HomeMy WebLinkAbout1000-85.-2-10.2 (4)SITE DATA
PROPERTY: 36225 MAIN ROAD
ADDRESS CUTCHOGUE, NY. 11935
36225 MAIN ROAD ~r~v~
CUTCHOGUE, NY. 11935 P~NNING BOARD
RIVERHEAD,P'O' BOX 1931Ny 1~90~
DATED DECEMBE~ 23,
ACRES / 2,t52,735
OFFICES: 595 SF. ~ 1 PER 100 SF.5.95 SPACES
TASTING ROOM: 3,2t2 SF. ~ t PER 200 SF. 16.06 SPACES
CASE STORAGE: 3,200 SY. ~ 1 PER 1,000 ST. 3.20 SPACES
BARREL ROOM: 7,362 SF. ~ 1 PER 1,000 SF. 7.36 SPACES
TRUCK PARKING AND LOADING:
LOADING BERTHS: I PROVIDED 11 REQUIRED
1- 8 -0" X 4'-0" SOLID WALL RING = 168.9 CU. FT.
1- 10'-0" X 4'-0" STORM DRAIN RING = 273.7 CU. FT.
~ REQUIRED
DRYWELL AREA X RAINFALL X RUNOFFFACTOR
x x
USE: (1) 8'*0" DIAMETER POOL
1- 8'-0" X 2'-9" SOLID DOME = M.2 CU. FT.
1- 8'-0" X 4'-0' STORM DRAIN RING = 168,9 CU. FT.
USE: (1) 10-0 DIAMETER POOL
1- 10'-0" X 3'-8" SOLID DOME = 108.7 CU. FT.
1- 10'-0" X 3'-0" SOLIDWALL RING = 205.3 CU. FT.
~ REQUIRED
656.1 CU. FT. > 452.23 CU, FT.
NEW PAR~ING AREAS
EMPLOYEE
~- ~ -0 X 2'-9" SOLID DO~E = ~,2 6~, FT,
1- 8'-0" X 4'-6" STORM D~IN RING =~~.t90.t CU. FT.
PUBLIC
STORM,~IN AREA X RAINFALL X RUNOFF FACTOR
1- 10'-0" X 3'-0" SOLID WALL RING = 205,3 CU. FT.
1- 10'-0" X 3'-0" STORM D~IN RING = 205.3 CU. FT.
519.3 GU.
~ REQUIRED
519.3 CU, FT, > 466.41 CU. FT.
AREA # 3
. i/
_OLJTj-~-T
SEPTIC TANK
2500 GALLON
~OT TO SCALE)
N/O/~
JOS~=PH P. EILLT'
AREA # 2
KEY MAP
SCALE: 1" = 166'-0"
X
LL
-D" MIN.-
TYPICAL LEACHING POOL DETAIL
N.T,S.
AREA# 1- SCTM# 1000-97-1-25.1 = 2.61 ACRES
AREA # 2 -SCTM# 1000-85-2-10.3 = 42.34 ACRES (DEVELOPEMENT RIGHTS SOLD)
AREA # 3 -SCTM# 1000-85-2-10.2 = 4.39 ACRES
BUILDING AREAS
TEST HOLE
EXISTING RESIDENCE:
EXIST. VINEYARD BUILDING:
WINERY:
EXISTING:
PROPOSED:
FIRST FLOOR:
BASEMENT:
TEST HOLE DATA (71612001)
0.5FT.
2 FT.
17 FT,
BY McDONALD
GEOSCIENCE
GRADE ELEVATION +55 FT.
BROWN SANDY LOAM
BROWN LOAMY SAND
OL
SM
PALE BROWN FINE TO
COURSE SAND
COMMENTS: NO WATER ENCOUNTERED
NO SCALE
E~UIL~IN~ ~CALL
//4"/FT.
II
SEf:='TI,(_..,
TANK
LINE BL~,¥ATION -+ 5~.(2 FT,
I"MIN 2'MAX.
L
_EACHIN~
POOL
· lq' Fl;.
SEPTIC PROFILE
(N.T.S.)
NO FINAL APPROVAL WITIJOUT
APPROVAL BY HAZARDOUS MATERIALR
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
APPROVED FOR CONSTRUCTION ONLY
HS REFNO ~_~/~-o/~oo/~2- FLOW /,c~/3
N/o/~
HI/~A ,JIt~INEZ~
115102
I~. +34.40'--
8.556 S.F.
7.179 S.F.
SANITARY CALCULATION - AREA#1 '
HYDROLOGIC ZONE: IV- 600 GPD/ACRE
ALLOWABLESEWAGEFLOW: 600GPDX2.61=1,566GPD
· ~SJD~L~LQ~ m.~
1. EXISTING RESIDENCE 300.0 GPD
2. WINERY ( EXISTING & PROPOSED) 1,013.14 GPD u.I.
TOTAL AREA #1 SEWAGE DESIGN FLOW: ~ ~-~ I.-.
WINERY SEWAGE DESIGN FLOW CALCULATIONS:
OFFICES (0.06 GPDISF) 35.70 GPD
0.06 GPD X 595 SF = 35.70 GPD
SALES I TASTING ROOM (0.10 GPDISF) 321.2 GPD
0.10 GPD X 3,212 SF = 32t.2 GPD
FERMENTATION (0.04 GPDISF) 183.92 GPD
0.04 GPD X 4,598 SF = 183.92 GPD
STORAGE (0.04 GPD/SF) 128.00 GPD
0.04 GPD X 3,200 SF = 128~00 GPD
BASEMENT:
STORAGE (0,04 GPD/SF) 335.88 GPD
0.04 GPD X 8,397 SF = 335,88 GPD
8.44 GPD
MECHANICAL (0.04 GPDISF)
0.04 GPD X 211 SF = 8.44 GPD
TOTAL SEWAGE DESIGN FLOW FOR WINERY: 1.013.14 GPD
S_ANITARY SYSTEM REQUIREMENTS FOR WINERY
TOTAL SEWAGE DESIGN FLOW F 1,013.14 GPD
,?~JC~T~J~ 1,013.14 GPD X 2 DAYS = 2,026.28 GPD
(1) 10 FT DIAMETER X 6 FT HEIGHT SEPTIC TANK 2,500 GALLON
LEACHING POOL AREA REOUIRED FOR SEWAGE SYSTEM:
1,013.14GPD I 1.5 SF/GPD = 675.33 SF.
(3) 8 FT DIAMETER X 12.0 FT HEIGHT LEACHING POOLS = 901.8 SF.
RJB
CHECKED BY:
NS
DATE:
10t3t/0t
SCALE:
t" = t 00'-0"
SHEET TITLE:
SITE
PLAN
SHEET NO: ~
2
1.FERMENTATION -WASHDOWN OF TANKS 500 GPD
2.CRUSHING OF GRAPES 400 GPD
TOTAL PROCESSING: 900 GPD
LEACHING POOL AREA REQUIRED FOR WASTE WATER PROCESSING:
= 900 GPD / 1.5 = 600 SF
PROVIDE (2) 8 FT DIAMETER X 12 FT HEIGHT LEACHING POOLS = 600.6 SF
PROVIDE SETTLEMENT TANK (SIMILAR TO GREASE TRAP) FOR
WASTE WATER TREATMENT, USE 8 FT DIAMETER X 5 FT LIQUID DEPTH.