thanks You for your time in these matters. Kirk Lehman A+M+L Architecture PH: 631-287-7230 4/29/2009 �a A+M+ L ARCHITECTURE y 184 main street southampNn ny 11968 ph:631.2877230 fx:631.2877240 13 April 2009 Planning Board Office Town of Southold Town Hall Annex 54375 State Route 25 Southold, NY 11971 Re: Site Plan Application 885o Bridge Lane Cutchogue, NY j SCTM: 1000-73-02-04 Att: Ms. Kristy M.Winser- Senior Planner Heather Lanza - Director of Planning Dear Ms.Winser and Ms. Lanza: Enclosed please find the Site Plan Application for the non-public winery building located at 885o Bridge Lane, Cutchogue, NY. We have included the additional information as discussed at our meeting of 3 April 2009. I Q g S (•, ly# S Please contact me with any questions or additional information that you require. $ IS�7n� 9 rtu J1v�S My contact information is: 2 Co Ia/ p V jVS Kirk Lehman 1 A+M+L Architecture 184 Main Street Southampton,NY 11968 631-287-7230 phone 631-287-7240 fax kirk@aml-architecture.com We appreciate your time in this matter. Sincerely, Kirk Lehman KL/sml Encl. �' � �� r` �}a `.S M ;x � '� t,}�.' ,S } ty� it ���'' _ter � a�+ � �, � /�a � � - L „pa. � /c"� A � . �� � f� �F ��� e �� � i r i � �. , � - y; r =. <-/ r ^ n� � � � � ,. � ,<� .. M1.. Y ' �, I Mitre - M4 page 1 of 3 DATE TYPE Bollard Updated: 01/2009 • Full cutoff. • Wide distribution. • Cast 356 aluminum construction. • Vandal resistant. • EISA compliant • 1 P6 rated • Powder coat finish in 13 standard GQrs with a polymerprirhbr`sealer �- I '41 t.Ty ea k ar � TT' Y i SA t �'I Rii F ; i, F 4u rt Vin• v. e"x EISA fo "]"W ixtures Architectural Area Lighting 14249 Artesia Blvd I La Mirada architectural Frf ICIfVi CA 90638 rr cnEr P 714.994.2700 1 F 714.994.0522 1 aal.net are plighting Eco CDY Design patents,Copyright 02009 Rev 01/2009 ' Mitre - M4 page 2 of 3 •ATE TYPE Fixture Options Color 1 2 3 1. FIXTURE ❑ M4-CF Single head bollard with 120 thru 277 volt electronic ballast for 26, 32 or 42 watt 4 pin compact fluorescent lamp. Must specify 26, 32, or 42 watt. ❑ M4T--CF Twin head bollard with 120 thru 277 volt electronic ballast for 26, 32 or 42 watt 4 pin compact fluorescent lamp. Must specify 26, 32, or 42 watt. 2. OPTIONS ❑ BBU Battery backup powers a compact fluorescent lamp for up to 90 minutes during a power failure. Output of the 26 watt lamp will be 450 lumens. Output of the 32 watt lamp will be 575 lumens. -------- _,___Output of the 42 watt lamp will be 750 lumens. - 3. COLOR ❑ AWT Arctic White ❑ BILK Black ❑ MTB Matte Black O DGN Dark Green O DBZ Dark Bronze ❑ WRZ Weathered Bronze ❑ BRM Metallic Bronze ❑ VBL Verde Blue ❑ CRT_ Corten ❑ MAL Matte Aluminum ❑ MDG Medium Greer- ---- -- _ ------- -- ❑ ATG Antique_Green ❑ _ LGY Light 0RAUPREMIUM,COLOR_ Provide a RAL 4.digit color number ❑ CUSTOM COLOR Please provide a color chh Efor matchh _ _ _ SOLD TO PO# JOB NAME Approvals Architectural Area Lighting 14249 Artesia Blvd I La Mirada I CA 90638 P 714.994.2700 1 F 714.994.0522 1 aal.net Design patents, Copyright 02009 Rev 01/2009 Mitre - M4 page 3 of 3 DATE TYPE Specifications 12.5in 23.5in 320mm 60 mm lei e - 52in 1320mm W:2in W:2in St mm 51mm H: 4in H: 4in 102mm 1102mm gin "8i n 81n 230 mm 205 mm 205 mm M4-CF M4T-CF SINGLE HEAD TWIN HEAD HOUSING EISA COMPLIANCE The fixture shall be ane-piece cast 356 aluminum with a AAL is 100% committed to complying with EISA minimum wall thickness of .188 inch. The lens is clear DR requirements. All applicable products manufactured for acrylic, sealed to the housing with a silicone gasket. The sale in the United States after January 1, 2009, will meet fixture is relamped by loosening four captive stainless EISA requirements. steel fasteners. The base is heavy cast 356 aluminum ENVIRONMENTAL COMMITMENT with a minimum .250 inch wall thickness. The column is extruded 6061 T-6 aluminum internally welded to the AAL has always provided efficient, effective and base.The top cap shall be cast 356 aluminum. The fixture environmentally sound outdoor lighting fixtures. In addition is mounted to the column with three stainless steel 1/4-20 to our every day environmental practices, AAL is the first fasteners and is fully gasketed. lighting manufacturer to become CARBON NEUTRAL. Becoming CARBON NEUTRAL is just another step we The optical assembly shall consist of a die formed, have taken to promote environmental responsibility within specular Alzak@ reflector with wide throw type 2 optics. our culture. The reflector is easily removed for easy access to the ballast. CERTIFICATION The ballast shall be electronic, rated for -18°C starting The fixture is listed with ETL for outdoor, wet location use, with a 4 pin, 26, 32 or 42 watt lamp socket. The ballast is UL1598 and Canadian CSA Std. C22.2 No.250. IP=65 factory mounted and wired in the housing. WARRANTY FINISH Fixture is warranted for three years. Ballast components Fixture finish consists of a five stage pretreatment regimen carry the ballast manufacturer's limited warranty. with a polymer primer sealer, oven dry off and top coated with a thermoset super TGIC polyester powder coat finish. The finish shall meet the AAMA 605.2 performance specification which includes passing a 3000 hour salt spray test for corrosion resistance. Architectural Area Lighting 14249 Artesia Blvd I La Mirada I CA 90638 P 714.994.2700 1 F 714.994.0522 1 aal.net Design patents,Copyright 02009 Rev 01/2009 ' Mitre - M3 • page 1 of 3 •Dais TYPE Wall Sconce Updated: 01/2009 • Full cutoff. • Forward throw reflector. • Egress applications. • Cast 356 aluminum_construction.. • Molded memory retentive silicone gaskets. • Vandal resistant • EISA compliant • IP65 rated • Powder coat finish in 13 standard colors with a polymer primer sealer ; + IIII+ijY yllj I'I gyI(VIS � ��, n. EISA fixtures Architectural Area Lighting 14249 Artesia Blvd I La Mirada I CA 90638 architectural EFFICIENT P 714.994.2700 1 F 714.994.0522 1 aal.net arealighting ECO FRIENDLY Design patents,Copyright 02009 Rev 01/2009 Mitre - M3 • page 2 of 3 *DATE TYPE Fixture Options Color 1 2 3 1. FIXTURE ❑ M3-CF Wall sconce with 120 thru 277 volt electronic ballast for use with a 26, 32, or 42 watt 4 pin compact fluorescent lamp Specify wattage 2. OPTIONS ❑ BBU Battery backup powers a compact fluorescent lamp for up to 90 minutes during a power failure. Output of the 26 watt lamp will be 450 lumens. Output of the 32 watt lamp will be 575 lumens. Output of the 42 watt lamp will be 750 lumens 3. COLOR ❑ AWT Arctic White ❑ BLK Black ❑ MTB ,.,._Matte Black ❑ DGN Dark Green ❑ DBZ Dark Bronze ❑ WRZ Weathered Bronze _ ❑ BRM Metallic Bronze ❑ VBL Verde Blue ❑ _CRT Corten ❑ MAL Matte Aluminum ❑ MDG Medium.Grey ..................... ❑ ATG Antique Green ❑ LGY _Light Grey ................... ❑ RAL/PREMIUM COLOR Provide a RAL 4 digit color number ❑ CUSTOM COLOR Please provide a color chip for,matching SOLD TO PO# JOB NAME Approvals Architectural Area Lighting 14249 Artesia Blvd I La Mirada I CA 90638 P 714.994.2700 1 F 714.994.0522 1 aal.net Design patents,Copyright 02009 Rev 01/2009 Mitre - M3 page 3 of 3 •once rvae Specifications T FINISH 10.4 in Fixture finish consists of a five stage pretreatment 265 mm regimen with a polymer primer sealer, oven dry off and top coated with a thermoset super TGIC polyester powder coat finish. The finish shall meet the AAMA 605.2 performance specification which -L—I I— includes passing a 3000 hour salt spray test for 10 in corrosion resistance. 255 mm EISA COMPLIANCE WEIGHT: 10 lbs AAL is 100% committed to complying with EISA zi IP:65 requirements. All applicable products manufactured for sale in the United States after January 1, 2009, will meet EISA requirements. 10.75 in ENVIRONMENTAL COMMITMENT 275 mm AAL has always provided efficient, effective and environmentally sound outdoor lighting fixtures. In addition to our every day environmental practices, AAL is the first HOUSING lighting manufacturer to become CARBON NEUTRAL. The fixture shall be one-piece cast 356 aluminum with Becoming CARBON NEUTRAL is just another step we a minimum wall thickness of .188 inch. The housing have taken to promote environmental responsibility within shall mount over a 3 3/4 inch octagonal wall box. The our culture. lens is clear DR acrylic, sealed to the housing with a CERTIFICATION silicone gasket. The fixture is relamped by loosening four captive stainless steel fasteners. The fixture is listed with ETL for outdoor, wet location use, UL1598 and Canadian CSA Std. C22.2 No.250. IP=65 The optical assembly shall consist of a die formed, specular Alzak® reflector with forward throw optics. WARRANTY The reflector is easily removed for easy access to the Fixture is warranted for three years. Ballast components ballast. carry the ballast manufacturer's limited warranty. The ballast shall be electronic, rated for -18°C starting with a 4 pin, 26, 32 or 42 watt lamp socket. The ballast is factory mounted and wired in the housing. The fixture is attached with two stainless steel screws to an adapter ring that mounts to a 3 3/4 inch octagonal wall box. Adapter ring and hardware are included. Fixture is available in the down position only. Architectural Area Lighting 14249 Artesia Blvd I La Mirada I CA 90638 P 714.994.2700 1 F 714.994.0522 I aal.net Design patents,Copyright 02009 Rev 01/2009 Universe Collection° — ucs page 1 of 6 DATE TYPE Small Scale Updated: 11/2008 • Modular system offers five luminouq..options and five hood options for customization to complement site design. wu, • Pole, wall, or pendant mounting options. • Opal glass lens, type five distribution for soft, general lighting • Available with the most efficient lamps sources (CF, MH, MHT6, or HPS) • IP65 rated • Powder coat finish in 13 standard colors with a polymer primer sealer f fl i s Architectural Area Lighting 14249 Artesia Blvd I La Mirada I CA 90638 P 714.994.2700 1 F 714.994.0522 1 aal.net Design patents, Copyright 02008 Rev 11/2008 Universe Collection° - ucs page 2 of 6 DATE TYPE Fixture Luminous Element Lamp/Ballast Color Hood Finish Options Mounting 1 2 3 4 5 6 7 1. FIXTURE ❑ UCS Universe Small WT: 14 lbs EPA 0.55(For specific_productsyplease contact the factor)d. ..................... 2. LUMINOUS ELEMENT NO LUMINOUS ELEMENT ❑ANG ❑ BEL ❑ FLR ❑STR ❑ SKB Angled Hood Bell Hood Flared Hood Straight Hood Skirted Bell Hood HT 12.75 in/325 mm HT 12.75 in/325 mm HT 12.75 in/325 mm HT 12.75 in/325 mm HT 13 in/330 mm DIA: 14 in/355 mm DIA: 15 in/380 mm DIA: 15 in/380 mm DIA: 16 in/405 mm DIA: 15 in/380 mm 4 LUMINOUS WINDOWS ❑WND-ANG ❑WND-BEL ❑ WND-FLR ❑WND-STR ❑ WND-SKB Angled Hood Bell Hood Flared Hood Straight Hood Skirted Bell Hood HT 12.75 in/325 mm HT 12.75 in/325 mm HT 12.75 in/325 mm HT 12.75 in/325 mm HT 16 In/405 mm DIA: 14 in/355 mm DIA: 15 in/380 mm DIA: 15 in/380 mm DIA: 16 in/405 mm DIA: 15 in/380 mm SOLID RINGS ❑ SR-ANG ❑ SR-BEL ❑ SR-FLR ❑ SR-STR ❑ SR-SKB Angled Hood Bell Hood Flared Hood Straight Hood Skirted Bell Hood HT 13.5 in/340 mm HT 13 in/330 mm HT 13 in/330 mm HT 12.75 in/325 mm HT 16 in/405 mm DIA: 14 in/355 mm DIA: 15 in/380 mm DIA: 15 in/380 mm DIA: 16 in/405 mm DIA: 15 in/380 mm SOLD TO PO# JOB NAME Approvals Architectural Area Lighting 14249 Artesia Blvd I La Mirada I CA 90638 P 714.994.2700 1 F 714.994.0522 1 aal.net Design patents,Copyright 02008 Rev 11/2008 Universe Collection® - ucs page 3 of 6 DATE TYPE Fixture Luminous Element Lamp/Ballast Color Hood Finish Options Mounting 1 2 3 4 5 6 7 VERTICAL SLOTS ❑VSL-ANG ❑VSL-BEL ❑VSL-FLR ❑VSL-STR ❑VSL-SKB Angled Hood Bell Hood Flared Hood Straight Hood Skirted Bell Hood HT 12.75 in/325 mm HT 12.75 in/325 mm HT 12.75 in/325 mm HT: 12.75 in/325 mm HT 16 in/405 mm DIA: 14 in/355 mm DIA: 15 in/380 mm DIA: 15 in/380 mm DIA: 16 in/405 mm DIA: 15 in/380 mm LUMINOUS RINGS ❑ LUM-ANG ❑ LUM-BEL ❑ LUM-FLR _ 0 LUM-STR _❑ LU_M_-SKB Angled Hood Bell Hood Flared Hood Straight Hood Skirted Bell Hood HT 13.5 in/340 mm HT 13 in/330 mm HT 13 in/330 mm HT 12.75 in/325 mm HT 15 in/380 mm DIA: 14 in/355 mm DIA: 15 in/380 mm DIA: 15 in/380 mm DIA: 16 in/405 mm DIA: 15 in/380 mm SOLD TO PO# JOB NAME Approvals Architectural Area Lighting 14249 Artesia Blvd I La Mirada I CA 90638 P 714.994.2700 1 F 714.994.0522 1 aal.net Design patents, Copyright 02008 Rev 11/2008 Universe Collection® - ucs page 4 of 6 DATE TYPE Fixture Luminous Element Lamp/Ballast Color Hood Finish Options Mounting 1 2 3 4 5 6 7 3. LAMP/BALLAST ❑ CF Compact fluorescent, electronic ballast 120 thru 277 volt. -18°C starting temperature. Use 4-pin 26, 32 or 42 watt lamp. -_ ❑ 50MH 50 watt metal halide 120/277 volt ballast. Use a medium base, ED-17 lamp. ❑ 70MH 70 watt metal halide multitap,ballast 120/208/240/277 volt Use a medwm base, ED 17 lamp ❑ 70MHT6 70 watt metal halide multitap ballast 120/277 volt. Use a G12 base, T-6 ceramic lamp. ❑ 50HPS 50 watt high pressure sodium ballast 120/277 volt. Use a medium base ED-17 lamp. ❑ 70HPS 70 watt high pressure sodium ballast 120/208/240/277 volt. Use medium base, ED-17 lamp. All ballasts are factory wired for 277 volts, unless specified. Lamps not included. For pole mounted fixtures, the ballast is located in the arm. 4. COLOR ❑ AWT Arctic White ❑ MAL Matte Aluminum ❑ BLK Black ❑ MDG _ Medium Gre __ LlZ1MTB Matte Black ._ATG Antique Green ❑ DGN Dark Green O__LGY ---------- Light Gry_ ❑ DBZ Dark Bronze ❑ RAUPREMIUM COLOR ❑ WRZ Weathered Bronze -----__Provide_a_RAL.4 digit color number ❑ BRM Metallic Bronze ❑ CUSTOM COLOR ❑ VBL Verde Blue _-Please provide a_color chip-for matching_ ..... Ll CRT Corten 5. HOOD FINISH (OPTIONAL) ❑ COP Copper Hood ❑ STS Stainless steel Hood The natural copper and stainless steel hoods are unfinished to develop a patina over time. All hoods have the under side of the hood finished in high reflectance white. 6. OPTIONS ❑ SLC Internal sleeve to block off the light from the lens when a luminous element is chosen: WIND, SR, VSL or LUM. ❑ 347 120/240/347 volt ballast for HID lamp/ballast except the 50MH and 50HPS SOLD TO PO# JOB NAME Approvals Architectural Area Lighting 14249 Artesia Blvd I La Mirada I CA 90638 P 714.994.2700 1 F 714.994.0522 1 aal.net Design patents,Copyright 02008 Rev 11/2008 Universe Collection° - ucs page 5 of 6 DATE TYPE Fixture Luminous Element Lamp/Ballast Color Hood Finish Options Mounting 1 2 3 4 5 6 7 7. MOUNTING AM I 20.3 in 17.0 in 515 mm 430 mm ViiMil! 2i 15 in a24,": 320 mm 246in E 625 mm ❑ PCVS Curved arm,fits over a 3 in/75 mm pole. ❑_PCVT Twin curved arm,fits over a 4 in/100 mm pole_ The top 6 in/150mm of the pole top shall have an open, clear unobstructed area for the ballast assembly. 190 50 mm 24 in 60 mm 12.9 58in in 330 mm 655 mm , ❑ PSTS Straight arm,fits over a 3 in/75 mm pole. ❑ PSTT Twin straight arm,fits over a 4 in/100 mm pole. The top 6 in/150 mm of the pole top shall have an open, clear unobstructed area for the ballast assembly. 