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HomeMy WebLinkAboutGreenport Heights Development (2) •, %p � f SOiryo ELIZABETH A.NEVILLE11 �O 4 Town Hall, 53095 Main Road TOWN CLERK P.O. Box 1179 REGISTRAR OF VITAL STATISTICS t/, i.e Southold, New York 11971 MARRIAGE OFFICER :° • Fax�1�, Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER 1Telephone(631) 765-1800 FREEDOM OF INFORMATION OFFICER ��COWINs� Ir�,�• 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. 3323 N Residential Non-Residential X Fee $ 25.00 Septic X Cesspool PERMIT ISSUED TO: Name : GREENPORT HEIGHTS DEVELOPMENT Address 1: PO BOX 75 City St Zip GREENPORT NY 11944 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 #C10-03-0014 Name Of Owner GREENPORT HEIGHTS DEVELOPMENT Mailing Address 1 PO BOX 75 City St Zip GREENPORT NY 11944 Property Address 1 3590 OLD NORTH ROAD City St Zip SOUTHOLD NY 11971 Tax Map No. section 45.00 block 4 lot 3.001 Cross Street MORRES LANE Building Permit Number Cross Reference: Issue Date: 7/08/05 Elizabeth A. Neville Southold Town Clerk (TOWN SEAL) Y .r. ,,,,,,............ �,,,i *OF SO(/, 31/43.), ELIZABETH A.NEVILLE 1 ,O 4 t Town Hall, 53095 Main Road TOWN CLERK 4,, P.O. Box 1179 REGISTRAR OF VITAL STATISTICS It , yg Southold, New York 11971 MARRIAGE OFFICER `` •• •) l', Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER 0° Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER -IaCOU ,0; 0 southoldtown.northfork.net '%i... Sig -7 t ' , , t� , OFFICE OF THE TOWN CLERK l TOWN OF SOUTHOLD 1, MAY 1 8 NOS L.) ;, '1'0: L._ - -S'ouhold J'ownlBuilding Department F _ Linda J. Cooper, Southold Town Clerk's Office DATED: May 17, 2005 Transmitted herewith is a copy of application No. 3466 for a Cesspool/Septic Tank Construction Permit submitted by: Greenport Heights Development LLC Michael Domino 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 * * * * * * * * * * * * I have reviewed the application and location map of the project cited above and make the following recommendations: APPROVE DISAPPROVE Comments: II ____ _ Ar_ — +/� _ — I - Av A/r 274,,e....4,...", 44> Signature Dated ,•°'•0.�gtlFF0��c0; ELIZABETH A.NEVILLE 'ie 0 Gy\ Town Hall,53095 Main Road TOWN CLERK 1 P.O. Box 1179 REGISTRAR OF VITAL STATISTICS �y. ; Southold, New York 11971 OFFICER `, O �� Fax(631) 765-6145 MARRIAGE RECORDS MANAGEMENT OFFICER y 0' 0 Telephone(631) 765-1800 FREEDOM OF INFORMATION OFFICER O'� ' ' �� southoldtown.northfork.net ,, OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential @ $10 £ or Non-Residential @ $25 Application No. v! / -4j-"( Permit No. Applicant Name (r r'lt/o l 14 kir �p /e(6)J"-- LL(• , �f 'r 1iii4 Applicant Mailing Address P 0 Ary 7r 5j i-, 1-4 n/I illy • lir )/ Septic Tank V or Cesspool Brief Description of Proposed Construction or Alteration r\ u) 1rUC —. Location of Proposed Construction/Alteration:C ''11 Owner of Property: ✓-tet po 4 /1-f5 De a. t'-C 42?