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HomeMy WebLinkAboutWerthner • /, : 0OFF0`re® ELIZABETH A.NEVILLE �� �� "'�'; '�'�; Town Hall, 53095 Main Road TOWN CLERK P.O. Box 1179 REGISTRAR OF VITAL STATISTICS Southold, New York 11971 MARRIAGE OFFICER : I�i z `� '� Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER �___®1 Agg �® Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER ��' southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISPOSAL PERMIT CONSTRUCTION OR ALTERATION PERMIT SEPTIC TANK or CESSPOOL Permit No. 2851 R Residential X Non-Residential Fee $ 10.00 Septic X Cesspool PERMIT ISSUED TO: Name : EDWARD V WERTHNER Address 1 : PO BOX 450 City St Zip JAMESPORT NY 00000 Descripton of Proposed Construction or Alteration SANITARY SYSTEM FOR SINGLE FAMILY DWELLING. APPROVED AS SUBMITTED AND AS APPROVED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. REF #R10-01-0235 Name Of Owner WERTHNER, EDWARD V Mailing Address 1 PO BOX 450 City St Zip JAMESPORT NY 0000 Property Address 1 WINDY POINT ROAD City St Zip SOUTHOLD NY 11971 Tax Map No. section 78.00 block 6 lot 2.000 Cross Street BAYVIEW AVENUE Building Permit Number Cross Reference: Issue Date: 7/23/02 Elizabeth A. Neville Southold Town Clerk (TOWN SEAL) • .° S 5 ) ELIZABETH A.NEVILLE °y Town Hall, 53095 Main Road TOWN CLERK P.O. Box 1179 �, Southold, New York 11971 REGISTRAR OF VITAL STATISTICS � -,' MARRIAGE OFFICER . .��,,�� Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER � ®� $ ,i" Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER ,s' southoldtown.northfork.net , 002 OFFICE OF THE TOWN CLERK 9 TOWN OF SOUTHOLD Southold Town Building Department FROM: Linda J. Cooper, Southold Town Clerk's Office DATED: _July 11-2Q02-2 ;,Transmitted herewith is a copy of application No. 2956 for a Cesspool/Septic Tank Construction Permit submitted by: Edward V. Werthner Please review the application and location map and advise if the project has received Suffolk County Health Department approval and if this office may issue the permit. Please complete the form below and return it to me. Linda J. Cooper * * * * * * * * * * * * - r I.have reviewed the application and location map of the project cited above and make the following recommendations: APPROVE1071** DISAPPROVE Comments: Signature 0 4/ 2 Dated • OFFICEOFTHETOWNCLERK 'li''''' -= • . :� TOWN OF SOUTHOLD � gt1FFOCkco _ q FT.T7ABETHA NEVII.T.F,TOWNCLERK ;1'OO y: • Application No. l �6 P.O.BOX 1179 Construction t// SOUTHOLD,NEW YORK 11971 % � ° '_ O CPAlteration 1/ Telephone =0,�� �i �,' $10.00 -Residential (631:) 765-1800 -II'. �,� 0. „.