212 in 13.25 in 55 mm 6340 mm 150 in 380 mm 93 inL6 365 mm ❑WCV ❑WST ❑ PMS ❑ SBE Wall mount curved arm, Wall mount straight arm, Pendant mount with Pendant mount with integral ballast.Uses the integral ballast. Uses the 48 in/1220 mm stem and 48 in/1220 mm stem and mounting plate with a mounting plate with a swivel fits over a standard surface mounted ballast prewired ballast. prewired ballast. octagonal j-box. Remote enclosure. ballast required. SOLD TO PO# JOB NAME Approvals Architectural Area Lighting 14249 Artesia Blvd I La Mirada I CA 90638 P 714.994.2700 1 F 714.994.0522 1 aal.net Design patents, Copyright 02008 Rev 11/2008 Universe Collection° - ucs page 6 of 6 DATE TYPE Specifications HOUSING PENDANT MOUNT SBE The fixture and ballast housing shall be one piece cast The ballast isfactory assembled and wired to the mounting aluminum. The luminous rings shall be acrylic with an plate.A.75 in/18 mm hole is provided for wiring access to aluminum spacer and stainless steel rods. The lens the the J-box. Seal the back plate to the wall surface with shall be tempered, borosilicate opal glass. The lens an appropriate silicone caulk. Three .375 in/10 mm holes shall be gasketed and screwed onto the housing for on 1200 centers, on a 5 in/125 mm circle are provided on lamp access. The hoods shall be heavy gage spun the back plate for anchoring. Use appropriate stainless aluminum with hemmed edges for added rigidity. steel fasteners for anchoring. All internal and external hardware shall be stainless FINISH steel Fixture finish consists of a five stage pretreatment ELECTRICAL regimen with a polymer primer sealer, oven dry off The ballast shall be mounted to a cast plate, prewired and top coated with a thermoset super TGIC polyester with a quick disconnect plug. HID ballasts are high powder coat finish. The finish shall meet the AAMA power factor, rated for -30°F starting. Sockets are 605.2 performance specification which includes medium base, pulse rated porcelain. Compact passing a 3000 hour salt spray test for corrosion fluorescent socket is for a 26, 32 or 42 watt lamp, 4 resistance. pin, GX24q-4, with an electronic ballast, -18°C starting CERTIFICATION temperature. Ballasts are multi-tap, wired at the factory The fixture shall be listed with ETL and U.L. for for 277 volts unless specified. outdoor, wet location use, UL1598 and Canadian CSA INSTALLATION & MOUNTING Std. C22.2 No.250. IP=65 Pole mount: The fixture shall be welded to the arm EISA COMPLIANCE assembly for both the wall and pole mounting models. AAL is committed to complying with EISA requirements The single fixture pole mounted arms shall have an 100%. All applicable products manufactured for sale in integral ballast compartment, PCVS and PSTS, and slip the United States after January 1, 2009, will meet EISA over a 3 in/75 mm pole. The twin fixture pole mounted requirements. arms shall have an integral ballast compartment, PCVT and PSTT, and slip over an open top, 4 in/100 mm ENVIRONMENTAL COMMITMENT pole. The top 6 in/150 mm of the pole top shall have a AAL has always provided efficient, effective and clear, unobstructed area for the ballast assembly. environmentally sound outdoor lighting fixtures. In addition Wall mount: The wall mounted ballast housing shall to our every day environmental practices, AAL is the first be welded together with the arm and fixture as a lighting manufacturer to become CARBON NEUTRAL. unitized assembly. A cast aluminum wall plate shall Becoming CARBON NEUTRAL is just another step we have the ballast assembly installed and prewired for have taken to promote environmental responsibility within easy installation. The fixture assembly shall slip over our culture, the wall plate and secure with three stainless steel set screws. The mounting system shall allow for horizontal WARRANTY adjustment to level the fixture independent of the Fixture shall be warranted for three years. Ballast mounting plate orientation. components carry the ballast manufacturer's limited warranty. Architectural Area Lighting 14249 Artesia Blvd I La Mirada I CA 90638 P 714.994.2700 1 F 714.994.0522 1 aal.net Design patents,Copyright 02008 Rev 11/2008 S_rrEPkAXftATfTRRlF.PORTV SITE PLAN TYPE: AMENDED WITHDRAWN INCOMPLETE PROJECT NAME: tL _ �>�SzoNEl: zoNE2: ZONE3: LOCATION: � — HAMLET: SCTM# 1000- D- _ L OWNER NAME: L, YS TEL#(_) APPLICANT NAME: TEL#�) AGENT NAME: PROJECT DESCRIPTION: EXISTING USE: PROPOSED USE: BUILDING DEPARTMENT NOTICE:S/P RE Y RN ZBA APPEAL REQUIRED Y OR NP-A–()`� (W PRE-SUBMISSION CONFERENCE­—'10 DAYS OF WRITTEN REQUEST) NOTES: INFORMAL REQUEST FOR REVISIONS: - - APPLICATION RECEIVED DATE; 7-T-7p , —/—� APPLICATION PROCESS DATE: PAYMENT RECEIVED: AMOUNT RECEIVED:$ NEW SP:$500✓ACRE&.10/SF, AMENDED SP:$250.+,IaSF, GRIL SPFLA ' FEE AMOUNT:($ .00 X =$ : T$500 LA _ NEW APPLICATION WORK SESSION ) $ (WTFH N 10 DAYS OF RECEIPT),PB ACCEPTED Y OR N APPLICANT ADVISED OF NECESSARYREVISIONS (WITHIN --LYS OF REVIEW) qi BUILDING DEPARTMENT MEEETING 100-254B WITHIN 30 DAYS) - / - NOTES: REVISED SUBMISSION RECEIVED: NOTES:- REFERRED OTES:REFERRED AGENCIES:(WITH MAPS=W/p) STZHA_.STBD_,STC/CB_ JH_ STBT_ESTE_�SCDNS_JNYSDEC_,USACoRPs_,NYSDOTsC ,l —/—/ RESPONSES NOTES CPD__,SCDPW_,LWRP � U LEAD AGENCY: msm. OnmL.—RRVzw.PARTI_,PAR7j_,PART3_,SHORi EA _,LE ONG EA _ NOTES: F ACTION TYPE:COORDINATED: UNCOORDINATED:_ REFERRED TO:STTB/�-,STBD,STCRB_,JH_�STgT STE_�SCDHS�,NYSDEO__U C RPS_.NVSDOTTED:SCWA_ SE RA DETERMINATION:NEG DEC Y OR N, SCPD_ SCDPW_ APPROVALS REQUIRED: REFER DATE NOTES APPROVAL DATE ARCHITECTURAL REVIEW COMMITTEE: NOTES LWRP COORDINATOR: O BUILDING DEPARTMENT CERTIFICATION: FIRE COMMISSIONERS: . TOWN ENGINEER APPROVAL: DEROF TRANSPORTATION:DOT ,DPW_, TOS_ � SUFFOLK COUNTY DEPARTMENT OF PLANNING: SUFFOLK COUNTY DEPT OF HEALTH;PERMIT OPTIONAL APPROVAL S: ZONING BOARD OF APPEALS:APPEAL# BOARD OF TRUSTEE'S: NYS DEC WETLANDS/TIDAUSPDES PLANNING BOARD DECISIONS: DENIED: APPROVED: CONDITIONAL FINAL__J_/ FINAL: ENDORSEMENT OF SITE PLAN; NOTES FIgD INSPECTION FOR C/O: DISTRIBUTE APPROVED SITE PLANS TO: BUILDING DEPT /21/ TOWN GENERAL NOTES: �a4noos TOWN OF SOUTHOLD PLANNINPBOARD SITE PLAN APPLICATION SECTION A: Site Plan Name and Location Application Date: Site Plan Name: 1. !k L Suffolk County Tax Map #1000-_Z- a - Other SCTM#s: Street Address: $�5� �y\c7K12 , Hamlet: Distance to nearest intersection: Type of Site Plan: New Amended Residential If Amended,last approval date: SECTION B: Owners/Aeent Contact Information Please list name, mailing address, and hone number or the people below: Property Owner h13 Street 1.2,60 -Ids../ !:%LM City 'adL�_A- 9D4� h( State IFAA, Zip 343(�2 Home Telephone _ _3 Other Applicant tmi 1 1 h h M Il Street / City. State 11V Zip �Q \NOPV% Homey Telephoned &977320 Other Applicant's Agent or Representative: Contact Person(s)* Street city ��H� i��6 r 1 State Zip Office Telephone Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Page 1 of 2 10/05/05 SECTION C: Site Data Proposed construction type: New Modification of Existing Structure XAgricultural Chang f use Property total acreage or square footage: y ac sq. ft. Site Plan build-out acreage or square footage:. 8�03P icq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes_No If yes, explain: Property Zoning District(s): A -� Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes No 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: ��gg� List all proposed property uses: V t(��,\�i'(� VO/ Yl0 -DIC�1' Other accessory uses: n 0 0,0 _ r— Existing lot coverage 'o *3 % Proposed lot coverage: 0 o q % Gross floor area of existing structure(s):—sq. ft. Gross floor area of proposed structure(s): 96CO Parking Space Data: #of existing spaces: #of proposed spaces: f CZ Loading Berth: Yes No_ Landscaping Details: Existing landscape coverage: % Proposed landscape coverage:% Waterfront Data: Is this property within 500"of a wetland area? Yes No If yes explain: 64 wadd I, the undersigned, certify that all the above information is true. Signature ofPreparer: Date: Io/os/os Page 2 of 2 617.20 Appendix A State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine.in an orderly manner,whet proJect or action may be significant. The question ofwhather an action may be significant is not always easy to arm=—,- We y) tare are aspects of a project that are subjective or unmeasurable. n is also understood that those who determine sig $na o or no formal knowledge of the environment or may not be technically expert in environmental analysis. In , any who have knowledge In one particular area may riot_be aware of the broader concerns affecting the question of si i icanee. nnnn��� The full EAF is intended to provide a method whereby applicants and agencies can be tQ1etaKmon process has been orderly, comprehensive in nature,yet flexible enough to allow Introduction of In •o a roject or action. Full EAF Components: The full EAF is comprised of three parts: J '' Part 1: Provides objective data and information about a given project and Its site, By identifying basic project date,it assists a reviewer in the analysis that takes place In Parts 2 and 3. .�r Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact Is likely to be considered small to moderate or Whether it is a potent!*-large impact, The form also Identifies whether an impact can be mitigated or reduced. Part 3: If any impact In Pan 2 is Identified as potentially-large, then Part 3 is used to evaluate whether or not the impact is actually important. THIS AREA FOR LEAD AGENCY USE'ONLY DETERMINATION OF SIGNIFICANCE --.Type 1 and Unlisted Actions Identify the Pardons of EAF completed for tttis project Part 1 Part 2 ®Part 3 Upon review of the Information recorded on this EAF(Parts 1 and 2 and 3 if appropriate),and any other supporting information,and considering both the magnitude and importance of such impact, it is reasonably determined by the lead agency that: . ®A. The project will not result In any large and important impact(s)and, therefore, is one which will not have a significant impact on the environment,therefore a rnegatWe declaration will be prepared. B. Although the project-could have a significant effect on the environment,there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONM negative declaration will be prepared. ®C. The project may result in acre or more large and important Impacts that may have a significant impact on the environment,therefore a positive declaration will be prepared. •A Conditioned Negative Declaration is only valid for Unlisted Actions Name of Action Name of Lead Agency Print or Type Name of Responsible Officer in Lead Agency Tate of Responsible Officer Signature of Responsible Officer in Lead Agency Signature o Preparer(If different from responsible officer) website Date Page 1 of 21 PART I—PROJECT INFORMATION Prepared by Project Sponsor NOTICE: This document Is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form,Pans Athrough E. Answers to these question*will be considered as part of the application for approval and may be subject to further verification and public review, Provide any additional Information you believe will be needed to complete Parts 2 and 9. It Is expected that completion of the full EAF will be dependent on informatlen ounently available and Will not involve now studies, research or investigation. If information requiring such additional work Is unavailable,so Indicate and specify each Instance, Name of Action Location of Action(include Street Address,Municipality and County) 'Town aF Sor�7+(aLD Name of.Applicentteponsor lCTIrl1L•/ItgatLTELTfAF-ra rLL 'C, 6Y-te= LA-'rlt'm-'A '^ Address g Mil, SCP city J PO t_1QgQA k1_4 F,3__1b4 staro f 1. zip coda l t q 6:f> Business Telephone r03) 'L87 -72��U Name ofOwner(ifdifferent) Address 1249 i,,6LTA V 1 t1u, 4A SfArY;e7 41 city Pa POCdA 9-OrTO$3 Stats TLk• Zip Code Jq � Business Telephone Description of Action: ` ! 1.tah 1 - '?f t3Lt ei W ftNE 't.AAtGt"C-1 T-A-A Lt `- �Ot'- -C11� l'P-avf/�cTtvsJ scni� �YtLtf.�G,1 of wttet f.�sc /hY r t C�2OWt�1 At-1D NAf7�1t:6TE'p o P- '-144G VVC:4414 , Page 2 of 21 Please Complete Each Question.-Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall.project,both developed and undeveloped areas. 1. Present Land Use:®Urbanr❑ylndustrial [:] Commercial Q Residential (suburban) ©Rural (non-farm) Forest 1WAgriculture nother 2. Total acreage or project area: vi-07 acres, APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland(Non-agriculturaq 0 acres 0 acres Forested 10 acres 0 acres Agricultural(Includes orchards, cropland,pasture,etc.) ZD�acres 2O--V–acres Wetland(Freshwater or tidal as per Articles 24.26 of ECL) 0 acres acres Water Surface Area aorasi Unvegetated(Rock,earth or MI) 0 acres 0 acres Roads, buildings and other paved surfaces 0' 1 acres 0•-_A5 acres Other(indicate type) tea"-1ek VoA q yAjS 10.59 acres (0.3 acres 3. What Is predominant soll type(s)on project site? a. Soil drainage: Elwell drained f%of site ❑Moderately well drained_%of site.. QPoorly drained _%of site b. If any agricultural land ip involved, how marry acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System7,�VJ,Q7.acres(seal NYCRR 370). 4. Are there bedrock outcroppings on project site? rl Yes R No a. What is depth to bedmck_j_gn feet) S. Approximate percentage of proposed protect site with slopes: 010%�_% [_]10.16%_% []16%or greater—% 6. Is project substantia& ontiguous to or contain a building, site, or district,listed on the State or National Registers of Historic Places? ©Yes 0 No 7. IS project substantially contiguous to a site 11sted on the Register of National Natural Landmarks? 13 Yes -DffNo 8. What is the depth of the water fable?J!2'�(in feel) ttee 9. Is site located over a primary, principal, or sole source aquifer? OYes ICfn0 10. Do,hunting,fishing or shell fishing opportunities presently exist In the project area? / ©Yes IVNo Page 3 of 21 11. Does project site contain any species of plant or animal INe that Is Identified as threatened Or endangered? ®Yes oo Accord) to: Identify eachSpecies: 12. Are there any unique or unusual land forms on the project site?(i.e., 411ffs, dunes, other geological formations? Oyes �Gf No Describe: /� 13. Is the project site presently used by the community or neighborhood as an open space or nxmtion area? El Yes limo If es, explain: 14. Does the present site include scenic views known to be Important to the community? []Yes o 15. Streams within or contiguous to project arca: Ndt i a, Name of Stream and name of River to which it is tributary i 16. Lakes, ponds.wetland areas within or contiguous to project area; Noa�, b, Size Un acres): Page 4 of 21 17. Is the site served by existing public utilities? Yes ONO a. If YES, does sufficient capacity exist to allow connection? • ,FlYes ❑No b. If YES, will improvements be necessary to allow connection? ❑Yes- - °- -- - - - - - 18, Is the site located in an agricultural di ct certified pursuant to Agriculture and Markets Law,Article 2S-AA, Section 303 and 3047 ®Yes ��� o 19• Is the site located in or substantialllvm contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? Yes o 20. Has the site ever been used for the disposal of solid or hazardous wastes? ®Yes 'do . D. Project Description - 1. Physical dimensions and.scale of project(rill in dimensions as appropriate). a. Total contiguous acreage owned or controlled by project sponsor: 31 107 acres. b. Project acreage to be developed: 012�j acres initially; acres ultimately. c. Project acreage to remain undeveloped: A.?2 acres. d. Length of project, in miles:W JK (if appropriate) e. if the project is an expansion, Indicate percent of expansion proposed. *-96 f. Number of off-sveet parking spaces existing 0 : proposed_V,-;P g. Maximum vehicular trips generated per hour: �(upon completion of project)? h. If residential: Number and type of housing units: One Family Two Family 5uh1ple Famil Condominiu Initially Ultimately p 1. Dimensions(in feet)of largest proposed structure: 33!)0t r height; ( 2 J width; length. j. Linear feet of frontage along a public thoroughfare project will occupy is? 0 ft. 2. How much natural material(.e.rock,earth,em)will be removed from the site7 _torWcubic yards. 3. Will disturbed areas be reclaimed []Yes ©No )M/A a, If yes, for what intended purpose is the site being reclaimed? b. Will topsoil be stockpiled for reclamation? 11 Yes ONO C. Will upper subsoil be stockpiled for reclamation? ©Yes No 4. How many acres of vegetation(trees, shrubs, ground covers)will be removed from site?