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APAR'OWDIII* � EAST 6uTTITNCK c:•{•-ITeH'Vc; JE +4f II93Cj
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PLANININ 1111i
TOWN of SOUTWOo 11935
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ITE D Pap DATE C U CM
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SCTM# 1000-10
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OWNER: PELLEGRINI VINEYARDS - mom
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' 23405 MAIN ROAD I � \5 - � L=am
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CUTCHOGUE NY 11935 q -
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Telephone#734-4111 P.0, *13KME,1,;5 N9
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SITE AREA: 35.918 Acres
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ZONING: Agricultural Conservation (AC) IRT
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SURVEYOR: Roderick Van Tu I, PC, Greenport, NY 11944 =-a-� 1 Q / X2.0 - I r. .. 0 35 .ivO�
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Y P V A / . O I - �-��. Q�� � '� - 1 �K �� GLJ TGrid 41JE NY 1143
NY License #25626 -, �] � O ul /�� / /, % " AQQ,00 V ,,' .'
Dated 4/7/86 . \ o \ hY ?Tpz 70" r i ' I [ �` "__ ' I i O
NOTES: Elevations shown are based on: O ❑ - _ ____
Suffolk County Department of Public Works Topographic Map K` R o g y >N ZT' Sz' D' a,l"y+! L E ,' ,! 3 . _ armor 3: (
Shoat#BET 38 �NRY
, rte , / u �x
BGO eat co"„J , O
Total gross floor area - 18,590 of O ''25 I �sZ q� i _ -' 3 (� lAi' I '� Z
Q 10°k = 1,859 ft - �� i v - !� ' �� �� ' W ■am tU
I ,b� i/ �� / . - J Teo, A5' Zo,� i
gg
Distance to nearest public water main - 5,520 feet / +` 1 a' 1 i i - 1 559 .48
Dree.Ehl+Y rrRY �- i �• Z
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�_ -AFT LK:a'_' l
The locations of wells and cesspools shown hereon are from ° �,I \
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field observations and or data obtained from others. m4• « +r l . I„Fcp �* g lt �13 % n l l g Z % Z r t
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SANITARY DESIGN CALCULATIONS - , --- - - -
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I. ALLOWABLE DENSITY
315,3-�! E ~ C1
sYf3TEMI - - _h '
0.
TOTAL ACREAGE 35.918 ACRESO 54 I.
6 2b' - -
TOTAL AREA USED FOR AGRICULTURE 27.91 ACRES q• b 1• ��IT(?n� __ ___ � t %��;ptt � I �
NET AREA FOR CALCULATION OF ALLOWABLE DENSITY 8.008 ACRES ! ZqrRq^ ) 146 X08 s,26'll"�"e Q
I ' 20' 291 2 /" s I 410 ,
HYDROGEOLOGICAL ZONE IV �D o o \�� i1L/ISD FCc1T -Rl c11J3 000 ,- 149 W
WATER SUPPLY.- PRIVATE WELLSloao ` a12b1.lIJJ�N19A��nRY - �,% c.�*r•= Na'I'IaIN PP-OI , �
y jo - 10 4 ,. l-- lsi:'7 a t SYST.�
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8.088ACRES X300GPD lACRE = 2,402.4 GPD
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ELL0rsROIYJ „ 1JGtrLc _r�'Uup +�1T-h' 1 r -" " �pEN cITY , NY 11530
IL DESIGN FLOW N1aGAi-L U -
276 SPrAiJC 9T, 2
A. EXISTING $01 SYSTEM 1 '3 1_ifu i --
/
WINE TAST (SANITARY WASTE)
L SALSS _ 289 SF X 0.06 GPD/SF = 17 GPD
2. 2"" FLR ST E 814 OF X 0.04 GPD/SF = 33 GPD
3. WINE TASTING/SALES ARE=A
1259 SF X 0.10 GPD/SF = 126 GPD DR1e Y -t
4. STORAGE UNDER TASTING
_
3603F X0.4 GPD/SF= 14 GPD
TOTAL 190 GPD
B. RENOVATED SANITARY SYSTEM 2
PROCESSING AREA(SANITARY WASTE) FLOOR AREAS BUILDIN6WALL
1. TASTING ROOM 140 SF X 0. 0 GPD/SF = 140 GPD
i 0 1 GRADE LINE ELE ATION 2 26.5 FT.