�o,,,, $25.00 -Non-Residential TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISPOSAL DISTRICT • APPLICATION for CONSTRUCTION or ALTERATION PERMIT SEPTIC TANK or CESSPOOL Permit No. Fee $ DATE 7/1/174'b)- APPLICANT /l//7 b -APPLICANT NAME: G�' �f)-1 -i) V. J/V 7 M)rZ. APPLICANT ADDRESS: 70 -56.5-0 • ' j R / Q7'( ovy . SEPTIC CESSPOOL DESCRIPTION OF PROPOSED CONSTRUCTION OR ALTERATION �^ LOCATION MAP: Must be attached hereto before permit may be issued. LOCATION OF PROPOSED CONSTRUCTION OR ALTERATION: OWNER OF PROPERTY: 6J/.e1�1-7TH V tA)F2 e, OWNER MAILING ADDRESS: Po 66-/ °4(51) OWNER PROPERTY ADDRESS: ,tib y Pr, W044 dJ'fl7 )Lb ACy _. TELEPHONE NUMBER OF CONTACT PERSON: 6a,/ s cc -7c7/ 66o3u TAX MAP NO. : Section O�� Block 0 C Lot � qq 3 7 O' CROSS STREET: t3rA- N I L-`1/) a' , • BUILDING PERMIT NUMBER CROSS REFE' - - CE: 7 q 0,, , .094-"4/ 0/27-a , • / Signature of Applicant RECEIVED BY: 4----V---dif--) Town Clerk's Office f DATE: U2--- 14ATBALES BUTTED SNUGGLY END TO END 10' FROM VERTICAL 2x2x2-6 STAKE . TOWARD (k PER BALE) UPSLOPE QIVA /. 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MEAN HIGii cn r AurardratirderAr4trur Id. .,I le : .,. _ e • 1 ..„ - ----- _--111.' 011111rP- = ' 0 1 M NO WELLS ASSOCIATED WITH , tn it I THIS PARCEL - I g •, Its i 1u; . , i -- --„. . T 2, AWAY 1 EROSION CONTROL TYPICAL .''- ''''''' 4441,- --;dr- Aor' 4 -. ' ArArAirimirdirArArdir 411P-41.P.4*,,..",,AP:41,' ,„Agy,or „: 411,r4r.-41:41Plirardirg —....„....... —,-7-vria, SEE DETAIL THIS SHEET t ,.. , , . imminotimint all'1111111tEe =11111-11**10 r X-- 5 .. : : / Cri LI cl- 1--/ IMPROVED . : / m --PROPOSED CONTOUR--4.--- F5 ,--1 pc '; 4.8 .\ , , 48-2"± _ ---/ 4 ... ' \ . i = g. z A / , ,, 1000 GA"..LON SEPTIC TANK i, •.-E)a•STING GRADE " —---- - • \ .:. -.;‘).„ t':,,,,,;-., ,-,,,..1...!,z..,,.1W;.-;.,.:-;"t:?,,p,,,f.s.it€ " '* .....,,---- ----------X-- _ SEE DETAIL"C" f , ‘, 1 I _ _ !f'.;'.;.'.1.' r,, 'IV,1,.,)•1.-;,ces "4.t.'' -4 .0.-'.'..,'.e.' .., • I .b •;INV.EL IN= • 5.26 I .1 .. 4 6...-' . ,4,,,:.:.;?‘„,;LA.,,w,,,,,,,,,Atiy.,,,..„,,,,,,,,,,,43 . VO• r Co. 1,..., II' ila 4,- . Ito,. INV.EL OUT= 4.75 .- • I, ,',..f 4,. •' .,,'•• „,..•;•••,. 4; •':4,.7.,,,, i.4,'...•,.....r,..••••,;.,,,r,W.74 ' 65 ;'. difil X' ,,,. tt INv.EL 5.65 • •,‘-' ..:,,.•.to,',-*4.„,.,..fat:-ftyemv,x,,-,-,, ,,,,try,-,-,,,,,,,y.07 .,,v,,,,,,,,..4 lig -': - iyel.f••+.!“ I' l', •.•-• '• ..,:,' .`1.•• S.'•!,••' A,,.-.„ -)•1.1•0C:.•I, '.;' .• .•a7•:,la, , „,,,,, n....,, •,v '..,i.•••!:' C2 AMP i 0- - : t.,Y)Z-i.,...3,...;:-.,„4..tt;,.r,4,..71,,,A.,.•••IVZ,,-,••••••••7•Nali'iZ4,-•-ce,4 eae,N14.,.,•04,..4 PROPOSED GRADE iti , . 1"" ',:,,Z•4',,, ,,s?,-..,P:I.V.`,451:4,v,t,,A \,,,,,,,,,,,...4, =-,,,,W.1, ';',,,-,-7.,:ity#,I.:r ,El.t*i•,•:'Ai'•',is.:,•.-",')' .-1 r•‹,, ,ii 4- I, t )Li,1 ii 7,17,&/_*:.4.:‘$.',',11 .-ktr6.e.... • lq..K..',444..72..;;!-,T,'.5tzf, i •-,..„.- ,. • ‘..•,,*,-,,,,,•,,a,/ .,•• . i 1 it - ''''"/ 3-7-- ,••:-..-- , , ,, *1' - ' 0.4..7 ''.- . LL-.1::',. , ,,,•;4 1 ,„.,: ,,..,'11 ,i',..,. ,... .