�_acres. Page 5 of 21 S. WAI any mature forest(over 100 years aid)or other locally-important vegetation be reproved by this project? n Yes 11C 1810 6. If single phase project:Anticipated period of construction:_months, (rnciuding demolition) 7. if multi-phased:e?3} a. Total numb phases anticipated_ (number) b. Anticipated date of commencement phase 1: _month _year, gnciuding demolition) c. Approximate completion date of final phase: month _year. d. Is phase 1 functionally dependent on subsequent phases? 1:1 Yes ® No 9. Will blasting occur during construction? ®Yes No 9. Number of jobs generated:during construction !?20_;after project Is completer] 10. Number of jobs eliminated by this project 0. 11. Will project require rdo.cadon of any projects or facilides?Q Yes)gNo If yes, explain: 12. Is surface liquid waste disposal Involved? ❑Yes No a. If yes, indicate type of waste(sewage,industrial,etc)and amount b. Name of water body into which effluent will be discharged 13, is subsurface liquid waste disposal involved Yes ®No Type `-(Ao9^!2 5¢Pcti-, �rtCN1 14. Will surface area of an existing water body reale or decrease by,proposer?®yespo i If yes,explain: j k 15. Is project or any portion Of project located in a 100 year flood plain? Q Yes MRO 16. Will the project generate solid waste? C1 Yes 'o a. If-yes, what Is the amount per month? 1 tpons b. If yes,will an existing solid waste facility be used?[]Yes. ©No C. If yes,give name location d. Will arty wastes not go Into a sewage disposal system or Into a sanlrary landfill? Yes © No Page 6 of 21 a. If yes,explain: 17. Will the project involve the disposal of solid waste? ❑Yeslao a. If yes, what Is the anticipated rate of disposert tons/month. b. If yes,what is the anticipated site life? years. 1 a. WIII project use herbicides or pesticides? ❑Yes JgNo 18. Will project routinely produce odors(more than one hour per day)? ❑YesPNo 20. Will project produce operating noise exceeding the local amblent noise levels?? ❑Yespo 21. Will project result in an increase in energy use? Yes ❑No If yes, indicate type(s) P-Ce-(Okerov`+f-q-- -CO OAwi wt*Ji; tnawa6t rAC-%V%-r�/, III 22. If water supply is from wells, indicate pumping capacity gallons/minute. 23. Total anticipated water usage per day gallons/day. 24. Does project Involve Local, State or Federal funding?[]Yes No If yes, explain: Page 7 of 21 f 25. Approvals Required: TYPa Submittal Date City, Town, Village Board, Yes PS.i'No _.. ._ �a0U'i{-tObO -t'ov.AJ City, Town, Village Planning Board Oes n No ////// 'QI,CsNNI N� lyrL17 City, Town Zoning Board ©yes No .Swot-� ¢oaf City, County Health Department Yes No 'YioA17A aF Ft�A�k' Other Local Agencies ©yes )a No Other Regional Agencies. ©Yes No State Agencies ©Yes No Federal Agencies ❑Yes Mo C.. Zoning and planning hnfarmation 1. Does proposed action involve a planning or zoning decision? Yes Q No If Yes, indicate decision required; ® Zoning amendment Zoning variance New/revislon cf master plan n Subdivision Site plan ©Special use permit ©Resource management plan Other Page 8 of 21 2. What Is the zoning classification(s)of the site? 3. What is the maximum potential development of the site If developed as permitted by the present wing? 13-15 v-AwV 1rt61 wzs 4. What is the proposed zoning of the she7 -A—G 6iAMa%.ts $7VSrih1�15) S. What is the maximum potential development of the site If developed as permitted by the proposed zoning? a. is-the proposed action consistent with the recommended uses in adopted local land use plans? )EVes 0 No F� 7. What are the predominant land use(s)and zoning classifications within a A mile radius of proposed action? A=- G (,a�a�t�uc�ueotl� � �tEt t7 Gt�s� S. Is the proposed action compatible with adjoining/surrounding land uses with a Ya mAees n No 9. If the proposed action Is the subdivision of lend, how many lots are proposed? a. What is the minimum let size proposed? Page 9 of 21 10.Will proposed action require any authorizations)for the formation of sower or water districts? ❑YesNo 11. Will the proposed actioncreatea demand for any community provided services(recreation, education, police, fire protection? ®Yes No a. If yes, is existing capacky suff tient to handle protected demand? Q Yes No 12. Will the proposed action result in the generation of traffic significantly above present levels? ®Yesulo a. If yes: is the existing road network adequate to handle the additional traffic. ®Yes ®No D. Informational Detals Attach any additional information as may be needed to clarify your project, If theca are or may be any adverse Impacts associated with.your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the information provided above is true to the best of my knowledge, Applicant/Sponsor Name Date Signature Title If the attlon is in the Coastal Area,&W you are a State agerwy,oornplew the Coastal Assesament Foam before pmmiliep with this assmsmem. Page 10 of 21 i PART 2-PROJECT IMPACTS AND THEIR MAGNITUDE Responsibility of lead Agency General Information(Read Carefully) I In completing the forth the reviewer should be guided by the question: Have my responses and determinations been reasonable? The reviewer is not expected to be an expert environmental analyst. . I The Examples provided are to assist the reviewer by showing types of impacts and wherever possible the threshold of magnitude that would trgger a response in column 2. The examples are generally applicable throughout the State and for most situations. But;for any specific project or site other examples and/or lower thresholds may be appropriate for a Potential Large Impact response,thus requiring evaluation In Part 3. I The impacts of each project,on each ske,in each locality,will vary. Therefore,the examples are illustrative and have been offered as guidance, They do not constitute an exhaustive list of Impacts and thresholds to answer each question. I The number of examples per question does not indicate the Importance of each question. I In identifying impacts,consider long term,short term and cumulative effects, Instructions(Read carefully) a. Answer each of the 20 questions in PART 2. Answer Yes If there will be any Impact. b. Maybe answers.should be considered as Yes answere. Q If answering Yes to a question then check the appropriate box(oolumn 1 or 2)to indicate the potential size of the impact.If Impact threshold equals or exceeds any example provided,check column 2, If impact will occur but threshold is lower than example,check column 1. d. Identifying that an Impact will be potentially large(column 2)dogs not mean that It'la also necessarily significant Any large Impact must be evaluated in PART 3 to determine significance. Identifying an Impact in column 2 simply asks that it be looked at further. a. If reviewer has doubt about size of the Impact then consider the impact as potentially large and proceed to PART 3. f. If a potentially largR impact checked in column 2 can be mitigated by change(s)In the project to a small to moderate Impact,also check the Yes box in column 3. A No response Indicates that such a reduction is not possible. This must be explained in Part 3. 1 2 3 Small to Potential Can lmpaot Be Moderate Large Mitigated by Impact Impact ProjectChange Impact on Land 1, Win the Proposed Action result in a physical change to the project site? _ NO)W YES Exemplar that would apply to column 2 .d ❑ • Any construction on slopes of 160A or greater,(15 foot Yes No rise per 100 foot of length),or where the general slopes In the project area exceed 10%. • Construction on land where the depth to the water table ® ©Yes ®No Is loss than 3 feet. • Construction of paved parking area for 1,000 or more ® ❑Yes []No vehicles. • Construction on land where bedrock is exposed or © Q ®Yes ❑No generally within 3 feet of existing ground surface. Construction that will continue for more then 1.year or ® Q Yes []No involve more than one phase or stage. Excavation for mining purposes that would remove Q Yes ®No more than 1,000tons of natural material(i.e.,rock or soil)per year. Page 11 of 21 1 2 3 Small to' Potential Can Impact Be Mods" urge Mitigated by Impact Impact Project Change • Construction or expansion of a santary landfill. ❑ © []Yes ONO • Construction In a designated fbodway. ❑ ❑ ❑Yes ONO • Other Impacts: © ❑ ❑Yes ❑No 2. Will there be an effect to any unique or unusual land forms found on the site?(I.e.,cliffs,dunes,geological formations,etc.) 7rO nYES • JSppecific land forma: E3 ® ®Yes ©No Impact on Water 3. Will Proposed Action affect any water body designated as protected? (Under Articles 15,24,25 of the Environmental Conservation Law, ECL)) /ANO ' ®YES Examples that would apply to column 2 Developable area of site contain a protected water body. ❑ ® []Yes ❑Nc • Dredging more than 100 cubic yards of malarial from channel of ❑ ® ❑Yes ❑No a protected stream. • Extension of utility distribution facilities through a protected water El ® ❑Yes [3 No body. • Construction in a designated freshwater or tidal wetland. ❑ ❑ ' []Yes ❑No • Other impacts: ❑ ® Elyse [3 No 4. Will Proposed Action affect any non-protectsd existing or new body of water?- VINO ateRVINO OYES Examples that would apply to column 2 • A 10%Increase or decrease in the surface area of any body of ❑ ® ❑Yes ❑No water or more than a 10 more Increase or decrease. Construction of a body ofwater that exceeds 10mcresofsurface ❑ ❑ [:]Yes [:]No area, Other impacts: Q ❑ []Yes ONO Page 12 of 21 1 2 3 Small to Potential Can Impact 30 Moderate Large Mitigated by Impact Impact Projectchange 5. Will Proposed Action affect surface or groundwater quality or qu No OYES Examples that would apply to column 2 © ❑ ❑Yey ❑No • Proposed Action will require a disdharge permit. • Proposed Action requires use of a source of water that does not ❑ © ❑Yes []No have approval to serve proposed(project)action. • Proposed Action requires water supply from wells with greater ® ® ©Yes [:]No than 45 gallons per minute pumping capacity. • Construction or operation causing any contamination of a water ❑ ❑ ❑Yes []No supply system. • Proposed Action will adversely affect groundwater. Int ❑ []Yes ❑No • Liquid effluent will be conveyed off the site to facilities which ❑ ❑ ❑Yes ❑No presently do not exist or have inadequate capacity. • Proposed Action would use water In excess of 20,000 gallons ❑ ❑ []Yes ❑No per day. • .ProposedAction will likelycausesiltation orother discharge into ® ❑ []yes []No an existing body of water to the extent that there will be an obvious visual contrast to natural conditions. Proposed Action will require the storage of petroleum or ® ❑ ❑Yes ❑No chemical products greater than 1,100 gallons. • Proposed Action will allow residential uses in areas without © ❑ ❑Yes ❑No water and/or sewer services. • Proposed Action locates commercial and/or industrial uses © ❑ []Yes []No which may require new or expansion of existing waste treatment and/or storage facilities. • Other impacts: ® ❑ ❑Yes ❑No Page 13 of 21 r t 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change S. WHIProposed Action after drainagefloworpattems,orsurface.water runoff? 10* OYES Examples that would apply to column 2 —! ❑ ©Yes []No Proposed Action would change flood water flows L.9 Proposed Action may cause substantial erosion. ❑ ❑ ❑Yes ©No Proposed Action is incompatible with existing drainage patterns. ❑ ❑ ❑Yes ❑No • Proposed Action will allow development in a designated ❑ ❑ ❑Yes ❑No fipodway. • Other impacts: ❑ ❑ ❑Yes []No MPACTOMAIR 7. VV III P oced Action affect skQuality? ❑YES Examples that would apply to column 2 • Proposed Aotion will induce 1,000 or more vehicle trips in any ❑ ❑ []Yes []No given hour. �•yy • Proposed Action will result in the incineration of more than 1 ton ❑ ❑ ❑Yea t_f No of refuse per hour. • Emission rate of total contaminants will exceed 5 lbs.per hour ® ❑ ❑Yea ON. or a heat source producing more than 10 million BTU's per hour, Proposed Action will allow an increase in the amount of land © ❑ ❑Yes []No committed to industrial use. • Proposed Action will allow an Increase In the density of © ❑ ❑Yes ❑No industrial development within existing industrial areas. Other Impacts: ❑ ❑ ❑Yes ❑No IMPACS'ON PLANTS AND ANIMALS S. Will Proposed Action affect any threatened or endangered'species7 �qJO ❑ ID Y Examples that would apply to column 2 �—yI Reduction of one or more species listed on the New York or © ❑ []Yes ❑No Federal list,using the site,over or near the site,or found on the site. Page 14 of 21 1 2 8 Small to Potential can Impact ft Moderate Large Mitigated by Impact Impact Project Change Removal of any portion of a critical or significant wildlife habitat ❑ ❑ ❑Yes [:]No • Applicailon of pesticide or herbidde more than twice a year, ❑ ❑ ❑Yes []NO other than for agricultural purposes. f�t Other impacts: ❑ © uYas []NO g. Will Proposed Action substantially-affect non-threatened or non- endan red species? O ®YE5 Examples that would apply to column 2 Proposed Action would substantially interfere with any resident ® © ®Yes [']No or migratory fish,shellfish or wildlife species. Proposed Action requires the removal of more than 10 acras.of ® ❑ ❑Yes ©No mature forest(over 100 years of age)or other locally Important vegetation. Other impacts: © © ❑Yes ❑No IMPACT tN1AWJGLILWML LAND t2ESW1RCES 10. WillPyr posed Action affect agricultural land resources? xaZPO ❑YES Examples that would apply to column 2 The Proposed Action would saver,cross or limit access to © ❑ ❑Yes ❑No. agricultural land(includes cropland,hayfields,pasture,vineyard, orchard,etc.) • Construction activity would excavate or compact the sail profile of ❑ ❑ ®Yes ®No agricultural land, r—J • The Propoaed Action would Irreversibly convert more than 10 ❑ ❑ [3 Yes ❑No acres of agricultural land or,if located in an Agricultural District, more than 2.5 acres of agricultural land. Page 16 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • The Proposed Action would disrupt or prevent installation of ® ❑ ❑Yes []NO agricultural land management systems(e.g.,subsurface drain lines,outlet ditches,strip cropping);or emote a need for such measures(e,g.cause a farm field to drain poorly due to Increased runoff). • Other impacts: ❑ ❑ []yes []No IMPACT ON AESTHE71C RESOURCES 11. Will Proposed Action affect aesthetic resources?(If necessary,use the Visual:EAK Addendum In Section 617.20,Appendix B.) ' / `O [yes Examples the$would apply to column 2 • Proposed land uses,or project components obviously different ❑ ❑ ®Yes ❑No from or In sharp contrast to current surrounding land use patterns,whether man-made or natural. • Proposed land uses,or project components visible to users of ® ❑ ❑Yes ❑No aesthetic resources which will eliminate or significantly reduce their enjoyment of the aesthetic qualities of that resource. Project components that will result in the elimination or ® ® ®Yes ❑No significant screening of scenic views known to be Important to the area. • Other impacts: ❑ ® ®Yes []No NPACT ON HISTORIC AND ARCHAW=ICAL RESOURCES 12. Will Proposed Action Impact any site or structure of historic. preh'!1wicorpaleontologicalimportance? bzpqo ❑YES 5////ram'—pptes that would apply to column 2 • Proposed Action occurring wholly or partlalry within or ❑ ❑ ®Yes ❑No substantially contiguous to any.tad lity or site listed on the State or National Register of historic places. • Any impact to an archaeological site or fossil bed located within ❑ ❑ ❑Yes ❑No the project site. • Proposed Action will occur in an area designated as sensitive ® ❑ ®Yes L t No for archaeological sites on the NYS Site Inventory, Page 16 of 21 1 2 3 Small to polentlal Can IImpaGB0 Moderate Large d by Impact Impact Project Change © ❑ ❑ ❑ . Other impacts: Yes No IMPACT ON OPEN SPACE AND RECREATION 13, Will proposed Action affect the quantity orquality of existing or future open gppaces or recreational opportunities? 