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HomeMy WebLinkAbout1000-125.-1-2.31 I I/ax law Test Boring 17 sAMrAnr N ^'CI 44 dft, Dr. hewn Sony WELL CAP rWira rpvn 1 LWae 0..1 TRAFFIC BEARAVG " •+ I-A 'ur' Mr COVER TO GRADEr� /� Mr. �Nny " FftShED GRADE�Ell� e�J5� ;; fwAlerUx+•a�� 4L r Mc nEAlrwW cams To 9 w NaM• r yI grown clay ss Hrcess AOAPra4 rwAest AEA,erq Ll AW lNLEr H,51A9,q3MIN 4'DIAat WAer. u APPROVED`awe'Leer N.¢l ASM STAIOAn0.S 1 MET 1aN" + W PIPE PITCH ob ❑4• - //B'PER FT. boPresr ,z' v' , x..-- - sAMr1aVm loiP BI°Wn 4IX P LLew i4' -- OIITL£ToaFQII to +u• Ig, AW i'Cua'n Good a 'PNirTxw 'UVED Prr 1 .wv. nrrr s LEACHING P51' rN eo rp>.b a osP M=v Irr PErr Fr. caL n SECTION STAMGys STEEL SGYFiw S'LBwIMYi LK rALLEA 4 .r R• T TABLE rMCCYLINDR1C.4L I o� O $ -1 �- No WELL DETAIL51 DIA. MAX. Hr. 1500 GAL. SEPTIC TANK v V l G• NO SCALE ww 4 U 3� N/ ci f SANITARY LEACH/NG •r*'"°' O/F no (• cA/ THERE ARE NO CESSPOOLS WITHIN 190' POOL w rl y ca+ T �Q� OR STORM DRAINS WITHIN £D WELL NO SCALE 'It 50•II [n 50' OF PROPOS CessPaors ,> � OFERE ARE NOWELLSWITHIN A 150' RADIUSNS1TE S wr// ESSPOOLS m� ENGINEER/NG DESIGN ANDg a IONS B Y, a CAOSEPHTF/SCHETTI P.E, KEY MAP ` S JOSEPH ROAD Scale' 1'=600' AD Nt s.At q5 M• ' 7/ SOUTOLD N. Y.V O i, .' ( a CL Z PSE`F NEW 4 (5161 765 -2954 //97/ 2 6R 111 -4� s q0• .� Wye �� s APPROVED BY e h R My 3 OW / 3�3 PLANNING BOARD TOTAL AREA = 22.938acres Q C 11 / c� d oszss� r TOWN OF SOUTHOLD S1 TE AREA = 2,060 acres o V / ' ST CATAGORIES 0C 21196 o CROPLAND 17 acres' ; O 0 f'' 3s l _ WETLANDS 1.6 _ S IS% ° CONSERVATION I, - - P,,,00s C' ©C a; EASEMENT 2,376 acres 5r4`T f ` i RESERVE`) 2.06 acres ,.\hl G ({ P g� V /r DIV m Na y B76'42, 3 � _ QO 75 __ "____✓ / �a /es/ - f/ or/n �✓ a, I I ,•• �.i' � J �' r /J ra Tom. �i q � � P QW,- N 's s ,p R i' �r 19 4 4 c i � VJ 9 i \ A! + 7/ i c'Pc..<. d� /-tee y - 41 M si u C Lq ; , a C \ g a 3 � p a Q �[ � n W e.,.., nor) ,` � oIRp / i. - c *17"52 s 1W rw G _ - 7 e. 0/ So' _-`"`'`` .-y\ ` ._. /... �\ I Pr P�'�c Q, V f x � �� � LIGHTM SCHED(RE �� �` -PAIR /50WT. SHIELDED INCANDESANT FLOODS / ` F( _C U ti `'''� l �- a / y a r f -RECESSED 75WT. 1NCANDESANT, EXT. HIGH HAT �+- � ak �r, �___ �, s h� Z/ � m LL ® - 9 ,J/GHT 4OWT. 2-4 FLORESANT (SOFFIT MOUNT) NE a �' ® SHIELDED FLOODS HPS [aU 3 w ti 5. p V RETAIL 7 0JrD! / He h 5 7 41 q I OO s .fl. / q k"e// He / S ¢ . v LOT COVERAGE � \ v � I, �`� � � w � Ll, INDUSTRIAL 1800 sq,IL PS A 5 U R A g x OFFICE 1150 sq. TOTAL AREA 23.00 Acres 1,00/,880 sq./1. Poles>th ©�K e� &` ` NE N ^�• 'STORAGE -WINERY BLDG. 3500 sq.fl. Q G BUILDING 6,000' s .fl, 0 C� (/ AGRICULTURAL STORAGE BLDG. 2600 sq.It. sq fl, " V2r1 FF NE Y N o T O AMD R MIO REQ NT Y Rx t s k D { ----, CO LOT COVERAGE 0,0/ 1% (f SPACES N 2 RETAIL. 170P aq.11. /, 200 sq./f. 8.5 LANDSCAPING /% 3'±s ` N/O/F T Ll. INDUSTRIAL 1800 sq.lf. / 500.sq.11, 3.6 SAMTARY REOIRtEM�NTB ^� HOk4s OFFICE NPo By,rr. / lPo Bq.1f. //.o �•� STORAGE 3500 sq.fl. / 1000 sq.11. 315 GROUND WATER MANAGEMENT ZONE IV 20 'Acres(Less Wellailds) ,r 300gp.d.= 6000 g.p.d, 0 WINE TASTING AREA 57 acc x . 