HomeMy WebLinkAbout1000-85.-2-10.2 (3) 1 :L 17
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IN I,,"M SITE DATA
Z -f— 1000-97-1-25.1 1000-85-240.3, 1000-85-2-10.2
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36225.MAIN ROAD
PROPERTY:
—-—-—-—-—-—-—-—-—-—-—-—-—-—-—
F
ADDRESS CUTCHOGUE, NY 11935
OWNER: MICHAEL LYNNE
888 SEVENTH AVENUE
NEWYORK, NEW
EX1STING
SURVEYOR: JOSEPH A. INGEGNOYORK 10106
RESIDENCEP.O. BOX 1931
EX1571N& I RIVERHEAD, NY 119011
LICENSE #N/O/F 468
Bmd
VINE`%�ARI�) DATED DECE96MBER 23, 1997
HIL.Z)A -11MINEZ
10 )"
ZONING: A-C
SEPTI SYSTEM
4, 1 SEPTIC TANK 900 GAL. SITE: 49.42 ACRES 12,152,735 SO. FT.
LEACHING POOLS
AREA
MIN, 1 -8' DIA. X 8' HIT.
EXPANSIONBUILDING: TOTAL, 16150SII
I \'I I Till I I WO
DIA. X 8' HT. AREA EXISTING
WINERY: 8,314 SO. FT.
J I W
RESIDENCE: 1,624 SQ. FT. z
STORAGE SHED: 112 SO. Fr.
-—-—-—-—-—-—-— NEW
—-—-—-—-—-—-—-—-—-112�-—-—4— -—-—-—-
--- --------- W—Lft————— —————————————————
VINEYARD BUILDING: 6,100 SQ. FT.
- - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - --- - - - —
---I_---- --- -Uw - -
ExIs'nNs ,--- - - - - - - - LOT: .75% ACTUAL 1 20% MAX. ALLOWABLE
7"NSFORMIM COVERAGE
ca
vlrIc
ST
PARKING CALCULATIONS
- elxi574 ;SUIL nit"1104, INNIN
1,16 LAWN I
STORAGE AREA: 5,915 S.F. @ 1 PER 1000 S.F 5.915 SPACES
Till OFFICE AREA: 187.5 S.F. @ 1 PER 100 S.F.tt 1.875 SPACES
D) Ui =J
LAM
TOTAL SPACES REQUIRED = 7.79 1 8 SPACES (LANDBANKE
NUMBER OF EMPLOYEES: I EMPLOYEE
i z
qXIh5TI;6 A
IW
�-CNOVZM 4. j >
9LAS gm� - i U , !
A TRUCK PARKING AND LOADING
I PROVIDED / I REQUIRED
LOADING AREA:
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NEA 5 YNATMI-INE NOTES: ELEVATIONS SHOWN ARE BASED z
EXIST AD
1&0 7" h*-� TO VI ON SUFFOLK COUNTY DEPARTMENT
ui
PINS OF PUBLIC WORKS AERIAL SURVEY.
PUBLIC WATER IS AVAILABLE WITHIN 0
-wn � s -- --- - -- -- -- -- - - - - --
or ceK�o'er�*'T aib'^'w1.cl---- - - -- - i I 500 FT. OF THE PROPERTY.
THE LOCATIONS OF WELLS AND
CESSPOOLS SHOWN HEREON ARE cd
FROM FIELD OBSERVATIONS AND OR
DATA FROM DATA OBTAINED
FROM OTHERS.
NEA 5110 KATE iNe UNITARY CALCULATIONS
TOVINEYARD
euILDINS I. 1. ALLOWABLE DENSITY
TOTAL ACERAGE: 49.42 ACERS
HYDROGEOLOGICAL ZONE: ZONE IV
I it WATER SUPPLY: PUBLIC
-- -- -- ALLOWABLE: 49.42 X 600 GPD. 29,652 GPD.
EXISTING WINERY: 839 GPD. adis
EXISTING RESIDENCE: 300 GPD.
K
NEW VINEYARD BUILDING: 233.28 GPD.
POOLE CHE!oK
1,372.28 GPD.
T; vALvr ON 91 TER
LINE IN BASEME .1077
TOTAL SITE SEWAGE DESIGN FLOW; 1,372.28 GPD,
—7—
SANITARY DESIGN
2 W.
0
0 11. OFFICE: 144 S.F. X 0.06GPD/S.F.= 8.64 GPD
2. GENE561RL INDUSTRIAL:
A6 S.F. X 0.04 GPD/S.F.= 224.64 GPD U) 01-
W,
TOTAL SEWAGE FLOW = 233.28 GPD
P
SANITARY SYSTEM REQUIREMENTS
L
lq`"" w IN V�T
TOTAL SEWAGE DESIGN FLOW = 233.28 GPD.
Of N,
0110
I.SEPTIC TANK ( ST ): 233 X 2 DAYS = 466 GPD
USE MINIMUM 900 GAL. ) SEPTIC TANK
I 21EACHING POOLS ( LP ): 2331 1.5 S.F./GPD 156.33 S.F.
jAii ... ................
USE MINIMUM DIA. X 8 FT. 11 200.4 S.F.
PLUS 50% EXPANSION ( EX )
11 01 - A& --—-—-—-—-—-—-—-—-—-—-—-
OFF-
I... —----- -ry I
"zompt -IM
2007C
BY McDONALD
TEST HOLE DRAWN BY:
WP
GEOSCIENCE
L
JO ANNE r. 13PA60NIER
If 4 LINDA M. MrE
TEST HOLE DATA ( 11/212000) CHECKED BY:
IFT. DARK BROWN SILTY LOAM OL
ED BY DATE:
A
3.5 FT, BROWN LOAMY SILT ML PLAPPROV6 / 111 / 01
NNING BOARD
- ---- -— SCALE:1 41
It PALE BROWN FINE TO IT TOWN OF SOUTHOLD
COURSESAND SW HEET TITLE:
-—-—-—-—6—RIOtSE LANE DA 112A
LV
17 FT]
PARTIAL
SITE
If
COMMENTS: NO WATER EINCOUN I I
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
APPR
if NO SCALE No COVED FOR CONSTRUCTION ONLY
0/- 000/ FLOW'ZS �PD
PLAN r
HPE
51JILOIN& AAL.L GRAVE LINE M
TYPE -97-0 R.'q'In,C- opll/cc V
E
I' MI!,
T NO:
i*.is approval lo granted for the construction of the sanitary
-11spossal and water supp:y facliltles pursuant to Articles VB and
1/4"/FT.
711 7 rI the Sullolh County Sanitary Code and is not an expressed
11 -T.
i nor Implied approval to discharge from or occupy the
TANK structure(s) shown. THIS APPROVAL EXPIRES THREE
PARTIAL SITE PLAN I YEARS FROM THE DATE 10
SCALE: 1 4U'-OI' MAY 3 0 2001
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--—-—-—-—-—---- +
10 ft. MIN. b ft. MIN..
SEPTIC PROFILE