1�NO OYES Examples that would apply to column 2 ® © ®Yea []No The permanent foreclosure of a future recreational opportunity. • A major reduction of an open space Important to the community. ❑ © ❑Yes ❑No • Other impacts: ❑ ❑ Dyes []No IMPACT ON CRffICAL ENVIRONMSNTAL ARRAS 14. W01 Proposed Action impact the exceptional or unique characteristics of a critical environmental area(CEA)established purrLuarli to subdivision 6NYCRR 617.14(g)? DqNO ❑YES List the environmental characteristics that caused the designation of the CEA, i Examples that would apply to column 2 • Proposed Action to locate within the CEA? ❑ ❑. ❑Yes No • Proposed Action will result In a reduction In the quantity of the ❑ ❑ ®Yes []No resource? Proposed Action will result in a reduction In the quality of the ❑ ❑ ❑Yas []No resource? Proposed Action will impact the use,function or enjoyment of the ❑ ❑Yes ❑No resource?, Other Impacts: ❑ ❑ []Yes No Page 17 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change MPACTo TRANSPORTATION 15. Wlllers be an effect to existing transportation systems? NO AYES Examples that would apply to column 2 1•••1 Alteration of present patterns of movement of people and/or []Yes ®NO goods. Proposed Action will result in major traffic problems. ❑ ❑ []Yes ❑No Otherimpacts: ❑ ❑ ❑Yes ❑No —J RY PACT ON PNERGY 16. Will Proposed Action affect the community's,sources of fuel or energy supply? OtONO ❑YES Examples that would apply to column 2 Proposed Action will cause a greater than 6%Increase in the ❑ ❑ ❑Yea ®No use of any form of energy in the municipality. Proposed Action will require the creation or extension of an © ❑ []Yes ©No energy transmission or supply system to serve more than 50 single or two family residences or to serve a major commercial or industrial use. Other Impacts: ❑ ❑ ❑Yes ❑No NOISE•ANDODOR WACT 17. Will there be objectionable odors,noise,or vibration as a result of the Proposed Action? . ZRLO []YES . Examples,that would apply to column 2 tt—�� Blasting within 1,600 feet of a hospital,school or other sensitive © E3 Yes 1]No facility. Odors will occur routinely(more than one hour per day). © © ❑Yes ❑No • Proposed Action will produce operating noise exceeding the ❑ ❑ ❑Yas ❑No local ambient noise levels for noise outside of structures. ��11 Proposed.Actionmill remove natural barriere that would aot as a ® [3 ®Yes ❑No noise screen. t� Other impacts: © ❑ ❑Yee L9 No Page 18 of 21 1 2 g Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change 'MVACT ON PUBLIC HEALTH 18. Nil Proposed Action affect public health and safety? O ❑YES • Proposed Action may cause a risk of explosion or release of ® ® ©Yes ®Na hazardous substances(i.e.oil,pesticides,chemicals,radiation, etc.)in the event of accident or upset oondltions,or there may be a chronic low level discharge or emission. • Proposed Action may result in the burial of"hazardous wastes" ® ❑ ❑Yes []NO in any torn(i.e.toxic,poisonous,highly reactive,radioactive, Irritating,infectious,etc.) • Storage facilities for one million or more gallons of liquelled © ❑ []Yes []No natural gas or other flammable liquids. ��77 • Proposed Action may result In the excavation or other © 13 ❑Yes ❑No disturbance within 2,000 feet of a site used for the disposal of solid or hazardous waste, • Other impacts: © ❑ []Yes []NO IMPACT ON GROWTH AND CHARACTER of CommuNIIYOR NEosaw4OoD 19. Will Proposed Action affect the character of the existing community? PFO ❑ roples that would apply to column 2 --Tg �-qq� • The permanent population of the city,town or village in which the 0 ❑ oyes ❑No project is located Is likely to grow by more then 5%. -- • The municipal budget for capital expenditures or operating 13 [:J []Yes []NO services will increase by more than 5%per year as a result of this project. • Proposed Action will conflict with officially adopted plans or ❑ © Dyes ❑No goals.. Proposed Action will cause a change in the density of land use, ❑ ❑ Elyes ❑No Proposed Action will replace or eliminate existing facilities, ❑ © ©Yes ONo structures or areas of historic Importance to the community. • Development will create a demand for additional community ® © []Yes ®No services(e.g.schools,police and fire,etc.) Page 19 of 21 1 2 3 Stat to Potential Can Impart Se Moderate Imp e Mitigated by Impart act Project Change Proposed Acorn will set an important precedent for future ❑ © ®Yes EJNo projects. Proposed Action will create or eliminate employment. El © ❑Yes ❑NO ❑No Omimpacts: impac ❑ ®Yes 20. Is more,or is there likely to pe;public controversy related to potential adv@@@@@@��M�S,environment imparts? JffNQ ©YES If Any Action In Part 2 Is Identified as a Potential Large Impart orlf you Cannot Determine the Magnitude of Impact, Proceed to part 3 t Page 20 of 21 Part 3-EVALUATION OF THE IMPORTANCE OF IMPACTS Responsibility of Lead Agency Part 3 must be prepared If one or more impacts)is considered to be potentially large,even if the Impacts)may be mitigated. Instruotiorra_(If you need more space,attach additional sheets) Discuss the following for each impact identified in Column 2 of Part 2: 1, Briefly describe the impact 2, Describe(if applicable)how the impact could be mitigated or reduced to a small to moderate impact by project change(s). 3. Based on the information available,decide if it is reasonable to conclude that this Impact is important To answer the question of importance,consider. I The probability of the impact occurring 1 The duration of the impact I its Irreversibility,including permanently lost resources of value I Whether the impact can or will be controlled I The regional consequence of the impact i Its potential divergence from local needs and goals i Whether known objections to the project relate to this Impact Page 21 of 21 PROJECT ID NUMBER ENDI SEAR APPENDIX G STATE ENVIRONMENTAL QUALITY REVIEW SHORT ENVIRONMENTAL ASSESSMENT FORM for UNLISTED ACTIONS Only PART I -PROJECT INFORMATION (To be completed by Applicant or Project Sponsor) 1.APPLICANT/SPONSOR 2,PROJECT NAME At tL i8c-u L Ro P EP-TIC,6, 3.PROJECT LOCATION; Municipality County 4.PRECISE LOCATION: Street Addese and Road Intersections. Prominent landmarks etc -or provide moo 0e1�� L-4,I"I _' �T6vt0(f6 ILG ?Q. `I nc-C IlH44- kCL'YT73 --Z- S.IS PROPOSED ACTION: Dui New Expansion Modification/alteration B.DESCRIBE .PROJECT BRIEFLY: �/IrtE�(A(LL� Aso w1r�t�l- pti�Ltc- w,tittivlt�liJC1 �4c-(L.tT�-(� 7..AMOUNT OF LAND AFFECTED: Initially 1 ' 5 acres Ultimately some 8.4�.1 WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER RESTRICTIONS? PYes ❑ No B no,describe briefly: B.WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? (Choose as many as apply.) Residential 1:1 Industrial ElCommercial agriculture 11 Park I Forest Open Space Other (describe) 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (Federal, Stateor Local) Yes � If yes, list agency name and permh I approval: 11.DOES. ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? Yes v17)INO If yes, list agency name and permit / approval: 1 ASA LT OF PROPOSED ACTION WILL EXISTING PERMIT/ APPROVAL REQUIRE MODIFICATION? - es No I CERTIFY THAT Tj E INFORMATION PROVIDED ABOVE IS TRUE TO THE.6EEST OF MY KNOWLEDGE Applicant / Sponsor N m QK iJ Date: Signature_ If he action Is a Costal Area,and you are a state agency, comp he Coastal Assessment Form before proceeding with this assessment PART It- IMPACT ASSESSMENT o be completed by Lead Agency) A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR,PART 617.47 If yes,coordinate the review process and use the FULL EAF, Yes [:]No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR,PART 617.6? If NO,.a negative dectsraaon may Ee superseded by another Involved agency. Yes No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING:(Answers may be handwritten,If legible) C1. Existing air quality,surface or groundwater quality or quantity,nolae levels,existing traffic pattern,solid waste production or disposal, potential for erosion,drainage or flooding problems? Explain briefly: C2, Aesthetic,agricultural,archaeological,historic,or other natural or cultural resources;or community or neighborhood character?Explain briefly: CJ. Vegetation or fauna,fish.shellfish w wildlife species,significant habitats,or threatened or endangered species?Explain bristly: C41 A Community's existing plane or goals as officially adopted,or a change,In use or Intensity of use of lend or other natural resources?Explain odefly, C5. Growth,subsequent devebpmenL w rotated aelivities likely to be induced by the proposed actlon?Explain briefly: C6. Long term,short term;cumulative,mother affacts not Identified In C1-C6? Explain briafly: C7. Other Impacts(including changes In use of either quantity or type of ena Explain briefly: O. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA CFA? if es explain briefly: ❑ Yes ❑No E. IS THERE,OR IS THERE LIKELY TO BE CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? If es a Iain:: El Yes El No F I PART III-DETERMINATION OF SIGNIFICANCE(To be completed by Agency) INSTRUCTIONS; For each adverse effect identified above,determine whether It is substantial,large,important or otherwise significant. Each effect should be assessed in Connectionwilh Its(a)setting(i.e.urban or rural);(b)probability of occurring;(c)duration;(d)irreversibility;(e) geographic scope;and(1)magnitude. If necessary,add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed. If question d of part ii was checked yes,the determination of significance muslevaluatethe potential impact ofthe proposed action on the environmental characteristics of the CEA. Check this box if you have Identified one or more potentially large orslgni icantadvame Impacts which MAY occur.Then proceeddirecay to the FULL FAF andfw prepare a positive declaration. Check this box if you have determined,based.on the information and analysis above and any supporting documentation,that the proposed actio WILL NOT result in any significant adverse environmental impacts.AND provide, on attachments as necessary,the reasons supporting the determination. Name of Lead Agency Date Print w Type.Name of Kesponsible.Officer In LeaDgency Title of Responsible Officer gna fur—e—oTResponsi a OMcer in Lee.d Ag;n—cy Signatum of Prepamr(If different from response leo r APPLICANTS AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Le- VL✓v� being duly sworn, deposes and says that he resides at In the State of New York, and that he Is the owner of the above property, or that he Is the (The) (Specify whether Partnership or Corp.) _. which is hereby making application; that there are no existing structures or Improvements on the land which are not shown on the Site Plan; that the tide 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 some, that the plans submitted, as approved, will not be altered 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 plans submitted. 1 Signed town ) Signed (Partner to Offer and Tlde) Sworn to me this day of 19 APPLICAm AFFIDAVIT 'STATE OF NEW YORK COUNTY OF SUFFOLK LZh Ma rrl being duly sworn, deposes and says that he resides at In the state of New York, and that he Is the owner of the above property, or that he Is the V�r -of the /v F leiZrr � (Title) (Specify whether PartnershlP or Corp.) which is hereby making application; that there are no 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 dearly established and is shown on said Plan; that no part of the Plan infringes upon any duly flied pian whidl 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 altered 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 plans submitted. Signed (ow r j� Signed vl c/ (L�r�Fc-GI dartner or Corporate officer and Me, r A sworn to me this QJfot day of /�7arr Gc C CC TOT (Notary Public) Neta ew Yo« e;t: 0 i 9 ij d' om Co issi pins n TOTH Notary Pu61�f State of New York Ql"s.0.din uucksQosilnly Commission Fxpires July 28,til 1 Owner's Endorsement (To be, sl4fled if Aeant is r4t t1eOmer) SLS Of New,Yoc1 , I County of Suff01lc} i . e t MWaadM'WM9,,dq,�y worn, appose aid says: cou'*of ..�.�+� tF►e 5th of Lida, j and t acre d* the GP of the Ornited dip #rat 1 the p i �! fir';for 2ivaria c t hWe.aulhodud' Bdee herteit+. 2 4zG�+ e r ? ate✓ SWOM IQ $ �r i i �-: He ?Edit View' Toolbar 'Window Help -- — -- - -- — ---_.. 73.-2-4 473889 Southold<+ Active R/S t School Mattituck School N &L i3roperties-LP Roll Year.; 2009 Next Yr Field crops Land AV.0,800 (8850, Bridge,Ln Land Size:31.50 acres TotalAV 16,000 D Ll:Parcei79 24 .Owner �TaaBillMailingAddress 3rdRartyAddress Bank - ®L'I Assessment �� K Total 1 Owners-To oen click the=' rjid riate row" Ri ht Click tit Add), 1 5 �•;�"8pec�rsf( OwnerTypeLerimaryt esig Status: ,Er DESfY1�71VOf1 s a Images X 4 4 LastName7Campairy First Name: MP" Jt.,Sr,etc: Site[1 Res N V t Properties LP ,n Attention'ToJln'CareOf -, : Additional Address. �* StreetNor. Prefix Dir' StieetI Rural Route: St Suffix:-s.Post Dir UnitName UnitNo 200 N z FederalHwy Ste - 411 PaBoxNo City7Tom State:- -Zip Code ' Boca Raton FL 33432-2803 Countryenter if not 'USA" ' Br d rOwnership e g Life Use �Owner� Type 1 I 1 P-Primary a kr r ' x F f4 5 x � i 3 •' sit t : ` f x3 tw +t V t- { art �,In,bOX Microsoft Outlook RPS Version 4-[Own... _.� i ARCHitf{tU?E 184 main street southampton ny 11968 ph:631.2877230 fx:631.2877240 13 April 2009 Town of Southold Planning Department P.O. Box 1179 53095 Main Road Southold, New York Re: Site Plan Application 885o Bridge Lane Cutchogue, NY SCTM: 1000-73-02-04 Att: Ms.Kristy M.Winser-Senior Planner Dear Ms.Winser: As per our e-mail correspondence of April 29,2009,enclosed please find the EAF form along with the survey that you requested for the Site Plan Application for the non-public winery building located at 885o Bridge Lane, Cutchogue, NY. Please contact me with any questions or additional information that you require. My contact information is: Kirk Lehman A+M+L Architecture 184 Main Street Southampton, NY 11968 631-287-7230 phone 631-287-7240 fax kirk@aml-architecture.com ,. We appreciate your time in this matter. Sincerely, AF" 3 u 2w9 1 Kirk Lehman -- - KL/sml Enclosures �,_ PROJFCT ID NUMBER 817,29 SEOR APPENDtk C :STATE ENIVRONMENTAL QUALITY REVIEW SHORT ENVIRONMENTAL AwESSMENT FORM for IINLISTEOACTIONS Only PART i -PROJECT INFORMATION (To be completed by ptiosntor Project Sponsor) I.APPLICANT/SPONSOR 2,PROJECT NAME AtMtLtecim It2 L �o >;eTlr-f '3.PROJECT LOCATION: Maniclpailty GIIL-tGH10L-f U E 50q-r A DL-t>— County 4 PRECISE LOCATION: Street Adds s.aril! Road lntataedlons, Prominent landmarks. etc.-or vrovlde map oe'F�� e'eADL-'fA4 E/ Cik-rci{OC-1LL6 71J- Il.`I S;�,. :ne--=P' * � 6l 5> 73 -2- 5.M PROPOSED ACTION: NowQ Ellpanslon [3Motiftstbn/alteration /ci8.DESCRIBE, PROJECT ERiEFLY: . -- U �/lt�� (AtZ1D AaD l �t �- PNt3llL wtNEMAKIt1C� ,�t�ITY 7.AMOUNT OF LAND AFFECTED:: InitION 1 .5 tonre Ut 0 ately acres 8,WILL PROPOSED:ACTION COMPLI' WITH-EXISTING ZONING OR. OTNER. RESTRICTIONS? D�7 Yes ❑.No 11 no,describe briefly: S WHAT W PRESENT LAND USE IN VICINITY OFFPPROJFCT9 (Moose as many as;apply.) Reslden581 1:31nduatdal f--jodonmerctat Awculture F]P,2*1F0rest1OPs0Sp2ce Other (desoiba) iA DOES AIZnON. INVOLVE. A PERMIT APPROVAL, DR FUNDING -NOW OR ULTIMATELY FROM ANY OTHER GOVERAIMENTAL AOR46Y (Federal,. Stet's or Loran r1Yss K20146 If yes. rrst agency name and permit I approval: f1,DO.FS ANY ASPECT OF'THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? - [:JYes Nr-�IINo It yes, list agency name and permit / appm"ta • ASA BEIWLT OF PROPOSED ACTION WILL EXISTING PERMIT/ APPROVAL REQUIRE MODIFICATION?. ^^•• ° ' � ''� Ljyts kffNo 1 CERTIFY THAT IE INFORMATION PROVIDED ABOVE IS TRUE TO SrTHFazBEOF MY KyOWLEOGE Apprcant / Sponsor Ngme) Q^K- N Date:41t S natum. If,he act10WIS a OostafArea,and you are a Efate agency, APR 2��9 comp aC048t0l;AssessmOnt ForlTI before proceeding With this assessment PART 11- IMPAGT,ASSESSMENT fro be cohvillood 0 Y Lead Agency) , A.Dt—O—EtS ACTION EXCEED ANY TYPE ITHRESHOLIIIN 6 NYCRR,PART 517,47 II"yes,coordinate-the review pNreas and use the FULL EAR 1..1 Y9a No-. S. WILL ACTION RECE}VE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN G NYCRR,PART 817.87 If No,.a'negativa Aeelaregonm8y pa saporseaed by another tavoNad agency. Yea No C. COULDAOT'IONRESULT IN ANY ADVERSE EFFECYS ASSOCIATED:WITH THE FOLLOWING:(Answers may beh"wousn,I legible) Cl.Exlgft air qua*.surtaceorgrouadweter quality orguantlty.nolle levee,existim traffic pattern,solid wage production«disposal,: rroreroefon.drakia ar problems4:E>sPlanbdehy:. ,. C2.Aestla7itC; 9rjIXr1laral,arelraePiegicaL htaiMk,or cdierlaturat ortulwral rosourcea:ar oohlmunAy or Ireighbonlded cbaracter`t EvtPlain I;de ". C3. tatforia,fOuM,flish.