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HomeMy WebLinkAbout1000-35.-1-24NOTE: OF NY STATE ROUTE 25 EXCEPT AS SHOWN ON APPROVED SITE pLAN EXCEPT AGRICULTURAL FENCING EXIT / / N/O/~ KoNTOKOSTA / / / / / / ) 2O / / ~o SITE DATA ? \ / \ 22.0. SCTM # t 000-35-0t-24 PROPERTY: 825 Route 25 Greenport, NY 11944 OWNER: Jemco Realty Associates, LLC PO Box 67 Greenport, NY 11944 TOTAL SITE AREA: 2,627,975 SQ. FT. = 60.33 AC. VINEYARD: 895,158 SF = 20.55 AC NON PLANTED: 1,732,817= 39.78 AC ZONING: FLOOD: ZONE SURVEYOR: R~0 Zone"X" Peconic Surveyom 1230Traveler St. Southold, NY 11971 LICENCE NO. 49618 DATED:1993 wi update OCTOBER 21, 2009 VINEYARD N/O/F pEooNIC LANDIN6 AT souTHOLD INC. LOCATION MAP S21 '05'50"E OVERFLOW PARKING G~VEL i / / x ? / / / / / BUFFER IN THE FUTURE AS REQUIRED) 982.87'~5 S21 '34'40"£ N/O/F PECONIC LANDING AT SOUTHOLD INC. OVERALL SITE PLAN SCALE 1" = t00' NEW DRIVEWAY SECTION PITC, HE~ 1'0 ~ LONG ISLAND SOUND NOTE: FUTURE BEACH ACCESS LOCATION TO BE DETERMINED IN FIELD. DEC AND '~RUSTEES APPROVAL REQUIRED / / 410.00' \ NOTE: The approved sit~ dewlopnmR plm shdl be valid ~n, a pedod of tlm~ (3) ym's fires. ~a~dals of sppfovnl u i~r ~,=~ ~oo.=~. I~-CE' TOWN OF SOUTHOLD SITE PLAN APPROVAL Ol BY: NS CHECKED BY: NS DATE: APRIL 14, 2010 SCALE: 1" = 100'-0" ~HEET TITLE: OVERALL SITE PLAN SHEET NO,: SP-' 3oI % PARKING CALCULATIONS \IS \ ~.'"" '~ ":~:"~'~':: ..... ~!":'~:;':"' :;~*';' '*" ':: ~' '. ~'""' ''''~ "' '."':" :~"~ BASEMENT FLOOR AREA. 3,349 SF ~ ' ~ ~ ~.,": ~ ~, ~:.~'.~ ~ '...~,-.~m'..~, ~, ,,~-.r' ~.,~'~:~: ~ ..~ ..... . ~.-....,%~ ~ ~. ~,.:~*.~ ~ .... ~ ~ ~ ~.~./ ~.?,. ;., .~,7.,.: ....~:..: %:::..~-< ~ ..~-'-, :.~:~.-- ..... ... :~,~,.......,..,~,.:.,.~r .'~.~.' I FIRST FLOOR AR~: 3 349 SF... -:.~ ,..~. ~. .... ~ ,. c,~. c~..,:~ ~n.~,~.... ...... ~.- "-.~. - ~..-.;~<~%~ ~-.~..' ......... . "~ ?... ..... ,~ ~.~.,.[ .... '.,.. '~. ...... '. ~'.%.~., I SECOND FLOOR AR~, ~~~;'~'""~1' :T .~'-'"~ WEST ME~.N NE 823 SF X '"}}~',~W.7..Y;;,.c';~;~' ~:~:.=~x~,~:u~ ~,,..~ ..... .':[-V'.k ,:~.:' :':T~ ~'~',~.- EAST MEaN NE 898 SF ..... 9' ..*~%.-*ec>~,~;?. 4. ":~-~ =:;-~ ~,~:. ::-r .=~., ' . [ TOTAL: 8 419 SF ~ .... . -. '..~. --v- ...: ...... ·. h,..'~' ,. ~. ,~ ,- 'L ~%,- ~ .<.,~' ,~.% .:.~,~... ~,~ ~,~.,~ :.-' ' ' .~ .~;, ~.::~, ..~ .h..¢~d~.,,..% ~ .':~,~.=..,4%,,~ ~ ~, ~ I PARKING REQUIRED - 1 SPACE / 200 SF ~::~: ,e.. ~..~=~.~ ~ ..~:,-/.~..~.......~.*-..~,~:~] PARKNGPROVDED- 42SPACES . ',' '.,. ".. ,. ,.,' ...' . ~ .:'.,"'." '": ' - .'.'~"., ,':~. ,[':~.'~..: . ~,:, I '"'~'~." .~.:~,.~:~'~ .. ':~'<"~" 7 :,~ ' :,'.'L::,. -'-,,':~:'<~"%'":s'~ "~=:'?.'~."~'~." ' TOTAL. 