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HomeMy WebLinkAbout1000-31.-5-6 S) 4'F p�pry Gµ, LO ISIgNO SDUND Wp TYPICAL SEWAGE DISPOSAL SYSTEM HOUSE TOP BURIED (NOT TO SCALE) 4' DEEP max. FINISHED GRADE DAM POND PRECAST REINFORCED CONCRETE COVERFINISH GRADE BURIED 1' DEEP mC Sold 2' DEEP max AST I. LOCKING, WATERTIGHT k INSECT PROOF CASs IRON COVER TO GRADE N. 4' tlio APPROVED PIPE 2U"min 20•,nln MIN E PITCHED 1 4" 1' APPROVED PIPE cxlmrve' 1 PITCHED 1/B"/1' o INVERT Bf INVERT 3 m FLOW BAFFLE BOTTOMy,p1g, as rASHIM Foot SUBJECT PREMISES IAB' arc. DAM POND u xlxIUN eewmunox SEPTIC TANK (11 `�xoTulo o�w°.rEf 3GROUNDWATER vlKclx maul ofsual.wo cenvu 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE 15 1.000 GALLONS 1 TANK, 8' LONG, 4'-SWIDE, W-7" DEEP rm" 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 pm AT 26 DAYS. Up 3 WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A B070M THICKNESS OF 4" LEACHING POOL ALL WALLS, B070M AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf y 4. ALL JOINTS SHALL BE SEALED 50 THAT THE TANK IS WATERTIGHT. 1 MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE 15 300 sq it SIDEWALL AREA. 5, THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAY. TOLERANCE OF 21/4') 3 POOLS; 4' DEEP. 8' oil. A ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. ren 6 A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED 2 LEACHING STRUCTURESLEDICHING POOLS ARE ?SOLID O BE CDOMES UAND YRCTED F SILOS REINFORCED CONCRETE (OR EQUAL) 3, ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL) qh\ 4. A 10' mm. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED, 5 AN B' vela DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. P15 Dye 8 AN 6' Th. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. MAIN ROAD � evi PIGS SCALE 4 KEY MAP SCALE 1"=600' 6DEPOLK COTTNTY DEPARTT6NT OF HEALTH SERVICES HAUPPAUGE. NY Dote 69. S 3 L Wt,-_` e PpND The Is to cer<,fy that the proposed Realty SabtllNelan or Development /4NOs, �� far In the with a total ofo lot was ppmve a on me have date water Smaller. ad Sewage Dlepaeol Falelithi. most ...form to axeloome, Standards 1, eflest of the Laos W �� SEAWq of deramotmn and are subject to separate pemata pursuant to those standards In, Mal shall be a.III only If the r olty suralvlelon/ development maonse duly Tied with the County Clark within one your A/ NE vey glum for the III of this op n fAOpN, �\ which this antl resomat appears n the Offee of the County Clerk 1n "PPgp4,�� Suffolk County Sthtl ry Provisions'af the Public Health Low ono the 4f4Tf EOCE OF zjO 8 o e 2' LFlNOS��� do d, N Vida A Wrat PE. \\ \ pS R. olrecmp avlslox or Environmental Duality I yt \ m t aL T^ s OWNER & APPLICANT: 1 � 4 dal PECONIC LAND TRUST, INCORPORATED wOf ps'F OYSTERPONDS HISTORICAL SOCIETY cc C/O CHARLES CUDDY, Esq. 445 GRIFFING AVE. M ` \ RIVERHEAD NY 11901 n ' [nom T to a ncre, Go x a \ A I� n S �` 4S3• � BUILDING ZONE DISTRICT: R-80 � BE SCHOOL DISTRICT: OYSTER PONDS FIRE DISTRICT: EAST MARION 90`r9• COR, NOTE: 1. TOPOGRAPHY SCALED FROM TOPOGRAPHICAL MAP OF FIVE EASTERN TOWNS jEXISTING CONTOUR LINES ARE SHOWN THUS: — — — —80— — — — a LOT 1 \\ AREA TO BE AQUI RED BY PECONIC LAND TRUST \ oo`\ \ LOT AREA = 119.680 s ft. 2.748 ac. - \ ,m.£o\ °" 5 08.09'12" W \\ 4 ( ) 1 I a `� 22 14' THIS IS TO CERTIFY THE SUBDIVISION PLAN HAS BEEN APPROVED BY THE PLANNING BOARD OF THE TOWN OF SOUTHOLO BY RESOLUTION 9 5 35'39'17" E OF APPROVAL DATED 16.27' N 86'04'26" E te \ i ,n AL — 25.95' ) STK i / SEI STK. eN. 130.06' gW. BY coNcO MON' 2p 00" W ,dn v4 CHAIRMAN PLANNING BOARD IS 77 Wk. I i � HEREBY CERTIFY THAT THIS MAP WAS MADE 'O 1 n BY US FROM ACTUAL SURVEYS COMPLETED I N. 1 O AUGUST 2011 AND THAT ALL CONCRETE I AO MONUMENTS SHOWN THUS . HEREON L ACTUALLY EXIST AND THEIR POSITIONS ARE CORRECTLY SHOWN AND ALL DIMENSIONAL / 252.83' m `- ETY' I�'C AND GEDETIC DETAILS ARE CORRECT ICA L STERRONDS g15'TOR / ) "" OY DWEWNG )S_ / H 1 S 77.20'00' W OPEN AREA d\12,600 sq. ft. o 251.18 Q.289 ac. I TYPICAL PLOT PLAN So (NOT TO SCALE) 6 u N "I'zo Go' E .' i L(YI' 2'•. ', and urs '^ AREA TOBE RETAINED BY, g ' OYSTERPONDS HISTORICAL SOCIETY' No \ `\ METES AND BOUNDS FOR N ''.,�%.