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M1S��T�O' Ntt�R 1� NYI�M UL• OV[RHEFDVARFS r Nri�I3 OVE E4D FES rviiNl a Zq � ic( I 7�607 Q x{p / � -_ � U iVGOLE EWFOiVqvFMfN� UiiLll`POLE 111111ttPµ�� Uiilltt>OLE q 1' � 2SRIGNiOi O OLE UiItIrvPOlf LI V �/ _ / 40 p a« 66.6 M co1« xararw�60`9� 60.9% �n�n 7�60.7 Roe[x[iourEo) . �rT�n 60.7 1t59.7 N4532VO�W 58.1% p riHCE ~ol IFGALDESCRPi1pN L1L• �tt� oxi�� x "'""� 1375.03' � ��Eu x�q �t653 �r,v[iovawsv�aair>nvern¢Hr %633 %61.6 %61.1 k613 %61.0 % �� __ - � x ,o,q BRIDGE LANE , 606 ,s.ov' 1 x6ZI W srNA 69.5 bn 59.1 x 60 595 605 59.6 � ;• / x�x D IVEW EXISITNG FRAME BARN ' " � �/ �� / � ` 60.5 60.1 � -33 / 85.5% I / O n �flPf NYDRAM � EXISITING SHED yn- 59.9 /x � �/ eeZ 3,490 SQ.Ff.SINGLE STORY lOO SQ.FT.SINGLE STORY �ry � � � /�i,� %� • N O W A T E R O R S A N I T A R Y NO WATER OR SANITARY �+ - a � � � SCTMN:100672-1-1.6 SCTM#:1000-73-1-1 SCTM1t:1000-73-1d.4 � � � � ZONE:R-80 ZONE:A-C � Q 20NE:A-C fRAMF DWELI'G � � OWNER:THOMASAND�AURAKENNEDY OWNER:BRIDGELANE,LP OWNER:LIEBVINEYARD,LLC �""""E ��^^�"�� 7200 N.FEDERAL HIGHWAV a 149900REGON ROAD DWFIIG � 261 DOGWOOD LANE � SCTM#:1000-84-1-31.1 SCTM#:1000-841-4.6 SGTM#:7000-841-6.1 SCTMR:1000-84-1-62 MANHASSET,NY10030 SITE PLAN BOCARATON,FLA.33432-2803 EXISTING SERVICE AREA � P.O.BO%907 NTCHOGUE,NY11935 ZONE:A-C ZONE:A{ ZONE A-C ZONE A-C USE:1 FAMILY RESIDENTIAL/ -� -^---^� t ---^---^---�-^^-^^-^---�---- • USE:RESIDENTIAL VACANT LAND Z �a�MF WATERFRONT �C�r�WIC�� C�t� �"^�I�V` NO PROPOSED CHANGES USE:TOWNOFSOUTFiOLD OWNER:EDWARDJAEGER OWNER:VIRGINIAASIP OWNER:MARIEMCIAUGHLIN OWNER:RAYMONDRKRUK DWELCG Q DEVELOPMENT RIGHTS 8355 BRIDGE LANE 8255 BRIDGE LANE 89-1O85TH ROAD 7645 BRIDGE LANE � NTCHOGUE,NY11935 NTCHOGUE,NV11935 WOODHAVEN,NV11421 CUTCHOGUE,NV11935 W � USE:1 FAMILY RESIDENTIAL USE:7 FAMILY RESIDENTIAL USE:1 FAMILV RESIDEMIAL USE:1 FAMILY RESIDENTIAL � � � � .._................ ....... _ .�..__.�. � � � � � � X 61.1 61.1 X W ' I T E QATA _ --- _ _ � � � � � y PROPOSED WELL LOCATION SURVEY INFORMATION PROVIDED BY: ROOF&HARDSURFACE AREA- GRAVEL AREA,�ACCE55 DRIVEWAYS�,RAINFALL pLANTING INFORMATION: ( I O F"' RAINFALL CALCULATIONS FOR DRYWELLS: CALCULATIONS FOR DRYWELLS: � �FOR DOMESTIC WATER-BUILDING ��v�' � � � T O T A L A R E A O F D I S T U R B A N C E:S$,O O O S Q.F T. o i w I � � � p ONLY�-4��PVC WELL CASING WITH PLANTING TYPE-1 I � �� MAIN ROOF AREA: �45'x 66�=9,S�O SQ.Ff. GRAVEL AREA��: _�4,ZOO SQ.FT. �� `` a STAINLESS STEEL SCREEN&STA-RITE Y O U N G A N D Y O U N G � � ��---�----------------------- ------------------------------------------ ------Y -------------- ��. GRASS AREA � �4,200 sQ.FT.x 0.166 2"RAINFALL X�.O ILEX GLABRA�INKBERRY� I � � STAINLESS STEEL�.S HP PUMP LAND SURVEYOR 9,570 SQ.FT.X.166(2"RAINFALL)_ � ) --"^""'"'"'""'' '"" " "" "-----' � 1 � �,SHH CU.FT:REQUIRED �RUNOFF COEFFICIENT�=2�3E)S GU.FT.-REQUIRED 36��-42" � � rO J)� NEW DIRT FARM ROAD Q �� NO IRRIGATION PROVIDED WELL-X TROL-WX3SO PLANTED AT 3'O.C. � � I j� 6\X m � STORAGE TAN K-ZZO GALLON 400 OSTRAN D E R AV E N U E �,SHH CU.FT.�42.Z SQ.FT.�AREA OF S� 2,365 CU.FT.�6S SQ.FT.�AREA OF lO��DRYWELL�= LOCATED AS SHOWN ON PLAN \ • Y CAPACITY LOCATED IN BUILDING. �= RTICAL FEET OF 3$VERTICA FEET OF DRYWELL REQUIR B k k k k' �Y�WELL RE RE DE ED �'�'1F 183- ��x ------------------------------------------- -----------�� \ o � . k k k k � RIVE , ORK DR PLANTINGTYPE-2 """"""""""" """"'-'"""""- ( '4N 4�c � � TRACTOR DRIVEWAY LP- � n k .t k < k RH EAD NEW Y QU USE 2 �O� X�O�DEEP DRYWELLS+ 2 �O��D X ✓ � ��G � \ a \ k k h" k �` k � k k k k 8�DEEP DRYWELLS=2�H CU.FT:PRovioeo � � y � �' TURNAROUND n'PICAL AT(1) � � x k oGwoo ) � k k x & ��' k M, k k _ _ USE 4 8� X 1 DEEP DRYWELLS= 8 j QTFR � ' x � x " • k �, � a � ��O�POLYETHYCf E h k x k�. %k '� xk k `�' } k 4H7A� TO PROPERTY IINE CU.FT.'PROVIDED � CORNUS KOUSA(KOUSA D D --._.. .. _ ___�--- . � � � X x 631 727 2303 � �/ X X k k - k k x k „ � w AREA _ � X �. a- x ��-H�CANOPY DIAMETER I ( NF .� x x k k `� �,Rg45S'�"ARE x k k kx k x '` x h k ,�h '" x x � . . � TRA�FIG BEARI�1G�l?OME � �AFER SER�(ICE'�L}d�lE� k h�� i- XX �' �, k a- -Y k -� '� .p � GRAVEL ARFA�2�: =2,]4O$Q.FT. QUANTITY:$ _. . ....................._..__..... _..-------'-- ...� .. ., ...� . . ' ,� X n k ,�. �r x • k k �k � a' k .} } � ,y k �" E- h � N' '.,��. -: • • . ., ., . . . .k x h� k '�' R, k k k� � k � k x k h ,�. kk �� N CANOPY ROOF AREA: 4�5 SQ.FT. LOCATED AS SHOWN ON PLE4N ..': ., k x x .r �O a�RR� ��hY k k k �ONC�E�Eti k k �Y • •.� k x � k � h' . x �4,200 sQ.FT.x 0.166 2"RAINFALL X�.� . . .• •' x � k k k k �. k . . ER,CA . k .r �. � x � ,� x DING INFORMATION: RAINFA - � � k �'t` h h' k k k .� � ' � �C�V STIR�ON � x �' , . .. k x k k ,, .� x cH 7T-,- °�-� � k k �, . : x � k � x x 475 sQ.FT.x.166(2" LL�- _................._..._.. ..._..---.�_.._.__ '�� ', .. :. .:.,. '. . k k � k k k x k k ,�xk �' ,� R , �t,�.k • DE E,��-- `�' '' x "� � �` k �k k k x x '" � � TOTAL LOT A 3�� SO CU.FT:REQUIRED NOFf COEFFICIE = eeo k k F17 �RAT . k ,tr SITE&BUIL x k x k '` k k k '' �TA IN'CN�;V1�A k � '•'GR,4TE'AT CyRAbE,' . '` A� x � k (RU NT) 457 eu.FT.•ReQu� ,�, .� k �„ k. k k .7y k x k �"x h, ''TYPICAL ALL SI 5 �Y .}� X h' }- . . • '� k k k ,ti. .k k k k y k �k� ,�. k k a. k '�" ,�, '� k �'. �.' ��.�' . •,' ,.. .y�:.� � '.'� :TYP�ICAL AT��.TNIS:. . k a' y� ,�' k k X h" � 'k k k } k �" k REA= . 4ZZ ACRES . :.. .. � � � �� kL�-1 k h "ti k k x k RflOF k I , ' � �+' k �./��' k � k k 'r ,�, '� k k k k TOTAL BUILDABLE AREA=�.32H�ACRES 4S�CU.FT.�6H SQ.FT.�AREA OF�O��DRYWELL�_ ..._..._._�`'_'.-_ __ .. . . . .., .... �; � x � � ..•.� � � ' .. k k k k h �" h, § k h �x . • �Gftf�VEL ARE�4.�2. �.. �� . � :..•• .�:��AREA ��.. . k ,�, kk �j V YY � a' k � .} k k k 'k k .� h k d, .k kk Y s $O CU.FT.�42.2 SQ.FT.�AREA OF 8� .._._............._........._._ .. , �• ' '• �• �15�$'� k k x,Q . . . ,, � x k k h k k k k STORMWA'�EP � 1_� � • _�2��4.0 SQ�FT. '�''��__j� '� ' k �x X k k k x k k k k � k ,� k k x �" (�DRYWELL�=2 VERTICAL FEET OP 7 VERTICAL FEET OF DRYWELL REQUIRED TURF SPECIFICATIONS � � � � V.EL ..�. } k k '� k � -Y �' GOhy`GQINI�EE*IT �k t . , '�' . CONCRETE RAMP.DtOWN.TO •x �' k 'k � k k '�" ,Y k k � k a- x { X � � EXISTING STRUCTURES=4,429 s FT. FOOTPRINT USE Z lO� X H�DEEP DRYWELL=S44 �.FINE GRADING OF TOPSOIL THROUGHOUT PROPOSED '' ". '�. . •• • ' _ --._._......................._.____..._._. _. .� •SIDE.YARD SETBACK. k k �� • ' � .. .t y. �[�EF�,d ' . . . . . . . . . x k k k Q• � DRYWELL REQUIRED k k ' � � '� k UR31P TE�'.1NITH k x � -� - � ARKIf�1G, REQ . . � " x k k k (t�NLY + ��y,� � . : GIFAVEL DRIVEWAY:, , k k � '� �. x x x �� x k k k k k �' x PROPOSED STRUCTURE=H,63S SQ.FT.�FOOTPRINT� / CU.FT:PROVIDED � TURF AREAS :. . �� • k k x k ' : .� ,.. : . � � k x h' k k 't" �F.� �. :.� " � �E�E'��'� • , . • � � p �' k �- k xW�O��NCdL(�SIJ�E� X -a' } k k k k '� k USE 1 S� X 4�DEEP DRYWELL=�E)H V -TOPSOIL SHALL BE MACHINE PLACED IN A DRY STATE : . . . . :., . . / ... . / .. k k TOTAL FOOTPRINT COVERA =1 . • ... ��.:� . � � ' k k k '..' _ 5.�PA ��5. ' k k � h � � h' �, .k . ;k,-. d- � _ � . . . .. . . ♦ ' x h, ,1, x k X �, .Y X k' k k � ';" k, x � k k GE 3�OE)4 SQ.FT. CU.FT:PROVIDED _.__.......................... �______......_._ . . : .. . . , , • oF 4 . k . . . �y ` , . . k k PROPOSED STRUCTURE TOTAL AREA WITH DURING DRY WEATHER TO A THICKNE55 . . . ... . . k '�" T-�. �.. ':. ...�:� ,�. k k, �,a� �: r'.. ,4.',.. .. . X... �;.h,`�,_ ' `.. . . /� h x F�VAC I�NVTS SC�fE. EC�'WlTHk k d" } k 't . .. - - . . . . . kGk . . ' .. � . : k } h , k`.� ''. �.rL'A �. N�i�Y .� �;',- __ __,' • • • . ' ✓ • `' � k k k 7 k �1 x k k k k x k k �. X - MEZZANINE=9,635 SQ.FT. THROUGHOUT PROPOSED TURF AREAS. ., . ., _ . .. .. ' . • . ` . � ' . � � �IO�-O��•�_' ' ��:. � - � . .. . Y h" '`Y ,�"4 ' k� 'k'` , ♦' � ♦ • ' ' ' ' � '� k �` k �PL�AN�fI t�C�,TY�E,:I � x k h � N ASPHALT APRON AT BRIDGE LANE: -TOPSOIL SHALL BE MACHINE GRADED TO WITHIN 1"OF � � �� : DRIV�'�1VQY LP= :�� , � .�. . �� r . � k k �- k � - - • k x x x k k k -t h k k TOTAL AREA OF ALL BUILDING SQ.FT.=�4,OE4 SQ.FT. LOADING DOCK RAMP: 92O SQ.FT. � ��r�. .. . ' ' � • • • '. . . � . .k k h �'�` ,�. -s� k k '� .�, � k � y � . • ' µ k 'k k' k .k k �Y a- k 'j` 'k .a� �� ' w TYPICAL AT:�4�� • � .. . � • • k �. k k k RC30� k �INCLUDES ALL BUILDINGS ON PROPERTY� 920 sQ.Fr.x.166(2��RAINFALL�= PROPOSED GRADE USING SKID STEER LOADER OR DOZER . . . � k k . . � . k . ,. . k O . . h - •�'. •�� '...•': �'�:• :. �. ;._:.. .:__�:_,_._.^.•._ '� •CI GRATE • AREA ITH . .. i ' , k � k k ` N k k k _ o WITH 6 WAY BLADE. � � �' ��^^ •. . �` �� . � • . • r k k k 'E'6�.Q S OR'�A�/AT�R . LOT COVERAGE PERCENTAGE-O.9/o LOT COVERAGE �S3 CU.FT:REQUIRED �' "�� ASPHALT APRON SHALL BE PROVIDED AT BRIDGE -TOPSOIL SHALL BE HAND RAKED WITH MIN.36"WIDE � �ti� Q. ". . •' .,. � . .�-:.'�.-' . • -- _ . . / �. . , IOADING RAMP - AN � k k k � ME x k � � ' }~ .• LOCATION��... �60.5 STORMWATER /8�• � �P E ��3 / .• . : _ _y • a N � � x P�ROPQSE� : r x �p�,q}N� �.p'� Y � x k LANE IN ACCORDANCE WITH TOWN HIGHWAY GRADING RAKES . ' :.i.Q . ... :. '�� .. .p l. . � PIT�H TOG TE � 1� ' P OF RAMP • .. & ,� �' ___. ...._, ,.._. ,. . --1`RUCK � 1 _ r�� n.P,cr,rnusi e �i CEVATibN =60.0 PITCH� ONTAINMEN DL✓EP � . - k � '` k '� x k '`� SEE ATTACHED SKETCH PLAN N0.3-LOT 153 eu.FT./42.2 s FT.�AREA OF H� .�. .�V a''' ' r' '" ' ' � _",.��_'_.:.____,__F_ . , � . k '�"' k � 8 C��1LxY h' �` SPECIFICATIONS: REMOVING HIGH AND LOW POINTS IN THE MAGHINE . � Q � ':4 Z • ' ;'�TURNAROUNE��.--� -• _ - •� ,.. . . . . �� •/ ' • " '0.� � "` k k k k k k P- Q� k � ' .� � k k CALNLATION PREPARED BY (!�DRYWELL =3.E VERTICAL FEET � � .s -� '`�� ~� �� '' ' ' ' , . _ _ Il '' " ' ' � .,�_x �.�,�. k L k � � k k OUNG AND YOUNG SURVEYORS GRADING TO PRODUCE A FINE SMOOTH GRADE WHERE A��,' --......................_. _.--.--._.____ •.•. . '•:, � ';i:'' ' •.�q�,((. ' . , ;... ;,� . . � • � .�' . . ' o p ET p LT �. k � Q�DE�f�.o- ''`" k k k •r Y OF DRYWELL REQU�RED THERE ARE NO AREAS THAT HOLD WATER AND THAT IS f �D �f � 2 ELE:p . �LP-10��X�Q�'DEfP� � !�. �'� • %�! : TO�-O"�'��.. DR{VEWAYLP- ��: ' 4 i k �,Q T�pk �"�`�k k � k §" k � � k k � 4°STONE BLEND BASE COURSE,2�°ASPHALT VOID OF ANY AND ALL DEFIUENCIES THAT CAN BE SEEN '�v� EH r'� WI7H.TR�AFFfC BEA�I _. :s� �' , .Ok �[$Q Q `� - •�~ ' /�/ ` � k �` x �Ok � x � k k k k k k � USE 1 8'�X 4�DEEP DRYWELL= URSE AND A ASPHALT WEARING ��J �,� "-� .. . • .'. �......�...._.............. ..._.._........__..._-_----- . � . . '; I, p . >� -ti--.-.:-.-.--�.--�.,-.-.��---.-.� ^..-.,..-..-�.�.'�, SURFACE � WITH THE NAKED EYE. �. � ' �'� k x ' BINDER CO 1 ° G' • �'CYf A AT� ,� � ''r k � k k .p' -.�, �,' �DOME.�OVER;G / � �k ,T`l..• • � • ' '�r �X }i �"�'�` k m '�� '�� '�.;'° i� ( � � ,� kx .t kk x x � k Xx k �, x k k k �� ) 16H CU.FT:PRovi�eo ' -THE HANDRAKING PROCESS SHALL COLLECT AND �� i • . x :. ". . '.EW GR �lE�'.' �•�. � �. 5,� �,�- •,_ ! ; N k k k k j �C -'" "'""'"""""""""'"""�' ""`-"��""" IRONIGRATE. T E � k � ' '• ' � +•-•� • �' ''" k x -r SITE LIGHTING INFORMATION: REMOVE ALL ROCKS,TWIGS,ROOTS AND OEBRIS LARGER � _ n'`.,,y�'� k '�j� /X , k � h •. . _ ' ' , t�-H(��. k �, F'-•-•-•-•r•�•-•'•-•-•�•�•�•�•-•r�•�•�•�•�•�•�•-•-•�•�•�•-• ��ly'•-•�• .�i k k �. k � x k • C � PAVEMENT OF APRON SHALL BE CUT INTO THE t 't,�� 'IC � ' # k x . . .. . .ARKING REA. .:. k f pROPOSED�UILDING 8 635+�- ;, � � v k k '�` k X k k x k � k N ,k THAN�4"FROM THE TOPSOIL SURFACE.ALL DEBRIS a�`g� _v'• ./ . .: . . TXPItAC AT :THI �' . � � "' ' �D�E� x , � �, k k X � EDGE OF THE PAVEMENT AT BRIDGE LANE AND ^� _..__. _._...__��.._..__. .( �., A� A ,-.. ., . '� x ��'�' - `�' , � ' '�. '�'S:SPAC S ' ' ' . ' J"� x k � _ • '=_=� • '�=_= - -- !! k k k k k LT-�: LUMENTON LIGHTING-BL43��°ROUND SHALL BE REMOVED FROM SITE. $�;?;,., ��'� i � � � `' x x k � k k r � CALCULATIONS FOR SANITARY SYSTEM O F-� : � � 2.HYDRO SEED TURF AREAS THROUGHOUT � � � k x �,� , . � . • . . . :•' 'R�O� k k � n � _ ,_ _ _,_,..,_,_, ,_ _,_ 1 k h. k k � � x k k � � EXTEND TO PROPERTY LINE, lO�WIDTH MINIMUM . * . �,�..( . � . x �' x � �X . .. ' yf Y ar x , � , . L._._._._. ii � k �, x k k k x h ,�, k ,�. N h x � � � BOLLARD- FULLY SHIELDED'uNir wiTH(4)4.5 � -MIX SEED,FERTILIZER,LIME AND WOOD CELLULOSE r ESTABLISHED EDGE___......_ � r : �� I� .� . • ��. k � k � . • . . . . . . . ,_ �EkE�. N a #�"=:=:=:=:=:-:{ � k k �, k ,� k k k k' k k WATT LED LAMPS. ) U2 I �0�� " N a' k ' " � t' �� , n � i k N k k k k � GENERAL INDUSTRIAL LOAD:0.04 GPD�SF FIBER IN THE REQUIRED AMOUNT OF WATER TO OF CROP LINE- � ' k x , � x � I � �T�1 k k .r k x x sj � � � . � . � k k .+r � ; ,�, } X -� x � k x � k x k n � � x k �` k k k �" k LT-Z: ARCHITECTURAL AREA LIGHTING-MITRE-M3 � pROPOSED BUILDING MAIN LEVEL=H,635 CALCULATIONS fOR PRODUCE A HOMOGENEOUS SLURRY.ADD WOOD Q�'"� �� ____...._.PFdOFECT AL! 'i � �. � : ' k x x x x X � k � � - - F.F.EL�!62.0 I � � x x k k x k � k O� � ., � ��_� k k ,r k k k k � k k �T�PS A�Ef�TF'.Yk � o . a n � /i" � � ,� � k k k a, h- X k k 'k k �FULL CUTOFF�WALL UN�T WITH Z6 WATT 4 PIN SQ.FT.H,63$SF X 0.04 GPD�SF=34S GPD PROCESS WASTE SYSTEMS�OF-Z&OF-3�: CELLULOSE AFTER SEED,WATER,FERTILIZER AND LIME EXISTING CROP � � . , ��. ,. : `p k k k k k k k r x k e : ._._ � -• •s. � ._._. n � �INE STORAGE ! k x x k �' ,� k a" COMPACT fLOURESCENT LAMP. HAVE BEEN THOROUGHLY MIXED. I. . .: .' '' �.' �' �.�'�,..�... ._. _. • •-• �L��_�� _._... ........................_._.._.. � � � � '��' ' • � �� . WINE MAKI�fG " �.-. i I 1 � � �' '` k x k ,� '` x • PROPOSED MEZZANINE SECOND LEVEL, FIELDS��'""""�" :. . � . �. . .. . .•. E E C S . �� k N k k TYPICAL WINE INDUSTRY HIS70RICAL WATER USE DATA -HYDRAULICALLY SPRAY MATERIAL ON GROUND TO LT- -f�.�.�..r-.�.�.�.�.�.�.1.�.�.��i..�.�f.V�r�•�•�•�•�•�.�.�.I 1 1 F.��r.��.�.�.�.�.�.�.�.��.�.�.�.�.�.�. .�.�.y�.l�..�.� 4 k 't" 'Y �r '�" .Y �' 'k h � ' ., :�� .:�.�. � � A P N R IL N 6 r f �2 ` k X .� k k '� k LT-3: ARCHITECTURAL AREA LIGHTING-UCS�FU L STORAGE=SOO SQ FT. NO ADDITIONAI LOA FORM A BLOTTER-LIKE COVER IMPREGNATED � � ��:. . ., �.�.�t�.�.� � (' _f f f f f � ' k x h' .k k .r r _'__"""'.""""'.'.'...'......'....._.....'`.""_____�____ I i. ' � • : � ... •... , ' k x ' N k k k k x � � ' ° „' •�•� � � � , � � � , � x� k x k k k k k k k k k � k ,� SHIELDED�PENDANT LIGHT WITH 4Z WATT 4 PINL Y PER MEMORANDUM 22 WINERY PRODUCTION @ 6,000 CASES�YEAR UNIFORMLY WITH GRASS SEED. I � � � �• k x k ''��•�� # x k kL�-� � ,i ( ! �� ! � 3 � � y`� ; � � ! ; ; � � ,�G ! ��d ;% h k k k y k k � k h k '� ,�. � � COMPACT FLOURESCENT�AMP. pROPOSED MEZZANINE SECOND LEVEL,NON X 238 GAL.PER CASE=14,280 WINE GALLON -APPLY SEED A7 A RATE OF 200 LBS/ACRE DRY WEIGH7. PROPOSED WINERY FOR , ' . . .. � � I. t � , �: � '' . . • :' ' . . '' �, � k k .y k. k '`� k i '�---� ! 'i � ! f ! 1 :3 '�: $T�2A�1NtR k x k .r k k � � , . ,. , _......................................................� ..._.� �. � • � t 6 F 6 2 ;': i a' 'k k k I � � f� ok N k � tP�S�� k k � O � � 1 � I - I s�h k T�R'P x sc � x k x MEDICAI OFFICE=SOO SQ.FT. ANNUAL WATER USE AT ZS GAL PER CASE X 6,000 -USES 24:24:4 WATER SOLUBLE FERTILIZER AT A RATE B&L PROPERN � • �� . . , L�-� .h k�' x'k xk x d �.. �,>. ' e�'_ � � �� 3� �� a �.. � x k k k x '�1 l� k k ete's: .-:-:_: :e ' � ° ' � : � '. / 88$� BRIDGE LANE � �. .•� � '(. �� x � k k k -ALL FIXTURES TO BE�FULL CUTOFP�OR�FULLY SOO SF X 0.06 GPD SF=3O GPD CASES=�SO,OOO GAL.PER YEAR OF 40 LBS PER 1,000 SQ FT. _ __..._.__.-_....__ � :� ',. �. . :. -.: • . � � ..�.. � k kk .}� k �D�� k q. � � j , s s I : i i f � 1 'i` x fi � k .r k a- .S. k � ' ATE F A . k k y °' � � � x k k USE LIQUID LIME AT A R O �G L PER 1,000 SQ FT. I • • � � � ' � � ''" � �. k x � k x � � ; k k h � } .F, I h d ; � � �� ,� fi,�1l;..� ' ` �� k 'Y kk x �` x � k k k k SHIELDED�. EXISTING BARN=3,490 SQ.fT. WATER USE FOR MAX.MONTH:0.12 X�$0,000= NTCHOGUE,NEW YORK��935 PR�-CASt CONCR 7 k -k ,r R�jp� ♦ k � ` � , • � � k r ° k � ) �H2OOO GAL. -GRASS SEED TO BE: I .'.. .' ' � �' ' •.': '.' .' ' k k � ,k k k � � k ,e��t k .t' k �_F i ' � �_ '$ }• _ � 3 ` �EL�':6�� k��k f�00� k k k " �. h -PROPOSED BUILDING IS PRIMARILY FOR DAYTIME ( 3,49OSF X 0.04 GPD�SF=�4O GPD 3�%LITTLE BWESTEM s.e.T.nn. #1000-73-02-04 - - -- ------------- PAVERS='HARD:SUREAC�' • • k X x k k k `k � (�.O k ; ;� ' '' 7'�2AP-FA � � ; � ; : � �; ,�' R x FOR ZE>-DAY WORK MONTH DAILY MAX.FLOW o � . . : . ,� k k , k I "� ��. !!�� ' �5` � � PI�OPOSE��P-8�y� S�'O�2MV�/A�E� h, k USE AND WILL ONLY REQUIRE PEAK LIGHTING � �� I !kT Ft/XNbI{�1P PARKING�• �� ' •• • � X k x x k k ,� k �� k x k , � EXIST�NG GARAGE=H39 SQ.FT. ZO/o INDIANGRASS .. :. : � .. ••'•. ' . '•: ,I-(Y k x x ryy � �-- '.ti � � i ,� k k �. �� R � k � l;'C}EFy,+� C�OhITAINME�VT k k CAPABILITY SEASONALLY. EXTERIOR LIGHTS WILL �H2OOO�26=693 GAL�DAY 2�% AZ � �'' ' " � '' '� " ' '' '. k ,�, k ;�`' � y`�W kY h-�' • i x �� k `r �e $395F X 0.04 GPD�SF=34 GPD / o URE BLUE FESCUE OR RELIANT II HARD FESNE - --------------- ---------- j •. : ,� .. :�. SRAC��. • � 1--1 k k A� k k q x .�{ I� � Y 1 k e k k - � k � x �' k 'k ,k .t OWL,-Tl�'PI�AL k ON A TIMER TO BE SHUT-OfF AT 9PM TOTAL PROPERTY LOAD=G93GPD �/ �S%SIDE OATS GRAMA .NEW.GRA_VEL�:��. ,� x aC 1 . �' h k/' x, k �� k y.. k -Y �, � k RA�R/� kP�20P'US�ED �- � � Y k ,} k � � . . . . . .. . . . y k S�C(�N D Y k . k�i h" ,k, k k �. � . 1�. . �Y k ,� k k -k k � k k k k x o 0 . .. . .. .. L � � • . ��.; '�.� . . ... . . .. �UN ERl�'i �U�VI3 k 5°��_�..�� .��'t.60.0� � I k f a x k x � � kC� CRETC}.STEPS� N�_�� k k k �,�-Y„k X x � '�' a, ,k a� k k k x ,} k �r � C� Q -NO FIXTURE HAS BEEN PLACED CLOSERTHAN � EXISTING SHED=�OO SQ.FT. )S/o OF LOAD AT OUTFALL-2=SZOGPD lO/o BIG BLUESTEM _.... .-.-----.,_..-. � . .. . ... ., . . � � : f� �R�P. SE� i k � x :`,` x EtdERATOR,�AN k � 8 �L k � k S J.V OOSF X 0.04 GPO�SF-4 GPD o � � i . . � . : : ��6.SP;4 E " o k k �X k 'E I.��0�GAL k �. k � k�� 1� & �k �xk� •�„� k �" " Hb'AC.�Uf�ITS � k � x- ��n k k %�T,�NTYRI�-DOOR' � kBA�EIlAE Tik � �'`�'��`��',k � xk12}OO�CiALLkCj�`N.t� k kk k k'� k � X SfDE 513.5� r FOUR TIMES ITS MOUNTING HEIGHT TO ANY � � - 2$/o OF LOAD AT OUTFALL-3=��3GPD S/o SWITCHGRASS ... ..._......_._..._...... ....__._..__...._ PITCH.TO•GRt4TE_, . • t5+� H.C.�.•. . � '� kk T � bU�l '` k k. k,' •�X�; k ,s k k x x .� k x k, '� �°k k SFPT�C�ANK k �, k k k YARD SETBqCK PROPERTY LINE TOTAL PROPERTY LOAD-$S3 GPD ✓ E�E RPC .` _ ! I � � � � ' � 7�T k 'Q$�V�E� � k�I�N�ERGR �, k k I:f� C�`(. � k � k k �. ) � � �r k- � x 1 ' , :. S�R�EI�QrWI�H i i 1 k. k k k k x � '� I x ,.� x TYPICAL'ALLSIDES � . � . " -+� k & x } kPROPAN�"TANK k��.r�� k x,' ,�.'�� '�' " x a� � I `k M x .�- � k �. x , �` k� k y t�� x $' � k k x '" l ) SEPTIC TANKS-(USE OUTFALL-2 FOR DESIGN 1 ': • ' .. � •` ' � � ' .'. - ' ' k x Y FEE�?ER`S k N k k � � �''� - r '� ,��"Zd� x' k �LAN�I�G{.�Y�'��.1 �� k �`� k k � k x k � k �,� x � k k � �X 4� QUIQ k x k � k k -THERE ARE NO INSTANCES OF LIGHT TRESPA55 � SEPTIC TANK T E :. �. . . _._.. � ,.' ''p �.'... .,'''.� x k x %�.� ' h.k/ a'r h ''C ,+� LO k . k ,� k '� �,�0� L L�M k k k+ k D P T F�1 �k k x k k O N T O A D A C E N T PR OPERTIES CRITERIA� D R A W I N G D A k � k ' x ... .................._._.... ---_ _ DRfVEWAY LP=�� • , . . x �` � � x �' ='a� �- � '�' x z , k k � x .k 12 k ,x �x , x .y� k �° � x � x � � k �-�' k k � I . ' ' � ' ' � ' x x ��r� ; ' � x ,� �V C�iAI� I� ,� k k 'k k� . k k x k � k � � TOTAL LOAD=52�GPD .TYPI�AL�/�T��4�' : ..• . �. '� Q • .^ � k x k � ��%k"�.,k-� �G?�L OL'SY TENI , e k k k k k,'k '� y k � E�ilf&TANIc�' k k ''r x-��N '� ----�-.x � N k � k k k � x -THERE WILL BE NO ARTIFICIAL LIGHTING AT STREET TOTAL LOAD=553 GPD 11 MAv2009 � � , k � � k k '1�� ` �"S PTIC'T, NI�`� k k ar � ,y� ♦ 'a �`• , 'r h k * k k SS3 GPD X 2 DAYS-�,��6 GALLON .._ .......................... __...----_. . I � :�. � . ' '. . . :�. ; ' � raaN �� x k' k k �yNIT�I 1NO�D� � �'f�� # k�.k- ' '�nS P' ,t ki/r�� x �. :§ �, k�8�';�C�L�U,ID�ERTH��&/k ';"r�� k 'r x�k k x k k k r SIGNAGE J SZO GPD X 2 DAYS=�,�4�GALLON STANDARD NOTES: I . ' � � x �"' • ' � ' r . . ' arx � k FORME '� ,�.. ,+s.� Y k h� k '4'/ �,� ,� k k k �'sR�Su�Q� LI 141D DE�TH � k ♦'k a. � '�� k Y k k 1 1 k '�` k. e k '` �. k k \ k k S , x k� ; k� � � � �`k x k k x � ��A�� SEPTIC TANK MIN. SEPTIC TANK MIN. ISSUE DATE I � , ..'-, •'3'Q":O :, .. ' '� ,-0��:: '. _ .k k ,}. -k.� ,k � .k k j ,¢ k r 'k k t ,�' k hA ';' �t` • '� , x .t N Ef�C@O UR� x t� �x I'r ' h' k k k "�" X x � k k k , a.EX�'A,NSI�N�- h'#,� k k 1 A' k k �-'�X�Af�SI� k �. .+r ,� k k j k �x h + 'r � lr k k A� � -ALL SECURITY LIGHTING TO BE PROVIDED WITH / - -� " " �-- " I . . � PRIMARY FL�CTRICAL .� ' : `� a- X �+' k � k x h � e} � k � �` T X' �t' k , i ♦ '1 a. k �, k . k' .� k k � �' k .�� ' ��'4" �. k k��k-- � k k k �r �O IR�'� �O��r k MOTION SENSORS SE 1 1200 GAL.SEPTIC TANK AT OUTFALL-2 CONTACT THE ENGINEERING INSPECTOR CIGS-�SEO�AT 22�urve 2009 ( SE 1 �200 GAL.SEPTIC TANK �/ SE � �ZOO GAL.SEPTIC TANK AT OUTFALL-3 21 SEPTEMBER 2009-FOR PERMIT AND BID I . ; �� k �, � k �L�C�'Rh�A6� � ka` k x LEAC�HII�G�PO�L:'R h�y „�, k'` .q- k �!' i` k kLERcCHING P,�00�. ar. �! ,ti � �_�� ,r k x L�A�HIf�G,kPO�L,ti k -�r�A �. k x ,'k �, ,� .Y x -�' h, k � x { LEAST 24 HOURS PRIOR TO START OF ANY WORK WORK . . . .. . � :'� •"� . SER�/ICE FEfQER CABL�•• '•�. �• . • • �n ,k k i k T�A�JSFORN�ER k t' �Oi� �� „ k �r � � ,t k ��k°�2� .� .k k ,�. �' k � ,�, �� r" "�r"�'°'�'k'~~k EX�A�151�NY 'r k � k LEACHING POOL PERFORMED WITHOUT INSPE�CTION SHALL BE CERTIFIED TO .......... .. .............._..�.. ..__--�- -. .,... � . ...:• .�. .. � h. x ,� k / k��, h. -Y �, Y k X .� ,.�,.... .,k.___ k k ,t �� ,�..Y k fi .k k k, ,k �. k k. .k k X �' ''� k r � �•�.� "�' ''r �� -`'9` _� -'� �_k�- k�h' '� � k k a' � �F$E TIVE[,�Pj`Hk � '� x .y k k E~FFkCTIVE'D pTPi x_�_�._k__�r,..�_..-k, k k k � EC�IVEE pEPTH k �' k '� � k `� k, k '� k k k k C SS3 GPD��.S GAL�SF�DAY=3G9 SF.OF LEAGHING POOLS-�USE OUTFALL-2 FOR DESIGN THE ENGINEER�S SACTISFACTION AT APPLICANT EXPENSE. �.s!-�'--=-�r---a- yr-- ar k x FaF I ' ' � � � �./I - - - - - � � LEACHING POOL SIDEWALL SURFACE CRITERIA� --_._........................._._........._...._.._..._._.__._... � .. {.. ,� LT-1 �....�.�-�-.-.�..�..---��.,�-A--^ti.�,ti.ti.�-�.-.�..�../ COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS, I � ' '� �` � �I AREA REQUIRED SZO GPD �.S GAL SF DAY=34�SF.OP LEACHING - � � � . REVISION DATE • � � ALL BUILDING UTILITIES SHAILL BE INSTALLED BEL I ' � . . � , . �I TYP�2� PARKING CALCULATIONS: POOL SIDEWALL SURFACE AREA REQUIRED OW • . = 2APRIL?OO9 USE 1 lO� LEACHING POOL 31.4 s .Fr. . � ' .. Q RAD _._.__................._................._. _._�_.,...._ ..... . i �� G E PROVIDE APPROIATE RISERS AT UT LI P � � � ------._................................Y _.... .,________--------_._..__................__.P.ROPASEQ__.. ._..__.__........................................�....... ....__ PROPOSED__PROCESS..__.__ __.___��._......_...................._...._..__.....__.PROPOSED PROCES , i rv o�es �.�_._.._.. � 1 '' �� '� ' ' i I "-`" � UNDERGROUND v PER FOOT OF EFFECTIVE DEPTH =31.4 Q T.PER MAY 2009 . USE LEACHING P OL . � GROSS FL R AREA' O S .F - 00 . Q � WASTE SYSTEM AREA � WASTE SYSTEM AREA I SANITARY il. 21 UNE 2 009 m 1 . . _ •1 FOOT F EFF . O ECTIVE DEPTH __....._.........._._.._.... _.._ . _...... I �...,;' _. , il TELEPHONEAND F-_ �„ ._ �_---___ ___ __ wiNEMAKING: 5,4SOSQ.FT. PPROVEDFORWINE-MAKING 14 ULY2009-SUFFOLKCO N ' ' � -- - _._.___..._...._.... ......_.._.__.._ ._�___...__._.___._..........._.. ul _ --- �--- --.._..........................__..._._.._.___.__� - ................................._..___....___.... ^._.._._-..___.._..................._.......----.___ �..._................................_.�....__...___. J U TY CHANGES SVSTEM AREA I DE I NED AND�'1 � ; , � �I "'"' - ----� vi z -� -�-��TH(S S1�E i5 DESIGNED�0.ND APPROVED FOR -- wwe sTORA�E:4,��5 SQ.FT. USE�2�DEEP LEACHING POOL ONLY,AND SHALL NOT BE OPEN TO THE PUBLIC FOR ANY I • �S-Q'�.' • i I CABLE TV SERVICE � Q USE 12�DEEP LEACHING POOL AT OUTPALL-2 �H AUGUST ZOO9-TOWN OF SOUTHOLD GHANGE 31.4 sF x 12�EFFECTIVE DEPTH=3�J SF.OP REASON INCLUDING EVENTS WINE-TA IN ---.............................._.�.. _______. __. - � � � J WINE-MAKING ONLY AND SHALL NOT BE OPEN TO . 31.4sFx12�EFFECTIVEDEPTH=3��SF.OF � ST GANDRETAIL 14SEPTEMBER2OO9 _...____._.._._...._ __...__...__.....FEEDERS....____ -------_._.._...................._.... ._. _.._ ___......._.......................__-____ ____ ______.............................__......- - - - ..........................._______._.__ _._...--....__. ____�.......�......................_�__.__.._ . ...... . .. --'- � NEW GRAVE i� 'a � ------------------- ------- -----------.---- - WINE MAKING. 1 PARKING SPACE PER EMPLOYEE SURFACE AREA PROVIDED- SALES. 17 DECEtitBER2014 I . I >- � � � . SURFACE AREA PROVIDED-3T/SF.>34�SF 14 oCToeER 2015 � -'SER'VGCE �I � � Tp THE PUBLIC FOR ANY REASON INCLUDING EVENTS, �MAX.H EMPLOYEES IN SEASON-MAX.3 3�J SF.>369 SF REQUIRED. REQUIRED. __._..........._.. ...._...._�.. _....__ . . .. I • . � . . �I -----___................................._Z....� .._ �_............._.__.. ______�4 _______ ................._....._...______...__ _._....................______...__ _..._._...... / I �DRIVEWAY�� _:____.._..---� __�_.___.........................._-------_�..__. � m _____._.._____.�- __.___._.....__...........--------- pjqc.__ _ W1NE-TASTfNG�Nt7RETAttS�4LES:___,._..__.�_ _ EMPLOYEESOFFSEASON� SE � LEACHINGPOOL�O� X�Z� �/ i � :' . •' �i LL O F�T SlBO =H PARKING SPACES FFECTIVE DEPTH USE 12�DEEP LEACHING POOL AT OUTFALL-3 _._............................. _.___�.__.. . _ .....__...._--------___._ ......................_...._....._........_.....__�.__._______............_...._......._.. ___ __ ------____.......,...............-------____ __ _____................................__...�.---- __.____........................_...A .. . ,T_-_............................_......__.....___� __�...__...._ .. _..._....._.....-----��._ ....---.....__.....................__._._...__......._ ' _ ........_ �p O _ _.._.._..._.............._...._._....._....__.,________.. . 3�.4 SF X�Z EFFECTIVE DEPTH-3��SF.OF � ••••� ' '�� ' �O WINE SORAGE: 4,�JS SQ.FT.��PARKING SPACE ____....................... __..._.......... _........ I . �� . �' .. i I LP-10��X S�DEEP WITH SITE PROTECTION FENCING- AF'QT PER�OOO Q T.OF G.F.A � EA PROVIDED-3T/SF.>��6 SF n SURFACEAR O� S .F . WARE E . ------- ... .-----._...... ... .._.._......_.._.�_�_._._._._._............................N.......__ _... HOUS USE _ ___-----..............................._____.._.. ---�.�......................_.�._....__. _.�_..............................---__.__._._.Y ___._________................................_.....- ---- -._...---..............._. .............._._._... __________..._._......_...._. ...__._...___...._._- RE QU I R ED. I • • '�' • ' i I, -""""�' TRAFFIC BEARING DOME COMBINATION OF CONSTRUCTION r0 �� ` =5 PARKING SPACES � � . .. � . R I i I' . POPULATION DENSITY E UIWALENT: N Q I . I V R AST IRON F � . • •� i CO E C - - ----------- ... , BARRIER FENCING R - NOTE:PRO E s wA T • . . FENCING,$ILT._.._-_- -.--__._....._...................._._....___...--____. _._._ _._..._........................__.._.__..........___. .- TOTAL-�3 PARKING SPACES RE UIRED C S 5 E SYSTEMS OVERSIZED BY � . � , . . i ____�__�____.._._._. ............... .._....... ._----_-__ ---._. . _......_..... .....---�___ ___.........................---........__. -��.________.. - ____ ___._.._._..............................____.....____._�._______-_ --._._.._........................._.. ._..._. .-_---- _............ .__._._�.............. � .,, ._ ., :. GRATE AT GRADE, AND HAY BALES AS NEEDED � 1C PARKING SPACES PROVIDED✓ APPLICANT �O.E9 ACRES�OPEN AREA�X 6OO GALLONS PER SITE PLAN I I _....................................._......._....___.T.`_......_.. , . ,Q'n' i TYPICAL AT 2 THIS - - ----. . ..._...._....._._......_____ ----------._..._..._ .........................._.._.......________ ______..................................._.........__._.......�__-- ---._._...._... _..........._.._._.__._ DAY AGRE GROUNDWATER MANA EMEN �Q� �.�._._. _ ._........... _...._.. . � I � G TZONE IV�. I . .�. _. . __„_____. _. ._.. _......_.. �.-----�_....---_..�.___............... . _�-_._ __ _ _ _ -______..._.. _ _. , �1$+�H.C.PER N.Y.S.CODE� �. AREA _ � UU1TE -----. �._ .__._._. � NQB� i i� _ _.._,__e._ ----....�_ w .�.��_.__...._ � = DRAWING SCALE: AS NOTED GALLONS PERMISSIBLE DISCHAR E ER A I � I _....... .�---______-__...._............. _._-- --___..