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HomeMy WebLinkAbout3965 TOWN OF SOUTHOLD, NEW YORK APPEAL FROM. DECISION OF BUILDING INSPECTOR APPEAL NO. �`r DATE .............................. TO THE ZONING BOARD OF APPEALS, TOWN OF SOUTHOLD, N. Y. 1., (We) San Simeon of ............. M ain Road NameAppellant ... ....... ......................... Street and Number .............Greengort.............pali....................................... ...........NY............HEREBY APPEAL TO Municipality State THE ZONING BOARD OF APPEALS FROM THE DECISION OF THE BUILDING INSPECTOR ON APPLICATION FOR PERMIT NO. ............ ........................ DATED ..... ..3�i....1990.. WHEREBY THE BUILDING INSPECTOR DENIED TO San Simeon Retirement .. ...... Community . ... ....... ..... ................................. Name of A plicant for permit of c/o William )Pi. Price ,,,"Main, Road ,C�,)reenport Street and Number .......... ..........NY.................... ( ) PERMIT TO USE State State ( ) PERMIT FOR OCCUPANCY (X ) PERMITS TO CONSTRUCT 1. LOCATION OF THE PROPERTY .9 2 0„Chapel„Lane�. Gree ..................................... Street /Hamlet / Use District on Zoning Mop District 1000 Section 045131ock02 Lot010 0o0 Iv1op No .. .. .....................................Lot....................'Grrent Owner No. prior Owner 2. PROVISION (S) OF THE ZONING ORDINANCE APPEALED (Indicate the Article Section, Sub- section and Paragraph of the Zoning Ordinance by number. Do not quote the Ordinance.) Article XXV Section 100-250 3. TYPE OF APPEAL Appeal is made herewith for (please check appropriate box) ( ) A VARIANCE to the Zoning Ordinance or Zoning Mop ( ) A VARIANCE due to lack of access (State of New York Town Low Chap. 62 Cons. Laws Art. 16 Sec. 280A Subsection 3 ( }� APPEAL OF DECISION 4. PREVIOUS APPEAL A previous appeal btmsJ (has not) been made with respect to this decision of the Building Inspector or with respect to this property. Such appeal was ( ) request for a special permit ( ) request for a varionce andwas made in Appeal No. ........................ ...Dated .................................................................. .. REASON FOR APPEAL ( ) A Variance to Section 280A Subsection 3 ( ) A Variance to the Zoning Ordinance (X ) APPEAL OF DECISION is requested for the reason that the Building Department wrongfully and intentionally denied building permits to the undersigned, the contract vendee, for the San Simeon development property as noted above in the description of the petition even though there is a dulya P portion resolu- tion duly adopted by the Southold Town PlanningrBoardsape plan and site plan for the construction of. 144 dwelling units. approving the site Form ZB1 (Continue on other side) y yA�rr cvA Ji YMN11 "i:'l,YiiATUH Ira:''••V••��41.i.�u•i,:�i10i'u:ii[i{1.i�1 REASON FOR APPEAL Continued 1. STRICT APPLICATION OF THE ORDINANCE would produce practical difficulties or unneces- sary HARDSHIP because 2. The hardship created is UNIQUE and is not shared by all properties olil a in the immediate vicinity of this property and in this use district because 3. The Variance would observe the spirit of the Ordinance and WOULD NOT CHANGE THE CHARACTER OF THE DISTRICT because STATE OF NEW YORK ) j ss �,[• ., .. COUNTY OF SUFFOLK {�' snature Sworn to this .................... ......... day of. ..... Ij yl . . Notory Pui�lic MMMUKKUNCE r •: _�ATTORNEY AT LA 828 FRONT STREET,P. 1 BOX 803 � � n n GREENPORT,NY 1944 D (516)477-1016 3 Q 1990 I� i August 28, 1990 Southold Town Board of Appeals Southold Town Hall Main Road Southold, New York 11971 RE: SAN SIMEON PROPERTY ASSOCIATION Gentlemen: Please be advised that the appeal from the decision of the building inspector denying building permit application for the San Simeon project is hereby withdrawn. Very tr ]yWain J. M JKM/bl cc: Southold Town Attorney APPEALS BOARD MEMBERS SCOTT L. HARRIS 4F Supervisor Gerard P. Goehringer, Chairman ®� p Charles Grigonis, Jr. -. �,� � � Town Hall, 53095 Main Road Serge Doyen, Jr. 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 TO: PLANKING BOARD FROM: ZONING BOARD OF APPEAL 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 is for this application. Thank you for your cooperation. ZBA/df o��FFot��o� o Town Hall, 53095 Main Road `'O • O� P.O. Box 1179 Southold, New York 11971 JUDITH T.TERRY FAX(516)765-1823 TELEPHONE(516)765-1801 TOWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD July 30, 1990 To: Southold Town Zoning Board :of Appeals From: Judith T. Terry, Southold Town Clerk Transmitted herewith is Zoning Appeal No. 3965 of San Simeon Property Assoc. Also included is Notice of Disapproval dated January 30, 1990 to William Price,'a/c San Simeon Comm. ; copy of a letter from the Southold Town Planning Board to Donald Denis, AIA, dated June 11, 1986; ZBA questionaire; Notice to Adjacent Property Owners; and Short Environmental Assessment Form. • • wwo Judith T. Terry Southold Town Clerk FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL Date . . . �+?1 ? - . . . . . ., 194P. . To t ,\em ... . . . . . . . . . . . . . . . . . . . . . . . .► . . . . . . . . . . . PLEASE TAKE NOTICE that your application dated . . .. ` .c?:wti,., . ., 3 . , . . . . = .c lI 'V for permit to 0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . at Location of Property 9°w. . . . .Q �+t�, . . . . . . . . . House No. Street Hamlet County Tax Map No. 1000 Section . . . .O 74. . . . Block . . . .1. . . . . . . . Lot . ./. .Q. . . . . . . . Subdivision . . . . . . . . . . . . . . . . . Filed Map No. . . . . . . . . . . . . . . . Lot No. . . . . . . . . . . . . . . . . . is returned herewith and disapproved on the following grounds . ��� . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Building Inspector. RV 1/80 ` Jill •;{. 1 (' -� � -;. -',.7..:-�ti�• n� �tr FEi; re ry.v 'i'.' ,:;an•• �- ' TOWN : OF�y SOUTHOLD�- PROPERTY-' RECORD , � ' '� • • ��.. ., PROPERTY:•. RECORD v CARD Y DI1!VNER - STREETS , - I VILLAGE I DIST., COUNTY-TAX MAP.NO Vim X LAND' IMP' _ TOTAL DATE'. REMARKS: t f`b�f,lf 5 r 11 �. -DitJ�S7''- -a 1AA rj __ — YA. 9 Y. - �- - - �- -' .. `fit�F•..t... - �_ ., .. ., - .. ... _ . . - ._ .. i ,�^err r.r '� 4 •: Wt • , ' I $ =::,::• ■■q■�I■■NONE ■■■■■■■■■■®® MEN EMOOMMON ;. ;•. ■■I■I� IBIOIEI■Imom NNNEENNO OO■■■OE■■L!!1:t: ■■■ E�: O E■E■®EEO ■■■■■NEE ONESION MOM ■■■NOO MEEiiEO5 ■■■■O■E®® t:_, ■■■■O■■O■ - •.�,: ,;..�:'•..:x:+ NWEEMEM ONEEMONOMEN . ._. '';:,- :..:: . .. ; :,•_ -,, . - . .- `• O■■EEO■EE■i:i, mFoundation ■E■■®■®■■■®O MMMMEEMENNEN asement • . • ' • i Interior Fire Place L. Rooms I st Floor Porc Rooms 2nd Floor Porch .. 1 • - ® i •• • wills, t I FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE +� SOUTIiOLD,N.Y. NOTICE OF DISAPPROVAL Date . . . ., 1924). . To WM .. . . . . . . . . . . . . . . . . . . . . . PLEASE TAKE NOTICE that your application dated 4 ,. . ., .r , . ,3 • , • • • • •, 19 •q•v. • °`�'` for permit to 0.n Location of Property 9aoC ��ia, � . • . • . • • • • • • • " " • ' • • • . at NHouse o. . • • • . • . . . . . . . Street Hamlet County Tax Map No. 1000 Section . . . .Q 4 S• , , , . Block V . . . • . • . . . -.1. Lot . .L .Q. . . . . . . . Subdivision . . . . . . . . . . . . . . . . . Filed Map No. . . . . . . . . . . . . . . . Lot No. . . . . . . . . . . . . . . . . . is returned herewith and disapproved on the following grounds . -V- .r-1-. . . . . . . .•, . �'_. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L Bui� ding Inspector. RV 1/80 OAJD PNY .J Southold, N.Y. 11971 (516) 765-1938 P 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. the RESOLVED that the Southold Town Planning Board approve 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' Igg following su�plemental�lans : Surveys from H2M With the May, and September of 1984 . Tax Map No. 1000-45-2-10. 1. It as received wcertification the fromrecord Building proposal has 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 cc: Building Department By Diane M. Schultze, Secretary Pastor Ettlemeyer ,14=16.3(21871—Text 12 PROJECT I.D.NUMBER %. 617.21 'L SEQR Appendix C State Environmental Quality Review .SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I—PROJECT INFORMATION (To be completed by Applicant or Project sponsor) 1. APPLICANT/SPONSOR 2. PROJECT NAME SAN SIMEON PROPERTY ASSOCIATES 3. PROJECT LOCATION: Municipality Greenport County Suffolk 4. PRECISE LOCATION(Street address and road intersections,prominent landmarks,etc.,or provide'map) 920 Chapel Lane, Greenport, New York Tax Map. No. 1000-45-2-10 . 3 5. IS PROPOSED ACTION: IDNew ❑Expansion ❑Modification/alteration 6. DESCRIBE PROJECT BRIEFLY: 144 Unit retirement community with related facilities. 7. AMOUNT OF LAND AFFECTED: Initially 37. 7 acres Ultimately 3 7 . 7 acres 8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? 