�;'TordC Loi AREA'- a B585e '15' sq; 15' WIDE ACCESS EASEMENT o '; ` (n o HISTORIC PRESERVATION/ACCESSORY ❑A N 11'34'15" W 109.71' 2 "•, Xy STRUCTURE AREA = 69,692 sq. ft. round .600 C. ❑B N 14'15'49" W 80.21' •:`ESN.<' -' '` :, I y Taxa,ew4n ¢S.u.NDjF�J _- © N 15'58'07" W 134.89' ;�� �;"a.,, \ -k' "SCSI, INS ❑D N 13'29'00" W 216.59' marals ❑E R=40.00' L=21.33' wx, uix are SURNSlox ❑F R=40.00' L=21.05" 'V," ".w,�.,"al' , ��wL ws,F�`, �gpospar.: sa-wa:F No E �aoo� F I © N 14'32'50" W 150.54' E ',ii. 'i, .*"1e'`- ." Raw QH N 77.20'00" E 15.00, 111, 1(11 ,,. , i '�y 'tgAgp,poussi° 0 S 14'32'50" E 150.88' r $a" ❑J R=25.00' L=13.16''' Ay, ' ,.i gy}I �! ,___)0 an YF R 1". (TEST HOLE DUG BY NATHa T Coal III S ON MARCH 3, 2012) OK R=55.00' L=29.33' Irl ''� f ; ' •. / m I o TEST HOLE DATA © S 13'29'00" E 216.26' ' Iles" CL las '' .''•. �r �M S 15'58'07" E 1\z�„f x, shadiMAY mwo. 134.79' )�`L , .i •j( �o ii w '.; 4191° �\ ❑N S 14'15'49" E 80.79' ' lrPz 111 . L ' y j: —�_.'2 z sp1 ,frasun=suns.Siff ML �0 m S 11'34'15" E 114.44 D {" r", _,,L •II - Tax awrF.esu Is TO xsr own © R=1 .009.00' Lee15.63' UP I, s rT'2D / N_ it J K ra X 91 i N '11 i�1 rx,o:axva sw xE,o.ousE-a 15 1,'1 ,1 N `{ i, f I` 0 do A I _ ,\ tll� ;WI C lr OPEN AREA = 99,991 sq. ft. 2.296 Dc. N [^YZ \\I off i o A P7'1, I N STANDARD SUBDIVISION AND FINAL PLAT a117, \ OF SONIA STEIN PROPERTY rA 1AG SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK I7'i,i S.C. TAX No. 1000-31 -05-06 11i ''71i P — SCALE 1 " = 50' A 1 'I 'f/ ' adAUGUST 27, 2011 MARCH 15, 2012 SUBDIVISION N II0 J mnim e / 'I METER \.Hutt POLE ul.11 s a5PqAT vera L=23I9r "• "u•", ED o SrSE OF NFw APRpN R=1 009.00' ovcRIiEAO$'I�P°"a,,,. eiorwm __ 9 P DGE OF MINT �. CAFT \\�S MAIN ROAD (N.Y S. Rte. .ZS) PUBLIC WATER IN STREET M `p > �' P�7,• �4 s - USfS PUBLIC DWELLING a WATER OWELUNGWNRDL DWELLING USES /q. USES PUBLIC WATER N_ ¢ No 50457 Nathan Taft Corwin III hereby certify y m the water my direction and/or sewage disposalcare systems) for this project Land Surveyor were designed by me or under co direction Bosetl upon a careful and thorough study of Yor the soil, site and ground water conditions, all lots as proposed, conform to the Suffolk County Deportment of Health Services constructio effect os of this date JAMES V. DeLUCCA Q�G�ANCENTOOesyj� Saccessor To Stanley J IN lam � J, LS ARCHITECTJo,eph A. Inge9n0 L5 ' Ttie Surveys - Subdrmsions - Site Plans - Carstruchon Layout PHONE (631)727-1611 PHONE (631)727-2090 Fax (631)727-1727 N OFFICES LOCATED AT OFFICES LOCATED AT MAILING ADDRESS 16 LINDA LANE EAST 1586 Main Rood P.O. BOY 16 RIVERHEAD. New York 11901 Denali New York 11947 Annooport, NEW York 11947 N 31-160H sr Is Ne s�N LOG LAND s°uA,D ROq ° TYPICAL SEWAGE DISPOSAL SYSTF,M HOUSE TOP BURIED (NOT TO SCALE) 4DEEP max FINISHED GRADE DAM POND PRECAST REINFORCED CONCRETE COVERAi FINISH GRADE BURIED 1' DEEP mm 2 DEEP ne- 24"tlm LOCKING WATERTIGHT k INSECT PROOF CAST IRON COVER TO GRADE Is ,FPR OVED tlPIPE 20"m,n-s4 I-r BIG min MIN 4" did PITCHED 4" 1' APPROVED PIPE LIMNID INL_ _L �- PITCHED 1/8 DI INVERT) a- dd� No m —_ INVERT 3 m FLOW BAFFLE BOTTOM por MALE PAL, L FEELING POOL SUBJECT _� - PRECAST CONE �ir PREMISES -6 -I DAM POND o'n'u MR N rvFm n SEPTIC TANK (1) LEON a"TENNo o rM aE 3REPcreauluD wATEre "FAL°N or y+xH"nrvo cMveL I MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1.000 GALLONS p1 TANK, 6' LONG, 4'-3' WIDE, 6'-7- DEEP r„ 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 pv AT 28 DAYS 3 WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6' AND A BOTTOM THICKNESS OF 4" LEACHING POOL ALL WALLS, B070M AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 par 171 4. ALL JOINTS SHALL DE SCALED SO THAT THE TANK IS WATERTIGHT. 