96 SPACES ~ .... """'."" ~": ""'" ¢' .~' ¢:"/ '"' "',' ';~"' ':: >"" '"" "~"~'" '"'~ '~,., ...*'..- V..'.'~.~......~..... ~ ...",.. '..' '" ~---~~ :' .'-.' .'.-"'.'"~ ~;:~, :~, ~:~.;-< .~..~ ........ .... .......,~.. ,.~,...~..~ .,~....,.,.~<.,.~¢['~:,~'~, ..,. . ..~...~.,..,.¢.~.~"< :~:':-' '.'~;r *.. _~ ~ I~ * ~ . ,.,. ~.., = ,., ...~. -.., ... · . ~ ... ~., =.: ........ ,. ~.... * .,.,.. ~ ~ I ....~.~...-.~ :. ~ .,., - ,...: ~,,~ ..... .~.~,.'.; ,~,.. r,.., ,... . .,, ,' .... ' .... ~,...~ ~.~ ....... ., .,,, ,., ~..- .;~- ., ... :.. ~. ~. ~.~. ,,.~..:~:,~,~.~..~>7,.~.: .: ~=~,.,~..~,, ~=~..~ ~......;,~..¢, ;.¢%, ,,.~,, z ........... .... ~ , '.... ~ ...... :." ...... : ..... '~ ,' ...... ...~ ~- ~ / ', / ', ?. % . - .~ Ir~.. ...., .=7.~'~ ~.&',..~.¢,. ~ E*-~ ~ ,. .~=<-~J. I~.~.,:=~.,.~'. W.. ~. .'=" ; .'~.C, ~?~$1_. . .... . ............. . ........... - ,,, :~~~ ' ~ / ~ / ~ ~ ..... .- ~.* ,~ , .~ ..-~'~L.~ % -¢.~, ? - ~c.:~.? d %'.""~. '~ ~ %.'"'.' '~:.' .".~%P~.~.I .... .: . ~.' .'. :~:.':'~~~ ~ / ~ / L / ~. :--~. .~'. '... , ~,::.~-:,-~,~*.'.,-:~.:-,:.:. ~.~*.:':1 ~. ~ ~,.~-..,~;',~ ~ . . ........ .~ ......... ~ -,,.~ , . . ~,~...~ .....:. , ~,..:-... .... .~ ~ · .. - .,...~- ~ 29 - .... .... .,...,. ~:~ ~ ................ ~ ~ .%. :"..~" :' :."'-";.L: ~o/" X 30 J 'I. J+ ~ ,.~i/"x 30 Z-.':.rL~:.:>,.'~. :' ~ ~ q.- .................. ~ ....... ~ --~ ................... ~ .... .. · · .. -;:.-.-..~ .., ~ I ~,N [ ...... ~ ....... : : ' ~ ' .:'~?-"~ ':~ , i ,~ /~.- ..... ' ~~o~~.__ i · ~'... -:,."~. "~':, ~ , I / / / ...... / ~ ~ '~ ~" , ~ ,. ~.~............. ~ i "~~~~ ~ ~ ~ ~ ~ , , , '~ :~"~ ""~'.-%' ~ I I I~//~ ~ :.:.': I , 1 '" "'"" ':" "' = ' I k 3{ ,.-.,.., ... . ~ .-.. ~ , - ~ X ~~~'ll .i ~ i I~/ X ,.,--..-. .' ~ ~ ~ 33 3- ,, ..~. ~ ~: ......... ~ ..... ~ ~ ~ ~ ~ ~. · . ~ . 32 - 32 . "-..,:-:. %-..;'. ' , ~, '~ ~ IL ..... ~ ....... / / ~ ~ ...... ' · N . LEAGH N~ POOL -:.,...-:.....:., , , U ........... /- :' '-.:'.'"%'.:"-.','. = ~ · ---~ .... ~a~ '] II ~'~ .................. ...: .... ,... , . % 2, /ll~_~,,,qL 2, _,/' EXPAND ON POOL . ~ U ~ -- , , '. "' ,... "'~ J ~--~ ................ I+ 2OI4~ ~l~i ............................ ...... . , . ~ ~ 25 .... -- ....,,; , ~ k ~ /~ / I ~ I ~ ........ . ,.., ~ ~1~ 42" H ~1~1~ I II ~ ~ II ~ I ~ ""~;"' ".' :~' ' ~ / ' ~ll ~ II ~ i I .:-'.... %..,',-.'.. ~ ~ - ~ ~ ~ J 60 SPACES :.' ,.:~;...%'::' '";'~::~"- ............ ~.~ .... )) ~ ........ ,.~L_,, I ....... k.... ..... ~ ........... ~ .... ..... ~l~..~. .1':-~ . ~ - I ......., ,.:~..,,...~ ...-..., .,..-.,. :, · ~.,.....? ..... ..- ~,~:~'::';,:... ~p~-L~jU~.... I ..... ,.