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Home My WebLink AboutPaliouros, Rizos REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 11'/9 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) '/65-1800 southold~own.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Resid~nfial~$10 V or Applicant Name Non-Residential ~ $25 __ PECONIC CESSPOOL AppliGa. o. No.¥ ?Cd Permit No. Applicant MailingAddress P.O. BOX _._487 LAUREL, NEW YORK 11948 S~ptic Tank ~ or Cesspool.__ Brief Descriptipr~ g~P(r,~o~osed ~onstmction or Alteratio~ Location of Proposed Construction/Alteration: Owner of Property: ~0~ Owner Mailing Address: Owne~ Property Address: Name and phone number of contact person Cross Strut _ NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY WITtilY, HEALTH DE. PART~MENT ~PPRO~;AI~_. Signatt~e o~ Applicant Bate Received by: ~ ELIZABETH A. NEVILLE, RMC, CMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER F~ ~r~o'~m f,~ T,,T~p_~!_~_T!~.x? .'2_~?!C_~ R SEP 30 2O09 8LOG. DEPT. T TOWHSba]lf~l~lJYrown Bu ~FFICE OF THE TOWN CLERK TOWN OF SOUTHOLD ildingDeparlment Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net FROM: Carol Hydell, Southold Town Clerk's Office DATED: September 30, 2009 RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 3905 Permit submitted by: Kirk Lehman for N & L Properties for a Cesspool/Septic Tank Construction Please review the application and location map and advise if this office may issue the permit. Please complete the form below and return it to me. Thank you. Carol Hydell I have reviewed the application and location map of the project cited above and make the following recommendations: APPROVE J DISAPPROVE Comments: Final approval required from the Suffolk County Health Department Signature DatdO~t'/ REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER REC!ORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER ..flown H~II~ 68096 Main P~ P.O. Box 1179 8outhold, NewYork 1197~ Fax (881) 785-814:6 Telephone (681) 765-1800 souCholdtown,nor~hfork.ne OFFICE OF TIlE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD ~VASTEWATER DISTR/CT ..APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential ~ $10 or Non-Residential ~ $25 X Application No. Penn/t No. ~plicant MaigngAddress ~ ~~ ~,.. , B fief Descdptiono f Proposed Cons~ction or AlteratiotL~ ~ ~ '~ ~ ~oation of Propos~ Con~truct~teration: 0'' ~ ' - ' Owner Property Address: N~e m~d phone n~ber of con~t perso~ T~ Map No: NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW . Stgaah~plicant D4te Received b'y: ~ ONLY · ' N STEP · ":" ' '' [] CONCRETEI ONLY '.'