__._...._... ..... ........ .. ��__.. . ..___._.......... __.....____._.�___---------. ._........................___......_._..._- -____ _..._...._............_...�.____._........-------------.... _...........__.. _._....----_�_.._........._ _....._....... ..... ... --......_�_ n ._��_ G P D Y �..�. . _ _.. � DS�I`VEA�E, i� ""- '� `j�('��€��"i��`j��? '� .-�Q'-------- ---- - --- PARKING CALNLATIONS REFER TO SOUTHOLD � n � � � � � � ' _..�. ..w..��_-._....�___� V _,___ �____.. � : PATHWAY i� TOWN CODE:CHPT.ZHO;ARTICLE XVIII;SS ZHO-�H PROPOSED DISCHARGE_$63 GALlONS PER DAY J NOV � O �0�� PROPER7Y OFTAO+M+LISARCHITECTURE PLHC ANYUU EE REPRODUCTION, IN WHOIE OR IN PART MAY ONLY BE MADE WITH THE PRIOR W RITfEN CONSENT OF 7HE ARCHITECT Southoid Tawn ,T.T_ Planning�3oard I I � � O ••• •• • • TYPE PROJECT CATALOG# gL431/ � Il�j � ��r�n � � DBTIB��; 03"Conduit �` � Opening — � .,�04�/�s° �� 801t Clrc[e ;� � �3 x 07/,c° . � ` Ground Rlouni •;�� ' -^`� NaOe laaiion � .-"�:'. . .:,a BL431 7"Round Bollard-Die Cast Alummum Louvers Applications Bollards are designed for indoor and outdoor applications Ballast Magnetic,HPF.Available in 120V or 277V.For 35W HPS 120V only. where low-level illumination is required Bollards are used to light walkways, (min.start temp -30°C for MH,-40°C for HPS) public gathering spaces,gardens,along waterfronts and marinas and other • Compact Fluorescent Lampholder (4 Pin) G24q-3 or GX24q-3 (26W), ,public and private areas. GX24q-3(32W),GX24q-4(42W)rated 75W,600V.Ballast� Electronic, HPF. Available in 120V or 277V(min start temp.-30°C). Lummaire Construction High grade extruded aluminum tube with die cast aluminum top and base The luminaire is secured to the base by three(3) Note: Dimming capability for compact fluorescent lamps reqwres alternate tamper resistant,stainless steel set screws Base is mounted to Anchor Bolt ballast Please contact your local representative or factory for options Assembly Kit (LUMENTON #KT0007 - included) by three (3) nuts and washers.Note:A solid foundation for installation is recommended. Through Wiring• A maximum of four (4) No 12 AWG conductors (plus � ground wire), rated 90°C min A 3" diameter conduit opemng at bottom Luminaire Enclosure:Round,one-piece top is constructed of heavy duty tlie provided. cast aluminum housing with a powder coat finish A vandal resistant louvered shield protecting an interior U V stabilized polycarbonate molded Finish:Powder coat.Standard colors in black,white or natural finish.Custom lens, provides a 360°symmetrical light distribution Luminaire enclosure is colors available on special order,supply two(2)samples. secured to lower housing by three(3)tamper resistant, stainless steel set screws and sdicone gasket for quick installation andlor re-lamping. Listing UL 1 ETL Listed,suitable for wet locations(IP54) Temperature (T°C) Column "T°C" is the temperature, in degrees Celsius, measured at the top of the fixture Electncal� •LED: o -(4)4W(2 4W LED's per side),warm white 3100K(+/-150K),CRI.S0,580 o Im total(N344C) (4)4W(2 4W LED's per side),cool white 6300K,CRI 65, ; 860 im total(N624C).120V.Min.start temp -30°C For lower or other LED options consult factory •Line Voltage Lampholder Medium Base Incandescent T10(60W Max)with high temperature leads(660W,600V). � H.I.D Lampholder: Porcelain, medium base, nickel-plated contacts, 4 KV pulse rated with high temperature leads(660W,600V) -Metal Halide(MH)BD17(50W) -High Pressure Sodium(HPS)B17(35/50W). spec�rcano�ssua�ecrrocna�ye w,rnournon�e �� ` _�a,sh m• �ta�as�a�� '' �� ', ..��_� nrG�ax�.u�t� �( �](� srtnd' �t� � ca;�r �f��' x� .r�;r�5tu�z D � l�J � � U � uests�ae►1 �si��;nt�., �'� °�� q�� -q - �� NOV �. 0��2015 �.��. �� '� �� , � m�a, ■ �� ,, .;�,p � ,.:�.; � � �r' _ w ;� Southoltl�Fown � �.r� Planning Boartl �� , �..� � � � ■,x� d�ti I, _ ■ ,,►�; , it�� s�. �r� �aatr a��n ,�!► u�a� Page 1 of 2 ' Tel 888-4-LUMEN8 Product specifications subject to change without notice www lumenton com «m0 i � _ iTEM#: BL431 • - . - : . . . � Lamp Description T°C Lumen Base Bulb Watt .��- — � LED . w�,.,.�,..�..� _ ..�,�.�---,.�.�..r�,,.,,.,�.-�-;,�.�.:.-,�.�._..�..� � 1 Black , . , �. . _....--- _ _-- ...W.... ��...,.___.__� (4)4W Wht,3100K 580 - - (4)4W Natural (4)4W Wht,6300K 860 - - (4)4W ��- White CoinpactFluorescent- �20�/277V"'' � � - �� ' 26W PL •. 41°C 1710 G24q-3 4 Pin 26W V ' � 32W PL � 45°C 2400 GX24q-3 4 Pin 32W 42W PL ��^ 48°C 3200 GX24q-4 4 Pin 42W ° High„Intensit}i Discharge- 120U%277V ' ��`�� 35W HPS 50°C 2250 MED B17 35W 50W HPS 52°C M4000 MED � 617 �50W ' � 50W MH � 57°C 3450 MED ED17 50W � �..�,._ ._ _._...�._ � lncandes'cent � ° ' � ' �� A � . ' 60W 63°C 740 MED T10 60W Max. Codes �; Architects Choice: Most visually appealing fixture based on lamp type �� Highest Efficacy: Maximum light output per Watt(Lumen/Watt) v Available with integral emergency ballast.Add M at the end of Lamp Code. ie.. PL32M. �ni2o�o Page 2 of 2 Tel 888-4-LUMEN8 Product specifications sub�ect to change without notice www lumenton com «m� (1)UNAl1THORIZEO ALTERATON IX2 ADDITION TO 1H15 SURVEY IS A�LAl10N OF SECTION 7209 OF lHE NEW YORK STATE mUCATION LAW (2J DISTANCES SHONIJ MEREON FROM PROPERTY LMES TO E%1STINC STRUCTl1RE5 ARE fOR A$PECIfIC PURPOSE AN�ARE NOT TO BE USE�7D ESTPBLISH PROPERN LINES OFt fOFt EREC770N OF fENCES. 3 COPIES OF THIS Sl1RVEY NAP NOi BEARING THE LAND SURVEYOR'S INKE�SEAL OR EMBOSSF.D SEAL SHALL NOT BE CONSIDEFED T E A VA I TR Y () D B LO UE COP.(4)CERTFlCAliON M�ICATED NEREON SHALL RIIN ONLY TO T1E PERSON FOR WHOM 1HE SIIR�EY IS PREPARED AND ON HIS BEHaLP TO iHE 11TLE COAIPANY,GO�ERNMENTA�AGENCY AND LENDING INSIINTIDN USTED HEREON,ANp TO iHE ASSIGNEES Of TVE tENDING INSTTUTION.CERTFICATONS ARE NOT TRAN�FEPABLE TO AD�IttONAL INSTITUTIJNS OR SUBSE�UENT OwNERS. (SJ 1HE LOCATON OF WELLS(W).SEPiIC TANKS(ST)&Cf�'.:F'OOLS(CP)SHUN'N HEFCON ARE FROM FIELD OBSERVATIO!!5 AND OR DATA O�TPII�EO fROM�THERS. �0�� N 400 Ostrander Avenue, Riverhead, New York IIQOI tel. 631.�2�.2303 fax. 631.'127.0144 � admin�youngengineering.com `�L�`N ,� �o ; N pN� �� gg;s� �� .� �� 4�� 4�� L � �o �� o� � � e � � � 9 � � �� s/ �' � � p � � � W � E Howard W. Young, Land Surveyor � �yKN�� \ �� \ `��O�� q��e� ` W „$s � " E N� Sp�Nfl �� Thomas G. Wolpert, Professional Engineer o\�2,,` U�� o \ � O� \ � / \\ � � L O N G �c,L� Douglas E. Adams, Professional �ngineer N�2-t 3� �op o�h ,\ �ghs� �o '\ 9�;�� '� %,�e,y � `� � i!i � � Robert G. Tast, Architect s � o `o f, \ y /� � � s zo o �-��! d�`% �,, \�\ qg`�qe�`'je � /'�,� \` C 3 �� c � ,/ J � a�5� � � g��o�, \ q�/�y .� c � � � -- \� s � �S'�� o � 6°o � S� � �� _ �c ti'< � -, � - = � 1- �, � . , „� � 1 - �` < S I T� DP�T�4 \` �Cg gs ��''� a� � � e S 5�,�e.S' � ��-�N-�� \ � � �� <� � � TOTAL AREl� = 36.8800 AGRES \ G� ��,y � �'Sr\ ��s ��'j s�` �� q� � F p,R�`R // / � �� / S�' �C� * 1000-'13-02-4 (EAST PARGEL) = 31.0653 AGRES �� 9,�e ��'tiJ��j �i� o,,�P�c� �� o��E � �'�/ �� /� � � /--._ � ` � �� '� 1000-�3-OI- I (WEST PARGEL) = 5.814'1 ,4Gf?E5 \ fj fj e o,�,� s, oNE / / � �`y� �j @ � 5'� oF � '� ZONING USE D157RIGT = ,4G � R-80 �� e�, ys $6� sy9� / I C11��2 \O ��N� �� /� �/ // �/ �J ��• * �/�RTIGP�L DP�TUM = N.G.V. DP�TUM (M.S.L. 1a88) ,y � N � _ � � � � � �o , � 05�0 0 ,�� ,,, � � � � � �� p,5'�P`1'�p� �„�N� �� J r �k / ,�o/ / / / � � �° ��`��'� 1�� / / / j� �S�$�o, � YI�LD G�LGULr�TION �� , _ T. � /� // � / � o � : � . , � i � � _ �_ _ _.._.--- "'-'-" � � � �� ` UNBUILDABLE LAHDS `� �� 9'S'�. // // '/ L � � * RIGHTS OP W,AY = 30,182 SF OR O.ba2a AG \ � NS4 � �9s BUILDP�BLE L.,4ND5 � ti �` .��.o / � � FI-� 1 i � o �` c � / ' �Q � �� },. / / I I TOTAL = 36.8800 AG LESS 0.6Q2a ,4G = 36.IS'il AG \ / � _ _ _._ -----7._ �- � / � � / / Z ` r� / \� � `� � / / � LOT YI�LD = 36.1871 AG x 43,560 SF / SO,000 SP = IQ.1 LOTS i / /�-�S � / �3 ��\ � / i l� / �� O � S . � �� I � � i� / / � \'� /�`�� 1 � '�" �6 \� / � � 1 ��/ / R, � _ \ 80/60 GONS�R�lATION SUBDI�/1510N � �`�� `S'�` � � °� � �s'� � ' � � dG� '� GONSERVATION YIELD = I�i."1 LOTS x 0.40 = '1.4 LOTS �' // ��•p �� c ,.� \ ��tir�� l � � <� * P�LLOWABLE BUILD�aBLE L,4ND5 = 36.18"11 P�G x 0.20 = �.23?4 ?.G � � R�QUIRED PR�SERVATION = 36.18�1 AG x 0.80 = 28.R4�i'1 AG � i �S, �` � � �/ � °'"�� . � j , �--� � ``9i. � � �� \\ � � . 1� c� \ � ��-� -, , � Nv � v � -� �. � � �, sA � \ , �s� � \�`-, \� -�- ' � �� - , � �`. ��q, �''�G� � G��`�( �1-�NG �\ ) L r D�1�LOi�M�NT � Pi�S�RY�.TION // �'7 O� \'� O�-J1�O66� - ' � � \ S� \\\ �.�� 9� � ��/�1 �^� \ ' '� O� •�\ 9�6�� i iS �•� \ �\\ �F` r ( ��'` � /S lY � � ��s�•s c j�o� i��4c,� �� -�.�.\ � ��\\ � `'� � ' L�� S G�,�m) C f'�7�0 � � '' `•� �� \-� - � �� N.� (�� '9,p� �v O'�t� ��LE F9'C � TOTAL NUMB�R OF LOTS = 7 LOTS g c`j� �� .�" `- � {�\C� I + � o �� TOTAL BUILDABLE LAND AREA = 'i.226a AG O/ y ��. .i� �- �� ) ` C`�, �' .�1fj � �yS, ��•\ \ `��\ / � �S p� PRESER�/ED g OPEN SPAGE AREAS '�. � -� � � �� i '7j �` BUFFER #I = 0.4?95 AG c �'� O� O � \ � \ � ei, * BUFFER #2 cf ` `�i�� ,� \ � ��` � �� ^,y� �l.oy * AGRIGULTURAL PRESERUE = 28.�1206 AG \ = 24.04�Ia AG i� �-� .,q`s.� �' �.�-� �� \ S � PRESERVED AR�I� "�-\ C �.�� / �-\ ��` � f �<C ��Y.MJ�1� 2Q.049Q AG / 36.18�1 AG = 80.3% �� i '� ♦ / ,� SGALE: I"=600' -\ /,• i .\ � /� \ ` / � � .�- � �P �\ � ///i �_\� 669j, `\ \` ��0� \ 9'pyc�� / <� �`�, . � � � OWNERS .\ . � _�.` oA� O I �-� \` � � �,� � -� p�j � I ! �� 1000-"13-02-4 (EAST PARGEL) = N8L PROFERTIES, Lfi' � \��-\ 9c�` J;� C%^�.�h`� \ \`� . M/ � � � �� 1200 NORTH FEDERAL HIGHWAY, SUITE 411 '� /i" i'\ \ �\ V`�` _\\\ ///� /� �$ \\ �� QS,� \ ) � , I BOGA RP.TON, PLORIDA 33432 p � 1000-73-OI- I (WEST Pf�RGEL) = SRIDGE LANE, Lt� � ' i� ' ` \ �� `t- 1200 NORTH �EDERAL I-+IG�fWAY, SUIT� 411 ��i� � �/ �/ /�`j O \�- \\ \�\ � 'i 9�� / <� ��o s /> �`\ // BOGA RATON, FL0�21D,4 33432 1. � � o �r /� ,� �S'�;-' � • \�-- - - - - -so- - - - - - - - - � �6 / , p ,- � i ��-( � \�-•.� ;,-'� � � �� `�'�-� �KG I N��fiZ'S G�RTI�I G�TI ON ,^1 �� G,�� O �G V l�`� V p�� q��.� �G�ic ��}"q \/ I �, • i HEi2�BY GERTIFY THl�kT THE WAT�R SUPPLY(S) AND/OR SEWAGE p��P�G��LL� ��C� �" �oj� � �O � t�`� D15P05AL 5Y5TEM(5) FOR TH15 PRO.IEGT IN�RE GNE ME OR ��L'` P�� ,y�Q� �4j�� o `9�A �G� I S�S$o' STUDY OP THIE 501�SIT�E ?�D GROU DWR�� GONDITIONS, f�LL �GjP \D� a 6� .p. ��. ��_, LOTS, AS PROPOSED, GON�ORM TO THE 5U FOLK GOUNTY O��'Q �� `�s� � G O { O�} DEPARTMENT OF HEALTFf SERViGES GONS UG710N STANDARDS IN /��Q� �L� �%�9� I � '-�� EFFEGT A5 OF THIS DATE. l � R � � t- � �S� � � L� c �0 � �i T �� O �59 � �` ��1 HOWARD W. YOUNG, N.Y.S. L.S. NO. 458Q3n i � �� s% �-� DOUGLAS E. ADAMS, N.Y.S. P.E. KO. 808Q7 u 'o, � ��J. '�� T�+OMAS G. WOLPERT, N.Y.S. P.E. 1�10. 61483 M �y/O � ��// // � ``\�6ry /�\ I LL 4� I N ,�'�i �� /� " \ `.� // �\ `��' SUR1/EYOR'S GERTI�I G�TI ON ,� O / ` � �. ��'7.L omtgl(-gutm„ M i� `�� / ��„ • I HEREBY GERTIFY TH,4T THIS MP�P W�45 PREPA ING DEED s � �` / L. � � � i � � � � n(� � D G IPTIONS, R�GORD SURVEYS, SURVEYS B TH�R5 AN � i � / \ \��'o D U GONVENTIONAL SURVEYING TEGHNIQU�S. M / , \ � �' �i i�� `4� ��'i<�iCG 'd s�` / \��8, � M _ , i , / � ,y� s�� /ticS �,��os � � �`.�\ �1�`�7. SE� Q 4 20i5 � T,48UL,4TION O� �1��5 ' ��% �' '�, '��S �''�� 4�, SonthnkdBoard .� �"'�"-" � � � �' i > � 1�, Pia 9 � � G1 � '8 i ,. % AGRIGUL?UR�4L \\ �� ° �� ._ - .� `��,`S.� i, � l �'-�. � LOT NO. TOT,4L RIGF+T OP WAY BUFFER PRESERV� BUILDA�BLE �� \ �8�-4c �p��p� �� HOW,4RD W. YOUNG, N.Y.S. L.S. ND. 45893 6 � L. o I 30.1422 AG O.6Q2Q AG 28.1206 ftG 1.328� �G � � �s2� �Oj�\ ��b� ry 's, 2 O.�i231 {�G O.�i231 f�G �?Q \ � � � \�� i' �� 9�6i�� >, � '0,�� 3 I.1253 aG 0.4'795 AG 0.6458 AG � `��`'� SU�D I Y I S I ON M�i� 4 O.Q51�f AG O.�i51Q AG � 4Y1 5 O.�t354 ,4G O.�i354 AG ��,.. T�� YI N�5 6 O.a261 AG D.Q261 AG � ��'F� \� `�, -��, ��,� at Gutchogue, Town of 5outhold '�� Suff o I k Govnt , New York 'f 1.0148 P�G 0.44a8 F�G 0.654Q AG O a GAMILL�'S VdAY O.Sb10 AG 0.8610 AG \ 'ti� y o \ ,..� o TOTAL 36.8800 f�G O.ba2Q AG O.Q2Q3 P�G 28.1206 AG �.2269 AG � �8� \ � ^ ��S� ,�'' '" � SK�TGH PL,4N NO. �-LOT G�4LGUL�T10�1 � .o`� \\ o'��o'O � -\`l�p s`��o �,y�.� ^�� \ � \ s � �`' ,.�-' s' �-. 'y �' ��' \ `� O ( � 1000 73 02 4 o - �•' .� ��- Gounty Tax Map ��5t��c 1000 se�t��.n -l3 ei��ti OI �ot I \ R$ �� ,R. �� -. � \ a ra � � �� /� �9�/ \� Q� J� � /� �O,, �_� ��S.� 's. �� 1/� MFtP PREP,4RED M,4Y 13, 2015 / �� _ �4� �� 0� �� v � �h �-�_ �.�-� �� /`/�,t� Record of Revisions � 'I � � �-' ; ''c fi��/ISIONS DATE .\ .\ �- 00� �$�� \ i; �'r � O, -i�tp ti � .v � \ '� �,��\ O�fy �� -- - - -- � � t V � � � � � - --- - � t � � ,� oS�.c� o,� �o�o° o��o°� ot�'�tJ�� ----- h� � � �� o o,� w�,t m O �� , i o �j� � �� 100 O 50 100 200 300 � �� , a q J� �` 5cale: I�� _ �� JOB NO. 201�-01�5 O = MONUNfENT 5ET ■= MONUMGNT FOUND �= STAKE SET e= STAKE FOUND . OI _0155_sketch_3_lot-calc I OF I SCTM#:1000-84-233 E X I S T I N G S O D F A R M ZONE:A-C SEE INSET DETAIL- A � M � L OWNER:WJN,LLP DWG'I'1"�- S.� TEST HOLE DATA. 76506RIDGELANE \ CUTCHOGUE,NY11935 %5&9 \ 7�sz9 %678 759.° x�.9 x 55.� x�., x�.e x��' "57.' A R C H I T E C T U R E %57�1 96 USE:FIELDCROPS/WATERFRONT 60 � 58 TEST BORING BY:MC DONALD GEOSCIENGE 56 56 �4z�85• 545•SO'30"E 9ze.io• S 45'40'S0"E sa s 55.4 J(56.6 593 .9 7f 593 �aTe:3-31-2009 SR^^�:,°°o-�-z-, _____ STUDIO:184 MAIN STREET ZONE:R-80 ,�0 1� � SOUTHAMPTON Nv 11968 scTnn#:1000-73-2-4 OWNER:MARYW.PEACOCK 697""j� �I ' � � PH.631.287 7230 565 WEST END AVENUE S � �I I � NEWVORK,NV70024 � '"`° ;� II I � �° FWWW.AM87 RCHOITECTURE.COM ELEVATION =6OA - �� '- USE:7 FAMILV RESIDENTIAU - - - � - � - - - - [ DARK BROWN LOAM OL WATERFRONT gP°1 � 1.J, - .. �I I %bl.l 61.17C M II598 I 487.0' x 5ae scrnnan000-aa-z-,., BROWN SILTY SAND SM "`°� II ��_��_�� ` %59.6 SR6% ZONE:A-G 3•0' SRM#:1000-73-2-33 BROWN FINE �o ba �T U��- --- - \ :. ZONER-80 ' OWNER:WJK,LLP .4Y �.-... :•:. . .... . .....�:�::••.��::•::.:•. . PROP ED TO COARSE SAND SW - - �ah• ::'::::::::::.::::::,_'.:'•�..,_:..::::;,:::.:.- -- - `:�:•�,`:::.::;:::.�:•: S WINE MAKING 76506RIDGELANE OWNER:URBANLANGUAGECO.,uc �'��'�`��'�� " BUILDING,SEE DETAIL DRAWING CUTCHOGUE,NY11935 � 565 WEST END AVENUE " I. .•:•; 6.0 � �. ::.�:.v.;,�;:�.�,�y�=• x�.s % ; -b/. ONE:-A-E-dNB-R-89 � ' _- ---,.. ',`�`,�..'.,. NEWYORK.NY70024 sy.o - �." _ '�_{,-�' : ..�'.;.. ':.�.. .��;. `•� BELOW USE:FIELDCROPS BROWN SANDY CLAY CL - -x ,ne�ER:n��uaoeERr rf��..�,�' �� , �. �.�.� .. �.. .... :: ..;�:�..;�:,�:.;�:�: 8.0� USE:RESIDENTIALVACANTIAND/xn.� 0t0:f€�€RALHIfitiWA ';r'.�c<?r�: �'�r.�s_»A ��'^':� a��. •. .':':" . A WATERFRONT un- � �'. +r�:•:•:•:,-•• t� . CGRATON.FLA.33932-280 i�;!*'��;'`'°�. y�� __ , '`.��i:i:;:.':': D r�ac sx .{=+ - _ : i;. �.��,� ,��. .� ��i hy: 5�, -- � - - - `""� ^�^ � 1 OPEN FIELD �`� - - ,'; ��.�'' � G.LEM,�9, s.~ s�oca�. a +a { � %� � �}r. � 'S:4':: �::•7!4�:. PALE BROWN FINE � �_SE�SQ:-FT � ::'.;:rS•:;:. }:;-:�;'�;:�7;'`:; �V' � � , SRM8:1000-73-23b 4, - 593 � I��";:�;.;'.i:' '' :_•:r:r:'.:_. . '::t�:':'r:::'' :'• TOTAL AREA OF DISTURBANCE:5g��SQ.FT. x59.o L� *'�� TO COARSE SAND SW � p -- F,,,.. ..•:..�.:•.�.. .. � +� � n � a _-R�1��= I� -�,n�r _ �:�.: �� ::} :`r�+`:..:::....::..:::...... x 5.e u;�,� ZONE:R-80 b � I•K;t;- . � •tP: ..JF:,':�7�:J{�.'i�-^'. o .,��`.Y: ..' ..f•... .Xr.'.'•'�r r;'�. . 1 - �.J.'- ��'.�,�e.`.��':.'''�:....�.:..:::.....: , ,: .:,: . . . �. %Se.6 OWNER:ASHOKVASVANI ':��,'�='4j� ' .:�:=�:•::�:��. t,:�:-:;.f�.: ,y v� 2 _ ' .•. !� x`:..•.•.. aS•�r.,,.,,..,•.,._ K'_r".�.�.. r�.�. .. ,. 37SIDNEVPLACE -"- BROOKLYN,NY77201 . '..�':.:..::::::.::.::..�.,. . .� � - ._;�,. 'n {''' ^�6~.. - -_ C 9.:. '• x 59.4 _�y.� USE:1 FAMILYRESIDENTIAL 33�_25�fi i=�� d," 1 w WATERFRONT L " -- I „w.;..� - - � �� 23.0' - x 1--�-._ �p' K7u q 69.7 � .FT ��'' � �� p 56J .� � pXiSITtNG-iRRRAE-GARA SCTM#:1000-84-2-1.2 COMMENTS: NO WATER ENCOUNTER�D � -qE q',�� b73 %61.6 039r5 :FT�S1�Ci��T `.,� SRM#:7000-73-23.1 %n.c ._.. . . --- ZOh�E:R-80 `.�. ZONE:A-C - �� x�s �G 592 x - ' �° ^"^° OWNER:WAITER KRUPSKI ,^w � 7650 BRIDGE LANE � EXISTING GRAVEL DRIVEWA -- - CUTCHOGUE,NV11935 OWNER:WILLIAM R.HOWELL u _ � �� o 0 ilO C�XFORD ROAD 4'`�� - N 45°32'00'W 125.00' ROCKV�LLECENTRE,NY77570 �' ,p �1��(� ^ „'^� ro O SCTM#:7000-84-1-5 � `� ^' � 20NE:A-C o USE:1 FAMILV RESIDENTIAL USE;7 FAMILV RESIDEN IAL � IRRIGATION CONTROL AREA �,,��}F � lr+�' � /75.0 ,� OWNER:JOSEPHBOKINA � 7850 BRIDGE LANE WAYERFRONT % EQUIPMENTTOREMAIN -.t.s', 55.6 CUTCHOGUE,NV11935 � , �:,:. 34� x k% �� 3 590 Y 593 USE:1 fAMILY O � o %593 %59.0 � r � ;Y oP Y Sq � RESIDENTIAL �F+ ��.�3 / ftst.6 0 2 � RESIDENCE r :�. � � o 0 0 owEuc �Q :/3.x ��Q` u . z\P ° DEMOLISHED M I o rxawE o P e�.o „�� _�� J 'Q pa 38 % - 0 os 60 IN APRIL 2�0$ �5 R � � G L""""" I i^ � � ~ � �.� n1 �' �a p��W n x sa� e O P� € -V 1 l l E) �.. .� o _ o o x s a.a x 6 Q !'b "` � 5.50' �e,� baz _ Z _ b N 45°7120' 2 i-3 n vO�^ 2 a ��wo,,. HaiH uHx r %60.� 6p .�o.. Q x b'�' x p anwN.of � • � . xHuowiREs imuttooiE umimroie' � ri�mrae � urnirvrac � 2 86,4 16' G�nofwnr e TM��E ununroi[ ui rvPc.�t i u [c�i. Fpnvtmwr u oi[ uniirrpu�[ � �r a[S '�^ 40 p `°'� eos aniiveNce N45%7'20"1'��i3:-i wvr�v x "�Nnxn xn,rm nm�a ui�.rn �vr�n rtrvoi xvrxz 2V/ / � E %653 T aavelwa�srnnvvnvEn�c�+r .oH% �cw o[sc��oN 60.9 609 ��%60.7 %6t.t � %6�3 �oe[«Eiocai[o) � %6to naa S 60.7 x 1375.03' %59.7 1 %82.7 W 69.5% %�.9 %633 %61.6 °'"° B R I D G E L A N E ` x�b N N45=sz•oo•w �,x �� 15.09' � -3�; as.s% x�"e EXISITING SHED _ ^ 60 � 60 59.9 � O �rvnv � ' • 60.5 592% 59.5 60.5 EXISITNG FRAME BARN soi 59.6 /x x � Xz . 3,490 SQ.FT.SINGLE STORY lOO SQ.FT.SINGLE STORY �N •��aE�„vwAxi xae.s SCTM#:1000-72-1-L6 SCTnnn:t000-73-t-1 NO WATER OR SANITARY NO WATER OR SANITARY �n � - - - o SCTM#:100043-1-3.4 a ZONE:R-80 ZONE:A{ Q rwvne oweu� a OW NER:THOMAS AND LAURA KENNEDY ZONE:A-C OW N ER:BRIDGE LANE,LP Q OW NER:LIEB VINEYARD,�LC �a^^�E ,,,,,� �wwc owcuc 261 DOGWOOD LANE , 1200 N.FEDERAL HIGHWAY �,Fiiy " � OWFLLG S I T E P LA N O 149900REGON ROAD MANHASSET,NY 10030 BOCA RATON,FL0.33432-2803 E X I ST I N G S E RV I C E A R E A � P.O.BOX 907 SCTM#:7000-84-1-311 S�MS:1000-84-7-4.6 SRM#:1000-84-1-6.1 SRM#:7000-84-1-6.2 CUTCHOGUE,NY 77935 USE:IFAMILYRESIDENTIA�/ USE:RESIDENTIALVACANTLAND ZONE:A-C ZONE:A{ ZONE:A-C ZONE:A-C WATERFRONT ��_ � ' Z USE:TOWNOFSOUTHOLD ' drawing scale � �OO NO PROPOSED CHANGES O DEVELOPMENTRIGHTS OWNER:EDWARDJAEGER OWNER:VIRGINIAASIP OWNER:MARIEMCLAUGHLIN OWNER:RAYMONDRKRUK �wEi�G 8355 BRIDGE LANE 8255 BRIDGE LANE 89-7085TH ROAD 7645 BRIDGE LANE I � CUTCHOGUE,NY11935 CUTCHOGUE,NY17935 WOODHAVEN,NV71421 NTCHOGUE,NV11935 W � USE:1fAMILYRESIDENTIAL USEIFAMILYRESIDENTIAL USE:IFAMILYRESIDENTIAL USE:IFAMILYRESIDENTIAL � � I I ; � � X 61.1 61.1 X W ' S ITE DATA , , , , Z I I O J pROPOSED WELL LOCATION SURVEY INFORMATION PROVIDED BY: ROOF&HARDSURFACE AREA- GRAVEL AREA,�ACCESS DRIVEWAYS�,RAINFALL PLANTING INFORMATION: � � �� TOTAL AREA OF DISTURBANCE:SH,OOO$Q.FT. � � �FOR DOMESTIC WATER-BUILDING RAINFALL CALCULATIONS FOR DRYWELLS: CALCULATIONS FOR DRYWELLS: � � �� p ONLY�-4 PVC WELL CASING WITH PLANTING TYPE-1 ' � `��-------------------------- ------------------------------------------ -------- --------------� a AAAIN ROOF AREA: �45'x 66�=9,5��SQ.FT. RAV AR A��: _�4,ZOO SQ.FT. .., STAINLESS STEEL SCREEN&STA-RITE YOUNG AND YOUNG � � � � � ``�� GRA55 AREA STAINLESS STEEL�.S HP PUMP LAN D SURVEYOR 9,570 SQ.FT.x.166(2��RAINFALL�_ �4,200 sQ.Fr.x 0.166(2°RAINFALL�X�.O ILEX GLABRA�INKBERRY� � I Y �� ,SOO CU.FT:REQUIRED �RUNOFF COEFFICIENT�=2�3E)S CU.FT.-REQUIRED 36"-42° i i TpTo Ij�6X NEW DIRT FARM ROAD m �`` NO IRRIGATION STORAGEDTANKL-ZZO GALLONSO PLANTEDAT3'O.C. ►= � 400 OSTRAN D E R AV E N U E ��SHH CU.FT.�4Z.2 SQ.FT.�AREA OF H� 2,36$CU.FT.�6H SQ.FT.�AREA OF�O�Ch DRYWELL�= LOCATED AS SHOWN ON PLAN � oMF� �� C� ``�� TRACTOR `\ K . } h'r X } k�,'� k k } k CAPACITY LOCATED IN BUILDING. Q�DRYWELL�=3H VERTICAL FEET OF 3S VERTICAL FEET OF DRYWELL REQUIRED Fg w � ---------- � NJy� X a DRIVEWAY LP- ` k } k k k k k RIVERH EAD, N EW YORK DRYWELL REQUIRED USE�2�IO�Qf X�O�DEEP DRYWELLS+ 2 ld�{�X ✓ PLANTING TYPE-2 � � Gy� \� } TURNAROUND T�'PICAL AT�� } } k k k } k �k k k k x / S�DEEP DRYWELLS=2 44H CU.FT.-rrtovioEo � / •q�. � � k x k �` x k '� x 631-727-2303 USE�Q�$��X��DEEP DRYWELLS=�,688 V � � FR<iN k � k � k � " k '" k ' x • k �� a qREq 1 ��POLYETHYL�E E } x k x �` k k '/k } k k � 487.0' TO PROPER7Y LINE CORNUS KOUSA�KOUSA DOGWOOD� 1 I F �, � x k } '" � k' } + .r { � } x .r R } ... �.- . , , . . X k .r ��k '� k x ��-8�CANOPV DIAMETER t Nx CRASS A�E X k} 'Y �t W k WA�E�t SER�ICEtL{�VE x kk �} } k xk CU.FT.-PROVIDED r ,. , . , � k , x ., � k ' k } k x x k x " k x k } x k t ' ... . . . . ' TRAFFIG BEARING�UOM'E t � x +�k xV� k } k k z k k � GRAVFL ARFA(2�: =2,740 SQ.FT. QUANTITY:5 .. k } .t k k k � k �' k X x } �`O.�RR� I�I�f� � } k 'rC�NCxREkTEX X } k � : ' ' : '' ' ,.� ' � . ... . } X k k X } X k / h k x N x } } X �r x �. SANOPY ROOF AREA: 4�S SQ.FT. � • , • � ' x * k k } k X x �' k x k X k + k } x } x k } x k X �' } } M ' p17CH TO GRA7E�' "' GOVE.R,CAST IRON • x x h x k k,�-r k k � k k } �, k k k SITE&BUILDING INFORMATION: 14,200 sQ.�.x 0.166(2"RAINFALL�X 1.O LOCATED AS SHOWN ON PLAN .• �'.k } h k k k } k k k a' � �' R�T,�,IN'fN�i V1�A�L k ^ . -`-`�' _� � G � �' 'r k } k N } N �' �, k k �, k 475 sQ.Fr.x.166(2��RAINFALL�_ . � � • ' a• a' k k k x �, a. k k ,r } �' x } �Y N �, } ,r { :'TYPICALALLSIDES„ ��, ,` , :GRATE�AT' RA'D�� ' X ,�. k � } N k ,p X - k ,t � �RUNOFFCOEFFICIENT�=4S�CU.FT.-REQuiREo ' ' • � �' k ,Y X 't �, } X �' �, a. k x } k 't } �' k } k . ' � .��• • k a. k X �. N �' X x k k k � TOTAI LOT AREA= 30.�422 ACRES �O CU.FT.-REQUIRED , � � � . ' k��-� x k k } �, k k k '` ROOF k k x r . �'' . .i'�� ' � i.. 'TYPICAL.AT��:THI$:, . x } k � k k �, x k x k k .r z k } x • ' ` : ,F7 x k a' X ' ' ' , k N k x k k k k x k x x � . G.RAVEL ARER�2� �.. �� . ';�qREA `. � .r k x.�W� � X z h k �, k k k � k k X x k k �, TOTAL BUILDABLE AREA=�.3Z8�ACRES $O CU.FT.�42.Z SQ.FT.�AREA OF$� 4$�CU.FT.�68 SQ.FT.�AREA OF lO�{n DRYWELL�_ , $�i-, k x �(�x . , .. N .t x �, { k kTORM�yVA1'E� x P-�� • �2']4O�S FT..'•�•�� ' � • ' '` k k k N k h x X k k k k � k k x '� k } } � �VERTICAL FEET OF DRYWELL REQUIRED TURF SPECIFICATIONS ' } x � V.�L ,.�. ' x } x } x k k } CO(�Tf�IN1�1E�J �� '� . '�' Q`' --'.CONCRET�RAMf'•.DOWN TO �`•� k k '� x k k k k '� } k x x {�DRYWELL�=2 VERTICAL FEET OF �51DE�YARD SE'f6/XCK. k } k ,,y �d • . . . .. . . . . , k k x k .t k k EXISTING STRUCTURES=4 4Z9 S .FT. FOOTPRINT 1.FINE GRADING OF TOPSOIL THROUGHOUT PROPOSED k } .t k k �' } QNL� k 'r�uE'Y � ' " "� k x x �UId1P$TE�t 1k�/ITH k } � k X x k } ' Q � � DRYWELL REQUIRED USE 2 10� X 8�DEEP DRYWELL=544 ✓ . •• k - • ARKING REA } k x x �� ♦ . � ' .. Gf�A�/EL DRIVEWAY k x y N k k } a�''1 k k k x k PROPOSED STRUCTURE=8,635 5 FT. FOOTPRINT �/ TURF AREAS . .. k { � '.. .'. .r } ` k �, k U"F} ; . ... � ' ELE:�6C7.5i"I" . , . . . �. `w,•k k x z kWVOD�NC'LQSIJ�Er } x } } k k �, x x Q• � � USE � B�Q�X 4�DEEP DRYWELL=�68 y CU.FT:PROVIDED .' .. ' . .' . ' x x } �. ' ' ' � S�PA E'S:�� .. • k } x �, k k k } k � ' .. , . � k " k k ,� k k k '� x � x k k TOTAL FOOTPRINT COVERAGE=�3,OG4 SQ.FT. } -TOPSOIL SHALL BE MACHINE PLACED IN A DRY STATE . . . ... . . � k ,� x . . _ . ,., z k k .r ' k +' < '' ' ' . . k X x k k � k * k k k k x CU.FT:PROVIDED DURING DRY WEATHER TO A THICKNESS OF 4° .J k PROPOSED STRUCTURE TOTAL AREA WITH THROUGHOUT PROPOSED TURF AREAS. k T-1.��.. . :�� : :.. .. :. k x x k X k '� `.. • � � k � k k I�Lt,1 � ♦. x . k x !�C I�NI�S SCREE�VEC�VKJTH z + k k .. . .. . :.. .DRIV�VS/14Y�LP` . �X . . '�0'-0"•�_� �,�:: .. .. .� . ��. .. �. ' . x + , k k X ,� �' . __� . . . . . ..'✓ •..: �.. :. k } x . Q+ �' x �`"- t -� �• . X x �L�AN�(IPCIC�.TY'PE,:1 X x X } } k X k k k MEZZANINE=9,635 sQ.Fr. .�' ' ' ' � , ,, . , . •. �.'. I �' xx x k x � k �X k ,� } �{ k , `� - - "*' - � . ' t k X kX + k } } x k k x k k'� k k k t �, k � kX k Q, Q LOADING DOCK RAMP; 9ZO S FT. ASPHALT APRON AT BRIDGE LANE: -TOPSOIL SHALL BE MACHINE GRADED TO WITHW T�OF ' .'� � ' . �'}-^� . .r x k TOTAL AREA OF ALL BUILDING S FT.=�4,OE>4 S FT. Q• �o 'TYP`ICAL AT:�4�' . , . . (�/�' .. � k x �, k t k 'Y k PROPOSED GRADE USING SKID S T E E R L O A D E R O R D O Z E R f�- ' x k R d O,� k k �INCLUDES ALL BUILDINGS ON PROPERTY� 92O S ' •. '(� n .. . . . . . ' __ ---- ---_ � •CI GRATE . • V V .. �, k k } �, x k } N Q.Fr.x.166(2"RAINFALL�_ •,.� �••. •'� • . . • � -Y' �, • , - .- ". . . , -.. . . .. AMP _ AREA ITH �f. . _ • . . � x k k k( Q�' k S OR�MWAT�R k k . LOT COVERAGE PERCENTAGE=O.9%LOT COVERAGE �S3 CU.FT.'REQUIRED WITH 6-WAY BLADE. %�„ . ASPHALT APRON SHALL BE PROVIDED AT BRIDGE -TOPSOIL SHALL BE HAND RAKED WITH MIN.36"WIDE � T Q . . •..�� C.K. �. . .p ��. •lP4TGHT06 �TE:� ,.�' . .0:. � .LOCATLON�.�... • .6O.S LOADING RAMP STORMWATER �-3� � :� .; } k X � '� � k k �c, �. . . � 'f`RU � . . . P OF RAMP �-8� CANOP �. . --_-� - ❑ x { � " X x P�,ROP(�SE� k GpN�'A#NMEf�'f} X x ti a�� . � . y . ••�. -• �� . �• • ��NpICAL'AILSI E �•1 LEVATIbN =60.0 PITCH ON7AINMEN �P . . • } k k x k .r k LANE IN ACCORDANCE WITH TOWN HIGHWAY GRADING RAKES ':a � . ' . �.'TURNAROU f�_� -�---_.-_- �1 �� k 't k � X Y x� (3N Y '� k k SEE ATTACHED SKETCH PLAN N0.3-LOT �S3 CU.FT.�4Z.2 SQ.FT.�AREA OF H� � fV •. , � �;. . . , •• . . . �„ . k k � k � � SPECIFICATIONS: REMOVING HIGH AND LOW POINTS IN THE MACHINE . •/ � . � � " ':• i. °• ' ' �� . - . •• . ' •• •, k x �P-8� k k x CALCULATION PREPARED BY � . ' i. . �.AR FC� . �!�' . . - . .. . . . . .. -Z -�T-�- LT ,� .. . . '-�T -�--} -�--��--+�-4- k 1 } k x k QS DRYWELL�=3.6 VERTICAL FEET � . •.... • �' � • , . :•• � . � �.;� "�.. •�' � ' ' o a a . . . X k � '' � •. � ' .:.: � . • . . . �1� x O�;DE�dx } x YOUNG AND YOUNG SURVEYORS .' • � �• � � r.•-: • .r . OF DRYWELL R IRED •LP-10'S�'XiQ�'DEfP� •`." . , • � T0�-0' •. DRIVEWAY'LP- �• ' �4r0� '� ELE. k , '., . THERE ARE NO ARDAUCE A FINE SMOOTH GRADE WHERE . . . I ' \ •(l '�p } x x * k k EQU 4��STONE BLEND BASE COURSE,2��A AND THAT IS ,f� k � �' '� k k } SPHALT S THAT HOLD WATER � � ' •�'• k } k �� C�OF k k �, k k VOID OF ANY AND ALL DEFICIENGIES THAT CAN BE SEEN WITH T�AFFI'C BEA1fl , :i• '��' ' � , '.�yp 'q�'qT��' .QF pRi�{�O�E� � ^ "''^ ""- �' �' � � / \ } k '� k k x } k x k �. USE�1�8'�D X 4�DEEP DRYWELL= ✓ BINDER COURSE AND A��°ASPHALT WEARING �/ WITH THE NAKED EYE. '��y�E.�OUER C ' ' '"0 k '.• . . . � . '. ' �.LT h / e _ _ _ - _ - _ _ . .r k } } X } k k �E)8 CU.FT.-PROVIDED SURFACE. -THE HANDRAKING PROCESS SHALL COLLECT AND f �Y • • ' � �� :� 'Q sP �P �' 11 I x ,�' } ,F { X . !: � k T��..•.. . • I�� } k �{- �l- �- �L "�L "�L 1 k A' k IROK GRATE!XT � DE,� X k x + .. . . EW.GR VEI:' �� ' kk �, k X '; F._.__._�.__________�_._._._._._._._._._:_._._. ��._._.�._.� ' . �' k � k k � kk �' k h �, x k xk k / tP�8� k k i i k k REMOVE ALL ROCKS,TWIGS,ROOTS AND DEBRIS LARGER `TY(PICA,L'L4T` THI ' x � x� . • . ,. , .ARKING REA , , �• Q'D�EF� X k � � � PROPOSED BUILDING H,635+/- ;; I �'+ � k } k } k ,ti k k } k k k k " PAVEMENT OF APRON SHALL BE CUT INTO THE THAN 14"FROM THE TOPSOIL SURFACE.ALL DEBRIS ar • . / k k k �/ • . . . . . . "� k • ��`S`$PAC $ ' -�'� k k e:��. __ ___ _ __ ___ ii i r�} � k k k x N k k EDGE OF THE PAVEMENT AT BRIDGE LANE AND . .� ; . .� A� ' � x X k �� . .. . ' • : " '. •' R�,00�'' k x k a � ii � _ ,_ _ _,_.�a.�,�, ._ _,_ �� } k + k { k .r k k k x k x '` _ EXTEND TO PROPERTY LINE, �O�WIDTH MINIMUM. SHALL BE REMOVED FROM SITE, D � � �' � � � x S I T E L I G H T I N G I N F O R M A T I O N: C A L C U L A T I O N S F O R SANITARY SYSTEM�O F��: � � Z.HYDRO SEED TURF AREAS THROUGHOUT FSTABLI.SHED�Dsz I . �� .,0^' � k X k} } k�'} . .. • . • • • . . . , . LEk6�O X ' .. �'=:=:=:=:�i�:=:=:�=:_:_:� ,� } k X } �,h �' x } + { x �,k k k , 1 :.' ., �'� 'x } z . ' • ' k � n i k k � x k � k -MIX SEED,FERTILIZER,LIME AND WOOD CELLULOSE .,. OF CROP LINE- 1� ' ` ' x x k � k �.� } ri i'• i _ k k k } h k k LT-�: ARCHITECTURAL AREA LIGHTING-MITRE-M4 1 I , x k x x x X x } x .t } k + * x X - � . �i I � �X� k X �, k h � h �, k GENERAL INDUSTRIAL LOAD:0.04 GPD�SF FIBER IN THE REQUIRED AMOUNT OF WATER TO ""• . } SEP Q4205 R4TfCT A�� ,� : I, ' x ��-} �,k k k * k x } kk k k X .r X '&T�PSkA�Et�TRY x } + _ F.F.EL?�GZ.O�� - i � N �, } k k k * k k k k kx k } � BOLLARD-�FULL CUTOFF�UNIT WITH ZG WATT 4 PIN PROPOSED BUILDING MAIN LEVEL=H,635 CALCULATIONS FOR PRODUCE A HOMOGENEOUS SLURRY.ADD WOOD EXISTING CROP k k " x k k k k k � _ _ � _ _ �� // INE STORAGE i " k .t X k k } } x k X �, '` COMPACT FLOURESCENT LAMP. SQ.FT.H,635sF x 0.04�P�/sF=345�P� PROCESS WASTE SYSTEMS�OF-2&OF-3�: CELLULOSE AFTER SEED,WATER,FERTILIZER AND LIME ,1 � I � I�k �. k k 'Y x '� e:�: :�. a • • : • ._._ i� ( � } k k k a, } �Q�thOEU��Wn IEC� � � � ' � � � E E C S �� . WINE MAKING � �! ' � - `��N ! k x k k N N k , HAVE BEEN THOROUGHLY MIXED. PI3(1(110 Qoard I �� • � � LT- f'��^'�'�L'�'�'ti�'�'�'�'�'�'�'�'�'�'�;!'-'-'��'?'�'�'�'�' �� ' � I � � � �t �' �, k k x k k X k k } LT-2: ARCHITECTURAL AREA LIGHTING-MITRE-M3 PROPOSED MEZZANINE SECOND LEVEL� 1'YpICAL WINE INDUSTRV HISTORICAL WATER USE DATA -HYDRAULICALLY SPRAY MATERIAL ON GROUND TO g � � � _': .. . .�.. .. . 6 � � / f _�� F•-•r•�t•�•�•.�.�•�•�•�•�r•�•-•�•�•+•-• • �•-•.�,�'��•�•�•� k a, k k ,�, ,r x = -NO ADD , . � � �` , . � . � } A x �___.___ f ___�__� � _ � �4 k } k x � x WALL UNIT WITH Z6 WATT 4 PIN STORAGE SOO SQ.FT. ITIONAL LOAD _ P N R IL N � k k �FULL CUTOFF� � ` ,. X k --�- ';y�7; f f f f f k h k k .t } FORM A BLOTTER LIKE COVER IMPREGNATED � l ' �: • k k x x4k } k k x�T � �' � �� + � �� I ��.� i i i � i i ��3-7t�■ i ! k �, k } .r x k k } .t a COMPACT FLOURESCENT LAMP. PER MEMORANDUM 22 WINERY PRODUCTION @ F>,OOO CASES�YEAR UNIFORMLY WITH GRASS SEED. � � _:� I.. � k x L 1-1•� 'r k L k'� 1 � ��it�� , ��r �*� � } x k k h k k k k � I. :c : �� .� .. ' . ` �k k } � k k k �. k k O , � ---� � !' � � _ } �.t�A x x k k PROPOSED MEZZANINE SECOND LEVEL,NON X 2.3H GAL.PER CASE_�4,ZHO WINE GALLON -APPLY SEED AT A RATE OF 200 LBS�ACRE DRY WEIGHT. PROPOSED WINERY FOR I .�``( �. . Ok x �, �. �tlk♦` k } : 1 1 1 � 1 � � I . S�Rrs,�N�} �' k �- a' # �' k k MEDICAL OFFICE=SOO 5 � .� . . L�-1 h x k k k'�P-$� k k * - � � J 1 � �� €L�� a' }� }k k } k k }"� N } } k LT-3: ARCHITECTURAL AREA LIGHTING-UCS�FULLY Q.FT. ANNUAL WATER USE AT ZS GAL PER CASE X 6,000 -USES Z4:24:4 WATER SOLUBLE FERTILIZER AT A RATE B&L PROPERTY k � lY kI� � 1C:��:�:�:�:�: � ' k TK� k 'Y - I • ' ' � ' • .r X N k '� k h k l0�D`E� '� k kX � I'' � � � � �� S� � x �' k x X k X k } k k } } k , SHIELDED�PENDANT LIGHT WITH 42 WATT 4 PIN $OO SF X 0.06 GPD�SF=3O GPD CASES=1$�,0��GAL.PER YEAR OF 40 LBS PER 1,000 SQ FT, gHSO BRIDGE LANE � ' k a' k a. � k R� - ;�� - . ! I � �� k "� } .t k k � .t 'k COMPACT FLOURESCENT LAMP. WATER USE FOR MAX.MONTH:0.�2 X�SO OOO= -USE LIQUID LIME AT A RATE OF�GAL.PER 1,000 SQ FT. � ,PR�-CAST.CONCR T ' k k k k R�p� � x * � k� , � ' • ` � k k �. x } EXISTING BARN=3,490 SQ.FT. � CUTCHOGUE NEW YORK 11935 PAVERS'•HARD:SURFACE�� : .. : . . x k k k k k k } k k k�"� * h' } ��; ' ��' i �1 1 kI�` } (�Q�� } } k �' �B4OOOGAL. (�j -GRASS SEED TO BE: ' x k � �qp-FA i � �� i� � � � �L�:60�" k k 3,49OSF X 0.04 GPD�SF=�4O GPD o S.C.T.M. #�000-�3-OZ-O4 � �� • , :. :' . : � ,�. k x k k k k k � ♦` k 61.0 � , PI�OPOSED $�H. Sfi0$MV�/ATE� } 3�/o LITTLE BIUESTEM � /kT�H,4IVDl-CAPPARKING�� -� • • � k k k k .t _ �--.,r--1-� �, } } h k X FOR26-DAYWORKMONTH�DAILYMAX.FLOW�: o . .� � k � EXISTING GARAGE=�39 SQ.FT. ZO/o INDIANGRASS � . , . , .. . �..'' '• . ..- . ' . � k k k + X k �,„ } �k� N � 1 1 "" k k _��, :... + �{ � � w k k _� k k X ��EE� C�ONTAINI�IE�) } k PARKING CALCULATIONS: �8,000/26=693�A�/�av . . � ' SPACE� � k x k k x k k � k z k '` k" _ �RAT�RA� k -�� } '� ZO%AZURE BLUE FESCUE OR RELIANT II HARD FESNE • ..NEIN.GRAVEL�••'. ❑ k k; 1 X k k i� �'� ��t k � k �X k x r k x x � x k k k ` kx k PROPb D k } kk O 1� k k } } k OIdL -Tl�'PI�AL k x'� H395F X 0.04 GPD�SF=34 GPD / I � • � � � � �� ' � •� x S�ON�ARY . k� } k .r � i ; x k � k TOTAL PROPERTY LOAD=693GPD �/ 1S%SIDE OATS GRAMA k k F �y{ r I k k k k k GROSS FLOOR AREA: � , . . . . .. . �r a' X 'r y.__ Y_ ��k6�.V� .t � 1 k a a 'F .Y a' 'f kr h k 't } � ��}'-�-- T( � x 8 ILD'(N�i-I�O � � k a' a. ,�. � .t k a WINE MAKING: 5,450 s FT. EXISTING SHED=lOO SQ.PT. �$%OP LOAD AT OUTFALL-2=SZOGPD �O%BIG BWESTEM � .. .. ' . UNC�ER�iR,OU�VQ , � k k PROP $E�� i N x 'Y } ;,;, k �' GEMERAT�R,�ANI� kl Ca�CRLTF.�STE�PSr � � k � � k x k k k X 59 8 Q. x k Q i k � } k k k x k 1 �. } k k k • �OOSF X 0.04 GPD�SF=4 GPD o 0 i � • .� : _ - . . ��6'SP'4 E • v k k kE�fCkTRK '� '1�0�GAL x x x k � ! t� k � k r � x } ,x k � k � k �TaEN l'�RYkDOOR' kBA�EMENT �, ,x {[,.�� `�, � k�ZOO�/�,LLC�N k k k � 51 3,5' WINE STORAGE:4,��5 SQ.FT. 2S/o OF LOAD AT OUTFALL-3=��3GPD 5/o SWITCHGRASS . ... : : .. : h x I .k k X x /�/ k k �h 7� �"'��Q�UIV�T& k T'ys � k k 't '�' k 4� �k^�'� } k k k r '� . SIDE µ-� 7 Ik� � .PITCH.TO�GRATE�, �, . . . S+� H.C. ' L'� } k �� UNBERGR0U�1 * k xi� � 'H k x� �'�P ub� r k l�' f �`. k x x x x 1 ' �k � k k k k YARD TOTAL PROPERTY LOAD=$$3 GPD ✓ �. {� ).�...; ��V�E+' � k � / k � �-a' k k k k i k S PTI`C�AN�C J : NPICALALLSIDES � . . ,� � x � x ,��.�, , x L �1 ` StR.�E P I��WITH � .�� x� k k r ,� k k� �' �r�, / } � k ,�r } k �, k x SETBqCK WINE MAKING: �PARKING SPACE PER EMPLOYEE f . � . . .� - . k x }FEE ERS } z PROPANL*T�NK ,;��'X��' k 'ri�, "� ��^t I � k` '� �'� k� Y"2k/k �� k k k k k k k } • } k�,}��'� h�.x �` �$�SlJ Xx4�LIQtJIQ k k k } h SEPTIC TANKS-(USE OUTFALL-2 FOR DESIGN k � x � �.�, k . � x } �'L,AN�INC�TY�F,�1 �k k k k k k 3 '� k � k k k k + } � �MAX.8 EMPLOYEES IN SEASON-MAX.3 � � �RCVE�WAY LP=�� . . • ��.o. : • k N } k a' k �i�� a. k� 'ti �+f k k k k k � X k k �/ �:� k k k SEPTIC TANK � . �. : . . • . x k .t ,r}��.�`',�' r,, x .r , .r k/ ,` � k x k � k/��,k � } ��GALL�M � k k. kD�PTf�i� x x x CRITERIA� k k k �,��.�x� � } ,r- k k k k�`, . �{,��(�A�LO� } x �k � k . � k k k } �. k �� x � k +c A, k � x a' k k k k EMPLOYEES OFF SEASON� DRAWING DATE i . TYPICQL�/kT��4�' : .. .. ' � O . ' k� h• '"��, �:�.�a' '" G`#LCOL'SY TEI�A '' _ � k x k . + k . k k " x-�� .r � ' k k k k `+SEPTI�T NK` k } k .k y x k'`,�. � EP'fIG-TA�VICk } k k X� ,�_�I+ k ' __k_„�. � + } '� k x k k } TOTAL LOAD=SS3 GPD TOTAL LOAD=$2�GPD �. � TRAN �' �,t �� k x �1/ } �� k �.�.--'t,-.k� ` � � k k k�� k `•��`--},�k } $k(��(4'L D�ERTH1 �k � � X k x�k ��• '� �` + k } � k k k =8 PARKING SPACES SZO GPD X 2 DAYS=�,�4�GALION 11 MAY2009 � . � .� �� .n�� A' FORME ��k �'� } k X 'T I�� k ��` k ' k 't� � k '�':• � �.r N �� ,t/ � /} �,CGk� �' ,r • �k �, } k a, } SS3 GPD X 2 DAYS=�,106 GALLON k k .r k � �� x `. ��}X��LIQIfiID DEMTI�� k(�� k ; k a-� k k k x" �k � � � k k GR1A A�2F�4 k WINE SORAGE: 4,17$S I � 30�-0�:� ' '• � .• 2 '�':: '• x x k� x k '� E�C�OSUR@ ' X '?� '� � x k } � k k ��k k k n � x k t \�_ � k Q.FT.�1 PARKING SPACE SEPTIC TANK MIN. SEPTIC TANK MIN. ♦ . ' . . . . . . . . k �, } i' k } �, } k } k „ 1 k �, N' k k -�,;�;�y� k �,, I k C( .4 k` r '�TaE -r k . C� 4 k: k k } * } k } } } k �, k . t ,� k; k , ,�EX�ANSI�Nr ,� x / k k ,k, X�PAt�SImN } k � ` k �, � k ;k �;<k k OkIRRIGAP�O,`N } PER 1000 S FT.OF G.F.A. WAREHOUSE USE �� ISSUE DATE i ' � �� PRIMARY fLECTRI�AL � x } ��C�RI�A�, k k � �k ♦ x t�' '�% k k '� � � 'J x k x; } } k t ik x •. k - � k k 'N k Q' � � / USE � �Z O O GAL SEPTIC TANK AT OUTFALL-2 � .' � � � • ' . � . ^ 1 k � k k } k LL'AC,�HII�G.�PO�L:a. ` k � k �-,k 'X k LEACHIN6 PaUO�: .t• �� k ' � k ` � + } k ''---''� ,� k k k k �' k k USE 1 1200 GAL SEPTIC TANK � STANDARD NOTES: 22 UNe 2009 , � I�}I k k ♦k ► ----x � x '-�___=�. k LEACHIN1GaPOC`5L} � k k =S PARKING SPACES USE 1 1200 GAL SEPTIC TANK AT OUTFALL-3 � i ; � �'' SERVICE.FEEDEl2 CABLE•� �• . �� ,, a. � �� k A{�J O ER�' .�. k k -t k ,r X a. � } k k �k k k �"'� k } + k � k`k�k-�_x_x�k_k'� k k � � 'r a. k k k Z�SEPTEMBER?OO9-FORPERMITANDBID � � ' _` x '� T�t SF f�N�' .t I��X�� k_ _ �,. k �`��X�2�"' k k + k 't �',,.��3 .r } EX�Af,V51 N�r N � k �EACHINGPOOL � . ... ��/.h.x-.-��--�-t --�- x-�-��`-�k�k k k }k k k k � X k �F�E T I V E Q E P�`Hxx ,k k � '� � k + x k E F F�C T I V C+D P T�1 } `�` kh { k -� k -k�k }k k } k k k � k k * �, x k x k ,� } k k k } k } TOTAL=�3 PARKING SPACES REQUIRED CONTACT THE ENGINEERING IN S P E C T O R�/6 S-�$E)O�A T . • • � � � • � • � � �y r x k k .t �F.fE C�IV�f E P fiH .Y k k k k k '` �E PARKING SPACES PROVIDED✓ S$3 GPD�1.$GAL�SF�DAY=3 6 9 SF.OF LEACHING POOLS-�USE OUTFALL-2 FOR DESIGN LEAST 24 HOURS PRIOR TO START OF ANY WORK.WORK � PERFORMED WITHOUT INSPECTION SHALL BE CERTIFIED TO � � . � . �� LT_1 - - A EAHREQUIRODL SIDEWALI SURFACE S2O GPD��.S GAL�SF�DAY=34�SF.OF LEACHING THE ENGINEER�S SACTISFACTION AT APPLICANT EXPENSE. REVISION DATE I �I ��$+�H.C.PER N.Y.S.CODE� � � . .:.� i I TYP�2� Y $QP E PROPOSED PROCESS PROPOSED PROCES USE��O�S� LEACHING POOL=3�.4 SQ.FT. POOL SIDEWALL SURF A C E A R E A R E Q U I R E D � � ' � ' �� -- PARKING CALNLATIONS REFER TO SOUTHOLD 2 avRiL 2009 � . � �� _� UNDERGROUND Q PER FOOT OF EFFECTIVE DEPTH USE 10�� LEACHING POOL=31.4 SQ.FT.PER COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS, 4 nnAv2009 m SANITARY WASTE SYSTEM AREA WASTE SYSTEM AREA TOWN CODE:CHPT.ZHO'ARTICLE XVIII;SS 280-78 � � 1 �� TELEPHONE AND H � � FOOT OF EFFECTIVE DEPTH ALL BUILDING UTILITIES SHALL BE INSTALLED BELOW 21 JUNE 2009 I ' ..�' •' ' � � � � i� - 5Y&TENI-ARE � �� S�-O��. • ( �� CABLETVSERVICE � Q TtiIS-StTE�Srt?ES�tG-NE�3AAiVD�PPRQVED-FOR-- USE�Z�DEEPLEACHINGPOOL GRADE,PROVIDEAPPROIATERISERSATUTILITYPOLES 14JULY2009-SUFFOLKCOUNTYCHANGES U S E�2�D E E P L EA CH WG POOL AT OUTFALL-Z / 18 AUGUST 2009-TOWN OF SOUTHOLD CHANGE: I 'I FFFI�ERS ��_ � ��• WINE-MAKI NG ONLY AN D SHALL NOT BE OPEN TO POPULATION DENSITY EQUIVAIENT: 31.4 SF X�2�EFFECTIVE DEPTH=3��SF.OF j1.4 SF X 12�EPFECTIVE DEPTH=3�J SF.OF �� THIS SITE IS DESIGNED AND APPROVED FOR WINE-MAKING � f�lEWGRAVE i� } � f �45EPTEMBERZOOJ SURFACE AREA PROVIDED- 17�eCEMae22014 � �'`SER'VILE' �� F � TD TH E PUBLIC FOR ANY REASON INCLUDI NG EVENTS� SURFACE AREA PROVIDED-3��SF.>34�SF ONLY,AND SHALI NOT BE OPEN TO THE PUBLIC FOR ANY � ' ' � ' z_� lO.E9 ACRES OPEN AREA X E>OO GALLONS PER 3JJ SF.>369 SF REQUIRED. 18 MAY 2015 I �DRIVEWAI!� �� O m � � REQUIRED. REASON INCLUDING EVENTS,WINE-TASTING AND RETAIL i . ' , i i LL � �/q�,��T �8O WtNE=T�TiRif�41VD-R�TA1L�AtES. - DAY�ACRE�GROUNDWATER MANAGEMENT ZONE IV�. SE��LEACHING POOL�O�Q�X 12�� f USE�Z�DEEP LEACHING POOL AT OUTFALL-3 SAIES. � . � �� EFFECTIVE DEPTH � .� . �� ri �Op = GALLONS PERMISSIBLE DISCHARGE PER DAY 31.4 sF x 12�EFFECTIVE DEPTH=3��SF.OF � I . . � j I LP-10��X 8�DEEP WITH N SITE PROTECTION FENCING- FRT � SURFACE AREA PROVIDED-3��SF.>�16 SF � ' � � � � �� , TRAFFIC BEARING DOME COMBINATION OF CONSTRUCTION O� PROPOSED DISCHARGE=5E3 GALLONS PER DAY ✓ REQU�RED. � •� � i� COVER,CAST IRON ti � . �. �� FENCI_NG�SILT BARRIER FENCING FR NOTE:PROCESS WASTE SYSTEMS OVERSIZED BY I .. �. •. 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WATERFROM --� �-- --- ----- -•_ � _ _WI^t----_'--' 46_.'_�"�-�_.��..� '-- .�-'....__-'-�---- -- ---'------- --.._....._....�. af.2% ._._..._ ,' .,Li ----- - ---- --- -.----- ___ __,_ ___.. ... . -�F �� `�� , O P E N F I E L D , - - --� ��n ��a�° A�°k _ _. � _._ __ _ -- - -- - - 5 -----�_ --____._ ��_.----"--- ---._. ---- - --------- __�:��=--f�ELD_2 �_�._-�_- ---�.�._-- �`T=--._�..._-- -�----- - ----- � � C LE � - - . _- � �.� _ __.__ � _ __.�_ .�... ____ ----- � -------- - - _ �..... -- - -----_____ ..__� _... - t� _ .._ _ .� - -- - - ��' � a _ - --��.;- - _ _ _.�._ � __..._.�__._ --- - -�----- ---- -_.._--- ------_.. -- ---�_�_�_._��_ . � _-. ... - _ _»___.__ __._- _. -'�: :rt'�•. � l � _ _ _____ � _ . , ...._ ..._ -`_ ___ -`�" .._ �- - _ .;;. �:: .:.:. - , ---- - - - ---- -------- ----- �- ��$ 3_ :FT --- - � - - t 'y �_. -----�.__ _..__�__._ _ __---------_.�.__. - '�_: � - --� _'__._-.-.,____.__ � - - -Q _____.__ _ _ -xsr.s--- �4 ,_�.? ;.'.!�:• � `.;i'4`.��'�°'� TOTAL AREA OF DISTURBANCE:58,000 SQ.FT. x»o Q� '� PALE BROWN FINE _ ..� - __ __ _ __. " _ _�_. _ ... _�.. � •• -----x,��- _ --�. '"j_ _ _. _ <:r�,. .�.;;.:•:, � _ -----•----- ---._ �..----- ----____.____._._ .___ .. • --- - - �--- ---- _.__.__ .�-- - __._..___.__._____..._..�... _. .e3 ------�v �C - ------ - - - •----------- ------ "��- �`�{r,�rr.:. x t *. - - -------------------��---- ---- - - =�v ;:3�e:..;�;;.. ::��;�i}};;:?;:.;;;;: p �/�/ SCTM .1000-73-2-3.6 _--- -'�___ __.��_.._..'--- - ''�.c r ':IF,:�:•.;.:, ' TO COARSE SAN 5 � � ____ __ _ _ _ _ �.�_......____�_ ._ .,�`` � r.'.;;. G R-A�-P E=S � - ------- - - - ---- - ---------- - --- - - - - - --..... . _ '.,- �::�:::•. :�.. '��" �:°, n �b ,� - - -- -- - - -----__ ..��__�,- ��,,^U= '�r�:.:... .�� -- - -- - �__�_..�___ - .......�, �'�=�} '�'a('- `��K''' +b• � ---� ��•'•:•�:•:•:�:'�i' � '* 20NE:R-80 b - $573 -• .----- - ..._.. . .�,->,"- �. .� w ....._. • � _ _ .... __ .�'r. ��t. __ � _ � _ _ � . . � _ }^� r � - --- •-----___ �_.. `.. .._._..�.�-- -------- --�- - - - -^^'- ,.�� •,,..� ;:t:� •:srr' ••.✓.':�;� ..!::'„' . 'k 7t il l `---- _ ... - - - !� 'rJ"• p _."'_.�.�__�.."". _ .._ _ ,-..-._ ._......._._ ..�. __ ' _._." ' ' "'___""" ' . 7f� .7i.. ^ - _ .. - - ------------ - - _ xu,- �f.kELD3 ,-;.� % ',,. OWNEk ASHOKVASVANI -f' - _ ._...�._._.._.__.'-__ ....... ,__ -_"- � `� 37 SIDNEY PUCE - - -----____.- --_.� _"' - --------- _.. -- --- �ROOKLVN,�„�o, 2 __.��=�� -==�_�aR-u�P�.:-E��-=- :�:�_==---�-�=- -- __-=-= - - �..._.____ .��,�z�SQ.FT ---- ��:�� ----- - USE:IFAMILYRESIDENTIAL `� --- ----_..__..._.-.__..�__' �._ '...._..'." _"' � - -- ---_�.� _ -•---;---x�c;-- - -'--`-�- - �>",:i ---�x H�---- - tP �F 7� �;'r _��.. flcl -1------ . � - ------- - ,- ___�_.R`�=-- - --------- - ----- :.. - . -A - -- --- -- - - -- - ....� - �` � WATERFRONT , -___' '__'....... ___ __. �._ .. "' ' . _�__�.__ �_ . .. .... .. _. % " ._. ....___ - � 23.0 � __._-------- - ---V __---- ---- --- ----- _ ��:: ------------ - ---__ �__� _ - �_�.__,___� _._. x n� - -- ----••---- .._...._-•�3�,��0 S .FT - �-�y��'- _, _._..-...."""...� ..._71 H0- - %� -_._.�� _� ^.__ ""��_ _` �..F i ------------- ----- ------ •----- -_ �„`(tI� . „ a,� r---------- ti� -- �_�_.:�__ _ _._ ___.�_-,{_. _____-___�___ ____..�_...._....�_,___ - -- ------ -�_____�---- ?`- --- scrrnr t000-ea-za.z COMMENTS: NO WATER ENCOUNTERED _---- ----- -�-------- ---- --,$38 AC :_.--�---'_----__�_�.�_ '._�...�� xisiT�eaGFte�nneea��e� -- -- -------%--- ------- ---- xrr-- - ��+�' ___.---•. ------ -------� ------_ _ .._-__- -- �- �.... _ - - ------ I � �._._ �� _ <«� --- ------•x�n3------.___. ..---._-_.----------`---.._x c31�- --.. ......_.._- R es - H3S SQ_FT;SIMfi_tf S'fORY _"---- - �tr' _-_ _..------ ZONEA{ _�__. ,__�_.. .---------- - ___�__.,..._--- - --.._� ___ , �_....�_..__ --- -'----- - _ _ - __-_. - •�' ----- ------- -- s ft '_ ..�_.._..._�._.._�_._._. ....__.._...�..._ __�__ ..._,_ __.. .�_ __ Y _ __._._____ _�... » ,..��.._.._ ._.....__.._.�-_..._. _ � �uMt - -- --'---------- --- - - -----__Ot ii7--__. ...__ ._ ._ - --'- -- - - - .__._. _..r--- ---- --- --' - -- _ ---- - -- - - - ...._..�...__ __ '�"� UPSKI "" _ " "._�-�.___._.__ _ . SCTMtl:1000-73-231 %n� -.... _ ._..�' -_..�...__.,�...._..��..��_ __ ._� _._�__�_--.•--.-• - - _�___._... __. _. . _...`� ----- ---- - - - - 4 200'W 12i ._...--�^_.- -- ---_-�-' _-----..._- '--- -�_.._.._ _ _'___. ...._... ...__ _' _ � _. - T �- ----• - - - - --- - ---'--"---- �r.. �Nd WATER _. �s,. , u� ._ . � _ _ ___ ij I CUfCHR�EUY1 ----------___.��.�----�- ------- _�__------- - ----�- --- �u G R-�,� E�=____ y h � '.---__._�_..�....._......_ �__ _... � _�_� �-------._ ____ __ _�.._.....__ _ �;"I __�»_._------ - � N 5'3 UE.N 1935 ZONE:R-p , - .._.-•---------� .__.._.�.�_,...- --..--. .----._�.._. .._..__�_. _. -- EXISTING GRAVEL DRIVEWA - I .��_ �., 1�-----'-'- - _" - - ----'- - --.. _ _..._..__ --- �i '....' -- --- ._..._....._._ __ A b SRMM:1000-t4-1•5 b ------- ----_... .'- ---... �,t ,� '_'- ~ "_._.___� �� -.,.. "_.. __ ��_____.........._..__ __ - ._ __...._ -�I E C�'�t---x -. A S� ZONE.A-C „� OWNER:WILLIAMR.HOWELL � -.- ---"""".- ___' '_"' .,""__" "'_""_'__-.�....__' _' __..._......._ . _ - 573 - r,I -._.._. _" _.�_...__...r _ ..__� USE.IFAMILYRESIDEMIAL ._.... g "`__._._ ^'_�_'��"_"_''_'�'_' ___�. _'"" "�__'�......�..,._._.._.."'" ^ 1100XFORDROAD B ._._ � #��._�_ • . . _ __.._- _ � �;i;�l -_-'-_..._�_._"' "_��,/OSQ�.FT -"�. KINA 3 -__... .._'"'-_" �03 _ _ __ "-Ri0' WNER SE►H60 ROCKVILLE CENTRE,NY17A0 Y R ___.._� ____------._'--------- ' --�-�-----' _..y. - '- --�V_----'- _ . ...._ _ _ � � ._.� �._.��.. �.r.__ ',v I ----".._"".... - --------- -- � "-' - 1935 � --- .�_ `�� ._..,"_ti_�. __.�.-�_. �.�_.____..�--•-- - -_ . -- R G TION GONTROL AREA - -------- - - •--- - --�� .__ �� - -___......�----�.-24�, x • o lo RI A • vt CUTCHWUE,NYN1 �_._...__�___�_ --_••-----.__ �..'-'_ .__�._- -----' .__-- "-` �t.*, USE:IFAMILYRESIDE IAl/�5.0 -.._. �__ �.._�_-------_._. ..--- -F� ..--------•---- - ....-�� '- __ �.._____�_'-'--"-- y- ! EQUIPMENTTOREMAIN ` - � - - ---------- ---"'-'-•' SPIFAMIL %»0 WATERFROM % 4' - - - -- ---- ----.- -.--_�_.___. �_ ---• - -�� --- --•-g» 57,7 ___k � �' I RESIDEN71ALv �` a ; _.�.- ------ �__._ _.r-�"�-: .. - - - ___-------_._ _-__ ---- --- -----_.-_--___ �__...-------- --- �� - -_. __...----- ----- --- - � W � 3 ,..,.� � � �T.___..._._.-.-... _......."'"_' � � %!!3 ,y , .�..��_.�.�.�. f ...��.��..... . NKLIG� c+ � _.� _.___.�__ --- - E q 3 r n !r� %uv- . --- _t" ---ttctr- -- -- • �- ----- - - - _...._ � ._.�------- - - - --- -%��--- ._ .- ---.�___ --'.---- - - - .--_._ . ____ ._ _ ._ .._ _ - - RESIDENCE .'_"" ' -. � ,3 �_....�._.__ ---'--� _.___..__�.. ...�._�_�___._.._.._.__ .� � $" � i.� - -- ---_. . � 4 � / r` ��-- ---._. ___-_-�,_x„��_.,..�.. ---. ..--- f��_�_...�. _.. ......� .. ._._ - - - _ - _._..._.____ ..... �_� ----'-------- .........-_._.._.. __ oweua ` F I% ��£ / %ac a�i 2 � - - - - � --------•-'- ----- -.� �_..__-i---- -- --�_ �.:_� - ---_._�_..__. .....___._ 4 ct� - -- DEMOLISHED !t�o --- ----------- , �� -----�---___- ----- � � W �i o x u� O :•u . '- � __��._ ��.-- -________ __�,._.._ � � J= �, n.o ,a•� -------�T-- ...��___.___�_...._ ....�_ _�._ -x of INAPRILZOOB �_� _�_._.��... �_- -- - .._._ �I ._.-_ �--- � Z � � $ �' x �'i . .��_-_ -_ -------_.-- ---_._.�_�_.�;, ..�._.---• - � � x 5 � l �_��t"so.z-" 7�so7-'___.._�.._._. a S yp/ 4, � >> nx � �.�J n _�-_ _ �_------_ -------_ _-_n _�- --_-:..'----_"�:�+-____-__��-- --- �-- --- C � r* N � ""` , . _ � Mt wxA � � x .-�- - ----`�_.,._._.____..�^^_ __ -'f' -- N45'tl'20' s^f^' imr�evnn� .. ovuHuornm vmmrae unmra[� «.Yr �u�� ov� E,�o �rcs � �rrmKKf � Q (�b S.S� "'"'__ _ ' ' '' ' ' �' '_ '" "_.__�'__ %60 7 7 c,w,u.w,W�.s 60 2 Fb F � ' '7[ f0! �f07 u ni.,i %q.l.E � %i13 � � i' u.i� u� ir G07 �S� t�45'1T20' ft ei o % , ft s�� N 4532'00'W � • x" ,o !I � ��.aw,. - - �� ,.II x �.n ,�� BRIDGE LANE `:� x , �,x °j ti It aeiarta • uir Nrr�a �uin� �� •�wtt�a �v/ -32 ^ �., t6� resr.�,urtna __..__ _ .._ ��snanw unurvrou onnviMim u �' ro�t 1375.03' _ / / o � ,,ir,a . I ��, - ucuocu�nnon � %R.7 fvER ff5x %Kf Itt53 W,v[t ��1nuRl�vtMnrt ki33 %ilf �� 60 � � // D1VFW EXISI7INGSHED �p.,^ws �z% 6n 5f5 5" : ws �p� s�� -% � / tss% , x�1 � �' , EXISITNG FRAME 6ARN � �p ��H�AM � � � � ��i 3,490 SQ.FT.SINGLE STORY lOO SQ.FT.SINGLE STORY F N � i / /�� • NO WATER OR SANITARY NO WATER OR SANITARY SCTMw:1o00-Tfl•3.4 a � � SRMN:100P72•1•1.6 SCTMN:I1000.711'1 . � � � ZONE:R-d0 ZONP A-C ZONE A{ �� , � � ,, Q „� „��LL� iMMFDNSIIG OWNER:THOMAS AND UURA KENNEDY OWNEk:BRIDGE UNE,l► OWNER:LIEE VINEVARD,LLC ovrtuc 261 DOGWOOD UNE ^ ' 1200 N.FEDERALHIGHWAV Q � 149900REGON ROAD SCTM8:1000.i4-1-311 SCTMR:1000•M-1-4.f SCTM�I•1000-b1-i-61 SRM�:1000-d41�62 MANHASSET,NY 10030 S I T E 1 L A N " EOCA RATON,FU.33432-2603 , � ►.O.tOX!07 I I EXISTING SERVICE AREA CUTCHOGUE,NV71935 ZONEA{ ZONEA{ ZONF A-C ZO�JLA-C USE:IFAM�LYRESIDfNTIAL/ USE:RESIDENTIALVACANiUND Z USE:TOWNOFSOUTHOLD OWNER:EDWARDJAEGER OWNERVIRGINIAASR OWNER:MARIEMCUUGHLIN OWNER:RAYMONDR KRUK °�� WATERFRONT drawing scal� �"=�oo' : I �� NO PROPOSED CHANGES Q DEVELO►MENTRIGHTS I355DRIDGEIANE 62556RIDGELANE t9-lOiSTHROAD 76456RIDGELANE � Ur NTCHWUE,NY11935 NTCHOGUE,NV71935 WOODHAVEN,NY11421 CUTCHOGUE,NY11935 � � � USE:1 FAMIIV RCSIDEMUL USE:1 FAMILVRESIDEMIAL USE 1 FAMILY RESIDEMIAL USE 1 FAMILY RESIDENTUL . j � i ; � ; �° 61.1 X � W ' S I T E D ATA � X 61.1 . . � Z � -- � � � ' I O '' PROPOSED WELL LOCATION SURVEY INFORMATION PROVIDED BY: ROOF&HARDSURFACE AREA- GRAVEL AREA,�ACCESS DRIVEWAYS�,RAINFALL PLANTING INFORMATION: - -- ------ -- I I I I � � �FOR DOMESTIC WATER-BUILDING RAINFALL CALCULATIONS FOR DRYWELLS: CALCULATIONS FOR DRYWELLS: i � \ TOTAL AREA OF DISTURBANCE:5 8,0 _ SQ�FT. . N � ONLY�-4"PVC WELL CASING WITH � �_ GRAVEL AREA: =2 3,4 0 0 S Q.F T. PLANTING TYPE-1 I � � W \ I I \ � N ATH I N I I I ►vta,iN RooF aREa: 145 x 66 -9 570 sQ.FT. -•----••••---- __--------__�� a STAINLESS STEEL SCREEN&STA-RITE AN TAFT CORW � ' I ��-------------------------- --------------------- --------- -I------- -------- - � �� STAINLESS STEEL 1.S HP PUMP " 23,400 SQ.FT.X 0.166 2°RAINFALL X O.0 ILEX GLABRA�INKBERRY� ' � � � � ' �� RAss c,Re,a LAND SURVEYOR 9�S�O SQ.FT.X.166(2 RAINFALL�_ � � „ " � I ; Y � PROVIDED WELL-X TROL-WX35O �SHt�CU.FT:REQUIRED (RUNOFF COEFFICIENT�=2�330 CU.FT.'REQUIRED 36 -42° � I NEW DIRT FARM ROAD ; v � NO IRRIGATION ' � PLANTED AT 3�O.C. I � T� ��16, � m �� STORAGE TANK-Z2O GALLON tro,s„�,a,ea,�r„N_ y�e,�,,,. _ p,,,.�,,,�s,,,�,yor,t � � � r� �X , •� Y CAPACITY LOCATED 1N BUILDING. �,588 cu.Fr./50 sQ.Fr.�AREA OF H�� 2,330 cu.Fr./78sQ.Fr.�AREA OF lO �DRYWELL�= LOCATED AS SHOWN ON PLAN _ _________�`` Q � k k k _ k k rFIONE(f31)727-20f0 fmc�a3�)7T7'�727 DRYWELL�=31.�VERTICAL FEET OF � pMF �D�_ B�� __________________________________________ � , k �, k k 3O VERTICAL FEET OF DRYWELL REQUIRED � qNqy��vs4� i �� Q TRACTOR �� x �, k k k k hX jk kY .t xk x �v„f�� a�,,,�s DRYWELL REQUIRED , PLANTING TYPE-2 I / Gy � �� } TURNAROUND � ' z x x x k x x k , ��n.w.r«k t�9o� a�.nbe.�+..r«x�uo��es . �v . DRIVEWAY LP- � k. k / k + � , -�-"�--- j l QTFR�� A, k X' � x� k � k }�� k k��'� k '' } x R \ W . _ AREA TYPICAL AT 4 � - ��POLYETHYNfN,�E\x �, } k k k��k � k x x '�' } k 4H�.O TO PROPERTY LINE , �� "'�a'�`"`'0/�. USE 4 H��X H�DEEP DRYWELLS=�,GOO ✓ USE 4 10��X 8�DEEP DRYWELLS= f • ( ) � � F k x x x k k `/��' k �r 'f , L SOO CU.FT:PROVIDED CORNUS KOUSA KOUSA DOGWOOD �. ,y. h k k -k' h • • � VaATE $eR �C�L�E h k -M �' ,�. } �' ,� k �AY �I•2007{!'D�iC yl/HCY CU.FT.`PROVIDED ,r k 6R�1SS A.E k k . � � ' x k �. ,} � k x k '� ,�, k x h k k :- . , . . . �• LP-10��X 8�DEEP 1NITH k X k k x�k�V.� � --+� .h x x k �, . k � ��-8'CANOPY DIAMETER � __�.__�_ .. , . : kk ar X^ a' k� k {^ k k k k 'f x h kk a' X �,�R� �U�1' �, k kk '� k ��NC�E�� '� k i' k, ,��.• , . .. .....•. .•� '��_„�''. TRAFFIC BEAKING AOME k k x X h k �' k,,� x k x } k x �' X �' X ar . QUANTITY:$ - , , �, k � k k x x k X k x k k k k k h k �,} .,} k k M ' P I T C H TT O GRAT_E''�I„ , ,\ � �' k k '` k k � k k k k k k '` x '� k� .k C A NO P Y R O O F A R E A: 6��S Q.F T. LOCATED A S SHOWN ON PLAN • ' �•y k �, k k k k k 'r k '� N 'r k k k } k k k ,k 4 k �, RETjAI1VIN�7 WAL`'L�, . � • ,.'7yjICA1,ALL5IDES � .'•COV'EI{;CAST IRON" x k k k k A, �k k k �, k k k k k ,t x k k k k a � � •, • . k k k x x k x k k k k '� .t '� k k k ' k k x k • �• �•'�' �: GR{4TE At�GRADE : , k k k � .t x '� k k x k k k x x SITE&BUILDING INFORMATION: G0�SQ.FT.X.166(2 RAINFALL�_ . . k k k k k k k a, k ,� ,ti ' . . .. �•:.• • f . . ..�.•. k k k ' ' • kL�.� ,k , ,� k x �" k .R h� k k' I� RrJOF X .. • . ' .. . ��`• �. �" X W k k } k 'r ,�. x k � �' k .k �r • • ''• '�� k ' • • h. k k k k �" k ,, �k , . . , --.�.. 'TYPECkL AT�4�FOUR ' x k ly Y �, k �- k k k .k �S k k .r k �, k a TOTAL LOT AREA=�3S3$36 SQ.FT.= 3�.07 ACRES �OO CU.FT:REQUIRED , � �8' , ' • � x k ° k ' ' k ry � k k ,} k STkORMWAi'EP, • .. .. ••. • ,' . . � k k X X k k � k '�' k k x ' ' STANDARD NOTES: �. X } .O � � � ' '� � k ' k X k � 1�'g� .. . � k k k �' . x CO�fTAINi�itEPlT �`i-F � ." • • � CONCRET€RANIP.D01%NN JO '"•�, x x k k k h' k N k ,y�� '� k k k '� TOTAL GRAPE CROP AREA=88�,8�$SQ.FT.=2�.38 � � �, h- k '•i. • •. �� ••� . k k 't x a' kk k � ,�. " ��1�E � . .� . . . . . . .. . ,Ar �, x k UNIP TE�t WI H �' <7 k k k k k k ��0 CU.�.�5�$Q.FT.(AREA OF 8 � ' •51UE,YARD SETBACK x • * x F�/ T k ,, k ,,• � x k a �I �NL�' k ��y,!` , ' ' :. GftAVEL DRIVEWQY:. , k � � k k k ,� k ,,<� k x k k k k ACRES {�DRYWELL 2 VERTICAL FEET OF TURF SPECIFICATIONS � . ..• `.:. k k = , • ARICIPIG AREA , x x x k i� � .. �� ELE'�6�.�J'�"'' �' r k k �= CONTACT THE ENGINEERING INSPECTOR(765-1$6O� ' j/. �� ' x k . .• k x ' k � � k k OF k � � • , . . . `w.: x k k '} kWVO'D�NC�L(�1SII�Ek �' k x k k k k '� TOTAL OPEN AREA=46$661 SQ.FT=�0.69 ACRES . 1.FINE GRADING OF TOPSOIL • .� �:.j 0 � � 1� '..k x k k . . • _ •• S.SPA �S:... �:• . . X k k h � � k k •.} X k ♦ ' . . ' .. . . �.. ' k x X 'r X x ,�, k X k k k ar x k �. } k k ' _ DRYWELL REQUIRED � ' ' AT LEAST 24 HOURS PRIOR TO START Of ANY WORK. o / THROUGHOUT PROPOSED TURF ; :��, ; �'�,.�� . � � X k k x T��• ' • ' • �� k'x k k '°� 'k' - �':I�LA NG X X �`'. •, �.� • • = I ' ;,..::• ' r x �,k k F�V/�C l'�VI�S SCf.fE,�JECI�W.�Thk k x k N k k k_k X x � CROP COVERAGE PERCENTAGE 6$/o CROP USE 1 8��X 4�DEEP DRYWELL=20� V WORK PERFORMED WITHOUT INSPECTION SHALL BE AREAS �� • . • � • ' . ' .. . . ,4, �. r �. � . t��• � y� •..�..' ,., ar {' � � �" ' � ' � � � n. ' Y �` "� k.,• • �' � x,: • r" '� -'` •• • . k �LAN�IP�C�,�E.�1 k k k k x COVERAGE � CERTIFIED TO THE ENGINEERS SACTISFACTION AT • ' � � ., �DRIVEWQY�LP= . • • �O-d ••. ' .. . . • . . .• �, �x X k k " - •"x � '• �- �• _ „j„_ � • �' k .k k k k k X k k x x k • CU.FT.'PROVIDED -TOPSOIL SHALL BE MACHINE PLACED . :.'�w N•� • . •�}---}� ,� . , ., • r k �' k x k` x k k , k k k , ,. '� ' k k k k k k A' �' k ' k k x x + k �. EXISTING STRUCTURES=4,429 SQ.FT.�FOOTPRINT� APPLICANT EXPENSE. ,�. IN A DRY STATE DURING DRY � '• �r W • TYPICAL AT:(�4�' • • • . . , . . .r •� , �f„r k k �. k k k r x R()O,� r k ,� ° .__ ••. .�J.:. ,.•'• ' ; i , . _ _�_-_-. •� M` CI GRATE • AREA�MITH � �" '. ;} . r k ,ti 'r k '° k6�a' a. k k S�OR'�A�VAT�R` �,k - LOADING DOCK RAMP: 92�SQ.FT. •_ � k k PROPOSED STRUCTURE=H,635 sQ.�'r'.�FOOTPRINT� WEATHER TO A THICKNESS OF 4" �'�ti� 7 . . .. •.%•.•Y��• _ - � ' ' ' � � � :E)O.S LOADING RAMP T�3� , k k �' k OE4 SQ.FT. COORDINATE AND COMPLETE ALL UTILITY . ' � .. ' . ``PIT.H TO . TE'� �f= • •• �LOCATION•�••.., ' ,, STORMWATE�"8. CANOP � �� 'x _ ❑x ' �. k x k P�J20hQSEf� : � k �p�.J�AlNMEN'f ,� '` + TOTAL FOOTPRINT COVERAGE=13, THROUGHOUT PROPOSED TURF �.____�_ __ ��.:',. e''�.• ��%1"RUCK� , � �%�, ', � , •,'Ty�CAL'ALLSI e '�i . LEVATIbN =60.0 P�F RAMP pITCH ONTAINMEN �L�EP � •. • }�` '� k k k•�- N k k�` ,, X� k kpN4y k X k k k PROPOSED STRUCTURE TOTAL AREA WITH 92O SQ.FT.X.166(2 RAINFALL�_ + RELOCATIONS, ALL BUILDING UTILITIES SHALL BE AREAS. �� ':a� . • . �!•TUI�NAROUNE3r:-�- -'�-- �_'----. � • •�' ,,. , .. . . . �� •/.�y. '• F, � � k k k k k �I..P-84� x X " k k k MEZZANINE= �$3 CU.FT.'REQUIRED � INSTALLED BELOW GRADE,PROVIDEAPPROIATE •.:, � :. . . �..- .. '•--, .'��• . � �. . . . . .�_k L k 1 x -TOPSOIL SHALL BE MACHINE --�--- - - --- -- � • %• � ••,a��a• � . .•�• .-:�'•. . T.' . • • ' DRIVEWAY�LP-�• �• • o -2�,- otT� o�T ELE:� . '� '� ' � � � � �_ ��N * `k�E��k xk '4 k k k X k k '� ; 9,635 sQ.FT. � RISERS AT UTILITY POLES GRADED TO WITHW�°OF PROPOSED ' • � ' � �i. �.��' . r n.,•..; .:.'••'. a► �IS. T�Pk �' k k . r . • •• . �'• '' :�•�� i'., ' ;�i , ' ; ��.TO-O tYPICdL•AT.� k �� k �I I , , , � �� 'RC�OF'` k k k x x k k k k TOTAL AREA OF ALL BUILDING SQ.FT.=14,064 152.�CU.FT.�SO SQ.FT. AREA OF H , � :, � GRADE USING SKID STEER LOADER OR : '� � � • i��' �� "' � � ' •. '� • 4, xPF.0�04f� �` a ''� '` / � k x '` x x �, x k .k x k k � THIS SITE IS DESIGNED AND APPROVED FOR �_"'��.--- - � •/�.: • .r � . . '. ..�._ � . . . - :•.LT X � � 4 � ,��` �'� A i� k k k k k �, X x x .t fi k SQ.FT. �DRYWELL�=3 VERTICAL FEET OF ' DOZER WITH f>-WAY BLADE. � WINE-MAKING ONLY AND SHALL NOT BE OPEN TO _ _ ___ _ ,, . �': ' :` �/��' ' X k X .T`�'' „ . ' � �EW GR VE�'�'�'•.�� • ' • �x�t� k� k y I� y C J .� .__�L �� • ��I� i � ar �,k k �. k x k k k k k a' a, kk �' k �INCWDES ALL BUILDINGS ON PROPERTY� DRYWELL REQUIRED THE PUBLIC FOR ANY REASON INCLUDING EVENTS� "TOPSOIL SHALL BE HAND RAKED . ! , f • .• •. k k kk . ` ''•,ARKING REA •. ' �� • i�-8 S��r k x k P•-•-•-•-•r•-•-•-•-•-•-•-•-•-•-;r-•-•-•-•---- _ • �'v �.�,� x k x k '` x x k k k k LOT COVERAGE PERCENTAGE=�.9%LOT COVERAGE � _ / WITH MIN.36°WIDE GRADING RAKES ' :./j. "�•.• j�' ` . ;. �` � ` _ . • •• • . .• . DE'£�{ x � i,I PROPOSED�UILDING 8,635+/ N I � k ,� k k k k x k k N '� k k k USE 1�$��X 4 DEEP DRYWELL-ZOO �/ • REMOVING HIGH AND LOW POINTS IN � . ...� • •� '. •� kk k f � � WINE-TASTING AND RETAIL SALES D � (� � � n� � _ _�__.��.�.,___ .�•. � X .t '1�,. . • .'•5'$PAC $ . . . . .Y� a' �, e : . e:ea • se:e. .�;se :ssz:- ° � i � Y k k a' �r k k k ,� � �UJ I� : ;i:. : ,�/•' k k k �,-�j , , • . : • . : . ' R�Ofi k k x a �� f � _ ,_ _ ,_._;.,_,_. ._ __ ..� h, kk �' k x k k k, k k '� kk k k k CU.FT:�ROVIDED THE MACHINE GRADING TO PRODUCE ' a' 'Y ��r • •• • • • . • 'k � �:_:e:e:_• s�e:e:s: .r k '` x k k k ' A FINE SMOOTH GRADE WHERE THERE _ESTABLISHED EDGE____ �'� �'• ' . x k . • . • � •#�:=:�: , k x , • � . , . . . ,v • �EkE�O � , k x k k + k SITE LIGHTING INFORMATION: CALCULATIONS FOR F E B 0 9 2 0 1 5 • 1' � �' • � :. • ''• • � k �� T x '� x k k k ARE NO AREAS THAT HOLD WATER OF CROP LINE- !: �•' • .Q , �, .Y h, k . , � k rt �, k � I � � j � �1� fi k k k 'k �. k X i x X ., x � �. x � k k x h, � n I ,� x � '` .k k k PROCESS WASTE SYSTEMS�OF-Z&OF-3�: AND THAT IS VOID OF ANY AND ALL ---•-- -PROTECT-ALL .{ . ; • ' k k k k a' ,R. k' N x k X k �. '�" k k Y -Y -l' ` y� �i ; �,.. � � h' k k x �, k �k k k k • � ... . . k ��'_� k k k k k k k k �T�PS A�ki�TFYk k F.F.EL��62.0 , I i � _ k k k k k ,� x k k'` x x k X � k BOLLARD H ULL CUTO FR UN T WITH 26 WATT 4 PIN CALCULATIONS FOR SANITARY SYSTEM�OF-��: DEFICIENCIES THAT CAN BE SEEN SOUth01d TOwf1 EXISTING CROP . • p k k k k k k x k t e : :e:_ • • x: • •- • ._._. � I INE STORAGE k x TYPICAL WINE INDUSTRY HISTORICAL WATER USE DATA Pfannin Board � I � k x , , • ° • '"' n , i (� f._ � � k k k k �. WITH THE NAKED EYE. 9 -- - ""'�"-`�FIELDS"- ? �� '. � WINE MAKING ; I y�� k k k k k h' x k x x • COMPACT FLOURESCENT LAMP. i: , � � E E C $ �❑ �T_ ,�F�r��y��,�y�,��,�,�,� i��,�,�,11._. � � �, �t k k �r k �. �r a, GENERAL INDUSTRIAL LOAD:0.04 GPD�SF, -THE HANDRAKING PROCESS$HALL � . • . .. • .. •. . •. , r r 1 �� 'oT•�r�.�.oy�o.00��.�u.�•�•p�• ._..,,_._,,.._._ k x k x � I ' ., :� „ ,•. .: ••: . ' A P N R IL N 6 r ._._�_.�.�. � f �-f f f t f � k x k k h' k } X k x k k t 2 8 N@ 6,000 CASES�YEAR COLLECT AND REMOVE ALL ROCKS, WINERY PRODUCTIO �. ' ' f � .t k � � '' ':� �^� ~ �,• x �' 'r �r k �' a LT-2: ARCHITECTURAL AREA LIGHTING-MITRE-M3 PROPOSED BUILDING MAIN LEVEL=8,635 • -------_ _.� .__� _ •• • . .. . , , i ,- , i ;, � i ; . , , i , . , i ,. � i , a' k k k X .3 GAL.PER CASE=14,Z�O WINE GALLON q� Q TWIGS ROOTS AND DEBRIS LARGER PROPOSED WINERY FOR -- I �• � • .. ' I • k k x k x x '` x k k X �T-� � � , . �i• I t �� ' I�J� I 3 :;; � k k x x k k k k x k x �FULL NTOFF�WALL UNIT WITH 26 WATT 4 PIN Q. � 345�P� ' I . • i .. ' x �.l � k . ,; � , ; ! ! � k k x k S FT.8,635sF x 0.04 GPD SF= �� I � •: • • ,� x k k x '�' h, k a� ; ' ---� � �r""�" •; ' � � ,, Sl'12Q!NER k k '` k k k I ANNUAL WATER USE AT 25 GAL PER CASE X 6,��0 THAN 14 FROM THE TOPSOIL B&�PROPERTY -------'-"--- I + ' ' oN �, k k k k x x �♦ k k x � ! ! ! ; � ! � �� i ' � � ,� � k k k k k x x k k k k ar COMPACT FLOURESCENT LAMP. PROPOSED MEZ2ANINE SECOND LEVEL CASES=1SO OOO GAL PER YEAR SURFACE.ALL DEBRIS SHALL BE I , . �-� .t a' x .�tP-86)� k .} k I �:_s_:_.::_:_: e � ��i:l� li.�3�...�� 11__i� 1!.,..�� ,i li..1��i • k 7�2A`P,k k x k k ' � � HHSO BRIDGE LANE _ � � , ' , x kk k Xk k k x k �k p�� k k kk � ��r � � ' �� ; � ; � � �`.; ; � �� ; �fi ,k k'� x k k �, xk x kk } k k k kk k;kk , STORAGE=SOO SQ.FT.-NO ADDITIONAL LOAD y y q T E R U S E F O R M A X.M O N T H:0.�2 X�S O,�O�= REMOVED FROM SITE. C U T C H O G U E�N E W Y O R K�1 9 3 5 . a' a' �� k k I I I �� 'I�'_..1' �L?� �� 1�_'t l l__i l k °r ar a- 'r ,�. k LT- : ARCHITECTURAL AREA LIGHTING-UCS�FULLY PER MEMORANDUM 22 �' 2.HYDRO SEED TURF AREAS - - - � �P R E�C A S T C O N C R T k, k k k k N k R O O F � k �. ,�.� ;� I � - . I , „ . . . .. • �• � ' �, k k k k♦ ; � » a I , , , , , , ;_I ;,r' ; x k�k k O i� k }k k x D E D�P E N 4 2 W A n 4 P I N 1 8,��G A L S. . .M. �1�� 3 �2 �4 ------�_..__�_ FAVERS=�H�4RD'SURFACE�• . "'� � •, . x k �, k x x k k '��k k (�.O ,� j '` ��i PkAP-FA ' � � �� ; ; , ;1 � i i•i : � �� p�ppp'�p'�[�p�.g�'r 5�'O�MV�/ATE k k S H I E L D A N T L I G H T W I T H PROPOSED MEZZANINE SECOND LEVEL,NON FOR 26-DAY WORK MONTH�DAILY MAX.FLOW�: T H R O U G H O U T . - � _ k T 1 iR T•F t a N D 1-C�i P•P ARKING'• •• • • ' k � k k k x kx k xk '` x k k��.__ .� � v =�� .� � , �k } U�E P� G�O N T AINME �T k kk '` �- ' COMPACT FLOURESCENT LAMP. MEDICAL OFFICE=SOO SQ.FT. i -MIX SEED,FERTILIZER,L1ME AND i . . , . .. . . ,. • k k �.. x x - k -�--� � ; k �� k� x . :� x � -�. x � i x � k x . 18,000/26=693�a�/�av --------- - .�' SP,4GE• • � �� . �, � k k k k '` x e '�, x '" ! I I -a- 1 x �' '` x � _ � �`�RA T�RA�- � k �� x k k 'k k Oh1L -NPI�AL k k $��SF X�.00 GPD�SF=3O GPD / WOOD CELLULOSE FIBER IN THE • •.N�W,-GRANEL•:�. k �st �: k k x / �' # k � �n r k r r k k ,t k k k kPROP'OSFD k � k k k ^ k k k "� T O T A L P RO P E R T Y L O AD= G P D V REQUIRED AMOUNT OF WATER TO -- . . •: � .� •.•;• ',•.� . •. .. •. . ., , xSE�G3NDARYk k L i r ,I, ,�, x x k k � k k x Q � ., •. .• ••. : •..•.•.•.. . .•• • . ., } + " x ;O�k�-'��_k ��tk6Q.� �- � 1 k '�r " �� k } k x k k B ILb'fN`-t�0 �� k �` k '� x x k k k k k � 5 EXISTING BARN=3 49O SQ.FT. 7$%OF LOAD AT OUTFALL-2=$ZOGPD -- .. . UNIaER�i UKII? x k � ' � k CONCR�TFkSTErPSk � x x a' � x k X 9 (� � � PRODUCE A HOMOGENEOUS SLURRY. •----�-- ---- I � �' F �2(3P SEb k x � x •`� x x ;� G�EP�ERATOR,�ANU � <� , x x N x . xl-'`. k k k x � k , • PARKING CALCULATIONS: o t � '• • ��.�-'`• �•�.SPA E � o k k x ,� : k k � Q ��'� � k � "� -- .y` k :;�. k k k � x �k x 3�T N1`RYh-DOkO� kBA�`EINE �f �. �r k�k��k . x12�,00t/�I.LC�iV x X k ,� x k 5�3.5 3,49�SF X�.04 GPD�SF=14O GPD 2$/o OF LOAD AT OUTFALL-3=��3GPD ADD WOOD CELLULOSE AFTER SEED, ^ .,. : �' •• �. •. `�: ., . . .� k ELEC,�TRfC k �-.1C�0�C�,AL k X k.k .. x > HV'A('.,�Uf�1T� x �.� x � k .� k _/'��k x . SID `' � ' ' ' ' � . �, k r •''x k k N �� k �' . i, �? � ' ' �ti k l�'� �`. k 'r k '� k k �' ,� k ,' k 1 � '/f �k k 5 PT�'C�AI�C x k k k E YARD SETBACK GROSS FLOOR AREA: WATER FERTILIZER AND LIME HAVE � PITCH.70GRAiE� 1•�. � �UNF3ERGRC9U k �'�i h, ,C � '� �' k ---•--- ----------- I •� �� '.% •. �$+� �I.C.��-•: x k �S�Vf�Eti k x � x -��r' � k. _ , k � ''rJ�k1 ,,�':a�,;�.,.�.;�:v,�`%�'`::t SfiRFEN'�D,WI7H�' � 1 x. k k k x k k k k k, k l� / .t `� �' k ,k k k k '� k EXISTWG GARAGE=839 SQ.FT. ' TV►ICALALLSIDES: .� . ..'/• " h' k a' x PROPANE`T NK '�� '� � � k, X `k k k a' ♦�'/ k .�5�{�Xk'4 LIQ'UI k �' , � Q. .�•�� •: v . • • k x � � �- k� k t k � '� � � x f'LAN�ING�,�Yf'��1 '�x� �x � '� k x k k k k x �k X � '� x ':� x x 'k } � x ^� k x .t WINE MAKING• 5 450 5 FT. � , SEPTIC TANKS- USE OUTFALL-2 FOR DESIGN B EE N TH OR O U G H L Y M I X E D. DRAWING DATE 1 ' . . � . ' - k k FGEQER�$ k '�" k� x � .t �� k�� x x x x k , k � �`` k 1�00 G,ALL�P� X x k k � x k 'r x� kD€PT�I�,Y k k k k k k WINE STORAGE:4,1�5 SQ.FT. H39SF X 0.04 GPD SF=34 GPD � -HYDRAULICALLY SPRAY MATERIAL --- ----- ---- - i ..��DR�VEVVAI(LP-'f ';o. :. . • x x .r x � k�k� ;' '`k-�k k x '�t x �i '� � k x ki k k /t' ( �.. �J '.�, ,....• . . k k k k �,,�� k r� .t k � I '�r„�O�S�ALLO�h k h k k �k k � k EP'fICrTA�VI� k k ,� x / k } k k. k x k k x x k k k k k ,r k k � } ,�. k� � k �. � CRITERIA� 11MAY20O9 k` � � .� i '` x } k . k EXISTING SHE�=lOO S FT. ON GROUND TO FORM A a � rYP1�AL�AT��4�': .� . . - t� , k k� `r- � k,,-� GYLC�,OL'SYSTEIU ., , k k 3 k k '`�S PTI'��T NI� k x ,k �' k � k x r-� k x � x k k k k } x � Q� TOTAL LOAD=$20 GPD _._.�__��._____ I " ' , • • '�' ,�. '� rit,eN �� a' ��-� k ,k k ��p�p�. 'vx�'r��r k k k k �� ,`� � k k,'�'�� k h �k k��C 4�Ll�ll�lD�ERTH� �'�k -�+1 k k h �k ,Y x '� k k k k W I N E M A K I N G: � P A R K I N G S P A C E P E R E M P L O Y E E �OOSF X 0.04 GPD�SF=4 GPD , BLOTTER-LIKE COVER IMPREGNATED '' ' I ' � ' , „ ''• • ' , �.,,. � k X FORME k k' k k � x x ♦ x k k(��kX 4 iczUlD DEf'Tl� � k(�'�N k k . k k x � 1'� t � k k �R"A A�2FaA k k ' SZO GPD X 2 DAYS=�O4O GALLON ISSUE DATE k k � , /ti � � �. .t � k �.} ,k k � k k x �_k � k x �MAX.8 EMPLOYEES IN SEASON-MAX.3 . ' UNIFORMLY WITH GRASS SEED. I ••�JD`�:. .. •.•. . . . 2 '0':: '. • k h, A. k k.k, ,1, k k k Ef�C�O�SURE * ( .F ��' ' ,k k � 'j' ' k k� (r ,t, CI .1 x k k k � �X�ANSI� k k a,�,C� ,k �r k �, �r . k ,t k k' � , k k x x k k x h k , { } ,� k�x�f-�,+�-�-EX�Apd51�� ,,,� x I k k �y k � k ♦ k / k k x k .,�JO IRRIGATiO,iN k k EMPLOYEES OFF SEASON� TOTAL PROPERTY LOAD=S GPD f , SEPTIC TANK MIN. -APPLY SEED AT A RATE OF 200 ZZ 1UNE2009 -----_.._...,.-------- - � • PRIMARY EL�CTRICAL ' .. •::.,• k �-'}�L �RI��Al� k k k kL�A HII�GaPO�L�� Y �� '`� k k k �/ k x x r �k k , k k k " � X k EC k �_,,,, X x �EAtHIN6 P,�00�:x� � � � x k k' "� �`L[A HIN1G OtSLk `� k k k x k k k k k k x k � k k k =H PARKING SPACES USE 1 1200 GAL.SEPTIC TANK AT OUTFALL-2 2�SEPTEMBER 2009-FOR PERMIT AND BID � • • .. . . . ' 'I k �C �� I ,/� �� k x k � � k k k k x k � LBS�ACRE DRY WEIGHT. ... .•, . t'Txl x x / � k k T�AN XFO�:M�ERx x =x k k 0'� 13'-��i!�_ � �k k k k•"�` k k �' x 1�'Q3 X'�2•t� k k k k '�' k� X k X a' ��X�� k`�"'.�.."'.k'k _k•} EX�'A�;ISI�P4t k h' k k k k k SEPTIC TANK I • SER�/ICE FEfDER CABL�� '••. • • • �o k • fi x • -a---- x x x k k k k k ^ x x k k r ' USE � �ZOO GAL.SEPTIC TANK AT�UTFALL-3 -USES 24:24:4 WATER SOLUBLE . • .:. -------- � ' .:_ , '. ..•' �.pT x x r � k� x x k k k k � k ,. x k •r x k---+----�'c k k k x k �� k '� x x �' k WINESORAGE: 4��SSQ.FT.�� PARKINGSPACE ' ""' '" - -'''` � -'` '� k k �FFECTIVE pEP�`Hk k k ^ E'�FECT�/EE-D PT� x k � ' N x '`�F�ECxfIVE DEPTH x k x k � I •' ' Ik/ _Jr---n.•*---�Y --� --y�----ac` ' k' k �' k h' x � TOTAL LOAD=SS3 GPD FERTILIZER AT A RATE OF 4�LB$PER � �� ' - � �- PROPOSED PROCESS PER IOOO SQ.FT.OF G.F.A.�WAREHOUSE USE� - I ' .• , A LT-� =S PARKING SPACES S$3 GPD X 2 DAYS=�,106 GALLON LEACHING POOLS-�USE OUTFALL-2 FOR DESIGN 1,000 SQ FT. REVISION DATE � � '�' '� �` ., �� WASTE SYSTEM ARE � CRITERIA -USE LI QUID LIME AT A RATE OF 1 � � � ITARY PROPOSED PROCESS S EP TI C TA N K M I N. � 2APRIL�OO9 � ' � ,. i I --�-� � ��"" �"""- Q-- ' - �$Y STE -- -- TOTAL=13 PARKING SPACES REQUIRED / � S2O GPD�1.S GAL�SF�DAY=347 SF.OF LEACHING GAL.PER 1,000 SQ FT. 4 n•uv2009 . ..• NP 2 SAN � •• . ' .. . UNDERGROUND "! � Ivl�AR�A �� '�� WASTE SYSTEM AREA 21 uNe2009 S E 1 1 2 0 0 G A L.S E P T I C T A N K V I ., i I� � �G PARKING SPACES PROVIDED ✓ POOL SIDEWALL SURFACE AREA REQUIRED -GRA55 SEED TO BE: 1 • 0 14 JULY 2009-SUFFOLK COUNTY CHANGES .. i I TELEPHONE AND F- �_, ___`�_ LEACHING POOL 30/ LITTLE BLUESTEM I .' •15'-Q"•:• � i I CABLE TV SERVICE o Q � ~` ; � � � �J �� -THiS-SiTE�IS-Dfsi�NED�ND APPROVED-fOR - (15+1 H.C.PER N.Y.S.CODE� � USE lO�� LEACHING POOL=31.4 SQ.FT.PER 20%INDIANGRASS �4SE TE BE 02OO9 W N O F SOU T HOLDCH ANGE SS3 GPD��.$GAL�SF�DAY=369 SF.OF FOOT OF EFFECTIVE DEPTH � i i � � W I N E�M A K I N G O N L Y, A N D S H A L L N O T B E O P E N T O o � NEW GRAVE i� ----------' -----FEEDERS_ _ _.._._�__d_� _ _____.-,-__._ _____ __.___i__ �___ ______ . _ ..._.___ C� � �_�_�..__ - - LEACHtNG POOL SIDEWALL SURFACE ZO/o AZURE BLUE FESCUE OR RELIANT �J DECEMBER2O�4 I I >' � � �J• THE PUBLIC FOR ANY REASON INCLUDING EVENTS PARKING CALCULATIONS REFER TO SOUTHOLD USE 12�DEEP LEACHING POOL AT OUTFALL-2 / II HARD fESCUE ZZJANUARYZOI$ � •"SERVtCE� � �I � � Tp � AREA REQUIRED �� o I �I . Z-� _ ___��9� T O W N C O D E:C H P T.Z H O;A R V I I I;SS 28 0-7� 31.4 SF X 1Z�EFFECTIVE DEPTH=3��SF.OF 1 5/o SIDE OATS GRAMA i .'DRIVEWA�(. I i� � �� y� 0 �T �. i � �� q�,��T Q8O V1/INEYTASTING�N D-RETAIt-SAtES. USE��O�(ZS LEACHING POOL=31.4 SQ.FT. SURFACE AREA PROVIDED-3��SF.>347 sF �O%BIG BLUESTEM _ _ _ __ _ __ _ _ ___ _ _ _ ___ __ _ _ ___ _ TICLE ----- I .•. ••., I _�____.______._,.___ _ __ A _ _._._ _ PER FOOT OF EFFECTIVE DEPTH $/o SWITCHGRASS � �� -p--- - --r----.�... - --�-�------- ---- • - - -_�_-------- - ip0 •O• REQUIRED. _..._ ___ � �'�'" � '� i� r� � " �O�c POPULATION DENSITY EQUIVALENT: __._.._.__.____ I � '• ' � ___...�,_______N_._ j-.--.•---------l-�-_____-__-�___� ---.-.-SIT CT ---•------�ry -•--•--- ---- ----- USE�2�DEEP LEACHING POOL USE 12�DEEP LEACHING POOL AT OUTFALL-3 .. i � :,'. �� •,• i� - -----._ .�..._ __------ E-PFOTC IOPJ- - -C .... . . _. I • .. •. i I �' � FENCING- 6�CHAIN LINK � ��'�cR �- � �O.E9 ACRES�OPEN AREA�X 6OO GALLONS PER 31.4 sF x 12�EFFECTIVE DEPTH=3��SF.OF 31.4 sF x 12�EFFECTIVE DEPTH=3�7 SF.OF -- ------ . :•::':: i� __ _.__ ._�..�__ _.� ______._____ __. .._.__ �. - _.� _._ DAY�ACRE(GROUNDWATER MANAGEMENT ZONE IV�. SURFACE AREA PROVIDED- SURFACE AREA PROVIDED-3��SF.>��6 SF I I _ ____�..._�_.____.._�w-FEIVCE HAYBACE . •. .�. ___ _ _.__-- - -�.......___._ � 3��SF.>369 SF REQUIRED. REQUIRED. � SITE PLAN � I � ----------- j . :ZQ'-O"��:. �� _ -�_.__--- _�_---- ._.._... ___-- - -___-_.._,_ .�....__.._ _._�� ___� SILT BARRIER _ _ __ ___ .. - ---- - = GALLONS PERMISSIBLE DISCHARGE PER DAY , - - - - _ i NOBST.RIJCTE ,� ITE��PL7�N��T ' SE 1�LEACHING POOL 10 Q)X 12� NOTE:PROCESS WASTE SYSTEMS OVERSIZED BY DRAWING SCALE. AS NOTED ��_..._ ___-__ _ • er � •/ FFECTIVE DEPTH • � 'DRIVEABLE, i� "� - •------------ ------------ ! •-- ,-_________�_�`�_.___ - -- ------��a�j�C1��e-t-��----- •--- -- - PROPOSED DISCHARGE=S63 GALLONS PER DAY � APPLICANT _ _ a ��----�.,�__ � :•PATHN/AY i� . � • - -- - - -- -- - , THE CONTENT OF THIS DRAWING IS THE DfCLUSNE . ►ROPERTY OF A+M+L ARCHITECTURE�ILG ANV USE, REf'RODUCTION, IN WHOIE OR IN ►ART MAY ONLY EE � MADE WI7H THE►RIOR W RITTEN CONSEM OF THE ARCHRECT � • . � _ - __ __- _ ___ _ _� __'_-_ _'_'_____ ___ _._ SCTM#:7000-84-233 E X I S T I N � S O D F A R M ZONE:A-C sE� iNs�r ��YAi�� OWNER:WJK,LLP DWG#2- S.� TEST HOLE DATA. 7650BRIDGELANE X s/.9 CUTCHOGUE,NY 11935 X 58.9 X 58.7 X y��+ � X 59.0 � x�.9 x 55, x 5�., x 56.$ eo 58�i A R C H I T E C T U R E X 57.a K 57.t 56 USE:FIELD CROPS/WATERfRONT 926:10' 1427.85' S 45°50'30"E nF.M�N. �� 56 �y,q X593 D�RlROADWAY STUDIO:184 MAIN STREE7 \�dn DIRTROADWAY conc.e�on. TEST BORING BY: MC DONALD GEOSCIENCE - - , • S 45°4��50°E 589 3 � 55.4 �y 56 X 56.6 593 coN<jmoH. . ' _^_�.�_�� N _ SCTM#:1000-73-2-1 � � ^ � SOUTHAMPTON Nv 11968 DATE: 3 31-2009 � � "LONE:R-80 ^� " __ ,�. i) � Q " PH.631.287 7230 SCTM#:1000-73-2-4 OWNER:MARYW.PEACOCK 697��2�� / _ _ X55.9 ii i � � FX. 631.207 724� 565 WEST END AVENUE r �, iRT, a - -.----. NEWYORK,NY70024 � � -�- ��_,_,.� _ ___ ___ xcQs _ .,_, `- WWW,AML-ARCHITECTURE.COM ELEVATION =GO.O Xi71- x x59:o USE:1 FAMILY RESIDENTIAL/ _ 56.6 X 57:5 _ . _ , _ . _ . _ . _- - . � . - . - - . , DARK BROWN LOAM OL WATERFRONT 39.6-x gp.4 I �� - ------. cri �� 6��X 1� X 59.8 SCTM#:1000-84-2-1.1 c� �µ X 6t.t � 1.5 � X-56.4 II � BROWN SILTY SAND SM "f°�E - �� `_---'__'---- -�� X54.6 4�7.0� 58.8 58.6 X ZONE:A-C 3.Q 1 SCTM#:1000-73-2-3.3 - X 563 �___ _� -_ - �o � --�--- . .\ . . f�., BRO WN FINE - x-6�:9 SOBECiP(F6PERT I� � -�_--� ° �.��..•. Sfi4K J _ :'tY_. _�` � �;��,.r�,�?:r�'F:�'•': �PROPOSED WINE MAI<ING OWNER:W�K,LLP ZONE:R-80 = `•u:ti='• -,�r• •:-'+�': CUSTOCHO UE NY11 SCtMi�:1000 73=2=4 • ;�f.;*"•'s'.�`:,: :;s�-:. 5 5 G � 935 �':?;?}::j:;;:;':'•�'�,_�� `'�:�'::�..,.. g x e �y '`�'_:.:;::�:'='' '` • ,-�,;,�,c:�;:ti�.�...:r,,,,.,,, UILDING SE� DETAIL DRAWING -� �`�j TO COARSE SAND SW �� r-:.c��.��j. '• /`; �'� ' OWNER:URBAN LANGUAGE CO.LLC - 'f�"'� • . ZONErA-EANDR-8C 3i�•, i;.;I,:;�.p:;P;:;•, .,,.,...., �, � 'Y i - �:�::.:.. { 4� �:c. .. .-�:�y�•`�j�-'fy�%0;%�.:.;�::.;.; �!>�i;:jti ;�.. 5 WEST END AV NUE - - - ��:K:�� 56 E. .3 .::_.a,-'�+:':�- - 6.O �� i:>:�r.: •a": �:'i • .:-ti�;.-., BELOW USE:FIEIDCROPS �(j,E° ��t� - ----- �C61.1 - - -� ---- - - --- .<.T.�� _ * _ •.,�,�''.,,,•.,,• � �� NEW YORK,NY10024 x X59.o -- - . `, ' ';�y�, ��•�::• l �b �"3 -X 563 O�PINER:N��P-ROP€R71ES ;'�"•-'•'r��%'c,^}'••',c �: BROWN SANDY CLAY CL �' -�;.';:.-..�:.�.:�::�:_.. .... `•�' �� ;;;;,;,;;,;, ;, � 4� � i2oo-rr.Fe��Rarr�i�Hwa w. .� i 'r��:,;:;r;:�. .�� ! �f .-��M Y•�� .::a'c""f:��."�•;A .``. �� :�� B.O� USE:RESIDENTIAL VACANT LAND/X n� ,/� gQCABALQN,FI A.33437-7R0� �`i Tr `'Y�� = ��"`�� ,, .,-.,� WAlERFRONT _ �-�-l�-�-�- Y*: ; ::��:.:�`��;�; y�'!�� •I 1 � � '.F�. 58.2X :�--. n:._ ,�� 3 As F` USE:FIECD CRUPS R,�. �=� ��- O P E N F I E L D �� ' � . �� - '`� � __ - _ . -� - - � - t�_ ,," x-�:�--EtEt x 568 ;;:, .�' (��, � .;,-.-:� � �;� '' � '. � X 62.9 -- - - � .'•.,.•. .� i ^.� ��.4 . -- - --�T n.�- -?�� :{Z' k} � ,;�� °" 178,050-SQ._ X l;�,::� ;.:;�>; '�';,'''`'' PALE BROWN FINE �. _ - M.r�s=.,_ 'w � ';:�'�:;;:?.'';;��, TOTAL AREA OF DISTURBANCE: SH,OOO SQ. FT, xs9.o * ''� �`"�`J� X-G6.4- . 593 '^nr:o- AC -- - - �•:;u_::: �::F�-! "r'•;�:+�'"_ ••''{,•:,,• I "-=iEE��'�Y. SCTM#:1000-73-2-3.6 k, / - � _ �;�:i,�,::�;?� ,t, X s.8 E SAND SW � ��E� :�,.r.�:._ '';•9,;:;.'r:�,,. �;;'l'�+;:�:;:cr;::'?;a� ;y r TO COARS � ° ''' 72 �.� _ �ti�,�,��,:�..'' �,':',:�ap':;.�1. •.:•:�``��.�:;�':;�:�•;:;:,.;�::;.:• _ X58.6 u � f� ZONE:R•80 b o� - X sl.z '„*�,,k�,_ �.��•;;�`,�•.I�:%' �;0,,�%�,,:•�• j'S kl'':�..�J+J:;•�. Q V� � �i. � r_ r_ i 9t ..� �;�; (. (� (•:•�::�',•',:'.�;�;� , �y,, . . � ^ m� - - - - X�67.t C�� .: .;�. �� C•.;��`l,�, ` _ (--� - -P--- - 1:>,� `� qr� OWN�EREAPLACEVASVANI �^ ,�� ' ' Xw. + +�� u :r:,�r,.�• .�.•,.j��.�'�,;r� /'"� �,�'''.. iT��-i"'�� ••�� X 59.4 37 SI N Y ' BROOKLYN,NY 11201 - - �b�f X 59.b X 59:4 �o,��.M�. 3-3,-�0:FT x 59, a::-�: �...:�. USE:1 FAMILY RESIDENTIAL _r_�_�_ _ X 5�- �_�_7'-�A-- �Y'�.4 ? � WATERfRONT LL x I'''r�f o 2..1.� ' . x�ss �, 235;000- - ~"� - .69.1 _ _, J�.r� 567 f c:5` ---_-_----. x � - X-59.0----------- r t. COMMENTS: NO WATER ENCOUNTERED ry S:�H=AC- EXt�iTtN�-FRAMEG�t2A6c �'Y�'� _ x ns x ss.s-- s;.� SCiM#:1000•84-2-1.2 �o�,�.M�� X cr.3 x-sia ��_"� r'.a'�t ZONE:A-C X6t.6 -� .��SWGtE STORI'--- -:;:: 6 X 65.z _ NG-GVA?ER-OR"SANITARY _ SCiM#:7000-73-23.7 X�3.e 1 K��`� - -p--` 592 X ��:�'�� coe�c.Mon. XS$•$ corvc.moH. GA�rsace OWNER:WALTERKRUPSKI ��`~'", ��t-�.3 N 45�2'00'W 125.00' 7650 BRIDGE LANE ZONE:R-80 ,, i EXISTING GRA�VEL DRIVEWA ��`••"• $ CUiCHOGUE,NY11935 e - � ------_� �.+:; -- „^, ro $ SCTM#:1000-&1-1-5 � 0 a a __..._ ____ � - _ �`+ p USE:IFAMILYRESIDENTIAL OWNER:WILLIAM R.HOWELL ,� - 4 110 OXFORD ROAD �. � -�- ` a° n3 ��- ROCKVILLE CENTRE,NY11570 ,�v�O �� - �'r� X 603 ^ ��;;,,) 605 �t �--n N o OWNER:jOSEPH BOKINA '- �' - - ��};F I `�I'�`J�$ �S 9.6 CUTCHOGUE,NY11935 IRRIGATION CONTROI.AREA �,. Q'-- 7850 BRIDGE LANE ��' USE:IFAMILYRESIDENTIAL/�S.p �� ` EQUIPMENTTOREMAIN �'.�`�� `��A X USE:IFAMILY � WATERFRONT X �'�a� � �---�� X 59.o X 593 X,'�;��I� 3 RESIDENTIAL X sv.o 3 � ;.�Q,¢�" �aP � X 593 ��I . I� _ X�59:4 a W a 3 FttatmE Q � e� 5C 56.9 X-63.T (---'� � � I � � � oweu'e o2��i' � ? ^`V '�� p -X69.t- r�-�---1 RESIDENCE ,� �°. z FRame = A ��r X 65.2 � � �X �,��r � X 8t.6 m o 2 a� v _ZC61.4 DEMOLISHED x�9.�` i�.=` � D1YELl'G G �'i 4 A QQ ��,V o Bl. c t � ��' °� x 0.9 6� 5 8.5 � � O � o �r l :-3.5 =�2 �J� ��J�� o°� � IN APRIL 2OO$ X � ,' � Q o o X ss.s J� Q g � �� r _ � 58.7 �(•%' 6 02 X 6 03 vl s Z > O � / 1.1 T72 74 / 7L �.. ' „ 5 0 � � � � HEU E ROW � . � X _ � �a,�.M .N 45��ZO� �/�.h?,��. � conc.mOn. c�c.�norv. corvcMon. � b } 5•50, pNt MO. P0.0POSED ��{9: . , Q b�/� //! r� / � OYERHEABWIRE ()O OYERHEADWIRE F�'1�' �� OVERHEAD141RES OVERHEADWIRES UiIL1TYPOLE UIILIIYPOIE U1ILINPOLE UTILIttPOIE � � :"3.0 ob'^ 2.4 / 4 c nc.N.oH. HAINIINKF NC�\ wNf.MOH. _ . . . . . X 60J conC.moH. -'� .... rs NVTY73 NYiS77 OYE�EAD IRES NYi�27 � X b ry X � 50 �/ 75'RIGHTOF A�� \� � - = O UTIUNPOLE UTIUIYPOLE UiILI7YPOLE . UTILIttPO�E EDGEOFPAVEA1ENT UTILITYPOLE UTILIiYPOLE•,` ~ UTILITYPOLE UTIIIiYPOLE v � '� 4Q cwu.Mo�. 8(>.4 POSIaRAILFENCE 16'IGHTOFWAY N455�7�0"1�60�9��t NYTi3I 60.9X NYi#31 ULi�0 \ \ x�.6 SS.lx � r � o WIREFENCE , c�CF,o caHc.morv. �EGAL�ESCkIPTION 60 B R I D G E �.A N E �� » )C 60.� Ntt$� �(Gl.l Ntt�� X 613 LIL9U X 61.0 NYTtl26 NYiY25 X 1375.03� /n �� X$Z7 �� ROWOFEVERGR '69.5 X653 GRAVELOVRASPHALTPAVEMENT � 60 (108ERELUGTED) \ 60.� 60.5 x$9J 59,6 N45"32'00�w 2� /�� X X 66.9 X 633 X 67.6 reoN p� �� 15.09� �if �� 59.2 X 59.5 60.1 � : �/gI�EW T EXISITNG FRAME BARN EXISITWG SHED - 6o.s 59.9 � X�H.H / � / V� �FIRE HYDRANi � 33 �� 85.5 X ( 3,490 SQ.FT.SINGLE STORY `�� F n = 'a a X � �2 � NO WATER OR SANITARY 10N0 VNATERSO SANITOARY �N � � X 86�3 SC�M#:7000-72-1-1.6 SCTM#:1000-73-1-1 SCTM#:1000-73-13A � Q = 6 n ZONE:R-80 ZONE:A-C ZONE:A-C rrearne oweu•c � � � Q OWNER:LIEB VINEYARD,LLC I FRAME fRAMEUWELL'G FRAMEOYlELLG OWNER:THOMAS AND LAURA KENNEDY OWNER:BRIDGE LANE,LP O oweu�� 261 DOGWOOD LANE 14990 OREGON ROAD 1200 N.FEDERAL HIGHWAY SCTM#:1000-84-1-31.1 SCTM�:100a-&1-1-4.6 SCTM#:10U0-84-7-6.7 SCTM#:1000-84-7-6.2 MANHASSET,NY70030 �� BOCA RATON,FLA.33432-2803 Q� EXISTI NG SEIRVICE AREA- P.°.°°X9°' CUiCHOGUE,NY17935 LONE:A-C ZONE:A-C ZONE:A-C ZONE:A-C USE:1 FAMILY RESIDENTIAL/ USE:RESIDENTIAL VACANT LAND rwune d raw i n� s ca I� �i'��I l.J�" N O P RO P O S IE D C H A N G E S � USE:TOWN OF SOUTHOLD OWNER:EDWARD JAEGER OWNER:VIRGINIA ASIP OWNER;MARIE MCLAUGHLIN OWNER:RAYMOND R KRUK oweice WATERFRONT O DEVELaPMENT RIGHTS 8355 BRIDGE LANE 8255 BRIDGE LANE 89-10 85TFI ROAD /645 E3RIDGE LANE � CUTCHOGUE,NY 11935 CUTCHOGUE,NY 11935 WOODHAVEN,NYll4"21 CUTCHOGUE,NY71935 W (Y USE:1 FAMILY RESIDENTIAL USE:1 FAMILY RESIDENTIAL USE:1 FAMILY RESIDENTIAL USE:1 FAMILY RESIDENTIAL ; 0 ii i , , � � � 1.1 �I�E �� 1�1 � x W , , , � 6 z � � � � � PROPOSED WELL LOCATION SURVEY INFORMATION PROVIDED BY: ROOF&HARDSURFACE AREA- GRAVEL AREA,�ACCESS DRIVEWAYS�,RAINFALL PLANTING WFORMATION: � � I ' O � RAINFAL.L CALCULATIONS FOR DRYWELLS: CALCULATIONS FOR DRYWELLS: I � FOR DOMESTIC WATER-BUILDING � ' ��\ TOTAL AREA OF DISTURBANCE:SB,OOO SQ.FT. N � ONLY�-4�� PVC wE��CASING wITH PLANTING TYPE-1 - ► � �� - -- - a STAINLESS STEEL SCREEN &S7A-RITE I GRAVEL AREA: =z3 4OO S FT. � • _-------------------------- ----------------------------.------------- ------ ------------____ � N AT H AN TA FT CO RW I N I I I MAIN ROOF AREA: 145'x 66�=9,5�o sQ.FT. � Q� � � �� STAINLESS STEEL�.S HP PUMP 9,S�O SQ.FT.X.166 2��RAINFALL - 23,400 SQ.FT.X 0.166(2°RAINFALL�X O.E ILEX GLABRA�INKBERRY� � � Y ��\ GRASS AREA LAND SURVEYOR � } I I T 1) NEW DIRT FARM ROAD a �'�� NO IRRIGATION PROVIDED WELL-X TROL-WX�SO (RUNOFF COEFFICIENT�=2 330 CU.FT. -REQUIRED 36��-42�� ,5$$CU.FT.'REQUtRED ' PLANTED AT 3�O.C. � O �6'� m � STORAGE TANK-ZZO GALLON Z,33O CU.FT. �$SQ.FT. AREA OF 1O �DRYWELL = LOCATED AS SHOWN ON PLAN '�� T�� X �' ` ^' � � , k ', R ,� CA P AC I TY LO CAT E D I N B U I L D l N Ca rt�e surveyssdbdivistona - slte Plans - Construction�ayout � . T.�5 S Q.F .�A � � � � � � � B . ^ � _^�` � Q ^ � �� . k k k k�M , k PHONE(631 727-2090 Fax (631)727-1727 1 588 cu � T REA OF$ QS TICA OF WEL r-, �. _ F � � � � ------------- --------- . X � 30 VER L FEET DRY L REQUIRED � � -------------- ----------- �LjF I$�� -� -- --- � � ,� k �, � � k DRYWELL� =31.�VERTICAL FEET OF - � 'q/�/�1� �i X � � TRACTOR \ k �t k ,�, X . k h. k OFF7CE5 LOCATED AT MNLING ADDRESS � ��7�G � � Q \ k '� k ,k k�/�k k k 322 ROANOKE AVENUE P.O.Box 1931 DRYWELL REQUIRED PLANTING TYPE-2 � i � y�q� , \ � T U{Z N/-�fz0 U N� .p R�U�W��Y L P- \ ' . 1�� . , � k '� �, k k ac� k X k k X k , � RNERHEAD.New York 11901 Riverfiead.New York 11901-0965 � � F •. � Q: ' 1 �- � POLYETHY�E E �' k X k k �/X X k x _� X _'` k ;� k X 48�.0 TO PROPERTY LINE "'Y'�'�'Q'"°'60487 USE,�4-�H�Q�X$�DEEP DRYWELLS=�,600 ✓ ': USE�4�1O Q�X 8 DEEP DRYWELLS= ✓ . , � � R</ ,� k � k k� k k k ;'� k X k x k X R , W • • : AREA TYPICAL AT(4� 2 k :..�1 _ k_ ._ .., ; � N , k k k -r k X • ��k k X a - " ac ; . ..- .. , .; - ,. ..,.:-': .__ � 2 SOO CU.FT.-PROVIDED CORNUS KOUSA�KOUSA DOGWOOD� i I � F -r k k k k �{Z SSkARE X k k �r I k ,k k k k k k X k . . . . ••• : - � •• � � •• k VGA�fE�SER�i kE`L�NE �c k�/�� ,a� ar X x k k X x � MIAY.11.2007 UPOATE SURVEY _ CU.FT.=PROVIDED' '�'$�CA DI ETER � , k k �. -t- k k k k h � . ;�. .. . . � . � . LP-1.0��x 8 D E�F�VI•TH' ar X k�X �av k k ,� ' � k � �. � ,.,:.. '!; NOPY AM � . '•.. ..•.: .. :. ..; , �r � X ^ _ ' k k x �r � X � ' k k a. ar k ,� N_ � - . • ' ' � ' ''� k �r k � k a� k ar - . k X � .a� k k -�;. k X k k k X ��RRI ,`�X(�� ,a� k k CQNCR@{T k k � , .- .' • • T^�.••.•TRAF�IC BEARIWG DOME: k k k k k k k k � k k k . . . .. • . • k k k k �,, k X � k k � X i�.... ` . . k k k k��k k k k X k k � QUANTITY:5 . - k a� k k k � k k h. X k X k k k k rry � ' PITCH TO�GRATE'/ .� � �- x k k k k k k k ; ,� k k CANOPY ROOF AREA: 6OO SQ.FT. _ • •, •� . � .k k k k k k k k k k 'k k k k k k k � k k i�ET,�IN'tN.�V�A�L k 1 .� • "TYPICALALLSIDES.( �'COVER;CAS��T IRON�� k k k k � k k k k �c k k k k k a LOCATED AS SHOWN ON PLAN � ' ' ' . ' • k k X X X k k k k k k k k k k k x X k r'� • .• �, �' k k t' 'k k k k k X k SITE&BUILDING INFORMATION: �� . • . . k k k k � k X k k ,,� y k X k , k �, k k k k k s k k k X '•.- .. . . • ,. .`....�•'..`. ...'GRATE AT'G�RADE,:: , k k k k :� k k k k k �t k k � .� k k k 6��$Q.FT.X.166(2 RAINFALL�_ � � � . x��_�k ,� . k �r X k k k R-�JC?F ar h' .. • . ' . ' .�` : , �•.._ . . . .- k k +,A' ar k k k k ,k X k k =, k k k k k �-_._ .. � ,. .: . %� k ''� ,k . ' . '• • . ' X k k k k X y�, k � k k i �k . . . . . , . . `-��.. TY�EGEkL.AT��A-�,FOUR ' k � � k k k � k x X s RE UIRED x �Vk k x k k TOTAL LOT AREA=�,353,536 sQ.FT.= 31.0�ACRES ��CU.FT,- Q ` �1 $-i-. k ac . . . • . . • • ' k i� k k k k STOr�M,�(VA�'E� -ti . • . _ . .. �r • h' k h' ar �` k k k STANDARD NOTES: • .� k .� . k '�. k k k k a. k �I P-`�� • . .. • - " • • ' ' ' ' ' •r k /k .?� k k ,k k k k �� 5 k k k k � ar X k �� x OCJT INNIE�UT �� Y • • . . � • •CONCRET€RAM�P•.IDtOWN.TO -k x � �' k 'r k k �� '� � TOTAL GRAPE CROP AREA= $$7,8�5 SQ.FT.=2�.3$ .� •�51i7E',YARD SET.B/�CK. k x ��k-k-k ...�•� .� _ � .. � N:��GI�,V�L ,.�.�` .;' ' ' •ti �k k �� X k k � � � ��/ ' . . . .. � . . . . k x k , X k k y k k h, k k ,� ��CU.FT.�SO SQ.FT.�AREA OF$� .,. . .. - _ -- � . . � . .. ._ . k ,� x UE ' . . - � k �UN1P•TE�2 uJITH � � x � .. . i'- \:., . � ,� . _ . . .� qRIZIN�G.AREA ._ �. .. k k k X '� v ,k k k h �JNLY k x. ��;4,,,,r�'� . �:. GRA�/.EL DRIVEWA'.Y�.. : .�'�. k k k ;f� � h, k � h k X � k k k k k k ACRES � k � k k k �DRYWELL 2 VERTICAL FEET OF TURF SPECIFICATIONS ' �• .�.- '�'- • k '�-- � -� '� • k .• '� 'EL'E:�('(J.�-' ' - CONTACTTME ENGINEERING INSPECTpR��ES-1SCO� • �...,• . ` . . k k . •• • • • • . • k k �. k R �Fh � : • . ,� . . • . . •- . � .: k k kW�O��NCL �SURE� k k x k ,� i k TOTAL OPEN AREA=46S 6C1 S FT.=��.69 ACRES ) 7. FINE GRADING OF TOPSOIL ; :� - . • r y k k . � . . • � � k k Q k k k k k ' Q' Q AT LEAST 24 HOURS PRIOR TO START OF ANY WORK. ." �•..�' t ' . '�..k k k ' - ' S.�PA E•S.". '� . X x k � : . k � k :� .�.. k � � . . • . .. . . k k k k k k k k h, k k ,� k k DRYWELL RE UIRED �' � , ' . � h . . . _ . . k .. .�. k � � � . _ . . , _ THROUGHOUT PROPOSED TURF .. . -.�� . ._..�...- �:-: k _. ' . � .: . .:.�. �' � . '� : , " k _ .. ,, ,.�:. k':.: X:.:..;:�.:".. � .;::�.. �� " _ �' x k k k k k CROP COVERAGE PERCENTAGE 65%CROP / - . . !. k k T-�' ' "� � k k " ` k: -; '' :FLf,1' Nf.TY. � k � � �\.� � , . . . - . . kk k F�V�C UNIa�SkSCREE,�lEC�11�}TH k h' '� X ; � � WORK PERFORMED WITHOUT INSPECTION SHALL BE �. . . . . • k .k. = i , k k x � " ` `�__ � . , . . oX . _ . . � . • .: . : k k.,,.��,; :. :. ,� ..: X. � .. A-:'. _r.0 _�� . . :.,�.' � k k k � 'k k k x k k USE�1�$�X 4 DEEP DRYWELL=ZOO V ' � AREAS . ' , „ " ' k k �� k::.:-'k ,� :..:� �.k::' �'""' � . � k PL�aN fI�1C�T1��Ek1 k k COVERAGE CERTIFIED TO THE ENGINEER S SACTISFACTION AT . ' " �DRIV�INAY��P` � - . . . �0..-� �-_� � �.. � . . . . . . . ok k k x j..:k �- '::X , k .X � k . �� k �: i � ^ \ • : . '. - . � k k k x k X k k '� k k k h' k k kx k CU.FT.-Paovi�e� -TOPSOIL SHALL.BE MACHINE PLACED � •�� Q�� .' �TYP�ICAL AT: 4��•� '� ' � � �� . . • � . �. �_ . . . - � 1 k x X k k k � o�k �" k h k k �� x '. ' ,n/ ' � .. k � �` k k k kX k k k k kk k � k RC�O� k k k ,� EXISTING STRUCTURES=4,4z9 SQ.FT.�FOOTPRINT� � APPUCANT EXPENSE. IN A DRY STATE DURING DRY � a , . .. . CI GRATE , . • �'Y Y . • ' k k �}k k , k k k k �� ,. ' � '��..,. .��'��• ' ' � : ; _-.-- -"-'-;--__• - - . • ��._` . � ' . AREA WITH '�. . ' _ • . • k k k k k6 .O'� k k - S 0�1A�JATER� X � k . PROPOSED STRUCTURE=$,635 sQ.FT.�FOOTPRINT� WEATF-IER TO A THICKNESS OF 4 • �"� � �• � . • • �� --'��. � � - ' ' � � � `Q LOADING RAMP RAMP , _ k k �Y _ �, � X X k k LOADING DOCK RAMP: 92O SQ.FT. �� e � - - �-�' • � - � . • �• . � LOCATI.ON�•-.� : 6O.S _\�-$ CANOP I �-T-�' � �k k k PRO'f'�c EU k k TOTAL FOOTPRINT COVERAGE=�3 O64 SQ.FT. COORDINATE AND COMP�ETE ALL UTILITY .�'� THROUGHOUT PROPOSED TURF •.r-Q�•. . • 'i�RU•�I�' Y �o".� � . PET�H To� T�� : � �O�' ' P OF RAMP STORMWATER � �� • .• • ---- --� s k �/ k k k k k �N k k C�Ok fAtNMENff,� k k k r " - �Q•'• '.� - : /� -•• -• ��• �. ••' _- • TYPICALALLSI�E �'1 � LF,,VATION -6O.0 PITCH ONTAINMEN t�EP • - : k , x X �"�- k ,, k� '� L ��I�Y k k I k PROPOSED STRUCTURE TOTAL AREA WITH 92O SQ.FT.X.166(2 RAINFALL�- RELOCATIONS, ALL BUILDING UTILITIES SHAI.L BE AREAS. ':�� ' . �!�TURt�IAROUNE3._-N. `� -_ . _= ,' . � � ,., � . . . - . . , . . . . �� .�� •/ ' • ' '.;1 �/^ � �` k k k k �k � k k k k k MEZZANINE= �S3 CU.FT.'REQUIRED INSTALLED BELOW GRADE, PROVIDE APPROIATE ,. � . � . � , �• � ' . _�.i,_�_ I -, k k k k �LPk8�j k k -TOPSOIL SHALL BE MACHWE . . . �!' --•_' . . ` '/ . . -�- ��- '-7�'_-- n- � k k � ' '''' �" . ' '•A�,2f�C�'• •'-- ;-�� - , . ... � . . . . : Q�ZI�VE�/1fAY�LP� '. '- ❑ -Z ❑ �LT ELE:CZ.O . .. .. . . � -� k h DEE�P�k k k k x , RISERS AT UTILITY POLES �� - ' : i � . .• �• � . , - . � � , Y k k . 9 635 sQ. FT. GRADED TO WITHIN� OF PROPOSED '_•. ' � . ' � • ..,.. . ,�0;O,i. •..: . :••� . • � . ! ��. � TYP k ��.%� h' k k k X ' !!.. . i�. ` i `�� _r . .T�YPICAt�AT._ . � � , � � � �- � RC�OF k k � k k k � TOTAL AREA OF ALL BUILDING SQ.FT.=14,064 I Q• � � " GRADE USING SKID STEER LOADER OR � ' /.''• .' '��. - . -i • t' ' 1 ' � �r ��f{ k � � � a ac k k k �52..7 CU.FT. SO S FT. AREA OF g �.�� • . � .: ' • - 4� k P F 2��O 5 E ��- ��- `�'� �� '�� '' � � k k k k k k k k � T H I S S I T E I S D E S I G N E D A N D A P P R O V E D F O R � - DOZER WITH 6-WAY BLADE. . . � : . ` �/ � • -'�': ho . . . . ._ , . � � ' .�.T k � ��t�_,, 6-°- - - - - - -- - - - - - - - - - - - _ � h k ,� k k �, '� k k k k '� SQ.FT. � DRYWELL 3 VERTICAL FEET OF '� �'��".. '� � � '� k �` ;T=1��' �_ �� : � � � .. �. � . •k 1� kT, k ' ' � � `�Y� �Y� �'"� �� '� ii i � k k x k k k k k k x k '` h k �INCLUDES ALL BUILDINGS ON PROPERTY� DRYWELL REQUIRED LY,AN -TOPSOIL SHALL BE HANp RAKED . � . : . WINE-MAKING ON D SHALL NOT BE OPEN TO . � ..,! .._ „ .. . . : . k k . � .. . • : . E� .. - �[ .g� k k �.._._._._.T._._._._._._._._._._.�._._._._._._._._._._._._._. I_�._._.�._.� � • k k k k k k k k k . o THE PUBLIC FOR ANY REASON INCLUDING EVENTS, �� uv�R� u��. � _ . � / � . ,. � ,x k � .� - . •. . ..• ''. � • ' ' � ' . :. � �k k; �� i k k � k a� k k LOT COVERAGE PERCENTAGE=O.9/o LOT COVERAGE 200 / WINE TASTING AND TAIL SAL�S W�TH MIN.�6 WIDE GRADING RAKES . : � ..:. . � x k � �� .• . • �.• ..� . .ARKIN� REA.. . . ., .- •:�p�kEp/ kk k _ r ( PROPOSED�UILDING $,635+/- ;; � 4 k '� k k�` k X x �, k k X'` k k k k k� k USE(1�8��/ X 4� DEEP DRYWELL- V - RE . /� - R E M O V I N G H I G H A N D L O W P O I N T S I N /. '�. k 'P� Q • � � . ��S�S P A C S . �-� k s e• _ -,_ _-_.- •-� :n.- 1 1 i � � k k ,'� k k k '� k k k CU.FT.-PROVIDED � / / ,. ' . k k ''� hQ cV- .' • '' • ' _ . . , . • R�OF� k k .k 3� ./:__^ ,!m_ '_� /_'_� .�- 11 I - •- •- -._._:.a._._. _ _._ k k k � X k x k A NG TO PRODUCE , @ Y � � I k k THE MACHINE GR DI 'i'! • l • ' k '� `�'k ' • • • ' - ' ' • ' • k k k k - �° � -0" � u �:c:=:_:_: �� -�-• � X k X k k k k k k k ' A FWE SMOOTH GRADE WHERE THERE . .:. • .. _ •.- . . .. . �$ZA��.Q�aE � ' . •. . k k • . . ' �' . ' k � i s `3 a � � . ��:_:r:_r_.__:� k k k ar k ac � • j • �_Q„• •. .k ,� k k k . . , . , . . . _ , . LEk6�.0^ '� � � k k X k X k k xX k k ARE NO AREAS THAT HOLD WATER k �� I � ,. k � SITE LIGHTING INFORMATION: . �. �.- . '' : OF CROP LINE- �� ' '` i� k k ' k � x ; " �-J-_� k k k k k k k CALCULATIONS FOR I .. . . k k k 't �� k � k �r ,k k k ,f h ,_ , , ' � �� ! - -{- = k k ,� k k ,� PROCESS WASTE SYSTEMS OF-2&OF-3 : ��Q��T.-^,�� - C� •.( , • �.. k k k k ,� k k k � k k k k k k k k �� '� �'� - �-n-� F.F. 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X7B.8 � {� 'fINEH �MM' - �' � -33 % '�' '%//:!/, 855 X i I� �` / . �� x �i-r,%��;'i%:, ,.;i;�%;'%%'S!%%;� %'%%;%��' , ,3,490 SQ.FT.SINGLE STORY �OO SQ.FT.SINGLE STORV • � � - � � %� ,i,r';;',;�;;��/�l,i,/��;i/;%;',;%!;j;;Cs'Si.?�%.-�-_�_ x F^' a � � � ,,, ,. ,,; , ,,, „i,,,,. � �� NO WATER OR SANITARY NO WATER OR SANITARY � SCTMN:�000-A4d.4 ' ' " ' ' '' X e6.7 SQMN:1000-72-1-1.6 SCTM#:1000-73-1-7 FRAMf OWEtCG 7 � ZONE:A-C ZONE:A-C �! I iMME DWELL'G ZONE:R-HO I, Q ipAME I FRAMEOWELI'G � � � OWNER:LIEB VINEYARD,LLC weu�c OWNER:THOMASANDLAURAKENNEDY OWNER:BRIDGELANE,LP �i Q 149900REGONROAD SCTMN:1000-84-131.1 � SCTM$:1000-84-1-4.6 SGTMS:1000-84-1-6] SCTM#:1000-84-1-6.2 261 DOGWOOD LANE �+ q 1200 N.FEDERAL HIGHWAY O P.O.BOX 907 MANHASSET,NY 10030 q,�� " RI BOCA RATON,FLA.33432-2803 � � CUTCHOGUE,NY17935 ZONE:A-C ZONE:A-C ZONE:A-C ZONE:A-C �s ��.�•�� w EXISTING SERVICE AREA- ��ME USE:7 FAMILV RESIDENTIAL/ -• -�-��-��-�� --�-•��•� �� ••��--�--��-�-.-_..." ,•.. ..-.-......,-.."'.` ' USE:RESIDENTIAL VACANT LAND ,z USE:TOWN OF SOUTHOLD OWNER:EDWARD JAEGER OWNER:VIRGINIA ASIP OWNER:MARIE MCLAUGHLIN OWNER:RAYMOND R.KRUK oweu•� WATERFRONT ��`��E�^4� C�("�� '��{,-'�{��° NO PROPOSED CHANGES Q DEVELOPMENTRIGHTS 8355BRIDGELANE 8255BRIDGELANE 89-1O65THROAD 7645BRIDGELANE � NTCHOGUE,NY77935 NTCHOGUE,NV11935 WOODHAVEN,NY11421 CUTCHOGUE,NV11935 W � USE:1 FAMILY RESIDENTIAL USE:1 FAMILY RESIDENTIAL USE:1 fAMILY RESIDENTIAL USE:1 FAMILY RESIDENTIAL � � � � 61.1 X � ' S�TE QATA _ ii i - � � � X61.1 � � Z W I j j � J SURVEY INFORMATION PROVIDED BY: ROOF&HARDSURFACE AREA- GRAVEL AREA,�ACCE55 DRIVEWAYS�, � � � ' O � RAINFALL CALCULATIONS FOR DRYWELLS: RAINFALL CALCULATIONS FOR DRYWELLS: I � � TOTAL AREA OF DISTURBANCE:SH,OOO SQ.FT. �� a I j \�� ,' r � MAIN ROOF AREA: �45'x 66� =9,5��SQ.FT. GRAVEL AREA: =23,400 SQ.FT. - � � �\_ ________________r________ _________-____ a PROPOSED WELL LOCATION N A T H A N T A F T C O R W I N I I I -------------------------- -------------------------- I � Y `\```\ . OFNLY�4 PVC WELL CASING W TH LAND SURVEYOR 9,570 sQ.Fr.x.166 2�� RAINFALL =1,588 CU.FT.-REQUIRED 23,400 SQ.FT.X 0.166(2°RAINFALL�X O.6�RUNOFF � � �� GRA55 AREA �� ( ) COEFFICIENT�= 2,330 CU.FT.'REQUIRED � I N E W D I R T F A R M R O A D .�'� v � N O I R R I G A T I O N i i Tp TO 11Z6X ,-' m �� STAINLESS STEEL SCREEN&STA-RITE �,S g H CU.FT.�S O SQ.FT.DAREA OF H�Q�DRYWELL�= DRYWE �_ - - � - - - - - - ` STAINLESS STEEL�.S HP PUMP �'S��"'�'-�'�j�'�a - �� - �� 3L�VERTICAL FEET OF RYWELL REQU RED 2,330 CU.FT.��HSQ.FT. �AREA OF�O�Q� LL � �MF jg�- e�� ---------------------- --------�" PROVIDED WELL-X T � � 3O VERTICAL FEET OF DRYWELL RE UIRED ---------------------==- � \\ �' k x k '` k PHONE (631 727-2090 fax 631)727-1727 � q 4' `�� TRACTOR � n k '` x � k � � � x � Ro�-WX350 Q i �� ti x \�� a TURNAROUND \ � � k k X kk �,k k-� � -� x STORAGE TANK-220 GALLON o�s corwrm�r �c,wnr�ss G � \ ,k. .� k � k k x 322 ROANOKE AVENUE P.O. eox 1931 USE�4�8��X 8� DEEP DRYWELLS=��GOO CU.FT.'PROVIDED✓ j r �ATFR�� ,�, ' � ' -� �,.-'�' ,� ' x ` " � � ,�- \� Q AREA DRIVEWAY LP- ; �� POLYETHYLkEI�E x k k k k k �k�� k� � �' x r x CAPACITY LOCATED IN BUILDING. Rnm�EAD.New York 11901 rt�rneod.�Y�1901-0985 USE�4�10��X 8� DEEP DRVWELLS=2��00 CU.FT.'PROVIDED✓ � � w TYPICAL AT�4� .Y � a- k �'k � � k I I �F �\k x x � =s - �" k h � ti �. y. ��` � .� � , �� k WA�E�SERVICE�L�jJE '� k� x k k '� .� � x �. + NOPY ROOF AREA: 6OO SQ.FT. -� � z' � �� RkAS�A�EA� 'x '� � k � r �,L ,�� _ �� LfP-l.b'��X 8 DEEP�UITH h x� k k : CA _ >, t ., ' ` �i s k �- � � (V . �. � . . . x '�' '� � k k� k k k �, k .� x � dAY 11. 2007 UPDATE SURVEY ' a �� '� ,,. "� � �� ,� '� k � -� �, � k � x y f�I`O,,�RR�G+'�'T��N�' k .� •� `'�C�NCRE�TF� �' Y '� k �T � � ��. ;f'FRAF�)C BEARINGDOME: -� k k �` x � j,� '� x k k k �- k k x 487.0 TO PROPERTY LINE 600 sQ.FT.x.166(2°RAINFALL� _�OO CU.FT.' REQUIRED � ' ." ' "" � ' � � �.". ..\ ' a- .�. k aC h. �k _-- .. . . . . ' �.'YX �� Y y.l� '� t� �. �'� �� ` k� k �` }r k �'�' � kX x k k�^ Y ��'Y. � .� �k. ..�� s '��a, R�€T�AIfV�N.�U�ALL � Y �.. : :�7YPCALAOL so sEi�.. �`1. ��.COVER�CA$T('R�N�.:� k � ,t, � �N k h h,� � k hx k � k k xk h k k kx x �� ' k � ,� � __ � � � x � ,�. �• k ,k � K e� .}• ' z' k x �` � � .Y � �' �.:�GR¢iE A1'�GRAD€ k x k � � h x x � y � .�, �. x � ��CU.FT.�SO SQ.FT.�AREA OF 8 � DRYWELL�_ �.,... , ` � , . ��f ,:. . x k x k ANDARD NOTES: .. � x� �� '' . _._..---'.- . ' k' • r � ;� , . . . . - ____ '. - '..� ..'.-.. . ''.. . , � . .. . � k' , k . �,:. k � _ �� -Y ��: ST - -- �n = - . ❑ Y � �. ..�'. ' � . ` . � : . . . .:. . �..�-- . '� „�h hb�;� F �r �" k �OF '` �'�� `,� .. .��":;TYPICF4C.AT�4j.FOUR ' k k, "k,�jkY Yk xk '�' ,�.�kx kk�k h' �,� � k�kk ''� x h�kxk '�k,�.k � k k REQUIR ,,..,. .` : FEET OF DRYWELL ED - _ ... . . x - 1�.�8'+. :r � r . - - 3107 = - 65156 . . - Z VERTICAL - ,:-� - - •- • INEERING INSPECTO - T ^ k . �- .y S1kOR A�`E . I` x -�__,_•__ _.k '_`�! �,- . ., . . k . . . .�. . _ � �., ... . .�. . � . �" � k �W � a �� ' � k %k k x x k k x x h �" � x �' � �` '� TOTAL LOT AREA 1353 536 sQ.FT ACRES USE��$�Q�X 4� DEEP DRYWELL 2��CU.FT. PROVIDED . . � �k - �-.�-..__. ._..--___---. .-F�FEVttTaR.V.EL ... � � �, , �. � � � f�T/�1NF� . � . ON�CRET€RAAkP,DOWN TO. X -.� � h k k � k k # � x x � k x k � r Y � k � , - 5 S .FT.=ZO.38 ACRES � CO EaT �� d � C CONTACT THE ENG R(7 O�A . 51nE�YARD SETBaCK. x r � `°' x �� s ° c�NLkY k ��,�E7' �I �:. GaA1VEL DRIVEWAY.. , x Ulc)1P�TE�14/1T�H k k�' k � �, � .� ,� k TOTAL GRAPE CROP AREA- 887,H7 Q LEAST 24 HOURS PRIOR TO START OF ANY WORK.WORK :. . . %. .:., .,. . y } � ' ._ . ARRING. REA . .. � .� k x � : � • / k kk k W(�dfl�NC�LQSIJ}�E�, k .k X k k �` k k �' TOTAL OPEN AREA=465,661 SQ.FT.=10.69 ACRES ' �� x k k ' � k �.� � E�-E'"�'� / w. x '` .� k k PERFORMED WITHOUT INSPECTION SHALL BE CERTIFIED � � t k CROP COVERAGE PERCENTAGE=6S/o CROP COVERAGE TO THE ENGINEER�S SACTISFACTION AT APPLICANT • i i � � S.�PA ES � �; •�' � •� ' x � � ` x �' � k k x '` k � �' k k o LOADING DOCK RAMP: 92�SQ.FT. . . . . . �_� �� i . �..k k �, . . .. . ,� .ti � � � .. ��- t . � . i . x �. k x k k k k k '•" k 4 . �...- ,� k . � � , � .� k � � � � i . . � x F�V C L�NI�S WI'PH ED��x k x k � x �� , �.. . . �, T-1. � � � . k x " x , �. a �. x . .�f��. ,� � x �` k "�" � � k '" .� x � � k � - 920 sQ.FT.x.166(2 RAINFALL�_�S3 CU.FT.-REQUIRED `� ` ��-= ' � °�- � `' `s " ' x � '� s � �� 'r'�' --'k �-� �• � k � GRE�NIMG k k k k x k .� � x EXISTiNG STRUCTURES=4,429 SQ.FT.(FOOTPRINT� EXPENSE. . • �DRIVEINAY�P` . .- . _ _ - _ .� ' � 35 ( ) 152 7 /50 ( 8 �'d )- �0�.��". � k �'^ x b �" "i Y � k' ,k� h, h. � ,�. � \'� \ ' .� "k .+t k ,h. �4. k ^k' k k k k � � Q b � � � � '� x � �' � *' '� k ' � �� p/ ,; , � �,. .,•. x k � k x .� k k k '� '` x RcYO � � � k � PROPOSED STRUCTURE=H,6 S.Q.FT. FOOTPRINT . CU.FT. SQ.FT. AREA OF DRYWELL - c W TYPICAL AT.. 4 .. ,.. ,. . y ,� k .t k � .�. � 9 �� •� � � ._ _ CI GRATE . �yY ` � �' ;r � k x x OOTPRINT COVERAGE=13 O64 SQ.FT. 3 VERTICAL FEET OF DRYWELL REQUIRED COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS, x c� � • - � ITH '�. . � . . xG�.O''" 5 OR�AI�NAT�R � / ` '. �` k TOTAL F o � . . , -- o � .o RAMP - AREA `� x k k �' � k -� k TR CTURE TOTAL AREA WITH MEZZANINE= ti Q . . .. � :60.5 LOADING RAMP 8 �-�. �. k k k PRpfi E[� �' h , , ALL BUILDING UTILITIES SHALL BE INSTALLED BELOW `. ..� _ ` ANO U � �,Z�� . , .. - � . �� P4TCy TOG �TE�� - ' 'Q:' �� LOCATI.ON��'��. '� STORMWATE� �� P , �� _. .>�_ • ,,� � �' X��,x k k k ��, k C��1MEP�T�, x � PROPOSED S USE��8�X 4 DEEP DRYWELL=ZOO CU.FT.'PROVIDED V u ��. .. . � ''TRUCIC� � i `�, h P OF RAMP � • ,� k x k x -r �' .� (� GRADE, PROVIDE APPROIATE RISERS AT UTILITY POLES ... . � � � ' ,/_ y : ;�. �� -� � - �� TYPICAL�ALL51�E �� ' LF�VATIVN =60., PITCH�' ONTAINMEN �P� i ��/ � h. k k ,t,�_ (� k 7�635 sQ.FT. a � :TURNAROUAlE3�.. -ry. � �;` �;. � . , .. . . �-��I I' � ..N " . /,\ �_��a` h, ��k k *_�Ph.B k!� x h' � � k k TOTAL AREA OF ALL BUILDING SQ. FT.=14,�64 SQ.FT. ' � � � AREA � . ' o " �T ELE:e � �� _ kI � k �` �- - THIS 5►TE IS DESIGNED AND APPROVED FOR X �'k�E�/� k �' ,� # � LL BUILDINGS ON PROPERTY� :`.. - , ; , ,_ ,�. ., . . . • .y x� K3.(,� TS� � k kkx k x ��k X�� o - T THE DRI ` ' ' TO :0. �YP�A�AT C P � ,- �'� Pk OOF .r � � - WINE MAKING ONLY,AND SHALL NOT BE OPEN O . - . . . . , . :, ..�. . � � �__� . �.: .- k ��- k k k k x s� LOT COVERAGE PERCENTAGE-O.9/o LOT COVERAGE 2 .. � o - . � . . ,�Pl� '� ' � . , �- � k k " k �, k Y k x �' ,� x REASON INCLUDING EVENTS AND -" � O�O�f x PUBLIC FOR ANY � �o� . : l.T � � -�-`, ; � :�_. '9-�, ,�-' •,. ' � '�_ .. ii � � k x k k '` x k � '� ,r � � x k WINE-TASTING. (j �fJ � ' '�" > T`�'��. ' � . . i,�: k `�' . 11 � k N k k k 'k D � � � IJ LI � E1N G R VE� � r i � ! . x �' � �- k �. � t�-8 ��. �: f•-•-•-•-•r•-�-•-•-•-•-•-•-•-•-•r-•-•-•-•-•-•-•-•-•-•-•-._..�._._.�._. `� x ,� x k k k � � '� .q-� �' � .' ' .ARKING RE'A. : `�' "` � PROPOSED�UILDING H 63S+ �� y h' �` .y x '� ,� '`� k �r k SITE LIGHTING INFORMATION: � .. . . � �, n . .. . . . ��DE�E� k' � =c _ =c = __- � � II I, 1 � �,t. x k �' k x k � k' k I� �` _ _ I . � ��A� ,S`SPAC S , . R�O� ` rt � e: :- 'i�:' ii � - •- - -._.��._._. ._ _._ '� x k k k � .� k N � x x '� x �`T Q �j A I . .. ,� ,� , .7 �.. ' � ' . .� , � ',' �' ' k x � � k � .. . .,. Y .';' �,, ' ._ ,. , , k �. � .s: - '-�-. . -- -. �d°- - , i c:o:=:c:_: 'I o._I:=:c:_: k k ai' �k k '�' x' -Y � a+' x "'+' � � O l, f � v [0�`t . _ _ _ � LT-�: ARCHITECTURAL AREA LIGHTING-MITRE-M4 ESTABLISHED EDGE . y ..;; � - x '� k � x -� ; ' . „ ... �` � . . . ,.. �. �� . � � BOLLARD- FULL CUTOFF UNIT WITH ZC)WATT 4 PIN � .� . . � �E,�6�. ; � � x �- OF CROP LINE- � . :. .: 5`=� � .�- a. x .. � ; . . � ��_, u i ! � T=� k 't' `` x k �' x i ' . k 4 � � �+ �• ,�. �- � �` h ; i; ! k "� x k '4' �k .� �` � . COMPACT FLOURESCENT LAMP. Sauthold fown . � 3" � " �� .�- � .� x N .� ' ! i � k .�. x x .� h CALCULATIONS FOR PROTECT ALL I � ;. - kI ` '` .�- -� :,. � • r _ . F.F. EL�62.�' � �= k k a- k �. k k CALCULATfONS FOR SANfTARY SYSTEM�OF��: _ PleMiflg BDBYd EXISTING CROP i ; O � t�� ,k � ,� �' ,� t,h � b, � k #� �f �T�PSA�Ef�TI�Yk k c. . __• _ • __ i � __ ii I � � INE STORAGE �� i x�� .kk� k �� k ��k�` k k'` x ��k�' k LT-2: ARCHITECTURAL AREA LIGHTING -MITRE-M3 PROCESS WASTE SYSTEMS�OF 2&OF 3�: ' .� � � �WINE MAKI G � ° i I �N .� FIELDS i� � E E C S ❑ .�__ •�._._._, ii ,j �, x 'k k � 'k k � �- �FULL CUTOFF�WALL UNIT WITH 2(WATT4 PIN I �' ' , , LT= �-•-�.-•- y-•-•-•-•-�-•-• r•-•-•-r•;s•-•-•-•-•��'-•- �,'-' I �,_,_, .k. k ,� .�r �' k, � �k� GENERAL INDUSTRIAL LOAD:0.04 GPD�SF TYPICAL WINE INDUSTRY HISTORICAL WATER USE DATA � � . �j A P N R I L N 6 f (: � � r f �j t•-•;r-•=•-•-•-•z-•-•-•-•-t•-•-•-•-:�._. . -•-•�-•- ra G ,; x � �, x x k r, x I '�. .' :.. � ' � ., ' � �, �q an �•�•��•�•1,`� f' �-f f f f f � ,� # � � x k k � ,� x k � COMPACT FLOURESCENT LAMP. PROPOSED BUILDING MAIN LEVEL=H,E)3S SQ.FT. � ��--! I _ . . 4, ,� �. . � � b i . i - i � i � k _ WINERY PRODUCTION @ 6,000 CASES�YEAR PROPOSED WINERY FOR u. � ,- � �� , II I � � �� . �� k Y 'k Y -� k x h I ! b b b b b �. k k � .� � x � : ' X 2.3$GAL.PER CASE =14 ZHO WINE GALLON k � '� q x- � � k � k � x 8 635SF X 0.04 GPD�SF-34S GPD � k '�la� k � L�-1 i ' ii k B&L PROPERTY i I . � . �. �� k. ,� x ,,. O � • ---, � i •i i STkA�NE�Z k � x x x � x x x LT-3: ARCHITECTURAL AREA LIGHTING- UCS�FULLY ' o�1,�. �. � x x Y/%�:�� •� �. ��, _ i i � �� •Y x k � -� PROPOSED MEZZANINE SECOND LEyEL,STORAGE 8850 BRIDGE LANE � ' � , ' � ' . . .. � � 1 �k v �� :.i le:=:=:J:_=:=:�:o � �k `k � =r k � X . ..'. ' LP 8� `"` ,I . : i ', . k u � a `� , Lr x � x ,� T LIGHT WITH 42 WATT 4 PIN - O SQ.FT.- NO ADDITIONAL LOAD PER ANNUAL WATER USE AT ZS GAL PER CASE CUTCHOGUE�NEW YORK 1�935 b - --- . �� x }. k x SHIELDED PENDAN � �- / k 1 � ` 1 � - .k k�k k .k� � •k': � r � � �g p� � x � � b i k �' � k x 50 6 000 cases=150 000�A�.PER YEAR .. __ . . ... . � : . . . . .. ..'. �. . �, � b b j ,tr ,y. k� k r i � �' I � �� k k � k k k o hk y � x x COMPACT FLOURESCENT LAMP. MEMORANDUM ZZ � � k. �. � � � � % � ,,., s.c.T.nn. #1000-73-02-04 � PRE-C,A57.CONCR T � � � a � °" x R�O� � k x h� i: r I�� - - .. . . �. .� . , � � � � 4 �r�k k � �. i.�;,,; f�,_. j n�:.��. ` �k � ,, x R MAX.MONTH.0.�2 X 150,�0� � � � � �•� 61A h � � �! p�ppp5 Q�-8 5�'O,�MVGP�E -ti x x �` PROPOSED MEZZANINE SECOND LEVEL, NON MEDICAL ATER USE FO P'AVERS=�HARD.SUR�ACE . � � � � ;. x �AP-FA = , . i � , � .� � k , � . � , �. ' �,t, � �� --�-- � k � ,� � � a 18 000 GAL I AT I-tANbI-CAP PARICING • '. �� , �� '�' h � `._"_ ,, r n�� k x ti x � 1�'D`�E� CkOWTAINfeIE�VT k k OFFICE= SOO SQ.FT. x. � _� ti ,. -�.- � I -t �* " .� x � � N k k k k C-DAY WORK MONTH DAILY MAX. FLOW I . .. : " ' ° �-�'=`y'. RA RA�- k+ x PARKING CALCULATIONS: � �• , , SPAGE . J x � �" •`' Y� :"1�� k h a ` � -�F � �� °• � .� �: j ,�� _ I k� '` x P�20P'Oc�D� x � � �` x �'`=r OWL -T1i'PI�AL r ,ti k SOO SF X 0.06 GPD�SF=30 GPD _ L FOR 2 � NEW,-GRAVEL �. � k 5�C�3N�Af�Y, �'; �e � k k -Y � h` � �' .} � �' �: :,`, x '� y g k' ,� .}- k } �t- '� ,p � h, k k k k � k .N ' � �8,000/26- 693�a�/�av .. . . . . k Ir <f.. z �.,;:w E k ar � k .�� -R' �, -�' �, .,k k Q Q � . . .t ��-h-.�-�--t-s,Y • •� .r.� } '� k .a. Y;:� � kl � C�f�CRLTF�.STE�PSt� C'P-�O k k k �. _k,k �, k � x x ' � x � x ,� J�V SS FLOOR AREA: =3�49 . AL PROPERTY LOAD=693GPD .� ti ��k€�'6,Q � . � I�JLdfN � x GRO EXISTING BARN O SQ.FT ✓ � ... .... . __\ �. l} , R • : k � k �R(#PC,�SE i�� .� s j I� RAT� k k BA�EME T N .k +,� , x12�0�G LCj`Nx .� $�3.5 �4 140 � �1p.,E t;R�JU�V[� �I E R�N .+,� TOT i ° / . G.SP;4LE � n k � �` � '# k b /k� '' .�Y �" �' � �" � a� a�T� N7'�R1lkDOOFh- `�" '" /x �'+` + '� k '� k WINE MAKING: S 4SO SQ.FT. 3 490sF x 0. GPD SF= GPD o i .- F �- E�ECTRI�.�. �r;1(�0�c�AL Y "'� � y �' �� =, ,,�. ,,� •;`A: �' ' H�AC Uf��IT�WI fFk � - �� x -� � x k k k;� �� F k � � k . SIDE YARD ' , � �S/o OF LOAD AT OUTFALL-2=SZOGPD .... . I .PITCH�70�GR'ATE� I �. � . ... �# , ,�'�•e UN�ERGRl�1U �° ; � •�� k ks` zki':..:.,:�.:,:.::V;-a��,..��''��'�x � � �� y �b� k 'k � � � k k k k h' � / k N 5 PTI`C�AN�C k a- k �' k SETBACK WINESTORAGE:4,175sQ.FT. L�3� M A .;- k r '4' ,k 'T' ,�. k .�- ,�' � �� (5+1 +i.c.)- � �, ��zvt�Ex �. x � �. � -��' i ' , >r �,1 ;y�,.-.;.j %�,y.,.;:,.,-,s� ��E'SCREENII�G,� (r .r� I k>. k, � x � ,� -r � � r .M � y ki, -�' /$'��[�'LIQ'L11Q k x �' ' .k EXISTING GARAGE=$39 SQ.FT. ZS%OF LOAD AT OUTFALL-3=1�3GPD DRAWING DATE ' TVPICAL'ALLSIDES .' .�\ . . . �. .... .. �� k � k h' .Y PId:�P�AN�fTL�NK �;�:�� k i� '�' '�� ,C � -.7"- � � . 4„ k ,. .y� �R' 'Y �. 'k k k `� ,k k' �„� 'k �� k k �, 'C �, .}� � Y ,t- � -t' h I � .�. , . - ,;. �� FCEI�ER'S .� � ; , - - '` {.��,� �` � t� � X �' � xR�E �: 1 Of'� LL'C7�k �' �' � k�� '` x� hD PTI� x '� � � WINE MAKING:S4SO SQ.FT.�� PARKING SPACE PER I DRfVEVC/AY LP= �. . 'r , � ,�;. �5 �� }.��.-�'� �� .:;1`fx �j .� � � k ��GALL'�N t. ? ;, I"`` k/�k k h ,� � � x � x /� � k � .� �x ,�, h x � �' �. x H39SF X 0.04 GPD�SF=34 GPD 11 MAY 2009 .�.�.� �....� �j.a� � 4, k �� .,;� ��d`� 'f 4,' y' ' � x 'f " .Y 'r '' h. / k k '�' h k k k k' k '� k � �IJ -' 4 ��` '=?r � '�" '�' L OL�SY , t � �, ,�SEF�,TI TA�VK�. r �R�� .y x� ��--�SEF�TIG•TA�VI4� x k k` �_��k x , x � � x t �• x ; SOO SQ.FT.OF G.F.A.�LIGHT INDUSTRIAL USE� _ SEPTIC TANKS-�USE OUTFALL-2 FOR DESIGN CRITERIA� I .T.YPI�AL RT�{4� . . O � ^` ,,., ��, x �-.� GT� C k � x ; y 3 k � ; x � �k .� � � k x �i k�'�� N ,� k x k k x k EXISTING SHED-��SQ.FT. � . � =� v k�- TRAN Y, �� x'� .a� � IT�i �� /'''-��' } � Y/ti,---�'� �,(8`°��X 4�`Llf2Ul��EPt,TH�,�!-� �, � a.�l�--Y�� k��'�(��L��2�D�E�T� � /x lY��k k `,x k ,� k x k ' x k =�� PARKING SPACES TOTAL LOAD=52�GPD ISSUE DATE � 30�`0";. . �. 2 ,,-0„_ �. ,�" �, �' FORME � k- k :�'� � x H � q. � x ��k. ``c�,-�k � , �` k Qs � � h , � [ �k x � x ,x 'k x � k k x � � k � x x� k k� � x k k xGR�4SiS A�E�� k ,, � IOOSF X 0.04 GPD�SF=4 GPD SZO GPD X 2 DAYS =1,040 GALLON SEPTIC TANK MIN. 22�uNe 2009 I ,. �. � ,� x � , � Ef�C�OS�UR� ,� � r � y � � .� ;--`i�_�X�AJVSIbN� '` �r,k{' '� � / � k k '�-'�X�AN"Sl�f�, k x', � k k i x �k k k x x �' ,,,FVVOIR�tIGA�#O�I WINE SORAGE: 4,��SSQ.FT.�� PARKING SPACE PER 2ISEPTEMBERZOO9-FORPERMITANDBID i I ' .. ' . . . . . . . � Y s• k h' a,• k' '� � . � .k � � k ' k ' k h .4 X �` /.y k \, o h' , k �/ I PRIM,4RY�L�CI`RIC,4L � b �" '�L�C. RI�;A.{� -r '` t �" x �- ��t? r k '� � �' x � x ,� .� � k a- ---�'� ,k k x k � +� '� TOTAL PROPERTY LOAD=S53 GPD -a � � L�,4 HIf�G. O�L�� LEFcCHIN� P O�: .� ,i k � a__. �'�' u L�A H1�1GapOctiSLk `, k ,� x k k '�' x � �. � x �OOO SQ.FT.OF G.F.A.�WAREHOUSE USE� V USE�1�1200 GAL.SEPTIC TANK AT OUTFALL-2 j SERt/ICE_F�EDER CABL�" ''�_ ' � '` � '. �' x '� �` 'P .r �r �° .b. y `--- �. .�. � k � a` � sr..._..k .k___"'.' k • LT � k, .� ,� .�- TI�ANSFOf� R� k x � x r� � .t, .� x k x � � ,�..,..__ x � •� k x � Q= � �O�,X lz�� .,a�_ _ ?: � ''� 1��X�2� x k '� .� -� k �0.��1� k x k k �EX�A�15��Nx � k k �, =S PARKING SPACES USE 1 1200 GAL.SEPTIC TANK AT OUTFALL-3 � ... � �:_, ... 'I ��--�-- � �`�-'fx --k �-'� o��-{'x��`� � � �� t- � x �� h �� ,�, n '� y � ' _ _�..�.,� ".Y � E'�fF�CT�LkD PT�i �� ..y= �xw a;_�__x ,�kkr..k k # k k `�F.�EC�'IVff EP�H � '` x � k x `}' ,� k �' k �'�' x x SEPTIC TANK � �F�E TIV'E EP�'H� � - �-- �`- - � - - - TOTAL=16 PARKING SPACES-REQuiReo aN�PRovi�eo✓ I �d LT-� _ PROPOSED PROCE55 TOTAL LOAD=$S3 GPD LS-�USE - ERIA� REVISION DATE LEACHING POO OUTFALL 2 FOR DESIGN CRIT I .. 11 : WASTE SYSTEM ARE H C PER N Y S C SS3 GPD X 2 DAYS=1,106 GALLON SEPTIC TANK MIN. $2O G -347 SF OF L CHING z0 MARCH 2009 � . ... �� TYP�2� SANITARY PROPOSED PROCESS �15+ . . . . . ODE� PD�1.5 GAL�SF�DAY- . 2 arRi�2009 I .� i I Y _... _ _._. _. __. POOL SIDEWALL SURFACE AREA REQUIREDEA 4nnav2009 •. " SYSTEM AREA WASTE SYSTEM AREA I iI UNDERGROUND v ` � � 1 '� ` -� `� -314 Q T PER -.. � i� TELEPHONE AND W y� • • - N OF SOUTHOLD CHANGE_ USE GAL.SEPTIC TANK - -- --- THIS SITE IS DESIGNED}kND PARKING CALNLATIONS REFER TO SOUTHOLD USE 10�� LEACHING POOL S .F 14�u�v2009 SUPFOLKCOUNTYCHANGES I � �5'-Q"�. . � i I CABLE TV SERVICE �' Z TOWN CODE:CHPT.?8O'ARTICLE XVIII'SS Z8O-�H FOOT OF EFFECTIVE DEPTH 18au�usr2009 Tow � . � LEACHING POOL I I FEEDE.RS d ,�, APPROVED FOR WINE-MAKING ONLY, . _ , cHING - iinu�usr2oia 9 p J � �4 SEPTEMBER ZOO � fJEW GRAVE i� r �7 _. .. • - SS3 GPD�1 S GAL�SF�DAY 369 SF OF LEA USE�2�DEEP LEACHING POOL AT OUTFALL 2 AND SHALL NOT BE OPEN TO THE � �SER'VICE � �I F- � � TO POOL SIDEWALL SURFACE AREA REQUIRED 31.4 sF x 12�EFFECTIVE DEPTH=3��SF.OF SURFACE I DRIVEWAY.`I �i � � �d�q�,� g PUBLIC FOR �1NY REASON fNCLUDING POPULATION DENSITY EQUIVALENT: USE � lO� AREA PROVIDED-3��SF. >34�SF REQUIRED. I I u- F tip 8� EVENTS AND WINE-TASTING. � � � LEACHING POOL=31.4 SQ.FT.PER SE 12� DEEP LEACHING POOL AT OUTFALL-3 I ,. . . I i I i _.. p... ,to�OA�Q._ _ ____._.. _ ... __.. . . ____.. __..... . .. _...........- -----.---. �0.69 ACR(S�OPEN AREA�X 6OO GALLONS PER FOOT OF EFFECTIVE DEPTH 3�.4 sF x 12�EFFECTIVE DEPTH=3��SF.OF SURFACE � I � i I N RrY DAY�ACRE GROUNDWATER MANAGEMENT ZONE IV�. AREA PROVIDED-3��SF. >11E)SF REQUIRED. � - SfTf PROTECTION - CO / I .. � i I, �, USE 12�DEEP LEACHING POOL I ,. i I' FENCING- 6�CHAIN LINK �'�c�, = NS PERMISSIBLE DISCHARGE PER DAY V 31.4 SF X 12� EFFECTIVE DEPTH=377 SF.OF NOTE: PROCESS WASTE SYSTEMS OVERSIZED BY i . ,i _.... _ - 6,414 GALLO � � _ FENCE HAY BALES AND _ _. _ ... . . __ . SITE PLAN ;I �. . �. i l , SILT BARRIER - APPLICANT SURFACE AREA PROVIDED - - - - 37�SF. >369 SF REQUIRED. DRAWING SCALE: AS NOTED , .�o�-o�� ... � _ _ __ _ _ __ SITE PL.��J-D�TA�I.. / / _ I NOBSTRIJCTE I,; I �� I _ _. _... _ . C�Yr�1R1tt1� SCc`?II� 1"=2C)��.A,_�._.,�_ ....._. PROPOSED DISCHARGE=563 GALLONS PER DAY �/ � � � DRIVEABLE. i� -... --. --- USE � LEACHING POOL lO Q�X 12 EFFECTIVE DEPTH �/ i� PATHWAY i� rHe CONTENT OF THIS DRAWING IS THE E%CLUSIVE . . . ...._.__.,, . . ..-__.... .. PROPERTY OF A+M+L ARCHITECTURE PLLC. ANY USE, . . . _ . . _.__. . .. ........... , � REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE W ITH THE PRIOR W RITfEN CONSENT OF THE ARCNITECT OFFICE LOCATION: MELISSA A.SPIROww�w, Town Hall Annex LAND PRESERVATION COORDINATOR , 54375 State Route 25 mel issa.spiro@town.south old.ny.us (corner of Main Rd&Youngs Ave) Southold, New York Telephone(631)765-5711 P" Facsimile(631)765-6640 MAILING ADDRESS: www.southoldtownny.gov ` Box 1179 � ''� Southold, NY 11971-0959 DEPARTMENT OF LAND PRESERVATION �� TOWN OF SOUTHOLD 1Jlq �OKc�1S C � '1� r VIA electronic mail cfd i± llsouth.net I � 6i � . ; ,,out a'lbyap May 26, 2016 flani,ij g Board Bridge Lane LP/N&L Properties LP Attention: Cari Dasen 1200 N. Federal Hwy, Suite 411 Boca Raton, FL 33432 RE: Purchase of Development Rights Easement Premises: 15105 Oregon Rd/8850 Bridge Lane, Cutchogue Parts of SCTM#1000-73.-1-1 and#1000-73.-2-4 Dear Ms. Dasen: I understand from the Town's special counsel, Mary Wilson, that the landowner has decided not to continue with the proposed sale of development rights on approximately 28 acres. Unfortunately, landowner representatives are unwilling to substantially accept the Town's easement document and thereby the genesis of our development rights program. My office has placed this file in the inactive status and the purchase offer is no longer valid. If, at any time in the future, the landowner wishes to revisit this land preservation opportunity, feel free to contact my office. Sincerely, Melissa Spiro Land Preservation Coordinator MS/md cc: Planning Board. OFFICE LOCATION• MAILING ADDRESS: Town Hall Annex S010P.O. Box 1179 54375 State Route 25 � � Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 -I*--) www.s outholdtownny.gov Coo Uri PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 10, 2015 Karen Hoeg, Esq. P.O. Box 9398 Riverhead, NY 11901 Re: Amended Site Plan Application for: N&L Properties 8850 Bridge Lane, corner of Bridge Lane & Oregon Road, Cutchogue SCTM#1000-73-2-4 Zoning District: A-C & R-80 Dear Ms. Hoeg: I am writing as a follow-up to the Work Session held on December 7, 2015 where the Planning Board reviewed the above-referenced amended Site Plan Application and determined the following: 1. Provide legible cut sheets and product specifications for the proposed exterior bollard light fixtures pursuant to §172 of the Town Code. Proposed lamp and fixture types must not exceed a color temperature of 3000K and fixtures including metal halide, high-pressure and low-pressure sodium are not permitted; 2. Obtain coverage under the General Permit for Storm-water Runoff from Construction Activity (GP-0-15-002) (SPDES) from the New York State Department of Conservation (NYSDEC due to the fact that the proposed area of disturbance is t58,000sf; or, a written determination from the DEC that would exclude this site from regulation. This requires a Notice of Intent (NOI) to be sent to the DEC and a Notice of Acknowledgment (NOA) received from the DEC. If you should have any questions or require additional information, please do not hesitate to contact this office at 631-765-1938. Sincerely, Brian Cummings Planner cc: Mr. Kirk Lehman, A+M+L Architecture, PLLC WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, December 7, 2015 2:30 p.m. Southold Town Annex Board Room 0"—Floor, Capital One Bank Building 2:30 p.m.Executive Session: Advice from Town Attorney 3:00 p.m. Applications — begin Public Work Session 4:00 p.m. Review Public Meeting Agenda Project Name: Verizon Wireless at Mattituck Fire Districts SCTM#: 1000-140-3-11.1 Location: 1000 Pike Street, on the s/w corner of Pike Street &Wickham Avenue, Mattituck Description: This Amended Wireless Communications Application is for a proposed Verizon Wireless co-location of an interior mounted antenna within the concealment cylinder between 11 0' and 120' above ground level of the approved 120' antenna support structure/tower with associated equipment and a generator to be mounted on the roof of the existing firehouse. There are ±14,370 sq. ft. of existing buildings including the main fire house and associated accessory structures, all on 1.38 acres in the Hamlet Business Zoning District., Status: Pending Action: Review referrals. i Attachments Staff Report Project Name: 13400 Main Road Corp. SCTM#: 1000-114-11-9.6 t Location: 13400 NYS Route 25, ±10' s/w/o Wickham Avenue & NYS Rt. 25, Mattituck Description: This proposed Site Plan, in conjunction with a pending Lot Line Modification, is for the addition of±9,258 sq. ft. of land for ±23 parking stalls on 1.05 acres in the Hamlet Business Zoning District. Status New Application Action: Review for completeness. Attachments: Staff Report .. - Project name: N & L Properties SCTM#. 1000-73-2-4 Location: Located on the north side of Bridge Lane at the intersection of Oregon Road, in Cutchogue. Description: This Amended 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 Pending Action: Review revised Amended Site Plan, Attachments: Staff Report Southold Planning Department Staft Report Site Plan Application Work Session Date December 7, 2015 Prepared By: Brian Cummings I. Application Information Project Title: N+L Properties, LP (amended) Applicant: Kirk Lehmann, A+M+L Architecture Date of Submission: October 27, 2014 Tax Map Number: 73.-2-4 Project Location: 8850 Bridge Lane Hamlet: Cutchogue Zoning District: A-C / R-80 II. Description of Project Type of Site Plan: Agricultural Acreage of Project Site: 31.07acres Building Size 8,635sf III: Analysis This Amended Site Plan is for the construction of an 8,635 sq. ft. building for the purposes of a private wine-making facility on a 1.33acre reserve area on a 30 acre parcel in the A-C & R-80 Zoning Districts. The winery building Site Plan approved in September 2009 has not changed, however the size of the site has changed due to a pending subdivision and sale of development rights. With reference to the Planning Board letter dated October 5, 2015: 1. Provide the cut sheets and product specifications for the proposed bollard exterior light fixtures pursuant to §172 of the Town Code. All exterior lighting should be made the least intrusive as possible by decreasing the foot candle output to well below §172 Code minimum of 5.Ofc. This area of Cutchogue is predominantly agricultural in nature and therefore all exterior lighting should be provided timers for specific night shut off and all security lighting should be provided with motion sensors. A cut-off time for exterior light fixtures is to be noted on the Site Plan; Submitted: Yes, cut sheets have been provided but the fixture does not meet §172 Code requirements. The proposed illuminance values cannot be read on the cut sheets provided (in order to confirm fixture is less than 5.Ofc); proposed bollard fixture is 3100K (§172-7(G) requires 3000K maximum); proposed bollard I fixture is metal halide and high pressure sodium, both specifically prohibited in §172-7(G). The following notations have been provided on the Site Plan: i. All fixtures to be "full cutoff" or "fully shielded" ii. Proposed building is primarily for daytime use and will only require peak lighting capability seasonally. Exterior lights will be on a timer to be shut-off at 9pm; iii. No fixture has been placed closer than four times its mounting height to any property line; iv. There are no instances of light trespass onto adjacent properties; v. There will be no artificial lighting at street signage; vi. All security lighting to be provided with motion sensors; 2. Obtain coverage under the General Permit for Storm-water Runoff from Construction Activity (GP-0-15-002) (SPDES) from the New York State Department of Conservation (NYSDEC due to the fact that the proposed area of disturbance is ±58,OOOsf; or, a written determination from the DEC that would exclude this site from regulation. This requires a Notice of Intent (NOI) to be sent to the DEC and a Notice of Acknowledgment (NOA) received from the DEC. Submitted: No, this requirement has not been met but can be completed during the rest of the Site Plan review process, and is not necessary to complete prior to a public hearing. V: Staff Recommendations 1. Correct the lighting issue identified above; 2. Require the applicant to provide the information required by the NYSDEC as detailed above; 3. This amended Site Plan application is ready for a public hearing. Once the proposed subdivision application is ready for a public hearing, it is recommended that a public hearing for this proposed amended Site Plan be set at the same time in order to hold a joint public hearing for the subject property. 2 Twomey, Latham, Cefebrativlg Over cars 2f Service INMAILING ADDRESS: Shea, Kelley, Dubin & Quartararo LLP Post Office Box 9398 a T r 0 R N E Y s A T L A W Riverhead,New York 11901-9398 MAIN OFFICE: Thomas A.Tivomcy,Jr. �"" 33 West Second Street 4 (1945-2014) L� 1 Riverhead,New York 11901-9398 Stephen B.Latham John F.Shea,III E �� I;` Telephone:631.727.2180 Christopher D.Kelley "Y Facsimile:631.727.1767 David M.Dubin„ ��"loV 0 015 � wwwsuffolklaw.com Jay P.Quartararo t Peter M.Mott khoeg@suffolklaw.eom Janice L.Snead Soljlld0�ii l"o n Extension 269 Anne Marie Goodale Planning Board Direct Fax:631.727.2385 Bryan C.Van Cott Kathryn Dalli Laura L Dunathan Lisa Clare Kombrink November 10, 2015 Patrick B.Fife Melissa H.Sidor Martin D.Finnegan, Kelly E.Kinirons Via,Hand Dellvery Lauren E.Stiles Town of Southold Patricia J.Russell Reza Ebrahimi Planning Department Bryan J.Drago Bernadette E.Tuthill 54375 State Route 25 Craig H.Handler Southold,New York 11971 Alexandra Halsey-Storch Melissa S.Doris Attention: Brian Cummings, Planner OF COUNSEL Kevin M.Fox Re: Amended Site Plan Application-N&L Properties, LPB&L Properties Karen A.Hoeg Jennifer R Nigro• 8580 Bridge Lane, Cutchogue,NY NYS L,I1.,Ri SCTM No.: 1000 - 73 - 2 - 4 usl iNr:�s.aiov ., �,,.,, .,........... ♦ NYS NJ BABS NY NI PA BAILS Dear Brian: Enclosed are eight (8) sets of the amended site plan last revised October 14, 2015. Also enclosed are the Lumenton Lighting Round Bollards specification sheets. Electronic copies of these documents were previously sent to you. This will confirm that while we continue to work on completing the NYSDEC SPDES application for the amended site plan the subdivision process will continue to move forward. Thank you for your kind attention. Very tr ly y- s; Karen ). Hoeg OTI IER OFFICE LOCATIONS: 20 Main Street East Hampton,NY 11937 Encs. 63[.324.1200 51 Hill Street Southampton,NY 11968 63[.287.0090 490 Wheeler Road Suite 1650 l lauppauge,NY 11788 631.265.14t4 56340 Main Road PO.Box 325 Southold,NY 11971 631.765.2300 MAILING ADDRESS: PLANNING BOARD MEMBERS ��' ,� so P.O. Box 1179 DONALD J.WILCENSKI d Southold, NY 11971 din ChairOFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY , 54375 State Route 25 JAMES H.RICH III ' "+ (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ,µ Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 7, 2015 Karen Hoeg, Esq. P.O. Box 9398 Riverhead, NY 11901 Re: Amended-Site Plan Application for: N&L Properties 8850 Bridge Lane, corner of Bridge Lane & Oregon Road, Cutchogue SCTM#1000-73-2-4 Zoning District: A-C & R-80 Dear Ms. Hoeg: I am writing as a follow-up to the Work Session held on October 5, 2015 where the Planning Board reviewed the above-referenced amended Site Plan Application and determined the following: 1. Provide the cut sheets and product specifications for the proposed bollard exterior light fixtures pursuant to §172 of the Town Code. All exterior lighting should be made the least Intrusive as possible by decreasing the foot candle output to well below§172 Code minimum of 5.0'fc• This area of Cutchogue is predominantly agricultural in nature and therefore all exterior lighting should be provided timers for specific night shut off and all security lighting should be provided with motion sensors. A cut-off time for exterior light fixtures is to be noted on the Site Plan; 2. Obtain coverage under the General Permit for Storm-water Runoff from Construction Activity (OP-0-15-002) (SPDES)' from the New York State Department of Conservation (NYSDEC due to the fact that the proposed area of disturbance is ±58,000sf; or, a written determination from the DEC that would exclude this siite from regulation. This requires a Notice of Intent (NO]) to be sent to the DEC and a Notice of Acknowledgment (NOA) received from the DEC. If you should have any questions or require additional information, please do not hesitate to contact this office at 631-765-1938. Sincerely, Brian Cummings Planner cc: Mr. Kirk Lehman, A+M+L Architecture, PLLC WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, October 5, 2015 4:00 p.m. Southold Town Meeting Hall 4:00 p.m. Applications 5:30 p.m. Review Public Meeting Agenda .. .. _ ... _. _ ---------------- name. __ Project name Aries Estates/Tully SCTM#: , 1000-22 3-2. ... _ �... Location: at the westerly terminus of a private right-of-way which extends north from Kayleigh's Court in East Marion [1111111 11- - _ . ........ . Description: This proposal is for a Standard Subdivision of an 11.4-acre parcel into two lots where Lot 1 equals 5.7 acres, including 3.3 acres of open space, and Lot 2 equals 5.7 acres, including 3.2 acres of open space, in the R-80 Zoning District. Status: l Conditional Final Approval Action: Discuss items required for Final Approval. Attachments: [_Staff Report _. Project Name: Gonzalez Standard Subdivision SCTM# 1000-27-1-9 Location: 2050 Platt Road, approximately 1823' s/o NYS Route 25, in Orient Description: Thisproposal is for a Standard Subdivision of a 4.29 acre parcel into two lots where Lot 1 = 2.13 acres and Lot 2'="2.'1'7 acres located in the R-80 Zoning District Status: New Application Action: Review revised Yield Plan. Attachments: Staff Report .... Project name: N & L Properties SCTM#: 1000-73-2-4 ........ .. ..._....... Location: Located on the north side of Bridge Lane at the intersection of Oregon m.,. . .. Road, in Cutchogue. . for the purposes of a private Description: This Amended Site Plan is for the construction of an 8,635 sq. ft. building ate wine-making facility on a 31.07-acre parcel in the A-C Zoning District. Status: Pending Action: Review revised Amended Site Plan. i. Attachments: Staff Report . 1 Project Name: Peconic Land Trust, Inc. SCTM#: 1000-63-1-25.3 Greenhouses Location Avenue, u_ 30055 s Avenu , Sothold _ Description: This Approved Site Plan is for two 16' x 24' (384 sq. ft.) greenhouses for agricultural use on a 21 acre (Town Development Rights) parcel in the R- 80 Zoning District. Status: I Approved Pending Final Inspection Action: Review request for Extension of Final Approval Attachments: Staff Report Southold Planning Department Statt Report Site Plan Application Work Session Date October 5, 2015 Prepared By: Brian Cummings I. Application Information Project Title: N+L Properties, LP (amended) Applicant: Kirk Lehmann, A+M+L Architecture Date of Submission: October 27, 2014 Tax Map Number: 73.-2-4 Project Location: 8850 Bridge Lane Hamlet: Cutchogue Zoning District: A-C / R-80 II. Description of Project Type of Site Plan: Agricultural Acreage of Project Site: 31.07acres Building Size 8,635sf III: Analysis This Amended 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 & R-80 Zoning Districts. With reference to the Planning Board letter dated March 25, 2015: 1. Provide a minimum of seven (7) prints of the revised Site Plan to this Department, including the stamp, seal and signature of the NYS licensed professional preparing the plan and the following: a. Provide the proposed lot (dimensions, metes and bounds) for this facility in conjunction with the pending subdivision; lot coverage and landscape percentages must be revised accordingly; Submitted: Yes, this information has been provided on a revised site plan showing the buildable area (reserve area) of 1.33acres including metes and bounds, within Lot #1 (agricultural lot) of 30.1 acres proposed in the seven (7) lot subdivision; b. Revise drainage calculations to include the gravel road and parking areas. Calculations should be revised to include all RCA and/or gravel areas using a runoff coefficient of 1.0 to meet requirements of Town Code Section 236 for Stormwater Management; 1 Submitted: Yes, gravel and parking areas have been accounted for within the stormwater run-off calculations using the runoff coefficient of 1.0 as required; c. Revise drainage calculations to provide an 8' Diameter LP capacity of 42.2 C.F. /V.F. (taken from an inside diameter) in lieu of the "50" as proposed in the calculations; Submitted: Yes, this item has been provided within the drainage calculations as required; d. Provide the gravel entrance apron to Bridge Lane pursuant to Town Highway specifications, these specifications are the same as an asphalt road. This would include, but may not be limited to, a 4" Stone Blend base course, 2Y2" asphalt binder course and a 1'/z" asphalt wearing surface. This pavement section must be saw cut into the edge of pavement at Bridge Lane and extend to the property line; Submitted: Yes, this item has been provided as a 10' wide asphalt apron to Bridge Lane; e. Provide the twelve (12) proposed "LT-1" exterior light fixtures pursuant to §172 of the Town Code. The foot candle measurements provided for the bollard fixtures exceed the Code maximum of 5.Ofc. Additionally, all exterior lighting should be made the least intrusive as possible by decreasing the foot candle output to well below §172 Code minimum of 5.Ofc. This area of Cutchogue is predominantly agricultural in nature and therefore all exterior lighting should be provided timers for specific night shut off and all security lighting should be provided with motion sensors. A cut-off time for exterior light fixtures is to be noted on the Site Plan. Submitted: No, this requirement has not been met; 2. Obtain coverage under the General Permit for Storm-water Runoff from Construction Activity (GP-0-15-002) (SPDES) from the New York State Department of Conservation (NYSDEC due to the fact that the proposed area of disturbance is ±58,OOOsf; or, a written determination from the DEC that would exclude this site from regulation. This requires a Notice of Intent (NOI) to be sent to the DEC and a Notice of Acknowledgment (NOA) received from the DEC; Submitted: No, this requirement has not been met; 3. Provide the accurate building elevations and color rendering of the proposed wine making building. The building elevation plans on file are inconsistent with the provided color rendering. 2 Submitted: Yes, this requirement has been met and revised building elevations have been provided; V: Staff Recommendations Require the applicant to provide the information required in items I(e)" and "2" as described above. 3 Twomey, Latham, Ce(ebratitiig Over Years of Service MAILING ADDRESS: Shea, Kelley, Dubin & Quartararo LLP Post Office Box 9398 A T T o R N E Y s A T L A W Riverhead,New York 11901-9398 MAIN OFFICE: Thomas A.Twomey,Jr. 33 West Second Street (1945.2014) Riverhead,New York 11901-9398 Stephen B.Latham John F.Shea,[Il Telephone:631.727.2180 Facsimile:631.727.1767 Christopher D.Kelley David M.Dubin www.suffolklaw.com Jay P.Quarrararo i Peter M.Mott khoeg@suffolklaw.eom Janice L.Snead Extension 269 Anne Marie Goodale • Direct Fax:631.727.2385 Bryan C.Van Cott Kathryn Darli Laura L Dunathan Lisa Clare Kombrink September 2, 2015 �� Patrick B.Fife Marissa I-I.Sidon juq�f�l Martin D.Finnegan lup 4 Town of Southold Kelly E.Kinirons Via Hand Delivery Lauren E.Stiles �,P � "i, ��17 Patricia J.Russell Reza Ebrahimi Planning Department Bryan J.Drago Sou9 as Sown, Bernadette E.Tuthill 54375 State Route 25 Pdarinfng Bard Craig 1-1.Handler Southold,New York 11971 Alexandra Halsey-Scorch Melissa S.Doris Attention: Brian Cummings, Planner or COUNSEL Kevin A.Hoeg Re: Amended Site Plan Application-N&L Properties, LP/B&L Properties Fox Karen A. Jennifer P.Nigro• 8580 Bridge Lane, Cutchogue,NY NY NLABARS SCTM No.: 1000 - 73 - 2 - 4 , u.sirvTXNr[Ou ......... ,... �.�.,,,,,,,. �. �. ♦ uYr."11ARS uY Nl s rs titins Dear Brian: Pursuant to the requests made at the March 23, 2015 work session, enclosed are eight(8) sets of the amended site plan incorporating your comments. Please advise if anything further is needed and if the matter will be placed on your next available work session. Thank you for your kind attention. VerI11Y Yours, Karen A. Hoeg /if OTFIER OFFICE LOCATIONS: �+nCs. 20 Main Street East Hampton,NY 11937 631.324.1200 51 Hirt Street Southampton,NY 11968 631.287.0090 490 Wheeler Road Suite 165G Hauppauge,NY 11788 631.265.1414 56340 Main Road PO.Box 325 Southold,NY 11971 6 31.765.2 300 Twomey, Latham, CeCc6rariny Over Years of Service ;�Q �1 ► 1 MAILING ADDRESS: Shea Kelley, Dubin & Quartararo LLP r y t �./�oSt Office Box 9398 T T 0 R N E v S A T L A W Riverhead,New York 11901-9398 MAIN OFFICE: Thomas A.Twomey,Jr. 33 West Second Street Stephen B.Lathan, Riverhead,New York 11901-9398 EJohn E Shea,III Ep�lainining Christopher D.Kcllc}, Telephone:631.727.2180 David M.Dubin o Facsimile:631.727.1767 JayVP.Quarmruro r www.suffolklaw.com Peter M.Mot[ Janice L.Snead Extension 2 olklaw.eom Anne Marie GoodaleFEXteriSiOri 269 Bryan C.Van Cott• Direct Fax:631.727.23 85 Kathryn Dalli Laura 1.DUna[han Lisa Clare Kombrink Patrick B.Fife October 27, 2014 Fred W.Thiele,Jr. Melissa H.Sidor Kelly E.Kmirons Lauren E.Stiles Via b . Patricia J.Russell Town of Southold Rem Ebrahimi Bryan J.Drago Planning Department John A.Otto t. 54375 State Route 25 Bernadette E.Tuthill Craig H.Handler Southold,New York 11971 Alexandra Halsey-Storch Attention: Brian Cummings OF COUNSEL Kenneth P.Lavallc Kevin M.Fox Re: Amended Site Plan Application- N&L Properties, LP/B&L Properties Karen A.Hoeg 8580 Bridge Lane, Cutchogue,NY r „ „, SCTM No 1000 - 73 - 2 - 4 Dear Brian: Enclosed are four (4) sets of the amended site plan prepared by Kirk Lehman, A+M+L Architecture. 1/ rel ours, a eg KAH/lf Encs, OTHER OFFICE LOCATIONS: 20 Main Street East Hampton,NY 11937 631.324.1200 51 HillSncct Southampton,NY 11968 631.287.0090 490 Wheeler Road Suite 1650 Hauppauge,NY 11788 631.265.1414 56340 Main Road P.O.Box 325 Snuthnld,NY 11971 631.765 2300 MAILING ADDRESS: PLANNING BOARD MEAU,_AS � y o � P.O. Box 1179 DONALD J.WILCENSKI + Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 25, 2015 Karen Hoeg, Esq. P.O. Box 9398 Riverhead, NY 11901 Re: Amended Site Plan Application for: N&L Properties 8850 Bridge Lane, corner of Bridge Lane & Oregon Road, Cutchogue SCTM#1000-73-2-4 Zoning District: A-C & R-80 Dear Ms. Hoeg: I am writing as a follow-up to the Work Session held on March 23, 2015 where the Planning Board reviewed the above-referenced amended Site Plan Application and determined the following: 1. Provide a minimum of seven (7) prints of the revised Site Plan to this Department, including the stamp, seal and signature of the NYS licensed professional preparing the plan and the following: a. Provide the proposed lot (dimensions, metes and bounds) for this facility in conjunction with the pending subdivision; lot coverage and landscape percentages must be revised accordingly; b. Revise drainage calculations to include the gravel road and parking areas. Calculations should be revised to include all RCA and/or gravel areas using a runoff coefficient of 1.0 to meet requirements of Town Code Section 236 for Stormwater Management; c. Revise drainage calculations to provide an 8' Diameter LP capacity of 42.2 C.F. /V.F. (taken from an inside diameter) in lieu of the "50" as proposed in the calculations; d. Provide the gravel entrance apron to Bridge Lane pursuant to Town Highway specifications„ these specifications are the same as an asphalt road. This would include, but may not be limited to, a 4" Stone Blend base course, 2"/2" asphalt binder course and a 1 Y " asphalt wearing surface. This pavement section must be saw cut into the edge of pavement at Bridge Lane and extend to the property line; Southold Town Plani j Board Page 2 March 25, 2015 e. Provide the twelve (12) proposed LT-1 exterior light fixtures pursuant to §172 of the Town Code. The foot candle measurements provided for the bollard fixtures exceed the Code maximum of 5.Ofc. Additionally, all exterior lighting should be made the least intrusive as possible by decreasing the foot candle output to well below §172 Code minimum of 5.Ofc. This area of Cutchogue is predominantly agricultural in nature and therefore all exterior lighting should be provided timers for specific night shut off and all security lighting should be provided with motion sensors. A cut-off time for exterior light fixtures is to be noted on the Site Plan. 2. Obtain coverage under the General Permit for Storm-water Runoff from Construction Activity (GP-0-15-002) (SPDES) from the New York State Department of Conservation (NY SDEC due to the fact that the proposed area of disturbance is ±58,000sf; or, a written determination from the DEC that would exclude this site from regulation. This requires a Notice of Intent (NOI) to be sent to the DEC and a Notice of Acknowledgment (NOA) received from the DEC; 3. Provide the accurate building elevations and color rendering of the proposed wine making building. The building elevation plans on file are inconsistent with the provided color rendering. If you should have any questions or require additional information, please do not hesitate to contact this office at 631-765-1938. Sincerely, - Brian Cummings Planner cc: Mr. Kirk Lehman, A+M+L Architecture, PLLC Elizabeth Thompson, Chairperson , Town Hall Annex Reynolds duPont,Jr. 54375 Route 25 Joseph Lees PO Box 1 179 Ronald McGreevy Southold,NY 11971 Nicholas Planamento Mark Schwartz Telephone:(631)765 - 1892 Stephen Geraci Fax(631)765-6641 James Grathwohl ' southoIdtown.north1fork.net Patricia Butler O'J L Town of Southold IYL Ll _1 E µ4Y4-I Architectural Review Committee MAR 2 4 2015 Minutes 4:OOp.m., March 19, 2015 SOW[w.rl Town -Town Hall Annex Executive Board Room Planning Board Members Present: Elizabeth Thompson, Chairperson;Ron McGreevy;Nicholas Planamento;Joseph Lee;Mark Schwartz;Stephen Geraci; Brian Cummings,Town Planner;Elizabeth Cantrell,Secretary The minutes for the February 19,2015 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: �� ,, 1 „ , � i �i iri�� Brian Cummings,Town Planner presented the application for the proposed construction of an 8,635sq.ft.building for the purpose of a private wine-making facility on a 31.07 acre parcel in the A-C&R-80 Zoning Districts. The Committee reviewed the proposed project and is tabling the application due to a discrepancy with the proposed plans. The Committee is requesting a resubmission of the "Title Page" rendering of the proposed structure with an accurate scaled drawing of what is currently being proposed which is to include the proposed colors of the exterior. Motion made and seconded. All in favor. _ 1 - • ATT&T/NEW CINGULAR WIRELESS SCTM#1000-63-1-10 @ 1040B HORTONS LANE Brian Cummings,Town Planner presented the application for the proposed constrtiction of a 75' high wireless telecommunications monopole to inckide six (6) AT&T panel ajil.emlas and two (2) empty 10' sections for possible future co-location(all concealed within the pole),along with 300sq.ft. proposed within an existing building for associated ground equipment on 6.9 acres in the Light Industrial Zoning District,Southold. The Committee approves the application as submitted today. The Committee would also like to comment that if the applicant chooses to increase the proposed monopole to 95' in height,the Committee would have no objection. Motion made and seconded. All in favor. Elizabeth Cantrell, A.R.C.Secretary - 2 - WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, March 23, 2015 4:00 p.m. Southold Town MeetingHall Applications: ._. _ Lucas �._. _.. Pro act Name Lucas Ford SCTM# 1000 59-3-321 .. � ..... _ .. -� Location: 3245 i ... for an 80 x 115 9,200 s ft. Descr�iption:� .._ This amended Site Plan is...� � � S service area addition and alterations to the existing 80' x 150' (12,000 sq. ft.) car dealership with 189 parking stalls on 4.1 acres in the General Business (B) Zoning Ia _ _Saw A liction to Amend existinq Site Plan ...�.._..�..nm_ �.._ Action: Review for --- com lateness _... ...�_. Attachments: I Staff Report ._. m..... .._ .._. _ .. reless/AT&T atSCTM#. 1000-63-1-10 t Projec Name: New Cingular Wi� 104013 Hortons Lane h Location _1�040B Horton's Lane, Southold � ._� n is for 75' hag wireless teleco mmun"nations Description: This proposed Site Pla monopole to include six (6) AT&T panel antennas and two (2) empty 10' sections for possible future co-location (all concealed within the pole), along with 300 sq. ft. proposed within an existing building for associated ound equi ment on 6.9 acresin the Light Industrial,ZoninDistrict. Status: Pendun _ Action: Review referrals. Attachments:. Staff Report e Lane at the Pro eco name: '�, N & L Properties -�-�-�- of Ore on Location: Located on the north side of Bridge g en tion: This Amended Site Plan is for the construction of an 8,635 Road, in Cutcho ue. _ �D sc .p � sq. ft. building for the purposes of a private wine-making facility on a 31.07-acre parcel in the A-C Zonin District. ._ Status Pending_ ...._ ... __ Action: Review referrals. Attachments: Staff f ort ..........._ w._.. —_ .. _... ._...� — est halls . -- m .._ - 19 23 Project Name: Rcaalton Equestrian � SCTM# 1000-113-7 _ ..,,..1�._.. .. ., attituck._- This Site Plan is for the proposed rconstruction of a 120' x 2 Cox Neck Road, + , Location. 55.mm...� ��....�....��.._ ._..�,.�..w.. .,_._ 240' (28800 Description: sq. ft.) indoor riding ring on an existing horse farm as part of a riding academy pursuant to ZBA File SE6816 and keeping, breeding, raising and training of horses. Existing on site are two horse barns with a total of 34 horse stalls, a roofed horse-walker, and a single family dwelling and S on 37 acres in the A C Zoning District tatus: Pen �,. Action .. g Status Up date Attachments Staff Re oit _ _ ...... Southold Planning Department Statf' Report Site Plan Application Work Session — Referral Review Date March 23, 2015 Prepared By: Brian Cummings I. Application Information Project Title: N+L Properties, LP (amended) Applicant: Kirk Lehmann, A+M+L Architecture Date of Submission:.. October 27, 2014 Tax Map Number: 73.-2-4 Project Location: 8850 Bridge Lane Hamlet: Cutchogue Zoning District: A-C / R-80 II. Description of Project Type of Site Plan: Agricultural Acreage of Project Site: 31.07acres Building Size 8,635sf III: Analysis 1. Existing: a. Vineyard 2. Proposed: vineyard with non-public wine making facility a. 8635sf wine making making building b. Sanitary system: i. Three (3) 8'x 4' deep (1200gal) septic tanks ii. Three (3) 10'x 12' deep LP's and expansion tank c. Private well- domestic water for building only 220gal storage tank located in building d. Exterior lighting: i. LT-1: twelve (12) Mitre M-4 bollard area lights 1. 5.6fc 2. Staff: these fixtures must be decreased to <_S.Ofc ii. LT-2: five (5) Mitre M-3 wall sconce 1. 2.8fc iii. LT-3: one (1) fully shielded pendant light under rear loading dock canopy e. Landscaping: i. Planting Type — 1: Inkberry (Ilex Glabra) at 36"- 42" high planted at 3' on center to screen two areas of HVAC units; 1 ii. Planting Type — 2: Five (5) Kousa Dogwood (Cornus Kousa) at 7'-8' canopy diameter 3. Bulk Schedule/Code Requirements (A-C / R-80 zone) a. Lot Coverage i. Maximum: 20% ii. Existing: 0.3% iii. Proposed: 0.9% b. Landscape coverage (no min required) i. 65% existing grape crop ii. Proposed: same c. Parking: i. Wine Making — 1 parking space per employee (Max. 8 employees in season; max. 3 employees off season) = 8 required ii. Wine Storage — 4,175sf 11 parking space per 1 000s = 5 required iii. 13 parking spaces required; 16 parking spaces provided (including 1 ADA) d. Setbacks for the proposed cheese making barn Required Provided Front yard 60 297 Side NWS 20' 1 538' � ._aaaa . �. Side SE 20 �.... ' 45 comb 513.5' ............_ ._. ..._ _.... _mm... . Rear d ..... 75 173.42' Referrals A. Fire Marshall a. No comments or concerns regarding the proposed site plan B. LWRP a. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Policy (LWRP) Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department and the records available to me, the proposed action is CONSISTENT with the LWRP. 2 C. Cutchogue Fire District The Commissioners have reviewed the proposed site plan and determined that there are no changes, additions, or reservations about this proposed site. Fire department access is satisfactory. D. Land Preservation Committee The Committee found that all improvements appear to be within the area to be excluded from the proposed Easement Area; therefore, the Committee does not have any comments pertaining to the amended site plan. E. Architectural Review Committee (ARC) The Committee reviewed the proposed project on March 19, 2015 and approves the application as submitted. F. Suffolk County Department of Health Services (SCDHS) C10-09-004 Approval @553gpd for wine processing building renewed and extended to September 11, 2015 G. Suffolk County Planning Commission (SCPC) Pursuant to Section?391&m ofthe General Municipal Law,the following site p]au 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-`ride or inter-corrinunity inipact(s). A decision of local determination should not be construed as either in approval or disapproval, H. Town Engineer a. As per my July 2009 review, 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 may require coverage from NYS Department of Environmental Protection (DEC) under the Phase II State Pollutant Discharge Elimination System (SPDES) Program. The Developer should obtain coverage under the General Permit for Storm- water Runoff from Construction Activity (GP-0-15-002) or, a written determination from DEC that would exclude this site from regulation should be required. Staff: proposed area of disturbance = 58,000sf b. As per my July 2009 review, 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. Calculations should be amended to include all RCA and/or gravel areas using a runoff coefficient of 1.0 to meet requirements of Town Code Section 236 for Stormwater Management. New drainage for these gravel areas has been shown but there are no calculations to indicate the appropriate design. In addition to the above, 8' 3 Diameter LP's have a capacity of 42.2 C.F. /V.F. taken from an inside diameter not 50 as used in the calculations. c. As per my July 2009 review, the access point for the proposed gravel road needs to meet the minimum highway specifications 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. d. Tractor Trailers have been indicated on the plan. As per my July 2009 review, 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. V: Staff Recommendations 1. Require the applicant to provide the proposed lot (dimensions, metes and bounds) for this facility, in conjunction with the pending subdivision; lot coverage and landscape percentages must be revised accordingly. 2. Require the applicant to obtain coverage under the General Permit for Storm- water Runoff from Construction Activity (GP-0-15-002) (SPDES); or, a written determination from DEC that would exclude this site from regulation. (Notice of Intent (NOI) and receive a Notice of Acknowledgment (NOA) 3. Require the applicant to revise the drainage calculations to include the gravel road and parking areas. Calculations should be revised to include all RCA and/or gravel areas using a runoff coefficient of 1.0 to meet requirements of Town Code Section 236 for Stormwater Management. In addition to the above 4. Require the applicant to revise the drainage calculations to provide an 8' Diameter LP capacity of 42.2 C.F. /V.F. (taken from an inside diameter) in lieu of the "50" as proposed in the calculations. 5. Require the applicant to meet the minimum highway specifications for the proposed gravel road, these specifications are the same as 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. 4 6. Require the applicant to provide further details regarding the tractor trailers and large vehicles coming to the site; including the frequency (number of trips per day/week) and the anticipated weights of the vehicles. 7. Require the applicant to clarify if the proposed facility will be processing grapes for other off-site growers. 8. Require the proposed LT-1 exterior light fixtures to be revised pursuant to §172 by providing a foot candle measurement <_S.Ofc. 9. In addition to recommendation #6, the applicant should clarify whether the amount of exterior lighting that is being proposed is the minimum necessary. Due to the location of the proposed facility (Bridge Ln/Oregon Rd.), all exterior lights should be made the least intrusive as possible (decrease foot candies to well below Code min of 5.0). For example, a level of 2.0-2.8fc is bright enough/approximate for face recognition/ safety lighting. At a minimum, the Board should require the applicant to provide motion sensors and/or timers for the exterior lighting along with shut-off times (with exception of warranted security lights/motion sensors) 5 COUNTY OF SUFFOLt. , „ VAR T 241 2 U11) k . r Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Joanne Minieri Deputy County Executive and Commissioner Division i Planning and Environment March 11,2015 Town of Southold 53095 Main Road P.O. Box 1179 Southold,NY 11971 Attn: Brian Cummings Dear Mr. Cummings: Pursuant to Section 2391&in of the General Municipal Law,the following site plan 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 Address File No. N+L Properties,LLC SCTM# 1000-073-02-004.000 N/A Note: Does not constitute acceptance of any zoning action(s) associated therewith before any other local regulatory board. Comment: All prospective owners of land proposed for development adjacent to an active farm, or within 500 feet of SCTM lot#'s 1000-073.00-01.00-003.004, 1000-084.00-02.00-001.001 and 003.003 enrolled in N.Y.S.Agricultural District#1,should be informed by means of an advisory covenant and note on the development map, of the location of the active farmland and that adjacent occupants may be subject to the noise, dust, odors and spraying applications normally associated with agricultural activities. Very truly yours, Sarah Lansdale Director of Planning Andrew P. Fral g APF/cd Chief Planner H.LEE DENNISON BLDG a 100 VETERANS MEMORIAL HWY,4th FI w P.O.BOX 6100 w HAUPPAUGE,NY 11788-0099 r (631)853-5191 OFFICE LOCATION: � MAILING ADDRESS,. Town Hall Annex ��`a P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) �� G Southold, NY 11971 �� h Telephone: 631 765-1938 0�, „�� LOCAL WATERFRONT REVITALIZATION PROGRAM "" ,„ - ` TOWN OF SOUTHOLD � f MEMORANDUM 9�/1l �� 07'� � 4'P,aM°in ou°cry R�Md To: Donald Wilcenski, Chair Town of Southold Planning Board From: Mark Terry, Principal Planner LWRP Coordinator Date: March 18, 2015 Re: LWRP Coastal Consistency Review for N&L Properties, LP SCTM# 1000-73-2-4 This amended 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 & R-80 Zoning Districts. 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 and the records available to me, the proposed action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Planner Cumming, Brian A. From: Fisher, Robert Sent: Tuesday, March 03, 2015 9:21 AM To: Cummings, Brian A. Subject: N+L Properties 73-2-4 Qob-P Brian Lt QT I PK have no recommendations for this site plan. ll `, i�"�r, Robert Fisher Fire Commissioner Cutchogue Fire District robert,fistier eiol rLoytho�o"�s (631) 765-1802 office (631) 786-9180 cell CONFIDENTIALITY NOTICE:CE:This communication with its contents may contain confidential and/or legally privileged information.It is solely for the use of the intended recipient(s).Unauthorized interception,review,use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act.If you are not the intended recipient,please contact the sender and destroy all copies of the communication 1 SCOTT A. RUSSELL JAMES A. RICHTER, R.A. SUPERVISOR MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTITOLD NEW YORK 11971 Tel. (631)-765-- 1560 Fax, (631)-765-9015 l l()I.I)P:1,IJS 1-A1\111. RI('1I l lOI D Nl l iS OFFICE OF THE ENGINEER TOWN OF SOUTFiOLD Donald J. Wilcenski March 6, 2015&36P Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re. N & L Properties Site Plan "l'l o Bridge Lane, Cutchogue, NYw• SCTM #: 1000-73-02-04 7' '`'� "'�"� Dear Mr. Wilcenski: 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 Taft Corwin, III. This drawing has been posted with a revision date of January 22, 2015 Please consider the following: 1. As per my July 2009 review, 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 may require coverage from NYS Department of Environmental Protection(DEC) under the Phase II State Pollutant Discharge Elimination System (SPDES)Program. The Developer should obtain coverage under the General Permit for Storm-water Runoff from Construction Activity(GP-0-15-002)or, a written determination from DEC that would exclude this site from regulation should be required 2. As per my July 2009 review,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. Calculations should be amended to include all RCA and/or gravel areas using a runoff coefficient of 1.0 to meet requirements of Town Code Section 236 for Stormwater Management. New drainage for these gravel areas has been shown but there are no calculations to indicate the appropriate design. In addition to the above, 8' Diameter LP's have a capacity of 42.2 C.F. / V.F. taken from an inside diameter not 50 as used in the calculations. 3. As per my July 2009 review,the access point for the proposed gravel road needs to meet the minimum highway specifications 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 Donald Wilcenski, Chairman - Planning Board March 6, 2015 L Properties Site Plan SCT M #: 1000-73-02-04 Page 2 of 2 4. Tractor Trailers have been indicated on the plan. As per my July 2009 review,what is the proposed frequency for these types of vehicles? The number of trips per day/ eek 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. If you have any questions regarding this review, please contact my office, e r Jarr�iZs A. R'idler, R A, cc: Vincent Orlando, Highway Superintendent OFFICE LOCATION: MELISSA A. SPIRO �" � �,, Town Hall Annex LAND PRESERVATION COORDINATOR � , 54375 State Route 25 melissa.spiro@town.southold.ny.us (corner of Main Road& Youngs Avenue) Southold, New York Telephone(631)765-5711 Facsimile(631)765-6640 � MAILING ADDRESS: P.O. Box 1179 Southold,NY 11971-0959 DEPARTMENT OF LAND PRESERVATION r TOWN OF SOUTHOLD r L.(t\ATP)0- J, To: Brian Cummings, Planner r , From: Land Preservation Committee Date: February 18, 2015 Re: Amended Sit Plan Application for: N&L Properties 8850 Bridge Lane, corner of Bridge Lane & Oregon Road, Cutchogue SCTM #1000-73.-2-4 Zoning District: A-C & R-80 The Land Preservation Committee, at its regular meeting held on February 17, 2015, reviewed the above referenced application in response to your memorandum dated February 12, 2015 requesting LPC review and comments. The Committee found that all improvements appear to be within the area to be excluded from the proposed Easement Area; therefore, the Committee does not have any comments pertaining to the amended site plan. Please advise if any changes are made to the location of the proposed improvements. MS/md OFFICE LOCATION: MAILING ADDRESS: P.O. Box 1179 Town Hall Annex so " + Southold, NY 11971 54375 State Route 25 �' (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov x PLANNING BOARD OFFICE TOWN OF SOUTHOLD EMORA DUi To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planner qC- Date: February 12, 2015 Re:: Amended Site Plan for N+L Properties, LLC 8850 Bridge Ln, ±715' s/e/o Oregon Rd,& Bridge Ln, Cutchogue SCTM#1000-73-2-4 The Planning Board refers this Site Plan Application to you for your information, comments, review, and certification, if applicable. This amended Site Plan is for the construction of an 3,83 a sq. ft. building for the purposes of a private wine-making facility on a 31.07 acre parcel in the A-C & R-80 Zoning Districts. Thank you for your cooperation. Encls: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex S01j� P.O. Box 1179 54375 State Route 25 ", Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov COUN11r PLANNING BOARD OFFICE TOWN OF SOUTHOLD Memorandum Elizabeth Thompson, Chairperson Southold Town Architectural Review Committee From: Brian Cummings, Planner tc,. Date: February 12, 2015 . Request for Review: N+L Properties, LLC 8850 Bridge Lane, ±715' slelo Oregon Road & Bridge Lane, Cutchogue SCTM#1000-73-2-4 The Planning Board refers this Site Plan Application to your committee for review and comments. This amended 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 & R-80 Zoning Districts. Thank you. Encis.: Site Plan Application and Site Plan Elevations OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex 0 /, P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM NDU To: Peter Doherty, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planner;'� Date: February 12, 2015 Re: Proposed Amended Site Plan for N+L Properties, LLC 8850 Bridge Lrt, ±715' s/e/o Oregon Rd& Bridge Ln,, Cutchogue SCTM#1000-73-2-4 The Planning Board refers this Site Plan Application to you for your information, comments, review, and any violations on record, if applicable. This amended 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 & R-80 Zoning Districts. Thank you for your cooperation. (in Laser Fiche: Planning, Applications, Site Plans, Pending, SCTM#1000-73-2-4) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex SO . P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov ' 100UN11 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Peter Doherty, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planner a�, Date: February 12, 2015 Re Proposed Amended Site Plan for N+L Properties, LLC 8850 Bridge Lny ±715' s/e/o Oregon Rd,& Bridge Ln, Cutchogue SCTM#1000-73-2-4 The Planning Board refers this Site Plan Application to you for your information, comments, review, and any violations on record, if applicable. This amended 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 & R-80 Zoning Districts. Thank you for your cooperation. (in Laser Fiche: Planning, Applications, Site Plans, Pending, SCTM#1000-73-2-4) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annexe SU P.O. Box 1179 54375 State Route 25 ? `" � Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov nu PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 12, 2015 Mr. Matthew Martin Cutchogue Fire District 260 New Suffolk Road Cutchogue, NY 11935 Re: Request for Review: Amended Site Plan for N+L Properties, LLC Located at 8850 Bridge Ln, ±715' s/e/o Oregon Rd & Bridge Ln, Cutchogue SCTM#1000-73-2-4 Dear Mr. Martin: The enclosed Site Plan Application is being referred to you for your comments on matters of interest to the fire department„ including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This amended Site Plan 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 & R-80 Zoning Districts. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, L/ Brian Cummings Planner Encis.: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex % � � r P.O.Box 1179 54375 State Route 25 "w Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY � � Telephone: 631 765-1938 y www.southoldtownny.gov a w�f i PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Planne� Date: February 12, 2015 Re: Amended Site Plan for N+L Properties, LLC Application Name: N+L Properties Tax Map Number: 1000-73-2-4 Location: 8850 Bridge Lane, Cutchogue Type of Application: Sketch Subdivision Map (Dated: ) Preliminary Subdivision Map (Dated: ) Final Subdivision Map (Dated: � Road Profiles (Dated: Grading and Drainage Plans (Dated: 1 Other (Dated: , Site Plan (Dated: 5/11/09 rev 1122115 Revised/Amended Site Plan Grading and Drainage Plans (Dated: ) Other (AS BUILT) (Dated: Prosect Description: This amended 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 & R-80 Zoning Districts. Thank you for your cooperation. OFFICE LOCATION: i MAILING ADDRESS: Town Hall Annex %"5 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold NY Telephone: 631 765-1938 www.southoldtownny.gov COU b PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Melissa Spiro, Land Preservation Coordinator From: Brian Cummings, Planner Date: February 12, 2015 cam` Re: Amended Site Plan Application for: N&L Properties 8850 Bridge Lane, corner of Bridge Lane & Oregon Road, Cutchogue SCTM#1000-73-2-4 Zoning District: A-C & R-80 The Planning Board refers this Site Plan Application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This amended 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 & R-80 Zoning Districts. Thank you for your cooperation. (in Laser Fiche: Planning, Applications, Site Plans, Pending, SCTM#1000-73-2-4) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex sot", P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner C, Date: February 12, 2015 Re: Amended Site Plan for N+L Properties, LLC 8850 Bridge Lane, corner of Bridge Lane & Oregon Road, Cutchogue SCTM#1000-73-2-4 Zoning District: A-C & R-80 The Planning Board refers this Site Plan Application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This amended 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 & R-80 Zoning Districts, Thank you for your cooperation. (in Laser Fiche: Planning, Applications, Site Plans, Pending, SCTM#1000-73-2-4) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annexe, so ., P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold NY Telephone: 631 765-1938 www.southoldtownny.gov NTI PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, Planner ,,L� Date: February 12, 2015 cam` RE: Site Plan Application Review— • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency. 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. 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. Southold Referral & SEQR Coordination Page Two February 12, 2015 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Project Name: N+L Properties, LLC Address: 8850 Bridge Lane, Cutchogue Tax Map #: 1000-73.-2-4 Requested Action: This amended 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 & R-80 Zoning Districts. SEQRA Classification: ( ) Type I (X) Type II ( ) Unlisted Contact Person: Brian Cummings (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Environmental Assessment Form 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexO � P.O. Box 1179 54375 State Route 25 ,A, dr r '. Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) " Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Brian Cummings, Planner Date. February 12, 2015 RE: Site Plan Application Review— • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR 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. 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. Southold Referral & SEQR Coordination Page Two February 12, 2015 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Project Name: N+L Properties, LLC Address: 8850 Bridge Lane, Cutchogue Tax Map #: 1000-73-2-4 Requested Action: This amended 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 & R-80 Zoning Districts. SEQRA Classification: ( ) Type I (X) Type II ( ) Unlisted Contact Person: Brian Cummings, Planner (631)765-1938 Enclosures: • Environmental Assessment Form • Site Plan Application Form • Site Plan(s) 2 OFFICE LOCATION: "" MAILING ADDRESS: Town Hall Annex S001M P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov 4n u1i PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From:. Brian Cummings, Planner Date: February 12, 2015 Re: Amended Site Plan for N+L Properties, LLC 8850 Bridge Ln, ±715' s/e/o Oregon Rd & Bridge Ln, Cutchogue SCTM#1000-73-2-4 The Planning Board refers this Site Plan Application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This amended 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 & R-80 Zoning Districts. Thank you for your cooperation. (in Laser Fiche: Planning, Applications, Site Plans, Pending, SCTM#1000-73-2-4) Twomey, Lathain, Celebrating Aver gars f Service MAILING ADDRESS: Shea, Kelley, Dubin & Quartararo LLP Post Office Box 9398 A T T O R N E Y S A T L A W Riverhead,New York 11901-9398 MAIN OFFICE: Thomas A.Twomey,Jr. 33 West Second Street (1945.2014) Riverhead,New York 11901-9398 Stephen B.Lathan Telephone:631.727.2180 John E Shea,III Facsimile:631.727.1767 Christopher D.Kelley wwwsuffolklaw.com David M.Dubin JayP.Quartararo+ khoeg@suffolklaw.com Peter M.Mott Janice L Snead Extension 269 Anne Marie Goodale Direct Fax:631.727.2385 Bryan C.Van Cott Kathryn Dalli Laura 1.Dunathan L Lisa Clare Kombrink February 6, 2015 C� Patrick B.Fife k y Ill I Fred W Thiele,Jr. �" y Melissa H Sidor /� I � i Kelly E.Kinirons Town of Southold 1 r Lauren E.stile, Planning Department3 ��l ` �)� i �,' Patricia J.Russell 1 Reza Ebrahiini 54375 State Route 25 Bryan J Drago Southold,New York 11971 Bernadette E.Tuthill Craig H.Handler Attention: Brian Cummings, Planner m � Alexandra Halsey-Srorch S. Melissa Doris M S. Re: Amended Site Plan Application -N&L Properties, LP/B&L Properties COUNSEL Kenneth P.Lavalle 8580 Bridge Lane, Cutchogue,NY Kevin M.Fox A. Karen A.Hoeg SCTM No.: 1000 - 73 2 -4 -- --� Jennifer P Nigro LA IAKS Dear Brian: , ILM INIAXATION ♦ �I'\\J ILVt� As per your letter of November 12, 2014 and pursuant to your request at the January 28th work session, enclosed are eight (8) sets of the amended site plan application. Please advise if anything further is needed. Very truly yolrlrs, m. Karen A. Hoeg if ,; cs, OTHER OFFICE LOCATIONS: 20 Main Street East Hampton,NY 11937 631.324.1200 51 Hill Street Southampton,NY 11968 631.287.0090 490 Wheeler Road Suite 1650 Hauppauge,NY 11788 631.265.1414 56340 Main Road P.O.Box 325 Southold,NY 11971 631.765,2300 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Wednesday, January 28, 2015 2:30_p.m. Southold Town Annex Board Room 2W-Floor, Capital One Bank Bu!ildin 2:30 p.m. Applications Project 11 name: North 11 F11 ork S11 e11 lf 11 Storage#2 SCTM#: 1011 01.0-96-1-1.2 Amended Location 115 Commerce Drive, Cutchogue Description: This Site Plan is for the construction of a 24,505 sq. ft. storage building, including a 1,473 sq. ft. office, and a 1,473 sq. ft. apartment for security on a 47,166 sq. ft. parcel in the Light Industrial Zoning District. FStatus: Approved Pending Inspection ....... ...... ._...... Action; Review revised As Built Site Plane Attachments: Staff Report y Project Name Creative Courses Catering, LLCSCTM#: 1000-59 10 4 Location: 41150 CR 48, ±850' s/w/o CR 48 & Tuckers Lane, Southold Description: T This proposed Site Plan is for the renovation and conversion of an existing 60' x 40' (2,400 sq. ft.) masonry building, formerly a machine 1 shop, to a 16 seat take-out restaurant with six (6) parking stalls on .33 acres in the LB Zoning District. Status: Pending m........... ......... . - ... Action: Review referrals. .... .__ Attachments: Staff Report .eea_ .. . _....._ . Project name: N & L Properties C SCTM#: 1000-73 2-4 m �.... ..... Location: Located on the north side of Bridge Lane at the intersection of Oregon hogue. ; j Road, in Cutc m._. .,. Description: This Amended 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: Pending Action: Review revised Amended Site Plan. Attachments: Staff Report e.. Project Name: Boyle Agricultural Barn II SCTM#: 1000-18-2-34 _. m Location: 24435 Route 25 +125 n/e/o Platt Rd. and NYS Rt. 25, Orient 1 Description: This Amended Site Plan Application is for a 60' x 130' (7,800 sq. ft.) metal agricultural barn where there exists a 60' x 120' (7,200 sq. ft.) metal barn and a 25' x 95' (2,375 sq. ft.) metal barn on 22.3 acres in the R-80 Zoning District. Status: New Application Action: Review for completeness. Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session Date January 26, 2015 Prepared By: Brian Cummings I. Application Information Project Title: N+L Properties, LP II. Action Review all staff comments. This amended 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 & R-80 Zoning Districts. III: Analysis With reference to the Planning Board letter dated November 3, 2014: 1. Provide planting details (size, type and quantity) of all proposed landscaping on site. Submitted: Planting Type — 1: Inkberry (Ilex Glabra) at 36% 42" high planted at 3' on center to screen two areas of HVAC units; Planting Type —2: Five (5) Kousa Dogwood (Cornus Kousa) at 7'-8' canopy diameter 2. Provide the number of employees for this site and revise the notation regarding the parking calculations by eliminating the "light industrial" use and replace it with the number of employees. Submitted: Wine Making — 1 parking space per employee (Max. 8 employees in season; max. 3 employees off season) = 8 required Wine Storage— 4,175sf/ 1 parking space per 1 000s = 5 required 13 parking spaces required 16 parking spaces provided (including 1 ADA) 3. Revise the notation provided on the Site Plan to read as follows: "this site is designed and approved for wine-making only, and shall not be open to the public for any reason including events, wine-tasting and retail sales". This notation is also to be filed as a Covenant and Restriction (C&R); Staff will provide you with draft C & R language separate of this letter. 1 Submitted: A notation has been included in the "standard notes" section of the site plan: This site is designed and approved for wine-making only, and shall not be open to the public for any reason including events, wine-tasting and retail sales" A second notation exists at the bottom right hand corner of the site plan detail that states "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." New to the site plan: Turf Specifications 1. Fine grading of topsoil throughout proposed turf areas a. Topsoil shall be machine placed in a dry state during dry weather to a thickness of 4" throughout proposed turf areas b. Topsoil shall be machine graded to within 1" of proposed grade using skid steer loader or dozer with 6-way blade. c. Topsoil shall be hand raked with minimum 36" wide grading rakes removing high and low points in the machine grading to produce a fine smooth grade where there are no areas that hold water and that is void of any and all deficiencies that can be seen with the naked eye d. The hand-raking process shall collect and remove all rocks, twigs, roots and debris larger than 14" from the topsoil surface. All debris shall be removed from site. 2. Hydro seed turf areas throughout a. Mix seed, fertilizer, lime and wood cellulose fiber in the required amount of water to produce homogenous slurry. Add wood cellulose after seed, water, fertilizer, and lime have been thoroughly mixed. b. Hydraulically spray material on ground to form a blotter-like cover impregnated uniformly with grass seed c. Apply seed at a rate of 200lbs / acre dry weight d. Uses 24:24:4 water soluble fertilizer at a rate of 40lbs per 1,000sf e. Use liquid lime at a rate of 1 gal. per 1,000sf f. Grass seed to be: i. 30% Little bluestem ii. 20% Indiangrass iii. 20% Azure blue fescue or reliant II hard fescue iv. 15% side oats grama v. 10% Big bluestem vi. 5% Switchgrass V: Staff Recommendations 1. Require the applicant to revise the site plan to correct the required notation and provide nine (9) prints of the revised site plan. 2 Twomey, Lat�iam, CeCe6ratiny Over gars of Service IN MAILING ADDRESS: Shea, Kelley, Dubin & Quartararo LLP Post Office Box 9398 A T I o R N E Y s A T 1. A w Riverhead,New York 11901-9398 MAIN OFFICE: Thomas A.Twomey,Jr. 33 West Second Street Stephen B.Latham Riverhead,New York 11901-9398 John F.Shea,III Telephone:631.727.2180 Christopher D.Kelley Facsimile:631.727.1767 David M.Dubin< Jay P.Quartararo f www.suffolklaw.com Peter M.Mott Janice L.Snead khoeg@suffolklaw.com suffolklaw.com Anne Marie Goodale Extension 269 Bryan C.Van Cott• Direct Fax:631.727.2385 Kathryn Dalli Lara 1.Dunathan Lisa Clare Kombrink Patrick B.Fife January 2, 2015 Fred W Thiele,Jr. Melissa H.Sidor Kelly E. iTown of Southold Lauren E..Stillesea Patricia J.Russell Planning Department RezBryan J.Drag l 54375 State Route 25 Bryan J.Dnigo John A.Otto t* Southold, New York 11971 Bernadette E.Tuthill Craig H.Handler Attention: Brian Cummings, Planner Alexandra Halsey-Storch OF COUNSEL Kenneth P. Re: Amended Site Plan Application -N&L Properties, LP/B&L Properties Kenneth P.Lavalle Kevin M.Fox 8580 Bridge Lane, Cutchogue,NY Karen A.Hoeg _ Jennifer P.Nigro, SCTM No.: 1000 —73 2 4 4 oNYS LA MARS } LL S1[N TAXATION Dear Brian: ♦ NI'&NJ BARS Enclosed please find a letter of authorization signed by our client authorizing me to act as their agent before the Planning Board. Please make same a part of your files. Thank you. Vere truly yours Karen A. Hoeg /lf d Encs. OTHER OFFICE LOCATIONS: 20 Main Street East Hampton,NY 11937 631.324.1200 D p (p 51 Hill Street Southampton,NY 11968 � ^° ' J A N 0 n 1 2.011 i t 631.287.0090 490 Wheeler Road aoutrhIIbPI b%y� 1 � Suite 165G Pla fl4tnpp ftud Hauppauge,NY 11788 631.265.1414 56340 Main Road P.O.Box 325 Southold,NY 11971 631.165.23UU Twomey, Lamam, Cefebrating Aver yel IN MAILING ADDRESS: Shea, Kelley, Dubin & Quartararo LLP Post Office Box 9398 A I T 0 R N E Y s A T L A W Riverhead,New York 11901-9398 MAIN OFFICE: Thomas A.Twomey,Jr. 33 West Second Street Stephen B.Latham Riverhead,New York 11901-9398 John F.Shea,III Telephone:631.727.2180 Christopher D.Kelley Facsimile:631.727.1767 David M.Dubin o ]ay P Quartararo} www.suffolklaw.com Peter M.Mott Janice L.Snead khoeg@suffolklaw.eom Anne Marie Goodale Extension 269 Bryan C.Van Cott• Direct Fax:631.727.2385 Kathryn Dalli Laura 1.Dunathan Lisa Clare Kombrink Patrick B.Fife December 24, 2014 Fred W.Thiele,Jr. Melissa H.Sidor Kelly E.Kinirons Lauren E.Stiles Town of Southold Patricia J.Russell Planning Department Reza Ebrahimi Bryan J.Drago 54375 State Route 25 John Otto Southold,New York 11971 Bernadette E.Tuthill T Craig H.Handler Attention: Brian Cummings, Planner Alexandra Halsey-Storch OF e Kenneth B th R Lavalle Re: Amended Site Plan Application -N&L Properties, LP/B&L Properties Kenn Kevin M.Fox 8580 Bridge Lane, Cutchogue,NY Karen A.Hoeg Jennifer P Nigro SCTM No.: 1000 - 73 - 2 - 4 • o NY&LABARS } LL SI IN TA%ATION Dear Brian: ♦ NY&Nf OARS As a follow up to your letter dated November 12, 2014, enclosed are four (4) sets of the amended site plan prepared by Kirk Lehman, A+M+L Architecture. Please advise if anything further is needed and when this matter will be scheduled for work session. Happy Holidays! ve, truly yours," Karen A. Hoeg yp KAIV. f Encs. g � OTHER OFFICE LOCATIONS E.1-11----....",r 9 r"l��ti 20 Main Street East Hampton,NY 11937631.324.1200 Southold ow Pl ��iliig Board 51 Hill Street Southampton,NY 11968 631.287.0090 490 Wheeler Road Suite 165G Hauppauge,NY 11788 631.265.1414 56340 Main Road P.U.Box 325 Southold,NY 11971 631.l65.23Uo MAILING ADDRESS: PLANNING BOARD MEMBERS soy P.O. Box 1179 Southold, NY 11971,„ DONALD J.WILCENSKI .r Chair OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTY , 54375 State Route 25 JAMES H.RICH III "0 (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Coo Telephone: �%'� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 12, 2014 Karen Hoeg, Esq. P.O. Box 9398 Riverhead, NY 11901 Re: Amended Site Plan Application for: N&L Properties 8850 Bridge Lane, corner of Bridge La. & Oregon Rd., Cutchogue SCTM#1000-73-2-4 Zoning District: A-C & R-80 Dear Mr. Lehman: am writing as a follow-up to the Work Session held on November 3, 2014 where the Planning Board accepted the above-referenced amended Site Plan Application for review with revisions. Before the Board can commence its full review, it is necessary to provide the following directly to this department: 1. Provide planting details (size, type and quantity) of all proposed landscaping on site. 2. Provide the number of employees for this site and revise the notation regarding the parking calculations by eliminating the "light industrial' use and replace it with the number of employees. 3. Revise the notation provided on the Site Plan to read as follows: "this site is designed and approved for wine-making only, and shall not be open to the public for any reason including events, wine-tasting ,arid"retail,sales". This notation is also to be filed as a. Covenant and Restriction (C&R); Staff will provide you with draft C & R language separate of this letter. If you should have any questions or require additional information, please do not hesitate to contact this office. Sinceerely, in 16,"Cu LI-L--i eE� Brian Cummings Planner cc: Mr. Kirk Lehman, A+M+L Architecture, PLLC WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, November 3, 2014 2:30 p.m. SOUTHOLD TOWN ANNEX BOARD ROOM 2 N13FLOOR CAPITAL ONE BANK BUILDING 2:30 p.m. Executive Session (for the purpose of discussing litigation with Town Attorney) 3:30 p.m. Applications 4:15 p.m. Review Public Meeting Agenda Project name: Ski Standard Subdivision SCTM# 1000-10-10-8 1 Location: On the corner of Montauk& Oriental Avenues, A _ -- es, approximately 1,800' east of Peninsula Road, Fishers Island _ ... ... _ Description: This proposal is for a Standard Subdivision of a 4.98 acre parcel into two lots where Lot 1 = 3.05 acres and Lot 2 = 1.93 acres located in the R-80 Zoning District. Status: New Application -------------- - m.. ._ Action. 1 Review for completeness. Attachments. I Staff Report ... ...... ....._ ......... Project name The Vines SCTM#: 1000 73 1 1 & 73-2-4 I Location: 15105 Oregon Road, Cutchogue Description: This 80/60 proposed Conservation Subdivision will subdivide two R-80 and A-C split-zoned parcels (SCTM#1000-73-2-4 and SCTM#1000-73-1-„ 1) into 7 lots where the total acreage of the parcels equals 36.8 acres C (80% of which will be preserved as openspace). Status: Pending d ''],'' 1 Action: Review revise maps Attachments: ; Staff Report Project name: N & L Properties SCTM#: 1000-73-2-4 Location: Located on the north side of Bridge Lane at the intersection of Oregon Road, in Cutchogue. Description: This Amended 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. New Application Status:, _. Review for completeness, Action. _ _ Attachments: Staff Report Soutnold Planning Department Statf Report Site Plan Application Work Session — Completeness Date November 3, 2014 Prepared By: Brian Cummings I. Application Information Project Title: N+L Properties Applicant: Date of Submission: October 27, 2014 Tax Map Number: 73.-2-4 Project Location: 8850 Bridge Lane Hamlet: Cutchogue Zoning District: A-C II. Description of Project Type of Site Plan: Agricultural Acreage of Project Site: 31.07 acres Building Size ±8,635 sf proposed III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis This amended site plan provides some changes to the 2009 approved plan, including: -Proposed building is now 173' from rear property line (previous plan was 75') -The (3) proposed sanitary systems are located closer to the proposed building and all (3) are located in front of the proposed building, nearest to the existing vines -The approved building location was ±140' from the existing row of vines; the amended building location is now ±35' from the existing vines -The approved plan provided a gravel access road in the rear of the building as a service driveway for the loading dock. The amended site plan provides this access road as all dirt -The approved gravel driveway was ±350' long. The amended plan shows a driveway length of±240' 1 1. Existing: Vineyard a. 20.38 acres grape crop (65%) b. 10.69 acres open area 2. Proposed: Vineyard with non-public wine production and wine storage facility a. 8,365sf wine making and wine storage building — ±9,635sf is total area of proposed structure including mezzanine b. Notation on plan: "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" 3. SEQRA Type Il: 617.5(c)(3) "agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming" 4. Parking: a. Wine making: 5,450sf i. 1 stall per 500sf (LI use); 5450 / 500 = 11 b. Wine storage: 4,175sf L 1 stall per 1000sf; 4175 / 1000 = 4.175 or 5 c. 16 stalls required; 16 stalls proposed (including 1 ADA) Staff: this parking calculation was approved on the previous plan; however, a light industrial use is not permitted on AC zoned land. The number of employees expected for this facility should be provided in order to determine the required parking stalls. 5. Drainage: a. Main Roof area i. (4) 8' x 8' deep drywells b. Canopy Roof area i. (1) 8' x 4' deep drywell c. Loading dock ramp i. (1) 8' x 4' deep drywell d. Gravel area (access driveways; 23,400sf) i. (4) 10' x 8' deep drywelis 6. Exterior Lighting: a. LT-1: Architectural area lighting — Mitre m4 Bollard — 'full cut-off' unit with 26 watt 4 pin compact fluorescent lamp 2 b. LT-2: Architectural area lighting — Mitre m3 - 'full cut-off' wall unit with 26 watt 4 pin compact fluorescent lamp c. LT-3: Architectural area lighting — UCS `fully shielded' pendant light with 42 watt 4 pin compact fluorescent lamp 7. Bulk Schedule Code Requirements for AC zoning district: a. Front yard: (60' min), 297' proposed b. Side yard SW: (20'min), 513' proposed; side yard to NE is sufficient c. Rear Yard: (75' min), 173.4' exists d. Lot coverage: i. 20% maximum ii. 0.3% existing iii. 0.9% proposed 8. Sanitary system & process waste systems a. Septic: (1) 1200gal septic tank; (1) 10' x 12' deep leaching pool b. Process waste systems (OF-2 & OF-3) i. (1) 1200gal septic tank and (1) 12' deep LP for OF-2 ii. (1) 1200gal septic tank and (1) 12' deep LP for OF-3 Note: process waste systems oversized by applicant 9. Landscaping a. Grass is shown as the surface type immediately surrounding the proposed building b. Approx. (5) shade trees are proposed behind building and (2) separate areas for HVAC equipment are proposed to be screened by hedgerows c. Staff: planting type, size and quantity have not been provided for the proposed landscaping V: Staff Recommendations 1. Accept the application as complete with revisions to be made immediately. Once the following information has been provided it is recommended to begin referral process to relevant/interested agencies without having to bring the application back to a work session. 2. Require the applicant to provide a photometric plan for the proposed exterior light fixtures. 3. Require the applicant to provide details (size, type and quantity) of all proposed landscaping on this site. 4. It is recommended that the Board consider requiring the notation "this site is designed and approved for wine-making only, and shall not be open to the 3 public for any reason including events and wine-tasting" to be revised to include "and retail sales" and be filed as a Covenant and restriction 5. Require the applicant to provide the number of employees for this site and revise the parking calculations on the site plan by removing the light industrial calculation and replace it will the number of employees. 6. Updated building elevations and renderings should be submitted for the amended application 7. The applicant should clarify how the "open field" is proposed to be used and/or why this area is not planted with grapes 4 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: N+L Properties Completed by: Brian Cummings Date: November 3, 2014 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. (2) The site plan review fee, as specified in Subsection B below. Editor's Note: See now § 280-138, Fee schedule for site plan applications. (3) A completed environmental assessment form. (4) Nine copies of the site plan. ... (5) Four copies of a property survey, certified by a licensed land surveyor. B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. (b) The name and address of the landowner on record: [1] The names and addresses of adjoining landowners.. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street. (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. (i) A complete outline of other existing easements, deed i. Checklist for Site flan Application Completeness Southold Planning Department restrictions or covenants applying to the property. Q) Existing zoning, including zone lines and dimensions. (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the subject property. 2 Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address systems. (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. N/A (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity and X location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. Notes: N/A=Not Applicable Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness Twomey, Latham, cefebratillrg Direr gars�f Seroce MAILING ADDRESS: Shea, Kelley, Dubin & Quartararo LLP Post Office Box 9398 A T T 0 R N E Y S A T L A W Riverhead,New York 11901-9398 MAIN OFFICE: Thomas A.Twomey,Jr. �J M✓r 33 West Second Street Stephen B.Lathan, Riverhead,New York 11901-9398 John E Shea,Ill Christopher D.Kelley1 1� \ Telephone:631.727.2180 David M.Dubin- `J `J l Facsimile:631.727.1767 Jay P.Quartararo t www.suffolklaw.com Peter M.Mott Janice L.Snead khoeg@suffolklaw.eom Anne Marie Goodale Extension 269 Bryan C.van Cott. Direct Fax:631.727.2385 Kathryn Dalli Laura L Dunathan Lisa Clare Kombrink Patrick B We October 23, 2014 Fred W Thiele,Jr. Melissa H,Sidor Kelly E. i les Town of Southold Lauren E Stiles Patricia J.Russell Planning Department Reza EDtigio Bryan J..Dr54375 State Route 25 ago John A.Otto t. Southold,New York 11971 Bernadette E.Tuthill Craig H.Handler Attention: Brian Cummings Alexandra Halsey-Storch °FC°t,NSEL Re: Proposed 80/60 Conservation Subdivision The Vines Kenneth P.Lavallc Kcvin M.Fox Sketch Plan Application Karen A.Hoeg SCTM No.: 1000 - 73 - 1 - 1 and 1000 - 73 -2 - 4 r ii-hv.irM,^ee nrior,i • °`""` Dear Brian: As a follow up to our letter of September 19, 2014, enclosed is the site plan application for the amended site plan for the winery. Included with the application is the LWRP, EAF, Transactional Disclosure Form, and Applicant's affidavit. Also enclosed is our check for $250.00 representing the filing fee. Please advise if anything further is needed and if we will be on the work session scheduled for November 3, 2014. Ver tr 0 s, i�eli �oeg KAH/lf OTHER OFFICE LOCATIONS: Encs. 20 Main Street East Hampton,NY 11937 631.324.1200 5l Hill Street Southampton,NY 11968 631.287.0090 ;90 Wheeler Road Suite 1650 Hauppauge,NY 11788 b'1.265.1414 56340 Main Road P.O.Dux 325 Southold,NY 11971 631.765.2300 Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date: March 24, 2014 Prepared By: Brian Cummings I. Application Information Project Title: N + L Properties Applicant: N+L Properties, LLC / Kirk Lehmann (A+M+L Arch.) Project Approved: September 14, 2009 Tax Map Number: 73.-2-4 Project Location: 8850 Bridge Lane Hamlet: Cutchogue Zoning District: A-C & R-80 II. Description of Project Type of Site Plan: Agricultural Acreage of Project Site: 31.07 Building Size 8,635 sf III: Analysis (request for approval extension dated March 6, 2014) A. Site Plan Info: a. Approved September 14, 2009 b. Expired: September 14, 2012 c. Extended: September 14, 2012 — September 14, 2013 (expired) B. Approval Details a. 8,653sf Wine Processing Building b. SEQRA —Type II (Agriculture/not open to public) i. The site plan was approved with one (1) condition in 2009, for the following note to be written on the site 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" Staff: this note does not appear to be located on the site plan c. Parking: i. Wine making: 5,450sf— 1 per 500(LI) or 5,450 / 500 = 10.9 or 11 ii. Wine Storage: 4,175sf— 1 per 1 000s or 4,175 / 1000 = 5.175 or 5 1. Sixteen (16) gravel parking stalls required/provided @ 10' x 20' including one (1) ADA compliant compacted stall iii. Truck template provided iv. Aisle widths shown at a minimum 25' (22' Code min) 1 C. Bulk Schedule: A - C Zone _.... . . . Required ... Proposed....... Front 6�0' �.._. 395-6" Side SE 20' 524' Side (NW) 20' 45 combined) 1,538' �.. Rear (to bulkhead) 75' 75' 1. Lot Coverage i. 20% maximum ii. 0.3% existing, 0.9% proposed 2. Landscape Area i. No minimum required for AC ii. 65% grape crop D. Staff Analysis a. SCHDS approval C10-09-0004 @ 553gpd for a "Wine Processing Building" expired September 11, 1012 b. Exterior Lighting: (Page S-3) i. Area labeled as "LT-1" for parking area and walkways shows a footcandle value at 5.6 (within 3' of the 4' high bollard) for the proposed thirteen (13) bollards Staff: 5.0 is the maximum permitted footcandle value pursuant to §172 of the Town Code 1. Page S-3 within the approved site plan includes a "General Notes: " information box with six items including -- fixtures to be full cutoff or fully shielded -- Proposed building is primarily for daytime use and will only require peak lighting capability seasonally. Exterior lights will be shut off at 9pm. V: Staff Recommendations 1. Consider whether the lighting plan should be revised to remedy the proposed bollard lights that exceed 5.6 footcandles or accept the section of"general notes" found on site plan page S-3 as sufficient for this type of use. 2. Require the Applicant to renew approval and permit from SCDHS for the "Wine Processing Building." A new stamp from the SCDHS should be included on the site plan 3. Require the Applicant to provide five (5) revised site plans to include the following: a. Note on site plan with reference to the approval condition September 14, 2009: 2 i. "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" 4. Once approval from the SCDHS has been renewed and site plans submitted with the revisions required above, accept the request for extension of site plan approval and set the application on the Planning Board's next available public meeting agenda. Consider the appropriate extension time to grant considering the plan expired September 14, 2013. 3 "�� r. 'i -t � ; "'{� �j SOLITHOLD PLANNING BOARD �''�E aCT 2 7 2�� --"�''� SITE PLAN APPLICATION FORM ' _. � -�,�; - , ` �r.�,,�.; , � Site Plan Name and Location �-... - - -- � Site Plan Name: N&L Properties. LP Application Date: ��/��/ 2014 Suffolk County Tax Map#1000- 73_ 2 _ 4 Other SCTM �Fs Street Address: 8850 Bridqe Lane Hamlet: Cutchoque Distance to nearest intersection: Type of Site Plan: New X Amended_Residential Zoning District AC Owners/Agent Contact [nformation !'lease list name, nrailii� addre.rs, and hone�lumher vr�lre eo�le helc��,�: Property Owner N&L Properties, LP Street 1200 North Federal Hi�hway. Suite 411 Cicy Boca Raton Scate FL Zip 3343 Home Telephone ��1-:��R-�R�4 Other Applicant q+M+L Architcct�re, PLLC,�ttf1: Kirk I Phman Screet 184 Main Street � � City Southampton State NY Zip 11968 Home Telephone Other F�1-287-7230 - WORK Applicant's Agent or Representative: Contact Person(s)' ' G�Y� e � , Street /"� /igQ Q3 � � / �/ CitY-S�ton-�'I V�('h'eG�State NY Z�p-9-�95$- 7'��/� Of�ice Telephone Other 631-'�1�3$'- WORK *Unless otherwise requested, correspondence will be sent only to the contact person noted here. SilePlan:lpplication/�nrm 2'18%3010 Site Data Proposed construction type: _�New Modification of Existin�Structure �Agricultural Change of use Property totnl acreage or squ»re footagc: 31•07 ac./sq. ft. Site Plan build-out ncreage or square footage: 8635 ac./sq. ft. ls there an eristin�or proposed Sale of Development Ri�his on the property? Yes�No lf yes, explain: See Conservation subdivision application N&L Properties Does thc parcel(s) meet the Lot Recognition standArd in Town Code§280.9 Lot Recognition? Y�„N_ If"yes",explain(and attach any necessary documentation - title report, subdivision approval,etc.) Building Depariment 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 al! uses proposed and existin�. Indicate which building will have which use. lf more then one use is proposed per buildi�g, indicate square footage of floor area per use. List all eristing property uses: vineyard Lisc all proposed property uses: vinevard with non-public wine making facility Other accessory uses: none Existing lot coverage: 0.3 % Proposed lot covera�e: 0.9 % Gross floor area of existing structure(s): 4429 sq, ft. Gross floor area of proposed structure(s): 9F00 * Parking Space Datu: #of existing spaces:�#of proposed spaces: ,� Loading Berth: Yes�,No Landscaping Details: Existing landscape coverage: �5_% Proposed landscape coverage:��% Wedands: Is this property within 500' of a wetland area? Yes No Maybe [, the undersigned,certify that all the above information is true. Signature of Preparer: """"'�� Date: �a '� �a �4 � Site Plnn:ipplicn�ion Farnr 3'!8�?O10 r N &L Properties LP 1200 N. Federal Highway Suite 411 Boca Raton, Florida 33432-2803 State of bg 4cs County of . Town of Southold Planning Office 54375 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Amended Site Plan Application for: N&L Properties 8850 Bridge Lane, Corner of Bridge Lane and Oregon Road, Cutchogue SCTM No.: 1000 - 73 - 2 - 4 Zoning District:A-C &R-80 To Whom It May Concern: of N &L Properties LP, hereby authorize Karen A. Hoeg, Esq. of the law firm Twomey, Latham, Shea, Kelley, Dubin&Quartararo, LLP to act as my agent on the property of SCTM Nos.: 1000 - 73 - 2 - 4 in Southold, New York,and handle all necessary work involved in the site plan process with the Southold Planning Board. 6 t/ , �.,, /../ � m ,�`L / .. r Sworn to before me this �� y r 2014 a o December, ! Notary Public IV�rG ihmmulI�VroNRAE AWESIEIR 42 APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The lap gfSoijilbold's+C de of E hi is co of is n the Qjrj ft[j0—"g.-0MCQM#o4The ngregst f this form Ig IiMylde infomption ymbich can alert the passible conff s o inter sear to take LNhatcJS action is necwqry 12 1juld lame,, YOUR NAME: a ^ 26t- i" .. L . (Lastname,first name,said to Inttfat,unless y o are applying In the name of someone alae or other entity,such as a company.If so,Indicate the other person's or campany's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Pith Mooring Other(activity) , a_ Vt% SaldN1" 00A, Planning ",)Le Do you personally(or throug your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"Includes by blood,marriage,or business interest."Business Interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child Is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest In a non-corporate entity(when the applicant Is not a corporation) Q an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Ap Submitted tbis aI4 day of 7- ,20 f T—r-A r pj, d 4 e- -J' Signature Print Name / . APPLICANT'S AFFIDAVIT STATE OFNEFkole I bA COUNT'" O P14"K acAeN 0-91(e-- l _ being duly sworn, deposes and says that he resides at in the State of NWY&k and that he is the owner of the above property,or that he is the i of the w 1 4- � ..� (Title) (Specify whether Partnership or Corp.) which is hereby making application;that there are not existing structures or improvements on the land which are not shown on the Site Plan;that the title to the entire parcel, including all rights- of-way,has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads;that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same;that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board;and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed bwwner 2 . La Signed ,art or orporte Officer and Title) Sworn to me this T of C)c4Z,6� tYNN F1 , 'd'1,30R1'pG« Errt? J�fp 0s O ssi n ,?0' tary Public NOrN.W Assn Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I. 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. *1_xcepl minor exempt actions inchrding Building Permits and other ministerial permils 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. proppLg�ggion will be ev lua eds to its 54ijiLig4Lt beneficial and adverse effects upon the coastal area which includes all of Southold Town) 1 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. Thtrs each answer must be explained in detail listing-both supporting and non- sunportin fl;acts. 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# 1000-73 _ 2 _ 4 PROJECT NAME N&L Prgperties, LP The Application has been submitted to(check appropriate response): Town Board ❑ Planning BoardFX Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g, capital ❑ construction,planning activity,agency regulation, land transaction) El (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit,approval,license, certification: Nature and extent of action: Facility for the production and bottling of wine and grapes grown and arvestad-o th emises — Location of action: Cutchogue Site acreage: 31.07 acres Present land use: vineyard Present zoning classification: _ 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: N&L Properties, LP (b) Mailing address: 1200 Norah Federal Highway,, SUiUit 411, Boca Raton, FL 33436 (c) Telephone number: Area Code( 561-368-3604 (d) Application number, if any: Will the actionbedirectly undertaken,require funding,or approval by a state or federal agency? Yes 11No x-I 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. IX-1 Yes ❑ No ❑ Not Applicable Attach additional shects if necessan Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable The site is not known to have historic or archeolo Leal significance as outlined in thi5 pQjiQy Attach additional sheets if necessan Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessatn NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section 111—Policies Pages 8 through 16 for evaluation criteria ❑I Yes ❑ No 0 Not Applicable There are no rai related i _ rqicttLLa .f eLt Allach addilional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III — Policies Pages 16 through 21 for evaluation criteria ® Yes ❑ No ❑Not Applicable Attach additional sheets if neecssan Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. Yes ❑ No 2 Not Applicable Th( ray Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if nccessan• 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 ❑ No ® 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. ❑ Yes❑ No 1X1 Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III– Policies; Pages 47 through 56 for evaluation criteria. Yes ❑ No ® Not Applicable Attach additional shccts if necessan 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 ❑ No EJ Not Applicable Attach additional shccts of ncecssin Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III– Policies; Pages 62 through 65 for evaluation criteria. ® Yes ❑ No❑ Not Applicable Attach additional shccts if nccessar% Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III– Policies; Pages 65 through 68 for evaluation criteria. X❑ Yes ❑ No ❑ Not Applicable We a[e ex�)Iorinq the possibility of solar andlar wind poi � t —� PREPARED BY � �� TITLE DATE /020 Z0 Ame tided an 8•1105 Short Environmental Assessment Form Part 1 -Project Information Instructions fort Completing Part l-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part I. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor lnforraation N & L Properties Name of Action or Project: Project Location(describe,and attach a location map): 8850 Bridge Lane, Cutchogue Brief Description of Proposed Action: Vineyard with non-public wine making facility Name of Applicant or Sponsor: Telephone: Q31-287-72M A+M+L Architecture, PLLC E-Mail: Address: 184 Main Street City/PO: Stale: Zip Code: Southampton NY 11968 I.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO 1 YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that maybe affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO i YES If Yes,list agency(s)name and permit or approval: 10 ❑ 3.a.Total acreage of the site of the proposed action? 31.07 acres b.Total acreage to be physically disturbed? 1.5 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on,adjoining and near the proposed action. [3 Urban C3 Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(suburban) ❑Forest RAgriculture ❑Aquatic ❑Other(specify): ❑Parkland Pagel of 3 5. is the proposed action, NO YES NIA a.A permitted use under the zoning regulations? C I' b.Consistent with the adopted comprehensive plan? I�J 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? El Eli 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ® D B. a.Will the proposed action result in u substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? a Eli c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: Proposed well 10 ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Proposed septic tank and leachin 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.is the proposed action located in an archeological sensitive area? L V 1I X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? LA If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline [3 Forest ®Agriculturallgmsslands ❑Early mid-successional ❑ Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES 11 I—L 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, 1:1 E a.Will storm water discharges(low to adjacent properties? NO [:]YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO ®YES dr wells will be installed Page 2 of 3 I&Does the proposed action include construction or other activities that result in the impoundment of NO "SES water or other liquids(e.g,retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site orthe proposed action or an adjoining property been the location of an active or cloud NO YES solid waste management facility? IrYes,describe j-1 20.Hamthe j orthh ee proposed ton or an adjoining property been the subject of remediation(ongoing or NO YES lfYcs,describo: 0 El i IJ 1 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AppllcanUsponsorn c: Lehman Dote: lU_l 20 Signature: PRINT FORM Page 3 of 3 MAILING ADDRESS: PLANNING BOARD MEMBERS oriP.O.Box 1179 Southold, NY 11971 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex 54375 State Route 25 PIERCE RAFFERTY JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR V Southold, NY Telephone: 631 765-1938 www.southoldtow-xmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Departmen Date: November 20, 2014 Re: Deferred Revenue The Site Plan Application referenced below has been accepted by the Planning Board and the funds may be processed to Planning Applications Revenue Account B2115.10. Thank you. Applicant/Project Name & Tax Map # Amount Check Type _ Date/No. N&L Properties—Amended Site 9/18/14-#68248 Plan Application Fee 1000-73-2-4 Twomey, $250.00 Latham,... CK