~ ................ ~ .............. - . . · . - ,. . ...... , .... . . - x 28 ~ ~ ',...*~ ..,,...~.. ..... ~.~.~,' ,.~..,-. ,,, .~,.,...~...,. , . , -,... ,...,~ ,. '.... *. ....:.,,.. .., .., , ~ , / 'x .-....,.. , ..... ,.-.- ...... - ........ ~.,. .... .~..-... ~...,- --...~ ...... - ...... .. - -.-.. -.. ~...~ , ~ ~ APPROVED BY ' X . . .'" ..' '. ........ ' . '. ' .'..' ~ ' . .' ..... '. . ~ ..'. .' ..... ,~' ~ .%: .... .,...,., L.-,,' .., ~, .',~ .,, L ..... :' .-.': ~. ',- ¢-'.'. ::' .."u.:. .... ~. ~','..~ .. '.,,.'. ~,'~. x ,laN, N~ "~ABD -~ . ~ . ' ....... ' ....... ~.' ..... · - .-'- . '- .~', ......... .... ~ ...... ,. mT~ ~ ~ I[- . x TOWN OF SOUl, OLD .~ ~ ...... ..~/.. ...f~ .... .. .. ~ .. . ~ ..... . .... ,... . ~ ~ .- .~ ~n . ~ x · ~ I ~ ,.~....,:..:,,., ..-...:......L.., ...:. -.:.'...":'..-:~ '. ~:.'~',-.-?....~-~ -:.-..~.-.':~..,.. ,' -'.', '~. ',;,.'-,L . ~:..,~' ~ ~ . ....~ .~.. -'% .... .. ~.-~..%;....': .... . .... .'~.. .: .-. ~ ..... ..~ - . . .... ~ ...... .~ ... , .~ ..... .-,- ,. ~ ...~ . .~.-~ ...... .-,.. ..... ~ . .m. ...... · ....... ~ ............ ,, .~ ~ ~"~ ~1 ~'1~ ~,~ ~ ~ ~ · . ~~.~-~ ~ .... ... . ..:~ -.... . ... .... · ~ . . .. .- · .~., ~ ~ ~ ~ ~ ~.~ ......... ~ . -~ ,. <. ..... ~ ....... ~,.. · ..... . ~ ...... ~, ~ ~ ~ ~ -- ~ '.'. '.../..:.., ...:::'- .- ,.. ".,~.'.':.': .. ::-,' ... ' . ....... '.. . .~..','. ;-..~.. ~-~. ,";~... ~..,'.- .:,.,? , ,.. ~ / ............ I ~ .~.:-.~. /',.: ' :: ' ,.; -~..~:.* ;..,:' ~ .. ,.,...; ',....~ .. ',...."~ .... '.'~~~' ~' ~ "-:.' '.'....:..." L'L ..; .~" :'., ..:. ': ~. .. =. ~ ,,~ ~o='-:" ,' ':'.., '.~.: ~'.,.':;?'"'-' - .:,:",: ',, :'".-- ..'.:'.::'..' ~'~':~".., '". :. ;,..,".'... .... '~ "-: ."'. '-:,.'-:'; . -. ' ~", ~ TOWN OF SOUTHOLD I .:, ~ ".:'":. ~.~ .-' :". '.:; ~: ~'..%-..:.~'L' .'~ ...:'":." ~ ~. :'~ .: ' % ~'~ ;." ~..'.X,~%~..:: .r'::': ~'..~::<" .~ '. :' '"": ~'~ "...~'." :" '~ '. :" ~ 01/~ ~L~I~ ~V~ TII~I~ I ...,.-. ... .. ~,.,.~.~.~ .....~.... ... .........~......~,..: ...... .~ .... ....... ~.. ..... o REVISED: Dec 3, 2010 Dec 22, 2010 JAN. t9, 20tt 1 '~1--. PRO J:7 NO: 0911 DRAWN BY: UT CHECKED BY: NS DATE: APRIL 14, 2010 SCALE: 1" = 20'-0" SHEET TITLE: SITE GRADING DRAINAGE & LAYOUT PLAN SHEET NO.: S ~ ~ ~ H~eo, ..~ T~I~j ~o~j~o~ LEED CERIFICATION STANDARDS ';:~);} ~;~"':;('~' ~ ~,*r,~ P~NT LIST (Native Plants) ; .,::':.-=...;~.:~ ~ ~: ~~ ~ * _ .......... . ~'~ ~~~. ~_' I ~ ON ~ ~ ~ ......... ~.,,~ ..~-., .: .... ~ ~2~g - ' ~'*-:- -.'~- '.' .,'~i~ *E ~ ~ l~ ~ ~r~,~ ~u~ ..... . .... ~ ~,,~ ...... ~er~ ~, . ~:.-- - ~ ~~ ~ - Native O~namen[al -.-.,-,.-:..:--,,- ~ ' ' ~ 271 ~..:.,.::..t,:-~.:..:.: " . . ~ c ....: ..... .:..:. ...- ~._.~ ..-. :...:. ~~~:~t~ ~. --..~, · ...... : / '. Ill ~[~ I~ T ................... "-~'-~L~'::~-~'.~. :':"5~;':~ ~'--' ::: ~ // ,- ..... . ..... .., ~/I; II .... .... II RTIAL SITE LANDSCAPE & LIGHTING PLAN r' ,' ~::.;.- ~:>~= ' :.;,.:.kc. ~H ~Tl~ / SCALE; 1" = 20'-0'' ; ~-'::'::"'~: :"";: ~ -:: , ~. . . - ;,--- ..., :.:'.7, .-. -~- ...,..- :.- .....,.. ~. ':'~; ~.. <.,,':..., .- .-., -.. :,.- >-.t ~..., .--.;',. :' ,,-.:~ . .~... -:, ,--..-.~, -_ ~ ,-' ... :~ .. ...,... ~ ; ~= ~ , ,' '~'*'?;.-::"-:'-.~',-?',:".'--:':' ~- -'-. '.~ .~,, --: .:-. - -:.-- ~ -~---: .... ' ". ...... ,;-'.- :~ '-~ ' ' ' '""'~-.-~' '-'-..*-c"- '" '~ ' "-' ' :..~-'~:.: ..~-..........~.. ~_:...,-. --....,: .. ,.~,.. ......... : .-.~ ..... .....,...:.....~.:.~-.. ,...,....,.~ . .~, ~~.~::~- -~-, ~',.-..--:.c ~-. '.-:-.--:-,:-'~:. ,'~.'< ~-< ~. ..... ;',=,~.::"~ ..~:-'.~-: .~ ...... 7:-,--. .~,' ;~'. ,:,",:~'{...'..'?. :~,:.'.';."~~;; , '- " :.,-': T-..L'..'.:?'~.,:':d ". ;;.;- :,~-.:, . .....,.. ....... .... ...... ... ,.~~:: ~..,...................,. .... , .... ~-- r...¢....,:.~--.'...=.,: ..... ~y.....;-.... ,:>.-.. ..::~... ~ .-,- .... *;.:..-~ ,..,-.:., ~:.**-;:, ,:.-.,..-:,..--,..--.. :,.-..- ,.¢... --~ .~v-- .... -~---'", .... · ........ - ....... - ....... ' .... ~¢L~ '~:'~- ~-.'.-- _,, ,.~ ..... ~ ,....,, .~ ..... . ,~. ....... · , ...:.,-, . , ~ .. , ,. ,~ .., ......... :..= ~[~ -~.::: ~ .. ~... . ,: .... .--- .--. .. .. ......... :.,- , ............. ..-- . ..... LD ....... . ............ .,... , . ~ . _ .,.. .. ,.~:,-:;. ,~, ~ so _ . . ........ · ...................... UTHO · : '.-. r~:.-:---'-L.:--' .-'~.:-= ....... : .... -~..( ..~..-.~..:;~'.-...~-~- '...'..L..-: ........ .j..zT...T.~.~.~. ~ ~ I~ I / / -.,. .... ~.; .... ~.........~..,..~....,.,.. ..... ~....., ....,....~..... .... ., .-, .;~-... .......... ~-, ~ ~ , ~ ..,'---~'..."~, -: :"-:- ..-~;"-.: '-;-:'*: - :"~ -' .~. '.?.:'~ - _"-~-.'V .':,. '...' .;: ,.:~ :'..: --.'- ' .,,:--'~ ' "' ' "' -- ~x~, " r :"; : ..... - - ~'~. ~'- ' ~-~""' .,-'~"-"~'"". ..... ..-'-'.:'"' .-'"-~'-, ". ..... ,.'--'"'-:~-- ",---<: .", :'.:~ ~ ~t ........;... .. ... .... ..... ....~. :........ ~.._ .:~...~ ....;.: .... ~.....¢ ....... .. ~......~G~ . ~. r,~ .,~..,~...-~....~. .~,,,=. . ;~.~. ..:.,.-~ .,~....:. , :.~,.-...~. .... ~ .,. ~..~ .... ~:~. .. ,.. .... .:.. _ TURBINE I ':~" ~'""~'":" ~'~'~"'"~""' ""~:'" ':"'~':"~";; ~:'' '~"'"-:'"~;"; ~.'.~-. ~.-...'-, '...,:;'~ ~ ~...~'..~ .... .:.-~,. :,.-:%-; .~,:~.'. -,~ .~ -~,, .,,;..., .:-~,:., .:. --.,.., .... ,. --¢ .-:-..