19yes ❑No If No,describe briefly 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? Residential ❑Industrial Commercial ❑Agriculture ❑Park/Forest/Open space ❑Other Describe: Mixed 10. DOES ACTION INVOLVE A PERMIT APPROVAL.,OR FUNDING,NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY(FEDERAL, STATE OR LOCAL)? ❑Yes ❑No If yes,list agency(s)and permitlapprovals 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? X1 Yes ❑No. If yes, list agency name and permitiapproval Valid site plan appoval from Southold Town Planning Board, building ' ermits and certificates of occupancy for 4 units from Southold Town 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? ❑Yes XDNo I CEqTIFY THAT TH RMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor Date:E` PROPERTY ASSOCIATES JUNE 18 , 1990 Signature* S If the action h; in the'Coastal Area, and you are a state agency, complete the Coastal assessment Form before proceeding with this assessment OVER 1 • . (Continued on reverse side) The N.Y.S. Environmental Quality Review Act requires submission of this form, and an environmental review will be made by this L)oard before any action is taken. SHORT ENVIRONMENTAL ASSESSMENT FORM INSTRUCTIONS: (a) In order to answer the questions n this short EAF it is assumed 'that the preparer will use currently availale information concerning the project and the likely impacts of the action. It is not expected that additional studies, research or other investigations will be undertaken. (b) If any question has been answered Yes the project may be sig- nificant and completed Environmental Assessment Form is necessary. (c) If all questions.,have been answered No it is likely that the project is not significant. (d) Environmental Assessment 1. Will project result in a large physical change to the project site or physically alter more than 10 acres of land? _Yes X NO 2. Will there be a major change to any unique or unusual land form on the site? _Yes X No 3. Will project alter or have a large effect on an existing body of water? _Yes X No 4. Will project have a potentially large- impact on groundwater quality? _Yes X No 5. Will project significantly effect drainage flow , on adjacent sites? _Yes X No 6. Will project affect any threatened or endangered Plant or animal species? _Yes X No 7. Will project result in a major adverse effect on air quality? _Yes X No 8. Will project have a major effect on visual char- acter of the community or scenic views or vistas known to be important to the community? Yes X No 9. Will project adversely impact any site or struct- ure of historic, pre-historic, or paleontological importance or any site designated as a critical environmental area by a local agency? Yes X No 10. Will project have a major effect on existing or future recreational opportunities? Yes X No 11. Will project result in major traffic problems or cause a major effect to existing transportation systems? _Yes •Z_No 12. Will project regularly cause objectionable odors, noise, glare, vibration, or electrical disturb- ance as a result of the project's operation? Yes _ _No 13. Will project have any impact on public health or safety? Yes X No 14. Will project affect the existing community by directly causing a growth in permanent popula- tion of more than 5 percent over a one-year Yes X No Period or have a major negativ effect on the character of the unity o n ighborhood? 15. Is there pub c on vers co ce;ning the project? __Yes X NO Preparer's Sign e: Representing; a 0 rO ert SSOClategate: i !7 ZBA V75 QUESTIONNAIRE TO 3E CO.MPLETLD •1ND SUMITTLD WITH YOUR APPLIC,ITIO2d FORT-IS 'PC) T11L•' WARD OF APPEALS Please complete, sign and return to the Office of the Board of Appeals with your completed application Forms. If "Yes" is answered to any questions below, please be sure to depict these areas on your survey (or certified sketch) , to scale, and submit other supporting documenta- tion. 1. Are there any proposals to change or alter land contours? Yes No 2.a)Are .there any areas which contain wetland grasses? (Attached is a list of the wetland grasses defined by Town Code , Ch. 97 for your reference. ) Yes N b)Are there any areas open to a waterway without bulkhead? Yes �10 3. Are there existing structures at, or•'below ground level, such as patios, foundations , etc? ,No 4. Are there any existing or proposed fences, concrete barriers , decks, etc? Yes oNo 5. If project is proposed for an accessory building or structure, is total height at more than 18 feet above average ground level? State total: L f t. Yes CNo 6. If project is proposed for principal building or structure, is total height at more than 35 feet above average ground level? State total:.' " " ft. Yes NO 7. Are there other premises under your ownership abutting this parcel? If yes, please submit copy of deed. Yes No 8. Are there any building permits pending on this parcel (or abutting land under your ownership, if any) ? Yes State Permit # and Nature: 9 . Do state whether or not applications are pending concerning these premises before any other department 4. or agency (State, Town, County, Village, etc. ) : • Planning Board Ye Town Board Yes to Town Trustees Yes County Health Department Yes Village of Greenport Yes N.Y.S.D.E.C. Yes Other Yes 10. Is premises pending a sale or conveyance? If yes, please submit copy of names or purchasers and conditions of sale. . (from contract) Yes No 11. Is new construction proposed in the area of contours at 5 feet or less as exists? Yes No 12. If new construction is proposed in an area within 75 feet of wetland grasses, or land area at an eleva- tion of five feet or less above mean sea level, have you made application to the Town Trustees for an inspection for possible waiver or permit under the requirements of Ch. 97 of the Town Code? Yes cwo:� 13. Please list present use or operations conducted upon the subject property at this time and proposed it Z S Please submit hotographs for h record. I certify tha th ove state► is are t e and are being submitted for , Please y he o d pp s in considering my application.. S , atu ( Authorized Agent) 1/8 C WETLANDS [Amended 8-26-76 by'L.L. No. 2-197G:3-2G- - 85 by L.L.No.G-19,451: A. TIDAL WETLANDS: (1) All lands genernliy covered or intermittently env- • ered with,or which border on,tidal waters,or lands lying beneath tidal waters, which at mean low tide are covered by tidal waters to a maximum depth of five (5) feet, including but not limited to barks, bogs, salt marsh, swamps. mcadowy, flats or other low lying lands subject to tidal action: (2) All banks, bogs, meadows, flats and tidal marsh • subject to such tides and upon which grows or may grow some or any of the following: salt hay, Uicic grass, saltworts, sea lavender, tall cordgrass, high bush, cattails. grounclsel. marshmallow and low march cordgrass;anti/or (3) All land immediately adjacent to a ticlal wetland as defined in Subsection A(2) and lying within seven- ty-five (75) feet landward of the most landward cdfie of such a ticlal wetland. B. FRESIIWATER WETLANDS: (1) "Freshwater wetlands" as defined in Article 2.1.Ti- tle 1, § 2-1-0107, Subdivisions 1(a) to 1(d) inclusive, of the Environmental Conservation Law of the State of New York;and (2) All land immediately adjacent to a"freshwater wet- land,"as defined in Subsection 13(1)anti lying with- in seventy-five(75) feet landward of the most land- ward edge of a"freshwater wetland," � ( 9705 2-r•r+s As 3 PLANNING BOARD MEMBERS : '� q� � � � � � TT L. HARRIS Bennett Orlowski, Jr., Chairman �`'�.` w� 1 Supervisor George Ritchie Latham, Jr. Richard G. Ward 1 To all, 53095 Main Road Mark S. McDonald D Rml .O. Box 1179 Kenneth L. Edwards PLANNING BOARD OFFICE �O `t "Id, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823.. MEMORANDUM TO: Gerard P. Goehringer, Chairman Zoning Board of Appeals FROM: Bennett Orlowski, Jr. , Chairman7 /V� i RE: San Simeon Retirement Community Chapel Lane, Greenport, N.Y. SCTM # 1000-045-02-10.3 DATE: August 7, 1990 Pursuant to your request of August 1st, please find attached a copy of all pertinent correspondence and supporting documentation from the site plan file for this project. The conceptual site plan approval for the entire project that was issued by this Board in 1976 remains 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 1 a u ' have no duplicates to share with you other than the latest submission to expand the existing Section I . PLANNING BOARD MEMBERS �3 ::�,s:, — SCOTT L. HARRIS Bennett Orlowski, Jr., Chaiiman Supervisor George Ritchie Latham, Jr. '.:'yn `'_ '�' f Richard G. Ward = i 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) . c. ; The Board has been unable to proceed with the endorsement of the condominium unit designation map because the design of i tthe drainage system has not been revised in accordance with the ,i. 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. Very Truly Yours, Qy enn eOrlowski, Jr.`/ Chairman VS/vs Enc. cc: A. Barton Cass, Sidney B. bowne & Son_ Ray Jacobs, Highway Superintendent Harvey A. Arnoff, Town Attorney SI NLY B. BOWNr�su — FOUNDER LL Sidney B.Bowne,P.E.,L.S. (1922-1959) PARTNERSMay 3, 1990 Chester C.Kelsey,P.E.,L.S. Robert A.Stanton,P.E. Robert W.Brown,L.S. Zabdiel A.Blackman,P.E..L.S. Frank J.Antatomaso,P.E. Bennett Orlowski,Jr., Chairman Planning Board\-- Town of Southold ASSOCIATES George A.Style,P.E. 53095 Main Road Jerry O.Almont,P.E. Southold,New York 11971 George L.Fagan.Jr..Ph.D.,P.E. Frank Catiobianco.C.E. Paul F.Stevens.P.E. Re: San Simeon Retirement Community Roger L Cocchi,P.E. Section I (SBB No. 87606) SPECIAL CONSULTANTS Dear Mr. Orlowski: Thomas R.Pynchon,L.S. Prof.H.F.Scohngen,P.E,L.S. This is in reply to your letter of April 10, 1990 whereby you requested that we SENIOR STAFF determine whether there is sufficient on-site capacity to handle the runoff from Francis J.Lynch Section I of the above referenced plan. Philip Schlatzhauer Joseph F.Stegman The drainage from this section is proposed to be discharged by a system of William T.Styno Richard B.Weber swales or channels and pipe into an existing pond area on the easterly side of Ralp h 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 Gregg U.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 sin.ce the soil conditions will not permit adequate percolation. 4 . 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 9 Smithtown, New York 11787 * (516) 724-0611 235 East Jericho TUrnpike 9 P.O.Box 109 & Mineola, New York 11501 . (516) 746-2350 S SIDUEY 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, A.Barton Cass ABC:clg . t. Ray Jacobs, Supt. of Highways Ray Dean (SBB) f HARVEY A. ARNOFF a` SCOTT L. HARRIS Town Attorney = �G Supervisor C t MATTHEW G. KTRNAN _ `�y „ Town Hall, 53095 Main Road Assistant Town Attorney �0 �® P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 OFFICE OF THE TOWN ATTORNEY Telephone (516) 765-1800 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 ryp[fs, arvey A. A Town Attorney ; HAA:cc S., cc: Planning Board of the Town of Southold 86 1 SAID SIMEON PROPERTIES ASSOCIATES P.O. Box Z Greenport, New York 11944 3 June 12, 1990 Mr . A. Barton Cass . Sidney B. Bowne & Son 45 Manor Road . .-. Smithtown, NY 11787 RE: San Simeon Retirement Community Section I . Sidney B. Bowne Job No . 87606 Dear N•r .. 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 board 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 'U nri" . 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. ;F. The detention basin was constructed in its -location and tied into a pre-existing pipe constructed prior to 1980 by 7, 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 ? residen-tial units ( 136 ) , the "Inn", and the administrative _= building . ;nx_ a t SAN SIMEON PROPERTIES ASSOCIATES A. Barton Cass June 12, 1990 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 Lane . i• 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, da y Helme naging Partner. JEH/jah cc : Bennett Orlowski, Jr . J . Kevin McLaughlin �env 0- 4.B^WNE v SIDNEY B. BOWNE & SON FOUNDER ; S�-ln� tu& Sidney B.Bowne,P.E.,L.S. DOCC''�[ (1922-1959) June 4, 1990 PARTNERS Chester C.Kelsey,P.E.,L.S. Robert A.Stanton,P.E. Robert W.Brown,L.S. Mr.Jay Helme ZabdielA.Blackman,P.E.,L.S.Frank J.Antetomaso,P.E. 28 Pelham Street Newport, Rhode Island 02840 ASSOCIATES George A.Style,P.E. Re: San Simeon Retirement Community Section I Jerry D.Almont,P.E. Sidney B. Bowne Job No. 87606 George L.Fagan,Jr.,Ph.D.,P.S. 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. Prof.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 Francis J.Lynch SENIOR STAFF to depend on the outflow through the existing pipe under Chapel Lane. We Philip Schlotzhauer 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 B.Weber not permit adequate percolation." This is to confirm that the above quote Ralph Anderson,L.S. certainly could not have been interpreted as advisingthe 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 G.Kelsey,P.E. Dane C.Kenny,P.E. It remains our recommendation that the developer proceed to conceive an Howard W.Miller,P.E. alternate plan for disposing of the runoff from Section I of the project. Richard P.Slutzah,P.E. If there are any questions concerning this matter please give us a call. Very truly yours, 19 zzt2�7_7 A. Barton Cass ABC:sjm Bennett Orlowski, Jr. Ray Jacobs - Supt. of Highways Ray Dean- SBB 'is 45 Manor Road Smithtown, New York 11787 (516) 724-0611 235 FaRt.lgrirhn TnrnnikP . P 0 Rnv 1M . MinPnln Naw Ynrk 11rni . /a, % ,.� '. ,:: (ems• < =� . PLANNING BOARD MEMBERS SCOTT L. HARRIS Bennett Orlowski, Jr., Chairman `'' t'' ��+ :.,. �O�- � 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 May 10, 1990 William H. Price, Jr. 826 Front Street, P.O. Box E t 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, vs Bennett Orlowski, Jr. Chairman Enc: VS/vs FOUNDER Sidney B.Bowne,P.E:,L.S. (1922-1959) May 3, 1990 PARTNERS Chester C.Kelsey,P.E.,L.S. R:bert A.Stanton,P.E. Robert W.Brown,L.S. ZabdielA.Blackman,P.E.,L.S. Frank J.Antatomaso,P.E. Bennett Orlowski,Jr., Chairman Planning Board\ Town of Southold ASSOCIATES 53095 Main Road ------ George A.Style,P.E. Jerry D.Almont,P.E. Southold, New York 11971 George L.Fagan,Jr..Ph.D..P.E. Frank Canobianco.C.E. Paul F.Stevens,P.E. Re: San Simeon Retirement Community Roger.L.Cocchi,P.E. Section I (SBB No. 87606) - SPECIAL CONSULTANTS 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 SENIOR STAFF determine whether there is sufficient on-site capacity to handle the runoff from Section I of the above referenced plan. Francis J.Lynch Philip Schlotzhauer Joseph F.Stegman 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 Gregg 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 - 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 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 r. Ray Jacobs, Supt. of Highways Ray Dean (SBB) Town Hall, 53095 Main Road SCOTT L. HARRIS P.O. Box 1179 >3 •Ti' ;,. �. :'' y is-s� %s Supervisor Southold, NewYork Fax (516) 765-1823 ' 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 H2M Group. The__Board would;.like.,,.you,,to ,review the,._drainage„ plans which were sent to you on March 12, 1990 with the.,..specifc . request that you_ make._ a..determination as ;to ig e her..t,those,..plans,,..provide for. sufficient onsite .ca acit .�. ... .,. ... ... _p y to handle the, drainage_ for Mthe� 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. ,n Town Hall. 53095 Main Road y• " '' + SCOTT L. HARRIS P.O. Box 1179 { ,•ii = '¢ �. Supervisor Southold, New York Fax (516) 765-1823 11971 Telephone (516) 765-1 F 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. GROUP sh flolzniacher, McLendon and Murrell,P.C.a Holzmacher,McLendon and Murrell, Inc. • H2M Labs,Inc. Gngineers. :%rchitects..Scientists. I'I;tnneis, Sun•eyors 575 Bro;td l follow Ro:tcl. Melville. N.Y. 11747-5076 (516) '56-8000• (201) 575-5400 FAX: i 16-694-4122 HAND DELIVERED March 23 , 1990 Mr. Bennett Orlowski, Jr. , Chairman Town of Southold Planning Board ' - P.O. Box 1179 l is Southold, NY 11971 RE: San Simeon Retirement Community Overall Drainage Plan *-- --==- SSPA 89-01 i- 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 .da:ta,,._the _material on-site, is . not suitable for` leaching. Several shallow test borings were completed in July; "1975dand 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�.v,sewer and water installation or the now existin buildin s:...,.._,.. Y g.., g ,.,.we confirmed n,that ;tithe material" was unsuitable. f,or,,,dranage.. purposes._ -e,, lle._therefore based our drainage,-plans .on swales, channels and ... k`rv.. .. .. culverts as a "means to transport a _-major-,por.tion of..,stormwater zuroff to a _ neii" -detention `.pond." We felt that this natural of' aater was more in keeping with the rural nature of the area ',,',an catch basins and pipe. Please note that swales and c-an==e13 are in direct accordance with Paragraph D of the ­o::t"Old Code, Section 100-252. That paragraph places high Pr=o:':ty 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 �irlullc.\1' Itncrhrad.N.Y.• Fairfield.\,I. titht�EEA Ahfh1G;N(:1&17TC ' EClE�ZS(Zlltl . j CROUP Bennet Orlowski, Jr. March 2s; 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, ,.ourm,design do,es,,,,,,allow, for stormwater to dis- ,.,.._ charge direcaly,_,into-,.,Moore' s;v_Drain,, .,which, is ,not in 'accordance �rwiththe „ cur_rent_.,Southoldp;,,,;,Code,;,.Sec.tion 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 siteiplan shad 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, HOLZMACHE4�, McLENDO & lul ,RELL, P.C. Donald A. Sioss, P.E. DAS/CAD/jlh Encs. cc: Jay E. Helme William Price, Esq. s Town Hall, 53095 Main Road = r SCOTT L. HARRIS P.O. Box 1179 •�' � '' Supervisor Southold, New York `�`+ ''' �'�� 11971 �� '?ice Fax (516) 765-1823 Telephone (516) 765-1800 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 1, 1990 Jay E. Helme Managing Partner San Simeon Properties Associates P. O. 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 i i 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. j 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 _J.Jl roved 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 ;gSection II. Section I, which was approved in 1986, should no.'t 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 `fproposed. 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. t 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, Bennett Orlowski, Jr". Chairman VS:vs Enc: �i cc: Scott Louis Harris, Supervisor Victor Lessard, Principal Building Inspector . Town Hall, 53095 Main Road � w�f ;►i.'' +• "�- V P.O. Box 1179 ._ Southold. New York 11971 TELEPHONE (516)765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 16 , 1990 William H. P_ rice, Jr. Attorney' 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 .:detailedrsite plan: for':Section �, only,.._of the project.,..A .SEQRA review was conducted on this Section..only ;as ,.well, All eight of the units iri 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. Chairman Vs/vs cc: Matthew Kiernan, Assistant Town Attorney Victor Lessard, Principal Building Inspector An environr, taT. assessment has been s(.nit� d which .indicated tat nb 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. 1 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. �`S�ZIPTION .OF ACTION The'"x""` subdivision-of_ site plan of 5t. Peter's Lutheran ch Retirement Community, Section I for 2 four-unit buildings.! The project has been determined not to have a significant. ==ect on the environment for the following reasons: AV Pg• (8) 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 I� 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 zork 11971 I i I " i IVote of the Board: Ayes: Or-lowski, 'Mullen, Latham , Ward i On a motion made by Mr. Latham, seconded by Mr. Ward it was RESOLVED that the Southold Town PlanningBoard declar ethem selves lead agency with regard to the State 'Environmental Quality Review Act for the minor S...uhdiv.isLon_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 noted that this received approval from the Town Board frorrelief 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 PL N' c'> lQNN7OrU EO I ID tin••"�`�,�=��` ''• � SCFFq IOIN y 6 Southold, N.Y. 11971 TELEPHONE DAMES WALL 765-1938 BENNETT ORLOWSKI,Jr. ,Chairman GEORCE RITCHIE LATHAM,Jr. s::NEGATIvE.i-bECLARATION �I icia �U arc`' Pursuant to Article 8 of the Environmental Conservation7 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";`: ysni�divson p A3 s, te elan ,ofsSt ,teeter!s Lutherans Church :Retirement Communit ? Section'rfi'A'fo� 2"`"foul'=unit' 1iU141dings- Y' 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 aIlottedtime 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 nl F HOLZMACHER. McLENDON and MURRELL.P.C.•CONSULTING ENGINEERS, ENVIRONMENTAL SCIENTISTS and PLANNERS 125 BAYLIS ROAD,SUITE 140, MELVILLE,N.Y.11747•516-752.9060 ,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: t� In accordance with your request, the following is a sum- mation of the drainage calculations and design criteria for the ---1 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 imperviousness of a particular surface ( i .e . , 90% for pavement, 40% 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 `r 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 -T�s r•;a runoff from the roads, as well as adjacent areas. M•Wd1.,No.♦om•F.ue.n00•1g Now♦O%•R.•..M.d.Ntw Vwk 20A i 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 90% were assigned to roof and paved areas, 40% to turf areas, and 70% 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 i. 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 CPS (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 ' . Mr. Mark McKee Page Three Donald A.- Denis , A. I.A. , P.C. May 2 , 1986 Type B - Max. Flow - 5 CPS Slope = . 002 f t/f t 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 .. 2.2% 12"* 2 .9 CFS 3 CFS 2.2% 12"* 3 26. 9 CFS 30 CFS 1.5% 24" (two pipes) * The excess capacity of these culverts is due to the fact that a 12" minimum pipe size was maintained. „rAs .Pnoted in our previous letter , on-site recha,rge . of_ the runoff ,was .1.prohibited by;the soil `coditions, so £he on 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 temporaril_y',-.store. 'theme 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 & MURRELL, P.C. Kevin P. Walsh, P.E. RPW/bh cc: Reverend Gary Ettlemyer . :fir �' . ..� ' �•� A. 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 986,1 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. r- 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 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. c _Since ,the impervious nature of.,,the soils .on....the site pre- -.' vented, direct on-site, recharge,,.....the remain ing.,.alternative was -to .; store the runoff ,on, site..;until,.,,the excess. runoff.. could dissipate, through the natural drainage..channels that surround the site. _ DI Such`-'a system requires the use of a detention pond,"as `was"in- _ I 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•l.,:Ie NO-YOM No.YO..•P..P.nead Ne.YOr\ 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 trrunoff through an existing pipe under_ Chapel.-Lame. 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. d 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. r I . Kevin P. Walsh KPW/bh cc: Reverend Gary Ettlemyer Home Owners Association � \ Parcel "C" now or formerly Village of Greenport Area 5754 s.f. now or formerly John G. Sioles & Others A60 os;;ao N 00 S N Apo' o Sg9 �o N' Z So o0 0• ' c •�s� oo Z oo 0 1. 0 y 9 .v� 408 �s N NS3 S 9 S ,O •Bj / \J v g1, °•� \ now or,formerly 2 Abraham Shames & Others oo �6gp�2 gym O y N we m \ 1 1C z Future Section Two J v �O CeN SAS 5 0�•£ 1 NN S d WILL APPEAR IN as aLK.2 tion Home vners Associa ' ,soap UNTYTA% MAP �• U1 bpi 34 3600�0. 'I. v y� 33 �G // Area 6.5941 Acres v 3U//0 LK COUNTY TAX YAP OKSION•TION 00 ,Fj c SECT. DLK. lm 9 � 0 2g m�O 32'3i �• C p. nl qft c Future Section Four c /� !zo Co m on A i11 J M !B r o Nts.a9 S �2, ^� N Area = 7. 35 s N • Y y ` v o /3 IZ 47. 16, is m C ti a06.� I ' r • yµ JiN Future Section Three --LOCATION.MAP. I. THIS MAP AND ACCOMPANYING FLOOR COUNTY SHARL CO PUNS WHEN FILED IN THE OFFICE OF THE C 339-P,pF THE R CTiVELY BE DEEMED TO BE THE FILING flE0U1gED By LERK OF SUFFpU( I' " CONJIIGTION � LAw OF THE STATE OF NEW ARTICLE 9'B SECT ON 1 WITH THE DECUMTON pF CONDOMINIUM FOR N S AND SHALL BE CONSIDERED IN RECOgED IN SAID OFFCE SIMULTANEOUSLY HEREIN. SAN SIMEON VI• � LUGESECTION ONE APPROVED BY THE TOWN OF SOUTHOLD PUNNING BOARD now or formerly DATE OF APPROVAL 1 9t.Peters EYBngeOcel Lutheran �— BY. Church of Greenport APPROVED By THE TOWN OF 1 A SQUTHOLD BOARD OF AS9ESSOR3 . DATE OF APPROVAL By A HEREBY CERi1FY THAT THIS MAP WAS MADE�. FROM AC AND THAT ALL CONCgETE MONUMENTS SHOWN THUS HEREOL SURVEyg COM I(.••� S2�'3).0 ' - ARE CORRECTLY SHOWN AND ALL DIMENSIONAL AND GEOD CTLIALLY E705T p�THEIR PpSMONSO 9� TZ S 0• 7 •1• ETIC DETAILS ARE CORRECT,' Aa' ?e 4 S0'72• MD G.N.. (Z 3 1 CONDOMINIUM MAP Home Owners A3300611lon - PerDei•g•Area 8.2993 Ac S A N S I M E O N VI LLA G E . � res � a g� SECTION O 0 N N E �N=. _ /NUuDES o.4y�NAL S£cTTo.J . '•' 1 � W N1Ul N/RS 6Rgnf $4eCT D Z AT GREENPORT o�� p7R . TOWN OF SOUTHOLD �n' ""I'M SUFFOLKFEa z o i� COUNTY, N.Y.N (!� —� 2• • p = 1�Dr Nt1j N34-A9'00 H ` • _' OD f LANE L 665.20- D `4� tiq"e1a3 . .......- DATE; FEB.it 1990 4ND wtA1O YOUNG 8 YOUNG NO.W40. ER A NUE,RIVEflHEAD,N.Y. N.Y.S.•P.E;i LS. 0 NO.12845 IE 0 V [E n .. . (CATION FOR PUBLIC ACCESS TO RECORDS 2 9 TOWN OF SOUTHOLD IM _.. SE TION I. TO BE COMPLETED BY APPLICANT Southold Town Clark INSTRUCTIONS TO APPLICANT: Please complete Section I of this form. Give the form to the Agency Freedom of Information Officer. The Freedom of Information Officer will return one .copy to you as a response to your request, or as an interim response. TO: FREEDOM OF INFORMATION OFFICER AGENCY NAME: AGENCY ADDRESS: HEREBY APPLY TO INSPECT THE FOLLOWING RECORD (Please describe the record sought. If possible, supply a date, a file title and number, and any other informa- tion that will help locate the record desired) : �Q{ y� 6y �� X.00,�" 7� /�C /dal nd v 5� .�./_s v/ decrd��c, /* Signature of Applicant and Printed Name: Applicant Represents: S"ex ©NS, A' v Applicant's Mailing Address: �¢ G(jl�llS -1�,�."ka"�`��/!/�J. Date of Application: SECTION If. FOR USE BY AGENCY FREEDOM OF INFORMATION OFFICER ONLY [ ] Approved [ ] Denied: (for the reason(s) checked below) [ ] Confidential Disclosure [ l Part of Investigatory Files [ ] Unwarranted Invasion of Privacy [ ] Record of Which This Agency is Legal Custodian Cannot be Found [ ] Record is Not Maintained by This Agency [ ] Exempted by Statute Other Than the Freedom of Information Act �[ ] Other (specify) : Receipt of this request is acknowledged. There will be a delay in supplying the requested record until for the following reason: Signature: Title: , Date: - - G,��r�.�!, �°',"'�"� Freedom of Information Officer SECTION III. NOTICE TO APPLICANT YOU HAVE A RIGHT TO APPEAL A DENIAL OF THIS APPLICATION IN WRITING WITH- _ IN 30 DAYS OF THE DENIAL. INFORMATION AS TO THE PERSON TO CONTACT IS SHOWN BELOW. THE CONTACTED PERSON MUST RESPOND TO YOU IN WRITING _ WITHIN SEVEN BUSINESS DAYS—OF RECEIPT OF YOUR APPEAL. Name: Southold Town Board Business Address: 53095 Main Road Telephone: Southold, New York 516 765-1800 • o ie're ' 09i9l3 v `# MgrcN Z� LINE 7-2/-$9 e J FOR PAREEL NO. p it 31 5 D$ I SI.J' I.Ne.Ya II ».il Y'r 2./•�. J i 5o d EE SEC.N0.04 O'p x=IE eHi[Jf1� ��LO 1 Iso.w l Sa..i a.]• ah•P4 / -01-00I •-6I . Q 0 %vao \ IN s.os y,E u.� I».n• I��4ai.i0 �.5 NgTCN LINE � O �-n•r �p c `.*, w.r� [OP PARCEL 0NO . 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Ls -4 Ir,:. �f r. fr a, ..f a l �iku3:�., +n ':r L 3 I .. !' R 80 _ 0 lio 'dihTY , Pp R (�►{.1[}�/ EAST HD: 1 f RR 3 e p C PO4p• LB .� LB y'pM L I O -80 o i F Zap LAvo / j5 FRAM ♦ / i phG Ao T ; 0 R R-80 r fl pd� 3 - � � PGos PiAIs R R R-80 Y 1100, / \ � Conk/inp Point 00 Gyp S PLANNING BOARD MEMBERS IT L. HARRIS Bennett Orlowski, Jr., Chairman Vv 1 per Supervisor George Ritchie Latham, Jr. 1D� 1V Richard G. Ward l To rfi all, 53095 Main Road Mark S. McDonald BI a 0 21 Q �o tho P. New York 11971 Kenneth L. Edwards PLANNING BOARD OFFICE Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 MEMORANDUM TO: Gerard P. Goehringer, Chairman Zoning Board of Appeals FROM: Bennett Orlowski, Jr. , Chairman 73,0' S RE: San Simeon Retirement Community Chapel Lane, Greenport, N.Y. SCTM # 1000-045-02-10. 3 DATE: August 7, 1990 Pursuant to your request of August 1st, please find attached a copy of all pertinent correspondence and supporting documentation from the site plan file for this project. The conceptual site plan approval for the entire project that was issued by this Board in 1976 remains 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 v 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 1�f have no duplicates to share with you other than the latest submission to expand the existing Section I . i" x "' l PLANNING BOARD MEMBERS "' r'' SCOTT L. HARRIS - ;� -• a��;; Bennett Orlowski, Jr., Chairman ; ,.,� ,j. = Supervisor George Ritchie Latham, Jr. Richard G. Ward = r' 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. Very Truly Yours, nne Orlowski, Jr: Chairman 1 VS/vs Enc. cc: A. Barton Cass, Sidney B. bowne & Son Ray Jacobs, Highway Superintendent Harvey A. Aunoff, Town Attorney .. - VIA, ,••• SIDNEY B. WNE 8t S `� FOUNDER Sidney B.Bowne,P.E.,L.S. (1922-1959) PARTNERS May 3, 1990 Chester C.Kelsey,P.E.,L.S. Robert A.Stanton,P.E. Robert W.Brown,L.S. k, Zabdiel A.Blackman,P.E.,L.S. r ±v Frank J.Mtetomaso,P.E. Bennett Orlowski,Jr., Chairman Planning Board\` ::: Town of Southold ASSOCIATES 53095 Main Road George A.Style,P.E. Jerry D.Almont,P.E. Southold,New York 11971 �� George L.Fagan,Jr.,Ph.D.,P.E. Frank Capobianco.C.E. Paul F.Stevens.P.E. Re: San 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.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 Francis J.Lynch Section I of the above referenced plan. � Philip Schlotzhauer Joseph F.Stegman The drainage from this section is proposed to be discharged by a system of 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 Gregg G.Kelsey,P.E. g Y' 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 'J. 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.Box 109 Mineola, New York 11501 (516) 746-2350 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, A. Barton Cass ABC:clg Ray Jacobs, Supt. of Highways Ray Dean (SBB) HARVEY A. ARNOFF � SCOTT L. HARRIS Town Attorney Supervisor MATTHEW G. KIERNAN n ," Town Hall, 53095 Main Road Assistant Town Attorney o�. ��� P.O. Box 1179 ��1 e Southold, New York 11971 Fax (516) 7654823 OFFICE OF THE TOWN ATTORNEY Telephone (516) 7654800 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 ter, y gas, arvey A. Town Attorney - HAA:cc � JUN 2 6 1990 cc: Planning Board of the Town of Southold `��L'`' f -X Su LL SAN SI EON PROPERTIES ASSOCIATES P.O. Box Z Greenport, New York 11944 June 12, 1990, Mr . A. Barton Cass Sidney B. Bowne & Son 45 Manor Road M Smithtown, NY 11787 RE: San Simeon Retirement Community Section I , Sidney B . Bowne Job No . 87606 Dear Mr . 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 ether, as near as I can interpret it . In both your review of the information for the planning board 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 . z: 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 of:f of Chapel Lane and the drive-in theater . The sizing of the detention pond and the initial swales for the project was :r>~ 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 j= 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 Page 2 To apply 1989 rules and regulations to a prev-iously 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 engineerinq 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 Lane . 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 ir-tany years ago . Very truly yours, Jay Helme anaging Partner. JEH/jah cc : Bennett Orlowski, Jr . J . Kevin McLaughlin _^kn r.+ ,C BOWNE SIDNEY B. BOWNE & SON FOUNDER 1S t1 bF Sidney B.Bowne,P.E.,L.S. R��� (19U-1959) P8 June 4, 1990 PARTNERS ChesterC.Kelsey,P.E.,L.S. Robert A.Stanton,P.E. RobertW.Brown,L.S. Mr. Jay Helme ZabdielA.Blackman,P.E.,L.S.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.Almont,P.E. Sidney B. Bowne Job No. 87606 George!..Fagan,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. Prof.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 Schlotzhauer 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 B.Weber not permit adequate percolation." This is to confirm that the above quote Ralph Anderson,L.S. 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. Dane C..Kenny,P.E. per It remains our recommendation that the developer proceed to conceive an Howard W.Miller,P.E. alternate plan for disposing of the runoff from Section I of the project. Richard P.Sfutzah,P.E. If there are any questions concerning this matter please give us a call. Very truly yours, A. Barton Cass ABC:sjm Bennett Orlowski, Jr. . Ray Jacobs - Supt. of Highways Ray Dean- SBB ! le .� � .3.� 45 Manor Road Smithtown, New York 11787 (516) 724-0611 235 East Jericho Turnpike • P.O.Box 109 • Mineola. New York 11501 . rr.1 al Ada_ocan --i ■■Y1f PLANNING BOARD MEMBERS SCOTT L. HARRIS Bennett Orlowski, Jr., Chairman Supervisor P 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 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, 047 vs Bennett Orlowski, Jr. Chairman Enc: VS/vs SIDNEY B. BOWN US— FOUNDER Sidney B.Bowne,P.E:.L.S. (1922-1959) May 3, 1990 PARTNERS Chester C.Kelsey,P.E.,L.S. Robert A.Stanton,P.E. Robert W.Brown,L.S. Zabdiel 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. r; Jerry D.Almont,P.E. Southold, New York 11971 George L.Fagan,Jr.,Ph.D.,P.E. Frank Capobianco.C.E. Paul F.Stevens,P.E. Re: San Simeon Retirement Community Roger L.Cocchi,P.E. Section I (SBB No. 87606) SPECIAL CONSULTANTS 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 SENIOR STAFF determine whether there is sufficient on-site capacity to handle the runoff from Francis J.Lynch Section I of the above referenced plan. Philip Schlotzhauer Joseph F.Stegman The drainage from this section is proposed to be discharged by a system of Wiam T.Styne Ricillhard 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 Gregg 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 - 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 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) r Town Hall, 53095 Main Road � s SCOTT L. HARRIS P.O. Box 1179 �.y .l e� •: `�sp�.:;� �".. .,� Supervisor Southold, New Yorky' Fax (516) 765-1823 11971 , E 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 H2M 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, B�ennet�torlows!ki �jr. Chairman cc: William H. , Price, Jr. SCOTT L. HARRIS Town Hall, 53095 Main Road + " " ` `may `'`?: , ; �` '�' P.O, Box 1179 ' ' �� - o;�' i "��.���' � Supervisor Southold, New York /• Fax (516) 765-1823 .� 11971 Telephone (516) 765-IF 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. Y'S }: GROUP " -= fitolzmacher,McLendon and Murrefl, P.C.a Holzmacher, McLendon and Murrell,Inc. • H2M Labs, Inc. = 1i11l;ineers, Architects,Scientists. Planners, Surveyors 575 Broacl 1 follow 12o:icl, Nlelville. N.Y. 11747-5076 (516)756-8000 9 (201) 575-5100 FAX: 516-69•i-4122 HAND DELIVERED March 23 , 1990 Mr. Bennett Orlowski, Jr. , Chairman Town of Southold Planning Board ;; •_ P.O. Box 1179 ► Southold, NY 11971 . 3 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 MBM Mchdlc,\.1•. Iti�cnc�ad.N.Y.• Fairfield,\.I. AMBTAN(IJB1TM • E"rQgRS�T11. �m GROUP 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, HOLZMAC.HE4�, MCLENDO & RELL, P.C. - f Donald A. Sioss, P.E. DAS/CAD/jlh Encs. cc: Jay E. Helme William Price, Esq. v. r Town Hall, 53095 Main Road ',< .'� SCOTT L. HARRIS P.O. Box 1179 Supervisor Southold, New York ", f Fax (516) 765-1823 11971 °' Telephone (516) 765-1800 �,.- PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 1, 1990 Jay E. Helme Managing Partner San Simeon Properties Associates P. O. 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 IC 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, Bennett Orlowski, Jr. Chairman VS:vs Enc: cc: Scott Louis Harris, Supervisor Victor Lessard, Principal Building Inspector W. Town Hall, 53095 Main Road P.O. Box 1179 .'��; Southold. New York 1 1971 � TELEPHONE (516)765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 16, 1990 William H. P_ rice, Jr. Attorney' 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 ' w 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:' to-0- assessment has been s(-.ait d which .indicated t at no 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. 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 1 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. _S�RIPTION OF ACTION 0`�ur The subdivisinn-of site plan of St. Peter' s Lutheran �. ch Retirement Community, Section I for 2 four-unit buildings . The project has been determined not to have a significant °'=ect on the environment for the following reasons : .'ram-,, 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 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 t 11971 I I Ii Vote of the Board: Ayes : Or-lowski, '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 minor uhLdiv.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 i It was also noted thatthe right-of-way must be imporved for this minor subdivision. It was also noted. that this received approval from the Town Board froirelief 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 l there are many other small, narrow lots ; however, prior to making a formal recommendation to the Board of Appeals, they will make .a PvvLA NN I r TOVN: O ;SOU• _ ,LD SCFF,fgIOiN Y Southold, N.Y. 11971 vcwrov c n e vwrnn r. ru,.:.„...„ TELEPHONE JAMES WALL 765-1938 BENNETT ORLOWSKI,Jr. ,Chairman GEORGE RITCHIE LATHAM,Jr. NEGATIVE DECLARATION icYiaz`�U ac�`' 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 : 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 . J Further information can be obtained by contacting Diane M. Schultze Secretary, Southold Town Planning Board, Main Road, Southold, New xork. . 11971 • • ( HOLZMACHER. MCLENDON and MURRELL.P.C.•CONSULTING ENGINEERS, ENVIRONMENTAL SCIENTISTS and PLANNERS 125 BAYLIS ROAD,SUITE 140, MELVILLE.N.Y.11747 •516-752.9= May;:2 ,. 1986 Mr. Mark McKee Donald A. Denis , A.I.A. , P.C. P. O. Box 565 Aquebogue, NY 11931 =- � y 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 "Cu corresponds to a runoff coefficient which reflects the .F imperviousness of a particular surface ( i .e . , 90% for pavement , 40% 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 1per 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 runoff from the roads, as well as adjacent areas. M61n-14,No Yoe•F•rminQO•M Now Volk•Rr•p M•0.New YWk. - 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 90% were assigned to roof and paved areas, 40% to turf areas, and 70% 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 ' Mr. Mark McKee Page Three Donald A.• Denis , A. I.A. , P.C. May 2 , 1986 Type B - Max. Flow - 5 CFS Slope = . 002 ft/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 .. 2.2% 12"* 2 .9 CFS 3 CFS 2.2% 12"* 3 26. 9 CFS -30 CFS 1. 5% 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 runo.ff 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 & MURRELL, P.C. Kevin P. Walsh, P.E. 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 _tCommunity 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 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. Y — , 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•t+-:ie No.Yolk New Yor►•P-.elnead Ne.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 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 g.� J LGJ Ur �- � i•.;j.. ;'�i�fi Town Hall, 53095 Main Road • ;; SCOTT L. HARRIS r, .:y P.O. Box 1179 Supervisor Southold, New York Fax (516) 765-1823 11971 Y �� t Telephone (516) 765-1800 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 26, 1990 Donald A. S.ioss, 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. GROUP '� Holzmacher,McLendon and Murrell,P.C.• Holzmacher,McLendon and Murrell,Inc. • 112M Labs,Inc. Engineers,Architects,Scientists, Planners, Surveyors 575 Broad Hollow Road,Melville,N.Y. 11747-5076 (516)756-8000• (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 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 „ WMER Melville,N.Y.9 Riverhead,N.Y.9 Fairfield,N.J. QENHIS GROUP 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 E�, cLENDO & RELL, P.C. Donald A. Sioss, P.E. DAS/CAD/jlh Encs. cc: Jay E. Helme William Price, Esq. tit ^{fil"�`�^`\`li `y.... • 1990 B - 1 _ B - 2 (EL.32.3) GROUND SURFACE lEL. 38.6) GROUND SURFACE I SRN.ORGANIC LOAM 3 10 SRN.ORGANIC LOAM 2 S (OL) 111-65) I I (OL) (II-65) o 19 10 10101 IT 29SRN. SAND LOAM II27 26 (OL) (11-65) I I 24 2 36 B oS 4 3 o 5 51 6 BRN.SILTY SAND,TR.GRAVEL O3 IB MULTI-COLORED SILTYo 3 549 (SM) (7-65)2 a RAVELLY SAND WITH SILT26 LAYERS _ a6 47O 843 8 (SM) (6-65) C 8 4 T 49 0 0 END OF BORING 8' END OF BORING 8 w NO SB I CLASSIFICATION U. NO SB I CLASSIFICATION B-9 B -10 (EL.29.6) GROUND SURFACE (EL.20.8) GROUND SURFACE DRN.ORGANIC LOAM1 2 2 OL) (II-65) 1 I I 2 T BRN.ORGAN1-65) C 3 5 MULTI-COLORED ° C T 10 BRN.SILTY SAND,TR.GRAVEL ° 4 s lSM) 17-65) c ° o la (SM) (7-65) ° '• 2 9 2 T 12 b1ULTl-COLORED SILTY CLAY s 12 20 (CL) (9-65) s o al 3 31 3 SRN.SANDY CLAY 9 47 (CL) (9-65) BRN. SILTY CLAY 5011,01 4 41 (CL) (9-65) 4 46 8 5 0 g 3T END OF BORING 8' END OF BORING 8' W ILI 0 SS CLASSIFICATION w NO SB CLASSIFICATION U. B- 17 B- 18 (EL. 25.61 GROUND SURFACE (EL. 26.6) GROUND SURFACE 'S oou nor_wuir i nwu 1 7 BRN. ORGANIC LOAM 1 i B-3 (EL. 3O.8) GROUND SURFACE (EL. 34.3) GROUND SURFACE BRN. GAMIC LOAM 1 4 BRN.ORGANIC LOAM I 3 12 (OL) lli-651 0 0 9 (OL) (11-65) I I 8 BRN.SILTLOAM o ° 17 0 LT.BRN. GRAVELLY SAND o I OL1 (II-651 (SW) (6-65) 0 R37 16 I 2 BRN.SILTY GRAVELLY SANDIO 1 RED -BRN.SAND (SM) 16-65) s 12 7 lSW) 17-65) o321 9 0 DK.BRN.GRAVELLY SAND G 34 RED-BRN. SAND 4 31 34 ICOBBLE) (SW) (?-651 0 ° o 8 37 5 (SW) (6-65) o END OF BORING 8' END OF BORING 8� W W ILINO SB CLASSIFICATION NO SB CLASSIFICATION B -II B-12 �f (EL. 24.0) GROUND SURFACE (EL.3O.0) GROUND SURFACE 10 BRN.ORGANIC LOAM I 4 6 NL 11 i 6 1 1 17 L 1 -65 o I o o .. 19 6 R . D, GRAV L ° 9 7 BRN.SILTY SAND 11 12 ISM) 17-65) ° 31 8 2 2 2g29 1722 .SM1 ° g 27 9 3 0 0 'S 41 BRN.SILTY CLAY 3 o (CL) (9-651 7 4I BRN.SAND VTR.SILT 9 TR.GRAVEL o 0 I 4 8 JSW) (7-65) o 4 8 4e o 0 8 7 END OF BORING 8� END OF BORING 8� W NO SB CLASSIFICATION NO SB CLASSIFICATION U. r B -19 B- 20 1 c1 15% 141 IRROUND SURFACE lEL. 17.5) GROUND SURFACE B-5 - B -6 (EL.32.6) GROUND SURFACE lEL. 27.5) GROUND SURFACE 8RN.ORGANIC LOAM WATER I 2 3 BRN.SAND LOAM l i l I I I (0L) (1 I-65) p 1 -0 I (OL) (II-65) I - 2 GRY.-BRN.SILTY SAND 5 0 BRN.GRAVELLY SAND,TR.SILT o 4 TR GRAVEL 10 15 (SW) (6-65) 0 12 4 SM) (7-65) 0 0 2 17 BRN.SAND o 2 15 RED-BRN.SILTY SAND o 19 (S W) l 7-651 0 5 13 0 o WATER s 16 12 ISM) (7V65)EL o 0 3 .. 3 21 6 0 ss 9 7 BRN.SANDY CLAY,TR.GRAVEL 18 RPI.GRAVELLYSAND,TR.SILT o 7 (CL) (9-65) 4 3 (SW) (6-65) p- 4 O BRN.SAND,TR.GRAVEL o O g 29 0 0 8 14 15 ISW) (7-65) o END OF BORING 8' END OF BORING 8' :ww NO SB CLASSIFICATION 0 SB CLASSIFICATION B- 13 B- 14 (EL.29.5) GROUND SURFACE (EL.20.5) GROUND SURFACE I B N.ORGANIC LOAM 2 4 NI o I 1 2 6 OL1 11-65) o 0 7 . BRN.SILTY SAND 19 BRN.SILTY SAND o M 8-651 I SM) (7-65) II 11 37 2 2 12 g 147 5 4 5 BRN.SANDY CLAY 5 3 B 2 BRN.SANDY CLAY 3 31 (CL)(9-65) 7 0 (CL) (9-65) 4 7 4 2 4 8 g 8 4 END OF BORING 8' END OF BORING 8� W W U 0 SB CLASSIFICATION W NO SB CLASSIFICATION B - 22 (EL. 23.3) GROUND SURFACE (EL. 25.0) GROUND SURFACE I 4 - .... •ORIJANICea AM I 1 1 15 p f Al 1 I 1 1-Rrl B-7 B -8 L. 21.81 GROUND SURFACE (EL.29.9) GROUND SURFACE D 2 ORGANIC LOAM BRN.ORGANIC LOAM _ 4 (OL) (II-65) 1 12 S (OL) II-65 a 1 :45 6 B N. L Y AND o 7 10 BRN.SILTY SAND o (SMl (7-65) (SM) (7-65) 7 10 18 g 2 g 2 40 7 7 7 MULTI-COLORED SILTY CLAY 5 7 p BRN. SANDY CLAY 3 10 II ICLI 19-65) 3 6167 (CL) (9-65) 12 2 64 9 4 4 I I 12 8 9 1 END OF BORING 8' END OF BORING 8' w NO SB CLASSIFICATION U. NO SB I CLASSIFICATION B -15 _ B-16 ( L. 15.1) GROUND SURFACE (EL. 21.4) GROUND SURFACE 2 BRN.ORGANIC LOAM I 4 ((OL) 11-65) ° 0 1 1 �7�9 BRN.ORGANIC LOAM 5 4 BRN.SILTY SAND o (OL) (11-65) 6 SM 7-65) 13 2 9 MULTI-COLORED SANDY SILT 2 19 9 10 (ML) (10-65) 17 16 GRY. CLAY,TR.ROOTS 10 11 R�l (CL1 (9-65) II I GRY. SILTY FINE SAND 10 1 (SM) (8-65) 0 4 19 2 MULTI-COLORED CLAYEY SAND ° o 4 12 2 o B 2426 (SC1 (9-65) ` o END OF BORING 8' END OF BORING 8' O SB CLASSIFICATION If NO SB CLASSIFICATION :t ;t 8- 17 B- 18 - B (EL. 25.61 GROUND SURFACE (EL. 26.6) GROUND SURFACE I EL.IS.3) GROM 1 5 1 7 BRN. ORGANIC LOAM l� 1 4 5 ®RN�OR g .. BRN.ORGANIC LOAM 1 5_ —"-- 1 6 6 (OL) (II-65) i ' 9 13 7 0 16 21 6 0 B 10 2 19 2 30 MULTI-COLORED SILTY SAND 2 12 GM S 2 1 � o 0 1s (ML) 29 (SM) (7-65) 0 5 1'S s s 3 0 BRN. SANDY CLAY 5 4 0 3 6 (CL) (9-65) 3 3942 p �29 o p 1 BRN.: 3 40 BRN.SILTY SAND 4. (CL' g 4 41 6 B 4 454T (SM) (7-65) C o 0 1 END OF BORING 8' END OF BORING 8� END OF F- W W { U. NO SB CLASSIFICATION U. NO SB CLASSIFICATION 1� � 0 SB CL: i .r y 1 1 . a " r { t i 1 I r B-20 B -19 = (EL. 23.3) GROUND SURFA( (EL. 17.5) GROUND SURFACE I a Omni. Ll NI ` AM (EL.18.3) GROUND SURFACE I 6 S BRN.ORGANIC LOAM _ 1 I 1 l®L1�!#�d I I a 5 BRN_,,ORGANIC LOI�M 5 19 7 GRY.SILT, TR. ROOTS T 7 (ML) (10-65) 6 g 9 2 21 2 12 10 GRY.SANDY SILT 2 14 9 GRY. SANDY SILT T BRN. SANDY CLAY 15 (ML) (10-65) 6 IT g (ML) (1O-65) s 6 41 TR.GRAVEL S 3 IS 6 3 21 9 044 (CL) 19-65) • T 29 20 BRN. SANDY CLAY 47 I 30 BRN.SANDY CLAY 4 1 (CL) l9'65) 4 4 1 (CL) (9-65) g 5 g 4043 E— BORING 8IEND OF BORIEND OF BORING 8' �..w NO SBSSIFICATI� W W NO SB CLASSIFICATION w 0 SB CLASSIFICATION 1� r t B _ 22 ? (EL. 23.3) GROUND SURFACE (EL. 25.0) GROUND SURFACE N. NI LAM I I L II-65 gF I I s I OL) (II-65) 19 S H2 21 2 7 19 20 5 6 SRN. SANDY CLAY SRN.SANDY CLAY 3 1 TR.GRAVEL 5 7 9 044 (CL) (9-65) 3 TR. GRAVEL 31 (CL) (9765) 47 4 I 7 2 8 5 8 4 6 END OF BORING 8' END OF BORING 8' IUW- NO SB CLASSIFICATION w NO SB CLASSIFICATION ; . I I a . . 2 3 'r i t McDONALD GEOSCIENCE Box 1000• Southold,New York 11971 • (516)765-3677 TEST HOLE DATA SHEET Name: H2m SSPA-8901 - ? Surveyor: Location: San Simeon Greennort Tax Map Number: Project Description: Engineering Date: 12/8/89 Brown ana greyish brcr.in clay ---------- 6' Brown sandy ct Zv •ai`•`i 10-1r*/1" -rrav^1 --------- 7.8' Water in lnrown san4y clay with 7r3v-1 ------ 10' Water in *-rown clav 60' Comments: Water encountered 7.8' flow surface McDONALD GEOSCIENCE Box 1000 • Southold,New York 11971 • (516)765-3677 TEST HOLE DATA SHEET •Name: TM SSPA-8901 Surveyor: Location: San Simeon Greenport Tax Map Number: Project Description: Engineering Date: 12/12/899 Grey loamy- clay ---------- 2' Grey clay --------- 5t Brown ciav --------- 1.81 Water in brown clay 50, Comments: Water encountered 18' below surface r ;1. JOB 55 FA 8901 h " H2M/HOLZMACHER, McLENDON SHEET NO. I OF & MURRELL, P.C. CALCULATED BY C-Pf DATE c73-aa-9 0 Consulting Engineers Environmental Scientists CHECKED BY DATE Planners SCALE I .... ........... .......... ...... v [ - .� A. .... �...'.. :.........: `... .........................:.__................_.......... :......... ._........._.. . ........_. . . . ...... Road Roar . ........._. ...C = . • ............:............. wa:`:1�. ;.0!! �o !� __.. .. ... ..._..........._.. A = r yG�r�es . �aces) Q hr 3/$. _ �Cbm P' 0.bGV� - :S P) S = v G.V-'i e S MAR 3 1990 CoIvert . 1ss�meb Sla� � f dew �C� CMP SiZ� rriln. lad' . ........... . ............ �Z ............................. ..... .... .. .. ._...... 3 : ........................... . _......__. q la ....... ..................... ... .. .. ...... ....:_ C'l 0 ................ ..;............... . (o �.. o.o I ......................_................................................._. ... .... 8. 6 Isl' a.oa5 p.5 �a 0.25 ►�`' 10 oaf 0.65 4.3 _ i5". .........................19 _ ........................._... :. . .............. o.0►1 0-3 la" . . ....... `].3 �8' 6). 18� ........ ..........._1.7 o.oa. . 8'9 aih lg o 0.8 1� PRmw mi lya IK•from Wa oidn JOB SSPf� 890 I Sr,rn S�meot� �. H2M/HOLZMACHER, McLENDON SHEET NO. .12 OF & MURRELL, P.C. Consulting Engineers CALCULATED BY DATE �'F Environmental Scientists CHECKED BY DATE Planners SCALE C� ve r ss 4 ............. ........................ . . .... . .........:............:.2. .. ............._:.... .:...... .....; 0. o..g _ .. . o.. Q 15 aa: ►a a.o7 a� 0.009 o r gal, a1 . o.o► . o.37 la" 30 o•009 0.4 1a': 3� o.ol4 3, 0 2 n 3� 4. 1 l � .....................:......................_............. .. ........................................_..... ........... ...................................... ......................... . . ..:............ .................. .._.........._.........._.._.................................. . .. ... ......... ...... ...... ..................._......_.. ._.................... ......_._ _._... .__..._ . . _ . PAOUX,T MI n Inc.halm.Ma 01471. roB 153�4 H2M/HOLZMACHER, McLENDON SHEET NO. OF & MURRELL, P.C. Consulting Engineers CALCULATED 8V DATE Environmental Scientists CHECKED BY DATE Planners SCALE t i i t , - tt �...__.. .........�F.TAS...�rtJtvCtts....._........_.:...._._..:_... -- I ... ..... _ ' _...._....._ .. .......... .................... . .... ...._........ _ _ ! ........................__......_..._........... _ __. i _._.. .... - — --....:.. .. ..:.. ......_....._..._ ....... _ ...._......... �4 .. �..GFS-..- . 44 cec-5 @ TG to.w.i = 5.4, "�ltiz @ ........... _ vu�r�i(a��a> .... t�.ikcK . �� F. ..... . ..�►.bFe= .�u_� �.� .r�w.t, . ... . �oz¢�� ........___.._. d-5 2!(022 .�o,zo A2�5 ...... ...:......... ego tt ( As- r- rLLI«.a �! Q-3,?.03 .........._...................... .........................................__. . . . . . _......_ �S ovp G� 3 Q ._....._................. . .. ....................[...... ..................................._.. __.._.. a �~ ....... .......................................................................................... .._...... ... ram..... . Lrz.�t�t_ s,o� :.... - . . ga s (� ��,� �. . ....................._.._........ a ._.... ............._...._—.._.._..............._....__....._.._.......:......._... �L.... ..:..... _ __..........._... ..._.__......................... ..................... ....... -...............__..__._......._....... ......................_......._........._. . _. 3. 26. - .. .. - L•5`70 . ..... Z .._.. ._ .. ..-._ _.__.. 2�� _. _. _.. . _._._..:......... ..__.. ...__.. .. .. r s ..` EMI®kw_Gfft%&IM114?L 1H­ 2A HOLZMACHER,McLENDON and MURRELL,P.C.• CONSULTING ENGINEERS, ENVIRONMENTAL SCIENTISTS and PLANNERS 125 BAYLIS ROAD,SUITE 140.MELVILLE.N.Y.11747.516-752.90W 'd d February 3, 1986 ? VA 2 3 I990 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 (ICommunity 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 ;o�` .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 E` : deter-mined that approximately 44 cubic feet per second would be !E.-' -__-_fgenerated 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, r ' .--: even though the site was planned to be developed in stages. A:'.._ ... __.; Since the impervious nature of the soils on the site pre- " - -` vented direct on-site recharge, the remaining alternative was to C. '. 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 j 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 Mel+-lie Ne.York•Fa-mmg ja a New York•P,.P,head.New 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 �. �. HOLZMACHER.MCLENDON and MURRELL.P.C.•CONSULTING ENGINEERS,ENVIRONMENTAL SCIENTISTS and PLANNERS 125 BAYLIS ROAD.SUITE 140.MELVILLE,N.Y.11747•516.752.9m Mays,2 ,. 1986, . Mr. Mark McKee j 1p 2 3 199 r 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 f _ imperviousness of a particular surface (i .e . , 90% for pavement , 40% 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. .T 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 -y� runoff from the roads, as well as adjacent areas. Melwlle•New York•Farrmnpdele.New York•R..ernead.New Yofk 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 90% were assigned to roof and paved areas, 40% to turf areas, and 70% 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 ' ll .4'YJ 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/f t 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 Wo. Actual Flow Design (see plan) Design Flow Capacity Slope Size 1 .9 CFS. 3 CFS 2.2% 12"* 2 .9 CFS 3 CFS 2.2% 12"* 3 26.9 CFS 30 CFS 1.5% 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 & MURRELL, P.C. Kevin P. Walsh, P.E. KPW/bh cc: Reverend Gary Ettlemyer ' ;fib'* {"�'.�`_.'. —p,,,a ^FJ*`+ '7�'$<: .r+ ^'r'�t d— _ ,a X" ..- r. ..- •- - �3fs,;;.,-r s -.- a- M Y NOTES: 1) ALL CORRUGATED METAL PIPE IS TO BE 14 GAUGE GALVANIZED STEEL. 2) THE CONTRACTOR IS REQUIRED TO NOTIFY OWNERS OF ALL UNDER- ;;.. GROUND UTILITIES PRIOR TO CONSTRUCTION AND ARRANGE FOR ' - FIELD MARK-OUTS. SHOULD IT BE NECESSARY, THE CONTRACTOR aq�9,7 LL COORDINATE ANY, UTILITY, RELOCATIONS WITH THE RESPEC- ' 3) ' THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING. ALL REQUIRED y ROAD OPENING PERMITS. , • 17 " 4) CONSTRUCTION STAKE-OUT FOR ROADWAYS SHALL BE COORDINATED WITH, AND PROVIDED BY, THE OWNER. MAR LEGEND PROPOSED FIRST PHASE CONSTRUCTION PROPOSED FUTURE CONSTRUCTION �--- -� EXISTING CONTOURS PROPOSED CONTOURS Ilk DRAINAGE CHANNELS SEE OSTAILS SH:2 oP2� �, � e,vP�� ol= �R�l-IrJ►4faE � Q31�./•I-!�iNC�j �3' 7j �►'�1�S �fZ �►2(G,l NAB- ? FoU�2 17�iJECC-r'oesj �dN� )d 13jr Pro No: .KPw SPLC 83-01 ST . PETER'S LUTHERAN CHURCH By:• , Drawing No: Scale: SAN. SIMEON ,ad Ey:.'•;-:, Date: MAY 1984 `Revisions: RETIREMENT COMMUNITY 3 evised Layout GREENPORT, NEW YORK Consulting Engineers 516 752 Soso 516-694.3040 ❑ .: Environmental Scientists 516-727.3480 ❑ - Planners 516-694.3410 ❑ her McLendon & Murrell , P. C . Holzmac , Melville, N.Y. Riverhead, N.Y. Farmingdale, N.Y. 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J, o� ol .......... t5d) 10 PCRT PARCEL NO SEE SEC.NM044 04�2 G 27.1 < 5 A sE( SEC 7 5.2 A 2 X 2.IAIT) • ° t ....__ " ____ __1.J MAT VT4­] CH , COUNfV C)f Stiff()[K -00 S:FA�T Tiv A*w^C, TPIV 77777 mill a BOARD OF APPEALS, TOWN OF SOUTHOLD In the Matter of the Petition of SAN SIMEON PROPERTY ASSOCIATES NOTICE TO to the Board of Appeals of the Town of Southold ADJACENT TO: PROPERTY OWNER ST. PETERS EVANGELICAL LUTHERAN CHURCH OF GREENPORT ABRAHAM SHAMES & ORS. YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to petition the Board of Appeals of the Town of Southold to request a (Variance) (Special Exception) (Special Permit) Other [circle choice] Appeal of Building Department Decision dated January 30, 1990). 2. That the property which is the subject of the Petition is located adjacent to your property and is des- cribed as follows: 920 Chapel Lane, Greenport, New York Suffolk County Tax Map No. : District 1000, Section 045, Block 02, Lot 010 . 003 3. That the property which is the subject of such Petition is located in the following zoning district: 4. That by such Petition, the undersigned will request the following relief: Building Permits for the construction of 144 dwelling units 5. That the provisions of the Southold Town Zoning Code applicable to the relief sought by the under- signed are Article XXV Section 10 0-2 5 0 [ ] Section 280-A, New York Town Law for approval of access over right(s)-of-way. 6. That within five days from the date hereof, a written Petition requesting the relief specified above will be filed in the Southold Town Clerk's.Office at Main Road Southold, New York and you may then and there examine the same during regular office hours. (516) 7�5-1809. 7. That before the relief sought may be granted, a public hearing must be held on the matter by the Board of Appeals; that a notice of such hearing must be published at least five days.prior to the date of such hearing in the Suffolk Times and in the Long Island Traveler-Mattituck Watchman, newspapers published in the Town of Southold and designated for the publication of such notices; that you or your representative have the right to appear and be heard at such hearing. Dated: Pe itioner 0 Hers ' Names : � UI �`-�1�`�s�, osi Office Address r' J Te 1 . N o . ( g6D /ol b [Copy of sketch or plan showing proposal to be attached for convenience purposes . ] PROOF OF MAILING OF NOTICE. ATTACH CERTIFIED MAIL RECEIPTS NAME. ADDRESS ST. PETERS EVANGELICAL 6.8 46 5 Main Street LUTHERAN CHURCH ...OF Greenport, NY 11944 GREENPORT ABRAHAM SHAMES :.& .ORS Apt:: 201,. 100 'S'ands Point Road Long Boat Keyy Florida 34228 VILLAGE OF GREENPORT 236 Third Street Greenport, New York 11944 JOHN G. SIOLAS. and 190 Central Drive CATHERINE PSOUNIS Mattituck, NY 11952 STATE OF NEW YORK:) ss.: COUNTY OFSUFFOLK) J. Kevin McLaughlin residing at 680 Old Orchard Lane, East Marion, New York being duly sworn, deposes and says that on the27th day of . July , 19 90 , deponent mailed a true copy of the Notice set forth on the side hereof, directed to each of the above-named persons at the addresses set opposite their respective names;that the addresses set opposite the names of said persons are the addresses of said persons as sh wn on the current assessment roll of the Town of Southold;that said Notices were mailed at the United a Post Of- fice at Greenport, New York ; that said Notices were mail t ea h s i p sons by (certified) #Xgli reffi)cmail. Sworn to before me this 27th KEVIN MCLAUGH day of July , 19 90 Notary Public (This side does not have to be completed on form transmitted to adjoining property owners . ) I- - . - . I I 1 . . L . I . I I I � - . . I I I - I . . 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I 1- = 5 0', �mF S I A__._.(A 2N-1).S/1­,�1_Ii"'�­�:H171--'7,Ii I"­�-�"",...,''�Ll,.t'E-',-I-_,G O11w7G_7,­V-..-N-ik-U�%�,,.I.-�I-�,'2�'-_�I R%­',q,,-R1%�O O -_--i"-11 1't-_t_-,�,:.1.,_#'�.I­;t�.'"ZI�.UR. . .----..P.TM. S*­ -.I. ­'/I. ///II' \\/I\II/I - .. -1 /­//_.*]I I.I II--\-I /-)I/_/I--'I_-."//"',/1,.,I,I "IiI!�. _/. I//I)//'-/I--/-/,- /-_/W_I/I /'I/\/-"1111I 11 .\O C' Iv.1I), _I'-,'/"I _III 1 I K d'. .. .-' \ t -- \ \ .. i � , -_,� \ 8. I ` / / / . _-n_ •' / , • \ - - ... _ ` J � / , .\ . ... ... I' I+ + 1 EXISTING COf\�STRUCTtON :a'..'.'.'.'.'..'.'.'.'.'.: : ;: :C :: \ ' A` �$ i J k. . /- / 1. _ /� I / \ PROPOSED FUTURE CONSTRUCTION =.� `� " \ // B,� �tio / I I I '.» • , • 1 / \ z3 I I \ i / ` 1 . �� - . . � � I I / / I ' " .... . .... PHASE 1 CONSTRUCTION \ 8 ::. . ::: :: I \ / / I 'I / / ' i Il C _ SEC N LINE `� 11 � 23 d9go �!' - EXISTING COI�JTOURS _-- � _ , I 1 F�TtJRE MOTEL / � ` / ; \ ZR 20 \ 6 / ADMINISTRATIVE 1 / / I '\ - 1 rtDJOV.13 �_ o --� � � I BUILDING ; . / / / :.. t s1H° 2 PROPOSED Ci0NT0URS ----- --- CHANNEL DRJAIN NP / / 'i \ f ,/. // � . Designed By. Project No: �` \ \\ I / I / . JRw SSPA 8901 p o ASPHALT SMALE DRAIN \ �� N / i /� qo , 1 Drawn 8 . Drawing No: N '•t \ . LJF KRG SSPA8901.DWG \ 12" � - `� / /// 1 3 �2 t Checked By. scGie:1. CMP CULVERT �� / / sr __; / //- f / \ I / __r / Reviewed B Date: �p ��I �p / / Y OCTOBER 1989 SA U�1 S�U\�1U E O u�1 ___ _ _ DRAINAGE AREA • Revisions: `\ ' / DETENTION _.__._.__._ _.\_ -+_ -_--______.__ / / 1 G CS 1><�G�C�U� ENT CaOMMUNHY / / 1 ; , "\� ' _ , REV. 11-7-89 SWALE DRAIN /'/ ' J / 4! \ \\ PROPOSED GRADING (� ([\(�(� I II M B I SOIL BORINGS , 1 REV. 3-23-90 WATER SHED Il ll l�RN OR I!- U-ll u�J o lJ o If'� 1 BASIN / ` ; , �`:4 AREA - I ; 1 \ " l I i 516-727-3480 ❑ / . / I . 201-575-5400 ❑ , ..a �ttt� - ammm tt. t � � �tt� C �� Holzmacher McLendon Murrell P.C. N� _ \ _ - - ._ - _ . . -_ CONSULTING ENGINEERS --ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS \ `���� _ _ I ' k MELVILLE, N.Y. RIVERHEAD, N.Y. FAIRFIELD, N.J. • . Sheet Title: PRELIMINARY DRAINAGE sheet \� - _ ` __ _ 'ALTERATION of THIS DOCUMENT, EXCEPT BY A 1 OF 1 • LICENSED PROFESSIONAL IS ILLEGAL" AND GRADING PLAN _ . 1- 1 is l !t +� t i _ .. _ _--- --- __ .. ... _ - __ _ - . I / f• 1 1 i Home Owners Association t Parcel "C" s ,now or formerly Village of Greenport Area = 5754 s.f. 05 � now or formerly ° 00 o. , �' � o - John G. Siolas & Others y ti o°o �° Ao o sg3 g'i o L. , '0 ��H f, _ S t� O • \•` ONE '4 5 00. ° Future Section Three 2� orb yp� s o 51.00 3 ���• 0 0 s e •E \ o . 5 ,o s t� �o• 6 TIE IN s = 0� 1. Si 16°49$0"E. 686.79' , now or' formerly • //� , Abraham Shames & Others Y�" o0 1y0 A +,� �- MA►�N !� O• �6 yc W �M ER - r 9 �tSttNG 3 - — LOCATION MAP O to 9 CA 600' 01 w e' 9 ~U1.1VkILEU ALTERATION OR AUOIIIV► � � • TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE AOD• m to EDUCATION LAW. S o • . THIS MAP AND ACCOMPANYING FLOOR PLANS WHEN FILED IN THE OFFICE OF THE CLERK OF SUFFOLK GO►FES OF THIS SURVEY AW NOT BEARING t''�CD E COUNTY SHALL COLLECTIVELY BE DEEMED TO BE THE FILING REQUIRED BY ARTICLE 9-B SECTION I'MEM1 LAND SEAL WALL SEAL OR 339-P, OF THE REAL PROPERTY LAW OF THE STATE OF NEW YORK AND SHALL BE CONSIDERED IN EbtBOB82D SEAL E+IAu MOT CONSIDERED \ CONDUCTION WITH THE DECLARATION OF CONDOMINIUM FOR SAN SIMEON VILLAGE,SECTION ONE T® BE A VALID TRUE CO" / Future Section Two :.UARAnIfT.S INDTCAT@D HEREON SHALL RUN I RECORED IN SAID OFFICE SIMULTANEOUSLY HEREIN. ^�« I 13 Ot&Y to THE PESaSON FOR W1IC)M THE SUR4 S e now Or formerly APPROVED Y T\ RO B HE TOWN OF SOUTHOLD PLANNING BOARD >s+ �, AND ON N15 BEHALF TO THE � °E / � �, St. Peters Evangelical Lutheran M A&W,NY,GOVERNMENTAL AGENCY AN. 1Q roIm SSW. M O LISTED mDNON, AND O ! Church of Greenport j �THE AESrSGa of AdE TENDING tNSTI• s o r> At*ON, CRJARA""AtNTE£S ARE NOT TRANSFERASL� g i DATE OF APPROVAL BY: Tb AJ;t81'RQNAL h�YB'p�TlllYIY?•K 1•H1 t,�Rcxni u. 7 N�5s —7 ' APPROVED BY THE TOWN OF SOUTHOLD BOARD OF ASSESSORS E S45e 31'0� N 85• S DATE OF APPROVAL BY: THIS OF CONDOMINIUM CO WILL APPEAR IN I HEREBY CERTIFY THAT THIS MAP WAS MADE BY US FROM ACTUAL SURVEYS COMPLETED FEB. 1 2, 1 990 DIST. 1000 SECT.45 BILK. 2 ,t'TO ' THE SUFFOLK COUNTY TAX MAP. �-- Home Owners Association �o�'�. °� S24e3�'00 " Parcel "AID "ems 0� 3g 36 �oO. %5lj ,Z E AND THAT ALL CONCRETE MONUMENTS SHOWN THUS: • HEREON ACTUALLY EXIST AND THEIR POSITIONS �. �„ yg9 g'I • S',r� ARE CORRECTLY SHOWN AND ALL DIMENSIONAL AND GEODETIC DETAILS ARE CORRECT." SUFFOLK COUNTY TAX MAP Area = 6.5 9 41 Acres �. h 33 e CONDO N0. DESIGNATION DIST. SECT. BLK. LOT �' pj ♦?T '�' 1 �ti e2y � HOWARD W. YOUNG, N.Y.S. L.S. LIC NO. 4589 3 2 3, 30 2S 3 to t9 e 4 .o (0 3 Q S 2 2y o 6 P/ C- 3 ti 7 P o Future Section Four o "' 0 CD to /9 , 9 o N�se4 32e 3 �m /e <0 " Co on A a to 13 10 s•So�°w _, "� _ `�o Area = 7. 35 s W O 12 Home Owners Association 13 m I /3 a Parcel "B" ; ' CONDOMINIUM MAP 14 C �/ / W 6 p 3Se'47 Area = 8.2993 Acres N 1731s SAN SIMEON VILLAGE ^0 6 e06, > �2 /0 3 Q y •.,r �PRoPost=� SSGf�oN 1 . 1 9 �.00, 9 ' SECTION ONE ►I�u.t,ta�s al�tyl N �eT�oA 20 �' vJ V�tU•! W� B�'nl �Utt.T 21 ° 222$• , '0 � � CPS Lh �,,..�� �'a'��..C�1k ST'2.L�• 23 2010w AT GREENPORT 24 r+ k . U►VITS 14f� 23 s N� TOWN OF SOUTHOLD FEB 1 �s• .,e W 27 a SUFFOLK COUNTY N .Y. . t7t ;1 PEE � 2•�9 20,00, � � OF tyE 28 - C 1 1 29 W ' N340 49'00"W S � D 30 � ± LANE sss.2o• I 31 I 32 33 34 `J �f�c 4p 4589'6 35 OWNER: SAN SIMEON PROPERTIESONO S104 0 36 ASSOCIATES DATE: FEB. 1 2, 1990 YOUNG & YOUNG P.O. BOX RT, 400 OSTRANDER AVENUE, RIVERHEAD, N.Y. coMaaN AREA GREENPOflT, N.Y. 1 1 944 60 0 so Too ALDEN W. YOUNG, N.Y.S. P.E. & L.S. LIC. NO. 12845 H.OA.PCL."A" H.O.A.PCL. HOWARD W. YOUNG, N.Y.S." L.S. LIC NO. 45893 SCALE: 1 = 1 00 THOMAS C. WOLPERT, N.Y.S. P.E. LIC. NO. 61 483 HAA PCL. "C" I NO. 90-0049 I W S• GENERAL NOTES —DRAINAGE, GRADING& PAVEMENT 1) All underground utilities (electric, telephone, sewer, etc. ) shall be in place before pavement is constructed. ' . r 2�ROuvoic/� CTY.o.� 2) The existing culvert passing under Chapel Lane shall be cleaned of all debris. >, Fz �i 3) The cost of construction of all drainage swales • and channels 2.S MiN, is to be included in Item 120, Excavation and Grading. To�aP 4 ) The clearing and grubbing necessary for construction of paved p ZOO' VC PVI $T<1.9-475 EG. /8.0 `/•o areas and drainage channels- shall be included . in Item 120, JvIC =0.29 Excavation and Grading. The Contractor shall keep the clear- ing and grubbing to a minimum in order to maintain the rustic nature of the site. NTYPE ,"A" CHANNEL 5 All graded and excavated areas (other than pavement and walk- ways) shall be furnished with topsoil and seeded under Items 150 and 160. .' $O1 VG 20.0 - 0. p✓.� STA. 1 foo � W '� p Md =o.03 @ — W� �3 /o A 7 '.c1iAv f�7i�G 'gyp /3.7 — — — — ---- — — —— TYPE �'B�' CHANNEL /O.D 04-00 x 1+bo 2+00 3foo +o0 5too 64,00 7+00 • 2 'ROUND/.vim (TY�,) i PROFILE SCALES; i '.v�I.�/ VERT. 1 `-.0'; HORIZ. 7'= - 'i0' C .CHANNEL (SWALE) • ; TYPE " �, Alo?: : .4LL CN,4NNELS Sh/ALL Be SEEDED (/NDER T1/E PROVISIONS --s aF ITEMS ISO ¢ AGO. A SU/TABLE JUTE MESH OR OT,�/ER I TOOSO/C. SEED�TYO> .,4•<. . . , .o.a©TECT/VE COVER/A/6 Sf/Ae-L 86 PROV/aE O To �Ro6V6NT /14•�F,- M/�J, ERVSioN UNTIL SEEDS TAKE ROOT. J"•`/B COST OF EROS/0/,/ • - - .� . _ G BE /.ti/CL c/oEo /N /T6M /�00. PROTE T/oN SN.etGG �• D;RA/NAGE CHANn/EL — Al Y.S. 007 TYPE C, TO/n C4uRSE (SEE DETAIL) , S70AIE BLEND BASE (G') 0.4A/NA4ECN4NNE4 G<?.4n/C/L,QR SUBBASE C'/2') ('.5EE DETAIL) TYPICAL PARKING * LOT SECTION NO SCALE SECTION te7 LM4 7" 2 3 1990 MINL 7i //N. .�,,...F.-..� �,�� , SQU-CIJ)LD TD,, 9 ToP s o/L(4'JSEEDCTYP) N.Y.S. -DO.T TYPE G TO.- CTYP.� STONE BLE/Vo .B d 5E (Co") TYPE .B CA1AA,N�EL � T YPE ,8 cN.4A/n/EL (SEE DETA/L) GRANULAR .SUBBASE (/Z") (-56E 17ET.4/L) TYPICAL 'PAV-9ME "ECT PLAN _ Designed By: Prolect No:, i K.ew. SPLC 83 01 ST . PETERS LUTHERAN CHURCH .' NO 'SCALE Drawn By: Drawlnp No: �e F. R.W. Checked By: Scale. DETAIL OF" RIP RAP AT CMP, END, SECTIONS As SHOWN S �.�, N S I M E O N M Reviewed By: Date: INLET 4 1 MAY 1984 c AND ouTLET) _ RETIREMENT COMMUNITY` { j Revisions: • :x 12/84 Revised Layout GREE PORT , NEW YORK _ Coilsulting Engineers 616-75240110 O .� Environmental Scientists °• 816.7Z7.3M ❑ •, Planners 61e•8e4.3410 ❑ ` H o- lzmacher McLendon & Murrell P. C . �, Melvllle, N.Y. Rlverhead, N.Y. " Farmingdale, N.Y. `• IN Sheet Title: Sheet YALTERATNSED RO SS I8DOCUQ EER,XCEPTBY " DRAINAGE, ,GRADING & PAVEMENT. DETAILS r 2 0f 2 z { ~