1. MINIMUM LEACHING SYSTEM FOR A I TO 4 BEDROOM HOUSE 15 300 sq ft SIDEWALL AREA 5 THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A VAR TOLERANCE OF ml/4') 3 POOLS, 4' DEEP. 9' tl,a pON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL 2 LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) fi A 10' min DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED LEACHING STRUCTURES, SOLID DOMES ANO/OR SLABS 3 ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL) 4 A 10' min DISTANCE eEIWECN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED, 'L51 5 AN B' min DISTANC AN ROAD E BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 5 Re 6. AN B' mm. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED M ANj 0P{ E5 OPND? KEY MAP I hereby Jerry that the Water Supply(e) and/or sewage disposal system(s) far this project SUFFOLK COUNTY DEPARTMENT OF HGALPH SERVICDB SCALE 1"=600' were designed by me or under my direction Based upon o careful and thorough study of DEPARTMENT NY. the sail, site and ground water conditions, all lots, as proposed, conform to the Suffolk County Department of Hee Rh Services construction standards In effect as of this dote Data S S D 69.O9 2B,• Aja This is In nearly that the prapasea Realty submma,aa or DayOPpmen, CA far In the AIM a drat Pl P, » nd sup=avec an Ins be PvLo,e Water Supplied and 5e,aga Diapaa Ihtie THAT concha 1n c n,Laettmdarde an eaffect at the liar 01 co natruchri, and or, cabled to -pi p—To'N put uont to th,ad\� N,PRO \�� smm .I ndaa The aparavanau be KOHL Only n mo e -any ,Ed!-[ an/ tP fOCB °F �rTlf Tr of KED!,data n'Carpo duly,a filed liven fae C r the nlmq Or t'he mapan O. Mpq NF wWdh this endorsement appears the Darns of the County qvN 'n OOIy ,rd,n,, with me pemSlana of ma PObro Hemro Law Ona Na Nunnk County Sanitary Cede pR0NrM4Tf fDOE 7J0 2 OF Y HfT LINOS \ w4 Vito A M,ner PE Brute, Owvon of Env Onmenml or, is � I i \SQs OWNER 9C APPLICANT. HALL°q 'p• PECONIC LAND TRUST, INCORPORATED er�N2S"f OYSTERPONDS HISTORICAL SOCIETY y °s C/O CHARLES CUDDY, Esq. 00 zz 445 GRIFFING AVE. '-3 RD A ilII.`. Pace, __ RIVERHEAD NY 11901 C, ' TOS 0 ']4/ Off do R\ � ALL n C F s J) N FCO. \\ ,IL. "s3, 0!�/' BUILDING ZONE DISTRICT: R-80 , SCHOOL DISTRICT: OYSTER PONDS ` Ss• FIRE DISTRICT: EAST MARION q.0 qp °a3j'• NO TE JS 1 Dp�kNgte \f(/N 1. TOPOGRAPHY SCALED FROM TOPOGRAPHICAL MAP OF FIVE EASTERN TOWNS LOT 1 f i EXISTING CONTOUR LINES ARE SHOWN THUS: — — — —80— — — — ` AREA TO BE AOUIRED BY PECONIC LAND TRUST e \ P • -- LOT AREA = 119,680 sq. f} (2.7490 \1 °C\ ' NA 001 15' ACCESS EASEMENT = 11,000 sq. f} (0.252 cc.)��\ sp\ �1A. I `➢" RR TOTAL = 130,680 sq. f}. (3.00 ac.) `\ ca FAA S 081 W THIS IS TO CERTIFY THE SUBDIVISION PLAN HAS BEEN APPROVED RR 1 a 22 14' BY THE PLANNING BOARD OF THE TOWN OF SOUTHOLD BY RESOLUTION j 2 S 35'39'17" E OF APPROVAL DATED / I wit's 16.27' 86.04'26" E 1 i / ° Alit 25.95' sE1 STH. Ofi ,IVC _ BY set STM wH. 130. CON MS 77.2_00' W wIt CHAIRMAN PLANNING BOARD _ wIt EN MENt / RD of I-DA N � 6LEE0R LOA O' I HEREBY CERTIFY THAT THIS MAP WAS MADE I / N 1 OI AUGUSTFROM 2011 AND THATALL CONCRETED ETE CRETE I - `'0) MONUMENTS SHOWN THUS • HEREON / �1 ACTUALLY EXIST AND THEIR POSITIONS ARE F Y I,ryC AND SHOWN AND ALL DIMENSIONAL AND GEODETIC DETAILS ARE CORRECT i 25203 m 15 5 HISTORICAL SOCt ETERPONDS / 1 UY DWELLING / H \ H 1 2Q 4 00' OPEN AREA =1 12,600 sq. f} S 77, `p.zas aa. ' e 1 _ TYPICAL PLOT PLAN --- 'A an 1 ".�' --- -- ------ (NOT TO SCALE) LOT 2', ;' "i AREA TO BE RETAINED BY ' OV STERPONDS HISTORICAL SOCIETY' as°" RR %1 :TOTAL LOT AREA = 182,283 sq. f5 \ METES AND BOUNDS FOR 4.185 ac. \\ 15' WIDE ACCESS EASEMENT -`i1 Pou - -' -` o m HISTORIC PRESERVATION/ACCESSORY ❑A N 11'34'15" W 109.71 ' ` r "°p z„�' STRUCTURE AREA = 69,692 sq ff n°aer 1.600 C. ❑e N 14'15'49" W 80.21' x9"" - - __ y o 1, 's HaLE.; 0 g.,gma a�Rv .�e,w T, m, PUTHE © N 15'58'07" W 134.89' '�.� — R "�' ED N 13'29'00" W 216.59' �� � n LEACHING 15—' 'm\; J; � .R\ M„wmL-y, Poons uw ea- vP.Arslan © R=40.00' L=21 .33' ,PN�'\ F i( YA _ - ) l l kl v A ' ' C� Raors 0 R=40.00' L=21 .05' 'E/u_' rw1`-° a _A auswa darn © N 14'3750" W 150.54' EE1 Rasa 1 ,1�1 '•J as1°PY ue e , . 0 N 77'20'00" E 'y 15.00' ;� . ' i% , ;v n?ay'x°user 0 S 14'32'50" E 150.88' g,,1,;)yt.,,_.asc"-""kill G a Mr CID _ e, = � o MY ❑J R=25.00' Lee 13.16' 1' 1' "D ri A'# �' T'w -'Jo y 5 T/ (TEST HOLE DUG BY NATHAN T CORNED IS. I S ON MARCH 3, 2012) go pr ❑K R=55.00' L=29.33' 1,,. OF 11 i. ;• as TEST HOLE DATA I - r z © S 13'29'00"7E 216.26' IIP \ "S z OWN AMPER LOW OF ❑M S 15'58'07" E 134.79' a j E a o 1. 1'( '1 �. w24191 F go nBy owuw,msam N S 14'15'49" E 80.79' 12 I; T, TV ❑O S 11'34'15" E 114.44 ,1 � � �� e,E:"rva �` %'� i oWPALE ALL N Far HE ITH a.aR.WLdo © R=1.009.00' L=15.63' I�zG po' w '� I J y than To E R 11 m- r 1P .a,,eµ1 mx cuvCL A. I '1A \R n to 1 m ` ., 0 I �\ ,11 1 , , ' 1 11 OPEN AREA = 99,991 BE. ff. 2.296 Qc. an ml,'4 ''1 0 11 5, GC b or N \ NO Yom\ \}.\.r `\➢ fr V1 \ C � o P N p'`1, '1 N \ STANDARD SUBDIVISION AND FINAL PLAT y 6 \II OF SONIA STEIN PROPERTY Go ,,X1,11 SITUATE ta EAST MARION ' TOWN OF SOUTHOLD d SUFFOLK COUNTY, NEW YORK 1', I S.C. TAX No. 1000-31 -05-06 1'I I 0 J SCALE 1 " = 50' Co� A I 'll do AUGUST 27, 2011 MARCH 15, 2012 SUBDIVISION m„ 60)65' 1 111 ' I I,I 1 �ueaLM„ -WATER In. a _ R unLllY POLE ur 11s-r- - 9�ar ate,+ OF NEW), A u R=1009.00' iOv[RHFnD naD L_23�- ----------- V1� FT CORS P EDGE Or ASPHALT AV ENT \'js MAIN ROAD (N Y TS, Rle 25) 1III3LIC WATER IN STREET �p As USES DWELLING USES°PUBucGwATEP SFO IAPA SJ DWELLING N,YTS LIC No 50457 USES PUBLIC WATER Nathan Taft Corwin III Land Surveyor Successor To Stanley J Tamen, Jr L S OC1 Joseph A TEPPER LS 5 2012 Trae Surveys — Sna,IVI6Ion5 — Sita Plane — Caneo-ud,or, LayOul PHONE (631)727-2090 Too (631)727-1727 OFFICES LOCAIED AT MAILING ADDRESS 1586 Mom Rood P O Box 16 Jamesport, New York 11947 J.ProD.H, New York 11947 31-160B STG N E B"� LONc Is py IAND sauND Rv� 0 TYPICAL SEWAGE DISPOSAL SYSTEM HOUSE TOP BURIED (NOT TO SCALE) DAM POND 6 DEEP Loos FIN15HED GRADE PRECAST REINFORCED CONCRETE COVER FINISH GRADE BURIED 1' DEEP min, 2' DEEP maTOGR 24"S. LOCKING, WATERTIGHT k INSECT PROOF CASs IRON COVER TO GRADE MIN. 4" tlm, APPROVED PIPE 20"mm,-.-I 2p"min MIN 4" tl,u ,+ PITCHED 1 4" 1' APPROVED PIPE q € on .L PITCHED 1/8"/1cwuxn eav INVERT INVERTni 3 m PLOW BAFFLE BOTTOM SUBJECT L wed SOL in PREMISES —� --II - DAM POND x c°NO SEPTIC TANK (1) `" ° " rN.Wro. x LEE WT11M 10 eE 3 GROUND WATER iecro sriL.F MND AND cuvEL - or Folin ANo DIATEL I. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS IADO GALLONS. 1 TANK; 9' LONG, 4'-3" WIDE, 5'-7" DEEP up 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 31000 Psi AT 29 DAYS -- 1�^ 3, WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 put LEACHING POOL 4 ALL JOINTS SHALL BE SEALED 50 THAT THE TANK P WATERTIGHT 1 MINIMUM 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL OWECTIONS LEACHING SYSTEM FORA 1 i0 4 BEDROOM HOUSE IS ]pp sit(WITH A MAX TOLERANCE OF }1/4") ] POOLS; 4' DEEP, B' de. A 1D' amid. DISTANCE BETWEEN SEPTIC TANK AND HOUSE E SHALL BE MAINTAINED. ET it SIOEWALL AREA ON 0' MINIMUM ]' THIGH BED OF COMPACTED SANG PSH GRAVEL 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) B LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS qhl 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL) 4 A lo' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED, {5 5 AN B' Iain DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. MAIN ROAD L`4 h, AN B' Orlin D15TANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. 0P{ SO Z KEY MAP Fa SCALE 1"=600' 1 hereby certify that the winter supply(s) and/or sewage dispasol system(s) for this protect were designed by me or under my direction. Based upon o careful and thorough study of SUFFOLK COUNTY DEPARTMENT OF HEALTH HERVICES the sod, Site and ground Water conditions, 011 IQte, as proposed, conform to the Suffolk County HAUPPAUGE, N.Y. Department of Health services construction standards in effect as of this date Dale S� AVL 3 o 69.Ol DA •� ' JI04�W zg•, f (� P O11�D Tnie ,e to cartily tM1ot IM1e pmp°see ge°Ily 5uhtllvlflon or Oevel°pment far 'n i . w on it Eli —with D Total a, avo on ne Water owal N 5f4k'A,pO � \ FonlLllee mush cen/mm ID construction wandore° to effect ct thecome Ptime u, EOG. �� of c n fruition °ntl ore subpcl t° a. rate permlle pureuanl to IM1°se o: TOE Mfy.�qf 4Nf ewetllopment This P Ps duly iliea be -I'D tM1e coluntr clerhoRlb nubd,.lsyen� pGly �\ ar IM1n date "'Consen! hereby wan for the tiling °f Ihieom°p ITT which this end,—dram oppe°re In the Oman of the County Clerk In ROkIMATp su�mpdcountywsonRary c°e;1el°ns of Pe Puhhc He°Itn Law one the Gp Or W �0,8z• _ kNDS Al + I-E0'• Vito A MIT., PC Do-ecmn MITI,— of Environmental QdnIkY dU THEOF / AL 's. OWNER & APPLICANT: . WPECONIC LAND TRUST, INCORPORATED I I T er 4Nvs OYSTERPONDS HISTORICAL SOCIETY GO. `� I "" `� C/O CHARLES CUDDY, Esq. y �Goz 445 GRIFFING AVE. N\ -------- -- RIVERHEAD NY 11901 d Ct "1N\ IP - e, o `\\1 AIL n ECCE xo \f0 V� BUILDING ZONE DISTRICT: R-80 SS SCHOOL DISTRICT: OYSTER PONDS _ Ali ,illFIRE DISTRICT: EAST MARION kill NOTE LOT I\ s kr+''fir `�f(ff N 1. TOPOGRAPHY SCALED FROM TOPOGRAPHICAL MAP OF FIVE EASTERN TOWNS AREA TO BE AOURED BY pECONIC LAND TRUST fODf hEXISTING CONTOUR LINES ARE SHOWN THUS: - — — -BIG ` s t '- LOT AREA = 119,680 sq. \ 'w 15' ACCESS EASEMENT = 71 000 q sef\ a'A•i ` TOTAL = 130,680 sq. ft. (3.00 ac.) ` of \ e v\ \\ oto\ EnS 08'09'12" W 22 14' THIS IS TO CERTIFY THE SUBDIVISION PLAN HAS BEEN APPROVED I / BY THE PLANNING BOARD OF THE TOWN OF SOUTHOLD BY RESOLUTION 5 35'39'17" E OF APPROVAL DATED 16.27' \v i i Yy A N 86'04'26" E / N Al � - 25.95' i SEI STK / _ / SET STK Be, 130 Ofi AV<__ BY cal Ms j7,2p p0° w' --' „li CHAIRMAN PLANNING BOARD j // w � - EpBEMENt WI. U, pl -L 'doiBLEFOR LOT 2 HEREBY CERTIFY THAT THIS MAP MAGE To �1 BY US FROM ACTUAL SURVEYS COMPLETED TED Cpl MONUMENTS SHOW AND THAT ALL CONCRETE / I MONNUMM ENTSTS SHOWN THEREON � y ACTUALLY EXIST AND THEIRHEIR POSITIONS ARE /i II 25293 mN'j5I \_5 HISTORICAL SOCIETY' 1'0'0 AND GEODETIC DEETAWN LSDARE DIMENSIONAL ORRECT NAL of TER 7S i H I OYS DwculNG 00' W OPEN AREA d S TT•20' \12,600 a.. H. s 10' Q.289' vc. LET - TED --- -- ------ TYPICAL PLOT PLAN - - (NOT TO SCALE) / LOT 2' PREsc al UNE r ' AREA TO BE RETAINED OYSTERPOIN S HISTORICAL SOCIETY<' METES AND BOUNDS FOR N '''� ;'TOTAL COT AREA = 162,263 sq. ft." `\ ;'` o, c `I 15' WIDE ACCESS EASEMENT a 4.1,85 a . i ED ❑A N 11.34'15' W , ,�g HISTORIC PRESERVATION/ACCESSORY 108,71' r" '�Jptl° STRUCTURE AREA = 69,692 sq, ft. x `�' 1 600 ac. ❑8 N 14'15'49" W 80.21' ;a;"•! N`' ..,' xoeet ,. ,. ,, G oz` o s\`." �w,'pwE: N .. Trn,11TO1iN, © 15'58'07" W 134.89' /, �- ' s . ack- ❑D N 13.29'00" W 216.59' - \ ` N. 15 N s s ❑E R=40.00' L=21.33' w' en w"` Land' e m ❑F R=40.00' L=21.05' F 1 ' ea{ © N 14'32'50" W 150.54' E �1 1'J z'so '° eoAo ❑H N 7720'00" E 15.00' . ,�,,;l� , . " ZPANS• use,. a . Ed 0 5 14.32'50" E 150.88' :`; P75 " WN, IFI K 0 R=25.00' L=13.16' 9� )�i "a Fi d _ m O R=55.00' L=29.33' 1' f I` y/ rAt (TEST HOLE DUG BY NATHAN T Cal ji, L ON WHICH 3, 2012) 1 9 AAA o TEST HOLE DATA © S 13'29'00" E 216.26' ' I,I P11 . 11�" / e ,1,1 £111 ,::x. - ❑M S 15'58'07" E 134.79' zi, "I 1 Ol xzEL on j � C, ❑N S 14'15'49" E 80.79' "�;`1T ��1 •,j �Qn+9Y ew xm eivpal sions �N- S 11'34'15" E 114.44 ❑P R=1.009.00' D ' lie L=15.63' GOT tE PAT ons.D.D4.vEL ew er.AND 5 7T2jj p0" w 11 % n o OO 11 I'D y-B Tom of 15 •N 'I,' 111 11WATER IN EAC ent °.IIIsw °Toew.es No IIs C It OPEN AREA = 99,991 sq. ft. 2.296 CC. no ✓, M� '115' �\ml "ora_z -____ cm wVlp � iT (TZ � p NCE p;' N STANDARD SUBDIVISION AND FINAL PLAT y B OF SONIA STEIN PROPERTY SITUATE EAST MARION TOWN OF SOUTHOLD d SUFFOLK COUNTY, NEW YORK IT o S.C. TAX No. 1000-31 -05-06 A SCALE 1 " = 50' AUGUST 27, 2011 MARCH 15, 2012 SUBDIVISION 1 0 ,iD !fin w +,Tam POLE UL 1 Is- - _ -s ro"R LD _ ___ _ OF NEIy r (N.DY SF ARteLr 25JENr Lode _ 57'____'_____�.I, I���_,S!^ I �� �'I� I_J y'`P�'(HFTCO�vI- re R-1 009.00' - onw« L-23I _ oV7RHEAD'i"jgE°g0e""L'" '111 _ P MAIN ROAD * z PUBLIC WATER IN STREET _ 111 L1Dws USES DWELLING SOLdnIT F Vffl 1 O� Pueuc P1 hnIhL lila Hi wgrER ,,,LNG wAtcR I._ -_ - --_—'- Fp loran SA/ DWELLING USES USES PUBLIC WATER NYS Lic Rob 50467 Nathan Taft Corwin III Land Surveyor Successor 1'0' 5RILY J. lecksen, Jr ITS Joseph A. Ingegno ITS Title Surveys - Subdivismns - Site Plans - Construction Layout PHONE (631)727-2090 ".. (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 15BB Moi, Rood ED Box 16 Jomesporq New York 11947 Jomesport, New York 11947 S rO4'f 9� LONG IAAND SOUND cy 4`0,9 ° TYPICAL SEWAGE DISPOSAL SYSTEM HOUSE TOP BURIED (NOT To SCALE) 4DEEP max, FINISHED GRACE DAM POND PRECAST REINFORCED CONCRETE COVER FINISH GRADE BURIED 1' DEEP THE 2' DEEP mox 24"tl,o LOCKING, WATERTIGHT k INSECT PROOF CAA IRON LOVER TO GRADE MIN 4' tl,o 20"min.—I Imo— MIN 4" tlm APPROVED PIPE 2O"mm APPROVED PIPEE NOEd PITCHED 1 4" 1' cxlmxn l PITCHED 1/9"/1' Uai INVERT 3' a f iD INVERT 3 m_ FLOW BAFFLE D, ..Y O 1. SUBJECT ar ewcun core CGUL 1. PREMISES L, 9 MINIMUM PENERNATEN DAM POND SEPTIC TANK (1) anx iu o>ww"Lm ee 3 GROUNDWATER Or sewo exo cwece OEM Mon A"a, 1 MINIMUM SEPTIC TANK CAPACITIES FOR A t TO 4 BEDROOM HOUSE IS 1,000 GALLONS 1 TANK, W LONG, 4'-3• WIDE, 6'-7" DEEP m 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 Dei AT 25 DAYS 3 WALL THICKNESS SHALL BE A MINIMUM OF S', A TOP THICKNESS OF 5" AND A BOTTOM THICKNESS OF 4" LEACHING POOL m ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 30D pcf ?� 4 ALL JOINTS SHALL BE SEALED 50 THAT THE TANK IS WATERTIGHT 1 MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 wq It SIDEWALL AREA 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAY TOLERANCE OF t1/4") 3 POOLS, 4' DEEP, a' die On ON A MINIMUM 3- THICK BED OF COMPACTED SAND OR PEA GRAVEL. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) ANI SILAll m 6 q 10' roto DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 3 ALLCOVERSSHALLBE OF PRECAST CHING STRUCTURES. SOLID DOMES SREINFFORCED CONCRETE (OR EOUL) 4 A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED q91 5 AN B' min DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED Rdo 6 AN B' min DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED MAIN ROAD NIZ �i �ZZ 'p0 G KEY MAP hereby certify that the water my direction ion Bc sewage disposal systems) for this project SUFFOLK COUNTY URPARTUGE, OF HEALTH SERVICES SCALE 1"=600' were designed by me or under co direction Based upon o s ,careful and thorough study of IBADPPAucU, N.Y. the sod, site and ground water conditions, all lots, as proposed, conform the Suffolk County Deportment of Health Services construction standards In effect as of this date Dote 5, S D 69. A )0 Tl° 978" 1V1 T.I. I. m cennr not the 4L W3y��� f pQ T'' vropeM.a R.aur sabawlalan or Da.empment in In. \Z NDS 1 V T for wltn o tocol of Ins woe 1l approved on the have data. Water SuPpliee and Seeing, Olepoeel 314 rocllldes. must conform to cn tructlon standard, In affect t the hme of construction and are subject to iii permib urauont to Noae 1.Na.be This cap....I that be volltl only R The ...lty aahtlmnlon/ .1 the do,. map tluly lller with theOver, County Clark wlltlh ane year to °CE �cT//f(/N which ethistendoorsementl appears in the Officeeof lithe CoFT unty Clerk in OF MfA°ON, n cordon a wRh UP pmvlawns aI the Lack Health Lew end the Su(tolk Ce.m, Sonitmy Cotle. g APA Ft E°Gf OF ?jO 8 ' 2 WfTIANpS��_ '.to A. Mnep P.E. Jus. NI r Dr.aar. Dmla,an of Enmranmamal Quality 1 all, LEE s OWNER & APPLICANT. PECONIC LAND TRUST, INCORPORATED OYSTERPONDS HISTORICAL SOCIETY �y °sem C/O CHARLES CUDDY, Esq. Co.z 445 GRIFFING AVE. y < -_ off\ RIVERHEAD NY 11901 z Pro gan 9 A ono Jim \t 3V. MY BUILDING ZONE DISTRICT: R-80 RESIDENTIAL LOW DENSITY"A" 3- xd \\ 5 SCHOOL DISTRICT: OYSTER PONDS \\ \ Ss• FIRE DISTRICT: EAST MARION 480 tt .OJ" s NOTE' 1. TOPOGRAPHY SCALED FROM TOPOGRAPHICAL MAP OF FIVE EASTERN TOWNS. LOT 1 t\ `� �N°s f°G Nf u' EXISTING CONTOUR LINES ARE SHOWN THUS: - — — -80- — — - AREA TO BE AQUIRED BY PECONC LAND TRUST fo LOT AREA = 119,680 sq. f}. (2.748�� \ On a\ m�UY \\ 15' ACCESS EASEMENT = 11,000 sq. ff. (0.252 oat TOTAL = 130,680 sq, f}. (3.00 ac.) \ o£mt Van 5 x\ 022.14 2" W THIS IS CERTIFY THE SUBDIVISION PLAN HAS BEEN APPROVED tl a as 22.14' BY THE PLANNING BOARD OF THE TOWN OF SOUTHOLD BY RESOLUTION \\a I j � 5 35'39'17° E OF APPROVAL DATED I 31.E 16.27' SNN N 86'04'26" E 314 ` 25.95' I STK BY STK 314 130 I FOUND 4oN CHAIRMAN PLANNING BOARD 1 GONG p0 __ LOU "I7'20--- EpSEMENT r4. —�PpSc�IgLEFO5' LOT 2 I HEREBY CERTIFY THAT THIS MAP WAS MADE BY US FROM ACTUAL SURVEYS COMPLETED UpIt A I AUGUST 27, 2011 AND THAT ALL CONCRETE N 01 MONUMENTS SHOWN THUS• HEREON ACTUALLY EXIST AND THEIR POSITIONS ARE CORRECTLY SHOWN AND ALL DIMENSIONAL AND GEODETIC DETAILS ARE CORRECT, ))/ II 85283 'mom 5 N101" CAL SOGIfiPY, 1 m 75 NISTOtoR RpONDS / II Ei DifELNG , qJ 25119' Zp'00 OPEN AREA =\\12,600 sq. ft. 5 �� Q.289 ac. ` - TYPICAL PLOT PLAN -- --- (NOT TO scALF) usli Li 'om 7COD AREA TO BE RETAINED BV: .0 OYSTERPONDS HISTORICAL SOCIETY', `v ,JTOTAL LOT AREA = 182,283 sq, ft.' \\ METES AND BOUNDS FOR T . 4.16s ac. : ' m S 15' WIDE ACCESS EASEMENT m is-,- z ♦wc7 HISTORIC PRESERVATION/ACCESSORY ❑A N 11'34'15' W 109.71' - - STRUCTURE AREA - 69,692 Sq. ft. Tose �';( ` ' 1600 ac. ' B N 14'15'49" W 80.21 ' Anw',` Llai r © N 15'58'07" W 134.89' G . ;��= •;,gpp,e :\\;,., p , ' =a..w V Q N 13'29'00" W 216.59' _ 1 g ,� 15 tS .,xw. sp 0 R=40.00' L=21 .33' NtCc- — r, N"�P001a A. \ code ' -,T1 ^w - ❑F R=40.00' L-21.05' F �\ u + I © N 14'32'50" W 150.54' E 1 .1�'., ❑H N 7720'00" E 15.00' •_; raa�a+ rT , Ont,to— er ❑I S 14'32'50" E 150.88' Prue,\`�,1\r- s Do IT OR=25.00' L=13.16' (TEST HOLE DUG BY AMMAN T CORWIN nL LS ON MARCH 3, SCUD ❑K R=55.00' L=29.33' \' -' 1, ' " I o TEST HOLE DATA m�`L 1 'o< 1' _ b © S 13'29'00" E 216.26' o ✓I wEL to 0 5 15'58'07" E 134.79' 1{ - `'i \ ax"N," III ME ',At 76 O ❑N S 14'15'49" E 80.79' no - e .,t X11 -'1 •, n - ❑0 S 11'34'15" E 114.44 Dii Y„OF i )� vy T in.m. Up As weE:,wn L. © R=1.009.00' L=15.63' IF up w d s 7T.xDDo' w - eo J H m 1{, lI I _ ON• k�i a.L be NE 10 a-"e-1o I I ly OPEN AREA = 99,991 sq. ft. ± u, 2.296 ac. tGa T5� x I �', \\\', `\ u'll Me fc K.z A � c, MINOR SUBDIVISION CLE ci� B =;\til N DICT SONIA STEIN PROPERTY rp P11, '' I fI SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-31 -05-06 0 i SCALE 1 " cz 50' A AUGUST 27, 2011 Ell MARCH 15, 2012 SUBDIVISION com I N 'll I P DOE OF P T P VE ENT ______ METER \�iILIIY POLE LIL 115�-- A$Pq�1 _ - - - APRON R=1 oDs,DD' OVERHEAD '�ITblal"ar,'e waw 'i� j ',', i, , , tEOF NE(yY 5�rytfaFT Oqf MAIN ROAD PUBLIC WATER IN STREET 'u s (N.YS. Rte 25) � L 25 202 i — USES DWELLPUBLIC ""UNG USES USES DWELLING ( �AIWID SV' _ 5, Lic NO. 50467 USES PUBLIC WATER Nathan - Taft Corwin III Land Surveyor Successor To. Stanley J Isokenn, Jr L 5. Joseph A Ingegna LS Title Surveys - Subdecers - Slte Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road DO Box 1B Jomesport, New York 11947 Jornesport, New York 11947 o��SUFFO(�-co 0 Gyp W = oy • �� SOUTHOLD PLANNING DEPARTMENT Subdivision Application Form - Sketch Approval APPLICATION IS HEREBY MADE to the Town of Southold Planning Board for SKETCH APPROVAL for the subdivision described herein. Come✓✓ctfion 1. Name of Subdivision -Hiner subdivision of Sonia Stein property 2. Suffolk County Tax Map# 1000-31-05-6 3. Type of Subdivision Standard F] Conservation [ ] 4. Hamlet East Marion 5. Street Address/ 12395 Main Road, East Marion, NY Project Location 6. Acreage of Site 7. 185 ac. t _ 7. Proposed Yield -2 lots 1 ' 8. Number of Lots Proposed 2 lots JULZ 2012 9. Zoning District R-80 i j ___-------- - I 10. Date of Submission July 13, 2012 11. Please provide the names, addresses and phone numbers for the following people: Applicant: Peconic Land Trust, Inc. _ Qyster Ponds HiatQrical Society, Inc. Sketch Plan Application Form 12395 Main Rd. , East Marion, NY 11939 Agent: Charles R .Cuddy, Esq. PO Box rM Riverhead, NY 11901 telll(631) 369-8200; Faxl (631) 369x9080 Property Owner(s): Peconic Land Trust Inc. Oyster,)Podds Historical Society Surveyor: Nathan T. Corwin, L.S. PO Box 16 Jamesport, NY 11947 tel 631 7_277-2090 Attorney: Charles R. CUddy, Esq. PO Box 1547 Riverhead, NY 11901 telll(631) 369-8200 12. Has an application for subdivision ever been filed for this property? If so,please indicate when and whether or notppproval was granted by the Planning Board. 13. Has a pre-submission conference been held with the Planning Board? If so,provide date. April 2012-with Planning Staff 14. Has the owner/applicant met with Land Preservation? If so,provide date. N/A 15. Is any part of the property in agricultural use? No 16. Is there an existing or proposed sale of development rights on the property? No 17. Does the owner own any adjacent properties? If so,please indicate the properties by S CTM#. 1000-31-05-7. 1 18. Are there any building permits currently pending on this property? If yes, please provide permit number(s). N/A 19.The site will be serviced by the following special districts or utility companies: Fire District East Marion Post Office East MArion School District Oyster Ponds Water Public water 20. Has LIPA or Keyspan been notified of the proposed subdivision? If so, please provide proof that service will be provided. No 21. Please indicate the type of open space propos;;d and how it will be managed? Preserved area will be managed by P�conic Land Trust 22.Are there any existing structures on the property? If so,please indicate the type of structure and its use(s). Will these structures remain, be removed or altered? 2-story frame barn & studio and 2-story frame house-will remain at the present location; presently used by historical society 23. Based on the parcel yield and the affordable housing requirement of the Town Code, how many Moderate Income Family Dwelling Units are proposed? If the number that will be built is less than 25%of the yield, please indicate how you intend on satisfying the requirement. N/A 24. Application completed by [ ] owner ] agent [ ] other Signature of Preparer Date 7 l3 1 Z