~ -~...... I JAN. Iq, 2OII - ~ REVlelONe) el el UT CHECKED BY: NS DATE: APRIL 14, 2010 SCALE: 1" = 20'-0" SHEET TITLE: SITE _ANDSCAPING & LIGHTING PLAN SHEET NO.: pOLr= EXIOT. O'~ POLE (LIPA~4~) 0 r=XlCT, f=l~,~ - HY'~P. ANT I VlNDYA~2 % x , ., ix, ,.. , / EO~E OP "'*'"'" "' ' "' "' '(' ~ ~ ~-~ x / TO LO~ / / / Ot~.AINAOE 'Fo \ ~:XISTINO VI · PARTIAL SITE PLAN ~?: ~ SO.bE: ~" ~ 2O'-O" ~x ~ ~OW~ OF SOUTHObB REVISED: Dec 3, 20t 0 Dec 22, 2010 JAN. 19, 2011 I- >. / PR-O~E~?O: 0§11 DRAWN' BY: UT CHECKED BY: NS DATE: APRIL t4, 20t0 SCALE: 1" = 20'-0" SHEET TITLE: SITE GRADING DRAINAGE LANDSCAPE & LAYOUT PLAN SHEET NO.: S ,j=LOOR IDT~,AIN~ IN = '~J' / BUIL~IN~ T/P EL 21,0 II"LTOP OF POOL / = DUILIDING ~ALL CRADE LINE ELEVATION + 20.q FT. ~A~TE ~ATE~ P~OFILE FO~ ~INE~Y ~ ' ~ NO ~OALE ~ ~' ~ ~ ~'~'~"~'~ SEPTIC TANK 2000 GALLON ; "'~"'~ ~ ~ ~ ~ ~ "'~ SEPTIC SYSTEM ,.T.S. WASTE WATER ~Y~TEM u,T,s. WA~TD WATER ~Y~TEM" ~ ~ WASTE WATER CALCULATIONS ~'*'--~ ~PICAL LEACHING POOL DETAIL ,,: · _~_ I. WASTE WATER PROCESSING N.T.S. SEPTIC SYSTEM ~ · WINE PRODUCTION AR~~; h_ ,,::~ ~ ~ WASH DOWN OF WINE MAKING EQUIPMENT 395 GPD '.', ,' ~ ~ TOTAL WASTE WATER PROCESSING 395 GPD . ~ WASTE WATER PROCESSING REQUIREMENTS: WASTE WATE. S~STEM- SSS GeD GREASE T~P I.SE~LEMENT TANK: 395 GPD x 2 DAYS FLOW = 796 GAL SANITARY CALCU ~TIONS,.~.s. SEPTIC SYSTEM (~) 1,200 GAL SETTLEMENT TANK (STL) (8 FT DIA x 4 FT LD) I. ALLOWABLE DENSI~ 2.L~CHING POOLS 395 GPD I 1.5 SF I GPD = 263 SF TOTAL ACK.GE: 39.78 ACRES (NON P~NTED ~NEYARD) use ~0 FT O,A x ~0 FT .T .OO~ ~.) .~O.OaEO~Oa~CA~ ZO.E: ZO.e W TEST HOLE EFFECTIVE DEPTH (t0 FT. D~. X 9.67 FT. HT.) ~ 303.6 S.F. WATER SUPPLY: PUBLIC WATER aY MARK Mc~N~D PLUS 50% ~PANSION (EXP): 10 FT DIA x 10 FT HT ALLOWABLE DENSI~: 39.78 Acres x 600 GPD. = 23,868 GPD. ~o SC~E SOUTHOLD, NEW YORK t197t D~INAGE CALCULATIONS: S.TE Oe.S~ CA~CU~T.O. T.~T.O~E WINERY: IFT. DARK BRO~ LO~ OL ROAD ENTRY / CURB CUT AR~ PARKING AREA 1. TASTING ROOM (5 GPD/Occupant) 3 FT. eRO~S~LT ~L DRY WELL AR~ X ~INFALL X RUNOFF FACTOR DRY WELL AREA X ~INFALL X RUNOFF FACTOR 5 GPD X 98 Occupan~ = ~0 GPD 2. OFFICE SPACE (0.66 GPDISF) 4 FT. BROWN SlL~ BAND W120% G~L SM ~ 1,5768F. X (2/12FT.) X 1.0~263CU. FT. (D~"A" 14,662SF. X (2112FT.) X 1.0~2,~CU. FT. ~' USE: (t) 8' DIAMETER x 6' HIGH POOL USE: (4) 8' DIAMETER x 12' HIGH POOL 0.06 GPD X 1,~8 SF = 89.9 GPD (1 ) 8' X 6' STORM D~IN RING - 25~ CU. FT. (4) 8' X 12' STORM D~IN RING - 2,026 CU. FT. 3. WINE PRODUCTION (0.04 GPDISF) BROWN FINE TO COARSE 8~D 8W USE: (~) 8' DIAMETER SOLID WALL DOMES USE: (1) 8' DIAMETER x 4' HIGH POOL 0.04 GPD X 3, t47 8F - t 25.9 GPD (1 ) 8' SOLID WALL DOMES - 54 CU. FT, (I) 8' X 4' STORM D~IN RING - 168 CU, ~. 