. - · · '/. · .,'PARKINGAREA [] UNDERGROUND ELECTRIC SERVICE ~,--_.~ ,.¢. ('Z+I H C) [] FEEDERS ROOF STORMWATER ONLY CONCRETE ~1.5 LOADIN( OF RAMP PITCH ~_ ONLY TP~NSFORMER ELE: 61.0 PROPOSEDi TEST HOLE ELEVATION =60.0 · ' ' , · · ' ~; j~ApDOwNTO /*' · · · ' E ff~EWAY.' "/ · ELE:~I.5- " · ' /' · WITH ENCLOSURE ii ii F.F. EL~63.0'; ' T BB BB BB BB ROOF STORMWATER ONLY ELE: 61.0 PROPOSED WASTE SYSTEM 1200 GALLON AREA SEPTIC TANK. , ,--FXPANS ON (8'0 X 4' LIQUID DEPTH)~L..'-'L ~""° is.o' 10'O x 12' PROPOSED CONCRETE STEPS INER TRAP BUILDING- NO AT ENTRY DOOR - ~- 12OO GALLON BASEMENT . ,", ,;( E'O / ~, (8'O x 4' LIQUID DEPTH) 1200 GALLON ,/' .eoyp~,, i, I t { i / EXPANSION Z: LEACHING PO01~ 10'0 x 12' - EFFECTIVE DEPTH ~ PROPOSED SANITARY SYSTEM AREA PROPOSED PROCESS WASTESYSTEM AREA .{_ ELE: 61.0 PROPOSED I' DEEP/ ROOF STORMWATER CONTAINME~ ONLY ~G~S A R ,~' $24'-0" FENCE SITE PROTECTION --FENCING- 6' CHAIN LINK FENCE, HAY BALES AND SILT BARRIER SITE PLAN-DETAIL drawing scale 1"=20' ~GE PERCENTAGE-- 65'% CROP COVERAGE FOR SANITARY SYSTEM (OF-l): USTRIAL LOAD: 0.04 GPD/SF JILDING MAIN LEVEL-- 8,635 sQ. FT. )4 GPD/SF= ~45 GPD EZZANINE SECOND LEVELt STORAGE - NO ADDITIONAL LOAD PER ~M 22 EZZANINE SECOND LEVEL, NON MEDICAL SQ.FT. 6 GPD/SF-- 30 GPD N= 3,490 SQ.FT. 34 GPD/SF-- 140 GPD AGE= 839 SQ.FT. , GPD/SF= 34 GPO D-- 100 SQ. FT. ~ GPD/SF-- 4 GPO RTY LOAD-- 553 GPO1~/ .- 553 GPO )AYS = 1,106 GALLON SEPTIC TANK MIN. .~AL. SEPTIC TANK IV/' GAL/SF/DAY = 369 SF. OF LEACHING ~LL SURFACE AREA REQUIRED LEACHING POOL= 31.4 SQ.FT. PER !CTIVE DEPTH LEACHING POOL !FFECTIVE DEPTH= 377 SF. OF ~. PROVIDED - SF REQUIRED. lNG POOL 100 X 12 FOOT DEEP J,/' DENSITY EQUIVALENT:. iOPEN AREA) X 600 GALLONS PER tOUNDWATER MANAGEMENT ZONE IV). PERMISSIBLE DISCHARGE PER DAY IV/ ;CHARGE = 563 GALLONS PER DAYIV/ USE 10'(~ LEACHING POOL = 31.4 SQ. FT. PER FOO~' OF EFFECTIVE DEPTH I!SE 12' DEEP LEACHING POOL AT OUTFALL-2 [/ 1.4 SFX 12' EFFECTIVE DEPTH= 377 SF. OF SURFACE REA PROVIDED - 377 SF. ) 347 SF REQUIRED. USE 12' DEEP LEACHING POOL AT OUTFALL-3 [/ 31.4 SFX 12' EFFECTIVE DEPTH= 377 SE. OF SURFACE AREA PROVIDED - 377 SF. ) 116 SF REQUIRED. NOTE: PROCESS WASTE SYSTEMS OVERSIZED BY APPLICANT ROOF AREA RAINFALL CALCULATIONS FOR DRYWELLS, (STORM WATER MANAGEMENT): MAIN ROOF AREA: 145' X 66' = 9,570 SQ.FT. 9~70 SQ. FT. X .166 (2# RAINFALL) = 1,588 CU. FT. 1~588 CU.FT./50 SQ. FT. (AREA OF 8' ~ DRYWELL) = 31.7 VERTICAL FEET OF DRYWELL REQUIRED USE (4) 8'~D X 8' DEEP DRYWELLS= 1,600 CT. FT.