�+� _,f(aspebks,significant IW01s,orthtearertfid or ham. sper 4s?Explain b s4 nsaamwalty's oliniolptarsortioau adopiee:Cra dlmnga Huse or lowsqy'lRuss or IM oroitweastara4rs8ou cae7 (S5. a ent`B4s edt.AY.,, - . .11kelY' be bMuced b a'¢6 ( ptahl b ':. CB.L tede,:atlohtaft drodiel`eeecbs net leandfhdin .1.057 Explajn•tflleay;. GT.' ardad' - a M uaa V,-q.; ar ens , b fl 0. WIL I ,WAN.I G`f.6"T-W Ebl:]�IROWENTAL CHARACTIzitIS1'IOS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL MENTAIL :Q Yas M No ... E. IS THERE,on isT IJ Y'A t IAM)110 POTENTIAL ADVERSE RME2tW.8NTAL MPACTSI.If lo,.k' ❑Yes ❑No PART, -DE?ER MiNA71RN01=8.I1dk11F1 1NG ,(TO baeolndetedGYAQandY) MSTR5I&nON$t ForeaetrRtivsraee9eetId inawhether it is Substantial.la(g¢Ilaportantor gtbarwiseglgni6pnk Each etfagoa ld bo-a4,ae§Sr1 ltI OW R*0,o6thl I VA I h Mie)d rng(Le,urt, or I'( pmbab'dity aCoocurring,(e)dumfion (13)"revereibility;(eJ. =:E�3Bptaphlc aed1?el,anSl unojn�ud� R naoesaery,slid aaachmants or re)erende:suppocdng ter is. Ensure Utat exp#stua i ,Rcor"n cfentdetaildbahoW�tell have been Identifjed andddeAuate addressed. IftSI'@ggondofp'attkWaset"ad, yea.tbatlptarlarfatipljpftific'atic$mUaCelrata 1hflpolarttiaPilrlpactofi{repr9P45edaogaboirttra ataZrcanlfielt�lehaJactedsUrsoflha�l+. Cheo7citdstaPx d1'�+lwveidg!tittledaremnmre Potentlally4argagrslgnHfeah[adwen=aimpacta WlltctlMAY occur:Theri proeead9irecegt6 itiafUL EAf andtor pmpa5e appsdhe dederaflpn, Cheek 1hM11gx.iiyouhaaro 4starfilned,:bassd.on Wakltormatlon and:analysis above and any supportlhg doeomentalton,that the proposed arboro WILL Not result.br aAY signri5oant adverse OnAmmmmital impacts AND provide;on attachments as necessary,the reasons suppor"1h detethtitadaa. Name of LAWAgerlcy Date Print,orTyptNar"s : ;. cy Tide of asponsiolaOlfitar . .Wm4f ResporigHle Officer. ;.Lead Agency Slonatureo repararf omrespons tit FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 3, 2009 TO: N & L Properties, LP C/O AML Architecture 184 Main Street Southampton, NY 11968 Please take notice that your application dated March 26, 2009 For permit to construct Winery Building_ Location of property: 8850 Bridge Lane Cutchog_ue County Tax Map No. 1000 - Section 95 Block 1 Lot 5_2 Is returned herewith and disapproved on the following grounds: The proposed construction is a permitted use on this 31.50 acre lot located in the AC & R-80 zones. Pursuant to Article III Section 280-13 (A) (4d) the proposed use requires site plan approval from the Southold Town Planning Board. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 3, 2009 TO: N & L Properties, LP C/O AML Architecture 184 Main Street Southampton, NY 11968 Please take notice that your application dated March 26, 2009 For permit to construct Winery Building_ Location of property: 8850 Bridle Lane Cutchogue County Tax Map No. 1000 - Section 73 Block 2 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed construction is a permitted use on this 31.50 acre lot located in the AC & R-80 zones. Pursuant to Article III. Section 280-13 (A) (4d) the proposed use requires site plan approval from the Southold Town Planning Board. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board TOWN OF SOUTHOLD BUILDING ZERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUT'HOLD,NY 11971 4 sets of Building Pians TEL: (631) 765-1802 Planning Board approval FA:$4(631) 765-9502 Survey Southolffown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees fst Flood Permit Examin ,20— En Stomt-Water AssessmentForm Contact: Approved 20Mail to: Bin L Rr-b ��t�LC6 eDisapproved a/c A��} rl�llh �i )tT1fYtA(f)pflPhone: 1 (O O Expiration ,20_ ;3 1 Building Inspector APPLICATION FOR BUILDING PERMIT Date-31-2(0 20QCJ_ INSTRUCTIONS T a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months: Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building.Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,'ordinances,building code, housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signalua of plicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of o er of premises N£-1=rbC0S , LP (As on the tax roll or latest deed) Tfsnnlirantienrnrnnratinn State existing use and occupancy of premises and inte`n�dAd use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy: V Nature of work(check which applicable):New Building �!< Addition Alteration Repair Removal Demolition Other Work (Descnpfi ) Estimated Cost oC'n :I ,Fee'i I (To be paid on filing this pIication) If dwelling, number of dwelling u t Number of dwelling units on each floor 1J If garage, number of cars If business, commercial or mixed occupany, specify nature and extent of jach type of use. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entre new construction: Front (�)a Rear �C3 Depth � 4 L / Height 34 / Number of Stories 1 o v Size of lot: Front 1 37- ear Ib q / Depth \4� / 0. Date of Purchase Name of Former Owner 1. Zone or use district in which premises are situated A_ —c .2. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES_NO/n�Will excess fill be removed from pr ses? YES NO. 1acoN nal Fi �y p 14. Names of Owner of premises N� L CtiS Address S I I Phone No.s§G I Sop 3ro� Name of Architect RML.PQ ChI PC,� f lr Address ice . �, Phone No F 3\ a9 7 & Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NW YORK) S: COiJNTY'O` &4� Xl\V/t't C 1,j2-� (kit, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the FOL+0t1-2 (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworrn4r�o before me this QQ CAO day of Yg6t tck 20 0 TOTH Ndary t�i�St eW Notary Public Cuai .01 n 8 i 8 n ignature of Applicant Commission Expires my 28,2 • TOWN of SOUTHOLD OFFICE OF BUILDING INSPECTOR Town Hall Receipt NO. 75850 Southold, New York 11971 pQ Receivedof._......._..12 "*-"-_.�K.C.4,.�?.�.%�l.s..,.e.................._.............. ......_._................_7.......Nc._::l�Y.....__.........._..._.._......_._._._...._..................._._......._......._.....__._......................_........_..../100 Dollars For................ ......... ........................._........._._........_. Fee for Fee for Fee for Fee for Certificate ❑ Sign ❑ Flood Development Pmt. ❑ Building Permit ❑ of Occupancy a-- � ❑ Cash @--6'eck $.._.........._ �. .�U .........._...._... ..._............_......._...._.......................................!!."._............._._._............... Building Department TOWN OF SOUTHOLD • BUILDIN)AERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT u have or need the following,before applying? TOWN HALL SOUTHOLD,NY 11971 Board of Health TEL: (631) 765-1802 4 sets of Building Plans FAX;(631) 765-9502 Planning Board approval SoutholdTown.NorthFork.net PERMIT NO. Survey Check Septic Foim N.Y.S.D.E.C. Trustees Examined 20_ D EC ED (�// (2 Flood Permit VE LS D Storm-Water Assessment Form Contact: Approved 20_ LIAR 26 $1nL RKQ,h'F r �laf� Mail to: Disapproved a/c 1n k5F, RX DEPT. AS± TOWN OF SOUTHOLD Phone: Expiration 20_ C3 p7 7p� Building Inspector APPLICATION FOR BUILDING PERMIT Date 3 O , 20� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months: Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. *(Signaeplicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder co T4 Name of owner of premises-N J= C}e �P (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of d on which proposed work will be done: gS� a c -m 9RU& House Number Q Street Hahilet County Tax Map No. 1000 Section 73 Block a Lot Subdivision Filed Map No. Lot ;. State existing use and occupancy of premises and intendadd use and occupancy of proposed construction: �a. Existing use and occupancy ryo�' "Jl` 1 b. Intended use and occupancy V l CSP \ CJt t i)bi nE)— MA, 1 i. Nature of work (check which applicable): New Building �!< Addition Alteration Repair Removal Demolition Other Work (Description) 1. Estimated Cost $r'co 10(" Fee' ' (To be paid on filing this plication) i. If dwelling, number of dwelling t NNumber of dwelling units on each floor N If garage, number of cars i\1 6. If business, commercial or mixed occupani y, specify nature and extent of each type of use. s ' 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories I ' I 8. Dimensions of enre new construction: Front �D� I Rear �o 3 Depth 14t ' l / Height 34 / Number of Stories 1 ey 9. Size of lot: Front 3�� '_Rear I�S�-9 / Depth S4oa / 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated A —C� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES_NO,�Will excess fill be removed fromfrw r ises? YES_NOy lacoNmy 14. Names of Owner of premises Nth— CSS Address 5 I I Phone No.")G 1369 (3 '0 Name of Architect RTY)L PQ&E+ CSI' (k r Addressj�� Phone No a9 7 19, Name of Contractor Address Phone No. 115 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY 'OL �r 11 V k (✓ �[J[ AWL VL� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)) above named, (S)He is the jGtti�ry 2 (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo o before me this D (D day of ✓ L4--c20 Y C C�t� Notary PuM C19 TOTH pw l Notary Public Qua U1 ignature of Applicant Commission Expires July 28, FOR INTERNAL USE ONLY • SITE PLAN USE DETERMINATION Initial Determination Date:_, �nn Date Sent: / �7 /� Project Name: NAL Tropevli"e5 L // Project Address: ,(tri �2 LA, &YCh_paj t e Suffolk County Tax Map No.:1000- - 02 - Zoning District f/0 �1 71110 Request: GV i✓14w (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is perms ed:o$/,57Z) Q A". Waxu 6� InitialilIpetermipAon as to WM ePi r site,plin is required:( f�yec . pp-�3Wjlc)) May Signature of Building Inspector Planning rtment P.D. Referr l: P.D. Date eceroed: / / Date of Comment: Gt r �rJ ircr ,yr �o rye lrn n� L Os-P Signature of Planning Dept. Staff Reviewer Final Determination Date: I / Decision: Siqnature of Building Inspector ^ JY FOR INTERNAL USE ONLY • i c P� SITE PLAN USE DETERMINATION to Initial Determination Dater/ /' 1�4. Date Sent: 1 7 /q Project Name: /J Project Address: >Qri d'2 L/l_, eali-koq tx-.e Suffolk County Tax Map No.:1000- ° 3 - 02 Zoning District Request: id l a tw �&4 (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is perms ed:o`'/ 5v axitu. W ✓� rnct X11✓ t4e ;� - 'r D n ' Som Initial etermianon as to wh fie site, 4n is required:((/LY . ,� (J-/ (A�(�d) ILL 9:z Signature of Building Inspector Planning gelpartment (P.D.) Referr l: P.D. DateEecei ev d: Date of Comment:—/—/— Comments: omment: / /Comments: - - Signature of Planning Dept. Staff Reviewer Final Determination Date: Decision: Signature of Building Inspector Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold 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. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 73- PROJECT NAME The Application has been submitted to (check appropriate response): Town Board Planning Board Building Dept. 13 Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity, agency regulation,land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: Nature and extent of action: Iw)s�t cnl�{ G2Ar�fz.l�p2s�1 i.� � �P—�U�P'��Fh-z�D rim, '/s Location of action: G{A C cN oC�in F Site acreage: 10:1 Present land use:N.i g-p Present zoning classification: A—C, 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: y.I �Y{y6ple�Zt(C15; _ L� (b)AMailing address: 7pD �rt�,� p � 16tl/� u,tE 4l Y6GLk �4'[of.� �✓t7t i 'J�'T �t� (c) Telephone number: Area Code(�iri 308 — 004— (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 to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. 54 Yes [—] No F-1 Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria E Yes E No 4 Not Applicable 6 _ - iai 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 0 Yes Q Nog 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 11 Yes 0 No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section HI —Policies Pages 16 through 21 for evaluation criteria y� Yes 0 No 0 Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. Yes D No Not Applicable 31 �r �c x W 11 1 — 1n b Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. © Yes D NoNot Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ Nod Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III — Policies; Pages 38 through 46 for evaluation criteria. 0 Yes❑ NoNot Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's •er-dependent uses and promote site of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ NoNot 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. yYes ❑ No❑ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Seeccttiion III—Policies; Pages 65 through 68 for evaluation criteria. VP Ly Yes [:1No [3 Not Applicable v PREPARED BY TITLE DATE Amended on 811/05 s� •LASER FICHE FORM • Planning Board Site Plans and Amended Site Plans SPRe Type: Approved Project Type: Site Plans Status: Final - Pending Inspection SCTM # : 1000 - 73.-24 Project Name: N & L Properties, LP Address: 8850 Bridge Lane, Cutchoque Hamlet: Cutchogue Applicant Name: N & L Properties, LP Owner Name: N & L Properties, LP Zone 1: A-C Approval Date: 9/14/2009 OPTIONAL ADDITIONAL INFORMATION A date indicates that we have received the related information End SP Date: 9/16/2009 Zone 2: R-80 Zone 3: Location: located on the north side of Bridge Lane, at the intersection of Oregon Road, in Cutchoque SC Filing Date: Cand R's : Home Assoc: R and M Agreement: ,LaJ [Recor:ds 2 5 20u- SCAN Date: Managerrteiit ls�,\yp Eµ «A"wl"' ------------------ 03',4G E ---\ /e/9JPFobN / q�A sy.` 1 To' /.r V� ONLY or , °S°O`S.F I I / SCALE Y' = 30 \ \ �-N,, \� x/�ioocxBOB Fc + \ \ a \ vO S�N'A,1pe N6 M- +,° +� / c•"" /% / +� / I / `\ \ / `°s. \ ¢p F `' && _N TpyO'10 d✓ ro "°RN ' / / I _ .y / / \ ,r+ +� Of, \ `\ +`v //// / +e +* +• • 1 yT, \ � '"ys"r t 111 R d�l I SCALE 1" = 30' \ +b SURVEY OF �° F --- - N 8 L PROPERTIES vP - \ ' �s � o° `\ $ + o SITUATED AT '' +S, \ ----- CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ` \$ \\ \\\\ % S.C. TAX No. 1000-73-02-04 SCALE 1 "= 100' \ FEBRUARY 10, 1999 � 3 \ FEBRUARY 25, 1999 SET CONC MONUMENTS DECEMBER 15, 1999 ADDED TOPOGRAPHY MAY 11 , 2007 UPDATE SURVEY ;• \� ++, \ + \ \ \ AREA = 7,353,536.00 sq. ft. \ vq\ \\ +s I (TO TIE LINE) 31 .073 CO. \ G ` F° 9 \ CERTIFIED T0. CHICAGO TITLE INSURANCE COMPANY +roj;P' + I +,rr• ,��'" N & L PROPERTIES, LP PBOmcRAuuErnv ex e„ I'��_/ I \ I I +` e YIo11tYa PLnmmete reLruap 23, 16ea +u Fpo PREPARED IN ACCORDANCE WITH THE MINIMUM ELEVATIONS ARE REFERENCED TO U.S.C. k G.S. TOPOGRAPHICAL MAP, MARITUCK HILLS QUADRANGLE STANDARDS FOR TITLE SURVEYS AS ESTA6LISHED EXISTING ELEVATIONS ARE SHOWN THUS xwa \ 'r DY THE LI A LS. AND APPROVED AND ADOPTED - FOR SUCH USE BY THE NEW YO LAND - EXISTING CONTOUR LINES ARE SHOWN THUS: ----CI---- TRLE ASSOCIATION \ \ Nlu EpF NE4y), II , * Q _ eP Iva , TCFii. 50461 S� No. 50467 "'s�3\ q SoO UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF TA °j + X Nathan Taft Corwin III EDUN ]3°9 °F THE NEW YORK STATE CA �° SECTION 7 uw Land Surveyor COPIES or SURMAP NOT BEARING Y THE LAND SURVEYOR'S EYOR'S'S INKED SEAL OR EMBOSSED SEAL SHALL NOT RE CONSIDERED \ TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY DOE 5r,, s - SObdNi51a05 - Site PIa,1 - CNS,LoOI/ Ctt00 La I IS PREPARED, AND ON HIS BEHALF TO THE Y Y TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE727-2090 631 Fax (631)727-1727 To THE ASSIGNEES of THE LENDING INSTI- TUTION CERTIFICATIONS ARE NOT TRANSFERABLE OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 322 ROANOKE AVENUE PO Box 1931 ANO/OR EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 ANY, NOT SHOWN ARE NOT GUARANTEED. 99-141P' ..— � ' heri>a - r�`a v. ,k �,..j` 3• <�; .,. to -�...' :i� S `° 's' 5ry 1 05 JF •�i i4 :. . _ ,+. ✓t.�.'f}i'.:.' ., •,,�^ • • '^• ;, ;� 11 _ � IIr �h h ' �� II ��i111 �I��III� I� � � ������ ROPOSED VIEW FROM BRIDGE LANE p r t s� f a � , - _ .. to • " .ihe iY'14 k . - KEY 1-VIEW NORTH ALONG BRIDGE LONE 2-VIEW OF PROPOSED ACCESS ROAD FROM BRIDGE LANE 3-VIEW SOUTH ALONG BRIDGE LANE 71 90 4 -AE CRAMIL VIM OF SITE LOOKNG SOUTHWEST OFF 0 FF, y .a -r•. � v . .. A' 5 PANORAMIC VI EW OF SITE LOOKNG EAST I a x T � 1•I � Y BR13DGE LANE �d TM e.'FS• i 3' � __ 4y� EXISTING BUILDINGS EXISTING BARN EXISTING BUILDINGS PROPOSED SITE PLAN SITE PHOTOS A + M + L ARCHITECTURE 184 P�.T�AIN S T REE 1 vis-)t.! T I-SAM PTON NE'tN ` ORI( 11968 PROPOSED WINERY FC R N&L PROPERTIES 8850 BRIDGE ILANE CUTCF � OGUE NEWYORK 2 AI�'I�IL 2CC�9 Q + M + L ARCHITECTURE 184 MAIN STREET SOUTHAMPTON NEW YORK 11968 PROPOSED WINE MAKING FACILITY FOR N & L PROPERTIES 8850 BRIDGE LANE CUTCHOGUE NEW YORK 2 APRIL 2009 � L DWG42 5.1 �M X , x . 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TO COARSE SAND SW O"mU eANt GUAGFm.uD ( - -- - - • ` - � ry OPEN F I E L D 6.0 sEwEnwDAVDuuG % z - _ zR, - _. - rxx. mnEs- `� F`ti BROWN SANDY CLAY CL rvEwwM,mwmR -� %43 use RESIDORILLVACAXIIAND/%*+ 5 FCO T a PALE BROWN FINE �_ TO COARSE SAND SW scRM,DmTsxzs :' J' __ - - - - - _ _ P-LC EONERIJ xx 25sWEE QXT- - __ _ _ ' .I `•j 2009 . i o vri xnomA x 23.0' OvertalrLirY x+LTWw _ __ EXISRM6-FRAMFGMFI.GE - _ - v..< _.- v' I e x➢NEAS " - 0 COMMENTS:NO WATER ENCOUNTERED - .M, - - % - B3950TT.HNGf£$TORY- ' _, :i zv :� OwN0.WALhR pLZ] _ - +^`yvnVGocYic a N _ wKPIUGEIME 5[FMF10MriZ.11 %DR t - ..- -_ SRAM I..DWMli 95W CNOIWDEm,IF35 t.un amu.. -nN'Tm EKISIIN.GMVEL ouvEw - _FI _ - mxEAc use 1FANONREIDENA .Pe W WAMnuOW`ORHOWGL wvnw aoGUEmmss ROUWNECFNFIIF.m1POl R _ _ REA IMI EQUI NMECONTII ARM) _ 3 - _ usE tvAMRv X U5=11 EQUIFMIO RFMIN -�RxG _ - a /a3. M51°FMILL YO 4 33 z FS ORANCE x' % i MENJ�1 NISTxP Di ssD Y i�i NASNxP wn w xnm -R_ ' ®• N/sm xwR uaR %"' =BRIDGE x LANE sA xFw q E%ISRNG FRAME BARN IXISRINGSHE° - F R•,�„ 2 e 0_ / X � R,x z.0 r w / x� 3,490 SQ.H EINGLE STORY 100 SQ.FT.SINGLE STORY ,-•n^ SCIMf:,CCo-nt3s ¢ g SRMf,mORV WOWATERORSAN- NO WATER OR IAN-RY '^ sCiMtw06rz+,E x°XEAL _ MNEW a DWNORU.wNEe,,O LLC DWNERlX0.MRSANDUUMKWN®Y G.El[EN°GE4NEV � torso DR[(AxM1DI° sRMhtW}wx51] � saAh l6DNli6 sRMF� sRM e ooXEnKNUL.Ar Q P➢9OM5w x°MAZ zONLA{ zoxeA4 .DWWOOWl Use RER.N.FLL51lII CUIOIWDEmnSX 20NEAL """ssD'""'®° SITE PLAN EXISTING SERVICE AREA- M16IDEMILLVAC.MW'D Z UR, .I.OFmUMOW �e F➢WRRLIIAEGP OWNEI[MGM4L ASR OMNNFR:NARIEMUAWXDX OR`.`E O °RKRUK " USE IAF RAMILYR61°ENII.LL/ °0. OFMEM Nf 5 ,.u1 R NSKRIOGFIANE °M drawing scale 1"=loo' NO PROPOSED CHANGES o ODOIWDE,MIrtS mraWUEmnR55 wool: m"u' EMN"W°�m e LLSE'1FAMILYRESIDFMV.L UR IFFMILYPOCRITULOf USE IFAMILY RSI°EMIAL USE'l FRM4YR60LNML O PROPERTY LINE SITE DATA SURVEY INFORMATION PROVIDED BY: ROOF&HARDSURFACE AREA- GRAVEL AREA.(ACCESS DRIVEWAYS), RAINFALL CALCULATIONS FOR DRYWELLS: RAINFALL CALCULATIONS FOR DRYWELLS: ---------------------- ---------_ AI 00 AREA: 45'X66 = ,57 S R AREA: = SQ.FT. ___--__ GAVEL AR _____________________ PROPOSED WELL LOCATION ______ ------- o NATHAN TAFT CORWIN I (RUNOFF ___________-__ - I"IA I I MAIN ROOF EA: 1 SQ.FT. __ - m (FOR DOMESTIC WATER-BUILDING 23,4005Q.FT.%0.166(2"RAINFALQ X0.6 RU _____-_- - 9,57 x.l INF ---- w G , i NEW GRAVEL GRASSAREA LAND SURVEYOR OSQ.FT. 66(2°RA RAINFALL) REQUIRED o ONLY)-4"PVC WELL CASING WITH COEFFICIENT)=2,330 CU.PT.-REQOIRle a SERVICE DRIVEWAY FOR `�j NO IRRIGATION 1,588 CU.FT.�SO SQ.FT.(AREA OF 8'FD DRVWELL)_ _ T jJ - - ul 4 N - 2 m _ - - - STAINLESS STEEL SCREEN&STA-RITE Tm.suM,e-s.em'.yw, - sa.rvora - mnewn=n Lywl O TOp 16Y, �- N Qm 0 i LOADING DOCK STAINLESS STEEL 1.5 HP PUMP 31.7 VERTICAL FEET OF DRVWELL REQUIRED 2,330 cu.FLJ 789Q.FT.(AREA OF IOD DRVWELL)_ ----------------- _ OF _ _ _ m°NE IEst)ln-xm° F",(EM)izT-nn O VERTICAL FEET OF 13RYWELL REQUIRED T�M 4ryy Gry4 78 B2Op Z - E S , -------_---_-_--_---- _ PROVIDED WELL-X TROL-WXBSO tea,K•,�Ar nnLUG,wDgm' USE 4 $'O%8'DEEP DRYWEF R- - ---- - ¢ TRACTOR // STORAGE TANK-22O GALLON 1600 CU.FT. PeovlDm s/ _� - TURNAROUND DRIVEWAY LP- UR .N- lE 11 P.O.Ned Inst - DRIVEWAY LP' 4TfRgN w AREA TYPICAL AT[4) W R ERVICELLINEN G CAPACITY LOCATED IN BUILDING. RMRxDU xw,Yo,R tool Rvnllmtl,xzR rnem-mes USE 4 10'0 X S'DEEP DRYWELIS-2,500 CU.FT:aRawoeo -- - TYPICAL AT(4) f GRASS AREA - LP-10'4 X 8'DE P WITH / w MAY H, z°DT UPDATE SURREY CANOPY ROOF AREA' 6OO 5^,.FT. ¢Qrr NO IRRIGATION CONCRETE _Q "., TRAFFIC BEA 1AG DOME / ,,, 512.0'PROPERTY LINE 600 SQ.FT.X.166(2°RAINFALL)=100 CU.FT.REQUIRED +r O -FITCXTOGRATE_ 4 ° RETAINING WALL , COVER,. IRON_ / 700 CU.FT.�SO SQ.FT.(AREA OF 8'4 DRVWELL)_ m1uL w l �` GRAF ATGIUDE, W/ Q r STANDARD NOTES: SITE&BUILDING INFORMATION: 2 VERTICAL FEET OF DRVWELL REQUIRED DLT-1 _ - ROOF - _' _TVPI LAT(4)FOUR Z ,� Q� O. STORMWATER 1P 8� - -- /- W TOTAL LOT AREA=1,353,536 SQ.FT: 31.07 ACRES USE(1)8'4 X 4'DEEP DRVWELL=200 CU.FT:Paomom CONTACT THE ENGINEERING INSPECTOR(765-1560)AT CONTAINMEN 1 1 CON ETERAMPDOWNTO 1538'}. NEW GRAVEL W DE��dd O rc TOTAL GRAPE CROP AREA=887,875 SQ.FT:20.38 ACRES LEAST 24 HOURS PRIOR TO START OF ANY WORK,WORK - - ONLY ?'� _ G ELDRIVEWAV = TOTAL OPEN AREA=46S,6615Q.FT:10.69 ACRES -- SIDE YARD SETBACK PARKI GARS ROD, OF - - ELE.OI.-5-t" O d R PERFORMED WITHOUT INSPECTION SHALL BE CERTIFIED _ -. '^ CROP COVERAGE PERCENTAGE=65%CROP COVERAGE LOADING DOCK RAMP: 920_Q.FT. _ 4 ACES TO THE ENGINEER'S SARISFACTION AT APPLICANT T_1 - _ \ - - - - 920 SQ.FT.X.166 2"RAINFALL =153 CU.FT:REQUIRED D _ _ / ) ( ) EXPENSE. EXISTING ST RUCTURES=4,429 SQ.FT.(FOOTPRINT) _ _ _p_ - - -- - I - TRUCK - - 1�-'D-D f LT-1 _ _ _ �` RAISED TOAD G ROOF PROPOSED STRUCTURE-8,635 SQ.FT.(FOOTPRINT) 152.7 CU.FT./50 SQ.FT.(AREA OF 8'0 DRVWELL)_ - TURNAROUND - - -- - -' CONCRETE CI GRA ELE:SS. f -W TOTAL FOOTPRINT COVERAGE=13,064 SQ.FT. 3 VERTICAL FEET OF DRVWELL REQUIRED COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS, _ _. - - __ ----__ AREA,W H -. - 61.0 =TORMWATERALL AREA -- - LOADING RAMP ��LL LT-3 DUMWOOD EER WITH ✓ GRADE,BUILDINGUTILITIES PROIA E RISE INSTALLEDUTILITY BELOW - -' � :61.5 srovnwATER � R'R CANOP• / PROPOSED CONTMNMEN PROPOSED STRUCTURE TOTAL AREA WITH MEZZANINE= USE(1)8'4 X 4'DEEP DRVWELL=200 CU.FT.-Peowom O P OF RAMP PITCH oNDLwME 4' E� WOOD ENCLOSURE + GRADE,PROVIDE APPROIATE RISERS AT UTILITY POLES ___ -----LLLS - n - .� - ONLY 9,6355Q.Fr. ,_--_ - - `_� 'DEEP' TOTAL AREA OF ALL BUILDING SQ.FT:1¢.06¢SQ.FT. - DRIVEWAY LP- _ -rtT-2- -LT- L ' ELE:163.0-F I � / 1$.O'TYP / OF_3 (INCLUDES ALL BUILDINGS ON PROPERTY) I 10'_0^ L TYPICAL AT(4) 61 } `OOT LOT COVERAGE PERCENTAGE=O.9%LOT COVERAGE o P86P�0_S� r - _ i, rf �' T J I! L -2 PROPOSED PROCESS _ e LT-1_ / c�. t_ LT-1 l- NEW RAVEL / __ _____ _ vI WASTE SYSTEM / 12p861 I = F -�- �t Y I 1200 GALLON AREA SITE LIGHTING INFORMATION: GAREA `$'DEEP ! OR OSEDfB IL G ,635+�- p 110. ROOF 45 ACES ROOF i� - L - SEPTIC TANK PANSION _ _1_ (S'O X4'LIQUID DEP H) yA�{X LT-1: ARCHITECTURAL AREA LIGHTING-MITRE-M4 ESTABLISHED EDGE ELE:63.0 ---# i / I \,', BOLLARD-'FULL CUTOFF'UNIT WITH 26 WATT4 PIN ---OF-CROP LINE- I -O° I I T-2 COMPACT FLOURESCENT LAMP. PROTECT ALL I STEPS AT ENTRY F.F.EL#63.01 I t ,� CALCULATIONS FOR SANITARY SYSTEM(OF-1): CALCULATIONS FOR LT-1 _ I! /�I1FINESTORAGE i %'��'' PROCESS WASTE SYSTEMS(OF-2&OF-3): STING LRQP-- - , - o l@@�I = 15.0' ' ♦ :' LT-2: ARCHITECTURAL AREA LIGHTING-MITRE-M3 FIELDS nnj❑❑❑❑❑❑❑❑❑❑❑�Q •INE• KING IN_ ii I I t __r _l __ ______ ET,T _- �LJu❑❑❑❑❑❑❑❑❑❑Lw_IlY_i LT- H'- _- r�� -x-I f--'� � "'1 'FULL CUTOFF'WALL UNIT WITH 26 WATT PIN GENERAL INDUSTRIAL AIN LOAD:0.04 8,63SF TYPICAL WINE INDUSTRY HISTORICAL WATER USE DATA T ( 't COMPACT FLOURESCENT LAMP. PROPOSED BUILDING MAIN LEVEL=8,635 SQ.FT. U I! ^`j ®d ®1 b ®1® - lull ` ��) I WINERY PRODUCTION OD 6,000 CASES/YEAR PROPOSED WINERY FOR u 5,635sF X 0.04 GPD/SF=345 GPD B&L PROPERTY _ ❑ LI-1 LT-1 ! I! I I I LT-3: ARCHITECTURAL AREA LIGHTING-UGS'FULLV X 2.35 GAL PER CASE=14,280 WINE GALLON I I STRAINER'•- ) 1 / _ ❑ v ® ®® ®® PROPOSED MEZZANINE SECOND LEVEL,STORAGE ANNUAL WATER USE AT 25 GAL PER CASE X 8850 BRIDGE LANE j ❑LT-1 CONCRETE ACCESS b d c- TRAP - SHIELDED'PENDANT LIGHT WITH 42 WATT 4 PIN =500 SQ.FT:NO ADDITIONAL LOAD PER 6,000 CASES=150,000 GAL.PER YEAREl CUTCHOGUE,NEW YORK 1193$ RAMP AND RAILING I . b b ,N, ® �® ®® ® o® I LEACHING POOL' /F COMPACT FLOURESCENT LAMP. _ _ . - ❑ ® ®® ®� �� _ 10'4 X 12'J MEMORANDUM 22 - S.C.T.M. #1000-73-02-04 ` I PROPOSED MEZZANINE SECOND LEVEL,NON MEDICAL WATER 15,000 GAL. MAX.MONTH:0.12X150,000 I PRECAST CONCRETE - 62,0 I � CRAP-FA J EFFECTIVE DEPTH - Ri DSURFACE ❑ /' �1___-_ ----- LT-2-2 - - ELE:61.0 OFFICE=5005Q.FT. FOR 26-DAY WORK MONTH(DAILY MAX.FLOW): - - ❑ `8'DEEP/ PARKING CALCULATIONS: 500 SF X 0.06 GPD SF=30 GPO AT HANDI-CAP PARKING I ! G LCOL SYSTEM�� +PROPOSED 1$,000 26=693 GAL/DAY / -f- ,ROP PROPOSED = _ SPACE ROOF ELE:61.0 11WITH WOOD +Sp, I p STRAINER TRAP BUILDING-NO 524,0• GROSS FLOOR AREA: EXISTING BARN= SQ.FT. TOTAL PROPERTY LOAD= NEW GRAVEL ❑ SECONDARY UNDERGROUND PROPOSED) E CLOSURE KI. CONCRETE STEPS - I I I , I .4P '^ BASEMEN I SIDE YARD 5 WINE MAKING: 5,450 SQ.FT. 3,¢9OSFXO.D4 GPD/SF=I4O GPD 75%OF LOAD AT OUTFALL-2=S2OGP0 \T PARKING AREA ❑ ELECTRIC SERVICE FEEDERS _ib , O 1 2� AT ENTRY DOOR '_ 'I---. 1200 GALLON ! ROOF ETBACK -Prtd iO GRA ` 0 8SPACES �, Si; ry SP / w SEPTIC TANK 1� WINE STORAGE:4,1755Q.FT. InIULLLLzm - ❑ D %%/x 2' I ILp-8�' STORMWATER EXISTING GARAGE=839 SQ.FT. 2S%OF LOAD AT OUTFALL-3=173GPD DRAWING DATE LT-1 _ _ �y� t ��XI I (8'4%4'LIQUIp DEPTH) `8'DEEPJ CONTAINMENT WINE MAKING:54505Q.FT.�IPARKING SPACE PER 8395F X 0.04 GPD/SF=: GPD 11.200 j DRIVEWAY LP -'' (7+1 H.C.) ❑ TEST HOLE 410 Y/ '/ ( ) ( ) TYPICAL AT{4) ❑ - JJ �1 1200 GALLON j x' ONLY-TYPICAL 500 SQ.FT.OF G.F.A. LIGHT INDUSTRIAL USE SEPTIC TANK=- USE OUTFALL-2 FOR DESIGN CRITERIA - - - ❑ O ,; LOCATION _- _- / \ \ =11 PARKING SPACES EXISTING SHED=100 =4 G TOTAL LOAD=520 GPD ISSUE PATE I SEPTIC TANK _ / � IOOSFXO.O4 GPD/SF=4GPD ELEVATION=60.0 %- Y `. 8'4 X 4'LIQUID DEPTH / / 520 GPD X 2 DAYS=1,040 GALLON SEPTIC TANK MIN. 321uxE 2009 30'-O" 20'-0" _ ❑ 1 1 ( ) / ' �) '_ t = WINE SORAGE: 4,175 SQ.FT.�1 PARKING SPACE PER TOTAL PROPERTY LOAD=$53 GPD s/ USE 1 1200 GAL SEPTIC TANK AT OUTFALL-2 / / [ I 1 If -w-EXPANSION V i ' ' ELECTRICAL t� D/ I I i,' IOOO SQ.FT.OF G.F.A.(WAREHOUSE USE) () 1. - - ❑ TRANSFORMER j �• LEACHING POOL' '� -- / =5 PARKING SPACES USE 1 1200 GAL SEPTIC TANK AT OUTFALL-3 / ___�_________�_ / SEPTIC TANK - 1 ❑ I SAFETY BOLLARDS ,/ / .��• r` 104X12 TOTAL=I6 PARKING SPACES-REQUIRED AND PROwDED I/ REVISION DATE - - - - C ❑ v r �{\ •., EFFECTIVE DEPTH OF_2 TOTAL LOAD=$53 GPD LEACHING POOLS (USE OUTFALL-2 FOR DESIGN CRITERIA) LTA TVP(2) ' ! 1 553 GPD X 2 DAYS=1,106 GALLON SEPTIC TANK MIN. 20 MARCH 2009 - - -- _ _ _ - ❑ I i L` _J PROPOSED PROCESS GRASS AREA (15+1 H.G PER N,Y.S.CODE) 520 GPD 1.5 GAL/SF/DAY=347 SF.OF LEACHING 2MRIL20M LEACHING POOL", ` EXPANSION / POOL SIDEWALL SURFACE AREA REQUIRED 4MAY2009 ❑❑ li u WASTE SYSTEM NO IRRIGATION V 10'4X12 -.-----.------- AREA USE 1 1200 GAL.SEPTIC TANK USE 194 LEACHING POOL=31.45Q.FT.PER 14fULY 2009-SUFFOLK COUNTY CXANGES ❑ I w F-� PARKING CALCULATIONS REFER TO SOUTHOLD FOOT OF EFFECTIVE DEPTH 18 UNE3009 EFFECTIVE DEPTH D II m z TOWN CODE:CHPT.280 ARTICLE XVIII;55280-78 LEACHING POOL 18 AUGUEF 2009-TOWN OF SOVTXOLD CHANGE 15-0' LT-1 p g PROPOSED 553 GPD/1.5 GAL/SF/DAV=369 SF.OF LEACHING USE 12'DEEP LEACHING POOL AT OUTFALL-2 NEW GRAVE SANITARY 31.4 SF X 12'EFFECTIVE DEPTH=377 SF.OF SURFACE '- PRIMARY ELECTRICAL . O j SERVICE i' 0 m SYSTEM AREA POOL SIOEWALL SURFACE AREA REQUIRED DRIVEWAY SERVICE FEEDER CABLE / , POPULATION DENSITY EQUIVALENT: AREA PROVIDED-3775F.)347 SF REQUIRED. ITT-1 LL O USE 0)10'0 LEACHING POOL=31.4 SQ.".PER USE 12'DEEP LEACHING POOL AT OUTFALL-3 10.69 ACRES(OPEN AREA)X 600 GALLONS PER FOOT OF EFFECTIVE DEPTH 31.4 SF X 12'EFFECTIVE DEPTH=377 SF.OF SURFACE C .1 T04p 'SO DAY/ACRE(GROUNDWATER MANAGEMENT ZONE IV). J SITE PROTECTION ENTpko USE 12'DEEP LEACHING POOL AREA PROVIDED-37J SFJ 116 SF REQUIRED. FENCING- 6'CHAIN LINK 21-Cp =6,414 GALLONS PERMISSIBLE DISCHARGE PER DAY � 31.4 SF X 12'EFFECTIVE DEPTH= SF.OF NOTE:PROCESS WASTE SYSTEMS OVERSIZED BY UNDERGROUND R - SITE PLAN / FENCE HAV BALES AND - NfR SURFACE AREA PROVIDED- APPLICANT / TELEPHONE AND SILT BARRIER /�' CABLE TV SERVICE SITE PLAN-DETAIL 3775F. )3695F REQUIRED. -- 2O-O` - /%' FEEDERS DRAWING SCALE: AS NOTED NOBSTRUR Di drawing scale 1"=20' PROPOSED DISCHARGE=$63 GALLONS PER DAV SE 1 LEACHING POOL IO'4X12'EFFECTIVE DEPTH DRIVEABLE /.' O, D OF THD DRAVANG X THE voUsrvT F A�M,L eiucxDE[ME w Rm Y PATHWAY r- MAnzxmm Tx ..O aR °VC"Oi'rw wRGTD�crosvrtDFTHEMwnKa rircMIN.3RR')) PIPE MIN.SAR-35 8'OF 4"DIAMETER PIPE 28'OF 4"DIAMETER PIPE CAST IRON COVER 6"PER FOOT MIN.SLOPE. BUILDIIrIG q"PER FOOT MIN.SLOPE AT GRADE TYPICAL SIDEWALL PENETRATION ONLY FLool� ELEV.6 .0' $"MIN.TRAFFIC BEARING 24"DIAMETER CONCRETE ARCH ITE CTU RE I I I I GRADE ELEV.61.0' COVER(TYPICAL) CHIMNEY IF REQUIRED PIPE MIN.SAR$$ I I i I CAST IRON FRAME AND GRATE 4"DIAMETER PIPE AT GRADE TYPICAL GRADE ELEV.60.5' STUDIO: MAIN STREET PER FOOT MIN.SLOPE SOUTHAMPTON NY 1116$ TRAFFIC BEARING PH.631.2877230 1• PX. 631.287 7240 42 BOLLARD FILLED WITH ` ' '\ � ✓ 'r ' ' / 8"MIN.TRAFFIC BEARING P DOME COVER(TYPICAL) PITCH TO DRAIN COVER(TYPICAL) CONCRETEAND CAPPED WWW .AML-ARCHITECNRE.COM - \ b / i - \ \.\ �. % ' \ \ f r ` r D O D D O a ® ® ® ® E�' ..• '�. Y 3000 PSI PRECAST ;® ® ® ® CONCRETE LEACHING RING ? CONCRETE FOOTING �✓vv ' r r r / r r O \ , , ✓ \ / O O 0 O 0 \ _ •..0.,.,,1, L —BAFFLE WALL WALLy! \ { :•. 00000 ® ® ® ® ESt ® ® 3000 PSI PRECAST ® ® ® E E `p drawing not t0 scale CONCRETE 24'MIN ® ® ® ® � LEACHING RING ® ® ® ® ,. _ drawingEm Ed not to scale 1sooGALLONSEPTICTANK r ; ";i;;:;;anra , :: ;: ;:,' SAFETY BOLLARD DETAIL 10'DIAMETER X12'DEEP 1%?'��'�:.-�•'10;+0°�.:_^'„' ,•i�,� -• $'DIAMETER LEACHING POOL=3769Q.FT. AT ELECTRICAL TRANSFORMER 5'LIQUID DEPTH WALL SURFACE AREA fG3,d SANITARY SYSTEM DETAIL OUTFALLI drawingnottoscale CLEAN SAND/GRAVEL BACKFILL drawing not to scale CLEAN SAND/GRAVEL BACKFILL PIPE MIN.SAR-35 BOTTOM OF LEACHING POOL BOTTOM OF DRYWELL ARCHITECTURAL AREA PIPE MIN.SAR-35 8'OF 4'DIAMETER PIPE T MIN.ABOVE GROUNDWATER T MIN.ABOVE GROUNDWATER LIGHTING-M4 BOLLARD 15'OF 4'DIAMETER PIPE CAST IRON COVER s"PER FOOT MIN.SLOPE. e"STAINLESS STEEL -- 1. AT GRADE TYPICAL SIDEWALL PENETRATION ONLY DRIVEWAY LEACHING POOL DETAIL ROOF STORMWATER LEACHING POOL DETAIL ATTACHMENT BOLTS BUILDING __ q PER FOOT MIN.SLOPE FLODI� ELEV.61.0' 8"MIN.TRAFFIC BEARING 24"DIAMETER CONCRETE i 9"X10•GALVANIZED ANCHOR GRADE ELEV.61.0' COVER(TYPICAL) CHIMNEY IF REQUIRED F BOLTS WITH THREADED SLEEVES I I I I Grn CONCRETE FOOTING RADE ELEV.60.