„..,_ ,,.. ..4"::Y $ 4,,,,,,;,,.,,,,,,,,,,,,,,, ,,.4,„,,,,,,. ,,,,,-„..,,,,,,,,fi,,,,,,i,.,e+,,,,-..;?e,g.4•Ii••••.•,tr,..,.'..&,4",:: ,....4. i I PROPOSE')8'DIAMETER X r „iit.; = f * / %sip ,.., •-....).,,, . -,.:..., .,,,,'44' F. rnreetrot.,==, A' Az.,.+V..1i,"4e.4. ovvo- ,••••••-4 HIGH LEACHING CHAMBERS, 1 k ilk / '''''''- '"'"''''''"4i4:44d5 ,-1'‘ ' L4J 5 REouIRED AUER TO , ii 1 ..--1 . (I 1 ii ' :(1.- •;\ 15' .... .... . 4 ' ;« I iccC5 sECTIONAND DETAIL N Of11L 6'-8"PORCH .. . '10, 1 ........ . .... .2...16., rd ...t.,, . ..... I • • ..... t, ...,, IP? 11 .. .. - ,-- , --. \ Aer ,lim- 1 i STONE - ' i' ill .......,- ,,, . \_./ III 4"clASSI0CrATI/4 /FT DRIVE , , . w , I VIL 6.0) ... .. --a.. DwELuNG wi RAMC WATER ) .?„,t• , f i •., .• \ - • PROPIZSGaGirADE 1YPI 4 '----- ---.40,----.7 ---- : •: •4,-7 • ••• ifil— I ••.UCC•:• • • 4 i i LAND NOW OR FORMERLY ,!ill -14iftposED G. • i refFICA1- . ..>1-i - A'i,, I ' / d ra.-:xn .S . .. . , :=::in COIC.MON. THE MICCICHE LAVING i 1'14 - _ ____'- _______ _:,-;_-_,;_-...„ „ . ,.., . __ . , 9 PIPE •mh, llig•oir.-irairiagrirgqi,,ifilrkirAitcoalEsit Incfcrizi.trork-crigril I_ TRUST , . ._. „.. ..,.....__..._, ...______., ,..._ ....• , • .::121,:: .. io 4-•••••• ..*• ... ...."713• C.. / ' ,, S ••; a W .,___ N -.......... 4 * WATERPROOF CONCRETE 64' RETAINING WALL SEE DETAIL THIS. ( / - ._ __ '' 2.9 1< SHEET N ••.. lre _ c-x---, ••• \ / — . , i i PROPOSED PUBLIC WATER SUPPLY EIIVICE LINE 7 ii INDY POINT LAM . , N . . , r• • /Cjil LAND1VOW OR FORMERLY DONNA COOK IMPROY D IMPROVED 9 111 , -I\ I 1 , . \ • \ -i, INH-llatITRdIT GUMFANY.SHULJWlM • • IST JE'Co$TRAc"TOR'8 EXPENSE. Iit_VO.NT 4TOR;IS'ALERTERi0.-1HL, !OUir ttlM_CODE Ttt)LE T63;AND"IS •` , Q �L"ir+C R FC R YIII RPOsE-OS'" • Cm?,kits INYoiNgolpAN1fO ,T w* MDERM1NED muNgtmE.cctUlpEOFci E+tt111NEERSHAU.t ;SE`L.tAHLE:FORM OtO AOT;OR 0;k tESULT.OE•1N•E ERAO NDEROROUND"FACI6YI'IES�WITN.Sq&P/I ' IDt1 T'R L;COD,E.-THE;CON'I OCTOR':S IS OPEE tek iONS;Wr114 1HE.VARtOlUS CO 17EREsTS WILL:BE,AFFECTEf)BY TI•IIS . 1 BACHFILL WITH Ci • c / . P MINIMUM,Z'MPI. • • 8' DIAMETER X- - 2'EFFECTIVE DEPTH-LEACHING , 1 . POOL 1 3'MIN . 1 _ _ WHEN CONSIDERED ' '..-..±-2'TO GROUND Y UNDISTURBED •' 'NECESSARY BY THE DEPARTMENT .AI - _ _,_ .. • SOIL . 2 - 14 CONSTRUCTION OF SSDS TO BE IN ACCORDANCE WITH'THESE PLANS ANY FIELD CHANGES TO THE t LOCATION OF THE PROPOSED SEPTIC STRUCTURES SHOWN HEREON WILL REQUIRE REVIEW AND /iVril APPROVAL BY THE CERTIFYING ENGINEER IN CONSULTATION WITH THE PUTNAM COUNTY HEALTH et a Q QEPARl MENT'PRIOR TO INSTALLATION„ m 2 '� - }' S HE TOTAL SEPTIC SYSTEM CAPACITY SHALL BE FOR A 3 BEDROOM SINGLE FAMILY RESIDENCE Q V q �A. , a..i:.. �...»..v,..-.�...cc,�,7..+v-,,.,„...,,,,.....,,,,+,w�,, � .. -• - l v W Q fi I l +t4' J)d i,,c, Lt�i vbi A PROVIDE(�)--8'DIAMETER X 2'HIGH LEACHING CHAMBERS. 