- PROVllDEDV/ f. ANQE_Y_BD_QE4~ 600 SQ.FT. 600 SQ. FI'. X .166 (2' RAINFALL) -- 100 CU.FT. 99.6 CU.FT./50 SQ. FT. (AREA OF 8' (~ DRYWELL) = 2 VERTICAL FEET OF DRYWELL REQUIRED USE (1) 8'O X 4' DEEP DRYWELL= 200 CU.FT.- P.OWO~OV/ LOADING DOCK RAMP: 920 SQ.FT. 920 sQ. FT. x .166 (2' RAINFALL) = 153 CU.FI'. 152.7 CU.FT./50 SQ.FT. (AREA OF 8' ~ DRYWELL) = 3 VERTICAL FEET OF DRYWELL REQUIRED USE (1) 8'(D X 4' DEEP DRYWELL= 200 CU.FT.- Peov,o~ov/ WINERY - N & L PROPERTY -KEY MAP N 8850 BRIDGE LANE ~ CUTCHOGUE, NEW YORr~11935 SUFFOLK COUNTY TAX MAP # 1000 - 73 - 02 - 04 PROCESS WASTE SYSTEM DETAIL TYPICAL AT AND J~F-3I'OUTFALL #2 & #3 FLOOR .~LEV.=63.0' HOUSE TRAP PIPE MIN. ~ F 4' DIAMETER PIPE 3' MIN. ABOVE GROUNDWATER CAST IRON COVER AT GRADE' (TYPICAL) COVER (T~P,CA0 LLEACHING POOL- 376 SQ.PT. WALL SURFACE AREA drawing not to scale 1200 GALLON SEPnC TANK 8' DIAMETER 4' LIQUID D~PTH 3' MIN. ABOVE GROUNDWATER -- 10' DIAMETER X12' EFFECTIV~ DEPTH WALL SURFACE AREA SUFFOLK COUNTY- DEPARTMENT OF WASTE-WATER MANAGMENT APPROVAL AREA PROPOSED WINERY FOR B&L PROPERTY 8850 BRIOGE LANE CUTCHOGUE, NEW YORK 11935 S.CT~. # 1000-73-02-O4 41°-02'-28' N / 72°-29'-41'W DRAWING DATE 11 MAY 200~ ISSUE DATE 22 JUNE 2009 REVISION DATE 20 MAm:~ 200~ 2 AFt~IL 4 ~Y2OOg 21 JUNE ~ DEPARTMENT OF HEALTH SUBMISSION SITE PLAN DRAWING SCALE: AS NOTED DOMESTIC WATER WELL NATER LINE TO BUILDING PROPOSED WINE MAKING BUILDING, SEE DETAIL DRAWING BELOW, NO BASEMENT 1.50' SEPTIC SYSTEM RADIUS- NO NELLS OR SANITARY SYSTEMS WITHIN 150' BUFFER ZONE ARC H ITECTU STUDIO: 184 MAIN STREET SOUTHAMPTON NY 11968 PH. 631.287 7230 FY,. 631287 7240 WWW.AML-ARCHITECTURE.C( OPEN FIELD m,rm BRIDGE 740' TO OREGON ROAD INFORMATION PROVIDED BY: IATHAN TAFT CORWlN III LAND SURVEYOR )NE (651)727-2090 Fax (631)727-1727 MAY 11, 2007 UPDATE SUAVe' CALCULATIONS FOR PROCESS WASTE SYSTEM (OF-2 & OF-3): TYPICAL WINE INDUSTRY HISTORICAL WATER USE DATA WINERY PRODUCTION O 6,000 CASES/yEAR X 2.38 GAL. PER CASE = 14~80 WINE GALLON ANNUAL WATER USE AT 25 GAL PER CASE X 6,000 CASES = 150,000 GAL. PER YEAR WATER USE FOR MAX. MONTH: 0.12 x 150,000 = 18,000 GAL. FOR 26-DAY WORK MONTH (DAILY MAX. FLOW): 18,000 / 26 = 693 GAL/DAY TOTAL PROPERTY LOAD= 693GPO I~' 75% oi: LOAD AT OUTFALL-2= 52OGPD I 25% OF LOAD AT OUTFALL-3= 173GPD SANITARY SYSTEM DETAIL TYPICAL AT Jb--'~OUTFALL#1 PIPE MIN. 28 ' OF 4' DIAMETER ~IPE ~a PER FOOT MIN. SLOPE GRADE ELEV.=61.0' q o'½' , '--:1 ZqO CHANGE drawing not t~ scale 8~ OF 4'DIAMETER PIPE / o~ EL~.-~