-4442,1 �O i r jI , Owner Mailing Address: / a/g+ x 71- _S0 �2 (1 A71 it ti 7 i Owner Property Address: cerm4e/ ;')y0 £2 /-'i'/ Al $0 .-L (i it' X, i( '?i Name and phone number of contact person 5 a, Tax Map No: (O Section ci-1` Block o y Lot 3. Cross Street Moot es 444_49 . -etAy NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY WITH HEALTH DEPARTMENT APPROVAL 41/1141t•vt-eal 4-0)144A-Z- ark/Of Signature of Appiicant D ale Received by: � �y�v _� .i 5 f12°24'�p,� y VILLA �p� b" TRAFrIG / ' •NIIIrtlie ... : ' ' v-:::a.;ll': '''t7*'' ' . ' E OF 6 Ni BEARtNi� -,' REE `�a 8p - -......� 2G�_ j ORT 5L/ '` r•* + q.; f ..,......,,� I q.5 a IF1_ET / j 19.2 tyfltd. 4" ptA, , 371 / CLASS 2400 1 / � '/t— 20.1 I, p j , / I�. S FLAG I �; 1 I N /21.7 i 0 .�; .....'41#0,.,�.,..4*- ... (1 silk1.11110111111111.1 , Alit. ti ti ` iq2 • suis.. 1q.2 1 N Q �,FLAG jlik. , ALL FRESNI TER kETLANDS 22— \2/0 31 std 23- EDGE OF t=RESH ATER Y TALNDS AS_____.ALL -- � FLAFGED BY EN-CONSULTANTS, Inc. f 23.9 ON DECEMBER Iq, 2003 sok ILL 24 - ' t 1 I \ IL?.1 / FLA 1 l 4 FLAG \ 0 - . - - 1 FLA _ I t \ 21.1 � � 1 2�.1 ` f / t SN, 1I 1 I / 21.G� lt\ 2�.4 — i �- t f t ,147$F '1�Vit" i +- . t AREA TO REMAIN t�lATURAL 1 - --=11:foolitIkKs' ", _ ,,, _ ' : . i 23.7 2,3.6 t 21 .;. • - 2 . 43.E k 21.E .T- , -. :..,:,.-,-.r .' I v I 2 .4 � ' LIMIT OF BUFFER ZONE � .1 �,A�, � ,:- W06TEE +4 a e: 24.4 \ I -- --�2 TAW r I ; LIMIT �' P , r GLEA�IN6 ttw2.4om0' tib/. :. ! pf4�pL� - 23'RKO a ` i 1 Al 8tl5INE55 1 _ r r- l'-, 4AMI rA 1,41146., � E i>r RI4 ' 4/O/F \ i G. FOHRKOLB 1 ; PC7hiRKOL' i 1 GLEA�RIN6 I , I VERAL BUSINESS • ` MO �i {�i WATERS r� `� , ,.�, a ipc► G=25.0 11W--"--2.475-\ ) , \ ;.To '" s+r:24.5 t' -.41111111111P7"."67.24.4 1 23.7 N/O/f= ; 5ED GRAVEL = i 1 �: FOR GROSS I 1 { 24. + ItL£ RI`ALTY , S. CURB TO -7----...::.:-.;--—' O' ZONED: i :f AL rt 4:' ' ; ,. - ,, : i° REVEAL *� -- ,.IC. WATER ....--, --.....<:::> \ =24.0 ` ` • a4. ' -Vii: 24 3 Tp- 24.6 ' --,r'OSED IO`0x3' EFF. ` DEPTH LEAGHI -= \ - m. 5.b / ` w/ GURS INLET (TYP)� `' 1 / ,, X4.0 "` / 1 sir,i {3 T6=24.5IO�x3 �, K �>. . ' ` �. 7;1/4: y ;,:1' : ',,' '*1 ie 14;iik/ '. C=24.y• 2 1 '' ,e!� \ PROPOSED —�1. / w/ 5f ..cDR (TYP,}rASPHALT k / t1 : ` PARKING AREA G=-� 1 g<>'''.. -� i,tY I 25,4 I i - i 81'_4a ���""IIIIIIIIIIIIIIimilfiV,....._,m.... 251lid k ' G=25.5 `4.2 `PROPOSED`. al =25.0 3Q50 5.FT. RETAIL UILDING 1 24.,6 (24CJ MAtiFyyll dOR + f55O 4 4.7 4 ST :: �I HANI GS) „ ,,it, :: F E 25 4 AT L. 5.0 _ • • G=255 =25.0 ) N/O/F X4.7 F.F X5.5 �, 4 1 t ' :OBERT SGHOENSTEIN �` 8�'-2” 744 � • �- ,: • FRED SGHOENSTEIN \� It GENERAL BU51NE55 h' f ................................. PUBLIC WATER I X4.e . .,. :� 1 111131111W • Wilii0111 \� <>-- 3.q ♦ 1`�T WATER SER1J10 ♦ ; { ♦ 23,5 ( _/ EP _ I*+ C ' -.�4.$ T ! I STORY G=25..6. ' 23.E s E \ '�Lf� F P��- 1 i } _. � } �' FRAME HOUSE 25 -- .5 ♦ { " .,,,....--.7--' r • 225q T . 22. ::� 20' MIN. Lp/ 2.q ` 11 78,1.-2• 2.5 A it $ P ?' F ?DPe:. ogy r'' 1 4 t� E3& r ` I< 6 UTILIT ..- .r►• wisr. i � :u .t ...----• ;.-':''_ZZu - „,2.e-t\ '' _- . -: - —. --'''''''''''.'”' },ti (P� �L 2 �� u { � � ... -- rr 2 �" 2 NOSE _.+ d 2 _ 1. !,J ,, . 11 - 'ft - l i - • j TANK 'I pr- LEACHING I 3'► N. 'J MHJ. •. . . . , .. IL -,-, rt::::it, ,...,...._.-----......,..-• - -7---r•-:-. 1 1 '4,4.1fi.§441-***0 • ' ' ::. ,• .....„.... .... , ' p '.:': :1 -: 1 t , , . 1 ,4T � � 4a .,.., i "/T :AFP'''-' 15.14:g-' '' ' ''. -'''''' '''''' '' 4441*- - ' -'''' ' SIL t�A,E9R{ 13F3T. EL. CC'S` ti SOL • —.....-,....--s—,,‘ MATER! v, 8"MIN. \ L Y{Nse 5444p AND faRAVEL. STRATA �, v r r LA{2 ST5 F FULL - TEAf�L.� t'�1{ .<PrT.01 00 Jt . i G . t N.f�{TGH if4" A' ''.1-:,"''-- Tia".!'7.`, t - {, fUL �{ {� NUT REG�111�3 RA - MA'{'1�?tAL 1:X1 OR DEPTH 2 DOLL R MA f R{AL SMALL CLEAAi 6RAV1 L OR SANK R)NV �1 � "'" . 1' 3. ALL PRA NASE ST JCTURES t iST 8E >r W{TN F{L i{Pt FAHR{G. iS[' r GMITAMZY LEA • ter., . ,tir r r ' ' . '.'.- . '`-'''Mt0$41- '::4- '-7,':.' ',..4-,e-..: : -_ - _ ', . . : . 7---.:.:----•,:-4°41 '''' ' I- . '," ' . ,Aub0 ; TEST SLE t7ATA t �,. , F �ir,Y cA C7t-#5 fificr � "- T Zth1E= !V SITE _ � c 'E�/hGR (VIITNESS 13Y SG .,-' = B..235' MIXED SANC> t LOAM - y}w�] r! U.4)potl #r+ '" .F? - k\AL- ' '1"' L ' ' 't ' '' ' ' '',;:::: 165'. . .: = 'V ., t .. . TbrAk. =;,2-I. ePP e 4 ' . Tr Ts s -- _�,. � + 4 2 �ALL 5 R)1R C? WATER IN wN 1 ► `'" t$E V 1 • A. x In' LAI .... GLAD t�SANDY � . .� ,. { �P`�'1� TANK 1200 �_ ‘1)".' ► 1. = . lSTMI� � - ; �. ' ' ':' iM. , 1l .E. = 144 SGt.FT. ? i` 1)4 ,, Gr1VE 1 EPTH LEAGIlit+16 POOLS 7 4 1 ATE'PLAN 51T.E 1 CM1�t1h JM SYSTEM = 300 SQ.FT. ----- 44' I VlAittt IN HROfrN FINE a, Tot OI1R- SANG) Sr ... = 144 r 5' P e ASE TRAP = 1000 erD `AR MA( 2!°' '} -t : � Ptd7 ..... « eRAcit rs t �To 1. CRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF + 3000 psl AT 28 DAYS. EXISTING GRADE x 0.00 jar b1 Vii' • illirlia 2. WALL THIC.KNt� SHALL BE A MINIMUM OF 4", A TOP THICKNE a ., ; r� � � , �� �. OF �+" AND A B "t'OM THICKNESS +6". ALL HALLS, BOTTOM ASND alMIR Fr. I - -: _ ? ., , 4 TOP SHALL CONT/41 `. TO RESIST AN APPLIED FORCE- PROPOSED &RADE O OU Hitt OF I. . ... r t1 r 3. l! , .JOINTS SH4 Be5E ASL SO TI-IAT THE TANKIS 0 ptA P"iIG T+ 1*4AT R'TI9HT 1' 3 A EVEt. IN ALL PROPOSEL7 LEACHIN+S =1 � �iota. l ,, : 4;O-E TK.piAmtit T44 O HAJ BE INS AJLL.EE* T L " POOL WITH CUR J INLET \r___:/ 1°741:717' J+4 Jt ye, . , [DIT T t+15 (# ITI-1 A..MAX.>€OLI~ °�N ff tl/4 ) ON A MINIMUM 3 J It , , ' : TNIGK I OIC Cot:, � T D SAND OR f A t RAVEL. ,i' .-,-.I1', ! 5. A 5' HIM I TWEEN SEP1IC TANK AND BUILDING SHALL PROPOSECD LEACHING / -, - I -I �--- N l BE MAINTAINED. POOL WITH SOLID COVER \ 'j � 4 LEA,O � POOLS ( w t ' PANS ON P . — .r. +ems-wY —..,;4411.--1-"'"'"1,."-1" ."4-1, .. . . ,.5�" 'a .�fi+'.., ~ Via , fi TO SE TI JC;TE D OF BAST EX t 04L • /° 9 I. LI��GhI�NG Wt�1.:5 REINFORCEDC k RE E (OR EQUAL) LEACHING STRUCTURES, SOLID i < Domes AND/ SLABS. EXISTING CONTOUR --- 2: ALL COVERS SHALL BE OF PRECAST REINFORCED,CONCRETE (OR MAL). - 3.-A 10* MIN. DISTANCE gerveeN LEACHINS POOLS AND HATER EXISTING CONTOUR TO .......... . ............... ....... • LINE SHALL BE MAINTAIteD. BE MANIPULAl L ) . OF TI TION DETAILS PROPOSED CONTOUR • : I USE ONE (I) REINFORCEDPRECAST CON'.,RETE SEPTIC TANK. 0 •,,d - aim 0 1. Z 4000 € SURFACE HATER FLOW �--- 1".r.i 2. USE .FIVE 1'5) 8 FT. DIAMETER, 3 FT. HIGH PRECAST CONCRETE)_____i t"""'� LEACHINS RINGS. iiio, 3. USE 4 INCH DIAMETER, APPROVED SEWER PIPE T. F.RoposED DRAiNA6E 4. THE WASTELINE FROM THE SEPTIC TANK SHOULD ENTER THE . 410,--1 1 rni MAIN RIMS AS HIGH POSSIBLE. LEACHING POOL NO. _„ 1 5, BACKFILL MA t LlrttAL SHALL 8E COARSE SAND AND CARAVEL. -(0,, i"1"1 til 6. SLABS SHALL I 8E'I .EN 10' AND 14' BELOW GRADE. 4 '" tS'" 1, SOLIC) CONCRETE COVER SHALL BE EETPEEN 6" AND 12" BELOH Immi4 g x r GRADE. D UtVEL. &. BOTTOM OP FOOL SHALL BE A MINIMS OF 2 FEET {45OV!E SW&CountY DePartmetafHad*Ouvic s y • 2 T' ASAGOR *A .1144Z/SP i< ' T.G. _ 24.2' NOT TO SALE • G ' 4I of► Z IL ace rsuaiesppa ietet aNwtafhn orbyre//y !>Lekntatooldi d3SdeMt,- 0&Yie/riesr Ee�rrbeioapil sfaaiWd!blld©req+ �tith s 4 .mIasi lbaa8pNt wstae be nsIn LTimi (3 cif) 1 ages rpe�er� aived bi d.Detis apProval . „„,,,,,,,,,,7t opiroo II i prem the • • cr� IlINAL NA,54E.,11.1goljtai ,d --- 11114.1.1111.1410 rr , ' g• TRAFFIC d ) EEA21N6 SLAB M.. =2"5' ) ) ( C - ;,.4 jj II' p 1iiii r SEPTIC, - LEACHING ''-2- 1 Cni C , _ ,. k **—z 7 t .=]. \ .. INV. f3.. 21.5' POOL. _i r 3' Ft1N . .. y . 3 MIN. i (I OF 5)•EI.• 22•/,' rail A ' _______ •. �` f .. • i.=. t �t�. /_..._ a , ! r 1