4. ~TAIL (0.03 GPDISF) 2a ~ .............. ~ REQUIRED USE: (5) 8' DIAMETER SOLID WALL DOMES 0.03 GPD X 565 SF a ~6.9 GPD NO WATER ENCOUNTERED APPROVED ~Y 307 CU. FT. > 263 CU. FT. (5) 8' SOLID ~ALL DOMES ~ 270 CU. FT. TOTAL S~E DENSI~ FLOW = 7~.7 GPD OVERFLOW PARKING ~ REQUIRED P~NNING 0OARD OR~WE~ *.~ X ~,.~ X .U.OFFFACTO. ~.aS~CU.F~. . ~.~CU.~. ..OdECT.OTO~.OE.S.~ (DW)"E" ~S,424SF. X (21~2FT.) X 0.a-~S42CU. FT. CRUSHING I LOADING AREA SITE DATA TOW, o~ (3) 8' X 12' STORM D~IN RING - 1,520 CU. ~. (D~ "B" 3,545 SF. X (2112 FT.) X 1.0 - 591 CU. ~. SEWAGE DESIGN FLOW: SCTM & 1000-35-01-24 DAT~ USE: (3) 8' DIAMETER SOLID WALL DOMES USE: (2) 8' DIAMETER x 6' HIGH POOL WINERY: PROPERTY: 825 Route 25 (3) 8' SOLID WALL DOMES - 162CU. FT. (2) 8' X 6' STORM D~IN RING - 507CU. FT. i. TASTINGROOM(SGPD+2.SGPDIOccupant) Greenpo~,N' 119~ ~ REQUIRED USE: (2) 8' DIAMETER SOLID WALL DOMES 7.5 GPD X 98 Occupants ~ 7~5 GPD OWNER: Jemco Real~ --*~-*-- ' 1682 CU. FT. > t642 CU. FT. (2) 8' SOLID WALL DOMES ~ 108 CU. FT. 2. OFFICE SPACE (0.06 GPDISF) PO Box 67 A___ ~ ..... ~ REQUIRED 0.06 GPD X ~,~8 SF = 89.9 GPD Greenpo~, NY 119~ 615 cu. FT. > 591 CU. FT. 3. ~NE PRODUCTION (0.04 GPD/SF) TOTAL ROOF STRUCTURE 0.04 GPD X 3,147 SF - t25.9 GPD SITE AREA: 2,627,975 SQ. FT. = 60.33 AC. ~IN WATER ON ROOF AR~ TO BE DIRECTED TO 4. RETAIL (0.03 GPD/SF) VINEYARD: 895,158 SF - 20.55 AC UNDERGROUND STOOGE TANKS. ~IN WATER WILL BE USED 0.83 GPD X 565 SF - 16.9 GPD NON P~NTED: 1,732,817= 39.78 AC FOR ~NDSCAPE IRRIGATION. LEED CERTIFICATION - O~RFLOW S~AGE FLOW = 982.TGPD WILL BE DIRECTED TO SAME SIZE DR~ELLS TOTAL SITE SEWAGE FLOW = 967.7 GPD ZONING: R-80 STOOGE AREA X ~INFALL FLOOD: Zone "X" TANK 3,803 SF. X (2112 FT.) = 609 CU. ~. III. SANITARY SYSTEM REQUIREMENTS ZONE ~K) "C" USE: (2) 8' DIAMETER x 6' HIGH P~L SEPTIC SYSTEM - g67.7 GPD (2) 8' X 6' SOLID WALL RING ~ 507 CU. ~. SURVEYOR: Peconlc Su~eyom USE: (2) 8' DIAMETER SOLID WALL DOMES 1.SEPTIC TANK (ST): 967.7 GPD x 2 DAY FLOW - ~,935.4 GAL 1230 Traveler St, (2) 8' SOLID WALL DOMES - 1OS CU. ~. USE MINIMUM: 2,000 GAL SEPTIC TANK (t0 FT OlA x 4 ~ LO) Southold, NY 11971 AREA X ~INFALL USE MINIMUM: (8 FT DIA x S FT LD) MCENCE NO. X DRYWELL 3,803SF, X (~2FT.) -600CU. FT. 3,L~CHINGPOOgS(LP):O67.TItSS.F./GPD=~4S.F. DATED:~993 w/ update (D~ "C" US~: (2) 8' DIAMETER x 6' HIGH POOg USE MINIMUM ( 3 - 8 FT. DIA. X 9 ~. HT.) OCTOBER 2~, 2009 (2) 8' X 6' 5TO~M ~IN RING = 507 CU. FT. EFFECTI~ DEPTH ( 3 - 8 FT. DIA. X 8.67 FT. HT.) = 650,25 S.F. VIN ~YARD USE: (2) 8' DIAMETER SOLID WALL ~OMES PLUS 50% ~PANSIO~ (E~): 2 - 8 FT DJA x 9 FT ~T {2) 8' SOLm W~ Do, us- ~o8 cu. ~T. TOWN OF SOUTHOLD ~ > ~ SITE PLAN APPROVAL REVISED: Dec. 3,2010 Dec. 22,20t0 Jan.19, 2011 OF NEW 1109 NS & NS APRIL 14, 2010 SCALE: NO SCALE SHEET TITLE: DETAILS/ ~ALCULATION~ SHEET NO: MAIN Ef EXIT ,i ? / L~ ~ //:2 / ~ ~ I 1 ~ ~ ~ :~ ~ ~ ~ :~/~~ I= ' ',~ ~ ',t~ / /~ m I ~ ~ ~ ~ ~ ~ ~ ~ - ~ P X - ~ ~'vOvX, N/O: 5 - 1 'q . * ~ ' nE RI ~ t~1 ~RBINE __J . / ~I 55 ~ I Io INC. N/Off pECONIC LANDING AT soUTHOLD / / / / / / $21 'O5'$O"E N/O/F PECONIC LANDING AT SOUTHOLD INC. LOCATION MAP TEST HOLE DYMA..McDO.ALD NO SCALE GEOSCIENCE TEST HOLE DATA (41612010) SOUTHOLD, NEW YORK 11971 GRADE EL:26.8' 1FT. DARK BROWN LOAM eL 3 FT. BROWN SILT ML 4 FT, 23 FT. BROWN SILTY SAND W/20% GRAVEL SM .~, BROWN FINE TO COARSE SAND SW I NO WATER ENCOUNTERED OVERALL SITE PLAN -SWPPP SCALE 1" = I00' ~~. 100 200 300 400 500 GRAPHIC SCALE GENERAL STORMWATER POLLUTION PREVENTION NOTFR SITE DESCRIPTION Development activities for this proJerd will consist of the consb'uc~n of a new winery building along with air associated site work. The site work will Include: grading of the proposed road and building surfaces: installing ~e pmpesed drainage spoctures Installation of proposed sanitary system and water fines; elect~c lines; wted terblne paving of the proposed mad; consto~ction of the building..NI Impmvemerds are to conform to State, County and Icca[ standards and spaclflcations. GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITF 1. Installation of erosion centrol measures (slit fence beders, slope stabe~lza~on, construction enVance). 2. Grading of the proposed mad 3. Installation of drainage sthJctores, sanitary and water & electric lines. 4. Installation of remaining erosion control measures (inlet protec~on). 8. Excavation of the basement and covington of winery. 7. Final landscpathg SITE DATA Site Area: 6022Acres Pm-Devetepmerd Runoff Coefficlenti 30.(]0 % (light vegetation) Post-Development Runoff Coofflcenti 32.2 % Soil Classification: See test hale Receiving Waters: Low pelnt on site POLLUTION CONTROL MEASURES In accordance with the provisions of the USEPA General Permit, stortn water management and ereslon and sedlmerd control measures Including, but net limited to, the fdteWlng ebell be employed during consf~uctien: A. Exls(]ng vegetation to remarn shall be protected (by Installation of constru~o~ fence or other approved means) and shall remain undlstuthad. B. Clearing and Grading shall be scheduled eo as to minimize the extent of exposed areas and the length of time that areae am exposed. A maximum of 5 acres shaft be disturbed at one time unless written permission Is granted by the