$' IN�=S 12"MIN drawing not to scale r , LIGHT BOLLARD DETAIL , v r FLO LIN O - r , DODO �y%. •.vv . wv � v o °° � 00000 BAFFLE \ drawing not to scale 500 GALLON SEPTIC TANK 10'DIAMETER X12'DEEP 8'DIAMETER LEACHING POOL=376 SQ.FT. S LIQUID DEPTH WALL SURFACE AREA - PROCESS WASTE SYSTEM DETAIL OUTFALL 2 & 3 20'-0°DRIV LE ROADWAY MAIN BUILDING WOOD SLAT GATE B 6-O'O.C. GATE FRAME WITH T-6' 7'-6" CROSS BRACING 4"x4'WOOD POST ' 2'-6' 15'-0'ROD SECTION 2'-6' SLOPE 1:3 MAX.TO EXISTING GRADE 3'aam(i ,.) }':1'-0' I I I t-- m 2"x2"WOOD\ SLATS 4"TOPSOIL TO BE CLEARED 6.O.C.VERTICAL RAKED AND SEEDED I I I NEW GRAVEL O DRIVEWAY COURSEd STONE BLEND _ S-2 — I S2 SECTION PRA-IVEWAY 2"COMPACTED WEARING F A AND SHOULDER A DUMPSTER FINE GRADE ND OF ASPHALT PAVING 6"COMPACTED BASE COURSE BANK RUN j OR OTHER SUITABLE MATERIAL EXTEND I UNDER SHOULDER FOR LOAD BEARING I � SIMPSON POST BASE COMPACTED SUB GRADE 8"MIN. CAST IN PLACE Z I I 20'-0°DRIVEABLE ROADWAY in CONCRETE FOOTING _ _ PROPOSED WINERY FOR _ S-2 — j � • - B&L PROPERTY B15'WIDE — S-2 B L/ 1 $$50 BRIDGE LANE ASPHALT PAVING 7t6• T T-6" i CUTCHOGUE,NEW YORK 11935 ROPERTY LINE S.CT.M. *1000-73-02-04 20'WIPE 2'-6° 15'-0"RONO SECTION 2'-6' DRIVEABLE ROADWAY I SLOPE 1:3 O I WOOD SLOT GATE (80,000 LB.MIN.) MAX.. EXISTING GRADE ?O, ,OO -- _ _ DUMPSTER 9'-0"O.C. 4"TOPSOIL TO BE CLEARED DRAWING DATE NEW ASPHALT < RAKED AND SEEDED CONCRETE FOOTING 11.1009 DRIVEWAY AND APRON SECTION 6-B '` ISSUE DATE COMPACTED SUBGRADE 8"MIN. 221GrvE2009 CROSS SECTION DRIVEWAY ENTRY APRON 1 q"ASPHALT WEAR COURSE AT BRIDGE LANE 2 "ASPHALT ROAD BASE 2"x2"waoD SLATS 4'AGGREGATE ROAD BASE 6"O.C.VERTICAL REVISION DATE DGE OF TOWN ROAD (COMPACTED RCA) \` �\ 20 WRCH 2OW 2AFRIL2003 BRIDGE LANE (BRIDGE LANE) ``•'� �;, \\ ' 4nuv 1009 ASPHALT ROADWAY 1 4"X4"WOOD POST 21NNE1009 q"EXPANSION POINT 1 E"ASPHALT WEAR COURSE Zl1uFE2009-suTFOOt molmcRArvGEs PROPERTY LIN I \' ' 1BAOGUST2WO TO"OFSOOTIOLDOMGE 2i"ASPHALT ROAD BASE I i I m EXISTING ASPHALT - N1 4"AGGREGATE ROAD BASE ` ROADWAY,(BRIDGE LANE) PITCH 4"PER FOOT (COMPACTED RCA) / C SECTION C-C _ MAIN BUILDING--jJ L LONGITUDINAL SECTION DRIVEWAY ENTRY APRON - AT BRIDGE LANE I COMPACTED SUBGRADE 8"MIN. SITE PLAN LS N DRAWING SCALE: AS NOTED DRIVEWAY ENTRY DETAILS drawings not to scale DUMPSTER ENCLOSURE DETAIL drawing not to scale .x OF ,MD . O„ .xK. G'oourn F 1 WX au Ix rux AV.r IXILv re u EWMEFMMFw mMx TUFL EMax o ° SITE LIGHTING SCHEDULE A + M + L .. .. .._..._..__._ __--. . . .. _....__ A R C H I T E C T U R E QTY. OF MOUNTING LAMP LUMENS LUMENS NAME LIGHTING AREA FIXTURES TYPE TYPE (PER LAMP (TOTAL) STUDIO:184MAIN STREET PARKING AREA AND BOLLARD 26 WATT X 13 = 11968 __ ____ _--------- ------ __________ SOUTHAMPTON NV ---- ----- -------- NEW IV VEL LT-1 13 1'800 FH.631.2877230 SER ICE DRIV WAV F R WALKWAYS (4' ABV. GRD. 4 PIN CFL 23,400 Fx. 631.2877240 WWW.AML-ARCHITECTURE.COM u ENTRANCES AND WALLMOUNT 26 WATT x6 = -- a LT-2 6 1,800 LOADING RAMP (13' ABV.GRD) 4 PIN CFL 10,800 mPENDANT 42 WATT x1 = - TRACTOR LT-3 LOADING DOCK 1 (1$' ABV.GRD-) 4 PIN CFL 3'200 3,200 -..... _ . _ - _y� -TURNAI OUND - AREA II -1 LIGHTING CALCULATIONS: ,! NEW RAVEL - PARKI G AREA 2.5 --- - - 45 ACE$ USE:25,000 LUMENS ILLUMINATED PERNET ACR l USE:2$,000 LUMENS PER NET ACRE CAP RUCK TURNAROUND - .. REA -... �> ol,!' �$' ` ;. k' _ .--.--- _.--__ 25,000 x 2.5=62,$00 LUMENS TER " ACTUAL LIGHTING=37,400 LUMENS '191'1 LT-2 LT-2 " LT-2 EkS. _ .. __._ -- E RAVEL _ __ EST BNSHE -{ '+E+ � i 1 SITE LIGHTING INFORMATION: " ',`x. PARKI G AREA 45 'ACES r 1` CROP EDGE LI E D IIB 63 i _.. .- _- - ...... '- �-- _ . ..__ ..-_ - LT-1: ARCHITECTURAL AREA LIGHTING-MITRE-M4 - - BOLLARD-'FULL CUTOFF'UNIT WITH 26 WATT 4 PIN „�. COMPACT FLOURESCENT LAMP. RR TF SSI- - I _ _, f !t INES LT-2: ARCHITECTURAL AREA LIGHTING-MITRE-M3 � M I T 'FULL CUTOFF'WALL U NIT WITH 26 WATT 4 PIN O RAGE COMPACT FLOURESCENT LAMP. lo-- ® OR ®j 1 - Ilow4 . 1 - d a LT-3: ARCHITECTURAL AREA LIGHTING-UCS'FULLY __ _ __ I¢ _..1=•c-• lo- ® - xi�- SHIELDED'PENDANT LIGHT WITH 42 WATT 4 PIN - • - 55 RAM ® ®'.z I'Id d d i � lo� ® lolo COMPACT FLOURESCENT LAMP. 'ACC C L. Nlo— �— � —1919 --- _ _ -- g� �e STEP A 2NTIt �E _ '' '. sloE GENERAL NOTES: NEW GRA EL - 1 �fl a 1 ARO SETBACK 8 SPACE;P RKINGA EA �'Fw, ' h I -ALL FIXTURES TO BE'FULL CUTOFF'OR'FULLV SHIELDED'. I. �1.�„y�EFet -PROPOSED BUILDING IS PRIMARILY FOR DAYTIME USE AND WILL ONLY REQUIRE PEAK LIGHTING CAPABILITY SEASONALLY. EXTERIOR LIGHTS WILL BE SHUT-OFF AT 9PM I -LIGHTS SHOWN ON SITE DIAGRAM WERE RENDERED USING ---- IES PROFILE5 FROM THE LIGHTING MANUFACTURER AT 1 ' — -- _ ACTUAL MOUNTING HEIGHTS -NO FIXTURE HAS BEEN PLACED CLOSER THAN FOUR TIMES I n �� T�,�, q m ITS MOUNTING HEIGHT TO ANY PROPERTY LINE� -__ — EW GRAVEL -- -- SERVICE '^ z Yj DRIVEW Ce 1 . S -THERE ARE NO INSTANCES OF LIGHT TRESPASS ONTO ¢ w ADJACENT PROPERTIES O m -THERE WILL BE NO ARTIFICIAL LIGHTING AT STREET SIGNAGE � N I.: m I I I I I I LT-1 PHOTOMETRY LT-2 PHOTOMETRY DISTANCE IN FEET DISTANCE IN FEET 10 5 10 _.- _- 5 15 15 20 - � I I I FOOT CAND` E00T0gNOLEs x ES SB,. 'I 281 LL Lb B d,8 I LL ry I _ _ PROPOSED WINERY FOR — -- —i_ ESTA LISHED 26 WATT (1800 LUMEN LAMP 26 WATT (1800 LUMEN) LAMP B&L PROPERTY "CROP” DGE'CIN — -_.. . __...... .......—_-. 88$0 BRIDGE LANE -- CUTCHOGUE,NEW YORK 719 S,Cs.M. #1000-73-02-04 __-- . _ - . -- -- . ---- _-- LIGHT DISTRIBUTION PATTERNS DRAWING DATE l , it i T _ , ' I YI III 111 11 MAY 2009 L,fi 111 I I II II , - - - 3. t ' ' ISSUE DATE 22JUNE 2009 _ L , „i ... 11'x„I 11: - - - � I - _._____ __-- .. -- - . ._— ---. . -_-_ -__ _-._._ _.__-__-- _-..___ . . .___ _- -__ _•-_- _ _ ---- _ ._ ---- - -__ -._ —.._. - ____ ___ .xi4 � - - .1 -:__ - --- ---- -- - - - ---- - - - ---- --- - 1 - - - I REVISION DATE - 20 MARCH 2009 LT 1 LT 2 LT-1( I, ,I[. LT-33 2APRIL 2099 -- -- - Wide a; 2009 Asymmetric Symmetric ,�� 09 TOWN OF SOUTHOLD CHANGE _ II I I II I - - - - - - - -- - - - _ SITE PLAN-DETAIL drawing scale 1'l PHOTOMETRIC SITE PLAN 101-01 I, DRAWING SCALE: AS NOTED _ GRID Y THE CONTENT OF MIS INARREO IS ME EXCULI PASPGTY OF AIMIL MCHRECNR FLLC JRN WA IIEPRODUCNON, IN WHOM OR IN PMT MM ONLY HE MADE WHIR THE POOR WRERENCONEEM OF THE MCW,ECT L ARCHITECTURE 184 MAIN STREET SOUTHAMPTON NEW YORK 11968 PROPOSED WINE MAKING FACILITY FOR N & L PROPERTIES 8850 BRIDGE LANE CUTCHOGUE NEW YORK 2 APRIL 2009 A + M + L A R C H I T E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NV 11968 PH.631.2877230 Fix. 631.287 7240 W W W.AML-ARCHITECTURE-COM Ic BI AI D UPN ¢ II ¢ 20-4" CONCRETE FOOTING FOR STEEL COLUMNS: -- ----_ . . - i_-----_T _ - 48"%48"%24"DEEP COLUMN L_ ,. -- _-----_— —'----- ------ f'------ --- FOOTINGS WITH SII:$BARS EACH ---- d DIRECTION TYPICAL AT ALL N PRIMARY COLUMNS Irl a D D - I 1 T A-' A-7 o I IL I l-rT Ir. l I IIIIII IG. I b Itl ' ll ; l b fit'-0" I I 19110" 61'-0° 141 I -,1 1 L ---- ------------ - ---------- - r —1--_---------r-- ----- ----r-- ----------- I ---- --- r ... �. .: J L-I_J L--J I,, —7,7414 L----_------- --J L--J , -- ---- -----e-;' 10 $6" t 1 _ IIF ----------- _ 24"%12"CONCRETE HAUNCH-2#$BAR S --_-_-___-__ - --+�'---__-_-_- -PO_I-NT_DRAIN POINT DRAIN 4" 4 4. 80 I 4" P017T DRAIN A —TRENCH DRAIN IDIN ------ -------- IN CONCRETE SLAB: PROVIDE NEW 6"CONCRETESLAB WITH 611 III1I1 III - WWM MESH. PROVIDEPVCWATERSTOP CONCRETE SLAB SUPPORT PIER:CONCRETE SLAB SUPPORT I IBETWEEN CONNECTION OF SLAB ANP 'CONCRETE SLAB1 24"X24"X36"DEEP PIER WITH S#$ I 124""%24"X36"DEEP PIER WITH I$#$ FOUNDATION WALL FOOTING 24'B36"DEEP PIER WITHUPPORT PIER' ARS EACH DIRECTION 6" BARS EACH DIRECTION TYPICAL 1 I J ' BARS EACH DIRECTION TYPICAL BARS ETYPICAL I I " _ �-----7 +J Z Z -4---------------------- r I T----------------------------- 4F ------------- -------------- 10 IN 4" I I T I : ry TRENCH DRAIN 1 1,______________ __________I It1____ i ----III ________ — ----------------------------- I24"X H CONCRETE I ' OD I III 47 I " STRAINER TRAP 6" I DRAIN IIS � I HAUNCH-2#$BARS III I --- I4 -_-__ ______--___�._______4____---- 4" -r--- 16" I 6" 6" i� � I i CONCRETE FOOTING FOR STEEL � EI L___-- ----- ----------- ^---- ---- i— I I I 1 n " ---------T--- ----- - I 1 COLUMNS: - - 4' 4' I l I 48"%4$"%1$"DEEP COLUMN - ---_ 4 4" 4" 4" 4" 4"T =- ( I I I I E1 1 j POINT GRAIN POINT DRAIN POINT DRAIN 1 I L SINK DRAIN FOOTINGS WITH$8$BARS EACH 1 DIRECTION TYPICAL AT ALL _ � �_ 4" L_--J - SECONDARY COLUMNS i I --_—_—_—_____—_—�_ j ---� b--_------� 1 1 I I it i y l SINK DRAIN DROPPED WIDE STRAINER TRAP FLANGE BEAM TRAP T —_ I I q ABOVE '�h'1 1 TOILET�F 11 4" \\ r I'— ---- --- — 1� I rj r- -I -_-- ---_-- -J r L_--------_--J -- L--------_---J L-------III----- 2 L -----------J -�I L � f, 11 --------- -_-- -------_----i--s-_-------_--z--s------------1- J OUTLET TO I _-_____ --------------- STEM -- I SEPTIC SYSTEM li _________-1_______________ N CONCRETE FOOTING FOR STEEL ! L ____ J COLUMNS: T-6" 12'-6" 48"%48"x24"DEEP COLUMN FOOTINGS WITH$#S BARS EACH DIRECTION TYPICAL AT ALL 20'-0" 20'-0' 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" PROPOSED WINERY FOR PRIMARY COLUMNS I BBL PROPERTY 88$0 BRIDGE LANE 63'-411 16'-8" IST-0" CUTCHOGUE,NEW YORK 1193$ S.C.T.M. 81000-73-02-04 1411-0" n Fv 2 1 DMWING DATE 4 M RCH 2009 n N � m � Issue DATE ' C B ► A ► I FOUNDATION PLAN Eh, - - -- REVISION DATE I A-1 .1 FOUNDATION PLAN DRAWING SCALE: 1/8"=11-0" ;.E COME. OF IDR S.Nli 1E Fill EXO.VSM %OPEN(`OF AiM+L MOULT C EE FLLC .WY USE, IODURIONi IN WHOLE ON IN FM!WONLY ME NJ➢E NTH INS Fg0N WIFUEN LONSE.OE MEMC.. A + M + L A R C H IT E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.287 7230 Fx. 631.2877240 WWW.AML-ARCHITECTURE.COM Az j" STRUCTURAL RIGID FRAME-SIZE AND DETAIL PER MANUFACTURER WIDE DETAIL PER M BEAM- SIZE AND WIDE FLANGE BEAM- SIZE AND DETAIL PER MANUFACTURER DETAIL PER MANUFACTURER j STEELJOIST / '/ % / / STEEL JOIST*" // � � � ���," STRUCTURAL RIGID FRAME j (BEYOND) z? / 4•X4"TUBE STEEL COLUMN-SIZE 4"%4"TUBE STEEL COLUMN-SIZE AND DETAIL PER MANUFACTURER AND DETAIL PER MANUFACTURER jj / AANCHOR BOLTS ANCHOR BOLTS DOWEL AT FOUNDATION DOWEL AT FOUNDATION TOP OF SLAB-63.0'AMSL TOP OF SLAB-63.0'AMSL % GRADE LINE-61.0'AMSL a GRADE LINE -61.0'AMSL o REINFORCEMENT PER REINFORCEMENT PER MANUFACTURER 14= MANUFACTURER VIRGIN SOIL AT BASE OF FOOTING O i. a wo I i. 4'-0" I I I ( . i , A dl 1 ` I PROPOSED WINERY FOR t' a B6L PROPERTY 8850 BRIDGE LANE CUTCHOGUE,NEW YORK 11935 4'-0" 4'-0" 4'-0" S.C.T.M. *1000-73-02-04 L— r� ----� --- d ,pp I 1.0• � 8^ 2.4^ �I• 4 DRAWING DATE 4MARCH 2009 I I I •; o w I a ISSUE DATE ®• I-- ANCHOR BOLTS PER MANUFACTURER O —I_._. ® , ®e® • - __—_ I ry — —_�. �_.i IFIT Le-7-:I i t I REINFORCED CONCRETE PIER- •Q � � Ld d � SPECIFICATION PER MANUFACTURER 8' �,REV 5�1 NIQARE —I L, L r— --� L, r--- ' pFq 1 rl Yf109 I I I I I I 8 1.4 4-- 0• 2'-0. PIER DETAIL n PIER DETAIL 3 COLUMN DETAIL \) AT PRIMARY SCALE:1/T=T-O' MEZZANINE SCALE:1/2'd'-0' MEZZANINE SCALE:1/2'=1'-0' L/w\l -1 •L COLUMN AT COLUMN AT STEEL FRAME OUTER WALL INTERIOR FOUNDATION DETAILS DRAWING SCALE: AS NOTED WE CONTENT OF THIS DEARTNG Is WE dcwOVF FFOFERTV OF I..,L ARENCEROFE FLLC /M USE, RAROGOOION. IN ..IT OF IN FAR MAY ONLY FE MADEMRHTHE FRIORYMTEN CONSENT OFTIE ARI A + M + L A R C H IT E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.287 7230 Fx. 631.287 7240 W W W.AML-ARCHITECTURE.COM 101 12'W R 1T H OVERHEAD DOOR \ / WITH AUTOMATIC OPENER 102 1TWX12'HOVERHEAD DOOR - ' C WITH AUTOMATIC OPENER v > `° PAINTED METAL SAFETY T 1 O3 GW X T H METAL AND GLASS DOOR Q RAILING PER CODE Q -PER MANUFACTURER CONCRETE RETAINING WALL 7 ' WITH STUCCO FINISH t lO4 TW X T H INSULATED METAL DOOR PER MANUFACTURER N SUPPORT COLUMN , FOR CANOPY 4 "'--'— O`-O"CENTERTOCENTER OFSTEEL""'- ' "- LUA 60'-0"CENTER TO CENTER OF STEEL D o v ' i" A 7 I 112 DING DOCK Q _ A7 D EXPOSED CONCRETE LL ® j� FOUNDATION WALL WITH L / CONCRETE STEPS = _-, ' 20%0" 20'-0" 20'-0' 20'-0" STUCCO FINISH — — — — — — — — — _ — — — — — T — — — — — — — — — — —I I, awwwwol O III } L 1 12'10" EEEE ❑�❑❑ ❑❑❑❑� I -- —___--.—_—.--_____- ---- �--- POINT RAIN III ---lr---- / 1021 FERMENTING AREA TRENCH DRAIN TRENQH DRAIN (TYPIC L) Ar7 :e', ;i< K� A -F� M �•� �?.' 1011 PROCESSINGAREA ❑❑ OVERHANG ABOVE '� '-cap ' -_ a; `w' , ">: '`<" `a< '-'c?"/ ` ___"a: ❑❑� CASE STORAGE O SUPPORT COLUMN v - - -- ❑❑❑❑❑ FOR CANOPY ---- - - - F < F Ll e — 79'-1' 1091 MAINBARRELSTORAGE 110 RESERVE BARREL STORAGE 104 , o TRENCH r- DRAIN O O L -- _ _ i„_) II i.• i l ( ,l i i ,,,) � } l,_�; -_-_._ ,—-., T�J CONCRETE STEPS SINKHEW --_- I mv2„ 1061 ME H 1041 CONTROL LAB 1031 BOTTLING ROOM Q o - Ilul till IrLTxll IIII��II11WkWk«��JJIIIIUIWII/�II - ACCESS RAMP WITH SINK [milli RAILING PERCODE °P 10] ME _- El o 12'10" Q) 108 ME [in 0 11 H - lu- 0 - — — — — —30 0' _ — — 0 1 — — — 1, i" 51" 512" 6A." 6' 8• 61,-0" T-0' I PROPOSED WINERY FOR B&L PROPERTY 2 t 8850 BRIDGE LANE CUTCHOGUE,NEW YORK 11935 In y > S.C.T.M. *1000-73-02-04 V � C i DRAWING DATE 4 MARCH 2009 155UE DATE 1 1 FIRST FLOOR PLAN SCALE:1/8'=1'-0" i I ' :_REVISION DTE FLOOR PLAN DRAWING SCALE: 1/T.T-0" TIE CONTENT OF THIS .11F. IS IDE IXCWEIVE FF IFERry OF N.M+L / HHNECIIIIIE `LLc MOOSE REEnooVR I IN .LE n IN 1A M l v EE M.1OEM1}HIHEFIIIOII WpIRMCONEEMOFTIEMCXRER A + M + L A R C H IT E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY11968 PH.631.287 7230 Fx. 631.287 7240 W W W.AML-ARCH ITECEURE.COM ; I I I c a � a I I I I r _-=T-------- ---------- ' I �J I ry I I D ii a D l i'1 A 7 I I IIIIII I I IIIIII I II IIIIII II II I IIIIII III ICY 1IIT1II11I1I — — — — — — — — — — — — — — — — — — — — — — — F4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - --- ----------------- — .. ---------- IIII ; I II I II II II 11 I I 'III 111 I I II 11 I III III II II I ' I I � � ; III IIII I I II i I , I I II , III I I I III I III II II II II II I I I III, 11 III IIIIII I I I II II IIII IIII I II -------------- -�'T-------r- ------ - II III II IIII II ' l II I IIII I IIII 111 � III III III I ' IIII I IIII II II II IIII I 11111 I I II II II I IIII I I . � II II III IIII I I S-- _ X.,,XXXOXI.�ooL I I I I I I, I IIIIII III I I; `�- — I I I II II I I I , I IIII I I II I I I I I I I uEwm � I I I III I � I iI , IIII III I FF1 j-1 ® a II 303L i II I 1 I II I, I JI + ® P 4 l D3 w Sc lO-wl' ------------------- ------------ _____-- --. -------------------- --- �•• EXTENDED EAVE AND RAKE - - - a E24' 303 301 TYPICAL DPROPOSED I`E WINERY FORB&L PROPERT 8850 BRIDGE LANE 2 ' CUTCHOGUE,NEW YORK 11935 S.C.T.M. 01000-73-02-04 D D D ' C SECOND FLOOR PLAN SCALE I/8'=1'-0" DRAWING DATE 4 MANcH 2003 ISSUE DATE EVISION DATE u _ ,, I I I I ROOF PLAN DRAWING SCALE: MEN! .1 .11 0.... w EXE ..I. ELOEEIT' O AIM.L MpNEMEE YLLC µY YE[ IIflIIOpXCEION. IN WHOLE OR IX 1 A M1MY ONLY fE MAOEWIIXIXEEEIOE WEIRM[OXEEMOEp1EA1KHllER A + M + L A R C H I T E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.2877230 Fx. 631.287 7240 W W W.AML-ARCHITEUURE.COM 1 c B1, A CANOPY ROOF AT D 1 1 LOADING DOCK A 7 I II I - II METAL ROOF PANEL-PER MANUFACTURER I RIDGE HEIGHT=92'-10"AMSL I CANOPY ROOF AT ENTRY - - - I I FFI I I II I I II I I I I III II II II L I I I n PROPOSED WINERY FOR66L PROPERI 8850 BRIDGE LANE EAVE HEIGHT==82'-6"AMSLCUTCHOGUE,NEW YORK 11935 2 ' S.C.T.M. #1000-73-02-04 D D D IC B �i DRAWING DATE 4 MARCH 2009 ISSUE DATE . .a .b III ROOF PLAN ���� RiVISION DATE ROOF PLAN DRAWING SCALE: THE MNTFM OF THIS DM W 6 THE EEVXSW FIIOFE17Y OF A... MOHRECTNIIE FLLG AM'VSE I ....V, W .e.IF DR IN Fun. ..O.E MADE WTH WEFFICRMATENCMSEW OFIDEEECHTECF A + M + L A R C H I T E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 6 PH.631.287 7230 TOP OF RIDGE Fx. 631.2877240 31-10" W W W.AML-ARCHITECTURE.COM ROOF PANEL 3 RLIN A-5 RIDGE CONNECTION TOP OF COLUMN 109 LMAAARREL STORAGE CASE STORAGE ' 5 000 000 000 00o SULATED PARTITION WALL A-5 0 0 0 000 000 000 0 N 0 0 000 000 000 2 0 0 000 000 000 � A-s 6 DETAIL _ SCALE:1/2'-I'-T 4 �' 0 0 000 0o A 5 TOP OF FOUNDATION WALL SET FLOOR .. - 0•-0„ AT 63.0s AMSL v .