5 gal./occ 285 gPd. /TE R/ A A` OF CASE NO, 96-176 PLAN SPACES REQUIRED 26,6 INDUSTRIAL /800 sq.11. w 0.04 gal./sq, 1t. 72 god. 30.° NO FINAL APPROVAL WITHOUT OFFICE G. 3 sq.11. . 0.06 gaL/sq,11.' 66 gPd. _ ' ___ D-W- s�ON C'SEE TABLE DWG, ND. T-/ ExLsrwG APPROVAL BY WATER QUALITY UNI SPACES SUPPLIED 44 STORAGE W/NERYBLDG. 3500 sq./t., 0.04 gal/sq.11. 40 gPd. LA1JRI fE VINEyA'RD,� STORAGE AGRICULTURAL BLDG. axx�RB GHr NORMAL EwgcK 5' O'SDEWALK DRVEWAY ROOF 4YtAIW Of 2600 sq./I. 0.04 gal/sq.J1. 104 gpd. EtEvgrPP A T SUFFOLK COUNTY A CALCULATED FLOW LAUREL �, ua'/ F7. DEPARTMENT OF HEALTH SERVIC as _ _ ES ROOF `AREA MAIN BUILDING 8500 sq.11. 667 god. __ B r --- - --- -- -- -- Ti4 i Fr APPROVED FOR CONSTRUCTION ONLY as ' T `✓n ✓//�M17 ZONE T p• 3/4%FL L - -- - - - -- - - - GO _ U OF SOUTHOLD Ac �; 8500 a 8.4 3570 eu.11. SEPTIC TANK _l__� __ _ �_- H.S. REF. N0. �li -O 5 FLOW 66 7 I > > c Two Days Flow SES7 2 = 1334 God, 5' PROPOSED USE: WINERY l' 7 (�✓I^ T -O o' <d 3570 / 68.40 cu,Jl/!l. 52.19 V.F. OUNT Y N Y - � - -w Re FA c TYPE 1500 gal- Septic Tank Provided pi ' /•� r1 LITEM /osoB.aoa r, I, 52./9 / /6 fl. 3.26 F ��� - 0 , P�y 231 & 292 SCHOOL DISTR%T, II This approval is ranted for the construction of the sanity y a OR/VEWAY 2�''O• �,,I SCORE MA;4K g LEACHING POOLS Scale: 1" 2pr FIRE DISTRICT SECT! disposal and water supply facilities pursuant toA teles VBa d v PROVIDE 4 /0 /l. d/a pools /6 Il, ' deep 30 SECT/ON q-q 7 of the Suffolk County Sanitary Cade and is not an express d 667 gpd./l.5 ppdsq.lf. 445 sq.If. of s/dewa// ,/UI ,rf� a9g6r nor implied approval to discharge from or occupy t e ROOF AREA STORAGE BUILDING 3500 sq.11 445 ' sq.!!./ 25,1 sq.11,/verf.lL (B' dla, poo! 18 V,F. DRIVE WAY SECT/ON structure(s) shown. THIS APPROVAL E%PIKES TWO(2)YEA S R£vLAYW COMMERCIAL DRIVEWAYS ONLY• FROM i E D E BELOW. PROV/DE2 8' dla. lO'Deep a> PLM C; - -' WA. AnorwNs THE F/RST FILL 5•FLAG OF SNEWALK TO EITHER SNE D 3500 w 0.42 /q70 cull. Rvss. of rnE Dlry Ay SHAG TE r 1470 / 50.24 cu.ft/ft. L e 29.26 V.F. E s 7 c _1 er95 REa/FORc VEW MC/r WIRE FA ,.IGNATIIR / ED IIrEM / BR/C E A aso r W APPLICANT, e.D oai ANT ITEM AS SHOWN/N SECTNN A-A 29,26/8 R. 3,66 WASTE SY8TEM LAUREL LAKE VINEYARDS, LTD. oBscCONCRN 10508.0/03 CpNCRETE'WEWALK - CLASS F 900 gal. Septic Tank 8 8' dip, Leaching Pool 12 It. deep C/O MIKE MCGOLDRICK PROVIDE 4-' 8 1I. dia. pools,8 fl. deep of dFpY 29 PERCHERON LANE 7- EXST/NG PAVEMENT I; oa ,C' Estimated Doily Wastewater from Process System= 75 god. ROSL YN HEIGHTS, N. Y. 11577Is VA RES N �1 4. ro o r6 I n Ih N I-,.l_-rr�4, I _ IS Ui SAW CUT I ' " A -f' S =� rJ TAC EW OF CTop OF AROP. S. BUL T p AA�BUrTTING PAV'T. ' .�- DETAIL ELEVATIONS 8 CONTOEv'rR LINES ARE REFI TO ., OCT Z IJJE DOWN 7o TERO HElpp/r REyRED EAL •3 �q .Y.S. LIC. NO. 496/8 l FIVE THE FIVE EASTEf�fV TOWNS TOPO p T7 LAST✓0 FEET AT LOCA T/o a 21//2' CONCRETE, l _ FACING TRAFFIC. ' - CURB _ / I TYPE A /TEu/R+Od7dvJ/ /2•BINDErt (5/61 + P. wA ; .: e, ITEM /050B.¢R01 l /r /on A.'A ST P. O, BOX 909 O 230 TRA V ELER , STREET � 7ruveLME SOUHLO, N.K l/9T1 95-292