1 14 k bd'Y I4�Ge, Pi 1,e411Li l rS,e,.r iic4$ EXISTING CL • • • : •ND GRAVEL ,' 16 PROVIDE A PRECAST CONCRETE SEPTIC TANK HAVING A NOMINAL LIQUID CAPACITY OF 1500 GALLONS �+ /� • (� IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT ALL SITE INSPECTIONS,THE CONTRACTOR SHALL 7. � - � c i2 )1c £h 3Q)- 1 C c-i , 01,) s -- )vim✓ ^ ' NOTIFY THE SUPFOLKL:OUNTY HEALTH DEPARTMENT AND THE CERTIFYING ENGINEER AT LEAST 24 HRS ' /..:If _ / PRIOR TO THE START OF CONSTRUCTION OF THE SEPTIC SYSTEM C �� v 10 vJ ' `, J. ''1l' � �� 17 THIS PLAN IS FOR SEPTIC APPLICATION ONLY FOR THE PROPOSED AND IS NOT TO BE USED AS A SITE , PLAN UNLESS OTHERWISE APPROVED-BY THE DESIGN ENGINEER k L LEACHING PIT SECTION 18 EXISTING SURVEY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN WAS TAKEN FROM MAP ENTITLED>'RO•BA'AIEVON SOLM-0D AS PREPARED BY NORTHSTAR .DATED 10R6/2G01 BE WITNESSED BY THE SUFFOLK COUNTY DEPARTMENT OF' 19 EXACT SETBACK LINESAND PROPERTY LINES TO BE DETERMINED BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION (NOT PART OF THIS CONTRACT) 5 20 AREA IS SERVICED BY WELL NO WELL IS WITHIN 100 FEET OF SEPTIC SYSTEM OR OIL TANK UNLESS OTHERWISE NOTED ON MAP,NO WELLS OR SEPTIC SYSTEMS ARE WITHIN 200'DOWN SLOPE OF THE PROPOSED SYSTEM DE 21 THIS SYSTEM IS NOT DESIGNED TO ACCEPT THE WASTES FROM CELLAR DRAINS,FOOTINGS,AREA OR ROOF DRAINAGE,CONNECTION FROM POOLS,BACKWASH FROM WATER TREATMENT DEVICES OR • DISCHARGE FROM LARGE WHIRLPOOL TYPE BATHS OR THEIR FILTER SYSTEMS 22 ALL EXISTING OR PROPOSED ROOF LEADERS,DRAINAGE OR,CURTAIN DRAIN DISCHARGE LINES SHALL HAVE A MINIMUM OF 25 FEET SEPARATION DISTANCE IF LOCATED UPGRADE OF THE SEPTIC SYSTEM ' SHOWN HEREON(OR 60 FEET MINIMUM,IF LOCATED DOWNGRADE)AND FLOW SHALL BE DIRECTED AWAY FROM THE SEPTIC SYSTEM ' 6 WPFOLbf COMITY DEMMENT OF HEAL EI SERVICES PIT ar°� AL O�PCONSTitUCrION FORA -. •'-r'.---2.: CO iVIGLE FAMILY RESIDEN!<S ONLY , , °ATOM-.. , 0----5, n ' KS RE Aigp* a.1 0 - 61 -GI -5.."' '::;- -... '''....7.s.:'. °PPROD •s ,. i DETAIL OR MAXIMUM OP__ = 'ROOMS _; ; : L �_. EXPIR138 THEE8YEARSFROMDATEOPAPPROVAL ' ' : .- ,34 I ' ' RETAINING WALL �! NTS H.S.REFERENCE N0:R 10-01-235 . OWNER: 10 EDWARD WERTHNER PO BOX 450 JAMESPORT, NEW YORK 11947 . ...:.....] • 516-333-2630 1516-A 19-3966 . • 5 • • ��of NEyv ., '',,4 / DATE' (4 • ':A SEPTI1C SYSTEM STEM DE�IGN 1211012001 o * SCALE JAS NOTED id. 0 to_ • .h� .:: r.:., L., PROPERTY LOCATION: #�FoA�°727701P. WINDY POINT LANE-"MAIN BAYVIEW" ROAD DRAWN BY o_Fr��'a� BAYVIEW TOWN OF SOUTHHOLD, D. KNAPP, PE SUFFOLK COUNTY, NEW YORK LOTs:2 8 3 ) S.C.T.M: DISTRICT 4000; SECTION 078,;BLOCK'OS; FILE NO. , • :. • j I .• ,,< l.: :, : : - • _ DRK CONSULTING -ENGINEERS IIJI II)) DATE BY 2 DALE AVENUE, SOMERS, NEW YORK 10989 (914)-248-7726, FAX(914)-248-7726' ' DWG. NO. R E O. DATE BY I . WERTHNER _ :; _