`Y�`i�� �� �G?i�., .n7`r�> 'Ci�g. `<. \i i' i;`- Yj J '`!iYi,./ �q�Ayi�i !i��,� /i��'( yr �yi�bJ Sl.!�[' ��cJ •c !i�`� ,� �,o . � C, ���'�!' •,, - YJ'%i/`., „�`x✓`J �✓� ll,,r ��l`T, %CYTl �''1;! ,c ' " . � 'd' ,L \ �,o v'� .'),v dam'. ��d �, . ��i� r /�• c. /Y> .r r„ y ( �I / r , /i i.> ri / �, Cri /,/ '/i r,.%' / !-> ! // al . (};,T, '�ypi�1� 'y�.. ,,\y i" . . 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RAILING PER CODE "r 1 �-T T T -T -T -T -T 1 l _____________ J_ _1___ ____________ _J_ _ 1 _J _J_____ _J_J__ ______________ 1 _1____ _1 _1 _1 _ .L _J 1 1 EAST ELEVATION SCALEn 103 30 304 3 ROOFPANEL-PER MANUFACTURER CANOPY OVER LOADING DOCK LEADER LEADER PROPOSED WINERY FORB&L PROPER-1 WALL PANEL-PER 8850 BRIDGE LANE WALL PANEL-PER MANUFACTURER CUTCHOGUE,NEW YORK 11935 s.C.T.M. #1000-73-02-04 MANUFACTURER EE LOADING DOCK ACCESS RAMP WITH RAILING PER CODE I i i i DRAWING DATE 4..CH 2009 __ _ ____ 1 1__________ _J _T _L_1 ISSUE DATE 2 NORTH ELEVATION SCALE:1/8•=1'-0' ,v -„1117�,ISION DATE l � I I .: i ELEVATIONS DRAWING SCALE: 1/8"=1'-0” IF mMExr OF 111 GNAWING 11 TIF IXCwAVE PIIOFEM OF AIMIL MKNIRCMIE PLLC MN N5� N.NNEWII➢ OPWPIMCONSEMOFMFMCITEP A + M + L A R C H I T E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.287 7230 Fx. 631.287 7240 W W WAML-ARCHITECTURE.COM C b a D a V II I II N L Ilk ® , I F _ _ --- --- -- • - - - ------ �----- �_ __ ---- -- --------- --�_- I SLI �--- ---------------------- I I II I I II II I111,.J II 11 1 I II I I I 1 I I I I I� ' I II I I I , ---- l __________________ I r LJ I I LJ i.m I I m 1 m' 4"X4"TUBE STEEL COLUMN BELOW(TYPICAL)- SPECIFICATION PER II, MANUFACTURER i ISI I Ii i lil , II ii 12K3JOIST @4' C. 'II 72KL�1015T 114' .C. _ w�----- ---------11T � .- .. __- 8K7 OIST@ 'O.C. ....< I' ill II ' III II m11 i1 l0 w O II II i , I I 191 E9 1111 V' Z 1 NN 31 = =i2K loa1 T 14' .c. 5 8K1101ST @NN 'O.C. g w Ii 1111 1 w, _____ __12K31015T@�' .C. __3______ _ ___�� 3 3 8K7 OIST 'O.C. 3: 111 11 11 p1i 1 O O I 1 1 11 , I 1 1 @ I I I I 1 I I Ii rl J I I I I I II II 121,43 JOIST�,4' .C. Ii11i Illi 8K1101ST@ 'O.C. �,.� .I `I ;;I II••III I I 7RIGID _____ .-_ .. __.FRAME STRUCTURAL BRACING @}9'O.C. I COLUMN -SPECIFICATION PER (NOT TO EXCEED 9'-111 D MANUFACTURER(TYPICAL) Iy D Y RDn D n PROPOSED WINERY FOR B&L PROPERTY t C B ISI /� ' 8850 BRIDGE LANE CUTCHOGUE,NEW YORK 11935 S.c.T.M. #1000-73-02-04 DRAWING DATE 4 M.RRGH 2009 III ISSUE DATE MEZZANINE FRAMING PLAN REVISION DATE - L F -1 MEZZANINE FRAMING PLAN DRAWING SCALE: TIE CONTENT OF TH15DMWING IS FHE FYwNV MO'ERTY OF .RMMIL ^IICHFNNNFk PLLC I NSF. E. FE TH T IOEFRORWPIOLE ON IN�IN Y TIw CONSEM OFTIF MITECI A + M + L A R C H I T E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.2877230 Fx. 631.287 7240 W W W.AML-ARCHITECTURE.COM III C B11, a 1 K, a I --- ---- -- -- q 1 ' ---- -------- A' P I I I I D I I 1-1-77 II i I II Ill I j i it -----__-!------- - I -------------- i --------------- ii RIGID FRAME STRUCTURE- SPECIFICATION PER MANUFACTURER(TYPICAL) I I I I I I I I I I I I I I j I I I II I, I I I I I I I I II j I i I I iI I II - ----- -- jj -------- ------------ 1 ---------------- j --------------- II IIII IIII IIII II II i I I I I II I I I i t IIII I I I I I I I it III I I , j STEEL PURLINS-SIZE AND SPACING PER RAKE CHANNEL MANUFACTURER Via-'-I---- - ===f=-h I I II I I I I I i I II I I I I EAVE STRUT DPROPOSED v ERV FOR B&L PROPERTY 2 ' 8850 BRIDGE LANE CUTCHOGUE,NEW YORK 11935 D j n S.C.T.M. *1000-73-02-04 n v m j c DRAWING DATE 4 MARCH 2009 ISSUE DATE III ROOF FRAMING PLAN SCALE:1/8'=1'-'D• II REVISION-DATE 1 , II i } 4 ROOF FRAMING PLAN DRAWING SCALE: ;HE mNRNT OF THIS OM NN 15 THE ENaU9VE FNOPEIT' OF ♦+M+L MCHOECNRE FLLL .WY URI REFNDDUCTION' IN WHOLE OR IN FAR" ONLY RE MMENTRINIEPXIORWIDTTMCONEENTOFT-11 U1 ECT A + M + L F X11. PLUMBING RISER DIAGRAM A R C H IT E C T U R E " SCHEDULE OF DRAWINGS MATERIAL SYMBOLS SCHEDULE DRAWING SYMBOLS SCHEDULE illYri4 I' s { t I �I ROOF STUDIO:184 MAIN STREET VENT 3" Ii A ]•4 L1 ` Nn11sk l � EARTH COMPACT FILL SOUTHAMPTON N Y11968 GENERAL NOTES, SYMBOLS PROPOSED SITE PLAN AaBUILDING SECTION PH.631.2877230 ROOF !�� � • ?vs toh u "' JIlli tp GvI, Gl - 51 ---- A Fx. 631.zsnz4o LEGEND LOCATION MAP WALL SECTION OR ELEVATION BATHROOM 202 REFERENCE DRAWING NUMBER WWWAML-ARCHITECTURE.COM POROUS FILLGRAVEL ,popdSItb A... BASEMENT/ FOUNDATION PLAN DETAIL CONCRETE BLOCK --... ......... 3REFERENCE DRAWING NUMBERTIIN 2" A A1.2 PIER DETAILS CAST-IN-PLACE CONCRETE TOILET ] GARAGE ROOM NAME&NUMBER G 3}k` � x% 11 F :I pl``I41Iri Y a l§L f":, fi i IJ FIRST FLOOR PLAN 1 i itV ,faA' § AZ PRE CAST CONCRETE Y II I 4 }h xt$t"", Yv �w1 IIII III �� r i 11•a,k'. u- L II L�. I J h J IkW�•!- III IJ °4M��IAIYI F�7��I i' I k -,>,III,�Ir11 Iyt I L LI1pp rvtLr,�, 86 Q" FS Clill ®'FLOOR [ ISI ELEVATION ION DRAWING NAME&NUMBER 1-Yz" 2" 3" MEZZANINE PLAN MEZZANINE suA3 WOOD FRAME CONSTRUCTION SMALL SCALE Ip4 IrS r111 �' J' Ifi 1F I! III I]I` To Sr 3" WOOD FRAME CONSTRUCTION WINDOW TYPE A4 ROOF PLAN o- } rm [LARGE SCALE] Air, Mmilliti EXTERIOR DOOR TYPE A$ BUILDING SECTION A-A n u + RIGID FOAM INSULATION CONSTRUCTION DETAILS I bIP • dI r t± x.. II y k ,N �_l, _ .I �vi� f iY�n" 1 ___.. -- _ ....._ •t• y1 rl1 � dJ II '70111 INTERIOR DOOR TYPE A6 BUILDING SECTION B-B FIBERGLASS BATT INSULATION E N 4L 1111N� I I r l k I' _ 11 I 11 + CONSTRUCTION DETAILS CONT.ue X104 LEVEL LINE •E _ I y t °'ll I I� 1 1 4 r 1. ° tl1 yl I,, �, _ — _ -_— EATHIIOOM FNEH SYSTEM ITION AND Y CONTROL POINT OR DATUM A7 BUILDING SECTION C-C 705 � EXTERIOR INSULA L + CONSTRUCTION DETAILS x Y' MATCHLINE SHADED PORTION E EXTERIOR CEMENT STUCCO THE SIDE TO BE CONSIDERED WEST ELEVATION SYSTEM I A I I i 1 4 a - .�.. x IIII III I�lil f 31 AS SOUTH ELEVATION -}4^ -y" 2. 3" ® WOOD FRAMING-ROUGH SMOKE DETECTOR 110V LUMBER S� INTERCONNECTED WITH _s@' "'I•I k SINK SINN EAST ELEVATION TOILET A9 BATTERY BACKUP OF ALARM NORTH ELEVATION WOOD BLOCKING SYSTEM 't II a1 rI III a MEZZANINE FRAMING PLAN 4" SHOWER �cM CARBON MONOXIDE r 4 :y Fi DETECTOR 110V WITH BATTERY , ul 1 „" FIRST FLOOR 1-Y2" 1-]4" 2- 3" ® WOOD FINISH BACKUP .. ; . � -1^IX RNY.:.W SWed'I'�a N4kAk If'4R.'.A'A'W' ROOF FRAMING PLAN WINERY - N & L PROPERTY N F2 AN REQUIEXHA'REDFBY CODE TO NEW SEPTIC SYSTEM AS ® PLYWOOD SCALE] i APPROVED EY SUFFOLK COUNTY /' - DEPARTMENT OF HEALTH SERVICE 8850 BRIDGE LANE \ + / 4 CUTCHOGUE, NEW YORK,11935 '� C•O• � �4"CASTIRON TRAP SUFFOLK COUNTY TAX MAP # 0902 - 10 - 02 - 15 WITH C.O.AND 3" FRESH AIR VENT SITE PHOTOS 1-VIEW NORTH ALONG BRIDGE LANE 2-VIEW OF PROPOSED ACCESS ROAD FROM BRIDGE LANE 3-VIEW SOUTH ALONG BRIDGE LANE KEY PROPOSED WINERY FOR B&L PROPERTY 88$0 BRIDGE LANE CUTCHOGUEF NEW YORK 1193$ S.C.T.M. #1000-73-02-04 DRAWING DATE 01 JANUARY 2= 4-PANORAMIC VIEW OF SITE LOOKING SOUTHWEST ISSUE DATE _RWISIONDATE L, In 5-PANORAMIC VIEW OF SITE LOOKFIG EAST DRAWING SCALE: 1/4"=1'-0" TIF wnTFNF OF THIS DM NG Is THE IXfL1HVE FillOF A+M+L CNCHIORLFE ll G ANYSE U INN DOCTON. IN WHOLE OP IN 1..WY ONLY FE WITHTHEFFIDIIWIIITEN CpiRNT OFTHEMOIIiE[1 EXISTING SOD FARM SEE INSET DETAIL- DWG ETAIL- A M L DWG#2- S.1 \ x"° %"• W-1, X_ %n'E� X'n _ % n _-- A R C HI T E C T U R E TEST HOLE DATA: %na zn, STnILFvw xpNSXI / / ` \ 9x61tl 1.Z1dS 5�5-SV30'E ' STUDIO:184 MAIN STREET - X,u - .•.. ..i.? +' TEST BORING BY:MC DONALD GEOSCIENCE \T -R� �r� SOUTHAMPTON NY 11968 _ 'f dry.,. t..:...y:.•.::::.. n`�_:.RL':`ail:Pe'+::!:r::E'+i`'+ii: DATE.3-312009 $ / _. .- .__ _- �__._ _� . -- - - _ _ __ _ _.__-.__-_ :..... . _-_----. .._-_.. ...:..__ .- .:_-- _ -:.c.T ::::::4�': 't12i?`:+�L ;$5:•r:.: '-:�,,,,,v: ;i;!P'':aC1i:1,2',:;:+r. PH.631.2877230 Fx. 631.287 7240 scTM#.1000-73-2-4N ....... � � ^:;:,:.. ..:.. •1 Luns NACws -__ _._. ._. - -_ .. ._-____._. - _ __ L1„y .. .:.vn• ...+,,iair S: WWW.AML-ARCHITECTURE.COM DARK BROWN LOAM OL _ zH/Ort -- --- - -._. _.... _ -- ---- --X07--.. __ ------- -- ---- ------ - - ---� -- - = I BROWN SILTY SAND SM BROWN FINE TO COARSE SAND SW muxrvorsOTTO1% % . _: ..__ ._x n,--�� _____.___ .._._ _ __. . -_._.. -_ .._._._._- __-._. .. ___._ .....-- ____.. - F_.�.�,w: ..:.•4i?!:::.:vi!:+Y;:S1lii:*�'t. ., 6.0' - OPEN FIELD XT:BROWN SANDY CLAY CL ..._- ._._... .. -___ .___-___.. fes ',i r...........as o:!:::: .,lCr!:(:':11?ielis:�::i:e�::iii�!�•::':':Yie�':: Msal[At- ..r' .[': l:l'; %i%•'::IllE 1. +•+'• - -- - - -- -. ..-_ -- -- -.G RA Pte_ - - - - - PALE BROWN FINE - ------- -- - _- ••.x '+: A. .. -__.__- ___-__. -_-__ .__--:. , :. .i:!il,.y: ?iti:.%::.i,!f.:!vii,''+.•:�'ii'iiieT:i6:??:::e: :++ �:ii:'2 TO COARSE SAND SWVjKA .ALUN.AAN.FC NNE _- _..__ A Ol IEA 23.0' x - -- _ --- -- -- -- ---- ---- _- _. X63--. .-- - `-- ----- -- -- - - - ----- _ - - - ----_-- COMMENTS.NO WATER ENCOUNTERED X. -- ---- _ . _ _ ..-. .___ __ w" __ _ ._ _ __ _�_ ___ _ ___ :_ I+�4 _ ___ _ _ _ ____ QIP•• N/x/F IOSFFH.OgNA % •p __ -_..-- . .. _ _. -_ _-_ - x17, --/� _ __ xom,xa L' i:. --__- - ---- .i(: - ___ -_ _- wn D� , , R1 = _ - _- --_ -_ _ -- _ _ O _-.. _ _ v X � � I X,.^ 2 >. K--. x17, EM ys' =iY \ \ Qom' - - ISI]1�VL u� Imo ,x, xnm u:rP.q, "^� X., ""•X %n] %M ""� %w, ^"� •y X 13x503' xna NISROPW X / / %n awnv %N 4 X. %,i, xIOF A" -F uvuvea 'S _ BRIDGE mm LANE xl% ,EfD' mx b SITE PLAN Nro/F EXISTING SERVICE AREA- a° drawing scale 1"=100' xONNALwuLER NO PROPOSED CHANGES ° z 0 LD W 0 PROPERTY LINE SITE DATA SURVEY INFORMATION PROVIDED,BY: ROOF AREA RAINFALL CALCULATIONS FOR PARKING CALCULATIONS: DRYWELL$: NATHAN TAFT CORWIN III WINEMGROSS KING:OOR 5,45 EW GRAVEL # AT +r#* # 4r + +# r�#* t 4r + #r#* +f#* + #+ + ++ # +x#* t 4r * 4r * *,+A, * #+ * MAIN ROOF AREA: 14$'%66'=9,570 SQ.FT. WINE MAKING:AREA: SQ.FT. - SERVICE.DRIVEWAY FOR + # r## + } * # * * t fkGrP SEb WELS.+t r # * # +t * * + * +* # LAND SURVEYOR Q ( " )_ WINE STORAGE:4,17$SQ.FT. j� LOADING DOCK - x' + * # * + r + + 9 + * # * # t + + + # + + 9,$70 SQ.FT.X.25 3 RAINFALL 2,390 CU.FT. P Op 6Y } # } + x + " * + ++ FUR DEME TIC # }+ AT + 2,390 CU.FT./78.5 SQ.FT.(AREA OF l0'0 WINE MAKING:5450 SQ.FT./1 PARKING SPACE PER , r a A, + + + A. } C } + + +m + + + # PLY swop-suWMlnuv - sn.Flan} - Om., oT Calvin TO Op + # + # *+ # #* + # #+ + ++ 4 #+ + # ++ + ++ + # + + ++ 4 #* 4 # #* } #* # + - W * t #* + #I A, #YJA'ER-�U+EDI,N ONS #+ 4 # # # r+ * M * + 4 +t # +t#x PHONE (631)721-2010 F.. (631)727-1727 DRYWELL)=30.4 VERTICAL FEET OF DRYWELL 500 sQ.FT.OF G.F.A.(LIGHT INDUSTRIAL USE) _ MEq'YA/!18 -T#+ $+ * A. 4 * ## # +# + * +# * +# + #*+ + +# A. ++ # *++* # +# # #r*# + ++ * +# * *++* # QG, _ +# t GRAtSAR A * # + #* + }t * +* r * * x y' + +t * +# t + + wFu.'Es I..AT wvuxS AE. REQUIRED =11 PARKING SPACES ..� # # # # + # # # # * 4 # N, # „ t AT * + # A. } * # # 4 * t + * k # + * * # # * T ]4 # t * } * + * # ]R1 POANOxE+YfNYE PD B.. 1231 * 4T * # # + # + t + + * + * * + A. * * + + # + + TRACTOR + + # 4 t * + * + 3r * „ # + + nNERHGD, N.x nn 1101 RN.m.m x.%r"n num-osis USE(4)10'4)X 8'DEEP DRVWELLS=2,$12 CU.FT.� + t h * * + * + # * GR S A A + + t + # + + # + + L * * r + * + + * + + + * + + # * * t + t + * # + + + �' + + +r # + # # xr E.N.I... WINE WINE SQ.FT.O G.F.A.SQ.FTj 1 PARKING SPACE PER # # +4 # #} # +++} # ++ # #+ # # # + 4 4+++ + +4 # #+ # #++t # rt # #+ + 4 ++ # #+ + 4t+4 # +4 # t TURNAROUND #+ # #r+t 4 A. # #+ r #+x+X # r+#+ + 4+ * ++a, #++ + *+ + 4# x t##* + Nor 11. 2007 uPwrt sumty 1000 SQ.FT.OF G.F.A (WAREHOUSE USE) AT # # +AT r } + # +t # t A. * * # # * #+ + r + # + + + * +t } # r # + * + +# + # # tt r Y + # ++ 4 * ++ + #t #t + rt + + CANOPY ROOF AREA' 600$Q.FT. =$PARKING SPACES + } * + # + 4 * + * + A. * + + # r + * + * + t * 4 * # * + # * + * +C#O NCP#ETL+' + t # # * # * + +,+ * + + + # + AT # + # ON + + * * + * AT t + t 600 sq.Fr.x.25(3"RAINFALL)=150 C U.FT. + + # # } + + + + } + } + + +W + # + # --- + # # + # * t + + t + t * ET`AIMIN x W L+ .t # + + + * * AT + * + # + SITE INFORMATION: 1538'}' �.�T}i+ # + t + * # + + * # # + 4 # #� t # * # t3 4 * # *�,.L'# # Rt0IGE 4 # + A # #* + # + # t ## + # # * * + +* 150 CU.FT./50 SQ.FT.(AREA OF 8'0 DRYWELL) TOTAL=16 PARKING SPACES --'- SIDE YARD SETBA + + + # + # + + } + # # + + # * + A. (rI +,.� + + * TIDE * * + * + t * + * # # 4 + + * =3.0 VERTICAL FEET OF DRYWELL REQUIRED + } 91 + # } A. # t # + NEW GRAVEL + + # # # + 4 #+ + # # + # + # # qEE,� �+ # * + r * } * + * * # t + * # * # # + : TOTAL LOT AREA=1,353,536 SQ.FT. 31.07 ACRES / (15+1 H.C.PER N.Y.S.CODE) r * + PARK' G ARE + # + * + # } +� * t # * } + # + 8'O_0F + + + + * # t * * } # * + + # + * A. TOTAL GRAPE CROP AREA=887,875 SQ.FT:20.38 ACRES USE(1)8'(17 X 4'DEEP DRYWELL=200 CU.FT.V * + + + * 45 ACE$ * + + * t * t + \X # L/-190* + # + r + Y `\5* + r + + * t t + + # + 4 t TOTAL OPEN AREA=46$,661 SQ.FT:10.69 ACRES + # t # +, •# ,F .# . �,# # *' \ * 4. EEPt * * + # # 14P��0'Dt } r } # '+ t # * * * # ---- + } LT 1, - * * * # t } + ',} t Q. # # + + CROP COVERAGE PERCENTAGE=6S%CROP COVERAGE PARKING CALCULATIONS REFER TO$OUTHOLD 4G # + *. + ' }. h'4 . .Xt__- _____ + # * # t # } * + * 4 'n$:DEEP # t + t * t + + # + + + + } * LOADING DOCK RAMP: 920 SQ.FT. TRUCK -1} # t # t+ r # * t - •*+ }_�Oi� # , �" t lC� %''kt♦- #� r*-+" + s' +, +' * r +' _+ TOWN CODE:CHPT.280;AN XVIII SS 280-78 TURNAROUND _. _ _. _ _. _. _. - _. -. -* -*.a` * * - t x �' E +,w^, #t 4 +AT #bn$W#A. #+ * #*#t ##rAT # #+ } + ++*+ + #+ 4 A. + # # #* # +# + 4# + +# * 920 SQ.FT.X.25(3"RAINFALL)=230 CU-FT. CONCRETE LPO I Y• # # EXISTING STRUCTURES=4,429 SQ.FT.(FOOTPRINT) AREA LOADING RAMP y�{]]1 6r E1� LOA G LT-3' #* + +t + # ## + + + *t * * #* + +* + #+ *f+*#* + +t + AT + +#+* AT + +# + #}+# # 4r + PROPOSED STRUCTURE=8,635 SQ.FT.(FOOTPRINT) 230 CU.FT.�$O SQ.FT.(AREA OF B'0 DRYWELL) PITCH GR4TE �AM A A. * # #* + + } +* + ++ * # + + ## +. # * + # + ## + rr # 4 * # #* # *# + * + # #* TOTAL FOOTPRINT COVERAGE=13,064 SQ.FT. =4.6 VERTICAL FEET OF DRYWELL REQUIRED CALCULATIONS FOR SEPTIC SYSTEM: -- - - JJJJ_i C �'A&QVE / * + +�.4 �- +�-* + + * + } + # AT # + + +t * * t + 4 +* + y LOT COVERAGE PERCENTAGE=0.9%LOT COVERAGE USE(1)8'0 X G DEEP DRVWELL=300 cum 1( 61.0 AT__.- __ + -- ❑ I.j'ROtbSED + + t * # * * + # + A SEPTIC TANK + * tet*bd.o L�1t4 h �- * # ✓NOP�SJ `y # A. GEN.INDUST.LOAD:0.04 GPD/SF n r + - _ 1 + # + # * 4 #* * + + # } t+ + + r * + ' SITE LIGHTING INFORMATION: GROSS FLOOR AREA:10,000$F ESTABLISHED + ++ + + + # PARKI G AREA P(P-TOOL } + 1* _____.__ r ____ / II * t 4r * + + * + * #* A. + * # * ++ + CROP-EDGE LINE * } * # # * } 4 s ACES '�8 tDeEPx ++ + 4 c- , t- A ' PROPOSED BU DIN 8,63 - - - --- -- - -- }* * # + t + + }# * t A. A. * +t * + + LT-1: ARCHITECTURAL AREA LIGHTING-MITRE-M4 10,000$F X 0.04 GPD= 400 GPD t + G 1 # + # 400 GPDX2 DAVs=800 GAL.MINIMUM #+ A, * + #xirOY } * + 4,v r_ + * + ++## * * } #* + **#+ # + } #+ t # ROLLAND-'FULL CUTOFF'UNIT WITH 42 WATT4 PIN / #+ # AT * +# + t 4r A. #t + # -���J%%---'- ----j® �# . # F41tk AT + t #* A. t # Ar COMPACT FLOURESCENT LAMP. USE(1)1500 GAL.SEPTIC TANK V #' + AT * + AT + + * + + 4 + + + # 4 _> _v _v v v _ F.F.EL=63.0' 1 + + + + r * v _ + t+ + #t*# * r+ # t} * ## # +#PEP4S kT FfITkV + _____._. __.: .__.__ ._._._._._ WATT PIN 3 , i # + A5y5TEy1# + + # } # + LT 2' ARCHITECTURAL AREA LIGHTING-MITRE-M o�, WINE STORAGE + -t + * + + + * # 'FULL CUTOFF'WALL UNIT WITH 42 LEACHING POOL ❑❑�❑�❑�❑�❑ry❑r+{F-I� LT H-,-, -__.WINE MAKING.---,_...-- --_-_-_ I - _-- _L __ +_}_#�`PI 1 #+ + 44 + #* # t* + COMPACT FLOURESCENT LAMP. 400 GPD/1.5 GAL/SF/DAY ❑Q❑❑❑❑p�Q❑❑❑m - _. _.\1 F_ ( T ( # +`��+ # # AT + # A. + # =266$F.OF LP SIDEWALL SURFACE AREA REQUIRED # 1 LT-3: ARCHITECTURAL AREA LIGHTING-UCS TULLV + * t r * # + + * * (' l:i %x C:' ':) Y ® I Ni�m1�®d ® ®®b # * } * + + # 4 t + + # + 4 PROPOSED WINERY FOR - '-- - H.C. 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