2. OFFICE 220 SF X 0.06 GPD/SF = 14 GPD KEY PLAN WINE TASTING AREA MIN. 2' MAK.
- 1. SALE FISF
�
_ SOF CEo x
289
3. LOBBY/LbUNGE 1300 SFX 0.10 GPD/SF 130 GPD � • Q
4. MEZZANINE 390 SF X 0.10 GPD/SF = 39 GPD Scale: 1" = 20U' 2. 2"d FLR STORAGE 814 SF 1/4„� G ° o
S. BARREL STORAGE 7930 SF X 0.04 GPD/SF = 318 GPD 3. WINE TASTING / SALES AREA 1256 SF V8 Fr. z 3
8. LAB WINE MAKER I STORAGE 4. STORAGE UNDER TASTING 360 SF f Ff. , LE �Hihi�a w . U. ' Z
LL
200 SF X 0.06GPD/SF = 12 GPD NOTE: Key Plan is drawn at scale of V=200', and with contours at 5'
7. FERMENTATION 3300 SF X 0.04 GPD/SF = 132 GPD intervals. This is due to the large site area, and extent of adjacent PROCESSING AREA (SANITARY WASTE) E. +25.0' ¢
E. +24.3'
8. STORAGE 810 SF X 0.04 GPD/SF = 33 GPD properties within 500' of project property lines. 1. TASTING ROOM 1400 SF 5
EXISTING BARN & CASE STORAGE (SANITARY WASTE) 2. OFFICE 220 SF E. +24.80' IE. +24.22' ~ '
9. CASE STORAGE 1500 SFX 0.04 GPD/SF = 60 GPD 3. LOBBY/LOUNGE 1300 SF N
10. COVERED STORAGE 480 SF X 0.04 GPD/SF= 20 GPD 4. MEZZANINE 390 SF
TOTAL 898 GPD PARKING CALCULATIONS 5. BARREL STORAGE 7930 SF
6. LAB WINE MAKER/ STORAGE 200 SF SEPTIC PROFILE
(N.T.S.)
TOTAL SANITARY FLOW(SYSTEMS#1 & 2) = 1088 GPD USE AREA REQUIREMENT SUBTOTAL 7. FERMENTATION 3300 SF
WINERY BUILDING 8. STORAGE 610 SF
111. SANITARY DESIGN Tasting Rooms 2680 sf 1/200 sf 13.4 spaces L KING CMT IRON RA R A 0 Do v:TO ED
A. EXISTING SANITARY SYSTEM 1 Office 220 sf 1/100 sf 2.2 spaces VINEYARD BUILDING 6R DE IF DIS FU& ION GA 069H VAT L �51Ea 4y
WINE TASTING /SALES AREA-190 GPD Lobby/Lounge 1300 sf 1/200 sf 6.5 spaces 1. Case Storage 1500 SF FINIa ow.De �" �s °• s+,y
2. Vehicle Stora �' a
Storage 460 SF o ,•
1. SEPTIC TANK 190 GPD X 2 DAYS FLOW = 380 GAL Mezzanine 390 $f 1/200 sf 2.0 spaces � r �
N
(EXISTING) SYSTEM -900 GAL. RECTANGULAR TANK Barrel Storage 7930 sf 1/1000 sf 7.9 spaces ,D• „ n Y ''
TOTAL GROSS FLOOR AREA OF BUILDINGS 20 249 _
Fermentation
Maker 200 sf 11500 sf 0.4 spaces 15 N Tri Foos ewes
2. LEACHING POOLS 190 GPD 11.5 SF/ GPD = 127 SF Fermentation Room 3300 sf 1/1000 sf 3.3 spaces Ia NOT avolwrt TO aNADe - o
(EXISTING) 1 EA 8' DIA X 12' DEEP POOLS = 301 SF Storage 810 sf 'IM000 sf 0.8 spaces
NP
B. RENOVATED SANITARY SYSTEM 2 VINEYARD BUILDING MIN.4'DIA Pr ;ecr No:
PROCESSING AREA- 898 GPD Case Storage 1500 sf 1/1000 sf 1.5 spaces / OIC 2+ FIS 2102
"CHC MIN.
1. SEPTIC TANK 898 GPD X 2 DAYS FLOW = 1796 GAL Vehicle Storage 480 sf 1/1000 sf 0.5 spaces I'a'R' Drawn By:
NEW USE MIN. SYSTEM - 1800 GAL. SEPTIC TANK TOTAL PARKING SPACES REQUIRED 38.5 spaces MIN O Ȣ JT
NEW( )
OR FGUIVALCNt
In FITGED
2. LEACHING POOLS 898 GPD 11.5 SF / GPD = 599 SF O O ® ® ® k va•n Checked By:
KIN SPACES PROVIDED 39 spaces
TOTAL PARKING p
/ S
- T
PROPOSED 2 EA 8' DIA X 12' DEEP POOLS - 602 SF ,uru
Na
(EXISTING) 1 EA 8' DIA X 12' DEEP POOL PARK BROWN IAOl a, - IMPROVED SITE AREAS ` ® ® ®
Date.
(NEW) 1 EA s' DIA x 1z' DEEP POOL eRavN sun taN , 0/ t9 o i
_ _ _ _ +•s, INTERIOR SPACES _ t
Existing Basement 6850 sf - A ® ® Scale:
� HEALTH SERVICES r<� � � A6 No TEV
K COUNTY DEPARTMENT OF Proposed Basement 3120 sf Sheet Title:
L P
SUFFOLK �, I �,
ON
ONLY
CONSTRUCT/ _ , _
APPROVED FOR � I - .�� Existing First Floor 5210 sf L
8 �P
Ex s
p - o I -O°i7 ROW � ,_ , Proposed First Floor 660 sf
t - P
. REF.NO. h BROWN M P �'b• R
H.S R.:E ED:.YI P Sl K
w/NSR r,e EY MAP
TYPE �IEG 16 TO ID mER�e�wo Existing Mezzanine 830 sf n 1
TMs approval is granled jos rho construction of the sanitary Existing Vineyard Building 1920 sf ¢D• a g
disposal and water supply lacilltles pursuant to Articles VB and o S
r :L ,d Tbla'r EXTERIOR SPACES �T a s MIN.
7 of the SuffoO(CoLmty Sanitary Code and is not an euprosaed '�` r, �I��r- I n -
nor Implletl approval to discharge from or occupy the •I,I a,w�ui ' ixiai4vk Existing Covered Areas 2850 sf ~�••"� a a OUTLET-�
nor IMPIle shown. THIS APPROVAL EXPIRES THREE (3) Proposed Covered Area 840 sf '"`"`�`""� FLOWatTu -N�•a.u... a•DIA.
YEARS FROM THE DATE BEL
Existing Terraces 4130 sf u e ± °
NOV 2 Proposed Terraces 2080 sf
Sheet No:
DATE SIGNATURE Existing RampslWalkways 2660 sf f °
Proposed Ramps/Walkways 1060 sf n k
ry MIN.ABOVG 6PDNIDYIAT@t �,
_��- TOTAL IMPROVED SITE AREA 32, 200 sf
BAr,N MAAND TO�
TER IN PALE BRDVYN r i
� �
23, PERCENTAGE OF SITE DEVELOPED 0.02 % N V IIAIN S ATA
ID'-O' OF&kNP Arra GRAVEL
_ TEST HOLESEPTIIC TANK cr TYPICAL LEACHING POOL DETAIL
TEST HALE UM OCTOW 11 1091 - &N- oT To scALE N.T.S.
BY MCDOMALD OEDSCE1111M 11101JITt10LD. N.Y.
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SANITARY SYSTEM 1 - EXISTING d, _ i ! i "" \ 6 b ' /7
WINE TASTING/SALES AREA
900 GAL. SEPTIC TANK s I 1 `^ / RI✓1rISIotJ�,
N 1 \< LAWN
8' DIA X 12' DEEP LEACHING POOL 7111102
SANITARY SYSTEM 2 - RENOVATED — \
I , v
I PROCESSING AREA
(NEW) 1800 GAL. SEPTIC TANK .&11T. DiA, . '1 FT, NT \ ANEW i
W (EXISTING) 8• DIA X 12' DEEP LEACHING POOL
1 I I \ . " KavlsL AREA
l 1 A - FOR FAM 9QUiPN6NT �-� �_�
H Z (NEW) a' DIA X 12' DEEP LEACHING POOL i II
of 3 i ��
it- 2 ----- ---- 5 / i
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\ E R97M L 9TE ( � Aaoi1J I'rA nC Scale:
2„' .- --•� c)rAL�"d•d kt9�ttlt,LU,k�UFFOLKCOUNTY
f 4 Zre hA� WI$T HI q Ft oHAUPPAUGC, IVY-- ----' - Sheet Title:
F.Losq T? RGPMIN No # 4 .y
D IT q7T 4gIIT _ ' N -- \
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SheetNo: _
N I P LA r4 Tr4pr. _"-- 40 FT
° fo
SCALE : V = 20' - 0"
?YP I Cook
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' FARM ROAD
GRAPHIC SCALE I�
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J. N/ c NOIeT01.1 2411 , a.ro S , -
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