NYSDEC. Graded and sMppad areas shall be kept stabilized through the use of temporary seeding as squired. Seed mlx~ums shall be In accordance with the soil conversa0~n sewlce recommendations. C. Bare sells shell be seeded wlthth 14 days of exposure, unless constmc0on will begin within be seeded immediately. a. Seed pmpara(]on - ecatify soil if compacted, remove dedds and obs§clles such as a. Ryegrass (annual or perennial) @ 3(] lbs. per acm (0 7 lbs per 1,0(](] nq ft,) b. Cer~fled "Arcostook" winter rye (cereal rye) @ 100 lbs. par acre J~ ~he ~wner~parat~r~c~n~ractor ~s respanste~ for ~nspecti~n and pr~par matutenance of ~r~s~ c~ofre~ measures. Inspae,ons mute be performed by a certified erosion control specialist, licensed engineer every seven calendar days and Immediately after padbes of mtufall greater General Permit shall be posted al all times. - PLANNING BOARD TOWN OF SOUTHOLD SITE DATA SCTM # PROPERTY: OWNER: TOTAL SITE AREA: VINEYARD: NON PLANTED: 1,732,817= 39.78 AC 825 Route 25 Greenport, NY 11944 Jemco Realty Associates, LLC PO Box 67 Greenport, NY 11944 2,627,975 SQ. FT. = 60.33 AC. 895,158 SF = 20.55 AC ZONING: R-80 FLOOD: Zone "X" ZONE SURVEYOR: Peconlc Surveyors 1230 Traveler St. Southold, NY 11971 LICENCE NO. 49618 DATED:t993 w/update OCTOBER 21, 2009 CHECKED BY:Ns SHEET TITLE: OVERALL SITE PLAN SWPPP SHEETNO.: VINEYARD TOWN OF SOUTHOLD SITE PLAN APPROVAL SPDES - GENERAL  'PRIVATE s'r 'nNe I'AS'TIN~ AREA m~ _ r ~-~ I - ! r ~ r RAILIN~ ~ ~ ~T IIIIIIIII SECOND FLOOR PLAN SCALE: 1/8"= 1'-0" HEZZANINE I=LOOR AREA:&q4 SI= (NET) IflALK.v~y TOll.Er HAIN ENTRY TASTING, ' IDAR T AREA C. laJ..~-J~lN~, FIRST FLOOR PLAN SCALE: 118" = 1'-0" BED IC, ASE STOR~A~ ,E BASEMENT PLAN SCALE: 1/8" = 1'-0" IDA.GEl,lENT AREA: 5402 5F (~RO55) APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE TOWN OF SOUTHOLD SITE PLAN APPROVAL t;.EVIDIOND: JULY 2q, 2OIO t:~EDUIDI'~ITTAL JAN. (NO Ol DRAWN BY: NS CHECKED BY: NS DATE: APRIL 14, 2010 SCALE: 1/8" = 1',-0" SHEET TITLE: FLOOR PLANS SHEET NO: 1 ~oo~ SOUTH ELEVATION SCALE: 1/8" [] 1'4)' MATERIAL LEGEND EXTERIOR WALLS: CEDAR SHINGLES (STAINED) ROOF: STANDING SEAM METAL ROOF DOOR & WINDOWS: MARVIN WINDOWS - ULTREX - WHITE TRIM/CASING VERSATEX TERRACES: BLUE STONE RAILINGS: COLOR COATED ALUMINUM ~ESt.)Bf'41TTAL JAN. I~f, 2011 - (NO ~..E¥1510NS) NORTH ELEVATION SCALE: 1/8" = 1'-0" EAST ELEVATION SCALE: 118"' = 1'4)" TOP OF WEST ELEVATION SCALE: 118" = 1'-0" APPROVED BY PLANNING BOARD TOWN OFSOUTHOLD TOWN OF SOUTHOLD SiTE PLAN APPROVAl 1109 DRAWN BY: NS CHECKED BY: NS DATE:APRIL t4, 20t0 SCALE: 1/8" = 1'~)" SHEET TITLE: BUILDING ELEVATIONS SHEET NO: