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HomeMy WebLinkAbout1000-45.-2-10.3 (2) N . o, LopLh b�L> NDA6 s \ \ N , o, F , VILLP(oE G(Zt ENPoR ( /Vo, 9 1 � - \ CI zSN r - f \ A? a ` A'v ', \ �// \ \ iL `\ -_J--�//r � - _ , \ \ ' .. 1 �` 9r\\ � - " � ,� � ' ' ^� • _` � ,. �•\ " - { -- - __ - - - �_ A� 1 , I � J`�✓ /. 1 1 'tel `\ � ' ✓ - .�{e� _ � ( �"-. \_ � i� - \ 1 � 1. '� � _ 11I � + 1 � I I Ir- X� 't J Lo 0 _ \ If 'IA , � / \ � \ ` • � � \-rv'-' - -- `i- �--.. _A _ � � _ / - . - . ----� f�'�'�`� V �r' ' I�XI�''fl�Nth ;Q W + l �A, Q •\ � ham; '� _ ` \ \ / � :`\'` I' , ' L " iii ^I'- " \ `� \ ` I /�k - - \ �\ 2, �,• :1 _ ' �Z: _ - - - 1`t - _ 4g �-''—' • _ \ , _ 1' J j. NJV - I kC SI Ltj rAn 1 I J ! ti - / I y\ \ eF 1 v v 1 V • v ` v � / 1 v / 2, I• n, _�`` \ \ �" ;�. � ` \ � , \ 1 _ 1, � I 711 21 It N s 50 000 I � . i1 �� � 1 / � 'J r"\ �% ,�`f�, � ���� j � � , v I• r ,�, � 2. x,. et Ar �''� ,. � 1, •� \� WILLIAM M _i=N� 31 lz Irvlv r ' I 1 2. GALE 'C 1 S `'n 1 � � O��j�' � � L �UN�' � Y- � ` I '' � 2• \ \ \`\ •t Z, I '. ---- .-'"� � _ \ �. / � � r i �'4 � \ - - - � ' 1.^ li ,ti � / - 1 \ z ,� • -%`YI 'i . � •"-\I �! _ l6 V� 1 �' _ --.-.' _ • _ -� / - I • , / • , � -x� ll i ZaI��No '� - v - / j SuFFoLK COUNTY TAX MAP \`\\ N� v DIST. l000 � �� - Gat 5� I 1 � / � I �' 6 ,� _ - FU7UtzE \_ I.lo Sl-opE NIAx. 1iILC.K 02 / E� ` \\ ` .\ _�\ ly) yq �_ \ / ! f / I 1 AbMiNI, toF1 llrr � M , Lo-r lo.( Vr'Uttg \,\ RAMP I L 81� /1 A Sr-AlE L. �lv` Al-/ µo / i 1 ALL RAMI'E� SIJ1ZfAcES SVFAU- GE SA.N �I M F- 0 kid R E T ! �N T L,D ;\/; M u �!l T Y s3z. 64Wp2.Eb W1TH A, tAr_TILL WRRh111Jb t - - -- , 1 G I� L r / (� { NJ� DYdELLtNC� LfN f1� a 9 \ _ ,aND sµAu -.a�rrznsr w+tH ppPROVED BY the a ;i IK4uNN"Co OPTACtS, J�f��tl �IJ� A. �7� NI�� AiAt� I� � � ��/� - � PLANNING BOARD ONE 15P-02i::)0M _ So \\ �n pttm"RoN pc P / I� SUl� GA1d$ .pEttt{L ha cCGUI ADJAGFI T TWO gEb �vh�l 4 / to ALL. NAkOCAP PAWuNLo �piFtES AAD „ TOWN OF SOUTHOLD tz WA ZE 1'IZIMAP-Y S-)MVJkLKS MEET GUP-b. J .� ' ,i / TpTh L i�WELLIN - ( � { / I DATE _ { �D+IZFt,IN/o � 17YJ�I.,t.1Nf6� - I o5 �'AriE�✓ _ _ { / brlsalAW $l."oc'y- GtlRb DCGUKS opt:) /. UUMF�I� OF NAI tUUGtP SI'AI�S - �� `�'AC ES � � � � ` � t N 2Z"fo 3d W`�— IN pAR -4 N& APXPs At NEAb ox FARYINS i r-r-� r r— y \ — - - — — — — �k5:20 StALL, to so tioo - 1 F,EUR oaM UN 1 T - V I4ev A L- - 19 S-5 . - -- - yR � ALAPl �Q STKEE-r J/oHT WW W - - -- --- ' 0 .. . . . .. . =-zaNiN6 LINT= Q �'GJ 4� ' c c' 'l✓ti- OF e p `y3 `so 9 F n= ms, oa Lo bASED ON 1� SUKAY pREPAMO 8Y LPCKwaO ;t LSP- AND PaaRtt£Tl . �� \soa « :\a `C r �► ;r► I► ��EFGLY�, P' D T LD S Y Southold, N.Y. 11971 (516) 765-1938 June 11, 1986 Mr. Donald Denis , AIA Main Road Aquebogue, NY 11931 Re: San Simeon Retirement Community Dear Mr. Denis : The following action was taken by the Southold Town Planning Board, Monday, June 9, 1986. RESOLVED that the Southold Town Planning Board approve the site plan of the San Simeon Retirement Community located at Chapel Lane, Greenport for construction of 144 dwelling units, survey dated as revised January R _ i4a6 with the following supplemental plans: Surveys from H2M dated March, May, and September of 1984. Tax Map No. 1000-45-2-10. 1. It was noted for the record that this proposal has received certification from the Building Department. When the surveys have been endorsed, we will forward one to you. Please contact this office if, you have any questions. Very truly yours, BENNETT ORLOWSKI, JR. , CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary cc: Building Department Pastor Ettlemeyer TEL. 765-1802 �f TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 728 cn � TOWN HALL Q SOUTHOLD, N.Y. 11971 TO: Gerard P . Goehringer , Chairman Board of Appeals FROM: Vic Lessard , Executive Administrator DATE : May 21 , 1986 SUBJECT : Interpretation I am submitting a typical proposed configuration to be used in St . Peter ' s- San Simeon Retirement Community . Please refer to Section 100-52 of the Southold Town Zoning Code and let me know if the attached plan revised 7-11 -75 falls within this category. The Town Attorney and the architect both feel that it shows two L-shaped buildings . I have problems with the attached or semi -attached aspect of the drawings . Your response is requested as soon as is reasonable . TEL. 765-1802 SVFFO�Ip TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 728 TOWN HALL O O� SOUTHOLD, N.Y. 11971 June 9 , 1986 TO: Planning Board FROM: Victor Lessard, -� Exec. Admin SUBJECT: San Simeon Retirement Community Site plan contains all the necessary elements as required by the Zoning Code of Southold Town and is hereby certified in it' s pre- sent form. I ( Jf i 6: « LAYJdr N 15 fit--A+r-41:- CvK 9of '-YSTEM L, I . Z-c Ne) 5 N SIMEoN E5Y -THE sa_.'Nu 11 FU U N R&,T 10 1-� F.LA H '1 4..N D DONALD A. RENIS A.I.A.s P.C. ARCHITECT P.D. BOX 026 AOU2®000S,N.V.11831 722-3611 DATE: (p• 5 � YI'�JLrb. 7. 1l O&S' BCAL2• ion Wp, BZTZ i I p Ar Ti If � if E ,( LL-3 tl !, � rl I IV YV �.t •y � iy , if _ _._ _ i �I f f � .• r Y\ Q f I ^u I 1 yy 7 da 4 0 a - r b L' t y . (516)7223511 TELEPHONE DONALD A. DENIS A.I.A., P.C. ARCHITECT AQUESOQUE SQUARE - RTE.25 P.O. BOX 565 DONALD A. DENIS, A.I.A AQUESOGUE.N.Y.11931 FREDERICK R. WEBER, R.A. DONALD G. FEILER, R.A. li WIY 121986 ' ! i{ May 7 , 1986 ` TOWN OF§QUTH-0 D / Mr. Edward Hindermann, Building Inspector Southold Town Building Dept. Main Road Southold, New York 11971 Re: San Simeon By the Sound Dear Mr. Hindermann: In response to your letter of April 25th , 1986 , please be advised that the distance between the buildings as indicated on the attached drawing is 34 ' -6 " . The mean height is 14 '-6 " X 2 which equals 291 , the requirement. As for the length of the building , this drawing indicates that the maximum length would be 124 '-8" on one side and 106 ' -4 " on the other side , both dimensions of which individually are under 1251 , the maximum permitted length. With respect to the item in your letter concerning the location of the sign, Pastor Ettlemeyer is now preparing a sketch to indicate the location of said sign. We will superimpose this on our overall Site Plan and submit it to you under separate cover. Very truly yours , DONALD A. DENIS, A. I.A. DAD/lv Encl . cc: Rev. Gary Ettlemeyer DU11"1119 UOFal L1"C11L Pastor Ettlmeyer GUEFO(K,, P�ANI . 0 D T 12NI, S LD sj�l i4# Y Southold, N.Y. 11971 (516) 765-1938 April 25 , 1986 Mr. Donald Denis, AIA Main Road Aquebogue, NY 11931 Re: San Simeon Retirement Community Dear Mr. Denis : Enclosed is a copy of correspondence from the Building Inspector regarding his review of the above mentioned site plan pursuant to certification. As you can see, the site plan can not be certified. We advise that you revise the plan in accordance with the correspondence from the Building Inspector in order that the plan can be certified. Upon receipt. of certification, the site plan will be scheduled at the next regular Planning Board meeting. If you have any questions , please don' t hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR. , CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary enc. cc: Building Department Pastor Ettlmeyer AP*5 I& i TEL. 765-1802 c�FFO�f(�0 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 728 TOWN HALL Q SOUTHOLD, N.Y. 11971 April 25,1986 Planning Board Town of Southold Main Rd. Southold, N.S'. 11971 Subject: San Simeon Retirement Community Site plan dated Jan. 1986 Preliminary sign design dated 10/17/84 Gentlemen: The amended site plan can not be certified for the following reasons. 1. Building distance separation,21xl4 'x6" establishes 29 '-0" for separation. These dimensions should be shown on site plan [Art XIII Sec. 100-134 D (1) . ] 2. Proposed entrance sign location not shown on site plan [Art CIII Sec. 100-134 D (4) . 1 3. Semidetached L shaped buildings containing two one bedroom and two, two bedroom units scale in total length to approximately 165 '-0" . The maximum build- ing length permitted is 125 ' -0" [Art V Sec. 100-52A. ] Proposed signs do not meet sign regulations in that maximum length of signs exceed 12 '-6" and sign shall not be less than 4 '-0" from ground to bottom of sign [Art V Sec. 100-50 C (3) . 1 As truly,Hin erm k� EH:dsm Building Inspector Clic A 4 0,z - TEL. 765-1802 TOWN OF SOUMOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 728 u' TOWN HALL SOUTHOLD, N.Y. 11971 April 25,1986 Planning Board Town of Southold Main Rd. Southold, N.Y. 11971 Subject: San Simeon Retirement Community Site plan dated Jan. 1986 Preliminary sign design dated 10/17/84 Gentlemen: The amended site plan can not be certified for the following reasons. 1. Building distance separation,2 'x1.4 'x6" establishes 29 '-0" for separation. These dimensions should be shown on site plan [Art XIII Sec. 100-134 D (1) . ] 2. Proposed entrance sign location not shown on site plan I.Art CIII Sec. 100-134 D (4) . ] 3. Semidetached L shaped buildings containing two one bedroom and two, two bedroom units scale in total length to approximately 165 '-0" . The maximum build- ing length permitted is 125 '-0" [Art V Sec. 100-52A. ] Proposed signs do not meet sign regulations in that maximum length of signs exceed 12 '-6" and sign shall not be less than 4 '-0" from ground to bottom of sign [Art V Sec. 100-50 C (3) . ] Awa truly,Ainrm3h/? EH:dsm Building Inspector T 'vv LD Fair APR 2 91996 5 , -� � .TY N OF OUT'DEF �......__ TOWN OF SOUTHGLO 1 Southold, N.Y. 11971 (516) 765-1938 April 25 , 1986 Mr. Donald Denis, AIA Main Road Aquebogue, NY 11931 Re: San Simeon Retirement Community Dear Mr. Denis : Enclosed is a copy of correspondence from the Building Inspector regarding his review of the above mentioned site plan pursuant to certification. As you can see, the site plan can not be certified. We advise that you revise the plan in accordance with the correspondence from the Building Inspector in order that the plan can be certified. Upon receipt of certification, the site plan will be scheduled at the next regular Planning Board meeting. If you have any questions , please don' t hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR. , CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary enc cc: uilding Department Pastor Ettlmeyer P � FOCK � n � ti »' Aft T LD RLOG. DEPT. Vt S TOWN Of SOUTHOLD Southold, N.Y. 11971 (516) 765-1938 April 17, 1986 Mr. Donald Denis, AIA Main Road Aquebogue, NY 11931 Re: Site Plan for San Simeon Retirement Community Dear Mr. Denis: The following action was taken by the Southold Town Planning Board, Monday, April 14, 1986. RESOLVED that the Southold Town Planning Board refer the amended site plan for San Simeon Retirement Community to the Building Department for certification. This proposal is for 144 dwelling units located at Chapel Lane, Greenport, survey dated as revised January 8, 1986 . The following information is also being referred-correspondence from Mr. Denis of March 3, 1986 , correspondence from H2M of February 3 , 1986, surveys from H2M dated March, May and September of 1984 , and plan from Matarazzo Design dated October 17, 1984. If you have any questions, please don' t hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR. , CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze , Secretary cc: P stor Ettlemeyer uilding Department • ` F • (516)722-3511 TELEPHONE DONALD A. DENIS A.I.A., P.C. ARCHITECT AOUEBOOUE SQUARE - RTE.25 P.O.BOX 565 DONALD A. DENIS, A.I.A AQUEBOGUE.N.V.11931 FREDERICK R. WEBER, R.A. DONALD G. FEILER, R.A. March 3 , 1986 Southold Town Planning Board Main Road Southold, New York 11971 Re: San Simeon Retirement Community Dear Sirs : We feel the information requested by the Southold Town Planning Board would best be responded to by numbering the list of Site Plan requirements. The following numbers correspond with the numbered list of requirements furnished by the Board and refers to the revised Site Plan drawings by H2M Corp. , drawings by Matarazzo Design and other documents as noted: 1 ) Information now on Site Plan. 2 ) Approved by Planning Board as previously submitted. 3 ) Approved by Planning Board as previously submitted. 4 ) Approved by Planning Board as previously submitted. 5 ) Refer to attached property description. 7 ) Approved by Planning Board as previously submitted. 8 ) Refer to attached Water & Sewer Easement. 9 ) There are no Deed Restrictions or Covenants applying to this property. 10 ) Information now on Site Plan. 11 ) Approved by Planning Board as previously submitted. 12 ) Approved by Planning Board as previously submitted. 13 ) Approved by Planning Board as previously submitted. 14 ) Information now on Site Plan. 15) Information now on Site Plan. 16 ) Information on Site Plan and H2M drawings. 17 ) Refer to attached drawings by Matarazzo Design. 18 ) All proposed buildings as indicated on Site Plan. 19 ) Refer to Drawings. Southold Town Planning Board Re: San Simeon Retirement Community March 3 , 1986 Page 2 of 3 20 ) Location of street lights is now shown on Site Plan. Street lights will be on from dusk until dawn ( see attached catalog cut ) . 21 ) Existing outdoor sign and others indicated on Drawings by Matarazzo. 22 ) Refer to Site Plan and H2M drawing of drainage, grading and pavement details. 23 ) Conformity with existing street planting scheme of entrance area will be adhered to . Emphasis is to be placed on preserving existing vegetation with new vegetation to be planted on an "as needed " basis . Screening for future clusters will be in a manner similar to existing. 24 ) With the development of each additional cluster , future water and sewage lines will branch from the existing main lines indicated on the Site Plan . With the development of each additional cluster, drawings of such lines will be submitted as development progresses . For invertes and hydrant see H2M Drwg. 2 of 2 , dtd. Sept. 1984 . 25 ) There are no proposed Deed Restrictions or Covenants. 26 ) There are no contemplated public improvements to or adjoining the property. 27 ) Site Plan indicates entire scope of project and ultimate development. 28 ) Approved by Planning Board as previously submitted. 29 ) See H2M drawing of drainage, grading and pavement details. 30 ) See H2M drawing of drainage, grading and pavement details. 31 ) The distance between buildings as established by the minimum requirement of 2 X mean height of highest building is equal to 29 ' -0 " ( 2 X 14 ' -6 " ) as indicated on Architectural Drawings A-1 and A-2. Thirty ( 301 ) feet, however , is to be used as a minimum distance between buildings. 32 ) This has been corrected and is labeled on Site Plan. 33 ) Road connects with the portion of the old Main Road; see completed Site Plan. 34 ) Refer to letter dated February 3rd , 1986 from H2M, as attached. 35) Former property line erased as it was not pertinent. 36 ) The Gatehouse road is to be the sole means of ingress and egress , and all other roads are to be fenced at property lines in such a manner as to prohibit passage onto or off the site . Large vehicles in emergency situations should have the ability to break, if necessary, such barriers. 37 ) All sidewalks are now generally indicated on the Site Plan and are to be ramped as necessary according to New York State Handicap requirements. Southold Town Planning Board Re: San Simeon Retirement Community March 3 , 1986 Page 3 of 3 38 ) St. Peter ' s Lutheran Church has obtained the services of a Landscape Architect and each cluster is to be fully landscaped as per existing cluster. 39 ) Typical planting schedule for first cluster is typical for all clusters . Refer to attached drawings by Matarazzo Design. 40 ) Refer to attached letter dat d February 3rd, 1986 from H2M. DONALD A. DENIS, A. I.A. DAD/lv Encls. ,� S `�A�� JINl=0ti1 C(:'TIL'ENs�.1T CONNUIJ,7Y SITE PLAN ELEMENTS MAR 3 1986 4100-134 Town Code (p•L) ' Lot, block, and section number, if any, a+ the property taken from tax records (n' •) Z. Name and address of the owner of record (n.F•) '3, Name and address of the person preparing the map (G.!•) 4+.Date, North arrow and written and graphic scale ` & Sufficient description or information to precisely define the boundari, of the property. All distances shall be in feet and tenths of a foot. All angles shall be given to the nearest ten seconds or closer. The error of closure shall not exceed one in ten thousand. (C' :•) 4. The locations, name, and existing width of adjacent streets and curbli! (p•K) 7.The location and owners of all adjoining lands, as shown on the laczst tax records (0,�) R Location, width and purpose of all existing and proposed easements , se, reservations, and areas dedicated to public use withinor adjoining pro (DX•) J,A complete outline of existing deed restrictions or covenants theproperty (o-K- ) 10,Existin.g zoning Il,Existing contours at intervals of five or less, referred to a dater satisfactory to the Board 0,1� ) It Approximate boundaries of any areas subject to flooding or stormwater. (^•h ; tiLocation of existing watercourses, marshes , wooded areas, rock outcrop isolated trees with a diameter of eight inches or measured three feet above the base of the trunk and other significant existing features. (Q,1� 14.Location of uses and outlines of structures, drawn to scale on and within one hundred (100) feet of the lots. (p,K,) ^K Paved areas, sidewalks, and Vehicular access between the site and vub'_ streets 14.Locations, dimensions, grades and flow direction ur existing sewers, c t and waterlines as well as other underground and above ground utilities I within and adjacent to the property. \0.0 (;Other existing development, including fences, larv'scaping and screen s (p•KJ IS.The location of proposed buildings or structural improvement t (6.e.) (1.The location and design of all uses not requiring structures such as off street parking and loading areas. JO.The location, direction, power and time of use of any proposed outdoor lighting of public address systems. (Q•k.•) ZI.The location of, and plans for, any outdoor signs (d1 .) 2Z The location and arrangement of proposed means of access and egr 5s , including sidewalks, driveways or other paved areas; profiles in, +_cp grading and cross sections showing width of roadway, location •n IQ ,;I of sidewalks and lcoation and size of water and sewer lines. OVER. . . w Site plan elements cont. (4100-134) l0• ) 2?j Any proposed grading, screening and other landscaping including types and locations of proposed street trees. The location of all proposed waterlines, valves and hydra•'ts and of ,.alp all sewer liner or alternate means of water suppl and sewage disposal .a and treatment. OF sEws iti iJa Go.•.i•.c- .ec Ver `vV �`�rku eev�s�..Kj _r�ov., a ,e._ocesao rss N2M O ) 'LS, An outline of any proposed deed retrictions and/or covenants. (o•�) 2G, Any contemplted public improvements on or adjoining the property. ;O.IG) If the site development plan indictes only a first stage, a supplementary plan shall indicate ultimate develoment. ( ) Any other information deemed by the Planning Board necessary to determine conformity of the site plan with the intent and regulations of this chapter. FOCA6 PPOPIc,Cs -MF4YJ&ffWT (ELVArta-IIs) off. 3a 61coss SsGr'*$4 Ofi SDs 5trowW& rytor cF Ca�lstRva�ct t 2 jTILL 31, b,srAje-ES tMWEIREM &VIL C-S ( M,N. = Zx WAIN 1(• UT o� 32. fl16-deet llsw 46TVist7) It Z BR *31TS w OME Is tW 0-e. f"r Legvts twE PRo to CTY &j 'tE tsr P&AbED? ?oN 4'ETA4- NMb to SM b" N A4, C41Z(/t r�u�ls W"'r 16 t'OK nER Uwe ? W'+Y Art WS Mt:*,Ps OF GKESS f IN6Qt�,5 AAJb Not' nr►+ K THAK ? p.IL. 37. 5101; W ALKS W/ KAMPS ? o•�z, 3g. LuAsrwio` cow evrAttws - Si4ow , MAP o'� 3q, ru►✓I ►rsro Scr�Env�t: - S�rnK�1EW St�✓iNZ � If �MAAJATjotij oN SPWA46 IhIMPIR0 AO 8W,0P SysrEM . a A�� .:� rJ Ce rlLtNbr.,:T GONN03U cry. SITE PLAN ELEMENTS 4100-134 Town Code MARS 1986 ( ) ' Lot, block, and section number, if any, crf the property taken from • tax records '(eq Name and address of the owner of record (�•f•) 'i, Name and address of the person preparing the map (G.f•) 4.Date, North arrow and written and graphic scale Sufficient description or information to precisely define the boundari, of the property. All distances shall be in feet and tenths of a frac_. All angles shall be given to the nearest ten seconds or closer. Thu error of closure shall not exceed one in ten thousand. (<' :•) 4. The locations, name, and existing width of adjacent streets and curbli! ( ) 7.The location and owners of all adjoining lands, as shown on the latest tax records ( ) R Location, width and purpose of all existing and proposed easements, se, reservations, and areas dedicated to public use withinor adjoining pro, ( ) q A complete outline of existing deed restrictions or covenants applying theproperty ( ) 10.Existing zoning ((.Existing contours at intervals of five or less, referred to a datum satisfactory to the Board (.Approximate boundaries of any areas subject to flooding or stormwater (^ ; ; Location of existing watercourses, marshes, wooded areas, rock outcrop isolated trees with a diameter of eight inches or measured three feet above the base of the trunk and other significant existing features. ( ) J*.Location of uses and outlines of structures, drawn to scale on and within one hundred (100) feet of the lots. Paved areas, sidewalks, and wehicular access between the site and publ streets ( ) 1(% Locations, dimensions, grades and flow direction of existing sewers, c and waterlines as well as other underground and above ground utilities within and adjacent to the property. ( ) 17;0ther existing development, including fences, landscaping and screer.L ( 1 I$The location of proposed buildings or structural improvement ( ) (1.The location and design ofall uses not requiring structures such as off street parking and loading areas. ( ) 20.The location, direction, power and time of use of any proposed outdoo, lighting of public address systems. ( ) ZI.The location of, and plans for, any outdoor signs ( ) 22.The location and arrangement of proposed means of access and egress, including sidewalks, driveways or other paved areas; profiles indicat grading and cross sections showing width of roadway, location and wide of sidewalks and lcoation and size of water and sewer lines. OVER. . . Site plan elements cont. (4100-134) oy (0 i' ( ) ZZ . Any proposed grading, screening and other landscaping including types and locations of proposed street trees. The location of all proposed waterlines, valves and hydrants and of all sewer lines/ or alternate means of water supplXX and sewage disposal and treatment.(I 0, of JEw�G3 /N tic .X LCT ,,�� ecvis�..,y -r�oo., �s we viceseo sce N2N An outline of any proposed deed retrictions and/or covenants. ( ) 2(*, Any eontempltee. public improvements on or adjoining the property. If the site development plan indictes only a first stage, a supplementary plan shall indicate ultimate develoment. Any other information deemed by the Planning Board necessary to determine conformity of the site plan with the intent and regulations of this chapter. ?M F-qQc PAoFILZs t1tRaQ&J4ovt U&Artc+JS) 34 6ILass SECVOW of SAS 5stowiN6 r for of CoiJsrKVcrivM 31. D15rA Je ES ttlWraEN 9V1iDra4S ( M,N. ; Zx WA J K(4W 32. DlsrIOWSH &WT,JVLeJ It t SK VN ►TS 33. yJNs (s t �� ter .s Leav� t �icoPSKTY vti► -bre tAS'r NzAb,b? 3q. Nsb to SEE D �ArNAGC C41Z&'L*r1o#/S 35. W HAr is P*rAGJt- �KoP' -r-( ..INE ? X. WRY -* 4*MONSE Art WE Mck0s OF t41sSSlIN6Rw Aub Not' vtKK or"AE6 ? 37. $tDEWALK-s W/ kAMPS ? :36• Lumsc io(p Cow evrAtiois - 5)4" oN MAP 31, rur irs&v Sc;4EnvLE SgrnKArtg hAw 7�*, s 40• �XKAAJkT Io(J DP SEwA GE -PvMP(N(o tPb 6WOP Sysrgm . San SIA Retirement Canmunit Inc. Description of parcel of land at Greenport, Town of Southold, Suffolk County, N. Y. MAR 3 1986 . BEGINNING at a pipe set at the intersection of the southeasterly line of Middle Road with the easterly line of Chapel Lane and RUNNING THENCE from said point of beginning northeasterly along the the s ,utheasterly line of Middle Road the following courses and distances) (1 ) N. 500 15 ' 07" E. 27 . 00 feet. ( 2 ) on a curve to the left; with a radius of 749 . 20 feet for a distance of 338. 76 feet to a monu- ment and land of Abraham Shames et al; THENCE southeasterly, northeasterly and north- westerly along th land of Abraham Shames, et al, the following courses and distances; (1 ) S. 65" 57 ' 10" E. 400 . 01 feet, ( 2) N. 24" 02 ' 10" E. 390. 00 feet, ( 3 ) N. 65" 57 ' 10" W. 400. 00 feet to the easterly line of Middle Road; THENCE northerly along the easterly line of Middle Road the following course and distance; (1 ) N. 24° 02 ' 50" E. 50 . 00 feet to the land of Loula Delendas: THENCE southeasterly along the land of Loula Delendas the following course and distances (1 ) S. 650 57 ' 10" E. 460 . 05 feet to the '_and of the Village of Greenport; THENCE Southerly and southeasterly along the land of Village of Greenport the following courses and distances; ( 1 ) S. 60 06 ' 30" W. 448 . 87 feet to monument ( 2) S. 530 57 ' 00" E. 1068 . 51 feet to a monu- ment, (3 ) S. 79" O1 ' 00" E. 232 . 89 feet to a monument and northerly line of Main Road; THENCE westerly and southwesterly along the northerly and northwesterly line of Main Road the following courses and distances; (1 ) S. 720 03 ' 30" W. 157. 55 feet ( 2 ) S. 380 32 ' 30" W. 700 . 7.1 feet to a monument and land of William H. Price; THENCE northwesterly and southerly along the land of William H. Price the following courses and distances (1 ) N. 45" 50 ' 00" W. 493 . 22 feet to a monu- ment, (2 ) S. 24" 37 ' 00" E. 550 .12 feet to the north- westerly line of Main Road; THENCE southwesterly along the northwesterly line of Main Road the following courses and distan- ces (1 ) S. 38" 32 ' 30" W. 269 . 59 feet. ( 2 ) S. 43" 32 ' 04" W. 340. 35 feet to the easterly line of Chapel Lane; THENCE northerly along the easterly line of Chapel :Lane the following courses and distances: (1 ) N. 34" 49 ' 00" W. 665 . 20 feet, ( 2 ) N. 15" 25 ' 20 " W. 532 . 19 feet, ( 3 ) N. 160 49 ' 50" W. 806 . 79 feet to the point or place of BEGINNING. r j LIAR 3 198 pr,oPosm sMEF-1 tib FfI)m (0 1 Al I r �'1 1 4 . w. PKo Posin STKEFT L(691106 _4 I P KO POSED L,1 OTMo : y z MAR 3 1986 WATER AND SEWER EASEMENT THIS INDXXTURE, made this day of 1985 , bet- tween SAN SIMEON RETIREMENT COMMUNITY, INC. , wit', principal offi- ces located at Greenport, New York, party of the first part, and the Village of Greenport, a municipal corporation in Suffolk County having its office and principal place of business a;. 236 Third Street,, Greenport, New York, the party of the second part. WITNESSETH: That the party of the first part in con- sideration of` one dollar ($1 . 00 ) lawful money of the United States, paid by the party of the second part, the receipt of which is hereby acknowledged, has granted and released, and by these presents does grant and release to The village of Greena:,rt, located in the County of Suffolk, State of New York, ai grnntee, the right to maintain , water, sewer line, electrical line-, ane all necessary appurtenances thereto across the property describod as follows: All that certain plot, piece or parcel of land, with tho Lbuildings and improvements thereon erected, situate lying and , being in the Town of Southold, County of Suffolk, State of New York: BEGINNING at a pipe set at the intersection of the southeasterly line of Middle Road with the easterly line of Chapel Lane and RUNNING THENCE from said point of beginning northeasterly along the the southeasterly line of Middle Road the following courses and distancest (1 ) N. 500 15 ' 07R E. 27. 00 feet. ,OHN i MUNZEL (2 ) on a curve to the left with a radius of YTORNfV AT LAW 749.20 feet for a distance of 338. 76 feet to a monu- I ROANUXE AVENUE P.RNCAD NEW VOR,( I I�1 ment and land of Abraham Shames et al; THENCE southeasterly, northeasterly and north- westerly along the land of Abraham Shames , et al, the following courses and distances; (1. ) S. 65" 57 ' 10" E. 400 . 01 feet, ( 2) N. 24° 02 ' 50" E. 390 .00 feet, ( 3 ) N. 650 57 ' 10" W. 400. 00 feet to the easterly line of Middle Road; THENCE northerly along the easterly line of Middle Road the following course and distance; (1 ) N. 240 02 ' 50" E. 50 . 00 feet to the land of Loula Delendas : THENCE southeasterly along the land of Loula Delendas the following course and distance; (1 ) S. 65° 57 ' 10" E. 460 .05 feet to the land of the Village of Greenport; THENCE Southerly and southeasterly along the land of Village of Greenport the following courses and distances; (1. ) S. 6° 06 ' 30" W. 448. 87 feet to monument ( 2) S. 53° 57 ' 00" E. 1068. 51 feet to a monu- ment, (3 ) S. 79" 01 ' 00" E. 232 . 89 feet to a monument and northerly line of Main Road; THENCE westerly and southwesterly along the northerly and northwesterly line of Main Road the following courses and distances ; (1. ) S. 72" 03 ' 30 " W. 157 . 55 feet ( 2) S. 380 32 ' 30" W. 700 . 71 feet to a monument and land of William H. Price; THENCE northwesterly and southerly along the land of William H. Price the following courses and distances; (1 ) N. 450 50 ' 00" W. 493 . 22 feet to a monu- ment, (2 ) S. 24" 37 ' 00" E. 550 .12 feet to the north- westerly line of Main Road; THENCE southwesterly along the northwesterly line of Main Road the following courses and distan- ces; (1 ) S. 380 32 ' 30" W. 269. 59 feet. (2 ) S. 430 32 ' 04" W. 340 . 35 feet to the easterly line of Chapel Lane; THENCE northerly along the easterly line of Chapel. Lane the following courses and distances: (l) N. 340 49 ' 00" W. 665 . 20 feet, ( 2) N. 150 25 ' 20" W. 532 .19 feet, (3 ) N. 160 49 ' 50" W. 806 . 79 feet to the point or place of BEGINNING. JOHN J.MUNZEL TOGETHER with the free right of ingress and egress ovar ♦TTO"NE V AT LAW Y"OANunE AVENUE and across such property, insofar as such right of ingress and VENIEAO.NEW VO"N IIWI egress is necessary to the proper use of any other right granted herein, upon the conditions that the SAN SIMION RETIREMENT COMMUNITY, INC. , at all times will: IN WITNESS WHEREOF, the party of the first part hereunto set his hand and seal the day and year first above written. SAN SIMEON RETIREMENT COMMUNITY, INC. BY I STATE OF NEW YORK) OUNTY OF SUFFOLK) ss. : On this day of June, 1985 , before me personally ame , to be known , who, being by me duly sworn, did espose and says he resides at in the County of uffolk, in the State of New York; and that he is the bf the SAN SIMEON RETIREMENT COMMUNITY, INC. , the corportion escribed in and which executed the above instrument; that he nows the seal of said corporation; that the seal affixed to said nstrument is such corporate seal; and it ws so affixed by order pf the Board of Directors of said corporation; and that he 10igned her name thereto by like order. I� NOTARY PUBLIC i l J MUNZEL v VAT LAW -0nE AVENUE 1 .,0 NEW VOPN iWi I San SAW Retirement Comawnit Inc. Description of parcel of land at Greenport, Town of Southold, Suffolk County, N. YMA R 3 1986 BEGINNING at a pipe set at the intersection of the southeasterly line of Middle Road with the easterly line of Chapel Lane and RUNNING THENCE from said point of beginning northeasterly along the the s ,ltheasterly line of jl Middle Road the following courses and distanceas (1 ) N. 50° 15 ' 07" E. 27 . 00 feet. I ( 2 ) on a curve to the left with a radius of 749 .20 feet for a distance of 338. 76 feet to a monu- ment and land of Abraham Shames et al; THENCE southeasterly, northeasterly and north- westerly along the land of Abraham Shames, et al, the following courses and distances; (1 ) S. 65" 57 ' 10" E. 400 . 01 feet, ( 2) N. 240 02 ' 50" E. 390 . 00 feet, ( 3 ) N. 650 57 ' 10" W. 400. 00 feet to the easterly line of Middle Road; THENCE northerly along the easterly line of Middle Road the following course and distance; (1 ) N. 24° 02 ' 50" E. 50 . 00 feet to the land of Loula Delendas : THENCE southeasterly along the land of Loula Delendas the following course and distance] ( 1 ) S. 65" 57 ' 10 " E. 460 .05 feet to the '_and of the Village of Greenport; THENCE Southerly and southeasterly along the land of Village of Greenport the following courses and distances; (1 ) S. 60 06 ' 30" W. 448 . 87 feet to monument ( 2 ) S. 539 57 ' 00" E. 1068 . 51 feet to a monu- ment, (3 ) S. 79" Ol ' 00 " E. 232 . 89 feet to a monument and northerly line of Main Road; THENCE westerly and southwesterly along the northerly and northwesterly line of Main Road the following courses and distances ; (1 ) S. 720 03 ' 30" W. 157 . 55 feet ( 2 ) S. 380 32 ' 30" W. 700 .71 feet to a monument and land of William H. Price; THENCE northwesterly and southerly along the land of William H. Price the following courses and distances; (1 ) N. 450 50 ' 00 " W. 493 . 22 feet to a monu- ment, ( 2 ) S. 24" 37 ' 00" E. 550 .12 feet to the north— westerly line of Main Road; THENCE southwesterly along the northwesterly line of Main Road the following courses and distan- ces; (1 ) S. 38" 32 ' 30" W. 269 . 59 feet. (2 ) S. 430 32 ' 04" W. 340. 35 feet to the easterly line of Chapel Lane; THENCE northerly along the easterly line of Chapel Lane the following courses and distances: (.1 ) N. 34° 49 ' 00" W. 665 . 20 feet, ( 2) N. 150 25 ' 20" W. 532 . 19 feet, ( 3 ) N. 16" 49 ' 50" W. 806 . 79 feet to the point or place of BEGINNING. �j San Sion Retirement Conmuno Inc. . Description of parcel of land at 'oss Greenport, Town of Southold, Suffolk County, N. Y. o � BEGINNING at a pipe set at the intersection of the southeasterly line of Middle Road with the easterly line of Chapel Lane and RUNNING THENCE from said point of beginning northeasterly along the the s -atheasterly line of Middle Road the following courses and distances? (1 ) N. 500 15 ' 07" E. 27 .00 feet. ( 2 ) on a curve to the lefc. with a radius of 749 . 20 feet for a distance of 338. 76 feet to a monu- ment and land of Abraham Shames et al; THENCE southeasterly, northeasterly and north- westerly along th+ land of Abraham Shames, et al, the following courses and distances; ( 1 ) S. 65" 57 ' 10" E. 400 . 01 feet, ( 2 ) N. 24° 02 ' 50" E. 390.00 feet, ( 3 ) N. 650 57 ' 10" W. 400. 00 feet to the easterly line of Middle Road; THENCE northerly along the easterly line of Middle Road the following course and distance; ( 1 ) N. 240 02 ' 50" E. 50 .00 feet to the land of Loula Delendas : THENCE southeasterly along the land of Loula Delendas the following course and distance; ( l. ) S. 650 57 ' 10 " E. 460 .05 feet to the land of the Village of Greenport; THENCE Southerly and southeasterly along the land of Village of Greenport the following courses and distances ; ( 1 ) S. 60 06 ' 30" W. 448 . 87 feet to monument ( 2 ) S. 530 57 ' 00" E. 1068 . 51 feet to a monu- ment, ( 3 ) S. 790 O1 ' 00 " E. 232 . 89 feet to a monument and northerly line of Main Road; THENCE westerly and southwesterlyalong the northerly and northwesterly line of Main Road the following courses and distances ; (l. ) S. 720 03 ' 30 " W. 157 . 55 feet ( 2 ) S. 380 32 ' 30" W. 700 . 71 feet to a monument and land of William H. Price; THENCE northwesterly and southerly along the land of William H. Price the following courses and distances; (1 ) N. 450 50 ' 00" W. 493 . 22 feet to a monu- ment, (2 ) S. 24" 37 ' 00" E. 550 . 12 feet to the north- westerly line of Main Road; THENCE southwesterly along the northwesterly line of Main Road the following courses and distan- ces; (1 ) S. 38" 32 ' 30" W. 269 . 59 feet. ( 2 ) S. 430 32 ' 04" W. 340. 35 feet to the easterly line of Chapel Lane; THENCE northerly along the easterly line of Chapel. Lane the following courses and distances: fl ) N. 34° 49 ' 00 " W. 665 . 20 feet, ( 2) N. 150 25 ' 20" W. 532 . 19 feet, ( 3 ) N. 16" 49 ' 50 " W. 806 . 79 feet to the point or place of BEGINNING. ,' ' ✓d�� �:�1-ILOn.) CL'TI L'E�+b n1r COa�H�,J,ry SITE PLAN ELEMENTS ,MAJfJ t 3100-134 Town Code Y ( ) Lot, block, and section number, if any, o+ the property taken from • tax records (p •) 'j. Name and address of the owner of record (n.f•) 'j, Name and address of the person preparing the map (G.f ) 44,Date, North arrow and written and graphic scale ` Sufficient description or information to precisely define the bouneari of the property. All distances shall be in feet and tenths of a foot. All angles shall be given to the nearest ten seconds or closer. Ti•, error of closure shall not exceed one in ten thousand. (c' :•) 4. The locations, name, and existing width of adjacent streets and curblii ( ) '?.The location and owners of all adjoining lands, as shown on the latest tax records ( ) & Location, width and purpose of all existing and proposed easements, se, reservations, and areas dedicated to public use withinor adjoining pro; ( ) A complete outline of existing deed restrictions or covenants applying theproperty ( ) (O,Existing zoning (,Existing contours at intervals of five or less, referred to a datum satisfactory to the Board M.Approxi.mate boundaries of any areas subject to flooding or stormwater (^•t: ; MLocation of existing watercourses, marshes , wooded areas, rock outcrop isolated trees with a diameter of eight inches or measured three feet above the base of the trunk and other significant existing features. ( ) 1�.Location of uses and outlines of structures, drawn to scale on and within one hundred (100) feet of the lots. Paved areas, sidewalks, and wehicular access between the site ;t' street: ( ) {►, Locations, dimensions, grades and flow direction o° existing sewers, c and waterlines as well as other underground and above ground uti'_itie within and adjacent to the property. 17;0ther existing development, including fences, lant'scapi.ng and semen ' ! ( ) (a.The location of proposed buildings or structural improvement ( (1,The location and design ofall uses not requiring structures such as off street parking and loading areas. ( ) 20.The location, direction, power and time of use of any proposed cutduo: lighting oL public address systems. ( ) Z(,The location of, and plans for, any outdoor signs ( ) 22 The location and arrangement of proposed means of access and egress, including sidewalks, driveways or other paved areas; profiles indlcat grading and cross sections showing width of roadway, location and wide of sidewalks and lcoation and size of water and sewer lines. OVER. . . o' Site plan elements cont. (4100-134) Dov �.•� i� ( ) 23, Any proposed grading, screening and other landscaping including types and locations of proposed street trees. The location of all proposed waterlines, valves and hydrants and of all sewer lines/ or alternate means of water suppIy and sewage disposal and treatment.I/ t, OF 16w ov /Jg ykv r_ .y ')Y"- (r'mt gc"' .Jq _FLO." 1s WEVUeS60 .roc F12HJ C ' ) I.S, An outline of any proposed deed recrictions and/or covenants. C ) 2(*, any contemplted public improvements on or adjoining the property. If the site development plan indicter only a first stage, a supplementary plan shall indicate ultimate develoment. C ) ' Any other information deemed by the Planning Board necessary to determine conformity of the site plan with the intent and regulations of this chapter. PgoRL&S 'MRwJ(.ffwt (F.LVAr1wJS) 3tt Gxoss Se6t1*0 oir SDS Sitow(+04 typg vF Cepismalvm 31, bisra�saES $ttWrV.M Bvlt,W&S ( M0J, ; Zx KFAW W(ORt ; X DI 6tI#J(001s14 k1u;SeJ 6K W11s), 33. y r�Ir 1 s fW Cesto t *r L.eIns tK PRo Pmt7Y 1k tp4r P&Abeb? 3q. N*.Eb to $6% D"IOAGE ��cvc.ario�s 36. Wky A 4ki'I=MW5E kt we MC*P.5 0� �blr.�Ss f lN6R� " Not i7rKp. rRAEE 7 37. SIDE WALKS w/ KAMPS ? :�S• L"sc,rf f N,6 Gowv`PRf iwj5 - SKcw vN MgP 31. rum IWfo Scat Dot - Stir#o*;tAtg rAp giWIOVe 7�p 13 5 '�o. xn.e�kt4,N DN SekVAGE h1MP(N& Mm BucdP SYsrF,�•t , 15161 722.3611 TELEPHONE DONALD A. DENTS .4.I.A.. P.C. MAR 7986 ARCHITECT v AQUEBOQUE SQUARE , RTE.25 P.O.BOX 565 A DONALD A. PENIS, A.I,A QUESOGUE,N.Y.11931 FREDERICK R. WEBER, R.A. DONALD G. FEILER, R.A. March 3 , 1986 Southold Town Planning Board Main Road Southold, New York 11971 Re: San Simeon Retirement Community Dear Sirs : We feel the information requested by the Southold Town Planning Board would best be responded to by numbering the list of Site Plan requirements. The following numbers correspond with the numbered list of requirements furnished by the Board and refers to the revised Site Plan drawings by H2M Corp. , drawings by Matarazzo Design and other documents as noted: 1 ) Information now on Site Plan. 2 ) Approved by Planning Board as previously submitted. 3 ) Approved by Planning Board as previously submitted. 4 ) Approved by Planning Board as previously submitted. 5 ) Refer to attached property description. 7 ) Approved by Planning Board as previously submitted. 8 ) Refer to attached Water & Sewer Easement. 9 ) There are no Deed Restrictions or Covenants applying to this property. 10 ) Information now on Site Plan. 11 ) Approved by Planning Board as previously submitted. 12 ) Approved by Planning Board as previously submitted. 13 ) Approved by Planning Board as previously submitted. 14 ) Information now on Site Plan. 15) Information now on Site Plan. 16 ) Information on Site Plan and H2M drawings. 17 ) Refer to attached drawings by Matarazzo Design. 18 ) All proposed buildings as indicated on Site Plan. 19 ) Refer to Drawings. r Southold Town Planning Board Re: San Simeon Retirement Community March 3 , 1986 Page 2 of 3 20 ) Location of street lights is now shown on Site Plan. Street lights will be on from dusk until dawn (see attached catalog cut) . 21 ) Existing outdoor sign and others indicated on Drawings by Matarazzo. 22 ) Refer to Site Plan and H2M drawing of drainage, grading and pavement details. 23 ) Conformity with existing " street planting scheme of entrance area will be adhered to . Emphasis is to be placed on preserving existing vegetation with new vegetation to be planted on an "as needed " basis . Screening for future clusters will be in a manner similar to existing . 24 ) With the development of each additional cluster , future water and sewage lines will branch from the existing main lines indicated on the Site Plan . With the development of each additional cluster, drawings of such lines will be submitted as development progresses . For invertes and hydrant see H2M Drwg. 2 of 2 , dtd. Sept. 1984 . 25 ) There are no proposed Deed Restrictions or Covenants. 26 ) There are no contemplated public improvements to or adjoining the property. 27 ) Site Plan indicates entire scope of project and ultimate development. 28 ) Approved by Planning Board as previously submitted. 29 ) See H2M drawing of drainage, grading and pavement details . 30 ) See H2M drawing of drainage, grading and pavement details . 31 ) The distance: between buildings as established by the minimum requirement of 2 X mean height of highest building is equal to 29 ' -0 " ( 2 X 14 ' -6 " ) as indicated on Architectural Drawings A-1 and A-2 . Thirty (301 ) feet, however , is to be used as a minimum distance between buildings. 32 ) This has been corrected and is labeled on Site Plan. 33 ) Road connects with the portion of the old Main Road; see completed Site Plan. 34 ) Refer to letter dated February 3rd , 1986 from H2M, as attached. 35) Former property line erased as it was not pertinent. 36 ) The Gatehouse road is to be the sole means of ingress and egress , and all other roads are to be fenced at property lines in such a manner as to prohibit passage onto or off the site . Large vehicles in emergency situations should have the ability to break, if necessary, such barriers. 37 ) All sidewalks are now generally indicated on the Site Plan and are to be ramped as necessary according to New York State Handicap requirements . Southold Town Planning Board Re: San Simeon Retirement Community March 3 , 1986 Page 3 of 3 38 ) St . Peter ' s Lutheran Church has obtained the services of a Landscape Architect and each cluster is to be fully landscaped as per existing cluster. 39 ) Typical planting schedule for first cluster is typical for all clusters . Refer to attached drawings by Matarazzo Design. 40 ) Refer to attached letter dated ebruary 3rd, 1986 from H2M. 4 L t DONALD A. DENIS, A. I.A. DAD/lv Encls . f MAR 3 1986 FP%oFDSEb 5PlWt eT Ll 44t 6 ICS - �L , u. h *� ' y 722 a APR 1 7 !x#36 6161 TELEPM OP..3E1, NE DONALD A. DENIS A.I.A., P.C. f3LDG. DEPT. TOWIV OF SOUTHOLD ARCHITECT ' AOUEBOOUE SOUARE - RTE.25 R O.BOX 565 DONALD A. DENIS, A.I.A AOUEBOGUE,N.Y.11931 FREDERICK R. WEBER, R.A. DONALD G. FEILER, R.A. MAR 4 1986 March 3 , 1986 Southold Town Planning Board Main Road Southold, New York 11971 Re: San Simeon Retirement Community Dear Sirs : We feel the information requested by the Southold Town Planning Board would best be responded to by numbering the list of Site Plan requirements. The following numbers correspond with the numbered list of requirements furnished by the Board and refers to the revised Site Plan drawings by H2M Corp. , drawings by Matarazzo Design and other documents as noted: 1 ) Information now on Site Plan. 2 ) Approved by Planning Board as previously submitted. 3 ) Approved by Planning Board as previously submitted. 4 ) Approved by Planning Board as previously submitted. 5 ) Refer to attached property description. 7 ) Approved by Planning Board as previously submitted. 8 ) Refer to attached Water & Sewer Easement. 9 ) There are no Deed Restrictions or Covenants applying to this property. 10 ) Information now on Site Plan. 11 ) Approved by Planning Board as previously submitted. 12 ) Approved by Planning Board .as previously submitted. 13 ) Approved by Planning Board as previously submitted. 14 ) Information now on Site Plan. 15 ) Information now on Site Plan. 16 ) Information on Site Plan and H2M drawings . 17 ) Refer to attached drawings by Matarazzo Design. 18 ) All proposed buildings as indicated on Site Plan. 19 ) Refer to Drawings, Southold Town Planning Board Re: San Simeon Retirement Community March 3 , 1986 Page 2 of 3 20 ) Location of street lights is now shown on Site Plan. Street lights will be on from dusk until dawn ( see attached catalog cut) . 21 ) Existing outdoor sign and others indicated on Drawings by Matarazzo. 22 ) Refer to Site Plan and H2M drawing of drainage, grading and pavement details. 23 ) Conformity with existing " street planting scheme of entrance area will be adhered to . Emphasis is to be placed on preserving existing vegetation with new vegetation to be planted on an "as needed " basis . Screening for future clusters will be in a manner similar to existing. 24 ) With the development of each additional cluster , future water and sewage lines will branch from the existing main lines indicated on the Site Plan . With the development of each additional cluster , drawings of such lines will be submitted as development progresses . For invertes and hydrant see H2M Drwg . 2 of 2 , dtd. Sept. 1984 . 25 ) There are no proposed Deed Restrictions or Covenants . 26 ) There are no contemplated public improvements to or adjoining the property. 27 ) Site Plan indicates entire scope of project and ultimate development. 28 ) Approved by Planning Board as previously submitted. 29 ) See H2M drawing of drainage, grading and pavement details. 30 ) See H2M drawing of drainage, grading and pavement details. 31 ) The distance between buildings as established by the minimum requirement of 2 X mean height of highest building is equal to 29 ' -0 " ( 2 X 14 ' -6 " ) as indicated on Architectural Drawings A-1 and A-2 . Thirty ( 301 ) feet , however , is to be used as a minimum distance between buildings. 32 ) This has been corrected and is labeled on Site Plan. 33 ) Road connects with the portion of the old Main Road; see completed Site Plan. 34 ) Refer to letter dated February 3rd , 1986 from H2M, as attached. 35 ) Former property line erased as it was not pertinent. 36 ) The Gatehouse road is to be the sole means of ingress and egress , and all other roads are to be fenced at property lines in such a manner as to prohibit passage onto or off the site. Large vehicles in emergency situations should have the ability to break, if necessary, such barriers . 37 ) All sidewalks are now generally indicated on the Site Plan and are to be ramped as necessary according to New York State Handicap requirements . Southold Town Planning Board Re: San Simeon Retirement Community March 3 , 1986 Page 3 of 3 38 ) St. Peter ' s Lutheran Church has obtained the services of a Landscape Architect and each cluster is to be fully landscaped as per existing cluster . 39 ) Typical planting schedule for first cluster is typical for all clusters . Refer to attached drawings by Matarazzo Design. 40 ) Refer to attached letter dated February 3rd, 1986 from H2M. DONALD A. DENIS, A. I.A. DAD/lv Encls . MAR 3 198 HOLZMACHER, McLENDON and MURRELL, P . • CONSULTING ENGINEERS, ENVIRONMENTAL SCIENTISTS and PLAKr.. 125 MYLIS ROAD, SUITE 140, MELVILLE, N.Y. 11747 • 516-752-9060 February 3 , 1986 Mr. Mark McKee Donald A. Denis, A. I.A. , P.C. Aquebogue Square - Route 25 P.O. Box 565 Aquebogue, NY 11931 Re: San Simeon Retirement Community SPLC 83-01 Dear Mr. McKee: In accordance with your request, we are pleased to provide the following information regarding the San Simeon Retirement Community site design. 1) Drainage Calculations - the drainage system for the site consists mainly of swales and open channels, which serve to col- lect stormwater runoff and transport it to a central location for storage and disposal. Due to the topography of the area, the site is broken up into two low points to which the stormwater is ultimately directed, one in the southwest corner of the site and one in the southeast corner of the site. Calculations were made to determine the amount of runoff which would be generated in eac!1 area from roof, pavement and landscaped areas, and the swales anC channels were sized accordingly. From the calculations, it was determined that approximately 44 cubic feet per second would be generated on the west side of the site and approximately 37 feet per second would be generated on the east side. These calculations are based on the rainfall from a storm of such magnitude that it occurs only once every ten years. It should also be noted that the runoff calculations were based on the full extent of development, even though the site was planned to be developed in stages . Since the impervious nature of the soils on the site pre- vented direct on-site recharge, the remaining alternative was to store the runoff on-site until the excess runoff could dissipate through the natural drainage channels that surround the site. Such a system requires the use of a detention pond, as was in- stalled in the southwest corner of the site to drain the newly developed area. In this case, the pond was designed such that it is capable of storing the runoff entering the area at a rate of 44 cubic feet per second (based on full development) . Should the Melville,New York•Farmingd.ie,New York•Riverhead,New York 11%N • • Mr. Mark McKee Page Two Donald A. Denis, A. I .A. , P.C. Aquebogue, NY 11931 February 3, 1986 rainfall be excessive, the system would simultaneously release runoff through an existing pipe under Chapel Lane. The rate at which the excess runoff is released through the existing pipe cannot exceed the rate at which the pipe previously flowed, thereby preventing the natural drainage areas surrounding the site from being overloaded. A similar system will be designed for the east side of the site as development requires. 2) Sewage Pumping Station and Back-up System - the sewage pump station for the complex consists of a duplex submersible pumping system designed to handle an average daily flow of 33 , 500 gallons per day. Each pump is capable of pumping a flow of 100 gallons per minute with the other pump as a back-up. In addition to an on-line back-up pump, the pump station has an emergency generator which will automatically be energized if the LILCO electrical service is interrupted. The pump station is also equipped with an alarm system that will signal a high water level in the wet well. The sewage force main discharges to the Incorporated Village of Greenport collection system. The sewage receives secondary treatment at the Village' s sewage treatment plant prior to being discharged into the Long Island Sound. We trust that the information supplied above is sufficient for your needs. However, if you require any further information or have any questions, please feel free to contact our office. Very truly yours, HOL-ZZMACHER, McLENDON & MURRELL, P. C. `/"��- Kevin P. Walsh KPW/bh cc: Reverend Gary Ettlemyer HOLZMACHER, McLENDON and MURRELL, P.C. • CONSULTING ENGINEERS, ENVIRONMENTAL SCIENTISTS and PLANNERS 125 BAYLIS ROAD, SUITE 140, MELVILLE, N.Y. 11747 • 516-752-9060 February 3 , 1986 Mr. Mark McKee Donald A. Denis, A. I.A. , P.C. Aquebogue Square - Route 25 P.O. Box 565 Aquebogue, NY 11931 Re: San Simeon Retirement Community SPLC 83-01 Dear Mr. McKee: In accordance with your request, we are pleased to provide the following information regarding the San Simeon Retirement Community site design. 1) Drainage Calculations - the drainage system for the site consists mainly of swales and open channels, which serve to col- lect stormwater runoff and transport it to a central location for storage and disposal. Due to the topography of the area, the site is broken up into two low points to which the stormwater is ultimately directed, one in the southwest corner of the site and one in the southeast corner of the site. Calculations were made to determine the amount of runoff which would be generated in each area from roof, pavement and landscaped areas, and the swales and channels were sized accordingly. From the calculations , it was determined that approximately 44 cubic feet per second would be generated on the west side of the site and approximately 37 feet per second would hie generated on the east side. These calculations are based on the rainfall from a storm of such magnitude that it occurs only once every ten years. It should also be noted that the runoff calculations were based on the full extent of development, even though the site was planned to be developed in stages. Since the impervious nature of the soils on the site pre- vented direct on-site recharge, the remaining alternative was to store the runoff on-site until the excess runoff could dissipate through the natural drainage channels that surround the site. Such a system requires the use of a detention pond, as was in- stalled in the southwest corner of the site to drain the newly developed area. In this case, the pond was designed such that it is capable of storing the runoff entering the area at a rate of 44 cubic feet per second (based on full development) . Should the Melville,New York•Farmingdale,New York•Riverhead,New York Mr. Mark McKee Page Two Donald A. Denis, A. I.A. , P. C. Aquebogue, NY 11.931 February 3, 1986 rainfall be excessive, the system would simultaneously release runoff through an existing pipe under Chapel Lane. The rate at which the excess runoff is released through the existing pipe cannot exceed the rate at which the pipe previously flowed, thereby preventing the natural drainage areas surrounding the site from being overloaded. A similar system will be desic_ied for the east side of the site as development requires. 2) Sewage Pumping Station and Back-up System - the sewage pump station for the complex consists of a duplex submersible pumping system designed to handle an average daily flow of 33, 500 gallons per day. Each pump is capable of pumping a flow of 100 gallons per minute with the other pump as a back-up. In addition to an on-line back-up pump, the pump station has an emergency generator which will automatically be energized if the LILCO electrical service is interrupted. The pump station is also equipped with an alarm system that will signal a high water level in the wet well. The sewage force main discharges to the Incorporated Village of Greenport collection system. The sewage receives secondary treatment at the Village ' s sewage treatment plant prior to being discharged into the Long Island Sound. We trust that the information supplied above is sufficient for your needs. However, if you require any further information or have any questions , please feel free to contact our office. Very truly yours, HOLZMACHER, MQLENDON & MURRELL, P. C. Kevin P. Walsh KPW/bh CC: Reverend Gary Ettlemyer • • •� 0 10/28 because you have no difference in elevation. You can't run stormwater drainage pipes below water level. It doesn't work. Mr. Stankevich:: This would be subject to working out engineer- ing feasibility. Mr. Wickham: I feel you don't have enough difference in grade. You could look at the sand swale concept particularly on the east end and by the southwest and where you have sand anyway. Mr. Stankevich agreed to check on the water, drainage, obtain better topos and check the sewage disposal. St. Peter' s Lutheran Church change of zone application. Mr. Koch, architect; Irving L. Price, Esq. , Attorney for the appli- cant; Reverend Coleman, Pastor of St. Peter' s; and members of the parish council appeared. Rev. Coleman made the presentation. The Church has purchased the Pell property which is part business and the twenty-six acres behind the church bounded by Chapel Lane and the Middle Road. He has talked with Mr. Monsell and the Village Board informally and has a letter saying they look favorably on the proposal and a letter is forthcoming that they will grant use of the Greenport Sewage facilities as requested. Mr. Wickham: We are always interested in what density you are thinking in terms of. Mr. Koch: Roughly 31 units with a total population of 249 living units. The total acreage is 26-1/2 acres, roughly. Mr. Price: We could amend our petition to include the garage property. It is part "A" and part "B" . Mr. Koch: It would be about thirty acres with that. Rev. Coleman: We would like to include the church property, too, as we would like to have a community center. We would like a swimming pool as this is recreational for all ages. We feel that a church serves best when it is used most. Mr. Coyle: Is this a fifty foot right-of-way to Middle Road? Rev. Coleman: Yes. Mr. Wickham: There are thirty-three acres including the church. Mr. Raynor: You are asking for 7. 3 and the present ordinance is 6.5 per acre which binds our board. The Town Attorney says Cwe cannot recommoend anything that does not comply with the zoning ordinance. We always advise to stay within what is allowed by the ordinance. We really recommend that you stay five percent under it because something always comes up and you will wish you had. Toft 'S LD QTY Southold, N.Y. 11971 (516) 765-1938 December 19 , 1985 Mr. Donald Denis Architect Aquebogue Square P.O.Box 565 Aquebogue, NY 11931 Re: San Simeon Retirement Community Dear Mr. Denis: The above mentioned site plan was reviewed by the Planning Board at the December 16 , 1985 meeting. It was the consensus of the Board to forward the enclosed list of site plan elements to you for inclusion on the site plan of San Simeon Retirement Community. Would you please forward six (6) surveys with the information requested to the Planning Board. Upon receipt, we will place this matter on the next Planning Board agenda. If you have any questions, please don' t hesitate to contact our office. Ve y tru y yours, BENNETT ORLOWSKI, JR. , CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary enc ,, • �N�oti ��rie�Ns•ur •NNuc� SITE PLAN ELEMENTS 4100-134 Town Code ( ) Lot, block, and section number, if any, or the property taken from tax records (o•K) Name and address of the owner of record - _ (o.K•) Name and address of the person preparing the map (D.i!•) Date, North arrow and written and graphic scale ( ) Sufficient description or information to precisely define the boundarie of the property. All distances shall be in feet and tenths of a foot. All angles shall be given to the nearest ten seconds or closer. The error of closure shall not exceed one in ten thousand. (6•k•) The locations, name, and existing width of adjacent streets and curblin ( ) The location and owners of all adjoining lands, as shown on the latest tax records ( ) Location, width and purpose of all existing and proposed easements, set reservations, and areas dedicated to public use withinor adjoining prop ( ) A complete outline of existing deed restrictions or covenants applying theproperty ( ) Existing zoning (ol!•) Existing contours at intervals of five or less, referred to a datum satisfactory to the Board (O,K ) Approximate boundaries of any areas subject to flooding or stormwater o (o•K•) Location of existing watercourses, marshes, wooded areas, rock outcrops isolated trees with a diameter of eight inches .or measured three feet above the base of the trunk and other significant existing features. ( ) Location of uses and outlines of structures, drawn to scale on and within one hundred (100) feet of the lots. ( ) r paved areas, sidewalks, and wehicular access between the site and publi streets ( ) Locations, dimensions, grades and flow direction of existing sewers, cu and waterlines as well as other underground and above ground utilities within and adjacent to the property. ( ) -Other existing development, including fences, landscaping and screening ( ) The location of proposed buildings or structural improvement ( ) The location and design ofall uses not requiring structures such as off street parking and loading areas. ( ) The location, direction, power and time of use of any proposed outdoor lighting or public address systems. ( ) The location of, and plans for, any outdoor signs ( ) The location and arrangement of proposed means of access and egress, including sidewalks, driveways or other paved areas; profiles indicatin grading and cross sections showing width of roadway, location and width of sidewalks and lcoation and size of water and sewer lines. OVER. . . Site plan elements cont. 0100-134) <0 1Y t i ( ) Any proposed grading, screening and other landscaping including types and locations of proposed street trees. ( ) The location of all proposed waterlines, valves and hydrants and of all sewer lines i or alternate means of water supply and sewage disposal and treatment. Iov, op sEw=e< iN NE aoe' o Lor IED kCVI$i.�(�_FtaW is k>_VEeseD see ( ) An outline of any proposed deed retrictions and/or covenants. ( ) Any contemplted public improvements on or adjoining the property. ( ) If the site development plan indictes only a first stage, a supplementary plan shall indicate ultimate develoment. ( ) Any other information deemed by the Planning Board necessary to determine conformity of the site planwith the intent and regulations of this chapter. C � �i?O r.� �EG'T/ON OF �oaus stipwl,uG TYPE. OF W' IJ SYGUCTO�S(V�"Frrr�ZR3ur P�C.dCILTO �1�-rA ti+CES Rtr�r;UEE,u '7SLCGS ( MiIN. = 2x I41(,gr or- 14(4NE.-,T P„LCG� doT15Z - � or- 7bTpL UA1/7-S IS OFOUGCh RY � 3UY T1L � Or Z q'L-.?'?00M WITS {5 (MUZEASHD 1,.Y (2) ` l,�ll-�.. 41L.�r�rAc STILL SC.2VIG-C SIS? DisnrJ Clu15H ge-r.�r�1.,, 132 � 2(�2. — sl+ow a,� h�=t-�. -r;/67 ,2oAo. 77147 `F-AVSS VkC YKORQ-6TY 01J77d� GdST FIlAOt:,p �.O.�, 7 GKI6TI.�CI p1JAf� ? I�20POSr:O , KL D To .5:303' fjICQ1�..�ACjE G3l..Gu�47TC�n(,5 . — VAI-�.dT f S , �[]�111�� Pl'AI�fLTY L/IJL / UJnY L yam+do�5_ c- or.lt I=o s OF AVO NOT 7R&� 07)lEP-- 'Mgze uao _ - �;(P�_.�.,IL1l.•yJ Ong C:.-P J6Q l3 cJt !y,V(j _. '°r:"-s�4P 5`r5 T'EN, MAR 3 1986 HOLZMACHER, McLENDON and MURRELL, P.C. - CONSULTING ENGINEERS, ENVIRONMENTAL SCIENTISTS and PLANNLP. 125 BAYLIS ROAD, SUITE 140, MELVILLE, N.V. 11747 - 516-752.9060 February 3 , 1986 Mr. Mark McKee Donald A. Denis, A. I.A. , P.C. Aquebogue Square - Route 25 P.O. Box 565 Aquebogue, NY 11931 Re: San Simeon Retirement Community_ SPLC 83-01 Dear Mr. McKee: In accordance with your request, we are pleased to provide the following information regarding the San Simeon Retirement Community site design. 1) Drainage Calculations - the drainage system for the site consists mainly of swales and open channels , which serve to col- lect stormwater runoff and transport it to a central location for storage and disposal. Due to the topography of the area, the site is broken up into two low points to which the stormwater is ultimately directed, one in the southwest corner of the site and one in the southeast corner of the siie. Calculations were made to determine the amount of runoff which would be generated in ea.ci, area from roof, pavement and landscaped areas , and the swales an0 channels were sized accordingly. From the calculations, it was determined that approximately 44 cubic feet per second would be generated on the west side of the site and approximately 37 f�,rjt per second would be generated on the east side. These calculations are based on the rainfall from a storm of such magnitude that it occurs only once every ten years. It should also be noted that the runoff calculations were based on the full extent of development, even though the site was planned to be developed in stages. Since the impervious nature of the soils on the site pre- vented direct on-site recharge, the remaining alternative was to store the runoff on-site until the excess runoff could dissipate through the natural drainage channels that surround the site. Such a system requires the use of a detention pond, as was in- stalled in the southwest corner of the site to drain the newly developed area. In this case , the pond was designed such that it is capable of storing the runoff entering the area at a rate of 44 cubic feet per second (based on full development) . Should the Melville,Now York•Farmingdale,New York•Riverhead,New York f�11M • M Mr. Mark McKee Page Two Donald A. Denis, A. I .A. , P.C. Aquebogue, NY 11931 February 3 , 1986 rainfall be excessive, the system would simultaneously release runoff through an. existing pipe under Chapel Lane. The rate at which the excess runoff is released through the existing pipe cannot exceed the rate at which the pipe previously flowed, thereby preventing the natural drainage areas surrounding the site from being overloaded. A similar system will be designed for the east side of the site as development requires. 2) Sewage Pumping Station and Back-up System - the sewage pump station for the complex consists of a duplex submersible pumping system designed to handle an average daily flow of 33, 500 gallons per day. Each pump is capable of pumping a flow of 100 gallons per minute with the other pump as a back-up. In addition to an on-line back-up pump, the pump station has an emergency generator which will automatically be energized if the LILCO electrical service is interrupted. The pump station is also equipped with an alarm system that will signal a high water level in the wet well . The sewage force main discharges to the Incorporated Village of Greenport collection system. The sewage receives secondary treatment at the Village ' s sewage treatment plant prior to being discharged into the Long Island Sound. We trust that the information supplied above is sufficient for your needs. However, if you require any further information or have any questions , please feel free to contact our office. Very truly yours, HOLZMACHER, McLENDON & MURRELL, P.C. Kevin P. Walsh KPW/bh cc: Reverend Gary Ettlemyer 15161722-3511 TELEPHONE NOV 7 1985 DONALD A. DENIS A.I.A.. P.C. ARCHITECT AQUEBOQUE SQUARE - RTE.25 P.O.BOX 565 DONALD A. DENIS, A.I.A AQUEBOGUE.N.V.11931 FREDERICK R. WEBER, R.A. DONALD G. FEILER, R.A. November 6, 1985 Planning Board Town of Southold Main Road Southold, New York 11971 Re: San Simeon Retirement Community Dear Sirs: Enclosed herewith please find six (6) copies of the revised Site Plan for the San Simeon Retirement Community condominium project located at Greenport. We ask that this matter be placed on the Agenda for the Planning Board meeting of November 18th, 1985. Thank you for your courtesies erein. Ve ,y truly yours, i DO D A. DENIS, IA.I.A. DAD/lv Encls . cc: Rev. Gary Ettlemeyer w/ (1) Site Plan 0 .JU* 1985 I - DffiCaS UTILITY OFFICE TEL. 7 /ll (516)477-1748 MAYOR L ay e of �reen ort POWER PLANT TEL. GEORGE W.HUBBARDiNtex.oxATm u.. NEW INC VIAPRIL 1.u.. (516)477-0172 TRUSTEES nc•INcoxvox.TION uNt.. GENERAL LAW MAT v. ,... JEANNE M.COOPER A CO., GAIL F.NORTONA-. ,... ,T DAVID E.KAPELL +� WILLIAM H.LIEBLEIN f 1{ •. •�-•---••-"0 �1/•� Y .-G NG . I S LAN c� 9 SUPT.OF UTIL TIES JAMES I.MONSELL 236 THIRD STREET GREENPORT, SUFFOLK COUNTY NEW YORK 11944 June 6, 1985 Mr. Bennett Orlowski Chairman, Southold Town Planning Board Main Road Southold, New York 11971 Re: Contract - Water Supply Dear Mr. Orlowski : The contract for water supply between the Village of Greenport and San Simeon Retirement Community has been signed. Enclosed is a copy for your file. If I can be of further service, please call . Very truly yours, James I. Monsell Superintendent of Public Utilities JIM:nr Enc. cc: George Hubbard, Mayor Rev. Gary Ettlemyer John Munzell , Attorney 0 � NAR jS86 WATER AND SEWER EASEMENT TRIS INDENTURE, made this day of 1985 , ! t- tween SAN SIMEON RETIREMENT COMMUNITY, INC. , with princ...nal of`!, ces located at Greenport, New York, party of the first part, and the Village of Greenport, a municipal corporation in Suf`olk County having its office and principal place of business at 236 Third Street, Greenport, New York, the party of the second part. WITNESSETH: That the party of the first part in cc=:- sideration of one dollar ($1 . 00 ) lawful money of the Untted States , paid by the party of the second part, the receip,� of is hereby acknowledged, has granted and released, and by 4--hese presents does grant and release to The Village of Greenp;,rt, located in the County of Suffolk, State of New York, se the right to maintain , water, sewer line, electrical lin:tID, necessary appurtenances thereto across the property dercriaC?ct a' follows: All that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate lying and being in the Town of Southold, County of Suffolk, State of N-,,- York: BEGINNING at a pipe set at the intersection of the southeasterly line of Middle Road with the easterly line of Chapel Lane and RUNNING THENCE from said point of beginning northeasterly along the the southeasterly line of Middle Road the following courses and distances; (1) N. 500 15 ' 07" E. 27. 00 feet. KNiN, MUNZEL ( 2 ) on a curve to the left with a radius of rTMNCVATLAW 749. 20 feet for a distance of 338. 76 feet to a monr.- a ROANUNE AVZNUE OANE<U,NEW VU"M - 1�1 F � ment and land of Abraham Shames et al; THENCE southeasterly, northeasterly and north- westerly along the land of Abraham Shames, et al, the following courses and distances; (1 ) S. 650 57 ' 10" E. 400 . 01 feet, (2 ) N. 240 02 ' 50" E. 390. 00 feet, (3 ) N. 65" 57 ' 10" W. 400.00 feet to the easterly line of Middle Road; THENCE northerly along the easterly line of Middle Road the following course and distances (1.) N. 24° 02' 50" E. 50 . 00 feet to the lan9. of Loula Delendas: THENCE southeasterly along the land of Loula Delendas the following course and distance; (1) S. 65° 57 ' 10" E. 460.05 feet to the lard of the Village of Greenport; THENCE Southerly and southeasterly along the land of Village of Greenport the following courves and distances; (1 ) S. 6" 06 ' 30" W. 448 . 87 feet to monument ( 2 ) S. 530 57 ' 00" E. 1068. 51 feet to a monu- ment, (3 ) S. 79° 01 ' 00" E. 232 . 89 feet to a monument and northerly line of Main Road; THENCE westerly and southwesterly along the northerly and northwesterly line of Main Road the following courses and distances ; (1 ) S. 720 03 ' 30" W. 157 . 55 feet ( 2) S. 38° 32 ' 30" W. 700. 71 feet to a monument and land of William H. Price; THENCE northwesterly and southerly along the land of William H. Price the following courses and distances; (1 ) N. 450 50 ' 00" W. 493 . 22 feet to a monu- ment, (2 ) S. 24" 37 ' 00" E. 550 .12 feet to the north- westerly line of Main Road; THENCE southwesterly along the northwesterly line of Main Road the following courses and distan- cesi (1. ) S. 38" 32 ' 30" W. 269 . 59 feet. (2 ) S. 430 32 ' 04" W. 340. 35 feet to the easterly line of Chapel Lane; THENCE northerly along the easterly line of Chapel Lane the following courses and distances: (1.) N. 340 49 ' 00 " W. 665. 20 feet, ( 2) N. 156 25 ' 20" W. 532 . 19 feet, (3 ) N. 16" 49 ' 50" W. 806 . 79 feet to the point or place of BEGINNING. JOHN J.MUNZEL TOGETHER with the free right of ingress and egresp ov.�r ATTOMNEY AT LAW w MOANUNE AVLNUE and across such property, insofar as such right of ingress vi JOtl1EAO.NEW Yp 1 �1 �T ray egress is necessary to the proper use of any other right granted herein, upon the conditions that the SAN SIMION RETIREMENT COMMUNITY, INC. , at all times will: i IN WITNESS WHEREOF, the party of the first part hereunto set his hand and seal the day and year first above written. SAN SIMEON RETIREMENT COMMUNITY, INC. BY i i STATE OF NEW YORK) OUNTY OF SUFFOLK)ss. : On this day of June, 1985 , before me personally ame , to be known, who, being by me duly sworn, did espose and says he resides at in the County of Fuffolk, in the State of New York; and that he is the f the SAN SIMEON RETIREMENT COMMUNITY, INC. , the corportion escribed in and which executed the above instrument; that he nows the seal of said corporation; that the seal affixed to said nstrument is such corporate seal; and it ws so affixed by order f the Board of Directors of said corporation; and that he igned her name thereto by like order. NOTARY PUBLIC I I I J.MUNZE� i rE V AT LAW Anf AVENUE a'D NEW YORK I�1 Planning Board Page 9 June 9 , 1986 Kapell Real Estate and Limpet Corp. - The Board reviewed this set-off located at Linnett and Brown Streets , Greenport. This proposal was also pending before the Board of Appeals for a variance on the lot size. On a motion made by Mr.Mullen, seconded by Mr. Latham, it was RESOLVED that the Southold TownPlanning Board refer the following comments to the Board of Appeals with regard to the proposed set off for Kapell Real Estate and LImpet Corp. located at Linnett and Brown Streets, Greenport: 1. It appears that the lots have become merged, however, the PlAning Board cannot endorse this set-off since the lots are less than the 80 , 000 square foot requirement. Vote of the Board: Ayes : Orlowski, Mullen, Latham, Edwards, Ward On amotion made by Mr. Mullen, seconded by Mr. Ward, it was RESOLVED that the Southold Town Planning Board declare themselves lead agency under the State Environmental Quality Review Act for the major subdivision of Long Pond Estates , Section II located at Laurel Avenue, Southold. An initial determination of non- significance has been made. Vote of the Board: Ayes : Orlowski, Mullen, Latham, Edwards, Ward On a motion made by Mr. Ward, seconded byMr. Latham, it was RESOLVED that the Southold Town Planning Board approve the sketch map of Long Pond Estates , Section II located at Laurel Avenue, Southold for 13 lots on 29. 87 acres in the cluster concept, survey dated as revised April 18, 1986. , tax map no. 1000-56-1-2 . Vote of the Board: Ayes: Orlowski, Mullen, Latham, Edwards, Ward San Simeon Retirement Community - The Planning Board reviewed this site plan for an adult community located at Chapel Lane, Greenport. The plan had been reviewed with Mr. Lessard and Mr. Bryer and all was found to be in order. ON a motion made by Mr. Ward, seconded by Mr. Latham, it was RESOLVED that the Southold Town Planning Board approve the site plan of the San Simeon Retirement Community located at Chapel Lane, Greenport for construction of 144 dwelling units , survey dated as revised January 8 , 1986 with the following supplemental plans: Surveys from HzM dated March, May, and September 1984 . Tax map no. 1000-45-2-10 . 1 It was noted that this plan has received certification by the Building Department. Vote of the Board: Ayes : Orlowski, Mullen, Latham, Edwards , Ward J T LD S Y Southold, N.Y. 11971 (516) 765-1938 August 6, 1986 Mr. Donald Denis, AIA Main Road Aquebogue, NY 11931 Re: San Simeon :Retirement Community Dear Mr. Denis: Enclosed is a survey for the above mentioned approved proposal which has been endorsed by the Chairman. If you have any questions , please don' t hesitate to contact our office. Ve ry truly volars, BNNETT ORLOWSKI, JR. , CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Melissa Spiro enc. AZAR 3 , WATER AND SEWER EASEMENT THIS IND&NTOR$, made this day of , 1985 , bet- tween SAN SIMEON RETIREMENT COMMUNITY, INC. , with principal offi- ces located at Greenport, New York, party of the first part, and the Village of Greenport, a municipal corporation in County having its office and principal place of busines., &•:. Third Street, Greenport, New York, the party of the secrr-n�l ;•..::r . WITNESSETH: That the party of the first part . i c _. sideration of one dollar ($1 . 00 ) lawful money of the Un .t :d States, paid by the party of the second part, f ;-se s is hereby acknowledged, has granted and released, aerl. presents does grant and release to The Village of ct2.+ located in the County of Suffolk, State of New York, as gr,. , the right to maintain , water, sewer line, electrical linea , c, l necessary appurtenances thereto across the property descri �?''! r.v follows : I All that certain plot, piece or parcel of land, with thi ! buildings and improvements thereon erected, situate lying and (being in the Town of Southold, County of Suffolk, State of New York: BEGINNING at a pipe set at the intersection of the southeasterly line of Middle Road with the easterly line of Chapel Lane and RUNNING THENCE from said point of beginning northeasterly along the the southeasterly line of Middle Road the following courses and distance.ss (1 ) N. 500 15 ' 07R E. 27. 00 feet. X N 1 MUNZEL ( 2 ) on a curve to the left with a radius o+: TT�NEV AT LAW 749. 20 feet for a distance of 338. 76 feet to r. mr. .. e ROAMJRE AVENUE [RHEAD NEW YMK i9p1 ment and land of Abraham Shames et al; THENCE southeasterly, northeasterly and north- westerly along the land of Abraham Shames , et al, the following courses and distances; (1 ) S. 65° 57 ' 10" E. 400 . 01 feet, ( 2 ) N. 240 02 ' 50" E. 390 . 00 feet, ( 3 ) N. 65" 57 ' 10" W. 400.00 feet to the easterly line of Middle Road; THENCE northerly along the easterly line of Middle Road the following course and distance; (l. ) N. 240 02 ' 50" E. 50 .00 feet t(, the land of Loula Delendas : THENCE southeasterly along the land of Loula Delendas the following course and distance; ( 1 ) S. 650 57 ' 10" E. 460. 05 feet to the land of the Village of Greenport; THENCE Southerly and southeasterly along the land of Village of Greenport the following courses and distances; (1 ) S. 60 06 ' 30" W. 448 . 87 feet to monument ( 2 ) S. 530 57 ' 00" E. 1068 . 51 feet to a monu- ment, (3 ) S. 79° Ol ' 00" E. 232 . 89 feet to a monument and northerly line of Main Road; THENCE westerly and southwesterly along the northerly and northwesterly line of Main Road the following courses and distances; (1 ) S. 720 03 ' 30" W. 157. 55 feet ( 2 ) S. 38° 32 ' 30" W. 700 . 71 feet to a monument and land of William H. Price; THENCE northwesterly and southerly along the land of William H. Price the following courses and distances; (1 ) N. 450 50 ' 00" W. 493 . 22 feet to a monu- ment, (2 ) S. 24" 37 ' 00" E. 550 .12 feet to the nort%i- westerly line of Main Road; THENCE southwesterly along the northwesterly line of Main Road the following courses and distan- ces; (1 ) S. 380 32 ' 30" W. 269. 59 feet. (2 ) S. 430 32 ' 04" W. 340. 35 feet to the easterly line of Chapel Lane; THENCE northerly along the easterly line of Chapel Lane the following courses and di^tances: (1 ) N. 34° 49 ' 00" W. 665 . 20 feet, ( 2) N. 150 25 ' 20" W. 532 .19 feet, (3 ) N. 16" 49 ' 50 W. 806.79 feet to the point or place of BEGINNING. JOHN J.MUNZEL TOGETHER with the free right of ingress and egress over ATTORNEY AT LAW o ROANURE AVENUE and across such property, insofar as such right of ingress arta v[piFAO.NEW VOR" 1�1 egress is necessary to the proper use of any other right granted herein, upon the conditions that the SAN SIMION RETIREMENT COMMUNITY, INC. , at all times will: IN WITNESS WHEREOF, the party of the first part hereunto set his hand and seal the day and year first above written. SAN SIMEON RETIREMENT COMMUNITY, 1aC. it 1 BY I STATE OF NEW YORK) OUNTY OF SUFFOLK)ss . : i i On this day of June, 1985 , before me personally ame , to be known , who, being by me duly sworn, did i espose and says he resides at in the County of uffolk, in the State of New York; and that he is the '' f the SAN SIMEON RETIREMENT COMMUNITY, INC. , the corportion mnescribed in and which executed the above instrument; that he ows the seal of said corporation; that the seal affixed to said strument is such corporate seal; and it ws so affixed by order f the Board of Directors of said corporation; and that he igned her name thereto by like order. 1 NOTARY PUBLIC I I, MUNZEL VEV AT 1AW ANC AVENUE >o.NEW Your ami 'kSan S n Retirement Comnuni0Inc. ii II Description of parcel of land at Greenport, Town of Southold, Suffolk County RY 3 1 986 BEGINNING at a pipe set at the intersection of the southeasterly line of Middle Road with the easterly line of Chapel Lane and RUNNING THENCE from said point of beginning northeasterly along the the s -utheasterly line of Middle Road the following courses and distances; (1 ) N. 500 15 ' 07" E. 27 . 00 feet. ( 2 ) on a curve to the lef,� with a radius of 749. 20 feet for a distance of 338.76 feet to a monu- ment and land of Abraham Shames et al; THENCE southeasterly, northeasterly and north- westerly along th:j land of Abraham Shames, et al, the following courses and distances; ( 1 ) S. 65" 57 ' 10" E. 400 .01 feet, ( 2) N. 240 02 ' 50" E. 390. 00 feet, ( 3 ) N. 650 57 ' 10" W. 400. 00 feet to the easterly line of Middle Road; THENCE northerly along the easterly line of Middle Road the following course and distance; (1 ) N. 24° 02 ' 50" E. 50 .00 feet to the land of Loula Delendas: THENCE southeasterly along the land of Loula Delendas the following course and distance; ( 1 ) S. 650 57 ' 10" E. 460 .05 feet to the '_and of the Village of Greenport; THENCE Southerly and southeasterly along the land of Village of Greenport the following courses and distances; (1 ) S. 60 06 ' 30" W. 448 . 87 feet to monument ( 2 ) S. 530 57 ' 00" E. 1068 . 51 feet to a monu- ment, (3 ) S. 79° 01 ' 00" E. 232 . 89 feet to a monument and northerly line of Main Road; THENCE westerly and southwesterly along the northerly and northwesterly line of Main Road the following courses and distances; (1 ) S. 72° 03 ' 30" W. 157 . 55 feet ( 2 ) S. 380 32 ' 30" W. 700.71 feet to a monument and land of William H. Price; THENCE northwesterly and southerly along the land of William H. Price the following courses and distances ; (1 ) N. 45° 50 ' 00" W. 493 . 22 feet to a monu- ment, (2) S. 24° 37 ' 00" E. 550. 12 feet to the north- westerly line of Main Road; THENCE southwesterly along the northwesterly line of Main Road the following courses and distan- ces; (1 ) S. 380 32' 30" W. 269 . 59 feet. ( 2 ) S. 43° 32 ' 04" W. 340. 35 feet to the easterly line of Chapel Lane; THENCE northerly along the easterly line of Chapel Lane the following courses and distances: (1 ) N. 340 49 ' 00" W. 665 . 20 feet, (2) N. 150 25 ' 20" W. 532 .19 feet, ( 3 ) N. 16" 49 ' 50" W. 806 . 79 feet to the point or place of BEGINNING. _ _ ! .-b OAR 1- WATER AND SEWER EASEMENT THIS INDENTURE, made this day of , 1985 , bet- tween SAN SIMEON RETIREMENT COMMUNITY, INC. , with principal offi- ces located at Greenport, New York, party of the first part, and the Village of Greenport, a municipal corporation in Suffo!X County having its office and principal place of business at 236 Third Street, Greenport, New York, the party of the second part. WITNESSETH: That the party of the first part in ron- sideration of one dollar ($1 . 00 ) lawful money of the United States, paid by the party of the second part, the receipt of which is hereby acknowledged, has granted and released, and by theee presents does grant and release to The Village of Greenport, located in the County of Suffolk, State of New York, as grantee, the right to maintain , water, sewer line, electrical lines, and all necessary appurtenances thereto across the property described a3 follows: All that certain plot, piece or parcel of land, with the I`lbuildings and improvements thereon erected, situate lying and lbeing in the Town of Southold, County of Suffolk, State of Now York: BEGINNING at a pipe set at the intersection of the southeasterly line of Middle Road with the easter._y line of Chapel Lane and RUNNING THENCE from said point of beginning northeasterly along the the southeasterly line of Middle Road the following courses and distanceal (1 ) N. 50° 15 ' 07R E. 27. 00 feet. JOHN.) MUNZEL (2 ) on a curve to the left with a radius of °rTPNFV AT 749. 20 feet for a distance of 338. 76 feet to a monu- .a ROANUHE AVENUE 1ERHEAh,NEW YO K 1�1 ment and land of Abraham Shames et al; THENCE southeasterly, northeasterly and north- westerly along the land of Abraham Shames, et al, the following courses and distances; (1 ) S. 65° 57' 10" E. 400 . 01 feet, (2 ) N. 24° 02 ' 50" E. 390 . 00 feet, ( 3 ) N. 65" 57 ' 10" W. 400. 00 feet to the easterly line of Middle Road; THENCE northerly along the easterly line of Middle Road the following course and distances (1 ) N. 240 02 ' 50" E. 50 . 00 feet to the land of Loula Delendas : THENCE southeasterly along the land of Loula Delendas the following course and distance; (l ) S. 65" 57 ' 10" E. 460.05 feet to the land of the Village of Greenport; THENCE Southerly and southeasterly along the land of Village of Greenport the following courses and distances; (1. ) S. 60 06 ' 30" W. 448.87 feet to monument ( 2) S. 53" 57 ' 00" E. 1068.51 feet to a monu- ment, (3 ) S. 79' 01 ' 00" E. 232 . 89 feet to a monument and northerly line of Main Road; THENCE westerly and southwesterly along the northerly and northwesterly line of Main Road the following courses and distances; (1 ) S. 72" 03 ' 30" W. 157. 55 feet ( 2) S. 380 32 ' 30" W. 700.71 feet to a monument and land of William H. Price; THENCE northwesterly and southerly along the land of William H. Price the following courses and distances; (1) N. 45" 50 ' 00" W. 493 . 22 feet to a monu- ment, (2 ) S. 24° 37 ' 00" E. 550 .12 feet to the north- westerly line of Main Road; THENCE southwesterly along the northwesterly line of Main Road the following courses and distan- ces; (j ) S. 380 32 ' 30" W. 269 . 59 feet. (2 ) S. 430 32 ' 04" W. 340. 35 feet to the easterly line of Chapel Lane; THENCE northerly along the easterly line of Chapel Lane the following courses and distances: (1. ) N. 34° 49 ' 00" W. 665. 20 feet, (2) N. 15° 25 ' 20" W. 532 .19 feet, (3 ) N. 16" 49 ' 50ft W. 806 . 79 feet to the point or place of BEGINNING. JOHN J.MUNZEL TOGETHER with the free right of ingress and egress over ATfgl YAT LAW Y IIOAMwIE AVENUE and across such property, insofar as such right of ingress and V(pl[AO.NEW VO"" IIWI egress is necessary to the proper use of any other right granted i herein, upon the conditions that the SAN SIMION RETIREMENT COMMUNITY, INC. , at all times will: IDI WITNESS WHEREOF, the party of the first part heregnto set his hand and seal the day and year first above written. i SAN SIMEON RETIREMENT COMMUNITY, INC, BY I I 1 STATE OF NEW YORK) OUNTY OF SUFFOLK)ss . : On this day of June, 1985 , before me personally ame , to be known, who, being by me duly sworn, did espose and says he resides at in the County of uffolk, in the State of New York; and that he is the f the SAN SIMEON RETIREMENT COMMUNITY, INC. , the corportion escribed in and which executed the above instrument; that he nows the seal of said corporation; that the seal affixed to said nstrument is such corporate seal; and it ws so affixed by order f the Board of Directors of said corporation; and that he gigned her name thereto by like order . I NOTARY PUBLIC __._ I I I i I J MUNZEL i vEV AT I AHE AVkNUE ,D NEW YORK I�1 1 II JUN 6 1985 AGREEWMMT made this 16 day of 4M, 19850 by and betweew the Village of Greenport, a municipal corporation in Suffolk CosXty. %M,$, W, its office sad principal place of business at 236 Third Str r ., *"" port, Now York, herein called the •VILLAGE•, and San Simeon Aqtirsm"t Community, Inc. , with principal offices located at no number, North Road, Greenport ,N.Y. , herein called the "OWNER". WMEREAE, the OWNER is desirous of securing a supply opt m4ter fQK the project to be developed at the property shown on the map amd 1W4w liminary site plan; and I . WHEREAS the OWNER is willing at its cost and expenae to UW aM install or cause to be laid and installed the water mains, hydrae,,#, fittings and valves described on the map and preliminary plan and to transfer and convey eame . to the VILLAGE upon completion aid, it necessary, to give and procure easements for the maintenance ad the y mains and the hydrants; and WHEREAS, the VILLAGE is willing to supply the OWNER with ift requested water allowances and the parties have agreed upon the ts'' and conditions for the supply of water and other matters; and WHEREAS the OWNER is the owner in fee of certain premises whLgh premises are shown generally on a map and preliminary plan asaexed hereto, made a part hereof and marked Exhibit "A", and entitled •San Simeon Retirement Community"; and WHEREAS OWNER is about to commence a development known a• .0100 Simeon Retirement Community" at Greenport, Town of Southold, New York (0 JOHN J.MUNLFL • ATTORNEY AT LAW• 646 ROANOKE AVENUE • RIVERHEAD, NEW YORK 11WI i and wishes to construct water mains and install hydrants on the emr- tain rights of way on a certain map entitled San Simeon Retiremest Community consisting of 7. drawings, which are attached hereto, made a part hereof, and marked Exhibit "B" , and to connect with the Village Nater System marked Exhibit "C" in conformity with the Contract amid Specifications for Furnishing and installing Water. Mains and Appurtesances, Project No. SPLC 83-01 dated September, 1984, marked Exhibit "D", and as may be amended from time to time during the course of construction of the project commonly known as gap 41seem Retirement Community. NOM, THEREFORE, in consideration of the premises and covenants herein, it is mutaully agreed as follows: FIRST. OWNER will install at its own cost and expense, water main for supply and distribution, throughout the subdivision as more fully shown on the Exhibit attached hereto, prepared by Holtsm"hero- McLendon and Murrell, P.C. , dated October 5, 1984. Said installatiao shall be in conformity with the agreement herein and the rules and regulations of the VILLAGE as they may exist at the time of iaatalukw tion. SECOND. Locations of all mains, hydrants, and appurtenances ase shown on a copy of the map entitled San Simeon Retirement Community, Greenport, N.Y. THIRD. All necessary engineering work, trenching, laying, joining, backfilling shall be done by OWNER and shall sometimes hereinafter be called the "WORK". FOURTH. The VILLAGE will supply the hydrants for installation at JOHN J. MUNZE . ATTORNEY AT LAW- L. 548 ROANOKE AVENUE . RIVERHEAD. NEW YORK 11901 the locations shown on said map. OMNER will reimburse the VILLAGE for all hydrants located within the subdivision. FIFTH. Payment shall be made upon delivery for hydrants and the costs of the delivery of the hydrants to the site by the VILLAGE. The VILLAGE shall deliver the hydrants to the sit* at a time appropriate to the expeditious completion of the work provided the VILLAGE is given so lead than 21 days notice, and subject to the availablity of the hydrants from the suppliers to the VILLAGE. SIXTH. Until such time as rental for such hydrants is assured and paid for by the East-Meat Fire Prevention District, OMMEE will pay annually to the VILLAGE such rental for such hydrants as is from time to time being paid by such District to the VILLAGE for other hydrant* in the District. SEVENTH. The standards for the installation of the piping and the hydrants shall be in accordance with the following specifications: (1 ) Johns Manville asbestos cement pipes class 150 ANNA Spec. C-400, or equal= or (2) cement-lined ductile iron pipe (ANNA spec. C151-76) class 150, or equal. Any pipe and all joints and parts of the ay*tm must be able to stand pressure of not less than 150 pounds per squ",0 inch. EIGHTH. The VILLAGE will supply without charge to ONMER suf- ficient water to make essential tests and to leave the system an final approval completely sanitary, said supply to be not less than 160 pounds per square inch. NINTH. The WORK shall be inspected by the VILLAGE which hereby delegates its Superintendent of Utilities or his designee full paver (3) JOHN J.MUNZEL - ATTORNEY AT LAW* US ROANOKE AVENUE * RIVERHEAD, NEW YORK 11901 of inspection hereunder. OWNER will grant complete freedom of aimosse to all parts of the premises and the WORK for inspection. The VILTAM will have an authorised inspector at the site at all proper tines so as not to delay the work. No work not passed by the inspector will be accepted by the VILLAGE. No backfilling shall be done until the #40 and the work in the trench has been approved and tested by the inspector. TENTH. OWNER will, and by this agreement does, upon apprev4 of. the completed work, which the VILLAGE will indicate to the e11= is writing, dedicate the mains to the VILLAGE, and does hereby grant a" convey to the VILLAGE an easement and right of way for the purpose ad laying, relaying, repairing, operating and maintaining water mains, both supply and distribution, and appurtenances, including domestic services and fire hydrants in the full length and width of the "M or hereafter existing public or private streets in the premises as shrew on the attached map. The rights of way and easements shall also ent"A five feet on either side of the mains to be laid pursuant to this agreement, whether or not such distance shall be within the road+"*. The mains and appurtenances and the rights of way and easements shalt ' be deeded to the VILLAGE its successors .or assigns. and shall forever remain the property of the VILLAGE, its successors or assigns. The rights of way shall be over the lands herein described and masked Exhibit •E•. ELEVENTH. - The easements herein granted are not exclusive, and other easements in said streets may be granted by OWNER to other per- sons or corporations maintaining public services throughout the deve- (q JOHN J.MUNZ/L 0 ATTORNEY AT LAW. 5"ROANOKE AVENUE • R11 ' ' 1 lopment, provided that no other mains are met within two feet internally of the water main and no poles are set into the ground within two feet either side of a line on the surface directly above the mains. if a gas, sewer or other main or service necessarily crosses the water mains, OWNER will advise the VILLAGE in writing of the exact location of the intersection forthwith upon installation and shall supply maps to tht VILLAGE showing the exact locations. Said intersections shall not be permitted without prior written coasast of the VILLAGE. TWELFTH. If OWNER contracts with a third party for the WOW, as the parties contemplate will be the case, the VILLAGE will examine the proposed contract, plans, and specifications, and promptly furnish OWNER and the third party contractor with a written statement est v*At part, if any, of the WORK proposed in such contract should be revie" to insure approval by the VILLAGE. The VILLAGE will not require any abnormal conditions , unless the situation at the site shall regaire them. THIRTEENTH. Upon completion, inspection and approval the VIjjkW will supply water to the development and the owners of the lands therein at the rates and pursuant to the rules and regulations of the VILLAGE in force from time to time. FOURTEENTH. The parties understand that final approval of the subdivision map has not been given by all necessary public authori- ties. The VILLAGE enters into this agreement to assist OWNER in securing such approval, and by way of contractually assuring to OMMER public water supply, if such subdivision approval is secured. JOHN J. MUNZEL . ATTORNEY AT LAMS48 ROANOKE AVENUE. RIVERHEAD.NEW YORK 11901 FIFTEENTH. A one inch (10) service line shall be installed to each lot, with a curb stop near the property line. This installation, Is under the direction and supervision of the Greenport Nater Department. SIXTEENTH. The VILLAGE requires a cash contribution of two thousand one hundred and seventy dollars ($2170.00) per dwelling ■att to be placed in the VILLAGE'S Nater Department Reserve Fund to help gain new production supply, so as to assure ONMER of future adeEsate supply. This amount may be amended from time to time, depending ed findings by the VILLAGE'S consulting engineers, Holamacher, McLeod" and Murrell, P.C. or their successors and upon approval by the Village Hoard of Trustees. SEVENTEENTH. The WORK contemplated by this agreement shall be completed within 24 months of final approval of plans by the Town of Southold, or within additional periods of 24 months each, howerver, it is hereby mutually agreed and understood that all specifications to reference to materials used for the construction of said systeat t o WORK to be completed, and/or water to be supplied shall be 1, q p ;jp conform with the then current standards as set by the VILLAGE of Greenport Utility Department, its successor, or its authorised agook " at each such interval. EIGHTEENTH. The OWNER agrees that upon completion of the work in accordance with any contract made pursuant hereto, title to the malaae hydrants, valves, and fittings so installed and laid shall be deemed dedicated to the VILLAGE, and the OWNER shall in confirmation of such passage of title, execute an instrument transferring and W JOHN I YUNZEL - A rrORNEV AI LAW. 5" ROANOXF AVENUE • RIVERHEAD. NEW YORK 11901 assigning to the VILLAGE the title, free and clear of all oneumbramr cos or liens to the mains, hydrants, valves and fittings so laid sad installed and if required by the VILLAGE shall procure from all per- sons having an interest in the land in which said mains lie a proper easement in favor of the VILLAGE for the perpetual maintenasee, reWr or replacement of said mains and fittings including the right to extend the mains and to connect them with other mains to ba laid hr or under the supervision of the VILLAGE. The instruments so executed shall be in recordable form. NINETEENTH. The VILLAGE agrees that when the installation, laying of the mains, .valves, hydrants and fittings has been completed, pursuant to the terms. of this agreement, and proper easements have been given, all as hereinbefore provided, the VILLAGE will aceept 0 assignment and conveyance of the mains, valves, hydrants and fittiafa and maintain them thereafter and supply water to consumers aloof tAe mains subject to conditions, rules and regulations of the Vlld."s, TWENTIETH. Should the OWNER desire to lay the mains in soot* ; separate construction contracts may be let for such sectio" Ixesr{,", the eztent of such separate sections shall be in the opinion of the VILLAGE sufficient to warrant a separate consideration. TWENTY-FIRST: This agreement contains the complete agreement bet• ween the parties for the acquistion by the VILLAGE of the mains, valves, fittings, and hydrants hereinbefore described and the O1�iR agrees that it will not make any claims against the VILLAGE on accomat of the installation of the mains, valves, fittings or hydrants and acceptance of the terms of this agreement, notwithstanding the provi- Bions of any general or special law to the contrary which may or Por not be enacted. TWENTY-SECOND. This agreement shall enure to the benefit and shall bind the respective heirs, legal representatives, succes egs se assigns of the parties hereto. TWENTY-THIRD. This agreement shall not be assignable by the OWNER without the consent in writing of the VILLAGE, which eoasest shall not be unreasonably withheld. TWENTY-FOURTH. Anything hereinbefore notwithstanding, this contract shall be for the construction of not more than 39 units and an anticipated water flow of 15 ,000 gallons per day only and shall not be construed as permission for water service for any more of the pro- ject than said 39 units. I - IN WITNESS WHEREOF, the parties have executed this agresmeat iw,. four (4 ) counterparts, all of which shall constitute originalg, we day and year first above written. ATTEST: VILLAGE OF GREENPORT ^`3L. 40, By: Vjl�Y 'e' Clerk GeofqecW. Hubbard, Mayor SAN SIMEON RETIREMENT COMNuNITY, IEC. By. (P.v. V. ✓./z (� JOHN J.YUN2il •ATTORNEY AT LAW• 50 ROANOKE AVENUE . RIVERNEAD, NEW YORK /1iW STATE OF NEN YORK ) u. t COUNTY Or SUFFOLK ) On the go Pr day of , 1985, before me personally came GEORGE N. HUBBARD, to as known, who, being duly sworn, did depose_a" say that he resides at No. 178 Central Avenue, Greenport, New York 119441 that he is the Mayor of the Incorporated Village of 6reagWt, the municipal corporation described in and which executed the foregoing instrument) t4at he knows the seal of said corporation) that the seal affixed to said instrument is such corporate small that it wan no affixed by order of the Hoard of Directors of said cor- poration, and that he signed his name thereto by like order. /' l c2is� r (tJ. Cee NOTARY rBLIC NAft,u/�daw WARY PUYLIC,Slate IN N.I STATE OF NEN YORK ) twig��W.47MI51' as. t COUNTY OF SUFFOLK ) On the 14 day of 1, 1985, before me personally came '7YJrAP6Y. OAAY Y. rrrtr-JtiYCJ( to me known, who being by se duly sworn, did depose and say that he resides at 67o TYreeTA ?APwf A107n70e<, A>/~ yoifr that he is a duly authorized officer of the corporation on whose behalf he acts, to wit, the t/iCC �.�,ex-peNT of the SAN Slow RETIREMENT COMMUNITY, INC. , the corporation described in and wlotak executed the above instrument, that he knows the seal of said corporations that the seal affixed to said instrument is such corporate small that it was so affixed by order of the Board of Directors of said corporation, and that he signed his name te#rseto ` by like order. .hilt . OTAR PUBLIC IRVING L. PRIGE; JR, ROTARY PUBLIC, STATE 01 NEW ,81,6W is CYORA o.at time of a/Ninlmepl rYCanmilsion Expires March 9Q C� JOHN J. YUNSEL . ATTORNEY AT LAW• 548 ROANOKE AVENUE . RIVERHEAD. NEW YORK 11901 i WATER SUPPLY AGREEMENT SAN SIMEON RETIREMENT COMMUNITY EXHIBITS Exhibit "A_' - "San Simeon Retirement Community" preliminary plan. Exhibit "B_' - "San Simeon Retirement Community" 5 drawings. Exhibit "C" - Village of Greenport Water System. Exhibit "D" - Contract and Specifications for Furnishing and Installing Water Mains and Appurtenances - Project No. SPLC 83-01 September 1984 Exhibit "E" - Description of parcel of land at Greenport known as San Simeon Retirement Community. 5-15-85 ,E XH/a / T ,E March 26, 1996 San Simeon Retirement Community Inc. i ( Description of parcel of land at Greenport, Town of Southold, Suffolk County, N. Y. Beginning at a'pipe set at the intersection of the southeasterly 1110.4f Middle Road with the easterly line of Chapel Lane and running thence from said point of beginning northeasterly alw4 , southeasterly line of Middle Road the following courses and distances; (l) N. 500 15' 07" E. 27.00 feet, (2 on a curve to the left with a radius of 749.20 feet for a distance of 338.76 feet to a monument and land of Abr&%= Shames et al ; ( thence southeeasterly, northeasterly and northwesterly along the land of j Abraham Shames,et al.. the, following courses and distances: (1 ) S. 650 57' 10"E. 400.111 feet, (2) N. 24 02' 50" E. 390.00 feet, (3) N. 650 57' 10" W. 400.00 feet to the easterly line of Middle Road; thence northerly along the easterly line of Middle Road the followU* course and distance: (1) N. 240 02' 50" E. 50.00 feet to the land of Loula Delenda; thence southeasterly along the land of Loula Delendas the following course and distance: (1) S. 650 57' 10" E. 460.05 feet to the land of the VIll11p,A Greenport; thence southerly and southeasterly along the land of Village of 9reamW' the following courses and distances: (1 ) S. 60 06' 30" W. 448.87 feet to a monument, (2) S. 530 51' 00" E. 1068.51 feet to a monument, (3) S. 79" 01 ' 00"" of-main Road; thence westerly and southwesterly along the northerly and northwesterly line of Main Road the following courses and distances: f'f (1 ) S. 720 03' 30" W. 157.55 feet, f (2) S. 38" 32' 30" W. 700.71 feet to a monument and land of William H. Price; thence northwesterly and southerly along the land of William H. Price the following courses and distances: I;1 ) N. 450 50' 00" W. 493.22 feet to a monument, (2) S. 240 37' 00" E. 550.12 feet to the northwesterly line of Main Road; thence southwesterly along the northwesterly line of Main Road the following courses and distances: ► ( 1 ) S. 380 32' 30" W. 269.59 feet, (2) S. 43" 32- 04" W. 340.35 feet to the easterly line of Chapel Lane; thence northerly along the easterly line of Chapel Lane the following courses and distances: F (1 ) N. 340 49' 00" W. 665.20 feet, (2) N. 150 25' 20" W. 532.19 feet, i (3) N. 160 49' 50" W. 806.79 feet to the point or place of beginning. P D T LD 1 Southold, N.Y. 11971 „�„�:.. ,•,.�_,m_ TELEPHONE JAMES WALL 765-1938 BENNETT ORLOWSKI,Jr. ,Chairman GGELORGGW EE RITCHIE LATIHAM,Jr. - NEGATIVE DECLARATION FLl tld Nu dNTr.CIr' Pursuant to Article 8 of the Environmental Conservation Law State Environmental Quality Review Act and 6NYCRR Part 617 , Section 617. 10 and Chapter 44 of the Code of the Town of Southold, notice is hereby given that Southold Town Planning Board as lead agency for the action described below has determined that the project will not have a significant effect on the environment. DESCRIPTION OF ACTION The site plan of St. Peter's Lutheran Church Retirement Community, Section I for 2 four-unit buildings . The project has been determined not to have a significant effect on the environment for the following reasons : An environmental assessment has been submitted which indicated that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. Because there has been no response from the Department of Environmental Conservation in the allotted time, it is assumed that there is no objection nor comments by that agency. Because there has been no response in the allottedtime from the Department of Health Services , it is assumed that there is no objection nor comments by that agency. The project will meet all the requirements of the Code of the Town of Southold Subdivision of Land Regulations. Further information can be obtained by contacting Diane M. Schultze Secretary, Southold Town Planning Board, Main Road, Southold, New xork 11971 Copies mailed to the following; Robert Flack, DEC Commissioner NYS, DEC at Stony Brook Suffolk County Department of Health Services Suffolk County Planning Commission Francis J. Murphy Reverend William Coleman An environmenta-assessment has been submi* which* indicated that n, significant adverse effects to the environment were likely to occur should the project be implemented as planned. The Department of Environmental Conservation has no objection to our agency being lead agency for this action. It has an unlisted classification, and a Tidal Wetlands Permit may be necessary. They comment that the density should not exceed 1 unit per 10 , 000 square feet. Because there has been no response in the alloted time from the Suffolk County Department of Health Services, it is assumed that there is no objection nor comments by that agency. 5. ^L The project will meet all the requirements of the Code a, of the Town of Southold Subdivision of Land Regulations . Further information can be obtained by contacting Diane M. - Schultze, , Secretary, Southold Town Planning Board, Main Road, Southold, New York 11971 Vote of the Board: Ayes : Orlowski, Mullen, Latham, ward On a motion made by Mr. Mullen, seconded by Mr. Latham the following action was taken: NEGATIVE DECLARATION i Pursuant to Article 8 of the Environmental Conservation Law State Environmental Quality Review Act and 6NYCRR Part 617 , Section 617 . 10 and Chapter 44 of the Code of the Town of Southold, notice is hereby given that Southold Town Planning Board as lead agency for the action described below has determined that the project will not have a significant effect on the environment. DESCRIPTION OF ACTION The subdivision-of site plan of St Peter's Lutheran Church Retirement Community, Section I for 2 four-unit buildings. The project has been determined not to have a significant effect on the environment for the following reasons : Zi �N - . 7V W —7 ai pg. (8) 6/25/84 An environmental assessment has been submitted which indicated that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. Because there has been no response from the Department of Environmental Conservation in the allotted time , it is assumed that: there is no objection nor comments by that agency. Because there has been no response in the allottedtime from the Department of Health Services , it is assumed that there is no objection nor comments by that agency. The project will meet all the requirements of the Code of the Town of Southold Subdivision of Land Regulations . Further information can be obtained by contacting Diane M. Schultze Secretary, Southold Town Planning Board, Main Road, Southold, New cork 11971 Vote of the Board: Ayes: Orlowski, Mullen , Latham , Ward On a motion made by Mr. Latham, seconded by Mr. Ward it was RESOLVED that the Southold Town Planning Board declarethem selves lead agency with regard to the State Environmental Quality Review Act for the minor suyzdiv.ision_of_ John -- Simon located at Peocnic . An intial determination of non-significance has been made. Vote of the Board: Ayes : ..Orlowski, Mullen, Latham, Ward It was also noted thatthe right-of-way must be imporved for this minor_ subdivision. It was also notes that this received approval from the Town Board froireli.efr from the two-acre zoning. Entenmann located at Laurel . The Planning Board reviewed this minor subdivision which is also before the Board of Appeals for an insufficient area variance for lot No. 1 . The Planning Board noted that around the area of Lot 1 there are many other small , narrow lots ; however, prior to making a formal recommendation to the Board of Appeals , they will make a fioi.i inanentinn of the area due to their concern with the 5�FF0(l- P D T LD Y Southold, N.Y. 11971 TELEPHONE JAMES WALL 765-1938 BENNETT ORLOWSKI,Jr. ,Chairman GEORGE RITCHIE LATHAM,Jr. NEGATIVE DECLARATION WLI!6 MUVar?c�r. Pursuant to Article 8 of the Environmental Conservation Law State Environmental Quality Review Act and 6NYCRR Part 617 , Section 617 . 10 and Chapter 44 of the Code of the Town of Southold, notice is hereby given that Southold Town Planning Board as lead agency for the action described below has determined that the project will not have a significant effect on the environment. DESCRIPTION OF ACTION The subdivision-vf site plan of St. Peter's Lutheran Church Retirement Community, Section I for 2 four-unit buildings . The project has; been determined not to have a significant effect on the environment for the following reasons: An environmental assessment has been submitted which indicated that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. Because there has been no response from the Department of Environmental Conservation in the allotted time , it is assumed that there is no objection nor comments by that agency. Because there has been no response in the allottedtime from the Department of Health Services , it is assumed that there is no objection nor comments by that agency. The project will meet all the requirements of the Code of the Town of Southold Subdivision of Land Regulations. Further information can be obtained by contacting Diane M. Schultze Secretary, Southold Town Planning Board, Main Road, Southold, New York 11971 Copies mailed to the following; Robert Flack, DEC Commissioner NYS, DEC at Stony Brook Suffolk County Department of Health Services Suffolk County Planning Commission Francis J. Murphy Reverend William Coleman to �FF©tt P � D TO ~ D SL �1 � �� Y Southold, N.Y. 11971 (516) 765-1938 June 11, 1984 Environmental Analysis Unit DEC, Building 40, Room 219 SUNY Stony Brook, New 'fork 11794 Gentlemen: Enclosed find a completed Short Environmental Assessment Form and a copy of the map of the jmjz xxxlakx1 x5LxAiamxw:fx site plan of San Simeon Retirement Community located at Greenport, Section I . This project is unlisted and an initial determination of non-significance has been made. We wish to coordinate this action to confirm our initial determination in our role as lead agency. May we have your views on this matter. Written comments on this project will be received at this office until June 25 , 198 4 We shall interpret lack of response to mean there is no objection by your agency in regard to the State Environmental Quality Review Act. Yours truly, BENNETT ORLOWSKI, JR. CHAIRMAN SOUTHOLD TOWN PLANNING BOARD Dian eSchultze, S" ecretaY1 � enc. cc: Department of Health Services I:75 T:"'r_TIMIS : of1n ordc:r to onswar the questions in this short EAF it is as:; that the preporer will us(-_ currently ovoi.lable information concerning projcct and the li!:cly impacts of th_ action . It is not expected that additional studio., rc::aarch or other investigations will be undertake) (b ) If any question has been ons•,!erad Yes the project may be significant and a co:apleted Env-ironnentol Assnssment Form is necessary (e ) If all queestions have been answered No it is likely that thi. project is not signifieot . (c ) Environm_ntol Asscc:m^_nt 1 . Ylil.l proJc'ct result in a large physical change to the Project site or p' si�cal y otter more thr:n 10 acres of lone!? . .hr1Y.`x P.lT•. . . . : . . . . . `_Yes%N. 2 . Will there be a major change o any unique or• vr,usual land form found on the site? . . . . . . . . . Yes %J N% 3 . 1'lill project alter or,0a?re a lar 'e`I cc, on existing body of trat r^ . . . . . . . . . . . . .": . . . Yes Nr 4. 1'Iill. project have a potentially lorgc•impact • � , on riroundwaicr quality? . . . . . . . . . . . . . . . . . . . . `ics Nc 5. 1'lill project significantly effect drainoge - flour on adjacent sites? . . . . . . . . . . • • . . . . Yes_,X_Nr E. Will project affect on), threatencd or endangered plant or aninal species? . . . . . . . . . . ._,Yes Nc 7,. Will projcct result in a major adverse effect= on or quality?. . . . . . . . . . . . . ^Yes Nc i C . 4/ill pr_ have a nojor effect on visual ehuracter of the community or scenic views or vistas known to : be: inportont to the community? ' Yes N0 Y . 1-Jill Project adversely impact any site or structure of historic, prehistoric or paleontological importoncc or any site dasic;nated as a critical environmentol area by "a local ogcncy? . . . . . . . . . . . . •. : :•:. . . : . v: . . V 10 . Will projcct have a mojor effect on existing or futura recreational opportunities? . . . . . . .". . YesVNo 11 ,' 1'11.ill project result in major traffic problems OK cause a major effect to existing iron::portation systems? . . . . . . . . . . . . . . . . . . . . . . __Yes__)t No 12. 1'lill project .rerularly ccusa objectionable odors, noise, glare, vibration, or electrical . disturbance as a result of the project ' s . operation? . . . . . . . . __Yes XNo 13 . 1-Jill prajact I"rave C311)' ir..pact an public health or .safety? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Yes 4 NO L, . 1.1111 pioject affect the.• existing cammunity by �--- directly causing a growth in permcncnt population of more thon 5 percent over a one year period or have a nojor negative effect on the ehoroeter of the community or �[ neighborhood? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .—Yes N No 15 . I :, there public controversy concerning the r p;.ojcc: t ? . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . _Yes 41�0No PP.EPM!ERIS SIICIATU::^.Es� • w - A - G �PItAl4� REPP.ESENTING3. 5i► MtM k.hgo . t GmLkoo/ D 1 ,ru�18 i�84 HOLZMACHER, McLENDON and MURRELL, P.C. • CONSULTING ENGINEERS, ENVIRONMENTAL SCIENTISTS and PLANNERS 125 BAYLIS ROAD, SUITE 140, MELVILLE, N.Y. 11747 • 516-7529060 June 15, 1984 Ms. Diane M. Schultze Secretary, Southold Town Planning Board Main Road Southold, NY 11971 Re: San Simeon Retirement Community SPLC 83-01 Dear Ms. Schultze: Pursuant to the request of Mr. Bennett Orlowski, Planning Board Chairman, we are forwarding three prints of the San Simeon Retirement Community site plan. The proposed first phase construction has been indicated on the plan. If you have any questions or require any further informa- tion, please contact our office. Very truly yours, HOLZMACHER, McLENDON & MURRELL, P.C. Kevin P. Walsh KPW/be Encs. j( �� �! ' f 4 Melville,New York•Farmingdale,New York•Riverhead,New York 6 4 UZ4 AN 7 1984 HOLZMACHER,McLENDON and MURRELL,P.C. •CONSULTING ENGINEERS,ENVIRONMENTAL SCIENTISTS and PLANNERS 125 BAYLIS ROAD, MELVILL T, N.Y. 11747 a 516-752-9060 June 6, 1984 Ms. Dianne Schultz Southold Town Planning Board Town Hall Main Road Southold, NY 11971 Re: San Simeon Retirement Community SPLC 83-01 Dear Ms. Schultz: At the request of Rev. William Coleman of St. Peter' s Church, we are enclosing for your reference two prints of the general site plan for the proposed San Simeon Retirement Community. We would appreciate it if, after the Planning Board has reviewed the site plans, you could forward a preliminary letter of approval from the Planning and/or Zoning Board. The County requires such a letter before they will review sanitary sewer plans. If you have any questions or require any further informa- tion, please feel free to contact our office. Very truly yours, HOOLZMACHER, M/c;L�ENDON & MURRELL, P.C. K6vin P. Walsh KPW/be Encs. Melville,New York 9 Farmingdale,New York • Riverhead.New York jPj D T D Y Southold, N.Y. 11971 (516) 765-1938 June 6, 1984 Pastor Coleman St. Peter' s Lutheran Church _Main Road Greenport, NY 11944 Re: St.Peter's 'Lutheran Church SectionI site plan Dear Paster Coleman: The following action was taken by the Planning Board at the regular meeting of June 4, 1984 . RESOLVED that the Southold Town Planning Board declare lead agency under the State Environmental Quality RevIew Act for the site plan of St. Peter's Lutheran Church located at Greenport. An initial determination of non-significance has been made. Would please forward 3 copies of the site plan along with the completed environmental assessment form, which is enclosed, to our office in order that we may make the necessary referrals . Very truly yours , BENNETT ORLOWSKI, JR. , CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary enc. cc: Donald A. Sioss Robert W. Jewell, P.E. Review of the Planni Board file for: San Simeon Retiremen Community Applicant: St. Peter' s Lutheran Church August 31, 1976 Planning Board approved the site plan received August 30, 1976 of "San Simeon by the Sound" :subject to the Board of Appeals granting variances for front yard parking and setbacks and granting a special exception for the "Inn" July 26 , 1983 Planning Board referred the site plan "St Peter' s Lutheran Church, Section I" for the proposal to construct four (4) buildings to the Building Department for certification. August 15 , 1983 Correspondence from the Building Department indicating there was no clarification as to the zoning bounderies and noting that at ]least one building will be in the "B" Zone, riot a permitted use. (See attached letter) September 21 , ]983 The Planning Board approved the site plan "St Peter' s Lutheran Church, Section I" for the construction of two four-unit buildings , subject to receipt of letter from the Town Attorney with regard to the clarification of the "B" zone that was approved on the site plan prior tothe change in the zoning ordinance in 1979 . September 21 , 1983 Planning Board sent correspondence to the Town Attorney requesting advice on whether the approval given to the site plan in 1976 is still in effect since it was given prior to the change in the zoning regulations in 1979 . Jaunary 3 , 1984 Cop* of correspondence from'-the Town Attorney to Victor Lessard received by the Planning Board; indicating that no dwelling units may be built in that area of the premises atoned for business use unless either (a) variances are applied for and granted by the Zoning Board of Appeals, or (b) the areas in the business zone are rezoned to a district where such use is a permitted use. (See attached correspondence) January 4 , 1984 Correspondence from the Planning Board to St. Peter' s Lutheran Church indicating that the site pian cannot be processed at this time due to the correspondence from the Town Attorney. January 20, 1984 Memo to the Planning Board from Victor Lessard :stating that research through the Board of Appeals shows variances were signed (Chairman Board of Appeals and Town Clerk' s office) a month after the zone restriction changes, therefore the variances will remian in effect. He also :stated that this was discussed and ok'd by Supervisor Murphy, based on records he presented DV'E to him. San Simeon Retiremenommunity Cont. Page 2 OF February 17 , 1984 The Planning Board approved the site plan "St. Peter' s Lutheran Church, Section I" for the construction of two-four unit buildings . May 9, 1984 Correspondence from Mr. Robert Jewell of the Suffolk County Department of Health Services to the Town for their declaration of lead agency. June 4 , 1984 Planning Board declared themselves lead agency under SEQRA for the site plan of St. Peter' s Lutheran Church. cc: Town Board COUNTY OF SUFFOLK NAY 1 81984 TOWN OF SOUTHOLD PETER F. COHALAN SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES DAVID HARRIS,M.D., M.P.H. COMMISSIONER May 16, 1984 Town of Southold Main Road Southold, New York 11971 RE: San Simeon Retirement Community situate Greenport, Town of Southold Gentlemen: Please be advised the writer is in receipt of plans for the above referenced site. It is indicated that the site will consist of 150 individual housing units, inn, motel and recreation building. In accordance, this application is considered Type 1 under SEQRA. The applicant intends to provide public water from the Greenport Water District and to affect a hook-up with the Greenport Sewer System. Once a complete review has taken place by other sections within our department, a more detailed analysis will be furnished. However, at this preliminary stage, since public water and sewers are proposed, this office would request that the Town of Southold assume lead agency. Should you have any further questions, please contact the writer. Very truly you/, P.E. Robert W. Jewe Public Health Engineer Environmental Engineering Section RWJ/ctk Orig. cc: Paul Ponturo Stephen Costa Copies TX. T.B. Atty. Donald A. Screen P.E. Village of Greenport Agg. Date File Uir�GY . COUNTY CENTER 548-3313 RIVERHEAD,N.Y.11901 COUNTY OF SUFFOLK • (a PETER F.COHALAN SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES DAVID HARRIS.M.D..M.P.H. COMMISSIONER May 16, 1984 Town of Southold Main Road Southold, New York 11971 RE: San Simeon Retirement Community situate Greenport, Town of Southold Gentlemen: Please be advised the writer is in receipt of plans for the above referenced site. It is indicated that the site will consist of 150 individual housing units, inn, motel and recreation building. In accordance, this application is considered Type 1 under SEQRA. The applicant intends to provide public rater frog the Greenport Water District and to affect a hook-up with the Greenport Sewer System. Once a complete review has taken place by other sections within our department, a more detailed analysis will be furnished. However, at this preliminary stage, since public water and sewers are proposed, this office would request that the Town of Southold assume lead agency. Should you have any further questions, please contact the writer. Very truly you/P.E. Robert W. Jere Public Health Engineer Environmental Engineering Section RWJ/ctk cc: Paul Ponturo Stephen Costa Donald A. Sioss, P.E. ✓ Village of Greenport COUNTY CENTER 548-3313 RI V ERHEAD.N.Y. 1 1001 COUNTY OF SUFFOLK a4� . ��� PETER F.COHALAN SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES DAVID HARRIS,M.D..M.P.H. COMMISSIONER �l May 9, 1984 Holzmacher, McLendon 8 Murrell , P.C. 125 Baylis Road Suite 140 Melville, New York 11747 Att: Donald A. Sioss, P.E. RE: San Simeon Retirement Community situate Greenport, Town of Southold Dear Mr. Sioss: Please find enclosed letter of request to the Town of Southold to assume lead agency in your application. Copies of your plans have been forwarded to Messrs Paul Ponturo and Stephen Costa for comment. Once negotiations are complete with the Village of Greenport, please be so kind as to advise the writer. Should you have any further questions, please contact the writer. Very truly yours, Robert W. Jewe 1 , P.E. Public Health Engineer Environmental Engineering Section RWJ/ctk Enc. COUNTY CENTER 548-3313 RIVERHEAD.N.Y.11901 g�FFO(,r� P D ti < T LD S Y Southold, N.Y. 11971 HENRY E.RAYNOR,Jr.,Chairman TELEPHONE JAMES WALL 765-1938 BENNETT ORLOWSKI,Jr. GEORGE RITCHIE LATHAM,Jr. WILLIAM F.MULLEN.Jr. February 17 , 1984 �I���QXb1 Reverend Pe4ser Coleman St. Peter's Lutheran Church Main Road Greenport, NY 11944 Re: St. Petters Lutheran Church Section I Site Plan Dear Reverend Coleman: The following action was taken by the Southold Town Planning Board at the regular meeting of February 13 , 1984 . RESOLVED that the Southold Town Planning Board approve the site Plan "St. Peter' s Lutheran Church, Section I, "for the construction of two four-unit buildings . If you have any questions, please contact this office . Very truly yours , �JHEN"RYEAYNOR, JR. , AIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary cc: Building! Department &� P D T LD S �1 Y 41 Southold, N.Y. 11971 HENRY E.RAYNOR,Jr.,Chairman TELEPHONE 765-1938 JAMES WALL BENNETT ORLOWSKI,Jr. GEORGE RITCHIE LATHAM,Jr. WILLIAM F.MULLEN,Jr. January 4 , 1984 Rev. Peter Coleman St. Peter' s Lutheran Church Main Road Greenport, NY 11944 Dear Reverend Coleman: Enclosed herein is a letter addressed to Mr. Victor Lessard, Executive Administrator of the Building Department, from the Town Attorney. As the concluding paragraph from the Town Attorney delineates that no dwelling units maybe constructed at this time in the B Zone, we can not further process your site plan. If at anytime you may be in a position to follow the operations as indicated, we would be more than pleased to continue with the proposed site plan. Vrye�ry_ truly yours , Henry12aynor1r. ,9C-hairman Southold Town Planning Board Enc. ds 5�FF0(,f- P D T D SU 1 l Y Southold, N.Y. 11971 HENRY E.RAYNOR,Jr..Chabrmn TELEPHONE JAMES WALL 765-1938 BENNETT ORLOWSKI,Jr. GEORGE RITCHIE LATHAM,Jr. WILLIAM F.MULLEN,Jr. September 21, 1983 Mr. Victor Lessard Building Administrator Southold Town Hall Southold, New York 11971 Re: St. Peters Lutheran Church Section I Site Plan Dear Mr. Lessard: The following action was taken by the Southold Town Planning Board, Monday, September 19, 1983 . RESOLVED that the Southold Town Planning Board approve the site plan "St. Peters Lutheran Church, Section I" for the construction of two four-unit buildings , subject to receipt of letter from the Town Attorney with regard to clarification of the "B" 'Lone that was approved on the site plan prior to the change in the zoning ordinance in 1979. Very truly yours , HENRY E. RAYNOR, JR. ,CHAIRMAN SOUTHOLD TOWN PLANNING BOARD L) a, o L ., LA)-LNA- By Susan E. Long, Secretary S wn�kCL ( C(�QG�.,�/A1.]*1 Q" -4--N A *./`�* 1 1t0-uAn C�.1l.Y1A Jf'l.J—..7c-9-�..�/7•+t.avt.l�-Yt((,�� 44, • oy�FFOLK�� VAN OFFIC ORNEY ROBERT W.TASKER D TELEPHONE Town Attorney �/�- a�� (516) 477-1400 1 ,�• 1` 425 MAIN ST. GREENPORT, L.I., NEW YORK 11944 January 3, 1984 Mr. Victor Lessard Town.Qf Southold Town Hall Main Road Southold, New York 11971 Re: San Simeon Dear Victor: You have asked that I advise you with respect to whether dwelling units may be constructed in that portion of the San Simeon property which lies within the "B" ("B-111) zone. On October 26, 1976, Local Law No. 5 amended the Zoning Code to exclude dwelling units as a permitted use in all business zones. Prior thereto, when dwelling units were a permitted use in such zone, the applicant obtained certain area variances from the Zoning Board of Appeals. Section 100-23 entitled "Effect of Establishment of Districts" provides in part as follows: A. "No building shall be erected. . .nor shall any land or building be used. . .for any purpose. . .except in conformity with all regulations, requirements and restrictions specified in this chapter for the district in which such building or land is located." D. "Nothing contained in 'this chapter shall require any change in plans, construction or designated use of a building complying with the Ordinance in force prior to this chapter, if the following is found to exist: (1) a building permit shall have been duly issued, and construction shall have been started before the effective date of this chapter". It is my understanding that as of the present date, no building permits have been issued nor has any building construction commenced since dwelling units were excluded from the business districts more than seven years ago. u Mr. Victor Lessard -2- January 3, 1984 It is, therefore, my, opinion that no dwelling units may be built in that area of the premises zoned for business use unless either (a) variances are applied for and granted by the Zoning Board of Appeals, Or (b) the areas in the business zone are rezoned to a districh where such use is a permjtted use. Yours very truly, ROBERT W. TASKER RWT :aa cc: Southold Town Planning Board *' D PTD SL IN Southold, N.Y. 11971 HENRY E.RAYNOR,Jr.,Chairman TELEPHONE JAMES WALL 765-1938 BENNETT ORLOWSKI,Jr. GEORGE RITCHIE LATHAM,Jr. WILLIAM F.MULLEN,Jr. September 21, 1983 Mr. Robert W. Tasker Town Attorney 425 Main Street: Greenport, New York 11944 Re: St. Peter:; Lutheran Church Site Plan Dear Mr. Tasker: Enclosed please find letter an&veering our request for certification on the above captioned site plan. Please note approval is requested at this time for two four-unit build- ings, one of which is located in a "B" Zone. In 1976 this site was given approval . Please advise if this approval is still in effect since approval was given prior to the change in the zoning regulations in 1979 . Very truly yours, HENRY E. RAYNOR, JR. , CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Susan E. Long, Secretary Enc. 0 TEL. 765-1802 �pS�FFUL,�lO TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR o , P.O. BOX 728 SOUTH LD, NALL Y 11971 AUG 19 RECD August 15 , 1983 Planning Board Town Hall Southold , NY 11971 Re : Letter of July 26 , 1983 regarding "site plan of St . Peters Lutheran Church , Sect . I , four building . " Gentlemen : The site plan is incomplete for Section 1 . In a phone conversation with Mr . Paul Rogers , in Mr . Dennis , Architect ' s office , I understand there will be 2 buildings . What appears as 4 will be 2 as they will be sub- stantially attached with a roof-breezeway or enclosed meter room. Each double building will have 4 units . The 2 buildings have a total of 8 units in this first cluster . They have the proper separation of 30 feet ( 100-52 B ) . There is no zoning district line on this site plan ( 100-134A ( 10 ) ) . It appears at least one building will be in the B Zone , :not a permitted use . One building will be less than the 50 feet to the street as site plan shows - frontyard setback is 50 feet ( 100-51 ) . Off-street parking shall be determined by the Planning Board , 100-112 . Mr . Rogers mentioned possibly a 24 ' wide surfaced road instead of 36 ' . The street is to go around the circle and into the marked 1128 car" parking area . They may only provide parking for these 8 units at this time - not 28 . The site plans do not give building numbers . Some buildings have variances and are identified by their numbers . Refer to Special Exception and Variances in 1976 . Otherwise the plans meet the zoning requirements . This does not include Chapter XIII . Yours truly, "I dt/1 '% SIV George H. Fisher a ��,Lv�3 Sr . Building Inspector GHF : ec Att . P EFO D o f,. T D Southold, N.Y. 11971 HENRY E.RAYNOR,Jr.,Charman TELEPHONE JAMES WALL 765.1938 BENNETT ORLOWSKI,Jr. GEORGE RITCHIE LATHAM,Jr. WILLIAM F.MULLEN,Jr. July 26 , 1983 Mr. Victor Lessard Building Administrator Southold Town Hall Southold, New York 11971 Re: St. Peter' s Lutheran Church Site Plan Dear Mr. Lessard: The following action was taken by the Southold Town Planning Board, Monday, July 25 , 1983 . RESOLVED that the Southold Town Planning Board refer the site plan "St. Peter's Lutheran Church, Section I for the proposal to construct four (4) buildings , to the Building Department for certification. Three copiers of the site plan have been attached. Very truly yours, HENRY E. RAYNOR, JR. , CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Susan E. Long, Secretary Attch. 9 LETTER OF TRANSMITTAL DONALD A . DENIS, A. I .A. , P. C . P.O. Box 565 Aquebogue, New York 11931 Tel. No. : 516-722-3511 TO: Rev. William Coleman PROJECT: San Simeon Retirement JOB NUMBER: Community DATE: July 8, 1983 Gentlemen: We are enclosing herewith: # of Copies Drawing No. Description 3 Site Plan showing Proposed First Cluster of Buildings **FOR SUBMISSION TO PLANNING BOARD** As RequestedXXXXX For Your Records For Your Use XXXXXX For Approval For Your Review & Comments Shop Drawings cc : DONALD A . DENIS, A. I .A . TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR * r�p� TOWN CLERK'S OFFICE SOUTHOLD, N. Y. Date .........................j`4 A`f..,. ...'.t...'..'.r? Mr. R 73AwrrN l'Aa5 Commissioner of Public Works Suffolk County Yaphank Ave., Yophank, N. Y. Dear Sir:. In accordance with Section 239K of the General Municipal Law of the consolidated Laws of the State of New York, this is to notify the Commis- sioner of PuJAic Works of the County of Suffolk that � G.7!teiek ,.a.`.`. '1. ......:.................................................................................................................. has applied to the Town �/off South Id for a permit to construct afytuilding ✓e zy-7/ .'..'71tY 'j C^ } �A:� f// /'4E;.I� xM•,I + Yy::ft., bt on .................. ...#:................... ..... .r. .......... . ..., as shown on the ottacheGplot plan, submitted in triplicate; darted ................ cl .ilDSftn ,f ALItg; ......and titled We shall withhold further action on this application for ten days or as otherwi proyi�ledrin the ?foremefntt1Rned Section 239K. Very truly yours, iii"-� - �.�f .''3.%fi�'a✓ �',/ . ��a�t_ 5%_Building Inspector Town of Southold, N.•Y:' June 21, 1983 DISAPPROVED-to the Town of Southold pursuant to Section 239K of General Municipal Law subject to the stated conditions : Access to Middle Rd'.. , C.R. 48,. is denied. Poor sight distance p safety hazards . Use Chapel Lane as access point . A Permit is pursuant to Sect . 1.36 of the Hwy. Law. L�•/%fes r �-� SUFFOLK COUNTY DEPT. OF PUBLIC A. BARTON CASS, COMMISSIONER JUM 2- o^ R_cro - : i �Q,. SA �SIMESOti3 eaT-JPENtNT 66/4/400 SITE PLAN ELEMENTS §100-134 Town Code ( ) Lot, block, and section number, if any, or the property taken from tax records Name and address of the owner of record - _ (o.K•) Name and address of the person preparing the map (D.�•) Date, North arrow and written and graphic scale ( ) Sufficient description or information to precisely define the boundaries of the: property. All distances shall be in feet and tenths of a foot. All angles shall be given to the nearest ten seconds or closer. The error of closure shall not exceed one in ten thousand. (6dC•) The locations, name, and existing width of adjacent streets and curblines ( ) The location and owners of all adjoining lands, as shown on the latest tax records ( ) Location, width and purpose of all existing and proposed easements, setba reservations, and areas dedicated to public use withinor adjoining proper ( ) A complete outline of existing deed restrictions or covenants applying is theproperty ( ) Existing zoning (o•L.) Existing contours at intervals of five or less, referred to a datum satisfactory to the Board (O K) Approximate boundaries of any areas subject to flooding or stormwater ov (o,K) Location of existing watercourses, marshes, wooded areas, rock outcrops isolated trees with a diameter of eight inches or measured three feet above the base of the trunk and other significant existing features. ( ) Location of uses and outlines of structures, drawn to scale on and within one hundred (100) feet of the lots. ( ) Paved areas, sidewalks, and wehicular access between the site and public streets ( ) Locations, dimensions, grades and flow direction of existing sewers, cul and waterlines as well as other underground and above ground utilities within and adjacent to the property. ( ) -Other existing development, including fences, landscaping and screening ( ) The location of proposed buildings or structural impovement ( ) The location and design of all uses not requiring structures such as off street parking and loading areas. ( ) The location, direction, power and time of use of any proposed outdoor lighting or public address systems. ( ) The ]Location of,and plans for, any outdoor signs ( ) The ]Location and arrangement of proposed means of access and egress, including sidewalks, driveways or other paved areas; profiles indicating grading and cross sections showing width of roadway, location and width of sidewalks and lcoation and size of water and sewer lines. OVER. . . ,,e plan elements cont. (4100-134) c . ( ) Any proposed grading, screening and other landscaping including types and locations of proposed street trees. ( ) The location of all proposed waterlines, valves and hydrants and of all sewer lines/ or alternate means of water supply and sewage disposal and treatment.Cnvof .VE cae rte oG Lor NERD RMV,5"I-FLOW IS 2EVMeSED sec N2N ( ) An outline of any proposed deed retrictions and/or covenants. ( ) Any contemplted public improvements on or adjoining the property. ( ) If the site development plan indictes only a first stage, a supplementary plan shall indicate ultimate develoment. ( ) Any other information deemed by the Planning Board necessary to determine 'coonformity of the .site plan with the intent and regulations of this chapter. ( 0049 hIZOGII_ES -Mec5U(�HCUT (EL5vn-r I ON5 I SLOPE C'r'C...•) -:r Z05C SEi"770. OG POAD`J 1500 I' J 7"YPe. OF CJOnJ5T2UL-TOr_16IelFFQIZAR.L;y P TOF' 2! Y- MC4WT OF WGAMISr R�L-CCQ /�/OrE•� or, IbTAI • Uur Ts I5 2EDuccD''\ PAY 6P 80r 1-r of Z gt37eoom �u,rs IS Ii�Ic2e&SP-Q FS( 18 - D ILL ' tk_��CAC STILL SE2�/Ict p11S ? plsTll:I C�UISH 3t."L7ti1Eb.� fPP- 42P�2.- -5N0� I�N�Yx Is IN>' goAo -WAT LaAVES TUC Vfz O-e.TY OIJ v� cosT, HUTAcr� .( eDA0 k �no5�o . TO SEr'3 ( A.1U4fjE Gb.l-Gu,-4770n1S — �µnr 1 S „�Of'N�tZ ve-0T�.eTY L/IJE — AMY ? C�t3�dou5� or C"W- Ne_&r.,S ac 146e,tssl_6eEs s A00 M0'r Mir aOWP-- Jff.��Wp`K5 ? WI LAMPS - L/ar.,q SGAGIhJ(� Cor-ApU TD.Tro�1`� -SHOUJ oti NAP / �� - �LMuTII,]4 �HkiDU1.E. -5CP�PAT't:S FY.d/J SNGWrnJCr TYQF:S G `��5 M — i i i I 11 1 / TOWN CLERK // TOWNSOU OLD O F TH i iT '! Suffolk County, New York 516 - 765.1801 2E? 35002 So old, N. Y. 1 971Zn,%� i CE ED OF. , Krd) A-1TV , (ZA'i-e5e. i o,o For I JuAlth T. Terry, T wn ,lerk 1 Cuek Q Check I i I i • PLANNING BOARD MEMBERS SCOTT L. HARRIS Bennett Orlowski, Jr., Chairman �Y� ;"'#' �- Supervisor George Ritchie Latham, Jr. Richard G. Ward �� '� '' Town Hall, 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards PLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 October 23 , 1990 Robert W. Brown Sidney B. Bowne & Son 45 Manor Road Smithtown, New York 11787 Re: May 1990 Bill for Services Rendered in Review of Site Plan & Drainage Design for San Simeon Retirment Community SCTM # 1000-45-02-10. 3 SSB # 87606 Dear Mr. Brown: This office recently received an inquiry from Ms. Anderson of your staff as to why an outstanding bill of $1,581. 38 has not been paid. The bill has not been paid because it is in excess of the amount that was stated on your estimate and on the Town' s purchase order. If a revised voucher is submitted in the amount of the estimate ( $1,250. 00) , it will be paid. Please contact Valerie Scopaz or Melissa Spiro if there are further concerns or questions. Very Truly Yours, Bennett Orlowski, Jr. Chairman cc: John Cushman, Accounting office , sn � -Account Number. . . . . .8020.. 4. . . . . . Invoice #. . . . . . . . . . . . . Date. May . . . 19 90 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Dr. PAY TO: Payee Identification Payee Name: or Social Security Number: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Sidney B . Bowne & Son . . . . . . . . . . . . . . . Payee Reference: Address: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .45. Manor. Rd... . . . . . . . . . . . . . . . . . Phone No. (. . . .). . . . . . . . . . . . . . . . . . . . . . . . Smithtown , N . Y . 11787 Vendor Contact Cash Discount. . . . . . . . . .. . . . . . . . . o . . . . . . . . .Days . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . item Description of Material/Service Quantity Unit Amount No. Price 87606 San Simeon Retirement Community eview OT Site Plan rainage esign For the period of : o P . O. # 3596 74- 1 , 581 . 3 4aid, nt 1_, 581 . The undersigned (Claimant) (Acting on behalf of above named hereb tify that the foregoing claim is true and correct and that no part thereof has b ein stated,and that the balance therein stated is actually due and owing.Dated. . . .M a Y. 31 a . . . . . . . . . . . . . . . . . ..19 .�4. . . . ^ -nature SIDNEY B. BOWNE & SON 45 Manor Road Smithtown, New York 11787 (516) 724-0611 May 31 , 1990 Town of Southold 87606 San Simeon Retirement Community Review of Site Plan & Drainage Design for Multi -Unit Retirement Community. For the period of : 04/10/90 to 05/07/90 S . C .T . M . : 45-2-10. 3 $1 , 581 . 38 P . O. # 3596 PLEASE REMIT TO: SIDNEY B. BOWNE & SON 45 Manor Road Smithtown, New York 11787 MINEOLA • SMITHTOWN •- NEW YORK CITY • CLEARWATER An E•u•1 OppMunny Emplp M/FM . � I i I I •; f � i • • 0 w O %I O iW 00 % 00:1 IDM M11 1 '1 1 1 A T 2 �T3 .1 A31 T 1 �1 m A-iL D O a O S a O D D, O 1 I S N A A S O A IA N A. 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A r � 9 m m m I ' r. . i r l y K I• K KI • I O''O ,0 N V i V O W O Id O r V OI r a I CN �A N "Inti r ti ti ti {. KI • I 1 AID .. ml O H D O N i0 O �I O N I Iplr S •0 17I rA I I I �3 O I a 1 a 10 r 1 cnr 2 r •" p 9 W rl 1 O!D 'J N P d O 0 PI I Mi.A 'D � O W iiN•O P Wi 1 V i ' P N id •O N NI I NIM YI N N N i MI ; I I I 1 I ' NI N N rl I f'1'!D' MW r r I d cnl •i• N N P i N � N 1 Kim r W'W N •0 I W I N O I - J 1 i ' CHRONOLOGICAL REVIEW OF EVENTS CONNECTED WITH SITE PLAN APPLICATION OF SAN SIMEON ELDERLY COMMUNITY DEVELOPMENT. September 1974 - Application made for Change of Zone from A-Residential to M-1 Multiple Residential. (Irving L. Price, Attorney) - Change of Zone granted by the Town Board. August 30, 1976 - Planning Board approves the site plan subject to two conditions: that ZBA grant variances for front yard parking and setbacks and that ZBA grant a Special Exception for the "Inn" . October and November 1976 - Zoning Board grants variances and Special Exception. June 1983 - Suffolk County Department of Public Works denies San Simeon project access to C.R. 27 (now known as C.R. 48) . July 1983 - Planning Board refers site plan for Section I ( four buildings) to Building Department for certification. August 1983 - Building Department certifies that plan is incomplete, but meets with zoning requirements. September 1983 - New PB chairman asks Town Attonrey if 1976 site plan approval is still valid, given 1979 change in zoning regulations. - On same day as above letter, PB approves site plan for Section I subject to response from Town Attorney. January 1984 - Town Attorney responds re:his opinion that no dwelling units may be built in area zoned for business uses. 0 4 0 January 1984 - Letter from PB to Rev. Coleman notifying him that Planning Board cannot proceed with site plan further. February 1984 - Planning Board approves site plan for Section I (four buildings) . June 1984 - Planning Board issues Negative Declaration on Section I (four buildings) . June 1986 - Site plan certified by Building Department. June 1986 - Planning Board approves site plan. See letter for wording of resolution. PLANNING BOARD * 0 12 SEP*ER 41 1990 Mr. Cuddy: I ' ll do that. I will do it immediately, I will do it tomorrow. SETTING THE NEXT PLANNING BOARD MEETING: Mr. Orlowski : Board to set Monday, October 1 , 1990 at i : �v p.m. at the Southold Town Hall, Main Road, Southold as the time and place for the next regular Planning Board Meeting. Mr. Latham: Second. Mr. Orlowski: Motion made and seconded. Any questions on the mo ion? All those in favor? Ayes: Mr. Latham, Mr. McDonald, Mr. Edwards , Mr. Ward, Mr. Orlowski. Mr. Orlowski: Opposed? So ordered. OTHER: Mr. Orlowski: San Simeon - Chairman to sign Condominium Un .t Designation Map. SCTM # 1000-45-2-10. 3 . Mr. McDonald: Mr. Chairman, I would like to offer the following resolution. RESOLVED that. the Planning Board of the Town of Southoia hereby authorizes its Chairman, Bennett Orlowski, Jr. , to sign the Condominium Unit Designation Map for Section I of the San Simeon Retirement Community project located on Chapel Lane in th Town of Southold. The signing of this map shall in no way be construed as an approval of the site plan submitted for the San Simeon Project. Mr. Ward: Second. Mr. Orlowski: Motion made and seconded. Any questions on the motion? All those in favor? eyes: Mr. Ward, Mr. Latham, Mr. McDonald, Mr. Edwards, Mr. Orlowski. Mr. Orlowski : Opposed? So ordered. (Chairman endorsed maps) . Mr . Orlowski: John Beebe - Chairman to endorse maps . I ' ll cn' 2 -tain that motion. t ING BOARD MEMBERS ) ' SCOTT L. HAR Orlowski, Jr., Chairman a' Supervisor 7ge Ritchie Latham, Jr. as✓'' ,�j� Richard G. Ward ' Town Hall, 53095 Mr vlark S. McDonald P.O. Box 117c .enneth L. Edwards PLANNING BOARD OFFICE Southold, New York ;phone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-It September 11, 1990 J. Kevin McLaughlin 828 Front Street P.O. Box 803 Greenport, New York 11944 RE: San Simeon Project SCTM#1000-45-2-10. 3 Dear Mr. McLaughlin: The following resolution was adopted by the Southold Town Planning Board at a meeting on Monday, September 10, 1990. ✓ RESOLVED that the Southold Town Planing Board authorize the Chairman to endorse the Condominium Unit Designation Map for Section I designating the numbers assigned to the individual units for the Section I of the San Simeon Retirement Community project located on Chapel Lane in the Town of Southold. The signing of this map shall in no way be construed as an approval of the site plan submitted for the San Simeon Project. Please contact this office if you have any further questions. Very truly yours;, �(U " Bennett Orlowski, Jr. 11llV//// 5 Chairman Encl. : 16 1985 Officers UTILITY OFFICE TEL. Y (516)477-U48 MAYOR llaye o� reenlwpt POWER PLANT TEL. GEORGE W.HUBBARD INGO"PORATIO 1.36 NIw INIORP IARTION APRO-T. I... (516)477-0172 TRUSTEES R I•INCORPDRATION UNDER GENERAL LAW WAY T.. 1494 JEANNE M.COOPER A �`?�y� - -pf--; 1�- GAIL F.HORTON DAVID E.KAPELL .A F U �� WILLIAM H.LIEBLEIN r j,�{ �'-' .•• ^^''• �p NG 1SL � SUPT,OF UTILITIES JAMES L MONSELL 236 THIRD STREET GREENPORT, SUFFOLK COUNTY NEW YORK 11944 June 6, 1965 Mr. Bennett Orlowski Chairman, Southold Town Planning Board Main Road Southold, New York 11971 Re: Contract - Water Supply Dear Mr. Orlowski : The contract for water supply between the Village of Greenport and San Simeon Retirement Community has been signed. Enclosed is a copy for your file. If I can be of further service, please call. Very truly yours, James I. Monsell Superintendent of Public Utilities JIM:nr Enc. cc: George Hubbard, Mayor Rev. Gary Ettlemyer John Munzell , Attorney AUG 2 4 1990 �;� ISI /l;�-��r✓( c�� ;�c (� ccs ��� � _ i.m,..�_. `�- ` L!lHl�c _ ALAV - WfV f�IlDRN ATTORNEY AT 828 FRONT STREET.P.O. BOX 803 G EENPORT,NY 11944 )516)477-1016 August 22, 1990 Matthew G. Kiernan, Assistant Town Attorney Southold Town Hall Main Road Southold, NY 11971 RE: SAN SIMEON PROJECT SCTM #1000-045-02-010 . 003 Dear Matt: Pursuant to our discussions with the Southold Town Planning Board this morning, I have been authorized to forward this letter to you. The applicants for the San Simeon Project located on Chapel Lane, Greenport, New York, agree, as follows :- 1) Provided that the following does not re- quire further permits from any other governmental agencies, as soon as practicable, the existing detention pond on the parcel will be enlarged to the degree necessary to accomodate the runoff from Section I (as shown on the Condominium Unit Desig- nation Map dated April 3 , 1990) generated by a ten (10) year storm (the equivalent of a 2" rain) , with the understanding that the existing drain pipe under Chapel Lane will continue to exist and be used; and 2) The applicants will indemnify the Town of Southold against any claim by any individual or group for damages resulting from any runoff directed onto adjoining property by means of the on-site drainage system. The aforesaid agreement by the applicants is expressly conditioned upon the following: Matthew G. Kiernan, Assistant Town Attorney August 22 , 1990 Page 2 1) the issuance of the four building permits pending before the Southold Town Building Depart- ment by 4 : 30 p.m. on August 23 , 1990 ; 2) the receipt by the undersigned by 4: 30 p.m. on August 23 , 1990 , of a letter signed by Bennett Orlowski, Jr. , Chairman of the Southold Town Planning Board stating: (a) the remainder of the building permits for units in Section I of said map will be issued within one week of application therefore; and // (b) Atha Cond inium Unit Designation Map dated I Pr 3 , 1990 , ill be endorsed by said Chari- man at t e gular meeting of the Planning Board, wh+ h shall take place on or before September 10 , 1990 . In addition, it is my understanding that the Condominium Unit Designation Map must be signed by the Building Department and the Office of the Assessor of the Town of Southold. It is my fur- ther understanding that such signatures will be immediately forth- coming. This letter is to be held by you in escrow pending the completion of all of the foregoing. Very truly yours, evi McLaughlin Attorney for Applicants JKM:kk . T PLANNING BOARD MEMBERS rn SCOTT L. HARRIS Bennett Orlowski, Jr., Chairmanv'�r �` �- Supervisor George Ritchie Latham, Jr. Town Hall, 53095 Main Road Richard G. Ward 179 Mark S. McDonald P.O. Box 1 Kenneth L. Edwards Southold, New Yorrkk 1197] PLANNING BOARD OFFICE Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 August 22, 1990 J. Kevin McLaughlin 828 Front Street P.O. Box 803 Greenport, NY 11944 Re: San Simeon Project Dear Mr. McLaughlin: Upon reviewing your letter addressed to Matthew G. Kiernan of August 22, 1990 regarding the above-referenced matter, please be advised that the Planning Board has discussed the contents of the aforementioned letter and has authorized me, as chairman of the Planning Board, to respond as follows: a. The remainder of the building permits for units in Section I of said map will be issued within one week of application therefore; and b. he Condominium Unit Designation Map dated pi'il3 1990, will be endorsed by said Chairman at the next regular meeting of the Planning Board, which shall take place on or before September 10, 1990. In conjunction therewith, enclosed herewith is a copy of a resolution which will be proposed on September 10, 1990. If you should have any questions, please feel free to contact me. Vel truly yours, � Bennett Orlowski, Jr. Chairman BO:mis Enc. FROM VILLRGE UREE14e UR'I1 1+ 1N P. 2 Officers MAYOR / ('1`/,aye o/f �menpod 1JT1UTY OFFICE Gf.OROr,W.IIUUDARD INCORPORATIO 1171 ` 0161477r1748 R11Y INCO RPDA AtaM,APA1L 1.11II TROSTKFS At iNCOM0AA110N MNPIR OINIRAL LAW MAY N,1604 POWER PLANT WILLIAM U. ALLEN S► 13161477.11171 flll1411?N L.CLAW. , . r r • •" " M 11 FAX 01N 477•IM77 Unv1n S.apawm fL..•.,....•.•• C1AI1.P.1I0147/IN , ,`.•V/N O 1 S L A N Q�"" S111'f.OF U'fll.l'I'ILS XVPT•(IF WATEWWARIEWATE14 JAMBS L MONSELL 11 I.rr• ..r'A I If.RAI 11 W 1111101 IN 2)6 THIRD STkI?l;T 0 P.O.PDX All GRUNPORT,NLW YORK 11944 Augus Q Mr. Jay E. Helms Managing Partner 2 2 San Simeon Properties Associates P.O. BOX 2 BLDG. DEPT. Greenport, N. Y. 11944 TOWN OFSOUTHOLD Re: Letter from J. Holme 7/20/90 Dear Mr. Helmet In response to your letter dated 7/20/90, wherein you requested an additional 400 GPD of sewer capacity duo to a calculation error on your part in your original request for 3,200 CPD, the Village Board has authorized mo to provide you with this additional 400 GPD of sewer capacity. Accordingly, a total of 3,600 CPD of sewer capacity is available as of July 1, 1990. It is requested that a meeting be held with the Village's Superintendent: of water/Wastewater to review your water and sewer requirements to verify that the requested allocations are correctly reflected as per the agreed contracts. Very truly yours, Goo�ubbard mayor GW'I1:DO 100 Yenrs of Communlly Service � �aU$F(LE ATTORNEY AT LAW 629 CRONT STREET, P.0.BOX 908 S OREENPORT,NY 11944 1919)477-1019 August 18, 1990 Harvey A. Arnoff, Southold Town Attorney Town Hall P.O. Box 1179 Southold, NY 11971 RE: SAN SIMEON APPLICATION Dear Mr. Arnoff: While I have been unable to locate the form for a determination of nonsignificance, transmitted herewith is a copy of letter from the Planning Board dated June 6, 1984. very truly yourp, J. JKM:kk FAXED nuc 2 0 000 �' � �.PCL P3�•a P iFFOtX U Tac v ` D Y soutbold. N.Y. 11971 (616)796.1936 June 6, 1984 Pastor Colemwan St. Peter'tt Lutheran Church .Main Road CYernport, NY 11944 Rut St.Peter's Lutheran Church Sectionx site plan Dear Paster Coleman: The following action was taken by the Planning Board at the regular meeting of June 4, 1984 . RESOLVED that the Southold Town Planning Board declare lead agency under the State Environmental puality Review Act for the site plan of St. Peter's Luthoran Church locatod at Greenport. An initial detertaination of non-signiticance has been made. Would please forward 3 copies of the site plan along with the completed environmental assessment form, which is enclosed to our office in order that we may make the. Necessary referrals. Very truly yours, SENNTYT ORLOWSKI, JR. , CKATRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary enc. co: onald A. Sioss Robert W. Jewell, P.B. ***END**+ SAN SIMA)FAROPERTIES AS&RTES P.O. Box Z Greenport, New York 11944 /Y,41r4MIJ -IV August 15, 1990 Bennett Orlowski, Jr . Chairman Southold Town Planning Board Southold Town Hall Main Road Southold, New York 11971 Dear Mr . Orlowski : The unit designation map which requires the endorsement of the town planning board, building department and tax assessor is the map prepared by Harold W . Young, dated April 3, 1990 , Three copies of this map were delivered by William H . Price, Jr . to Your office on or about April 6, 1990 , Thank You for Your prompt consideration of this matter , ay Helme Man ging Partner cc : CZ, Inc . ro flu, 14 I ., ,090 a; i PLANNING BOARD 6 • 35 AUOT 4 1990 but the only thing is is that they are arguing about the appraisal. That is another case which I don' t particularly want to discuss right now but they say it is not buildable land and I say hog wash. Mr. Orlowski: We don't have a problem with this. Mr. McDonald: You see without going through the process you can't do anything to it. Mr. Wickham: O.K. , but I just want you to know and as I said before I am not trying to pull any fast one' s on anybody and we' ll do much better business if you know what I am talking about. (Planning Board went into executive session with representatives of San Simeon and Matt Kiernan) . Bill Price - Said something about Section I. Mr. McDonald: I am not an attorney so I don' t know if there are any other implications, if there are no other implications fine. Do it. • Mr. Matt Kiernan: The endorsement of the condominium designation number units in no way indicates tacit approval of any part or all of it San Simeon development by the Planning Board. Mr. McDonald: The only other problem we have is that we continue to have a disagreement about what we call Section I . Mr. Price: Section I is the unit designation map that we have submitted and that is what I referred to in my settlement conversation with Matt. That is what we need. Mr. McDonald: I understand, but all of our previous paper work on Section I refers to something else and all of our resolution says it continues to muddy the water about what Section I is and is not. Can we simply refer to it as a map submitted for such purposes as designation of a condominium. Mr. Price: Well, I appreciate it if it says Section I because what we are going to do is we ' re going to have four separate condominium corporations that are going to be umbrellaed by a large condominium Section I and Section II. Instead of muddying the waters if you then define Section I as shown on this map, that' s fine. If you want to think about it that is fine too. • Mr. McDonald: I don' t know, we 've got two Section I 's. Some resolutions refer to one Section I and some resolutions refer to another Section I, I just don' t know what that does. PLANNING BOARD • • 36 A*ST & 1990 Mr. Orlowski: We can do it with a special meeting by sometime next week. Mr. Price: That is fine. Mr. Orlowski: I ' ll entertain a motion to adjourn. Mr. Latham: So moved. Mr. McDonald: Second. Mr. Orlowski: Motion made and seconded. Any questions on the motion? All those in favor? Ayes: Mr. McDonald, Mr. Latham, Mr. Edwards, Mr. Orlowski. Mr. Orlowski: Opposed? So ordered. Being there was no further business to be brought before the board the meeting was adjourned at 9: 45 p.m. Respectfully submitted, ,• ane Rousseau, Bennett Orlowski Jr. , Chairm • V r PLANNING BOARD MEMBERS �' i rn SCOTT L. HARRIS Bennett Orlowski, Jr., Chairman Supervisor George Ritchie Latham, Jr. �y Richard G. Ward ?� ' ` Town Hall, 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards PLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 MEMORANDUM TO: Gerard P. Goehringer, Chairman Zoning Board of Appeals /W FROM: Bennett Orlowski, Jr. , Chairman ' ? RE: San Simeon Retirement Community Chapel Lane, Greenport, N.Y. SCTM # 1000-045-02-10. 3 fhl DATE: August 7 , 1990 p" Pursuant to your request of August 1st, p ase find attached a copy of all pertinent corresponde a and supporting documentation from the site plan file for is project. The conceptual site plan approval or the entire project that was issued by this Board in 1976 emains valid. The drainage plans for the original Section I (eight dwelling units in four residential buildings) were approved in 1984. Section I was constructed and Certificates of Occupancy were issued. The project sponsors are proposing to expand the original Section I to include more buildings. However, the drainage plans for the proposed expansion of Section I have not been approved because they would result in stormwater draining onto private property that is not owned by the project sponsors. This Board cannot approve the site plan for the proposed expansion of Section 1 without revised drainage plans because then the Town could be sued by the adjoining property owner for allowing stormwater runoff to drain onto his property. Further, you should be aware that the SEQRA process that was conducted in 1984, was on the original Section I only. See this Board' s letter of January 16, 1990, and the Negative Declaration dated June 25, 1984, copies of which are included in the attached package of correspondence. Each of the site plans mentioned in the attached material can be reviewed in the Planning Board office. Unfortunately, we have no duplicates to share with you other than the latest submission to expand the existing Section I . �or,�EFOIKCOG� APPEALS BOARD MEMBERS T SCOTT L. HARRIS y Supervisor Gerard P. Goehringer, Chairman O�- Charles Grigonis, Jr. 'rl y `�� Town Hall, 53095 Main Road Serge Doyen, Jr. T P.O. Box 1179 Joseph H. Sawicki Southold, New York 11971 James Dinizio, Jr. BOARD OF APPEALS Fax (516) 765-1823 Telephone (516) 765-1809 TOWN OF SOUTHOLD Telephone (516) 765-1800 /a 6-Pl LET— To ! PLANNING BOARD FROM: ZONING BOARD OF APPEALS DATE: AUGUST 1, 1990 RE: SAN SIMEON RETIREMENT COMMUNITY — Appl. No. 3965 Property #1000-045-02-10.03 The above captioned Appeal was filed with this department on July 30, 1990 requesting a reversal of the building inspector'; decision on denying a permit to develop the property. Please provide this Board with any recommendations or comments concerning this particular file so that we may proceed with scheduling a hearing for this application. Thank you for your cooperation. ZBA/df - * n ALIG - 1 1990 d 1 c��FFQIF���G SypFiu' HARVEY A. ARNOFF SCOTT L. HARRIS Town Attorney = z Supervisor v MATTHEW G. KIERNAN Town Hall, 53095 Main Road Assistant Town Attorney „j y. �� P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1800 OFFICE OF THE TOWN ATTORNEY TOWN OF SOUTHOLD July 26, 1990 William Price Front Street Greenport, NY 11944 Re: San Simeon Application Dear Mr. Price: I have been advised by the Planning Board that they would welcome either your appearance or the appearance of Mr. McLaughlin at their regularly scheduled meeting on August 13, 1990, to discuss the present problems with the San Simeon application with a view towards avoiding litigation. If, on the other hand, it is your resolve to obtain some form of judicial relief ofcourse that is your right. However, it has always been my belief that a compromise sometimes avoids protracted and further unnecessary delays. Please let me have your thoughts on this and/or contact the Planning Board directly to schedule a meeting. Very truly yours, Harvey Arf' Town Atorney HAA:mIs / cc: Planning Board J xL 2 7 PLANNING BOARD MEMBERS ,� —Tc SCOTT L. HARRIS Bennett Orlowski, Jr., Chairman �t� a'- +� Supervisor George Ritchie Latham, Jr. Richard G. Ward 1 ' Town Hall, 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards PLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 July 2, 1990 J. Kevin McLaughlin 828 Front Street P.O.Box 803 Greenport, New York 11944 Re: Site Plan for San Simeon Retirement Community Greenport, N.Y. SCTM # 1000-45-2-10. 3 Dear Mr. McLaughlin: The Planning Board discussed your letter of June 21, 1990, in which you request endorsement of the condominium unit designation map for an expanded Section I. This map was submitted on February 20th, 1990 (and accompanied by Jay E. Helme' s letter dated February 16, 1990) . The Board has been unable to proceed with the endorsement of the condominium unit designation map because the design of the drainage system has not been revised in accordance with the recommendations of the Planning Board and the Town' s Engineering consultants. Please refer to A. Barton Cass' May 3rd letter to the Planning Board. Upon receipt of revised plans that meet with the Town' s requirement that all stormwater runoff generated by the new Section I be contained onsite, this Board will be able to move forward. V ry Truly Yours, /� J enne Orlowski, Jr.`z S a Chairman VS/vs Enc. cc: A. Barton Cass, Sidney B. bowne & Son Ray Jacobs, Highway Superintendent Harvey A. Arnoff, Town Attorney SIDNEY B. BOW L FOUNDER a191 k 19/k Sidney S.Bowne,P.E.,L5. �c (1923-1959) ••] May 3, 1990 PARTNERS Chester C.Kelsey.P.E.,L.S. Robe"A.Stanton,P.E. Robe"W.Bra.,LS. Zsbdisl A.Blackman,P.E.,L.S. � v Frank J.Anutemaw,P.E. Bennett Orlowski,Jr., Chairman Planning Board\-- Town of Southold ASSOCIATES 53095 Main Road - George A.Style.P.E. Sollthold New York 11971 Jerry D.Almont.P.E. , George L F19sn.Jr.,Ph.D.,P.E. Frank Capobianco.C.E. Paul F.Steven,.P.E. Re: ban Simeon Retirement Community Room,L.Cocchi,P.E. Section I (SBB No. 87606) SPECIAL CONSVLTANTS Dear Mr. Orlowski: Thomas R.Pynchon,L.S. Prof.H.F.Soehngen.P.E.,L.S. This is in reply to your letter of April 10, 1990 whereby you requested that we determine whether there is sufficient on-site capacity to handle the runoff from SENIOR STAFF Section I of the above referenced plan. Francs J.Lynch Philip Schlatzhauer Jutish It F.Steles" The drainage from this section is proposed to be discharged by a system of Wiliam T.Styne Richard B.Weber swales or channels and pipe into an existing pond area on the easterly side of .Ralph Anderson,L.S. Chapel Lane approximately 500 feet north of Route 25. One of the swales runs A.Barton Cass,P.E. Fredric C.Griffiths,Jr.,L.S. along the easterly side of Chapel Lane and appears to have been partially Andrlani Hanna,P.E. constructed on what seems to be the Chapel Lane Road right-of-way. The plan G0e99 U.Kelsey,P.E. Gane C.Kenny,P.E. shows the subject swale to be on the developer's property. This situation should Howard W.Miller,P.E. be corrected since the Town road cannot be used to drain private land. Richard P.Sluttish,P.E. The existing pond area has an existing outlet pipe under Chapel Lane which discharges water onto private property on the west side of the road. Since the property on the west side of the road is not controlled in any manner which we know of by the San Simeon developer, the outlet could become blocked at some time in the future. Therefore, the proposed drainage system should not be designed so as to depend on the outflow through the existing pipe under Chapel Lane. The developer should explore other means of providing a positive outlet for the detention pond since the soil conditions will not permit adequate percolation. Although we understand that the swales and channels will remain under private maintenance once constructed, we question whether the system is practical. i During winter snow and ice storms it would seem virtually impossible to keep 4 the swales clear of snow and ice. Plowing operations would almost certainly \ block the system. For this reason we believe that a conventional system should be considered. 45 Manor Road . Smithtown. New York 11787 . (516) 724.0611 235 East Jericho Turnpike . P.O.Sox 109 . Mineola. New York 11501 . (516) 746-2350 SIDNEY B. BOWNE & AN • Bennett Orlowski, Chairman Town of Southold Planning Board May 3, 1990 Page 2 If we may be of further assistance in this matter, please let us know. Very truly yours, A. Barton Cass ABC:clg Ray Jacobs, Supt. of Highways Ray Dean (SBB) J ATTORNEY AT LA VS 828 FRONT STREET,P.O. BOX 803 GREENPORT,NY 11944 (516)477.1016 June 21 , 1990 Southold Town Planning. Board Main Road Town Hall Southold, New York 11971 RE: SAN SIMEON RETIREMENT COMMUNITY 920 Chapel Lane Greenport, New York Tax Map 1000-45-2-10 . 3 Gentlemen: Please be advised that I represent San Simeon Properties Assoc- iates . On December. 15, 1989, my client filed its condominium unit designation map with your office. To date, the Southold Town Planning Board has taken no action to endorse this map. Without this endorsement, my client is unable to proceed with obtaining approval from the Attorney General. As a result, the failure of the Southold Town Planning Board to act is causing my client serious delays with accompanying financial losses. Please proceed to endorse the map in an expeditious manner, so as to avoid the necessity of further proceedings. jVeryl ou , r-- ' cL g nJKM/lmt cc: Southold Town Attorney 1 ' F@D SuE5J I GL6 S���OLK�O HARVEY A. ARNOFF OQ tk: G SCOTT L. HARRIS Town Attorney =;r. am Supervisor a r; rn MATTHEW G. KIERNANu' Town Hall, 53095 Main Road Assistant Town Attorney �O\ Q� P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1800 OFFICE OF THE TOWN ATTORNEY TOWN OF SOUTHOLD June 25, 1990 J. Kevin McLaughlin, Esq. 828 Front Street P.O. Box 803 Greenport, New York 11944 Re: San Simeon Retirement Community 920 Chapel Lane Greenport, New York Tax Map 1000-45-2-10.3 Dear M/ lin: I have a copy of your letter directed to the Southold Town Planning Board dated June 21, 1990. In response to same, please be advised that at a meeting at which I attended, Mr. Price attended, Mr. Orlowski attended, Mr. Kiernan attended, and others representing San Simeon, it was determined that the Board would be inclined to grant approval to Section 1 of San Simeon' s Retirement Community provided the drainage would be taken care of completely on site. It is my further understanding that there appears to be a discrepancy in the recollection of those attending in that Mr. Price' s recollection is that the drainage was as set forth above except for a "ten year storm" . It would appear that we could debate this forever. However, if you feel that another meeting is appropriate I would be please to attend, if not, I regret to inform you that the position of the Board is that all drainage must be taken care of on site prior to the endorsement of your client' s map. Very t�ru1 youafs, _ ,,11arvey A. A Town Attorney C HAA:cc cc: Planning Board of the Town of Southold oS�EfOL141 HARVEY A. ARNOFF SCOTT L. HARRIS Town Attorney Supervisor � z v rn MATTHEW G. KIERNAN y - Town Hall, 53095 Main Road Assistant Town Attorney 0,� ��� P.O. Box 1179 Q! Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1800 OFFICE OF THE TOWN ATTORNEY TOWN OF SOUTHOLD June 25, 1990 J. Kevin McLaughlin, Esq. 828 Front Street P.O. Box 803 Greenport, New York 11944 Re: San Simeon Retirement Community 920 Chapel Lane Greenport, New York Tax Map 1000-45-2-10.3 Dear M/ lin: I have a copy of your letter directed to the Southold Town Planning Board dated June 21, 1990. In response to same, please be advised that at a meeting at which I attended, Mr. Price attended, Mr. Orlowski attended, Mr. Kiernan attended, and others representing San Simeon, it was determined that the Board would be inclined to grant approval to Section 1 of San Simeon' s Retirement Community provided the drainage would be taken care of completely on site. It is my further understanding that there appears to be a discrepancy in the recollection of those attending in that Mr. Price' s recollection is that the drainage was as set forth above except for a "ten year storm" . It would appear that we could debate this forever. However, if you feel that another meeting is appropriate I would be please to attend, if not, I regret to inform you that the position of the Board is that all drainage must be taken care of on site prior to the endorsement of your client' s map. Very tr"yy�� arvey A. A Town Attorney ` HAA:cc � cc: Planning Board of the Town of Southold 0 • 1* 9 �S�FFOUfCOG HARVEY A. ARNOFF SCOTT L. HARRIS Town Attorney Supervisor o • z v rn MATTHEW G. KIERNAN y Town Hall, 53095 Main Road Assistant Town Attorney 0,� ��� P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1800 OFFICE OF THE TOWN ATTORNEY TOWN OF SOUTHOLD June 25, 1990 J. Kevin McLaughlin, Esq. 828 Front Street P.O. Box 803 Greenport, New York 11944 Re: San Simeon Retirement Community 920 Chapel Lane Greenport, New York Tax Map 1000-45-2-10. 3 Dear M McLaughlin: I have a copy of your letter directed to the Southold Town Planning Board dated June 21, 1990. In response to same, please be advised that at a meeting at which I attended, Mr. Price attended, Mr. Orlowski attended, Mr. Kiernan attended, and others representing San Simeon, it was determined that the Board would be inclined to grant approval to Section 1 of San Simeon's Retirement Community provided the drainage would be taken care of completely on site. It is my further understanding that there appears to be a discrepancy in the recollection of those attending in that Mr. Price' s recollection is that the drainage was as set forth above except for a "ten year storm" . It would appear that we could debate this forever. However, if you feel that another meeting is appropriate I would be please to attend, if not, I regret to inform you that the position of the Board is that all drainage must be taken care of on site prior to the endorsement of your client's map. Very tru. y yyxtfs, arvey A. A , Town Att rney HAA:cc 2 6 cc: Planning Board of the Town of Southold A✓T R E./!/Lo L�� V 5 828 FRONT STREET,P.0. BOX 803 GREENPORT,NY 11944 (516)4771016 June 21 , 1990 Southold Town Planning Board Main Road Town Hall Southold, New York 11971 RE: SAN SIMEON RETIREMENT COMMUNITY 920 Chapel Lane Greenport, New York Tax Map 1000-45-2-10 . 3 Gentlemen: Please be advised that I represent San Simeon Properties Assoc- iates . On December 15 , 1989, my client filed its condominium unit designation map with your office. To date, the Southold Town Planning Board has taken no action to endorse this map. Without this endorsement, my client is unable to proceed with obtaining approval from the Attorney General. As a result, the failure of the Southold Town Planning Board to act is causing my client serious delays with accompanying financial losses. Please proceed to endorse the map in an expeditious manner, so as to avoid the necessity of further proceedings. VeryrW,gn i JKM/lmt cc: Southold Town. Attorney F n SAN SJON FAOPERTIES AS00CfATES P6 P.O. Box 2 Greenport, New York 11944 June 12, 1990 Mr . A. Barton Cass y1\1 Q Sidney B. Bowne & Son 45 Manor Road Smithtown, NY 11787 RE: San Simeon Retirement Community Section I, Sidney B . Bowne Job No . 87606 Dear Nr . Cass : Thank you for your letter of June 4th and the additional references concerning our telephone discussions . I think we must really clarify the fact that I have never indicated to anyone that your discussions with me were interpreted by me as advising the town to proceed with the San Simeon plans as reviewed by your company. Your letter , in fact, does not advise the town one way or the other, as near as I can interpret it . In both your review of the information for the planning buard and the planning board ' s handling of our building permit application ( 12/4/89 ) , and the endorsement of our condominium unit designation map, everyone seems to have forgotten that we posses an approved site plan for 144 units, an administrative building, and an "Inn" . This site plan and proposed drainage system was approved in 1984, the first 8 units, the road, the detention pond, and sewer and water lines, were constructed in 1985 and 1986, based upon approved building permits and an approved site plan . The detention basin was constructed in its location and tied into a pre-existing pipe constructed prior to 1980 by the Town of Southold to provide drainage from the run off of Chapel Lane and the drive-in theater . The sizing of the detention pond and the initial swales for the project was approved by the Town of Southold in 1984 and subsequently, re-approved in the amendment of the site plan, which was approved in August of 1986 . None of these written approvals are conditioned upon further drainage review. The "Developer" has expended, following site plan approval by the Town of Southold, more than 3 . 5 million dollars in acquiring this property, in developing the approved drainage system, in building the initial roads, in bringing sewer and water to the site, in constructing 8 units, and in developing plans and programs for the remaining development of the balance of the residential units ( 136 ) , the "Inn", and the administrative building. SAN SIMEON PROPERTIES ASSOCIATES A. Barton Cass June 12, 1990 14 Page 2 To apply 1989 rules and regulations to a previously approved site plan in order for the developer to receive further building permits, is an unwarranted application of the 1989 standards . Whether or not the engineering company's recommendation is for the developer to develop an alternate plan may be correct from an engineering standpoint based on 1989 regulations, but does not answer the question as to whether the detention pond was properly sized to handle normal run-off with the excess flowing as it had for years, through the Town of Southold 's pipe under Chapel bane . With respect to the swale on the Easterly side of Chapel Lane, let it be stated that the developer has not constructed any swale on the Easterly side of Chapel Lane, except at the entrance . The swale which was constructed, was dug by the Town of Southold in the first quarter of 1990 and ties into a pre-existing outlet pipe constructed by the Town of Southold in the Northern section of the San Simeon property many years ago . Very truly yours, J y W Helme anaging Partner JEH/jah cc : Bennett Orlowski , Jr . J . Kevin McLaughlin bOWNE SIDNEY B. BOWN�E+; & SON FOUNDER IskelFic.E' Sidney B.Bowne,P.E.,L.S. (�� (1922-1959) r June 4, 1990 PARTNERS Chester C.Kelsey,P.E.,L.S. Robert A.Stanton,P.E. Robert W.Brown,L.S. Mr. Jay Helme 2abdiel A.Blackman,P.E.,L.S. �p Frank J.Antetomaso,P.E. 28 Pelham Street Newport, Rhode Island 02840 ASSOCIATES Re: San Simeon Retirement Community Section I George A.Style,P.E. Jerry D.Almunt,P.E. Sidney B. Bowne Job No. 87606 George!.Paw,Jr.,Ph.D.,P.E. Frank Capobianco,C.E. Paul F.Stevens,P.E. Dear Mr, Helme: Roger L.Cocchi,P.E. We are attaching a copy of our letter of May 3, 1990 to the Chairman of the SPECIAL CONSULTANTS Southold Town Planning Board on the above referenced project. Thomas R.Pynchon,L.S. Pre,.H.F.Soehngen,P.E.,L.S. As we discussed today over the telephone the main thrust of our letter was to advise the Town that the proposed drainage system should not be designed so as SENIOR STAFF to depend on the outflow through the existing pipe under Chapel Lane. We Francis J.Lynch Philip Schlotahausr further elaborated by stating "The developer should explore other means of Joseph F.Stegman providing a positive outlet for the detention pond since the soil conditions will William T.Styne Richard S.Weber not permit adequate percolation." This is to confirm that the above quote Ralph Anderson,L.B. certainly could not have been interpreted as advising the Town to proceed with A.Barton Cass,P.E. Fredric C.Griffiths,Jr.,L.S. the San Simeon plans as reviewed by this office. Andriani Harris,P.E. Gregg .Kelsey,P.E. Daneana C.Kenny,P.E. Per It remains our recommendation that the developproceed to conceive an Howard W.Miller.P.E. alternate plan for disposing of the runoff from Section I of the project. Richard P.Slutah,P.E. If there are any questions concerning this matter please give us a call. Very truiy yours, a Za Cady A. Barton Cass ABC:sjm Bennett Orlowski,Jr. Ray Jacobs - Supt. of Highways �+ -TI I, Ray Dean- SBB d09VIETEEw v w Uli IN - 7 1990 45 Manor Road • Smithtown, New York 11787 (516) 724.0611 235 East Jericho Turnpike a P.O. Box log a Mineola, New York 11501 • (516) 746-2350 PLANNING BOARD MEMBERS t�Yr SCOTT L. HARRIS Bennett Orlowski, Jr., Chairman �✓Q� ? ► �o� Supervisor George Ritchie Latham, Jr. 41 Richard G. Ward Town Hall, 53095 Main Roac Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards PLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 May 10, 1990 William H. Price, Jr. 826 Front Street, P.O. Box E Greenport, New York 11944 Re: Drainage Review of San Simeon Site Plan SCTM # 1000-045-02-10.3 Dear Mr. Price, The Planning Board received a report on the drainage for Section I of San Simeon Retirement Community, a copy of which is enclosed. As per our agreement, please revise the drainage plans for Section I to address the problems noted in the report. After five copies of the revised plans are sent to this office, they will be sent to Sidney B. Bowne' s office for review. If there are any questions, please do not hesitate to contact this office. Very Truly Yours, - S Bennett Orlowski, Jr. Chairman Enc: VS/VS • • 0 B(01, W N, sic B. 0OWN - --� — FOUNDER Sidney 0.Bowne,P.E.,L.S. I 1 (1922-1959) May 3, 1990 PARTNERS Chester C.Kelsey,P.E.,L.S. - Robert A.Stanton,P.E. Robert W.Brown,L.S. ,moi 2abdiel A.Blackman,P.E.,L.S. Frank J.Antetomaso,P.E. Bennett Orlowski,Jr., Chairman Planning Board\ Town of Southold — ASSOCIATES 53095 Main Road - George A.Style,P.E. .._� ` Jerry 0.Almen1,P.E. Southold, New York 11971 George L.Fagan,Jr.,Ph.G.,P.E. Frank Capobianco,C.E. Paul F.Stevens,P.E. Re: :fan Simeon Retirement Community Roger L.Caechi,P.E. Section I (SBB No. 87606) SPECIAL CONSULTANTS Dear Mr. Orlowski: Thomas R.Pynchon,L.S. Prof.H.F.Soshngen.P.E.,L.S. This is in reply to your letter of April 10, 1990 whereby you requested that we determine whether there is sufficient on-site capacity to handle the runoff from SENIOR STAFF Section I of the above referenced plan. Francis J.Lynch Philip Schlot2hAu.r Joseph F.Stegman The drainage from this section is proposed to be discharged by a system of Richard BS ebs , swales or channels and pipe into an existing pond area on the easterly side of Ralph Anderson,L.S. Chapel Lane approximately 500 feet north of Route 25. One of the swales runs A.Barton Cass,P.E. Fredric C.Grlitiths,Jr.,L.S. along the easterly side of Chapel Lane and appears to have been partially Andriani Harris,P.E. constructed on what seems to be the Chapel Lane Road right-of-way. The plan Gregg G.Kelsey,P.E. Gane C.Kenny,P.E. shows the subject Swale to be on the developer's property. This situation should Howard W.Miller,P.E. be Corrected since the Town road cannot be used to drain private land. Richard P.Slutaah,P.E. The existing pond area has an existing outlet pipe under Chapel Lane which discharges water onto private property on the west side of the road. Since the property on the west side of the road is not controlled in any manner which we know oi'by the San Simeon developer, the outlet could become blocked at some time in the future. Therefore, the proposed drainage system should not be designed so as to depend on the outflow through the existing pipe under Chapel Lane. The developer should explore other means of providing a positive outlet for the detention pond since the soil conditions will not permit adequate percolation. Although we understand that the swales and channels will remain under private maintenance once constructed, we question whether the system is practical. During winter snow and ice storms it would seem virtually impossible to keep the swales clear of snow and ice. Plowing operations would almost certainly block the system. For this reason we believe that a conventional system should be considered. 45 Manor Road • Smithtown, New York 11787 a (516) 724.0611 235 East Jericho Turnpike a P.O.Box 109 • Mineola, New York 11501 a (516) 746-2350 SIDNEY B. BOWNE AIN � • Bennett Orlowski, Chairman Town of Southold Planning Board May 3, 1990 Page 2 If we may be of further assistance in this matter, please let us know. Very truly yours, nar A. Barton Cass ABC:cle, Ray Jacobs, Supt. of Highways Ray Dean (SBB) " • *SOWN E SIDNEY B. BOWNE FOUNDER Sidney B.Downs,P.E.,L.S. (1922-1959) V S May 3, 1990 PARTNERS - Chester C.Kelsey,P.E.,L.S. ' Robert A.Stanton,P.E. RobertW.Brown,L.S. ,? , Zabdiel A.Blackman,P.E.,L.S. .e 1 Frank J.Antetomaso,P.E. Bennett Orlowski, Jr., Chairman Planning Board\ ,r r, Town of Southold , ASSOCIATES 53095 Main Road a .- George A.Style,P.E. y; �-- Jerry D.Almont,P.E. Southold, New York 11971 Z-~- George L.Fagan,Jr.,Ph.D..P.E. Frank Capobianco.C.E. ` C Paul F.Stevens,P.E. Re: Jan Simeon Retirement Community Roper L.Cocchi,P.E. Section I (SBB No. 87606) SPECIAL CONSULTANTS Dear Mr. Orlowski: Thomas R.Pynchon,L.S. Prof.H.F.Soehn9en,P.E.,L.S. This is in reply to your letter of April 10, 1990 whereby you requested that we determine whether there is sufficient on-site capacity to handle the runoff from SENIOR STAFF Section I of the above referenced plan. Francis J.Lynch Philip Schlotzhauer Joseph F.Stepman The drainage from this section is proposed to be discharged by a system of William T.Styne Richard B.Weber swales or channels and pipe into an existing pond area on the easterly side of Ralph Anderson,L.S. Chapel Lane approximately 500 feet north of Route 25. One of the swales runs A.Barton Cass,P.E. Fredric C.Griffiths,Jr.,L.S. along the easterly side of Chapel Lane and appears to have been partially Andriani Harris,P.E. constructed on what seems to be the Chapel Lane Road right-of-way. The plan Grapy G.Kelsey,P.E. Dane C.Kenny,P.E. shows the subject Swale to be on the developer's property. This situation should Howard W Miller,P.E. be corrected since the Town road cannot be used to drain private land. Richard P.Slutzah,P.E. The existing pond area has an existing outlet pipe under Chapel Lane which discharges water onto private property on the west side of the road. Since the property on the west side of the road is not controlled in any manner which we know of by the San Simeon developer, the outlet could become blocked at some time in the future. Therefore, the proposed drainage system should not be designed so as to depend on the outflow through the existing pipe under Chapel Lane. The developer should explore other means of providing a positive outlet for the detention pond since the soil conditions will not permit adequate percolation. Although we understand that the swales and channels will remain under private maintenance once constructed, we question whether the system is practical. During winter snow and ice storms it would seem virtually impossible to keep the swales clear of snow and ice. Plowing operations would almost certainly block the system. For this reason we believe that a conventional system should be considered. 45 Manor Road a Smithtown, New York 11787 a (516) 724.0611 235 East Jericho Turnpike • P.O.Box 109 a Mineola, New York 11501 a (516) 746.2350 t SIDNEY B. BOWNE & SON Bennett Orlowski, Chairman Town of Southold Planning Board May 3, 1990 Page 2 If we may be of further assistance in this matter, please let us know. Very truly yours, �.Z cdc A. Barton Cass ABC:clg Ray Jacobs, Supt, of Highways Ray Dean(SBB) !Rj6F(CE` ATTORNEY AT LAW 828 FRONT STREET,P.O. BOX E GREENPORT,N.Y. 11944 Phone(516)477-1016 April 6, 1990 Southold Town Planning Board Southold Town Hall Main Road Southold, NY 11971 RE : CONDOMINIUM MAP SAN SIMEON VILLAGE SECTION ONE AT GREENPORT, TOWN OF SOUTHOLD, NEW YORK Gentlemen: Enclosed herewith please find five (5) prints of the above- referenced designation map dated April 3 , 1990 . Same has been forwarded to you for your endorsement. Thank you. Very truly yours, 0;�aw William H. Price, Jr. WHP/lmt enclosure HAND DELIVER AP - 9 1990 J Town Hall, 53095 Main Road SCOTT L. HARR. P.O. Box 1179 ,vim ,.i. C .� Supervisor Southold, New York JJ� '"• ,�.�� Fax (516) 765-182 11971 �p may; t Telephone (516) 765- PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 26, 1990 Donald A. Sio,ss, P.E. H2M Group 575 Broad Hollow Road Melville, New York 11747-5076 Re: Overall Drainage Plan San Simeon Site Plan SCTM # 1000-45-2-10. 3 Dear Mr. Sioss, on Friday afternoon, the 23rd of March, this office received the hand-delivered set of overall drainage plans for San Simeon Retirement Community. Your cover letter indicated that you felt that the San Simeon project was exempt from the requirement that all runoff be retained onsite. This project is not exempt from that requirement. The specific approvals that were given for Section 1 in 1986, did not include specific drainage details for the remainder of the site. Consequently, it is requested that you provide this office with information indicating that there will be sufficient capability onsite for handling all stormwater runoff. Upon receipt of this information, the entire package of plans and supporting documentation will be forwarded to the Town' s engineering consultant for review. If there are technical questions, please direct them to Valerie Scopaz,, Town Planner. Very Truly Yours, tG d`�Gn�.lw,�✓�✓S Bennett Orlowski, Jr. Chairman CC: William Price, Jr. I 5�-fgb� Town Hall, 53095 Main Road SCOTT L. HARRIS P.O. Box 1179 J�\$� Supervisor Southold, New York ® Fax (516) 765-1823 11971 � l � Telephone (516) 765-1800 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 10, 1990 Robert W. Brown A. Barton Cass 45 Manor Road Smithtown, New York 11787 Re: San Simeon Site Plan Greenport, New York SCTM # 1000-45-2-10.3 Dear Messeurs Brown and Cass, Enclosed please find the drainage plans and supporting documentation submitted by Donald A. Sioss of the 112M Group. The Board would like you to review the drainage plans which were sent to you on March 12, 1990 with the specific request that you make a determination as to whether those plans provide for sufficient onsite capacity to handle the drainage for the expanded version of Section I only, a copy of which is enclosed. The enclosed map was last amended on April 3, 1990, and was stamped by this office on April 9, 1990 . Also enclosed is a copy of Mr. Sioss' comments of March 23rd, in response to your request of March 14, 1990. If there are any problems or concerns, please do not hesitate to contact this office immediately. Very Truly Yours, Bennett Orlowski, Jr. Chairman cc: William H. Price, Jr. GROUP 0 ` • 0� • Bennet Orlowski , Jr. March 23 , 1990 Page Two stormwater down and assist in the detention time. The swales and channels will be maintained by on-site maintenance person- nel, since this is a condominium, much like they would maintain a catch basin and pipe installation. We noted that our design does allow for stormwater to dis- charge directly into Moore' s Drain, which is not in accordance with the current Southold Code Section 100-252, Paragraph H. However, our original design was completed in 1984 and was acceptable at that time. This Paragraph H was added to the code in July, 1989, after the original design and site plan had been approved (1986) . We trust that we have addressed all items in question. If you or year engineer require any additional information, please contact the undersigned. Very truly yours, HOLZMACHER, McLENDO & RELL, P.C. Donald A. Sioss, P.E. DAS/CAD/jlh Encs. cc: Jay E. Helme William Price, Esq. Ei iv ',S t. 'tri_ G(JU Holzmacher, McLendon and Murrell, P.C.• Holzmacher, McLendon and Murrell,Inc. • H2M Labs, Inc. Fngineers, Architects,Scientist.+. PLmners, Surveyors 575 Broad I10HO V Road. Mch ille, N.Y. 11747-5076 (516)756-8000• (201) 5.5-5-+00 FAX 516-69-i-i 122 HAND DELIVERED March 23 , 1990 Mr. Bennett Orlowski, Jr. , Chairman Town of Southold Planning Board P.O. Box 1179 Southold, NY 11971 ww RE: San Simeon Retirement Community Overall Drainage Plan SSPA 89-01 Dear Mr. Orlowski: In response to the letter from Sidney B. Bowne & Son to you regarding the above-referenced project, we are enclosing the following items: 1. Design calculations for the culverts and detention pond on the site; 2 . Typical sections of swales and channels; 3 . Parking lot and pavement sections 4. Test boring data. Drywells will not be installed to dispose of roof drainage. As one can readily see from the test boring data, the material on-site is not suitable for leaching. Several shallow test borings were completed in July, 1975 and most of the results show clay and silt to a depth of 8 feet. We recently com- pleted two additional deep borings which show clay to a depth of 60 feet. In inspecting the sewer and water installation for the now existing buildings, we confirmed that the material was unsuitable for drainage purposes. We therefore based our drainage plans on swales, channels and culverts as a means to transport a major portion of stormwater runoff to a new detention pond. We felt that this natural flow of water was more in keeping with the rural nature of the area than catch basins and pipe. Please note that swales and channels are in direct accordance with Paragraph D of the Southold Code, Section 100-252. That paragraph places high priority on the conservation of natural features, including natural drainage courses. Also, the absence of curbs makes it difficult to collect the stormwater in catch basins. The use of swales and small diameter culverts, tends to slow the'.., re.M rmvnrw¢rs.urac Iiicerheod.ti.Y.* Fairfield.V:I- _ FM?,FII6 mki1 B - IB- 2 (EL.32.31 GROUND SURFACE (EL. 38.6) GROUND SURFACE 2 S SR`.OJLOA ORGANIC 1 3 10 BRN.ORGANIC LOAM I I (OL) (II-65) o 17 9 10 BRN. I I 272 2 6 (Oz O�13 o S 51 6 BRN.SILTY SAND,TR.GRAVEL o 3 2 MULTI-COLORED SILTY o 3 54 (SM1l7 651 IBRAVELLY SAND WITH SILT 0 49 0 0 0 4 26 LAYERS 46 47 6 4 3 6 ISM) (6-65) ° ° ° 8 4 7 9 0 0 END OF BORING 8' END OF BORING 8' i ww u NO SB CLASSIFICATION U. NO SB I CLASSIFICATION l B-9 B -10 (EL.29.6) GROUND SURFACE lEL.20.8) GROUND SURFACE N.ORGANIC LOAM BRN.ORGANIC I 2 z OLl (11-651 • 1 z 7 (11-65) 0 1 1 $ S MULTI•COLOREDSILTYSAND 0 ° 7 IO BRN.SILTYSAND,TR.GRAVEL ° 4 S ISM) (7-65) o ° ° 14 (SMI (7-65) ° 2 9 I2 MULTI-COLORED SILTY CLAY 2946 S 12 20 (CU (9-651 sBRN,SANDY CLAY3 31 39 32 BRN.SILTY CLAY 3 (CL) 19 )4 41 (CLI (9-65) aN B S 0 B END OF BORING 8' END OF BORING 6' LL oj SBCLASSIFICATION 1W, INOI SB I CLASSIFICATION I B- 17 B- 18 (EL. 25.61 GROUND SURFACE (EL. 26.6) GROUND SURFACE 3 eeu nnrnur n�u 7 BRN. ORGANIC LOAM B-3 B-4 (EL. 50.811 GROUND SURFACE (EL. 34.31 GROUND SURFACE 1 3 I2 BRN. ANIC LOAM ORGAN L AM 1 4 9 toL) (11-65) I lOL) ll1-651 0 o I 17 p LT.BRN. GRAVELLY SAND ° 8 1 BAN. SIL LOAM ° ° Is (SW) (6-65) ° 34 OL) (II-65) ° 2 10 I 0 2 p ° RED -BAN.SAND 1 BAN.SILTY GRAVELLY SAND 5 12 7 (SW) (7-65) O 5 1 2 (SMI (6-65) ° ° ° 3 ° O 3 21 9 ° 3 37 ° 31 DK.BAN.GRAVELLY SAND 4 4 (COBBLE) 0 4 34 6 REO-BRN. SAND o 0 B 37 5 (SW) (6-65) o e 36 1 (SWI 17-651 ° 0 0 END OF BORING 8' END OF BORING 8' f- F- NO SB CLASSIFICATION NO SB CLASSIFICATION B -I B-12 (EL. 24.0) GROUND SURFACE (EL.30.0) GROUND SURFACE I 10 17 BAN.ORGANIC LOAM I 4ORGANIC L (11-65) o I 6 (OL) 11-6 I g 6 R - R V L o 9 7 BAN.SILTY SAND 31 B 11 12 (SMI (7-65) ° 2 25SILTY FI 29 2 1722 CRY. SM) (8-65) ° 5 33 41 BAN.SILTY CLAY 5 27 9 O o 3 O 9 (CU (9-651 3 7p1 BRN.SANO,TR.SILT ° I TR.GRAVEL o O 4 44 4 6 (SWI (7-65) B 9 7 B 0� O ° END OF BORING 8� END OF BORING 8' W W NO SB CLASSIFICATION a NO SB CLASSIFICATION r B -19 B- 20 ICIAOUND SURFACE (EL. 17.51 GROUND SURFACE B-5 - B -6 (EL. 32.61 GROUND SURFACE (EL. 27.5) GROUND SURFACE ORGANIC LOAM TWATER 1 2 RN.SAND LOAM l i l 1 I 1 (OL) (11-65) c 1'-0" 1 (OL) (11-65) 1 - 5 2 4 GRY.-BRN.SILTY SAND p 0 BRN.GRAVELLY SAND,TR.SILT 0 TR GRAVEL 10 15 (SWI (6-65) 0 12 q SM) 17-65) 0 0 2 17 BRN.SAND 0 2 15 9 RED-BRN.SILTY SAND 0 7 ($W) (7-65) O TR. GRAVEL o 5 13 0 p WATER 3 1G 12 (SM) 17-65) p 3 21 0 5,-G„ 3 6 9 7 BRN.SANDY CLAY,TR.GRAVEL 18 RN.GRAVELLYSAND,TR.SILT o 7 (CL) 19-651 q 3 (SW) (6-65) p' 4 0 BRN.SAND,TR.GRAVEL o O e 29 0 0 B 14 5 (SW) (7-65) o END OF BORING 8' END OF BORING 8� � F- W IllNO SB CLASSIFICATION LL O SB CLASSIFICATION U. B- 13 B- 14 (EL.29.5) GROUND SURFACE (EL.20.5) GROUND SURFACE B WORGANIC LOAM 1 2 4 N1 0 1 1 2 B OL) 11-65) o O 1 7 10 BRN.SILTY 3AN0 19 BRN.SILTY SAND o M 8-65) I SM) 7-65) II 11 7 2 12 6 2 1 47 5 4 58 BRN.SANDY CLAY 5 3 2 OR N.SANDY CLAY 3 31 7 (CL)(9-65) 7 0 (CL) (9-65) 4 7 4 4 8 7 g B 4 END OF BORING 8' END OF BORING 8' 1- F" w w wO SB CLASSIFICATION LL NO SB CLASSIFICATION U. 8 - 22 (EL. 23.31 GROUND SURFACE (EL. 25.01 GROUND SURFACE 1 4 - ,� .qAM 1 I 1 5 A 1(N 1111-AAA } *s' B-7 B -8 L. 21.8) GROUND SURFACE (EL.29.9) GROUND SURFACE AR 2 BRN.ORGANIC L18' 4 (OL) (11-651 I 1 2 5 OL) II-61 0 7 O BRN. SILTY S4 6 B N. L Y NISM) (7-6517 1092 9 2 40 77 7 MULTI-COLORED SILTY CLAY 3 p BRN. SANDY 3 l0 11 (CLI (9-65) x167 (CL) 19-612 29 4 4 911 12B 1 END OF BORING 8' END OF BORIN H w NO SB CLASSIFICATION LL INOI SB I CLASSIFICATION B -15 B -16 (IL. 15.1) GROUND SURFACE (EL. 21.4) GROUND SURFACE 141 BRN. RG NIC LOAM 1 6IOL1 11-65) 0i 7 BRN.ORGANIC LOAM 'B IL Y ND o 7 IOL) (11-65) SM 7-65) 92ULTI-COLORED SANDY SILT2 l ML) (10-65) 17 I6 GRY.CLAY,TR.ROOTS 3IB 21 (CLI 19-65) 0 3 3 1 GRY. SILTY FINE SAND ° 10 1 (SM) I8-65) 0 4 19 2 MULTICOLORED CLAYEY SAND ° p 4 12 2 0 6 2426 (SCI (9-65) o END OF BORING 8' END OF BORING S' O SB CLASSIFICATION LL NO SB CLASSIFICATION �- • 11'• '��'t-fir., .. .. Co po o Ucc . lU1 e ca — o m 2 w � M m N e A O V) N in P O 43 a 0 0 0 0 W c z U z O laL N = (0cr Q mO z o n K y e z ¢ N m Vf m O O c 'm aN U. J ,x o _ z W a' a v m �O o (b N 2 N M o N N _ N MI a 2 J w - n m 133zi w U 2 tai 0 O o a h u � uI 2 U C0 0 4 z m •i. O = p = J k Q O m — cr o p U 4 z W .-. m m O� - O b m w 10 m N Ji n m 1334 O J IL'! tl Q 1 ' Z ix m ¢ fD fA 0cc 4x z- m ~ u LL O V tl m d z W In V � m N m Q• fA 1334 w I z U �' w 0 ¢ o o, � a tl a ow :1 O In Y Fp qp _ � ti N d .i ' - z - a - vi ! z � Y 1-•• a m .. m O OJ N� H � i V lL J � O �— z .., m — O U tl 2 w n - s m h 'o n r� v N O v !A n >. a .n a 2 J w - n m 133.1 1 co �T W � 2 U � LL cr. O� JII1 J ^ uVr Q � f1 ep h z U N u w ' 2' tl LL i . a 0 d tl Q d a z aza O y 1 z �, uai y .. m co ¢ � mU p CK U tl m o . d z W r. n co w - ++ 40 1334 { W Z U O LL a m F R r z toU J Z V O N z = ¢ CF) p 41 i N �, -- m v� O .J = KJ LL Q m O m � U O J U O z W P — O N OI N /0 m 6 h O N_ p1 n M n N � O -� n m 1333 w - w z (io rr g N -40 p Z LL CCcr 1 z m 0 CO _ k- J Q O ¢ LL J ¢ Z m O U � O z W m m n — v — m N O p „ N M O N - N M P J - .+ m 1333 _...... .......................................:.•_ --_•----_---_ .......... a.. 77 McDONALD GEOSCMVCE Box 1000 • Southold.New York 11971 • (516)7653677 TEST HOLE DATA SHEET Name: H2m SSPA-8901 W63 5 Surveyor: Location: San Simeon Greenoort Tax Map Number: Project Description: Engineering Date: 12/8/89 Brown ana gr-iyis`1 1,rcrrn c1-iv ---------- 6' Brown san•iy c2w •ri`.ti Ip-'M; --------- 7.8' Water in gown sin-y clay wir. �g-inti �ravnl. ------ 10' Water in gown ctav 60' comments: Water encountered 7.Rr ) -low surface s` McDONALD GEOSCIENCE Box toxo • SoumNd.New York 11971 v (516)7659877 Y TEST HOLE DATA SHEET Name: FILM SSPA-8901 - gd Surveyor: Location: San Simeon Greenport Tax Map Number: Project Description: Engineering Date: 12/12/898 Grey loamy clay ------ 21 Grey clay ---------- 51 Brown ctav ---------- 18' Water in brown clav 50' Comments: Water encountered 18' below surface • JOS S5P � I 'Ime e H2M/HOLZMACHER;1GfcLEAN SHEET NC. I of 19 & MURRELL, P.C. CALCULATED BY C �D DATE 071-a2-a0 Consulting Engineers Environmental Scientists CHECKED BY DATE Planners SCALE I 1 C 0 . 55_ A = varies (OCfeS) hr �C�S ►. 33 s ,, P j'ni n, murn ? ?e 7- Ze- ' la � - 0. 0a4 ( ' ' P) 5 - \j 0, CUlvect fRS5U me d 1 NUmbef c.04 Z c ca 0.6 12" 3 6 02 0,9 1?° 4 0.� a" S o 02 06 j, o.o ► 0, I la 7 0.oa5 05 1a" 6 04 6.2-5 �? 1J 604 065 11 0.04 43 15" 1�2 0 033 416 15" 13 0.o2 Q.33 a1 0 /9 0. 011 0.3 1J" 15 0.011 Ij ooa 89 alp a a Ia' 19 0-0 ) 1. 6 1? A 0• ^4 0., JOB S S P H2M/HOLZMACHER,OLE&N SHEET NO. OF ry & MURRELL, P.C. (� ppTTz? pJ� Consulting Engineers CALCULATED By V Q}/ DATE O Environmental Scientists CHECKED BY DATE Planners SCALE CU WerT rl ssum[ u Number _ Slope. FIoi.J Cry C'(Y1P Si 2e. ( min I, ?I O.o a3 i 6 Ia" d4 ?5 0.009 I a° d1 O. oI 0.37 Ia" 30 0. 009 0. 4 I�' 31 c ol4 6. 9 I�" 3� b•o14 7. 0 :2 n "� 4. 1 I5 JOB Oil S.tACC4 H2M/HOLZMACHER,WEON SHEET NO. OF & MURRELL, P.C. Consulting Engineers CALCULATED By DATE Environmental Scientists CHECKED BY DATE Planners SCALE . __!_ ... Wzk�q.144+ A9 Z•!o2 So Z•A3 t"S,Y� 55',03 �2cco ( As 2,25 1.01- �ilibZl 13,E d3IL'1 s Z. ,1 l$, S x415 1224-0 Rka7��y� �cr.X�fi 43,x.03 :� _.. .. /�oaavrllL� .DP�W.SAGtf� '• _. _ / __ _.....—._ _ __ _ :...._..Cw.1�1.0 .to. /. .� _ _ _50 Z•Zy -- -.. Iq.3�$.Y _ __ .��. 3. 26.4 l'S . x.50-0 ._ !f•p�io.c'L - - _- NAL i HOLZMACHER. MCLENDON and MURRELL. P.C.a CONSULTING ENGINEERS, ENVIRONMENTAL SCIENTISTS and PLANNERS 125 BAYLIS ROAD,SUITE 140,MELVILLE,N.Y.11747 a 516752.0060 February 3, 1986 Mr. Mark McKee Donald A. Denis, A. I.A. , P.C. Aquebogue Square - Route 25 --- P.O. Box 565 Aquebogue, NY 11931 Re: San Simeon Retirement Community SPLC 83-01 Dear Mr. McKee: In accordance: with your request, we are pleased to provide the following information regarding the San Simeon Retirement --,Community site design. 1) Drainage Calculations - the drainage system for the site consists mainly of swales and open channels, which serve to col- lect stormwater runoff and transport it to a central location for storage and disposal. Due to the topography of the area, the -"- . site is broken up into two low points to which the stormwater is r_ -- .ultimately directed, one in the southwest corner of the site and one in the southeast corner of the site. Calculations were made to determine the amount of runoff which would be generated in each :;.s....._ ."..: area from roof, pavement and landscaped areas, and the swales and channels were sized accordingly. From the calculations, it was --- ; determined that approximately 44 cubic feet per second would be e; r 'E. generated on the west side of the site and approximately 37 feet per second would be generated on the east side. These calculations N- "" are based on the rainfall from a storm of such magnitude that it occurs only once every ten years. It should also be noted that the runoff calculations were based on the full extent of development, even though the site was planned to be developed in stages. Since the impervious nature of the soils on the site pre- -: vented direct on-site recharge, the remaining alternative was to store the runoff on-site until the excess runoff could' dissipate through the natural drainage channels that surround the site. � ' —•; Such a system requires the use of a detention pond, as was in- stalled in the southwest corner of the site to drain the newly developed area. in this case, the pond was designed such that it — is capable of storing the runoff entering the area at a rate of 44 cubic feet per second (based on full development) . Should the M✓rJ4 Ne+ York.ia• , .j.. New eon•Pne.?ead Nb York Mr. Mark McKee Page Two Donald A. Denis, A. I.A. , P.C. Aquebogue, NY 11931 February 3, 1986 rainfall be excessive, the system would simultaneously release runoff through an existing pipe under Chapel Lane. The rate at which the excess runoff is released through the existing pipe cannot exceed the rate at which the pipe previously flowed, thereby preventing the natural drainage areas surrounding the site from being overloaded. A similar system will be designed for the east side of the site as development requires. 2) Sewage Pumping Station and Back-up System - the sewage pump station for the complex consists of a duplex submersible pumping system designed to handle an average daily flow of 33, 500 gallons per day. Each pump is capable of pumping a flow of 100 gallons per minutes with the other pump as a back-up. In addition to an on-line back-up pump, the pump station has an emergency generator which will automatically be energized if the LILCO electrical service is interrupted. The pump station is also equipped with an alarm system that will signal a high water level in the wet well. The sewage force main discharges to the Incorporated Village of Greenport collection system. The sewage receives secondary treatment at the Village' s sewage treatment plant prior to being discharged into the Long Island Sound. We trust that the information supplied above is sufficient for your needs. However, if you require any further information or have any questions, please feel free to contact our office. Very truly yours, HOLZMACHER, McLENDON & MURRELL, P.C. Kevin P. Walsh KPW/bh cc: Reverend Gary Ettlemyer MOLZMACNER, McLENDON and MURRELL,P.O.•CONSULTING ENGINEERS,ENVIRONMENTAL SCIENTISTS and PLANNERS 125 BAYLIS ROAD,SUITE 110,MELVILLE,N.Y.11747•516-752.9080 .May 2 , 1986 Mr. Mark McKee Donald A. Denis, A.I.A. , P.C. P.O. Box 565 Aquebogue, NY 11931 Re: San Simeon Retirement Community SPLC 83-01 Dear Mr. McKee: In accordance with your request, the following is a sum- mation of the drainage calculations and design criteria for the -----, San Simeon Retirement Community. I The basis of the drainage design for the site is the — - rational formula: Q CIA Where "C" corresponds to a runoff coefficient which reflects the F _ imperviousness of a particular surface ( i .e . , 908 for pavement , 408 for grass, etc . ) ; "I" corresponds to the rainfall intensity ' - -- � (in inches per hour) at a given point during the design storm; and "A" represents the total area in question in acres. The re- sultant "Q" value is the flow of stormwater runoff (in cubic feet — per second) for which the facilities are designed. The design of the San Simeon system began with the grading of the site. From the proposed grading, roadway and building layout for the development, areas were identified which, by vir- tue of their lower elevations, would serve as natural stormwater --. - � collection areas. A network of "swales" , or small channels (type "C" on the plan) were laid out to collect the water from between - buildings , from natural low areas, etc. These swales were con- ---- nected to larger channels along the perimeter of the site ( type "A" on the plan) , which would serve to collect the water from the r swales and transport it to the detention pond. Also connected to the perimeter channels were intermediate channels along the road- F side (type "B" on the plans) which serve to collect the direct r - � runoff from the roads, as well as adjacent areas. M11b11•.N•w Tp •FOMIn 18" NM Ydp."1161Mad.NM Yd\ 1--1 1 Mr. Mark McKee Page Two Donald A. Denis, A. I.A. , P.C. May 2 , 1986 The flow contributing to the drainage facilities was calcu- lated by the rational formula using the following parameters: C - based on the nature of the proposed construc- tion, types of materials and topography, runoff coefficients of 908 were assigned to roof and paved areas, 408 to turf areas, and 708 to walk- ways. I - Based on rainfall data for the east end of Long Island, a rainfall intensity curve ranging from a maximum value of 7.50 inches per hour for a 5 minute time of concentration , to a value of 2 . 10 inches per hour for a 60 minute time of concentration was utilized. The time of concen- tration used for the design was 10 minutes (a standard value for the nature of this system) , resulting in a value of 5.80 inches per hour . A - Approximately forty-five sub-areas were identi- fied which contribute to the flow in the channels , each of which was broken down into pavement, roof, walkway and turf areas with the appropriate runoff coefficient, and assigned to the appropriate channel section. The design of the channels was accomplished by examining the contributing drainage areas and identifying the maximum flows that could be expected for that type of channel . For ease of design, maintenance and construction , a trapezoidal channel section was used, having a 4 '-0" bottom width and 2:1 side slopes. The required design depth of the channel section was determined from Federal Highway Administration (FHWA) charts based on the flow and the slope of the channel , and 1 '-0" of freeboard was added to arrive at the total depth. Specifically, the depth of the channels were calculated as follows: Type A - Max. Flow - 30 CFS (from rational formula) Slope = .005 ft/ft Manning 's "n" = .03 (characteristic of channel lining material ) Depth = 1.5 ' based on FHWA charts + 1' free- board = 2.5 ' .ti Mr. Mark McKee Page Three Donald A. Denis , A. I. A. , P.C. May 2 , 1986 Type B - Max. Flow - 5 CFS Slope = .002 f t/ft Manning 's "n" _ .03 Depth = . 7' based on FHWA charts + 1' free- board = 1.7 ' While a typical section was provided on the plan for Type C, the function of this channel type will, in reality, be performed by the natural depressions and channels that are created between the clusters of buildings as final grading is accomplished . As the individual flows created in these channels are negligible relative to the type A and B channels , the section is provided more as a guide than a configuration required to transport the flow. The cumulative effect of these flows in the type A and B channels is the basis for the design. In addition to the channels , a number of corrugated metal culverts were used to transport the channel flows under roadway intersections and walkways. The channel flows at the culvert locations were calculated as previously discussed, and culverts were sized for the required flows and given slope in accordance with capacity charts published in the Corrugated Steel Pipe Tech- nical Manual , as follows: Culvert No. Actual Flow Design (see plan) Design Flow Capacity Slope Size 1 .9 CFS 3 CFS 2.28 12"* 2 . 9 CFS 3 CFS 2. 29 12"* 3 26.9 CFS 30 CFS 1.59 24" (two pipes) * The excess capacity of these culverts is due to the fact that a 12" minimum pipe size was maintained. As noted in our previous letter , on-site recharge of the runoff was prohibited by the soil coditions, so the only alterna- tive was to make use of existing drainage facilities . A de- tention analysis was performed based on the 10-year design storm and a release rate determined by the capacity of an existing cul- vert under Chapel Lane. The result indicated that a 45 , 000 cubic foot detention pond would be sufficient to temporarily store the runoff from the entire developed site until such time as the existing drainage system could remove the runoff. - - .. r FI Mr. Mark McKee Page Four Donald A. Denis, A.I.A. , P.C. May 2 , 1986 The choice of a system of swales and channels rather than catch basins and piping was made in keeping with the rural nature of the site. In addition, no curbs were to be installed along the roadways, which would have made it difficult to collect the runoff in catch basins. Maintenance was also a consideration, in that a system of catch basins and piping would be more likely to clog with grass cuttings and branches in such a setting. We trust that the information provided in this report will be helpful, and we would be pleased to answer any questions you might have about its content. If you require any further infor- mation, please do not hesitate to contact our office. Very truly yours , HOLZMACHER, McLENDON 6 MURRELL, P.C. Kevin P. Walsh, P.E. KPW/bh cc: Reverend Gary Ettlemyer • 'SO BFi(E PPJ VS ATTORNEY AT LAW 828 FRONT STREET,P.O.BOX E GREENPORT, N.Y. 11944 Phone 1616)4773016 April 6 , 1990 Southold Town Planning Board Southold Town Hall Main Road Southold, NY 11971 RE: CONDOMINIUM MAP SAN SIMEON VILLAGE SECTION ONE AT GREENPORT, TOWN OF SOUTHOLD, NEW YORK Gentlemen: Enclosed herewith please find five (5) prints of the above- referenced designation map dated April 3 , 1990 . Same has been forwarded to you for your endorsement. Thank you. Very truly yours, ;0W William H. Price, Jr. WHP/lmt enclosure HAND DELIVER J ; ' � FF' , APR 2 1990 �� . d ATTORNEY AT LAW {p1! 828 FRONT STREET,P.O. BOX E TOWN ATTORNEY'S OFFICE GREENPORT,N.Y. 11944 TOWN OF SOUTHOLD Phone(516)477-1016 March 30 , 1990 Harvey A. Arnoff, Esq. Southold Town Attorney Southold Town Hall inain Road Southold, NY 11971 Re: San Simeon Development Dear Mr. Arnoff: Pursuant to our recent conversation concerning the drainage design for the subject development: Mr. clients, CZ , Inc. and San Simeon Properties Associates, hereby request a meeting with you, the Planning Board Chairman and any other representatives of the Planning Board to discuss and resolve the differences of opinion concerning the drainage design. We will have our project director and engineer attend the meeting. Thank you for your courtesy and cooperation in this meeting. Very truly ours, William H. Price, Jr. WHP/bl cc: Jay E. Helme Faxed & Mailed SCOTT L. HARRIS a.• 4., � �:,^ Town Hall, 53095 Main Road SUPERVISOR P.O. Box 1179 Southold, New York 11971 FAX (516)765 - 1823 � rh 1 .'•. TELEPHONE(516)765 - 1800 _ OFFICE OF THE SUPERVISOR TOWN OF SOUTHOLD FAX COVER SHEET TO: /�L17 Sosz )/2/l FROM: 2A2Y/V� �i¢i2C� DY'G/GF DATE: '26 Pages to follow: r Additional Comments: IF ALL PAGES ARE NOT RECEIVED, PLEASE CALL SOUTHOLD TOWN -HALL at (516) 765-1800 Lp�r^ 2 6 1990 ,. FOI,�C Town Hall, 53095 Main Road S-'; T SCOTT L. HARRIS P.O. Box 1179 �O „® Supervisor Southold, New York 9 a� Fax (516) 765-1823 11971 l Telephone (516) 765-1800 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 26, 1990 Donald A. Sioss, P.E. H2M Group 575 Broad Hollow Road Melville, New York 11747-5076 Re: Overall Drainage Plan San Simeon Site Plan SCTM # 1000-45-2-10.3 Dear Mr. Sioss, On Friday afternoon, the 23rd of March, this office received the hand-delivered set of overall drainage plans for San Simeon Retirement Community. Your cover letter indicated that you felt that the San Simeon project was exempt from the requirement that all runoff be retained onsite. This project is not exempt from that requirement. The specific approvals that were given for Section 1 in 1986, did not include specific drainage details for the remainder of the site. Consequently, it is requested that you provide this office with information indicating that there will be sufficient capability onsite for handling all stormwater runoff. Upon receipt of this information, the entire package of plans and supporting documentation will be forwarded to the Town' s engineering consultant for review. If there are technical questions, please direct them to Valerie Scopaz, Town Planner. Very Truly Yours, Bennett Orlowski, Jr. Chairman cc: William Price:, Jr. 3° Town Hall, 53095 Main Road K, ' ^ SCOTT L. HARRIS P.O. Box 1179 Supervisor Southold, New York �� n . �� Fax (516) 765-1823 21971 0� : i� Telephone (516) 765-18[ PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 23, 1990 William H. Price, Jr. 826 Front Street P.O.Box B Greenport; New York 11944 Re: Engineering Review San Simeon Site Plan SCTM # 1000-45-2-10. 3 Dear Mr. Price, This is to acknowledge receipt of a check in the amount of $1,250.00 to cover engineering review fees. Upon receipt of the drainage plans, this office will forward them to Sidney B. Bowne & Son for review. We will need three sets of the plans. Very Truly Yours, Bennett Orlowski, Jr. Chairman io ,��� ) - `ice'-47 �� 8Gc� 12-j GfoP Holzmacher,McLendon and Murrell,P.C.• Hoh inacher,McLendon and Murrell, Inc.• 112M labs,Inc. Engineers,Architects, Scientists, Planners, Surveyors 575 Broad Hollow Road, Melville, N.Y. 11747-5076 (516)756-5000 9 (201)575-5400 FAX: 516-694-4122 HAND DELIVERED March 23 , 1990 Mr. Bennett Orlowski, Jr. , Chairman Town of Southold Planning Board ', P.O. Box 1179 (q Southold, NY 11971 .�., . RE: San Simeon Retirement Community , Overall Drainage Plan SSPA 89-01 Dear Mr, Orlowski: In response to the letter from Sidney B. Bowne & Son to you regarding the above-referenced project, we are enclosing the following items: 1. Design calculations for the culverts and detention pond on the site; 2. Typical sections of swales and channels; 3 . Parking lot and pavement sections 4. Test boring data. Drywells will not be installed to dispose of roof drainage. As one can readily see from the test boring data, the material on-site is not suitable for leaching. Several shallow test borings were completed in July, 1975 and most of the results show clay and silt to a depth of 8 feet, We recently com- pleted two additional deep borings which show clay to a depth of 60 feet. In inspecting the sewer and water installation for the now existing buildings, we confirmed that the material was unsuitable for drainage purposes. We therefore based our drainage plans on swales, channels and culverts as a means to transport a major portion of stormwater runoff to a new, detention pond. We felt that this natural flow of water was more in keeping with the rural nature of the area than catch basins and pipe. Please note that swales and channels are in. direct accordance with Paragraph D of the Southold Code, Section 100-252. That paragraph places high priority on the conservation of natural features, including natural drainage courses. Also, the absence of curbs makes it difficult to collect the stormwater in catch basins. The use of swales and small diameter culverts, tends to slow the WWI AMS arlmisnric Melville,N.Y.9 Riverhead,N.Y.9 Fairfield,N.J. D04 5(nm GROUP � Qr � • Bennet Orlowski, Jr. March 23 , 1990 Page Two stormwater down and assist in the detention time. The swales and channels will. be maintained by on-site maintenance person- nel, since this, is a condominium, much like they would maintain a catch basin and pipe installation. We noted that our design does allow for stormwater to dis- charge directly into Moore' s Drain, which is not in accordance with the current Southold Code Section 100-252, Paragraph H. However, our original design was completed in 1984 and was acceptable at that time. This Paragraph H was added to the code in July, 1989, after the original design and site plan had been approved (1986) . We trust that we have addressed all items in question. If you or year engineer require any additional information, please contact the undersigned. Very truly yours, HOLZMA cLEND p �RELL, P.C. f Donald A. Sioss, P.E. DAS/CAD/jlh Encs. cc : Jay E. Helme William Price, Esq. at W. Ail MAR 2 3 �oS�Ef OlkCo�� Town Hall, 53095 Main Road N T SCOTT L. HARRIS P.O. Box 1179 .yO Supervisor Southold, New York Fax (516) 765-1823 11971 l 41 Telephone (516) 765-1800 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 23, 1990 William H. Price, Jr. 826 Front Street P.O.Box E Greenport, New York 11944 Re: Engineering Review San Simeon Site Plan SCTM # 1000-45-2-10. 3 Dear Mr. Price, This is to acknowledge receipt of a check in the amount of $1,250. 00 to cover engineering review fees. Upon receipt of the drainage plans, this office will forward them to Sidney B. Bowne & Son for review. We will need three sets of the plans. Very Truly Yours, Bennett Orlowski, Jr. �jl Chairman `ITiI" r MAR 2 3 1990 B - I - ..... . , B -2 r; EL.32.3) GROUND SURFACE EL. 38.6) GROUND SURFACE 1 2 ORN.ORGANIC LOAM I 3 JSA M 5 (OL1 (II-651 1 17 O (OL) oI17 910 BRN.SAND LOAM 1 27 206 (OL) (11-65) 2a � aS13 ° o S SI AVEL o3 MULTI-COLORED SILTY o 3 64 6AVELLY SAND WITH to SILT ° ° 490a26 LAYERS 647a3 (SM) (6-65) ° 8 4 7 9 ° ° END OF BORING 8� END OF BORING 8� E F ui LL NO SB CLASSIFICATION LL NO SB CLASSIFICATION B-9 B -10 (EL.29.6) GROUND SURFACE (EL.20.81 GROUND SURFACE B C LOAM 1 5"2 OL II-65) • 1 (11-65 I S S MULTICOLORED SILTY SAND ° ° BRN.SILTY SAND,TR. ,IRA 4 S (SM) (7-65) o ° 0 (SM) 17-65 2 9 12 MULTI-COLORED SILTY CLAY s 12 (CL) (9-651 S 3 31 BRN.SANDY C 9 BRN.SILTY CLAY (CL) (9-65 a a1 (CLI (9-65) 41 B s B END OF BORING 8� END OF BORING S' a O SB CLASSIFICATION NO SB CLASSIFICATION B- 17 B- I8 (EL. 25.6) GROUND SURFACE (EL. 26.6) GROUND SURFACE 1 1 15 '41 oou ^DrAMlr I MAU 11 17,<�jBRN. ORGANIC LOAM (EL. 30.8) GROUND SURFACE (EL. 34.3) GROUND SURFACE B N. N LO 137 BRN. AN C LOAM 1 I 12 lOL) (II-65) 0 0 1 I (OL) (11-65) JL 17 OAM 0 LT.BRN. GRAVELLY SAND 0 BOL)SILT (11-65) ° I6 (SWI (6-65) 0 2 10 1 0 2 1 RED -BRN.SAND BRN.SILTY GRAVELLY SAND s 12 7 (SW) (7-651 0 5 (SM) (6-65) ° ° ° 3 ° O 3 21 9 )J ° 4 31 4 DK.BRN.GRAVELLY SAND 4 O O 6 RED-BRN. SAND B 37 s (SW) l6 651 o B 38 1 (SW) (7-65) ° 0 0 END OF BORING 8� END OF 80RING 8' W W w NO SB CLASSIFICATION w NO SB CLASSIFICATION B -11 B-12 (EL. 24.0) GROUND SURFACE IEL.30.0) GROUND SURFACE 10 17 BRN.ORGANIC LOAM 1 4ORGANIC 1 L I - 1 B - 19 B R V L 0 9 7 BRN.SILTY SAND 0 0 2 31 B ° 12 (SM) (7-65) 2SILTYFINE SAND 29 I7 2 GRY(SMI 8-65) ° 3 3 41 BRN.SILTY CLAY s 27 9 O o o (CU (9-651 3 T 0 1 BRN.SAND,TR.SILT TR.GRAVEL o 0 4 1 4 B (SW) (7-65) B 7 B ° 0 END OF BORING 8' END OF BORING 8 W LL NO SB CLASSIFICATION LL 01 38 I CLASSIFICATION B -19 B- 20 Icl 1a Rt AROUND SURFACE (EL. 17.5) GROUND SURFACE B-5 - B -6 EEL. 32.61 GROUND SURFACE EEL. 27.5) GROUND SURFACE 2 RN.SAND LOAM 1 WATER S (OL) (11-651 I I I I 1 1 (OL) (11 65) p 1'-0" 2 GRY.-BRN.SILTY SAND O N.GRAVELLY SAND,TR.SILT o 4 TR GRAVEL 0 1015 (SW) (6-65) 0 12 4 SM) (7-65 0 0 2 17 7 BRN.SAND p 2 15 9 RED-BRN.SILTY SAND o (SW) 17-651 o TR. GRAVEL p 5 I3 p 0 WATER 5 Ig 12 (SM) (7-65) 0 S -6" 3 2I 6 p 9 7 BRN.SANDY CLAY,TR.GRAVEL Ig RN.GRAVELLYSAND,TR.SIL.T o 7 (CL) (9-65) 4 3 (SW) (6-65) p' q O BRN.SAND. TR.GRAVEL 0 B 29 0 o B w s (SWI (7-65) 0 END OF BORING 8' END OF BORING 8' w w u NO S8 CLASSIFICATION LL 0 SB CLASSIFICATION B- 13 B- 14 EEL.29.5) GROUND SURFACE EEL.20.5) GROUND SURFACE 1 2 '�dAFIIC LOAM 2 GANIC LOAM 1 4 ll — 1 1 G ) 11-65) 0 0 7 N.S I TY SAND 19 BRN.SILTY SAND p O 6- 5 1 SM) 7-65) 11 11 7 2 12 B 2 i 47 5 3 5 OR N.SANDY CLAY 5 3 B BRN.SANDY CLAY 1 (CL)(9-65) 7 (CL) (9-65) 4 7 4 4 8 g g 4 END OF BORING 11' END OF BORING B' W U. OSB CLASSIFICATION 0 SB CLASSIFICATION B B - 22 EEL. 23.3) GROUND SURFACE EEL. 25.0) GROUND SURFACE i 4 - ,,,, ,,, o. M 1 1 1 S s Ini 1 III-Aw.% , , , B-7 B -8 L. 21.8) GROUND SURFACE (EL.29.9) GROUND SURFACE 2 2 BRN.OJA I 4 (OL) (II-65) ' 1 S OL4 6 N o 7 7 (SM) (7-651 I6 0 (SMt0 9 29 40 7 ULTI-COLORED SILTY CLAY S p BRN.1011 (CL) (9-65) 617 (CL12 2 64 9II 12 8 1 END OF BORING 8 END OF F w LA HNOS8 CLASSIFICATION LL O S8 CLASSIFICATION B -15 B -16 (IL. 15.1) GROUND SURFACE (EL. 21.41 GROUND SURFACE 27RE i LAM 1 S q1-65) o ' 1 6 7 BRN.ORGANIC LOAM I q 7 9 (OL) (11-65) 67-6 } 13 9 MULTI-COLORED SANDY SILT 2 19 2 9 1010-65) 17 16 GRY.CLAY,TR.ROOTS 10 11 5 IB 1 (CL) (9-65) 3 IIo 3 INE SAND o3 1l0 1a-651 4 19 2 MULTI-COLOREDCLAYEY SAN4Iz 206 2 (SCI (9-65)ING 8� END OF BORING 8' O SB CLASSIFICATION Wt [NO SS CLASSIFICATION U.A 5� t mz )� 2 a U o v z W • n w - m b - - ^ tD w - n e 1334 w z Q v O i m 01) t > _ !D y O O � � or IL J m -- O t) m rl � r O Z W .o N Mf NIni Q y N J w a z m O 3 � � 5 ^ O a y ca u If) z U o K ti = o t+ t ? C J q ^ m U) m 2 2 J U. Q O eO eCU O V 0 Z W h n '0 N - N MI f �r -j - e . 133d r U. . a aa Om U. ' a v _j � U) j z z-1 c o ¢ C F• • • 0 vl 1 Z m z m y OC z U. m ~ U O U Ocm O z W �+M In < - y N O w 1331 f Z U n - 0 > F� m LLQ oy _j in O Q IX o 0 00 mi uIn z V u > a`. k O y z — �O so0 no y N O u N.. .4 vai . . m y IM 3 oa J'ng `^ � zV u a cc z ? rc Q m -• O u c� m r " o j z W h m n F a F N O a y �T W Z v g a ea > m a O 6 y00 uh z V f!f O > 10 LL zyO dl z U) m Q m O W n � m V 0 U O 2 W n A O n m m - m M O m N F O y co N M 1r O J n o 1334 W - W Z V O N CD �wOMD 2 U N c > , a 40 m co a m a 'o � � u o V, 0 m V O 2 W � O w - n m 1334 W Z U O LLQ J co cc ~ 40 > in Z C* V _ 4 Z m N Q ¢ m IL ~ O tai O � Z W w n m N M M 1334 .._...... ....................._,......_-._..-.:._-.^--•_.-__.__.._.._...._—._. >......�«......,..,,...,... McDONALD GEOSCLFJVCE Box 1900 • SouthoK Now vont 11971 • (Sts)7859677 . TEST HOLE DATA SHEET Name: H2m SSPA-8901 13 b�5 Surveyor: Location: San Simeon rreenaort Tax Map Number: Project Description: Engineering Date: 12/8/89 Brown ana qr=yish tirmin c1-iv ---------- g• Brawn sandy c2w vtt\T '4-'rn; --------- 7.8' Water in %`rown sag4y clay air.'+ 10-Im 'Irav^t -------- 70, Water in hrown clav 60• Comments: Water encountereA 7.q\ below surface s . • �• '�—.�..-nom—♦ r^�^��Hn.��—.— w1.+-1" MCDONAZD GEOSCMVCE Sox 1000• Souft".Newyork 11971 a (Sts)765.987 ti TEST HOLE DATA SHEET Name: Km SSPA-8901 ger Surveyor: Location: San Simeon Greenport Tax Map Number: Project Description: Engineering Date: 12/12/898 Grey loamy clay . -------- 2 Grey clay ---------- So Brown clay ---------- 18' Water in brown clay 50' Comments: Water encountered 18' below surface JOB S5 P I -� me .� H2M/HOLZMACHER, cLENW SHEETNO. OF & MURRELL, P.C. CALCULATED BY CRn DATE Consulting Engineers Environmental Scientists CHECKED BY DATE Planners SCALE V(Aue = C'I A = r(urf Roo + Roa o 0.9 (SSI°) dewo',K 0-1 (10 %) j = S. Sin/hf In -a:r_z Pr - Varies (`acres Q hr \ n l3/$ d = 1.33 I, Keep �,rilrilmum 1� �e SiZe- - IoZ E , i CUIVBCt [Assv me d Num of SF— 1 IcW ���. .. CMP SIzG (r*i n ►a� / o.C4 I•l la° C 3 a oz c.9 17° 4 5, 0 0;� 7 0 0 ► �, io Is' v� c•0�5 0.5 9 004 �D 004 I1 0.0 4 43 IS" 12 6 033 44 15° ►3 0.02 1x.35 �I /4 0.00 03 ►a" J5 0.0 4 13 18" 16 C.;;4 a. 6, 17 ooa 89 alh 18 0.;: 0.8 1a, 19 0.0 D 1. (0 A o. ^4A 0.-7 I NN.I®I a �uuD JO 55 90.' . �an S�nv^on H2M/HOLZMACHE , cLENW SHEET NO. of & MURRELL, P.C. (�t 7� Q Consulting Engineers CALCULATED BY CGADATE O-3 -2'^_90 Environmental $E:ientists CHECKED BY DATE Planners SCALE Number _std_ Flow CSS C' nP Size, MIA ljN 21 (>,0 IN, a?d v.olS 1.8 la" a3 .cc.> I6 la" d4 0.0 d5 0.009 0. 1 a" d 3-o25 0, 4 1a d J 1.0 t 0.37 Id" 30 0. 009 0. 4 I�' 31 o a 14 b. 9 la' 3� o oto TO '? It i " JOB �W S.HEAS (tiafi¢6Hf..lr^VwjjAj kfw H2M/HOLZMACHER ENE* SHEETNO. OF & MURRELL, C. Consulting Engineers CALCULATED SY DATE Environmental Scientists CHECKED BY DATE Planners SCALE i I ' _ ...7�+.1� Slw(EO�I. �f�CT?�e�.S�_tll►�GllLdl(Y. _ DL-tY,..lt'g1 ll*uuCGufi __. ._... ._..�,...-- _ ux&um f iAr- 2.t f :. 44.cK @ Tc. to,ikA = 5.S 1440 @ lotA..1 _.. W=Wqi 44� I�he.is cTC Fid G 4 bC, Pia x� SrozaGfi A•SZ.lo2 1-`.� 53Df�s 10,-x0 QE 50 2.43 l"S.t`� SS*„p3 tZcco FA-SS�3� / �5 Z,Z°i 11.01 Sv521 t32ac AS MI \ ss415 tZ2do _ _ ,lopfw.uL� flews. .•• _ i.7 ra. ._ CJI. 3. �.9' `,� .. .. i.�7�.D ._.. (�•O/IO.GZ _ _. __... amps.®a o.r am ' ► �►. 1-11►M 46 HOLZMACHER,McLENDON and MURRELL,P.C.-CONSULTING ENGINEERS.ENVIRONMENTAL SCIENTISTS and PLANNERS 125 BAYLIS ROAD,SUITE 140,MELVILLE, N.Y.11747- 516752.9060 February 3, 1986 �� [amu MAR 2 3 1990 Mr. Mark McKee Donald A. Denis, A. I.A. , P.C. a Aquebogue Square - Route 25 - P.O. Box 565 y' µ Aquebogue, NY 11931 Re: San Simeon Retirement Community SPLC 83-01 Dear Mr. McKee: In accordance with your request, we are pleased to provide the following information regarding the San Simeon Retirement Community site design. 1) Drainage Calculations - the drainage system for the site — consists mainly of swales and open channels, which serve to col- lect stormwater runoff and transport it to a central location for storage and disposal. Due to the topography of the area, the - - Visite is broken up into two low points to which the stormwater is _ .ultimately directed, one in the southwest corner of the site and !one in the southeast corner of the site. Calculations were made to determine the amount of runoff which would be generated in each ._. area from roof, pavement and landscaped areas, and the swales and channels were sized accordingly. From the calculations, it was : determined that approximately 44 cubic feet per second would be ____ generated on the west side of the site and approximately 37 feet ' ,g��� per second would be generated on the east side. These calculations b`'� are based on the rainfall from a storm of such magnitude that it occurs only once every ten years. It should also be noted that the runoff calculations were based on the full extent of development, even though the site was planned to be developed in stages. Since the impervious nature of the soils on the site pre- -: vented direct on-site recharge, the remaining alternative was to store the runoff on-site until the excess runoff could' dissipate through the natural. drainage channels that surround the site. — Such a system requires the use of a detention pond, as was in- stalled in the southwest corner of the site to drain the newly developed area. In this case, the pond was designed such that it - 1 is capable of storing the runoff entering the area at a rate of 44 cubic feet per second (based on full development) . Should the ua+as N.. ♦C•.- N..VW.- N...w. Mr. Mark McKee Page Two Donald A. Denis, A. I.A. , P.C. Aquebogue, NY 11931 February 3, 1986 rainfall be excessive, the system would simultaneously release runoff through an existing pipe under Chapel Lane. The rate at which the excess runoff is released through the existing pipe cannot exceed the rate at which the pipe previously flowed, thereby preventing the natural drainage areas surrounding the site from being overloaded. A similar system will be designed for the east side of the site as development requires. 2) Sewage Pumping Station and Back-up System - the sewage pump station for the complex consists of a duplex submersible pumping system designed to handle an average daily flow of 33, 500 gallons per day. Each pump is capable of pumping a flow of 100 gallons per minutes with the other pump as a back-up. In addition to an on-line back-up pump, the pump station has an emergency generator which will automatically be energized if the LILCO electrical service is interrupted. The pump station is also equipped with an alarm system that will signal a high water level in the wet well. The sewage force main discharges to the Incorporated Village of Greenport collection system. The sewage receives secondary treatment at the Village's sewage treatment plant prior to being discharged into the Long Island Sound. We trust that the information supplied above is sufficient for your needs. However, if you require any further information or have any questions, please feel free to contact our office. Very truly yours, HOLZMACHER, McLENDON 6 MURRELL, P.C. Kevin P. Walsh KPW/bh cc: Reverend Gary Ettlemyer 1HZi4 HOLZMACHER,MCLENDON and MURRELL,P.C.•CONSULTING ENGINEERS,ENVIRONMENTAL SCIENTISTS and PLANNERS 125 SAYLIS ROAD,SUITE 1401,MELVILLE,N.Y.11747.$16752.OW Mr. Mark McKee Donald A. Denis, A.I.A. , P.C. P.O. Box 565 Aquebogue, NY 11931 Re: San Simeon Retirement Community SPLC 83-01 Dear Mr. McKee: In accordance with your request, the following is a sum- mation of the drainage calculations and design criteria for the ----- San Simeon Retirement Community. The basis of the drainage design for the site is the — - ; rational formula: Q - CIA -- Where "C" corresponds to a runoff coefficient which reflects the limperviousness of a particular surface (i .e . , 901 for pavement , 1{ 401 for grass, etc. ) ; "i" corresponds to the rainfall intensity - --- (in inches per hour. ) at a given point during the design storm; and "A" represents the total area in question in acres. The re- sultant "Q" value is the flow of stormwater runoff (in cubic feet per second) for which the facilities are designed. The design of the San Simeon system began with the grading of the site. From the proposed grading, roadway and building layout for the development, areas were identified which, by vir- tue of their lower elevations, would serve as natural stormwater ---- � collection areas. A network of "swales" , or small channels (type "C" on the plan) were laid out to collect the water from between buildings , from natural low areas, etc. These swales were con- nected to larger channels along the perimeter of the site ( type "A" on the plan) , which would serve to collect the water from the swales and transport it to the detention pond. Also connected to the perimeter channels were intermediate channels along the road- side (type "B" on the plans) which serve to collect the direct TrsT-., runoff from the roads, as well as adjacent areas. MNon.,NO.Yon•sy.,y ,rpH" N•.Ya.•RlwM.G.Mew Yah UZIA Mr. Mark McKee Page Two Donald A. Denis, A.I.A. , P.C. May 2 , 1986 The flow contributing to the drainage facilities was calcu- lated by the rational formula using the following parameters: C - based on the nature of the proposed construc- tion, types of materials and topography, runoff coefficients of 909 were assigned to roof and paved areas, 40% to turf areas, and 708 to walk- ways. I - Based on rainfall data for the east end of Long Island, a rainfall intensity curve ranging from a maximum value of 7.50 inches per hour for a 5 minute time of concentration , to a value of 2 . 10 inches per hour for a 60 minute time of concentration was utilized. The time of concen- tration used for the design was 10 minutes (a standard value for the nature of this system) , resulting in a value of 5.80 inches per hour . A - Approximately forty-five sub-areas were identi- fied which contribute to the flow in the channels, each of which was broken down into pavement, roof, walkway and turf areas with the appropriate runoff coefficient, and assigned to the appropriate channel section. The design of the channels was accomplished by examining the contributing drainage areas and identifying the maximum flows that could be expected for that type of channel . For ease of design, maintenance and construction , a trapezoidal channel section was used, having a 4 '-0" bottom width and 2:1 side slopes. The required design depth of the channel section was determined from Federal Highway Administration (FHWA) charts based on the flow and the slope of the channel , and 1 '-0' of freeboard was added to arrive at the total depth. Specifically, the depth of the channels were calculated as follows: Type A - Max. Flow - 30 CFS (from rational formula) Slope - .005 ft/ft Manning 's "n' - .03 (characteristic of channel lining material) Depth - 1.5 ' based on FHWA charts + 1' free- board . 2.5 ' �t 1-12M Mr. Mark McKee Page Three Donald A. Denis, A. I.A. , P.C. May 2 , 1986 Type B - Max. Flow - 5 CFS Slope s .002 f t/ft Manning 's "n" - .03 Depth a . 7' based on FHWA charts + 1' free- board - 1.7 ' While a typical section was provided on the plan for Type C, the function of this channel type will, in reality, be performed by the natural depressions and channels that are created between the clusters of buildings as final grading is accomplished. As the individual flows created in these channels are negligible relative to the type A and B channels , the section is provided more as a guide than a configuration required to transport the flow. The cumulative effect of these flows in the type A and B channels is the basis for the design. In addition to the channels , a number of corrugated metal culverts were used to transport the channel flows under roadway intersections and walkways . The channel flows at the culvert locations were calculated as previously discussed, and culverts were sized for the required flows and given slope in accordance with capacity charts published in the Corrugated Steel Pipe Tech- nical Manual , as follows: Culvert No. Actual Flow Design (see plan) Design Flow Capacity Slope Size 1 .9 CFS 3 CFS 2.28 12"* 2 .9 CFS 3 CFS 2.28 12"* 3 26 .9 CFS "30 CFS 1.58 24" (two pipes) * The excess capacity of these culverts is due to the fact that a 12" minimum pipe size was maintained. As noted in our previous letter , on-site recharge of the runoff was prohibited by the soil coditions, so the only alterna- tive was to make use of existing drainage facilities . A de- tention analysis was performed based on the 10-year design storm and a release rate determined by the capacity of an existing cul- vert under Chapel Lane. The result indicated that a 45,000 cubic foot detention pond would be sufficient to temporarily store the runoff from the entire developed site until such time as the existing drainage system could remove the runoff. Mr. Mark McKee Page Four Donald A. Denis, A.I.A. , P.C. May 2 , 1986 The choice of a system of swales and channels rather than catch basins and piping was made in keeping with the rural nature of the site. In addition, no curbs were to be installed along the roadways, which would have made it difficult to collect the runoff in catch basins. Maintenance was also a consideration, in that a system of catch basins and piping would be more likely to clog with grass cuttings and branches in such a setting. We trust that: the information provided in this report will be helpful, and we would be pleased to answer any questions you might have about its content. If you require any further infor- mation, please do not hesitate to contact our office. Very truly yours, HOLZMACHER, McLENDON 5 MURRELL, P.C. Kevin P. Walsh, P.E. KPW/bh cc: Reverend Gary Ettlemyer E 2 219M PLPPi(aI° " SUBMISSION WITHOUT COVER LETTER SENDER: SUBJECT: Say�1 <> rp�p✓ll C �n2C�L � � 25�• oO 3�2Z� 90 SCTM#: peva- RFs z— �o3 COMMENTS: se NJ 1w ti �seo S Tu ", o _ . SUBMISSION WITHOUT COVER LETTER SENDER: �, �\ f ll 2 SUBJECT: C t e6r- � � �5�• O 0 3�zz� SCTM#: go COMMENTS: oo5�EE0(K�oG� Town Hall, 53095 Main Road . '�T' SCOTT L. HARRIS P.O. Box 1179 �y0`.� Supervisor Southold, New York Fax (516) 765-1823 11971 �Q1 Telephone (516) 765-1800 PLANNING BOARD OFFICE TOWN OF SOUTHOLD M March 15, 1990 William H. Price, Jr. 826 Front Street, P.O. Box E Greenport, New York 11944 Re: Drainage Review Estimate for San Simeon Site Plan #1000-45-2-10.3 Dear Mr. Price, Enclosed please find the following: 1. a copy of the _ estimated cost of reviewing the drainage and grading plans, and 2. a list of the information that will be needed by the Town' s Engineer in order to conduct this review. If your engineering consultants have any questions about the additional information that is being required, you might have them contact Robert W. Brown directly at 724-0611. Upon receipt of the engineering review fee and the additional information requested in the enclosed letter, the Planning Board will authorize its engineers to proceed with the review. . If any further technical questions or concerns arise, please do not hesitate to contact Valerie Scopaz of this .office. Very Truly Yours, Bennett Orlowski, Jr. Chairman Encl. M► s. BOWNE r t.. SIDNEY B. BOWNE & SOP_ ECYY,:ER S;dney B.Carnq P.E.,L.B. (1979-1999) PARTNERS Chasle,C.4.46y,P,F.,L.S. Aoban A.sunton,P.R. March 14 1990 Au9eM W.Brawn,L.A. Za6dtol A.819911uman,P.E.,L.B. Plink.L Antetsmaau,P.E. - Bennett Orlowski , Jr. , Chairman ABSOCIATea Town of Southold oaoras A•Style,P.E. Planning Board Jury 0.Almont,P.E. owes L.raw,Jr,.Ph,D.,P.E. P. 0. BOX 1179 Prank C9Poal9noo,C.E. Southold, N.Y. 11971 Paul P.8t.une.P.E. Aa9ar L.Ceeahl,P.E. Re: San Simeon Retirement Community SCTM No. 1000-45-2-10.3 SPECIAL CCN?VLTANTS S.B. File No. Unassigned Thamu R.Pynohon,L.S. Prof.M.P.Boennp,n,P.F.,L.s• Dear Mr. Orlowski : SENIOR STAFF It is estimated that the cost of reviewing the above-noted Francis J,Lynam application as per your letter of March 12, 1950 should not P1,111P sownihacer Joaeon F,3t9anin exceed $1,250,00. Wiliam T.Styna ,ilonera 9.W.ur No work in excess of that amount will be undertaken by- - 9a'P h Ana.raan,L.S. aSimon Case,0.F. this office un ieSS 30 authori.ed by the planning Board in F,adnoC.on„I,ha,Jr.,L.A. writing. Andrl.nl Harrle.P.E. are99 Q.6d17,P.E. , I Cars C.Knny,P.E. Please notify this office in writing if you wish us to na..,raW.Millar.P.E. undertake the review. Richard P.61ulLN,P.E. Additional information required from owner is indicated on attached sheet. Very truly yours, SIDNEY B. E & SONS CONSULT GINEER R03ERT W. BROWN, L.S. RW6: ls encl . 48 Manor noad . SITIitraown, Naw York 11787 a (518) 724-001 233 Cd3T,a lCho Twnp+ka . P.O.Sox iOP . MlneolA, Now York 11501 a (518) 748.2350 SIDNEY 3. ZC`v NS u S10 A � • March 14, 1990 Re: San Simeon Retirrnent Community - Plan .Review Information required for final review: 1 . Design data for drainage installatins including recharge basin. 2. Typical sections of swales and channels. 3. Typical driveway sections showing :wldths & pavement types and depths. 4. Test Boring data. 5. Are drywells being installed to dispose of roof drainage? 5. dill swale and chAnnels be faalntained when leaves, debris snow and ice block them? i. The So:thoid Coca Sectinn 100-252 paragraph H requires all stormrlater r;.^off generated on site will be retained on site in an .nviromrentally sccaptable manner. Part of the proposed drainage syst!m discharges directly in Moore's 'Drain. D/4 seer- �C ROWNE SIDNEY B. BOWNE & SON FOUNDER Sidney B.Sown,,P.E.,L.S. (1922-1959) PARTNERS Cheater C.Kelsey,P.E.,L.S. Ro bert A.Stanton,P.E. RobertW.Brown,L.S. March 14, 1990 2abdlel A.Blackman,P.E.,L.S. Frank J.Ant•tomaso,P.E. Bennett Orlowski , Jr. , Chairman ASSOCIATES Town of Southold George A.Style,P.E. Planning Board Jerry O.Almont,P.E. 9 George L.Fagan,Jr.,Ph.D.,P.E. P. 0. Box 1179 Frank Capobianco,C.E. Southold, N.Y. 11971 Paul F.Stevens,P.E. Roger L.Cocchi,P.E. Re: San Simeon Retirement Community SCTM No. 1000-45-2-10.3 SPECIAL CONSULTANTS S.B. File No. Unassigned Thomas R.Pynchon,L.S. Prof.H.F.So.hngen,P.E.,L.S. Dear Mr. Orlowski : SENIOR STAFF It is estimated that the cost of reviewing the above-noted Francis J.Lynch application as Philip Schlotzhauer p per your letter of March 12, 1990 should not Joseph F.Stegman exceed $1,250.00. William T.Stype Richard S.Weber No work in excess of that amount will be undertaken b ABlphaAnderso ,L.S. rtoncass, A. P. this office unless so authorized by the Planning Board in Fredric C.Griffiths,Jr.,L.S. writing. Andriani Harris,P.E. Gregg G.Kelsey,P.E. Dane C.Kenny,P.E. Please notify this office in writing if you wish us to Howard W.Miller,P.E. undertake the review. Richard P.Slutzah,P.E. Additional information required from owner is indicated on attached sheet. Very truly yours, SIDNEY B._,WXkE & SONS CONSULT GINEER W ROBERT W. BROWN, L.S. RWB:ls encl . I� 1 6 1990 45 Manor Road Smithtown, New York 11787 (516) 724-0611 235 East Jericho Turnpike • P.O.Box 109 • Mineola, New York 11501 • (516) 746-2350 SIDNEY B. BOWNE & SON • March 14, 1990 Re: San Simeon Retirement Community - Plan Review Information required for final review: 1 . Design data for drainage installatins including recharge basin. 2. Typical sections of swales and channels. 3. Typical driveway sections showing widths & pavement types and depths. 4. Test Boring data. 5. Are drywells being installed to dispose of roof drainage? 6. Will swale and channels be maintained when leaves, debris snow and ice block them? 7. The Southold Code Section 100-252 paragraph H requires all stormwater runoff generated on site will be retained on site in an environmentally acceptable manner. Part of the proposed drainage system discharges directly in Moore's Drain. D/4 .;, 16 10 o�S�EFOIk��G1 Town Hall, 53095 Main Road N rMM SCOTT L. HARRIS P.O. Box 1179 v.O ® Supervisor Southold, New York .�y Fax (516) 765-1823 11971 �r' A� Telephone (516) 7654800 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 12, 1990 Robert W. Brown Sidney B. Bowne & Son 45 Manor Road Smithtown, New York 11787 Dear Mr. Brown The Southold Town Planning Board hereby refers the following application to your office for review. Application Name: San Simeon Site Plan Tax Map No. : 1000-45-2-10.3 Bowne File No. : A-ssiGvdL fl Hamlet Location: _Greenport Type of Application: Sketch Subdivision Map (Dated / / 89) Preliminary Subdivision Map (Dated / / 89) Final Subdivision Map (Dated / / 89) Road Profiles (Dated / / 89) Grading and Drainage Plans (Dated / / 89) Other (Dated / / 89) Sketch Site Plan (Dated / / 89) Preliminary Site Plan (Dated / / 89) Grading and Drainage Plans (Dated to / — / 89) Other (Dated / / 89 ) Please develop an estimate of what it will cost to undertake the following review of the enclosed plan ( s) : , 1SPA//LW dt2LGot.,vai. /�-p L(��fi�ru dik.PL. /D�'id 411cL1AA.[� Rk- kt0a' 4A�4 is 'c . Enter the cost estimate on the enclosed reply sheet, then send its facsimile to this office as soon as possible. If the Planning Board wishes you to proceed with the review, it will send a facsimile of a purchase order authorizing the work to be done. The actual purchase order will be sent through the mail., If there area any questions, please contact Planning Staff. Very Truly Yours, Bennett Orlowski, Jr. Chairman cc: John Cushman, Accounting Department I March 12, 1990 Bennett Orlowski, Jr. , Chairman Southold Town Planning Board P.O.Box 1179 Southold, New York 11971 Re: SCTM No. S.B. File No. Dear Mr. Orlowski, Jr. , It is estimated that the cost of reviewing the above-noted application as per your letter of March 12, 1990 should not exceed $ _ No work in excess of that amount will be undertaken by this office unless so authorized by the Planning Board in writing. Please notify this office in writing if you wish us to undertake the review. Very Truly Yours, Robert W. Brown Southold Town Planning Board Facsimile Number: 765-1823 �® S�FfOt C.0 Town Hall, 53095 Main Road 'zT SCOTT L. HARRIS P.O. Box 1179 �✓ t "' Supervisor Southold, New York �� ya0� Fax (516) 765-1823 119711 L Telephone (516) 765-1800 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 1, 1990 Jay E. Helme Managing Partner San Simeon Properties Associates P. 0. Box Z Greenport, New York 11944 Re: Letter of February 16, 1990: Request for site plan approval of new Section I of San Simeon Village SCTM # 1000-045-2-10. 3 Dear Mr. Helme, The Planning Board has received and reviewed your letter requesting site plan approval of a new Section I for San Simeon Village. The Board finds that it is unable to proceed with this approval until the detailed information that was requested in its January 16, 1990 letter to William H. Price, Jr. is submitted. A highlighted copy of that letter is enclosed for your convenience. As noted in the letter, before we can proceed legally, we must receive grading and drainage plans for the entire site and we must conduct an environmental review of the entire site. Also needed is a letter from the Village of Greenport attesting to the validity of the sewer and water contract. Confirmation of water and sewer is necessary because the County Health Department' s approval must be obtained before the Planning Board can endorse final plans. If water and sewer cannot be obtained for the entire site at this time, the letter from the Greenport Water Company should • r * • state how many units will be covered by the contract. Furthermore, the Section boundaries should take into account the availability of water and sewer service because this Board will not be able to issue approval to a Section that will be only partially serviced. Grading and drainage plans have not been submitted for the project except that which was submitted and approved in 1986. The map submitted with your letter of February 14, 1990, incorporates the four buildings that constituted the previously approved Section I: from 1986. The 1986 approval made specific reference to supplemental maps from H2M that were dated March, May and September 1984. Those supplemental maps show the drainage and grading for four buildings (eight dwellings) only. The map that was submitted with the February 14, 1990 letter should be revised as follows: the map should be labeled Section II . Section I, which was approved in 1986, should not be included on this map. In the interest of expediting this project, the Board has decided to waive the application fee that is currently required under Article XXV of the Zoning Code. However, you will be asked to reimburse the Town for the cost of the engineering review. When the drainage and grading plans are submitted to this office, they will be forwarded to the Town' s engineering consultants for an estimate. You will be notified of the estimated cost of review prior to the actual review. Upon receipt of the money, the Board will authorize the engineering review. If revisions to the first set of plans are deemed necessary, the review of the revised plans will be processed similiarly. With regard to the environmental review, the Planning Board is bound by the New York State Environmental Quality Review Act. To date, only the original Section I was reviewed pursuant to the New York State law. See enclosed copy of the Negative Declaration and the Planning Board minutes of June 25, 1984. The Board also has received and reviewed a copy of your January 22, 1990 letter to Scott Harris, Supervisor. In response to that letter, the Board wishes to make clear that it has no objection to the condominium form of ownership that is being proposed. Further, this Board is aware that this project is not a subdivision. In addition, no statements have been made by this Board implying that it is against this project. And, finally, this Board has not rescinded its approval of the overall site plan. Upon receipt of the information highlighted in the January letter to William H. Price, Jr. , the Planning Board will proceed diligently with the environmental and drainage review. If there are other technical questions, please do not hesitate to contact this office. Very Truly Yours, �y Bennett Orlowski, Jr. Chairman VS:vs Enc: cc: Scott Louis Harris, Supervisor Victor Lessard, Principal Building Inspector rt Town Hall. 53095 Main Road w :.,��'y '• P.O. Box 1179 Southold. New York 11971 TELEPHONE (516)765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 16 , 1990 William H. Price, Jr. Aitorney' At Law 828 Front Street,, P.O. Box E Greenport, New York 11944 Re: San Simeon Develcpment N/E/corner State Route 25 and Chapel Lane, Greenport, New York SCTM # 1000-045-2-10. 3 Dear Mr. Price, The Planning Board has reviewed your letter of December 15, 1989 in which you request clarification of the procedure for obtaining site plan approval for the above-referenced project on a section by section basis. Upon review of the files, it appears that the Board granted overall site plan approval in 1976. At a later date, the applicant decided to proceed with the application on a section by section basis. Consequently, on February 17, 1984, the Planning Board approved a detailed site plan for Section I, only, of the project. A SEQRA review was conducted on this Section only, as well. All eight of the units in that section received Certificates of Occupancy in April of 1986. There have been no subsequent: section approvals requested or given since that time. An amended site plan survey for the entire project was approved in June of 1986 and endorsed on August of 1986 . The approval also referred to supplemental plans , which showed details for the Section 1 development. Neither the conceptual site plan that was approved in 1976 nor the amended site plan that was approved in 1986 show proposed drainage and grading. Also, the variances that were 0 • i granted in 1976 may not be valid due to the adoption of a new Zoning Code in :January of 1989. And, further, the overall environmental review of the remaining sections should be conducted for the project as a whole, not section by section. Accordingly, the recommended procedure would be to submit an overall drainage and grading plan, including road profiles, drainage calculations and test hole boring data for the entire site. These plans would be used for environmental review as well as engineering review. A letter from the Greenport Village Utility Company should also be submitted attesting to the validity of the water and sewer contracts. Each application should be complete for that section, in that the proposed drainage, grading, road profiles, elevation and floor plans shall be submitted for review. The Board will follow the procedure outlined in Article XXV of the current Zoning Code. Any section receiving approval under the current Article XXV will be valid for three years from the date of approval. The 1986 amended approval will remain valid for three years until May of 1991. At that time, the Board can consider an extension of its approval. However, be aware that the 1986 amendment does not address the County' s denial of proposed access to County Road 48. This omission will have to be addressed in future submissions pursuant to this letter. If there are any further questions or concerns, please do not hesitate to contact this office. Very Truly Yours, Bennett Orlowski, Jr. Chairman VS/vs cc: Matthew Kiernan, Assistant Town Attorney Victor Lessard, Principal Building Inspector An environr�ta C essment has been seitk .which indicated tliat natgnificant adverse effects to the environment were likely to occur should the project be implemented as planned. The Department of Environmental Conservation has no objection to our agency being lead agency for this action. It has an unlisted classification, and a Tidal Wetlands Permit may be necessary. They comment that the density should not exceed 1 unit per 10, 000 square feet. Because there has been no response in the alloted time from the Suffolk County Department of Health Services , it is assumed that there is no objection nor comments by that agency. The project will meet all the requirements of the Code of the Town of Southold Subdivision of Land Regulations. Further information can be obtained by contacting Diane M. Schultze,-. , Secretary, Southold Town Planning Board, Main Road, Southold, New York 11971 Vote of the Board: Ayes : Orlowski, Mullen, Latham, Ward On a motion made by Mr. Mullen, seconded by Mr. Latham the following action was taken: NEGATIVE DECLARATION Pursuant to Article 8 of the Environmental Conservation Law State Environmental Quality Review Act and 6NYCRR Part 617 , Section 617 . 10 and Chapter 44 of the Code of the Town of Southold, notice is hereby given that Southold Town Planning Board as lead agency for the action described below has determined that the project will not have a significant effect on the environment, DESCRIPTION OF ACTION The site plan of St Peter's Lutheran church Retirement Community, Section I for 2 four-unit blkildings. The project has been determined not to have a significant O==ect on the environment for the following reasons : ♦ J "_"", I pg. (8) 6/25/84 a An environmental assessment has been submitted which indicated that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. Because 'there has been no response from the Department of Environmental Conservation in the allotted time , it is assumed that there is no objection nor comments by that agency. Because there has been no response in the allottedtime li from the Department of Health Services , it is assumed that there is no objection nor comments by that agency. I� i ! The project will meet all the requirements of the Code of the Town of Southold Subdivision of Land Regulations . Further information can be obtained by contacting Diane M. Schultze Secretary, Southold Town Planning Board, Main Road, Southold, New xorx 11971 Vote of the Board: Ayes : Orlowski, Mullen, Latham , Ward i On a motion made by Mr. Latham, seconded by Mr. Ward it was RESOLVED that the Southold Town Planning Board declarethem selves lead agency with regard to the State Environmental Quality Review Act for the mino_r_s_uhdiv.isien_of_ John .- Simon located at Peoc_nic. An intial determination of non-significance has been made . Vote of the Board: Ayes : _.Orlowski, Mullen, Latham, Ward It was also noted thatthe right-of-way must be imporved for this manor subdivision. It was also noted that this received approval from the Town Board froireliefz from the two-acre zoning. Entenmann located at Laurel . The Planning Board reviewed this minor subdivision which is also before the Board of Appeals for an insufficient area variance for lot No. 1. . The Planning Board noted that around the area of Lot 1 there are many other small , narrow lots ; however, prior to making a formal recommendation to the Board of Appeals, they will make a PI:a1V�NI b�RD TOVEN O '-SO. LD $GFFq��. r Y Southold, N.Y. 11971 TELEPHONE JAMES WALL V, 765-1938 BENNETT ORLOWSKI,Jr. ,Chairman GEORGE RITCHIE LATHAM,Jr. { NEGATIVE DECLARATION " icliaY�u�n{aY�`' Pursuant to Article 8 of the Environmental Conservation Law State Environmental Quality Review Act and 6NYCRR Part 617 , Section 617 . 10 and Chapter 44 of the Code of the Town of Southold, notice is hereby given that Southold Town Planning Board as lead agency for the action described below has determined that the project will not have a significant effect on the environment. DESCRIPTION OF ACTION The sn37diwision-o£ site plan of St. Peter' s Lutheran Church Retirement: Community, Section I for 2 four-unit buildings . The project has been determined not to have a significant effect on the environment for the following reasons : An environmental assessment has been submitted which indicated that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. Because there has been no response from the Department of Environmental Conservation in the allotted time, it is assumed that there is no objection nor comments by that agency. Because there has been no response in the allottedtime from the Department of Health Services , it is assumed that there is no objection nor comments by that agency. The project will meet all the requirements of the Code of the Town of Southold Subdivision of Land Regulations. Further information can be obtained by contacting Diane M. Schultze Secretary, Southold Town Planning Board, Main Road, Southold, New sorx 11971 Pb vs SUBMISSION WITHOUT COVER LETTER SENDER: SUBJECT: SCTM#: COMMENTS: / 0 3 �9QYLLO•' /0 9 199 11f; Fr. Town Hall. 53095 Main Road w P.O. Box 1 179 , yzaz Southold. New York 11971 TELEPHONE (5 16) 7 65-19 38 PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 16 , 1990 William H. Price, Jr. Attorney At Law 828 Front Street, P.O. Box E Greenport, New York 11944 Re: San Simeon Development N/E/corner State Route 25 and Chapel Lane, Greenport, New York SCTM # 1000-045-2-10. 3 Dear Mr. Price, The Planning Board has reviewed your letter of December 15, 1989 in which you request clarification of the procedure for obtaining site plan approval for the above-referenced project on a section by section basis. Upon review of the files, it appears that the Board granted overall site plan approval in 1976. At a later date, the applicant decided to proceed with the application on a section by section basis. Consequently, on February 17, 1984, the Planning Board approved a detailed site plan for Section I, only, of the project. A SEQRA review was conducted on this Section only, as well. All eight of the units in that section received Certificates of Occupancy in April of 1986. There have been no subsequent section approvals requested or given since that time. An amended site plan survey for the entire project was approved in June of 1986 and endorsed on August of 1986. The approval also referred to supplemental plans, which showed details for the Section 1 development. Neither the conceptual site plan that was approved in 1976 nor the amended site plan that was approved in 1986 show proposed drainage and grading. Also, the variances that were granted in 1976 may not be valid due to the adoption of a new Zoning Code in January of 1989. And, further, the overall environmental review of the remaining sections should be conducted for the project as a whole, not section by section. Accordingly„ the recommended procedure would be to submit an overall drainage and grading plan, including road profiles, drainage calculations and test hole boring data for the entire site. These plans would be used for environmental review as well as engineering review. A letter from the Greenport Village Utility Company should also be submitted attesting to the validity of the water and sewer contracts. Each application should be complete for that section, in that the proposed drainage, grading, road profiles, elevation and floor plans shall be submitted for review. The Board will follow the procedure outlined in Article XXV of the current Zoning Code. Any section receiving approval under the current Article XXV will be valid for three years from the date of approval. The 1986 amended approval will remain valid for three years until May of 1991. At that time, the Board can consider an extension of its approval. However, be aware that the 1986 amendment does not address the County' s denial of proposed access to County Road 48. This omission will have to be addressed in future submissions pursuant to this letter. If there are: any further questions or concerns, please do not hesitate to contact this office. Very Truly Yours, Bennett Orlowski, Jr. �S Chairman V5/vs cc: Matthew Kiernan, Assistant Town Attorney Victor Lessard, Principal Building Inspector 40 S � ATTORNEY AT LAW 828 FRONT STREET,F.O.BOX E GREENPORT,N.Y. 11944N nFc 5W PHONE (616)477-10160 December 15 , 1989 Southold Town Planning Board Southold Town Hall Main Road Southold, New York 11971 Re: San Simeon Development Gentlemen: Please be advised that I am the attorney for San Simeon development. It has been brought to my attention that it will be necessary to obtain planning board endorsement on sections of the proposed development. It is financially impossible to develope the entire parcel without the use of sections. It is respectfully requested that you confirm with me , pursuant to my conversation with Ms. Scopaz , that the planning board will endorse maps of sections of the San Simeon development. No structure or other improvements shown on the approved site plan will be changed in any manner whatsoever. Thank you very much for your courtesy and cooperation in this matter. Very tru1 yo r , William H. Price, Jr. WHP/lmt ' Sugp�',cc SAN S10 PROPERTIES A0 COTES P.O. Box Z Greenport, New York 11944 February 16, 1990 Bennett Orlowski, Jr.. , Chairman Southold Town Planning Board Southold Town Hall Hain Road Southold, New York IL1971 Dear Hr. Orlowski: Enclosed please find three copies of the unit designation map for Section I of the San Simeon Property prepared by Young A Young February 5, 1990. We would request your review and endorsement of this map so that we may file it with our real estate offering to the Attorney General of the State of New York. This unit designation map has been taken from the approved site plan of August, 1986. If you have any questions, I can be reached at 749-3396 or (401) 849-9170. Very truly yours, aay . HelmEe inagng Partner cc: Scott Harris, Southold Town Supervisor Thomas Ford, Esq. �� FEB 20 199 } +6F)cC " s SAN STIfAEOIN PROPERTIES P*SO*CIATEPSbv/s P.O. Box z Greenport, New York 11944 (------ January 22, JAN 2;IM E (�p 1 _ q{� 4 E N �� TOWN O5061"'' 1'6 �..- � -roe^�v ori seu+�•c� Mr . Scott Harris 9 Supervisor L 1, FEB _ Southold Township Main Road Si7•i -"' Southold, NY 11971 RE: San Simeon Village Dear Scott : As Bill Price, our general counsel, has discussed with you, we are deeply disturbed over the alleged decision of the Southold Planning Committee, concerning our pending request for endorsement for a condominium unit designation map, showing sections for the sale of the San Simeon Retirement Community dwelling units . It was my understanding, and that of the Church and Limited Partners of San Simeon Properties Associates, that site plan approval, granted in 1986 for 144 dwelling units, roads, a pump house, an administrative/ recreational building, and an Inn, was not in any way affected by the form of home ownership selected by the Partnership. Condominium ownership does not constitute a subdivision . All of the individuals who purchase a condominium unit will share equally in a common ownership of the entire parcel, including any leases which are in effect . The Church has expended over $3, 500, 000 in this project to date, and San Simeon Properties Associates have expended or committed more than an additional $500, 000 to obtain Attorney General approval of an offering in the State of New York, Suffolk County and Village of Greenport approvals for the initial installation of sewer and water distribution systems from the present mains already constructed and tested, the refinement of architectural drawings to meet current market conditions and building codes of the Town of Southold, and in preparing for marketing of the units and payments to the Church . The need for this project is obvious to provide appropriate housing with support services to the growing population 55 years of age or older on Eastern Long Island and in Southold Township. The economic impact on Southold Township and the Village of Greenport, with the increase of tax rateables, construction employment and permanent operating employment over the next three to four years is extremely significant and befeficial to all parties concerned . SA•IMtON PROPERTIESASStUATES , I plan to call, as Managing Partner, a meeting of the entire Partnership, many of whom are prominent residents of Southold Township, for the latter part of February, 1990, to discuss the present status of the project and to recommend further actions, if necessary. In the interim, I respectfully request your looking into this matter and advising me in writing as to the position of the Township and Planning Committee, with respect to our pending request for the endorsement of a unit designation condominium map as required by the State of New York and Suffolk County for the sale of these units . Sincerely, For San Simeon Properties Associates, E. HelmeJay anaging Partner JEH/jah cc : Victor E. Catalano William H . Price, Jr . , Esq . Ira J . Adler, Esq. Edward Schwindt, Jr . , St . Peter ' s Church Thomas Ford, Esq. *LASER FICHE FORM • Planning Board Site Plans and Amended Site Plans SPRe Type: Approved Project Type: Site Plans_ Status: Final Approval SCTM # : 1000 - 45.-2-10.3 Proiect Name: San Simeon 1986 Address: NYS Rt. 25, C:hapel Lane and CR 27 in Greenport Hamlet: Greenport Applicant Name: St. Peter's Lutheran Church Owner Name: St. Peter's Lutheran Church Zone 1 : MI Approval Date: 6/9/86 OPTIONAL ADDITIONAL INFORMATION A date indicates that we have received the related Information End SP Date: 8/6/86 Zone 2: Zone 3: Location: SC Filing Date: Cand R's : Home Assoc: o R and M Agreement: a w c a°o ti In � o b SCAN Date: