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Home My WebLink About1000-97.-1-25.1DATA 1000-97-1-25.1 1000-85-2-10 3, 1000-85-2-10.2 PROPERTY: ADDRESS ' OWNER: COb H ~ ZONING: ~ 11) Z SITE: AREA SURVEYOR: -: '~- ," BUILDING: --~'~ ~.. ~ AREA 36225 MAIN ROAD CUTCHOGUE, NY 11935 JOHN C. & SUSAN BEDELL 36225 MAIN ROAD CUTCHOGUE, NY 11935 Tel # (516) 734~7537 Roderick Van Tuyl Greenport, N Y. 11944 License # LS 25626 Dated 1/30/86 A-C 49,42 Acres /2,152,735 sq. ft Total: 10,343 sq. ft. Existing: Winery: 5,110 sf ~ .L.~5 , ~,., } Residence: 1,624 sf ~, i Storage Shed 163 sf ~ ~ , ~ - '- "-t I ..---- Addition: ,':~ - - ' .... ;" ' ' ' ' , Case Storage 2,291 sf " :'*' ' t -)/~ ..... ',- / ". ' ~ * ~'~: . -- ,,,,,. : ... · , ~ . . . ,.'; ~0 Vehicle Storage. 1,155sf - . , , I . .4 ' LOT: 0.48% actual / 20 % max : L,*~..j~ ' ' " "~ ~'~'~ ('~ COVERAGE · % -;7 r ,.,' , , ~ ~,~ ~ --' .-. NOTES: Elevations shown are based '" on Suffolk County Department ~ '~ · , of Public Works Aerial Survey ,. : Public water is not available ~ ~: ~ within 500 ft of the property. / ~ ~ The iocat,ons of wells and :j W,c., ~m I ~ ~/ cesspools shown hereon are ~"~'J't,%.l ~le,~', ~ ~'~) ~-~' from field observations and or / ' ~'~¢ ~¢ ~ ~L~ data from data obtained · , ' ' ' ','i ,~,,~, _.~ / ' , '. "' ~,~'¢~ ~ PARKING CALCULATIONS: . , .,,, .... .__ ~ ~ ! L~~ Existing Residence: 2 per residence = 2 spaces , .-. ~, *4.r- ._~o Exishng Storage Sheds' 163 sf @ 1 per 1000 sf: 0.16 spaces Existing Winery: Offices: 377 sf @ 1 per 100 sf = 3 77 spaces PARTIAL ENLARGED Suffolk County Development Rights Program. These lines are for ~eference only and are not to be construed as separate property ' lines or a subdivision, SITE PLAN SCALE: 1" = 20'- 0" , ~ .~'~,d ,,'~ b' Tasting room. 651 sf @ 1 per 200 sf = 3.25 spaces ': . .. L / ~h.-~'~%~;~r' Storage' 747 sf ~ 1 per 1000 sf = 0.74 spaces ~,~. ~ ~e~ DN~ - ' Garage/Repair. 427 sf ~ 1 per 200 sf = 2 13 spa~s ~ ~ ~u~O ¢,~ '~u Mechanical: 133 sf ~ 1 per 1000 sf = 0 13 spaces ~ ~4~v ~ ~ Proposed Addition. Case Storage: 2,291 sf ~ 1 per 1000 sf = 2,29 spaces "--~ ~ ).*' Vehicle Storage. 1,155 sf ~ 1 per 1000 si = 1 15 spaces + /~ ~ / TOTAL PARKING SPACES REQUIRED: 21 17 / 22 SPACES ~ ~ TOTAL PARKING SPACES PROVIDED: 26 SPACES x / including 2 handicapped parking spaces TRUCK PARKING & LOADING: LOADING BERTHS. 1 Provided / 1 Required For drainage and sanitary calculations see sheet ~ 2 ' ~ I ~rucl~re s) ~h0~ fk S APPROVAL ~PIRE5 TWO NOTE: INTERNAL BOUNDARY LINES Internal bounda~ lines are shown for the purposes of denotating areas allowed for ~ development, as approved by the ,'ri' '?" ':' '"' SEE SHEET 2 ~=OR COMPLETE SITE PLAN Z UJ rY Drawn By: L,PT Checked By: Date: Sheet Title: SITE PLAN Sheet No: DRAINAGE CALCULATIONS: ¢ ? Buildlnq: ~'~ ( .~ ~,. ~ ( 3160sf. x 2/12 x 10 =5268cf. k ~ ~ ,, ~ ~ ?~ ~ - -. ~ ~ ) ~ Cs~ ~) 10'-0" dia. x 3'-8" Solid Dome 108.7 cf. ~ .... ~-~ ~'~ } ~ ~ / / // ~- ~I ~ .~-~ 10'-0" dia. x 9'-0" Storm Drain R~ng 615.8 cf. ~ ~ ~ ~ / ~ ~ ..... ~ ~ '~ ZONING AC ~ / [ TOTAL 724.5 cf, ~ / ~ '~ ( ~ - / - -~ % - "' / ~ 724.5 cf. prowded > 526 8 cf. required / ~ , B Area x Rainfall x Runoff Factor ', ' 1645sf, x 2/12 x 1.0 =274.8cf. ' , 10'-0" dia. x 3'-0" Storm Drain Ring = 205.3 cf. ' x' % ..k.%~ TOTAL = 314 Of. ; ~, % '~ , ~ ~ ,,. , ~%~ 314 ~. provided > 274.8 cf required 0 '~ ' '"'"' '~''' ' """ ~" ' /'---. ~ ~ ~~ ~ C. Area x Rainfall x Runoff Factor '~' ~" "~ " ,~ ~ ' " '-~"' 'q ~ ' / 10,-0 dia. x 3'-8" Solid Dome : 108.7~. TOTAL ~ /) _ _ , ,~ ~X~X ~ ~ ~ 519.3 ~. provided > 495,4 ~. required ' X ~ ( "' ~ %%%:~ '~'~/ , ~' :~ -- --Inter. al bo.nda~ li.es are shown for the D. Area x Rainfall x RunoffFa¢or /~ ~'";"1'~ /~4.*o . ~ ~ purposes ofdenotating areas allowed for 1274sf. x ~/12 x 10 =212,4cf. ~X,~,~ ,] ~ ~ ]~-~/ ~ ~ Suffolk County Development Rights Progrm'm 8'-0" dia. x 2'-9" Solid Dome = 54.2~. ( ~ -~.~ / ~ These lines are for reference only and are 8'-o" dia. x 4'-0" Storm Drain Ring = 168.9 , '% [ ~ / not to be construed as~ separate prope~y TOTAL = ~ ~ ~ ' (~ ~ ~ ~ lines or a subdivision. 223,1~ provided> 212.4el. required r ~2~ ~IDGE ~NE.) Site: '~', ~'F -~ ~ "- // ~' ~/~ E. Area x Rainfall x Runoff Factor ~ 1260, sf, x 2/12 x 0.9 = 189 cf . . ', .// ¢ , ~ 8,-0, dia, x 2',-9,," Solid Dome = 54 2 cf, 8-0' dia~ x 3-6 Storm Drain Ring = 147.8 TOTAL = J KEY MAP 202 ¢. provided > 109of. required AD ACENT PROPERTY OWNERS , SCALE: 1" = 200' - 0" KEY TAX MAP ~ OWNER USE F Area x Rainfall x Runoff Factor A 097-1-22 Joseph ~. Szymanowski Residential 3150 sfx 2/12 x 0.9 = ~75 5 cf. B 097-1-21 Richard E. McNish & ~fe Residential AP EA fl l - SCTMff 1000 97-1~25 1 C 097-1-20 Marion A. Ter~ Residential Uso 3'-8" D 097-1-19 Cheri Batson R~sidential AR'EA ~2 - SCI Mfl 1000-85~2-10 3 10'-0" dia x Solid Dome 108 7 cf E 097-1-18 Charles Ca~se~s & ~fe Agricultural AR EA fi3 - SCTMfl 1000-85 2-102 2 lO'-0" alia x 3'-0" Storm Drain Ring 410,6 · OTAL 518 13 G 085-2-12,2 Hilda Jiminez Residential 518 cf provided > 475 cf required H -0~-2-12.3 Anthony C, Sturcken & ~fe Residential I 085-2-11.3 Joseph Reilly Agricultural J 097-3-1 Joseph ~. Ma~d Jr & Alexandra Residential K 097-3-2 John G. Bailey & ~fe Residential , L 097-3-3 ~ltia~ Midgley Storage M 097-3-4 Helen Z. Rogers Residential N 097-3-5 Doris B. Richmond Residential O 097-3-6 ~lliam Midgiey Jr & ~fe Residential P 0~7-3-7 William Bauer Residential SANITARY SYSTEM Q 097-3-8 Chord Nanninga Residential , HYDROLOGIC ZONE: IV - 300 gpd/Acre R 97-3-9 Isabel Ross Residential ~ ALLOWABLE SEWAGE FLOW: 300 gpd X 49.42 = 14,826 gpd S 097-3-11.6 Nice Real~ Corp. ¢o Richard J. Russell Vacant T 97-2-1 Saeed & Maria Hashemi-Davani Residential SEWAGE DESIGN FLOW: U 97-2-23 Paul & Cheil Vivano Residential 1. Proposed Addition 137 8 gpd V 97-2-2 Edward & Denise Zuhoski Residential Case & Vehicle Storage (0 04 gpd/s0 0 04 gpd X 3446 sf = 137.8 gpd 2. Existing ~ne~ Offices (0.06 gpd/sf) 22.6 gpd 0.06 gpd X 377 sf = 22.6 gpd LOCATION MAP SE rLEME.T ','^.. SUFFOLK COUNTY DEPAR[MSN/OF HFAILTH APPROVED FOR ?,ONS]~UC~IGN T~PE ~ ' struduu:tsl~flo~n rills APPROVAL EXPIRE~ TWO (2) ~RS ~OM [HE DATE dELOW, ~ NO RNN. APPROVN. Sales / Tasting Room (0,10 gpd/sf) 0,10 gpd X 651 sf = 65.1 gpd 65 1 gpd Fermentation (0,04 gpd/sf) 004gpdX2775sf= 111 gpd 111 gpd Storage (0 04 gpd/s0 0.04 gpd X 747 sf = 29,9 gpd 29.9 gpd Repair Shop (0.04 gpd/sf) 0.04 gpd X 427 sf = 17 1 gpd 17 1 gpd Mechanical Room (0.04 gpd/s0 0,04 gpd X 133 sf: 5 3 gpd 5.3 gpd Total Site Sewaqe' Desiqn Flow: 388.8 qpd SANITARY SYSTEM REQUIREMENTS Total sewage design flow = 388.8 gpd Septic Tank: 388.8 x 2 day = 777.6 gpd Existing - Septic Tank @ 2000 gal Leaching pool area required for sewage system, = 338.8 gpd / 1 5 = 259 2 sf. Existing - 3 - 8' dia.x 8' ht. Leaching Pools = 601,2 sf WASTE WATER PROCESSING 1. Fermentation - washdown of tanks 250 gpd 2. Crushing of grapes 200 gpd Total Processinq 450 qpd Leaching pool area required for waste water processing, = 450 gpd / 1,5 = 300 sr. Provide 1- 8' dia. x 12' ht, Leaching Po~ls = 3006 sf. Provide settlement tank (similar to grease trap) for waste water treatment, use 8' dia x 5' liquid depth. Drawn By: rl"'T Date: (~/7¢~ G 8beet Title: SITE PLAN Sheet No: PLANNING BOARD MEMBERS SU; ; jj( p Town Hall, 53095 Main Road RICHARD G. WARD O Chairman v~ P.O. Box 1179 ~ < ' Southold, New York 11971 GEORGE RITCHIE LATHAM, JR- ,Z Fax (516) 765-3136 BENNETT ORLOWSKI, JR. N WILLIAM J. CREMERS ,Jy O - C Telephone (516) 765-1933 KENNETH L. EDWARDS y~~~. ~ PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 22, 1996 Nancy Steelman Samuels & Steelman, Architects 25235 Main Rd. Cutchogue, NY 11935 Re: Proposed site plan for Bedell Cellars SCTM# 1000-97-1-25.1 Dear Ms. Steelman: The following took place at a meeting of the Southold Town Planning Board on Monday, October 21, 1996: The final public hearing, which was held at 7:40 p.m., was closed. WHEREAS, John C. Bedell is the owner of the property known and designated as Bedell Cellars, located on Main Rd., Cutchogue, SCTM# 1000-97-1-25.1; and WHEREAS, a formal application for the approval of this site plan was submitted on June 17, 1996; and WHEREAS, this site plan was certified by Thomas Fisher, Senior Building Inspector, on October 16, 1996; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board authorize the Chairman to endorse the final surveys dated August 28, 1996, subject to a review one year from the date of the building permit. Page 2 Site plan for Bedell Cellars October 22, 1996 Enclosed please find a copy of the survey which was endorsed by the Chairman. Sincerely, l(~- ~~f~~~. J Rlc and G. Ward Chairman enc. cc: Building Dept. Board of Assessors PLANNING BOARD MEMBE~ Og~FFO(,~C RENNETT ORLOWSKI, JR. Off, Town Hall, 53095 State Route 25 Chairman OGy P.O. Box 1179 WILLIAM J. CREMERS o ~ Southold, New York 11971-0959 KENNETH L. EDWARDS ~ Z Fax (631) 765-3136 GEORGE RITCHIE L.ATHAM, JR. O ~ Telephone (631) 765-1938 RICHARD CAGGIANO 'y~~ ~ ~a0`~ PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 5, 2000 Nancy Steelman, RA Samuels & Steelman, Architects 25235 Main Road Cutchogue, NY 11935 Re: Bedell Cellars Winery Dear Ms. Steelman: The Board, at its work session on October 2, 2000, has decided that an "as built" plan will be all that is required for the renovations planned for the existing winery. However, an amended site plan application will be required for the expansion planned for January/February, 2001. If you have any questions, please contact this office. Very truly yours, _ Robert G. Kassn~ C.~I~a.~ C Site Plan Reviewer RGK:ck Cc: Edward Forrester, Director of Code Enforcement LASER FICHE FORM Planning Board Site Plans and Amended Site Plans SPFile Type: Approved Proict Type: Site Plans Status: Final Approval SCTM # : 1000 - 97-1-25.1 Protect Name: Bedell Cellars 10-21-96 Address: 36225 Main Road. Cutchoque Hamlet: Cutchoque Applicant Name: Kip Bedell Owner Name: Kip Bedell Zone 1: A-C .Approval Date: 10/21/96 OPTIONAL ADDITIONAL INFORMATION A tlate indicates that we have received the related information End SP Date: Zone 2: Zone 3: Location: Cutchoque SC Filing Date: CandR's: Home Assoc: R and M Agreement: St'E„"~d'.i i? D ^ ~ - ,--n'-~-~ SCAN Date: ~ _ _ SITE PLAN _ Presubmission conference _ - (wi[hin ,i0 days of written request) Complete application received 6 ^ '~b (within 4 months of presub. conference) Application reviewed at work session r5 - I~ ~ ro-~ t~"J (within 1 U davs of receipt) "ro l~'` l r " ~ (/Applicant advised of necessary revisions ~ (within ~0 days of review) c 3 / rro i ?Re~~ised submission received ~xro. oK uq't OK ixro. °I Lead AgencS~ Coordination ~ /P' d :;EQRA determination ~ y~~b o F:EFERRED T0: 0 0 Zoning Board of Appeals (}f ~ 1:x.1 vsr zo N (written cotnments within 60 days of request) EW°, Baacd of Trustees l-~+(~ , ro-~ oK ~ - wilding Department (certification) st'Y~l° i1 ~ b oK ¢W ~~t~ n w ~ Suffolk County Department of Planning ~ ~"ro oK c2~ ~ ~partment of Transportation -Slate pro.` aK a ° Dep rtment of Transportation ~ County JId~' 1M1D~ aK of olk County Dept. of Health ~ ~ b ~o` oK Ice Commissioners Sent: b'~ -9`z. r, H •r_ O~ 7-JS-y6 Received ~1/9-Y~ . RECEIVED: Draft Covenants and Restrictions pro.` oK Filed Covenants and Restrictions Landscape plan Lighting plan ~ ,ro.` oK ~m ~ {S ~nlcb Cut approval °K Health approval _ ~x~ro.t oK un i Dtainabe plan 6 %'d ~ ~d ixro. oK l~viewed by Engineer S 6 t")~ ~ ~ 6~<y-~•~b ,ro,` ox i~s~T ~rARfiY~- -~--~~o~/.E ApFroval aC 1tc pfai~~~Rf -with conditions Endorsement of site plan Certificate of Occupancy inspection pro.` aK , i,, i _ One year review "LD` 1~ PI.AIVNING BOARD MEMBl~ ;--'S~~~Q(~~=. ;~~D L'~ ~ ~ Town Hall, 53095 ~3aim Road RICHARD G. wnx.D ,~r,~~0 G~~. P.O. Box 117s Chairman GEORGE RITCHIE LATFL9bt. JR. ~ C Southold, New York 11971 ti Z y Fax (516) 765-3136 BENNETT ORLOWSHI. JR. ,r. T WILLIA.YI J. CREMERS ~ ~ ~ ~,v Telephane (516) 765-1938 F~NNETH L. EDWARDS ~~~ol ~ ~aO~. , Date Received Date Completea Filing Fee PLANNING BOARD OFFICE TOWN OF SOUTHOLD APPLICATION FOR CONSIDERATION OF A SITE PLAN New Change of Use ^Re-use Extension Revision of Approved Site Pllan~- Name cf Business or Site: t _(~'"~l ~ t~l~~,'~ II Locaticn:~~222L~ r'~~It'~ ~~1. Address: ,)}~C~_}' t ~ . ~Y, Name of Applicant: / ~ I ~ ~~-,I I Address of Applicant: ~~?2~ ~ II'1 ~~~~)t Tom, ~ I _ Telephone: _ J,~_~,~ Owner of Land: ->arytc. ~]`rNP_ Agent or Person responsible for application: E~1"1'-.t d (Yk~]Y ) Address: ~F_~~~~~ I`~irl ~(rl-~1~,~~e, ) Telephone; 7~ ~~~-,,c=~ Site Plans prepared dY: ~JYlil ~=`~/c=~',II'~ ~~1") ~'?"~i License No.: 017953 Address: ,~C~~~~> 'IIYI ~C~~ '.l~1~'~^~"~Dt_~~, Page 3 Planninq 8oartl Sl[e Plan AROtlcatlon Total Land Area of site tacres or square feet) -C'. Zoning Ofstrfct _ ' I Existing Use of Slte~~j7NCs WIN~~'_`~~ r~r >>'1~ Proposed Use of Slte ~~amP. Gross Floor Area of Existing Structures! Gross Floor Area of proposed Structure{s! -1~Percent of Lot CoveragA ICY Bulttling(s) Percent of Lot for parking Cwhere applicable! - Percent of Lot for tandsc3ping (where applicable! Has applicant been granted a variance and/or special exception by _~__Board of Appeals -Case # & date Board of Trustees - Case # & date NY State Department of Ehvironmentaf Conservation -Case # & date !RG SufFoik County Department Health Services - Case # & date Case Number Name of Applicant Date of Decision Expiratlon Oate Other Will any toxic or hazardous materials, as defined by the Suffolk County Board of Health, be stored or Handfed at the s(te? If so, nave proper permits been obtained? Name of issuing agency Number and date of permit NO ACTION fEXCAVAT/ON OR CONSTRUC77ON1 MAY 8E UNDERTAKEN UNTti APPROVAL OF SJTE PLAN BY PLANNING BOARD, VIOLATORS ARE SU6t1ECT TO PROSECUTION. ~ i Page 2 Planning 9oard Site Plan Apo1lCeClon APPLICANT'S AFFl6AVfT SPATE OF NEW YORK COUNTY OF SUFFOIX eJl-~n~ C `--L ` being duly sworn, deposes and saYS that he resides at as{~ ~ucct r~oNO r C~Tcrto~~3 ~ t X53 S in the State of New York, and that he is the owner of the above property, or that he is the bra JnP_ r of the tTiCle) Ispccffy whether Partnprshlp or Corp,) which is hereby making appllcaUOn; that there are no exisring structures or improvements on Che land which are not shown on [he Sfte Plan; that the title to the enrire parcel, including all rights-oF-way, has been clearly established and is shown do 5altl Pian; that no part of the Plan Infringes upon any duly flied plan which has not been abantloned bbth as to lots and as to roads; that he nos examined ail rules and regulations adopted by the Planning 60ard for the filing of Site Plans and will comply with same; thaC the plans submitted, as approved, will not t7e altered or changed in any manner without the approval of the Planning Board: and that the actual pnYSical Improvements will be installed In strict accordance with the plans submitted. Signed; ~ r ti (Ow r4_ Signed IPattner or Corporate Officer and tIt10) Sworn to me this ' day of~J p19~_ ~ , Mot ry Publ)c) SHSIWJ,N0.QY Ibty PuWk. State d kex~ Yak No. 4896735 J S a , 741f J 12/ST-Text 12 i PPOJECT LJ. NUMBER 6t ~.~t SEV R ~r Appendix C State EnWrenmantal Oualhy Review SHORT ENVIRONMENTAL ASSESSMENT FARM For UNLI57E0 ACtitlNS Oniy PART I-PROJECT INFORMATION (To be completed by Applicant or Protect sponsor) 1. APP CANT (SPONSOR 2. PROJECT NAME r ~ t,~ J. PROJECT LO ATION: \ Municipality ~,~(J County PRECISE LOCATION ISireel addr and road inl6raeetibna, prominent landmarks, etc., ar prpvitle mapl C~;17}c--~'k_1~~K~. ~l~ ~1~~3~a 5. IS PROPOSED ACTION: ? New Expanalon ? Modlfldatlonlalteratlon . 8. Q~SCRIEE,PROJEC~eR,EFLY: ~~~jy-~~jr, } ~Y~~ )2~ !G~ YK-'-l.l) c I <a.~~Xh~)Y~'~ U7 'Y~l''C~ 7. AMOUNT OF LAND AFFECTED: Initially 8Erla Uitlmately dcrea 8. WILL PROPOSED ACTION COMPLY WITH ExISTING ZONING OR OTHER E%ISTING U1N0 USE RESTRICTION37 Yea ? No II No, deacrltle bdlrly 9. WHAT IS PRESENT LANG USE IN VICINITY OF PVIOJ ECT? rr~~--~~ ~9esldenllal ? InduaUlal ? ColOmdrClal LJ AgrlcWture ? ParklFOrlsUOpln 9paEa ? OtMbf Oescnhe: t0. DOES ACTION INVOLVE A PERMIT APPROVAL OR FUN4ING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY IF'eDERAL, STATE OR LOCAL)? ~,Ves ? No If yea. (let agenEyle) and permitlapprovab C~li'~ It, ODES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIt OR APPROVAL? Yea ? No If yea, (let agency namf anp psrmlUapproval 12. aS A RESULT OF PROPOSED ACTION WILL ExIbTING PERMITIAPPROVAL REQUIRE MODIFICATION? ? Yea ,®No I CERTIFY THAT f-NlE INFOFflA~jA`fl\ON PROVIDED A80VE IS tRUE TO THE BEST OF MY KNOWLEDGE Applleanusporoor name: ~ ~H"' CK' 1 J ~L-L oaa: 6~ ~ " ~ Signature: If the action is in the Goastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding wkh this assessment OVLA i a 'L S A M U E L S& S T E E L M A N D Sertember 27, 2000 SEP 2 8 Y(NNi Mr. Robert Kassner ! Town of Southold Planning Department SoutiloldTOWn P.O. Box 1179 Planning Board Southold, NY 11971 Re: Bedell Cellars Cutchogue, NY Dear Mr. Kassner, Enclosed please find a copy a letter from the Town of Southold Landmarks Committee approving the design of the front facade of Bedell Cellars. If we can answer any questions, please do not hesitate to call. Sincerely, Samuels & St,/eelman Architects Nancy elman, R.A. Enclosures ARCHITECTS 25233 MAIN ROAD CUTCHOGUE, NEW YORK 1193_i (6311' 346405 FAX (63 11 7 34-640 • • • ,~r~~xr~ • ~~VQgUFFQ(~-CO ~ J~ G\ N ~ _ . Fax (516) 765-1823 ~ ~ x Town Hall, 53095 Main Road Telephone (516) 765-1800 O ~ ~ P.O. Box 1179 4fp1 ~ y Off} Southold, New York 11971 SOUTHOLD TOWN LANDMARK PRESERVATION COMMISSION r''.. September 22, 2000 TO: Southold Town Building Department FROM: Southold Town Landmark Preservtion Commission RE: Building Permit Application for: 36225 Main Road, Cutchogue Tax Map: 97-7-25.1 SPLIA C U-63 The Landmark Preservation Commission has reviewed the architectural plans submitted by Samuels & Steelman for the proposed work on the above mentioned property and gives its endorsement for both the work on the house and the barn. A resolution on this was passed at its September 21, 2000 meeting. Thank you. .r S A M U E L S& S T E E L M A N September 20, 2000 Mr. Robert Kassner D 11~~~~ Town of Southold Planning Department fi D P.O. Box 1179 $EP Q 5 ~ Southold, NY 11971 Re: Bedell Cellars Southold Town Cutchogue, NY Planning Board Dear Mr. Kassner, As per our conversation, I am sending you preliminary Design Drawings for the interior renovations and facade improvements to the existing Winery at Bedell Cellars. Please review these drawings and call me if you have any questions or concerns. I have summarized the extent of the project below. The proposed interior renovations will include the following: 1. Relocate the existing Tasting Room into an existing storage area. 2. Anew stair to the existing mezzanine. 3. New toilet rooms in the existing maintenance area. 4. Convert the existing Tasting Room into an office area. 5 . New interior finishes in area of new Tasting Room and Mezzanine. 6. New basement and Mechanical Room. 7. New plumbing, electric and HVAC systems. The exterior renovations will include the following: 1. New wood entry doors, sidelites and transom window centered on the existing Cupola. 2. Extend the existing roof over the new entry with a slight curve at the fascia. line. This roof will be bracketed at the face of the building and will extend approximately 6 feet. 3. Remove existing bay window and provide new windows at new office area and tasting room. 4. Provide new windows on gable ends. 5. Replace the existing asphalt roof with new cedar shingles. 6. Replace the existing beaded board siding with new cedar shingles. ARCHI I ECTti 25235 MAIN ROAD CUTCHOGUF, NEW YORK 11935 (637) 731-6.1(15 FAX (G 311 711-f 407 7 Remove existing barn door at shed and relocate existing barn door from area of new entry. The existing winery falls under the jurisdiction of the Town of Southold Landmarks Commission. The preliminary design of the facade improvements were submitted to them for an initial review. At their meeting last night they approved the proposed renovations. I will be receiving a letter from them next week and I will forward it to your office. If we can answer any questions or provide you with any additional information, please do not hesitate to call. Sincerely, Samuels & Steelman Architects Nancy elman, R.A. cc: Mr Michael Lynne Enclosures ' yr'K S A M U E L S& S T E E L M A N o Sertember 27, 2000 SEP 2 8 ZUUU Mr. RobertKassner 1 Town of Southold Planning Department Southold Town P.O. Box 1179 Planning Board Southold, NY 11971 Re: Bedell Cellars Cutchogue, NY Dear Mr. Kassner, Enclosed please find a copy a letter from the Town of Southold Landmarks Committee approving the design of the front facade of Bedell Cellars. If we can answer any questions, please do not hesitate to call. Sincerely, Samuels & Steelman Architects f , ~72C Nancy elman, R.A. Enclosures .AKCIIIIK Iti 25L1'> MAIN ROAU CUTCIIOGUF. NLW 1'(1RK 11035 (631) _ is-6-lOS FnX ~ I 1 i Sl-6J07 ~ • • o~~gUFFO(~-COG , .J y` 0 ` y x ~ Town Hall, 53095 Main Road Fax (516) 765-1823 ^t Telephone (516) 765-1800 3 O ~ ~ P.O. Box I l79 'J1p1 ~ ,/z" 't' ~~Qt¢'~'~i Southold, New York 11971 SOUTHOLD TOWN LANDMARK PRESERVATION COMMISSION ©/o~~ ~r-~ September 22, 2000 TO: Southold Town Building Department FROM: Southold Town Landmark Preservtion Commission RE: Building Permit Application for: 36225 Main Road, Cutchogue Tax Map: 97-1-25.1 SPLIA CU-63 The Landmark Preservation Commission has reviewed the architectural plans submitted by Samuels & Steelman for the proposed work on the above mentioned property and gives its endorsement for both the work on the house and the barn. A resolution on this was passed at its September 21, 2000 meeting. Thank you. ~ ~ s~ ~8 - STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY EDWARD J. PETROLJ, P.E. 1"IAI.iPPAI.IGE, N.Y. 1 1 78 8-5 5 18 JOSEPH H. BOARDMAN REGIONAL DIRECTOR ACTING COMMISSIONER Apri130, 1997 Mr. John Bedell Bedell Cellars Main Road, Route 25 Cutchogue, New York 11935 Your March 26. 1997 Submission Bedell Cellazs Route 25. Cutchoeue N Y.S. Permit 10-96-0349R Deaz Mr. Bedell: Your request for a new entrance to the west of the approved entrance/exit of your winery has been reviewed by this Department. The horizontal curve on Route 25, just west of the proposed driveway, severely limits sight distance at this location. Eastbound vehicles on Route 25 would have insufficient time to react to a vehicle stopped in the travel lane waiting to tum left into the proposed entrance. Since the existing driveway is at the east end of the site, more sight distance will be available. The lack of full. shoulder width in this area also contribute to a potentially dangerous situation. In addition, sound traffic engineering practices attempt to limit conflict points along arterial highways such as Route 25. Since this parcel already has an approved curb cut under the above referenced permit, and in consideration of the aforementioned field conditions, it has been determined that an additional curb cut for this site is not appropriate. Questions regazding this matter may be directed to Mr. Gary Hills of this office at (516) 952-6020. Very truly yours, r ; ~ F l,. ~E,~iiN ~tf#tSMas F. OELERICH, P.E. Regional Traffic Engineer ' SAY 5 cc: Valerie Scopaz, Town of Southold-~~' TFO:GH:JS - 1r' ~ • Southold Town Planning Board 4 October 21, 1996 WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act, (Article 8), Part 617, declared itself lead agency and issued a Negative Declaration on August 26, 1996; and WHEREAS, this site plan was certified by Thomas Fisher, Senior Building Inspector, on October 16, 1996; and WHEREAS, this approval is for the entire 22.938 acres comprising SCTM# 1000-125-1-p/o 2.31 & 2.32; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board approve and authorize the Chairman to endorse the final survey dated September 18, 1996, subject to a one year review from date of building permit. Mr. Cremers: Second. Mr. Ward: Motion seconded. All in favor? Ayes: Mr. Latham, Mr. Edwards, Mr. Cremers, Mr. Ward. Mr. Ward: Opposed? Motion carried. (Chairman endorsed surveys) Mr. Ward: 7:40 p.m. Bedell Cellars -This site plan is fora 3,446 sq. ft. addition to an existing winery. SCTM# 1000-97-1-25.1. Is anybody here that would like to address the Board? If not, all is in order to close the hearing. Mr. Edwards: So moved. Mr. Latham: Second. Mr. Ward: Moved and seconded. All in favor? Ayes: Mr. Latham, Mr. Edwards, Mr. Cremers, Mr. Ward. Mr. Ward: Opposed? Motion carried. What's the pleasure of the Board? Mr. Latham: Mr. Chairman, I'll offer this. Whereas, John C. Bedell is the w Southold Town Planning Board 5 October 21, 1996 owner of the property known and designated as Bedell Cellars, located on Main Rd., Cutchogue, SCTM# 1000-97-1-25.1; and WHEREAS, a formal application for the approval of this site plan was submitted on June 17, 1996; and WHEREAS, this site plan was certified by Thomas Fisher, Senior Building Inspector, on October 16, 1996; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board authorize the Chairman to endorse the finai surveys dated August 28, 1996, subject to a review one year from the date of the building permit. Mr. Cremers: Second. Mr. Ward: Motion seconded. All in favor? Ayes: Mr. Latham, Mr. Edwards, Mr. Cremers, Mr. Ward. Mr. Ward: Opposed? Motion carried. (Chairman endorsed surveys) Hearings Held Over From Previous Meetings: Mr. Ward: Georae Bambrick -This proposed lot line change is to subtract 7,096 square feet from a 23,700 square foot parcel and add it to a 7,000 square foot parcel. SCTM# 1000-59-5-7 & 8. Subject to any comments from the Board or people here, all is in order to close the hearing. Mr. Latham: So moved. Mr. Edwards: Second. Mr. Ward: Moved and seconded. All in favor? Ayes: Mr. Latham, Mr. Edwards, Mr. Cremers, Mr. Ward. Mr. Ward: Opposed? Motion carried. What's the pleasure of the Board? i AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as BEDELL CELLARS by placing the Town's official poster notices(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on October 21, X996 I have sent notices, by certified mail, the receipts of which are attached, to the owners of record of every property which abuts and every property which is across from ~~yto~brc Q~ private street from the above mentioned property on '1996. uRAL TAI.GAT Your name (~prin~t) L~~ ~ Siq~nature AMUELS & STEELMAN ARCHITECTS 25235 MAIN ROAD, CUTCHOGUE, NEW YORK 11935 Address October 15, 1996 Date LIwlPO110EICl1 ~?,~Lic ~ c^''~~-c C~ ~N_o i8uM OcC~a~~dy~ Notary Public 19.E PLEASE RETURN TH/S AFF/DAVIT AND CERT/F/ED MAIL RECE/PTS ON THE DAY OF, OR AT THE PUBL/C HEAR/NG Re: Bede~U Cellars ~ Q ~ , ' , I =i SCTM#: q~-I-ZS•I Date of Hearing: lo~zl ~ 2 ~ $OUTNOLD )'id..~W PLANNING BOARD I P 4c6 746 329 P 426 746 323 US Postal Service Receipt for Certified Mait US Postal Service No Insurance Coverage Provided. ReCQlpt for Certified Mali Do not use for Intemational Aail See reverse No Insurance Coverage Provided. Sem ,~.t~r Do not use for International Mail See reverse "L', Sent/ SU $ fpymher o / is~= ~[tr-n ~ ~ ro-n l ~Lti { Y~ .~>K 'treat ,Number Poet O@ice, State, aZlP Cade~~,o..-sue-~~ ~ ~>i?c~ ~ 7 S P°~Office, State/ZIP ode Postage $ a_-_ _ _ ~/usu~- L l ~ / PosWga $ 3 Certified Fee , i O 1 also Wish to receive Cenilied Fee spedal Delivery Fee following services Ifor an e ~ ' I0 r et we un fNl; Spatial Delivery Fee f 'i Restdged Delivery Fee I( epaee f. ~ Addreeses'e Adore ' N Resrrided Deliv Fee ~ Retum Receipt Showing to u> ~ I~' ~ Whom BDate `.10 nn "v"rb°r 2. ?Reatricted Delivery m Retum Receipt Showingto ' .a Retum R ~ hgro. Conadt ostlnpter for fee. =whom & ba , i 0 Date, 8 ' A ~ n Rehm R _ 4a. rti~c1le Number .y`/ < Dat j ~ TOTAL J9e8F $i :..E .~.7'- / 7-Z~ /T~ p &8 s'>d "c. I O TOT Qb 8 F ~ a ~ Poslma or ate q ; 4b. Service Type pD ~ - ' € 19yg ~/1...'r` t ? Regletered ? Insured ro Post o Date, y (l"cP~~Y ? Certified ? COD to ,1 'J j a ? Express Maii ? Retum Raceip rn ~~Si>c / a ,_`„~r 7. bate of Delivery - ~ c,~~.., . /,r a 8. Addressee's Addreea }Only I} req m A T' a ad f _ and fee is paid) ~ ....ry„ . , ,V ~ . ~ Postm \ r ate 1 ~i ~ ; E Poslma or ale a ~~PS DOMESTIC RETURN RE' a I ,T I ~ ~ Postm ate ~96 PosTm9acary7er~, - - - . y7 end ee rs par 0 0 a USP~ a c II _ DOMESTIC RETURN RECEIPT O TOTAL e'~tgge & F ' ~ ~ ._..._..-...r-._..-.P.._ . ~ . _ ~04. € Poslma cor ate _ _ ~ PostmadE Or Date end fee is paid) LL ~ O ' Vl ~x LL \ ( _ a _ ~ a - ' - 1-0B° DOMESTIC RETURN RECEIPT O TOT t.Ppsuge 8lF¢ee , ~ Posgnark rOate ~ > Poslma cor to "_~------~j~-j~-~.~-7~..___ E ~ I ri r 8, Addressee's Atldress (Onty N requested rn ~`e ( t r...j and fee ie paid) v n..w..s~"'' c 4 vv-- _ .n fleNmR lipd~m VMole, Date,B s e7-0e! DOMESTIC RETURN RECEIPT r7~ DOMESTIC RETURN RECEIPT O TOT L`P~stage $'Fv es _ rA E Post alp Sate ~ ~.,_:J _ ..._.._„~'l~~~- I 8. Addressee's Address (Only if requested ~ a \USn^ .r~ and fee is paid) rn 1 _ . n ReNmReq 51 inglny opt, _ ~ wee DOMESTIC RETURN RECEIPT r-0ee DOMESTIC RETURN RECEIPT Date, $ e5 PddrjBlc ' O TOTAL ge 8 F _ d C ~ Poslma or e °JO 4i I ~ Posim ate 5 , , ~ 8. Addrosaee's Address ( My If requested LL SPg r LL i.;j; s~ i °N' a `'Sal 5 _ o ~ - ~'"~'~°°rF"°CJOf~- - - ~ STIC RETURN RECEIPT ~ TOTAL e1F ~ lJ IT~~ . _ ~ Poslma or e F ~ I__ O TOTAL ~ r 8 Fe~ ~ 5 Z, E ~ , m _ ~ Pastma or e ti ,rl ~ ~ 'i1~1 l'. N S7~'.7`/°'! ILL a oaf a e Dt1ME8TIC RETURN RECEIPT m Y ,--s~-'--- - E Post ark De )~;n ! G^,,. ~ U Poslma ate N ~sPS o 1996 " a _ a LISPS i w Sub~r~iixsion Without a Coi+er Lelter Sander: ~IL1f1Gv~ S tee~1 mci n Sul~jeel: ~e~{2,~II ~e~tlans sCT~rr~: rood- q 1- I- Z S. I Dafe: ~ ~ Comments: CltJt,U Guy ~Q~tln i p ~C~~U J[~ OCT 2 I Igg6 ~ J~ SOUiiiOLD 70WN PLANNING BONRD FFpl1 IJYSDi REGIOhJ iFJ TFAFFIC FHOIdE PJf]. 515 95.E 5G~?9 -a P6RM I?p (9~~+) t~ dF NEW YOiI,K,,.p~P' r/~gJM,EN7,gF TRAM ATION HidFIWAY.WOgK PERMR , , Permk Fee""'. ~ . ~ ParmN No. ~.~-g6.. ~J49 _ 7~r 5 • Project IdenfNlcaBOn No Tote) Received = 175.00 Eaq~kation Date: ~ ~ 725.00 $H No.: Check or M.O. o.: 8347 ~ _ _ ~ ~ ^ ~ Deposit Rec, Mr S 8229 ~ f Check or M.O. No.: 0.00 _ Dated: / ~ •peRMase: Estimated Cost of Work Performed In the BtMa RlpMot-Way 3 0.00 - Bf 1ELL vINEVARDS, INC. ChargeetNetoBondNo.r SU2027975 RI C , 36225 MAIN R0. - or UndeAaldng on file: 54gA.00 ) 'G rCNOGUE, NY 1I~35 Y BDEng Address compl.r. n dme,erd enm eeeral Retum 01 Deposk Made Payable to. (convl+u M aeerent aom P•n,Yeee) I ' 1 - - i ~ , ' Y S Under the pros rons of Bie Highway Law Or Vehicle 6 7ra8~ Lard, penfYisebt7 M hereby granted to the psnnktes to: TO OPEN THE NO rN SIDE OF SiRTE ROUTE 25, E/0 BRtOSE IANE, CUTCH06UE, FOA_THE WRPOSE.OF-IMSTALLtfIE,NEN ACCESS TO BE a DELL YlNERY; A ' MORK HYS SPECS OR ASDBE MAINTENANCE AND PROi~CTtON OF TRAFFIC ftESD. DF PERh1TTEE AT ALl TIMES ETC. THE PERMITT EIS RESPONSIBLE FOR THE MAINTENANCE AND PROTE'C710N OF TRPiFFIC,, ANYpNE WORKING IN THE STATE HIQHWAY PIG iT-dF-WAY 18 AEgUtRED Yd WEAR HI4H VI6181LITY APPAREL (ORANGEIYELLOW) AND HARD HAT. i County - r MuMcipakty - ~ , S' FOLK SOUTNOLD Route! • 25 as eel fOAh ern represented In the attached application at the particular Iecatlon or arse, or ever Ure routes as elated 111efelfl, N regWred; end pureuanl to tF~ condklons and regula?loirs general or special, end methods of perfortnltlg work, M afty; eH d whkh are set rorDt In the appeceNOn and orm of eiis peimH. b~ . - r, Datedal• HAUPPAUGE:, N-Y. ~ tc, ' ~Yruti 'Commlast;' otT. Olt' Date Bignr L• 10/17 /9b , , a~,.. ~ , k>tp+,mnepo~U g~ ~ IMPORTANT THIS PERMR, V TH APPLICATION AND DMWMW (OR COPIES TNEREDF) ATFACNED SMALL SE PLACEb IN THE HANDS OP THE CQNTRACTOR BEFORE ANY M lRK SEOH18. THE HIITfIWAY WORK PERMIT SHALL SE AVAILABLE AT THE SITE DURING CONSTRUCTION. BEFORE wtKtk S STARTED AND UPON fT9 COMPLETION, THE PERMRTEE ABSOLUTELY MUST NOTIFY THE RESIDENT ENGINEER, r,,. 'roc' .TORN YDUNOMAN 1900 COUNTY RD N58, (516727-1731 RIVERHEAD, NEN YORK 11901 t1POH COMPLE YON OF WORK AUTHORIZED, THE ftiLLOWSHt YTE:L"SE COMPLEYEO, STONED BY THE PERRAfTTEE AtN) DELIVERED TO THE Work sudtarfza by this permN has bean oortptetid: Refund of tlepoeN ar return/retease Of bond Isrequested: . : - - . DA E _ _ R+ D AGF11T Airy) Work authorize Dy this permN Ras bean'setietaclergy b6mpfeTea`er~i ki'socepted. Reveres aide of ttib form must be t:ompletsd. Rekn f,oTDeposNbatrtharized _ _ _ ? Relw of Bond k atttltorized _ r Q Arent el tSYe/yBd.egahret.9ondmayba.released--~-...._..;.,.__-._..___-..~..~...., _ .._w._a ? Refal 9ohd idr future permks O t~ .Vt. ' "i?~E~ - ~ `~?P~ ~!L1A 3Utfit 8Y 3Vp3~ {Y~Jt41ATfJ"' 'r,.. gM~O'.1( " T,. •','{fit-1:' ~ yri~,irl~r'T`e',~.'. 7Tw Regional C ke wNl forward tlrk form to the Main OMlcs wkhtM ipproprlate bolt ducked Q Plan cloeetl . ~ ' _ e ! '1+Uf`'T~'~ rJ4.."'.. -r'ry'~ Fes" . ~ ? Band rtumed/released 0C7 2 ~ ? RefUr r Of ~uarentae Deposk on this pannH Is authorzed Q Olhe, SOUTHOID TOWN ' PLANNING BOARD DATE EGIONAL TRAFFIC ENGINEER The i6auing stn odry resarve6 the dgM to suspend or revoke'this permit, at Ns discretion without a hearing orfhe necessity of showing cause, ekher before o 4uring the operelbns authorized. 'The PermNtee el caress an approved copy of the applcation to He end remain akaahed hereto untN all work Under the permk Is eatlalactodly oanpisted, Ina oortlarlre wkh the larme of a+e akached application. All damaged or disturbed areas reauMing from work performed pursuant ro mss Oem+k will ( t repaired to the salislactlon of the Depanmenl of Trenaponelion. ' Upon comps .Ion of the work within The a}ptp highweY riyyht;of-way, authortxsd by the~work~permit, the person, Brm,corporatlon, m~nlupalnr w stale depertmem or ageney, and his or ka aucaasors M Interest, shall be responeibie for the maintenance end ragas ar euc wort or portion of ¦uch work M alt forth within the terms and eonditlone of the work permit. - • • oc~T. Sg. 199E Ssr~rl P 1 FR011 h1Y$pi P-.EO I Ohl 7.8 TP.FIFF I C PHONE NO. 515 952 6l'~? CcD`VEIt SI~FE'Y' NE'W YORK STATE ION - DEPARTMENT OF TRANSPORTAT - REGION 10 a TRAFFIC ENGINEERING & SAF*TY New York State Office Bldg. Hauppauge, N.Y. 11788 Fax: (516) 952 - 6029 Phone: (516) 952 -6020 / 1 ATE: .__-_-L_Q ~ FAX;9~ 73. - ~ TO: ~ . 1 RUM: ,5 T R ~;MARKS: -k=i?--t''1-~.t.(.~ iD - 9~Q - 03 5L9 ,~E~~~/~'~~~,~C~~ij,~~~+~~~i~ 3eT~I~S ~aoo- 47_/'"~,;~.. f~o-d~_gs.- /~~~3 uGhL°~ REQUIREMENTS FOR SITE PLAN ELEMENTS & ~RTIDT~~E~R7„~~ i SECTION-BLOCK LOT TAX MAP NUDIBE3 b _ n~ ~ r~~ 'Y ~ ~I //,NAME & ADDRESS OF OWNER OF RECORD Y OGT ' ~ ~'~INAME & ADDRESS OF PERSON PREPARING MAY ~.iDATE, NORTH POINT AND WRIT"PEN & GRAPHIC SCALE y'~u. ~p[1TNOLDT~'vvN /TANNING BUARD ~~UP_SCRIPTION OF PROPERTY & INr^ORMATION TO DEFINE BOUNDARIES ~;jLOCATIONS, NAMES & EXIS'ING WIDTP[S OF ADJACENT STREETS &C.URBS "'ILOCATION & OWNERS OF ALL apJOINING LANDS, AS SHOWN ON TAX RECORDS Iii --~-iLOCATION & PURPOSE OF ALL EXISTING AND PROPOSED EASEMENTS -~'ICOMPLETE OUTLINE OF EXISTING DEEll RESTRICTIONS APPLYING TO PROPERTY EXISTING ZONING AC AREAS SUBJECT 'PO FLOODING OR STORM WATER OVERFLOWS 'iWATER COURSES, NLARSHES, WOODED AREAS, TRF'ES 8" IN DIAMETER OR MORE ANY BUILDING WITHIN 100' OF PPOPERTY O iPAVED AREAS, SIDEWALKS, VEHICULAR ACCESS TO PUBLIC STREETS ---iEXISTZNG SEL•7ERS, CULVERTS, WATERLINES G7ITHIN OR ADJACENT TO PROPERTY ~IFENCING LANDSCAPING AND SCREENING Q PROPOSED BUILDINGS OR STRUCTURAL IMPP.OVF.MENTS I ~~OFF STREET PARKING AND LOADING AREAS ~i OUTDOOR LIGI[TING OR PUBLIC ADDRESS SYS'PE:~1S OUTDOOR SIGNS• ~c~~'~ i 239K SIDEF7ALF~S LOC 'PIONS WIDTHS: SIZE OF WA'T'ER ANll S •.NEI' LINES ~ ,i ~ ~ ~ ~ it • COUNTY. SUFFOLK STATE OF NEW YORK ss: o y a a ~ w O ~ ~ j~ Pau~icia C. Lollot, being duly sworn, ~.i~-~ II ~ at ~ x q ~ ~ v ~ she is the Production Coordinator, of the TiZ ~ ~ ~ W o ~ ~ o ELER WATCHMAN, a public newspaper printE~~ o w o O a ~ ~ ~ at Southold, in Suffolk County; and that the rn ~ c ~ ~ O~ ~ tice of which the annexed is a printed r~,i > ~ ~ ~ has been published in said Traveler Watchn~,~~ • ~ ~ ~ Q once each week for U w N / ~h't ~ ~ . ~yy p ~ o ~ ~ w ~ p w ~ ~ ~ ~ ~ ~ successively, comme'`n~ci/ng on the ......~G. / f' .p oryry .G ~ C~a~ ~ '!7 ~ O iT.p ~ O 'i. ~ w ~ i L~-G G/ (s• CO i. FG O'~•p R9 a;o~o 03~~~~~o day 0{ ~L ~ ..I<)..... op y~~ oyT~~d ° a;.b g~ ~wt~ ~"'''J,.a, ~ ~ ...sG C v V ~ w ~ ~ H ~ w0 w ~ LYI ^ 3t PG T.o 'iJ', ~ V-C/~:~~:-' ~F: ow 3`aw°O m1 ° ° ~ g 3 0 5 w~2! w° a.~ ~i~ggw° w° ,o a °sa ~i Q~ c~_~~Ar~'8.~d.s.aw ~a: o ~Gf ~ o ° 3 o v 3 d ~ c 3 3 ~ ° 3 3 Sworn to before~m¢e this cl,n b ° 'C V1 w d ai 'O 'C F I V It ~ o o ~U `o.~U o~:~.~O'C7 Ca''Q'tV f8~~ S~z 8 GU°~~1.~ O ~ N ° W ~ ~ ~~w ~ ~ ii ~ j~~ O 7 O 4" T O h ~~/T.l o-. Cr' ~iCP.y U 3 .a ° ~ ~ ~ 79, g ~ ~ F ~ c o z , o Notary Public o w ~ tV G v w .''9..p V Lam` ° FL°+ 4 ~ V 'eS ~ ~ W ~ ~ o c a, ° S g _ ~ ,~,T BARBARA A SCHNEIDER ~o`~o~, U ° ~ ~ ~ ° z NOTARY PUBLIC, State of New York rn ~ ~ a ^ ~ o eu ~ ~ ~ iw o ~ ~ No. 4806846 c'~ c N ' ~T ° ~ ~ ~ ~ H ~ ~ o o Qualified in Suffolk Coon ~ ~ U a~.~ v, ~ $ c a +s ~ t? R Commission Expires $~3tI I98 ~ o v~ is E .a U q6 e 3 a > a~.' F w~~-• o: d ° coo 3 n ~~f'~O~ 3~ LO~~w° ~ ~`'"~t 3 d~ ~ 'CjQ~~ q ~ ~ wpb NA'~^ ~,P~ ~ C. yfy~yx~ Fy~~PG ~~y +pp~ X~ 4~~ :7 ~ O U vi C ~ •~~w W ~ v~ 16 w.,.~~7 0- o= c~ a .Z.3:y'.~ o ~E°8'ua°'o,°,o~'°o.°ooa°~°~Ew°ao'f~~a :5.`~ W~ ~ w~ w w ~ ~ m~ ~ ~ ~ d ~ a OCT I 11996 x ~ o m ~ o o o ~ M W SOUTii0L0 TOWN a i... ~ :qt ? ~ ~ ~ ' ~ ~ ~ ~ E PLANNING BUARU O,~ y d Erik ~ y~ OXm~'a >+o o °'2 Fwwa-+ ~ E ~a PLANNING BOARD MEMB • ' gUfFO(,~Y RICHARD G. WARD C'~ Town Hall, 53095 Main Road Chairman Y ti~ °y c, P.O. Box 1179 GEORGE RITCHIE LATHAM, JR. 'v o ~ ~ Southold, New York 11971 ti Z ' Fax (516)765-3136 BENNETT ORLOWSKI, JR. a n~ 3 WILLIAM J. CREMERS O ~ ~ Telephone (516) 765-1938 KENNETH L-EDWARDS ~ ~~Q~,~..~ PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Thomas Fisher, Senior Building Inspector FROM: Robert G. Kassner, Site Plan Reviewer RE: Bedell Cellars Main Road, Cutchogue SCTM# 1000-97-1-25.1 DATE: October 11, 1996 Please review the attached for certification. Attachments: SAMUELS & STEELMAN A ITECTS 25235 Main Road ~~4~~ 4Q °~~~~04~°~~~ CUTCHOGUE, NEW YORK 11935 ~ (516) 734.6405 K PAX (516) 734.6407 HATE roe No. TTTENTION RE: TO / V e WE ARE SENDING YOU Attachedv ? Under separate cover via the following items: ? Shop drawings p~Prints ? Plans ? Samples ? Specifications ? Copy of letter Change order ? COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ? For approval ~pproved as submitted ? Resubmit copies for approval For your use ? Approved as noted ? Submit copies for distribution ? As requested ? Returned for corrections ? Return corrected prints ? For review and comment ? ? FOR BIDS DUE 19 ? PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO _ SIGNE vxooun l4¢z ~m~., 6mlm. sm Dian 1/ errclosurea arc not as noted, kindly notify u t once. + ~ NEW YORK STATE DEPA171NgNP OF INVIROfIMII~'PAL CONSERVATION State Pollutant Discharge Elimination System (SPDES) DISQIARGE PERMIT Special Conditions (Part 1) Industrial Cade: 2084 SPDES Number: NY- 0252808 Discharge Class (CL): 04 DEC Number: Toxic Class (TX): N Effective Date (IDP): 10/01/96 Major Drainage Basin: 17 Expiration Date (ExPD): 10/O1/O1 Sub Drainage Basin: 02 Modification Date(s): Water Index Number: Attachment(s): General Conditions (Part II Ccmg>acE Area• 11/901 - This SPDES permit is issued in compliance with Title 8 of Article 17, of the. Environmental Conservation law of New York State and in compliance with the Clean Water Act, as amended, (33 U.S.C. sec. 1251 et.seq.)(hereinafter referred to as "the Act"). Issuance of this permit does not aclowwledge or imply that permittee is in ca~liance with the requirements of this permit. PERNIITTEE NAME AND ADDRESS: Attention: John Bedell Name: Bedell Cellars Street: 36225 Main Road City: Cutchogue State: NY Zip: 11935 is authorized to discharge from the facility described below: FACILSTY NAME AND ADDRESS: Name: Bedell Cellars Locaton(¢,T,y):' Southold Count}t: Suffolk Facility Address: 36225 Main Road City: Cutchogue State: NY Zip: 11935 NYTM-E: NY'IM-N: 4 From Outfall No.: -001 ~ -•at Latitude: 41. 02'~ 30"• .&,Longtude: 72 27~ 30" into receiving waters knoum as: Grourxh~rater , Class: GA and: (list ,other Outfalls, Receiving Waters & Water Classifications) , Co. Tax Map Dist: 1000 Sect: 97 ~ i~ ' B1ocJc: Ol Lot: 25.1 in accordance with the effluent limitations, monitoring requirements and other carditions set forth in Special Conditions (Part I) and General Corxlitions (Part II) of this permit. DISCHARGE MONTinRING REPORT (DMR) MAILING ADDRESS Mailing Name: Bedell Cellars Street: 36225 Main Road City: Cutchoctue State: NY Zip: 11935 Responsible Official or Agent: John Bedell ,Phone: (516) 734-6405 This permit and the authorization to discharge shall expire on midnight of the expiration date shown above and the permittee shall not discharge after the expiration date unless this permit has been renewed; or extended pursuant to law. To be authorized to discharge beyond the expiration date, the permittee shall apply for permit renewal not less that 18o days prior to the expiration date shown above. Distribution: Permit Administrator: A. Yerman, P.E. James Maloney. P.E. R. Hannaford, P.E. Addy _ 15 H~sel~ lace R. Greene ill ' 11738 SignatCire% 1~+~ . , o a.'< Date: 10 O1 96 ~ NYSDEC Permit SPDES NY- 0252808 Part 1, Page 2 of 3 FII~41L EFFIIkNP T.7MT1'ATrONS AND KlII'1CHtING IZM;J[TIIiQ7FITP5 During the period beginning. -•10101/9G - and lasting~unti 10/O1/O1 the discharges from the permitted facility shall be limited and monitored by .the permittee as specified below: Mi niim nn MOn.ltOrln~ F2eQU1r~11eTItS Cutfall Ninnber & Discharge Limitation Measurement Sanq~le Effluent Parameters Daily Ava. Daily Max. Units Frequency ._?1'~ Outfall 001: Sanitary Waste - 389 and - No monitoring required Gutfall 002: Press Process Area - 450 and - No monitoring required ' ~ gacilitl'~ge~3 j__ ° 2~ , . part 1! r~ inen~aa~ e oNS ire as TF~ ~~r tin ~ Q~t~ a7.]sW ~ ~ ~ flaw L ~ ana ~ t~ s~ i~d~~~ea below: t~ 1~ .,,~,..mt 1~Vat~iQ"n(ys/~ 3' ~ P ~r+E~..so. ~t t-: a~YVY^~`K.~ ~ ~ ~ V .S'~ 66 2l~ 1' F LI ~.1J ~t f ~ f _ i ~ t `J'am-~ .~i. 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Ma `r12 TMTi~~_! rJY. rr94L a Q 7 ~ YJV}.NDrUV c+qN ltYi y n . $ 4 FnIGT~.+q oY-,Tti~a ..'E.c.,rr..y V /ibL n2~o,.6oL1'~F. 6,e'pW Rfu> ~ a~ y9j ~ ~ E.eu,N(y rop. .nnS~?•". ~sv.[ ac L~ > ~ U '~6ThTLa 6Y9T6M C.flfhr+G~Oiv IU/ UI'~GrTr ~n b416`P) w.e re r+ t} 'te'a IY"~ N ~ ID MGAE TrA++TwG ~f11V~RG0 V` TfN unnP ^G tl1 90 j'6 C''N4SwUOrb+J. V ypn!""'C-T 7 L~ 1 lp ~ . - ~ q, • ~ ~'u~" ~e STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY EDWARD J. PETRO U, P.E. HAUPPAUGE, N.Y. 1 1 78 8-5 5 18 JOHN B. DALY REGIONAL DIRECTOR COMMISSIONER September 26, 1996 Samuels and Steelman Architects 25235 Main Road Cutchogue, New York 11935 Your September 19, 1996 Submission Bedell Cellars Route 25. Cutchogue Our Case No. 96-139 Gentlemen: This is in regard to the site plans for the referenced project which were submitted to this office for review. The Department's review of this project is being coordinated by Mr. G. Hills of my staff. Upon review of the proposed work, we find that the plans are acceptable as submitted. Prior to issuing a Highway Work Permit, you must submit the required permit fee and Surety Bond (sample enclosed). It is also mandatory that protective liability insurance be provided by the permittee. This must be accomplished by either submitting a completed Perm 17, Certificate of Insurance, in accordance with Option A (form enclosed), or by submitting the fee specified below to be covered under the NYSDOT Blanket Policy. All checks issued to the State of New York must show a Federal Identification Number. Permit Fee (Payable to "State of New York") $550.00 Bond Amount: $5,000 Insurance Fee: $175.00 ,r 3 p ~H ~~gUFFU(~-~~ - RAYMOND L. ]A~BS ~ry~ ]~ES A. RICHTER, R.A. SUPERINTENDENT ~ ENGINEERING INSPECTOR SOUTHOLD TOWN HIGHWAY DEPARTMENT Gy • ~ PECONIC LANE, PECONIC, N.Y. Fax. (516)-765-1750 ~~1 ~ ~a~ Tel. (516)-765-3070 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD September 20, 1996 Richard G. Ward Chairman -Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Bedell Cellars -Drainage review SCTM 1000 - 97 - 01 - 25.1 Dear Mr. Ward: As per your request, 1 have reviewed the proposed drainage for the above referenced commercial project. The drawings submitted were prepared by Samuels & Steelman and dated 617196. The drainage calculations and proposed design meet or exceed the minimum requirements listed within the Town Code. If you have any questions concerning this report, please contact my office. erely, .Jl~/j~,NJ~4~~~ James A. Richter r ~ ~ Z1\~ -J L S A M U E L S& S T E E L M A N September 12, 1996 Mr. Robert Kassner Planning Board Office Town of Southold P.O. Box 1179 Southold, New York 11971 Re: Proposed Site Plan for Bedell Cellars Main Road, Cutchogue ji~P ~ 6 iqg~ SCTM# 1000-97-25.1 Dear Mr. Kassner, We are re-submitting five (5) revised Site Plan Drawings. We have made the following changes as per the request of New York State Department of Transportation. 1. Elimination of one curb cut along the Main Road. 2. Consolidation of Entry/Exit at the existing driveway entrance. Upon further review, and contrary to their original determination, they felt the second curb cut would pose a safety problem for cars heading east and turning into the driveway. Unfortunately, this has delayed our approval from the DOT, but we will forward it to you as soon as possible. If you have any additional guestions, or if we can supply any additional information, please contact our office. Sincerely Sa e & Steel an Arc itects i 2-- / ~~L~--- ancy S ~1man, R.A. / ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (516) 734-6405 FAX (516) 734-6407 RK STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY EDWARD J. PETROV, P.E. HAUPPAUG E, N.Y. I I788'$SIS JOHN B. DALY REGIONAL DIRECTOR COMMISSIONER September 9, 1996 Ms. Nancy Steelman Samuels and Steelman Architects 25235 Main Road Cutchogue, New York 11935 Our Case No. 96-139 Bedell Cellars Route 25, Cutchoau~ Your August 29. 1996 Resubmission Dear Ms. Steelman: The subject material will be reviewed by Mr. Gary Hills of my staff. He can be contacted at (516) 952-6020 if you have any questions. In all future correspondence, kindly refer to the subject case number. The plans must indicate the appropriate county tax map number. Thank you for your cooperation concerning this matter. Very truly yours, Original Signed By THOMAS F. OEIERI~ JAMES O. FREI Y6 Regional Traffic Engineer cc: Ms. Valerie Scopaz, Town of Southold~~ JOF:JH:JS a . SEP ~ 2 1996 • ~ • Pa e PK STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY EDWARD J. PETROU, P.E. HAUPPAUGE, N.Y. I I7HEt'SSIH .JOHN B. DALY REGIONAL DIRECTOR COMMISSIONER August 13, 1996 Samuels and Steelman Architects 25235 Main Road Cutchogue, New York 11935 Your June 7. 1996 Submission Bedell Cellars Route 25, Cutchogue Our Case No. 96-139 Gentlemen: This is in regard to the site plans for the referenced project which were submitted to this office for review. Prior to issuing a New York State Highway Work Permit, the following items must be addressed: 1. Due to sight distance restraints, the proposed westerly driveway cannot be approved at the location shown. 2. Widen the existing driveway to 30'0" to accommodate both entering and exiting vehicles. Show grades and/or drainage proposals insuring all storm runoff is contained on site. Kindly submit four sets of revised plans to Mr. V. Lena our Regional Permit Engineer at the above address. All correspondence must refer to our case number. Failure to include our case number will delay the processing of your permit. Any questions pertaining AUG I` 4 . Samuels and Steelman Architects August 13, 1996 Page 2 to the review of this site plan may be directed to Mr. Gary Hills at (516) 952-6020. Very truly yours, Original Signed By JAMES 0. Fi~EIN JAMES O. FREIN Regional Traffic Engineer cc: Valerie Scopaz, Town of Southold JOF:GH:JS Attachment t Samuels and Steelman Architects September 26, 1996 Page 2 Questions concerning the permit fee, bond and insurance information must be directed to Mr. Vito Lena, our Regional Permit Engineer at 952-6025. Very truly yours, Original Signed By A.W. BACHNER THOMAS F. OELERICH Acting Regional Traffic Engineer cc: Valerie Scopaz, Town of Southold~'G--- JOF:GH:JS ~ ~ ~ ~ P~ S A M U E L S& S T E E L M A N July 9, 1996 Mr. Robert G. Kassner, Site Plan Reviewer Planning Board Office Town of Southold P.O. Box 1179 Southold, NY 11971 Re: Bedell Cellars Main Road, Cutchogue ,!iJ1_ 12 i996 ~u ~.4 a; e Dear Mr. Kassner, _ Enclosed, please find 2 sets of revised Architectural Drawings, Sample Board and photographs for Bedell Cellars, which is currently being reviewed by the Architectural Review Committee. The following is a written response to each item requested in Garrett Strang's letter dated June 24, 1996 (see attached). 1. The type of building construction and location of the firewall is shown on the Floor Plan. 2. A sample of the roofing, including the color is shown on the Sample Board. 3. A sample of the trim and siding color is shown on the Sample Board. 4. The type of heating/cooling equipment and location of exterior equipment is indicated on the Legend and on the Floor Plan. 5. Roof -mounted mechanical equipment will not be used. 6. The heating/cooling system will be a direct vent system. The vent for this system will be vented at the roof in the rear of the building. The exact location has not been determined at this time but it will not to seen from the front of the building. 7. The future roof structure over the proposed concrete pad has been deleted from the elevations and the floor plan. 8. The existing business sign will be relocated to the new entry. A photograph of the existing sign is enclosed. A drawing for the entry and exit signs is shown on the elevations. There will not be any building mounted signs. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW VORK 11935 (516) 734-6405 FAX (516) 734-6407 r We hope this additional information will expedite the review process and the Committee will reconvene as soon as possible. Sincerely, Samue and Ste an Architects 1 1 ancy L. St elman, R.A. r (r3I t Ff i~. ,~iCl'3I1~ Yiz ~lsr.SuteC rL4 ~7 1'30 Tia~reler 5t., Bos 1'{1`:? Soui.holrl, ?{c:w fork ll.971 TelephonE: (S16) i67-~'b» F ~h~rr,. Kassneg, SzLe ?'_ar_ Re~rieraer !.anning 3o3r~? Offi~~ ;catz cr_ s"or.tr_h^1d P t1n F±narj G ~uLho1:1, Nava Yc,zk l'a'i, F 9ede1.1 Ce11ar~, Ma._n Rq?d, Cutcheque Tar ra,.,c, # loon-a~-of-as.l ant ;n con°i rC ~JL L~l°_ Dr3 W'-'_1'~9 SlLhifl~ ~~,.?d LOr AX^t11`3C LLIrS.1 F ~z.';?'a Comm,rr~a CC(IllllPtlr i.n !:^nn!'!C~.I.On ~J 7.-11 '1?P_ ahOCiE!. F •~nosed or~iec':. c.rder to ex.~edite review ter: chis -ojA"L, alaase prov'.de thn E,cilowi.rg additional data: * T.-trp~ of, Auildi,ng CnnsY.ruction; t.rpe and locatior_s or" fi.r.ewalls. > * 6amr+la of roafizlg, including color. * Type and Dolor of trim mater_a1 - include sample. * Type of hPatingJcooling equipment to be used. Sltnw exterior locat.i.ons cf a.ll equipment to be u5@'l. of all equipment i.. e., heatnumps, air r_onditioa.ng comnrersors, etc_ on planes and/or elwati,en9. * Type and locations of all roof-mounted m~achanical ~au:,nmPnt. * T_~pe and locations crf all mechanical. ecru.ipment and/or plumbing +~Ant~.ng through roof or building side.walls. . k, D~+tails, color, t}-pe and style of. ornamentation, awn~.nga, cannnies or tents, as shown en the Drawings a.~ fLiture corn±~ecl (:cnr_r9te pad. * T_,-pe, Col.ez and D~9i.an of. a11. extezi.or. ctignage, both ' b,,a.ild..9.ng-mount^d anal free standing. I. on ?'~C°_:."at C'f th? a}."J~?, ^Il~ Commi.tt°_? W' ll C'Jn<7°_T:e and ~ Snord C%'; ^n~? Ao~rd xi.Ch i~.s ~rxnmeilt.s. a _ r~ELL .SCTatlq, .-1r C:1i roCC t R • • Clan ett A. Strang Architect 1230 Traveler St., Box 1412 Southold, New York 11971 Telephone (516) 765.5455 Bax(516)765-5490 July 10, 1996 Robert G. Kassner, Site Plan Reviewer Planning Board Office Town of Southold Main Road Southold, New York 11971 RE: Architectural Review Committee Dear Bob; In respone to your request of earlier today, the following is recapitulation of items which remain outstanding as of this date with regard to the respective submittals: Bedell Cellars, Main Road, Cutchogue Tax Map # 1000-97-01-25.1 * Type of Building Construction; type and locations of firewalls. * Sample of roofing, including color. * Type and color of trim material - include sample. * Type of heating/cooling equipment to be used. Show exterior locations of all equipment to be used of all equipment i.e., heatpumps, air conditioning compressors, etc. on plans and/or elevations. * Type and locations of all roof-mounted mechanical equipment. * Type and locations of all mechanical equipment and/or plumbing venting through roof or building sidewalls. * Details, color, type and style of ornamentation, awnings, canopies or tents, as shown on the Drawings as future covered concrete pad. * Type, Color and Design of all exterior signage, both building-mounted and free standing. E } ~ , _s ~ JUL 12 1996 Robert G. Kassner, Site Plan Reviewer Page Two July 10, 1996 Island Ale Inc., Main Road, Cutchogue Tax Map # 1000-103-p/o 19.3 * Site Plan. * Type of Building Construction, Occupancy, Use and Fire Separation. * Floor Plans Drawn to Scale - 1/4"=1' preferred. * Elevation Drawings to Scale of all sides of each Building, 1/4"=1'preferred including the following information: Type and color of roofing - include sample. Type and color of siding - include sample. Type of windows and doors to be used, material and color of all windows and door frames - include sample. Type and color of trim material - include sample. * Type of heating/cooling equipment to be used. Show exterior locations of all equipment i.e., heatpumps, air conditioning compressors, etc. on plans and/or elevations. * Type and locations of all roof-mounted mechanical equipment. * Type and locations of all mechanical equipment and/or plumbing venting through roof or building sidewall. * Type, color and style of proposed masonry material for chimneys or accent walls - include samples or photos. * Details, color, type and style of any proposed ornamentation, awnings, canopies or tents. * Type, Color and Design of all exterior signage, both building-mounted and free standing. Robert G. Kassner, Site Plan Reviewer Page Three July 10, 1996 Mattituck Realty LLC., Main Road, Mattituck Tax Map # 1000-122-06-29.2 * Site Plan. * Type of Building Construction, Occupancy, Use and Fire Separation. * Floor Plana Drawn to Scale - 1/4"=1' preferred. * Elevation Drawings to Scale of all aides of each Building, 1/4"=1'preferred including the following information: Type and color of roofing - include sample. Type of windows (fixed or operable) and doors to be used, material and color of all windows and door & frames - include sample. Type and color of trim material - include sample. * Type of heating/cooling equipment to be used. Show exterior locations of all equipment i.e., heatpumps, air conditioning compressors, etc. on plans and/or elevations. * Type and locations of all roof-mounted mechanical equipment. * Type and locations of all mechanical equipment and/or plumbing venting through roof or building sidewall. * Details, color, type and style of any proposed ornamentation, awnings, canopies or tents. * Type, Color and Design of all exterior signage, both building-mounted and free standing. Robert G. Kassner, Site Plan Reviewer Page Four July 10, 1996 Sunrise Coach, Main Road, Greenport Tax Map # 1000-45-04-6.1 * Site Plan. * Type of Building Construction, Occupancy, Uae and Fire Separation. * Floor Plans Drawn to Scale - 1/4"=1' preferred. * Elevation Drawings to Scale of all aides of each Building, 1/4"=1'preferred including the following information: Type and color of roofing - include sample. Type and color of aiding - include sample. Type of windows and doors to be used, material and color of all windows and door frames - include sample. Type and color of trim material - include sample. * Type of heating/cooling equipment to be used. Show exterior locations of all equipment i.e., heatpumpa, air conditioning compressors, etc. on plane and/or elevations. * Type and locations of all mechanical equipment and/or plumbing venting through roof or building sidewall. * Details, color, type and style of any proposed ornamentation, awnings, canopies or tents. * Type, Color and Design of all exterior signage, both building-mounted and free standing. Upon receipt of the above information, the Committee will convene and respond to the Board with its comments on each of the submittals. Very truly yours, Garrett A. Strang, Architect Co-Chairman ARC Information to be submitted or included with submission to Architectural Review Committee. * Site Plan. * Type of Building Construction, Occupancy, Use and Fire Separation. * Floor Plans Drawn to Scale - 1/4"=1' preferred. * Elevation Drawings to Scale of all aides of each Building, 1/4"=1'preferred including the following information: Type and color of roofing - include sample. Type and color of aiding - include sample. Type of windows and doors to be used, material and color of all windows and door frames - include sample. Type and color of trim material - include sample. * Type of heating/cooling equipment to be used. Show exterior locations of all equipment i.e., heatpumpa, air conditioning compressors, etc. on plane and/or elevations. * Type and locations of all roof-mounted mechanical equipment. * Type and locations of all mechanical equipment and/or plumbing venting through roof or building aidewall. * Type, color and style of proposed masonry material for chimneys or accent walls - include samples or photos. * Details, color, type and style of any proposed ornamentation, awnings, canopies or tents. * Photos of existing buildings and/or neighboring properties from four directions of project site. * Type, Color and Design of all exterior aignage, both building-mounted and free standing. I ~ S A M U E L S& S T E E L M A N June 24, 1996 Mr. Robert Kassner Planning Board Office Town of Southold P.O. Box 1179 Southold, New York 11971 Re: Proposed Site Plan for Bedell Cellars Main Road, Cutchogue SCTM# 1000-97-25.1 Dear Mr. Kassner, We are re-submitting five (5) revised Site Plan Drawings as requested. We have made the followng changes as per your letter dated June 18, 1996: 1. Fifty feet of asphalt paving has been shown at the exit and entrance driveways. 2. The existing handicapped ramp will be utiliized and has been noted on the Site Plan. 3. A dumpster location has been indicated on the existing crushing pad. 4. Exit and Entrance has been marked at each driveway. If you have any additional guestions, or if we can supply any additional information, please contact our office. Sincerely, Samue & Steel n Architects - I i ~ I ~ Jl~t`i 2 g .~~~'<7~r~-~ I ~ ~ anc an, R.A. u~_._.n. ~ . ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (516) 734-6405 FAX (516) 734-6407 ~~a_, PLANNING BOARD MEMBERS ~$~~fll(~" RICHARD G. WARD ,)7 ~Q Town Hall, 53095 Main Road -0 `Z` G P.O. Box 1179 Chairman ~ = y~ GEORGE RITCHIE LATHAM, JR. ~ ~ Southold, New York 11971 BENNETT ORLOWSKI, JR. ti 2 Fax (516) 765-3136 WILLIAM J. CREMERS ~ O ~ Telephone (516) 765-1938 KENNETH L. EDWARDS ~ y~ Off' _ PLANNING BOARD OFFICE 'T'OWN OF SOUT1gOLD June 27, 1996 Nancy Steelman Samuels & Steelman, Architects Main Road Cutchogue, NY 11935 Dear Ms. Steelman, The Architectural Review Committee has asked if you could provide them with some additional information regarding the proposed addition to Bedell Cellars. A copy of their request is attached for your convenience. If you have any questions, please feel free to call Bob Kassner. Sincerely, Richard G. Ward w~- Chairman ~ ~ `s``~ Garrett A. Strang Architect ~ 130 Traveler St., Box 1412 Southold, New York 11971 Telephone (516) 765-5455 June 24, 1996 Fax (516)765-5490 Robert G. Kassner, Site Plan Reviewer Planning Board Office Town of Southold Main Road Southold, New York 11971 RE: Bedell Cellars, Main Road, Cutchogue Tax Map # 1000-97-O1-25.1 Dear Bob; I am in receipt of the Drawings submitted for Architectural Review Committee comment in connection with the above proposed project. In order to expedite review of this project, please provide the following additional data: * Type of Building Construction; type and locations of firewalls. * Sample of roofing, including color. * Type and color of trim material - include sample. * Type of heating/cooling equipment to be used. Show exterior locations of all equipment to be used of all equipment i.e., heatpumps, air conditioning compressors, etc. on plans and/or elevations. * Type and locations of all roof-mounted mechanical equipment. * Type and locations of all mechanical equipment and/or plumbing venting through roof or building sidewalls. * Details, color, type and style of ornamentation, awnings, canopies or tents, as shown on the Drawings as future covered concrete pad. * Type, Color and Design of all exterior signage, both building-mounted and free standing. Upon receipt of the above, the Committee will convene and respond to the Board with its comments. Very truly yours, _~s ~ JUG, 2 g 1996 Garrett A. Strang, Architect Co-Chairman ARC ~ ~ • ~D=~~~~ CUTCHOGUE F1RE DISTRICT ,,t.~(..~ I ~ ~ New Suffolk Road. PO Box 930, CutchoQue. NY 11936 Telephone (616) 734-6907 • Fax (616) 734-7079 I. D. June 19, 1996 Mr. Richard Ward, Chairman Southold Town Planning Bd. Town Hall Southold, N.Y. 11971 Ref: Bedell Cellars Dear Mr. Ward, Reference the above estate and map. It is the opinion of the Board that a well is not required at this time. If there are any changes, please advise. Yours truly, Board of Fire Commissioners Matthew J. Martin Secretary cc:R.M.DOroski gg a ~ V~ ~ • A RK hkia STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY EDWARD J. PE7RO U, P.E. FIAUPPAUGE, N.Y, 1 1 78 8-5 5 18 .IOHN B. DALY REGIONAL DIRECTOR COMMISSIONER June 17, 1996 Ms. Nancy Steelman Samuels and Steelman, Architects 25235 Main Road Cutchogue, New York 11935 Our Case No. 96-139 SCTM No. 1000-97-1-25.1 Bedell Cellars Ro It . ~ hoaue Yo Ir T n 7. i 996 ~ m~ ion Dear Ms. Steelman: The subject material will be reviewed by Mr. Gary Hills of my staff. He can be contacted at 1516) 952-6020 if you have any questions. In all future correspondence, kindly refer to the subject case number. The plans must indicate the appropriate county tax map number. Thank you for your cooperation concerning this matter. Very truly yours, Original Signed By JAMES 0. FREIN JAMES O. FREIN Regional Traffic Engineer cc: Ms. Valerie Scopaz, Town of Southold~~,. JOF:JH:JS 18 199E PLANNING BOARD MEMBE~ gUFFD(,~ RICHARD G. WARD CQ~~` Town Hall, 53095 Main Road Chairman .fir y~ y P.O. Box 1179 GEORGE RITCHIE LATHAM, TR. ~ ~ Southold, New York 11971 BENNETT ORLOWSKI. JR. ~y„ ~ Fax (516) 765-3136 WILLIAM J. CREMERS ~ ~ ~ Telephone (516) 765-1938 KENNETH L. EDWARDS ~j ~~Ol ~ ~~~T?r; PLANNING BOARD OFFICE TOWN OF SOUT$OLD June 18, 1996 Nancy L. Steelman R.A. Samuels and Steelman, Architects 25235 Main Road Cutchogue, NY 11935 RE: Proposed Site Plan For Bedell Cellars Main Road, Cutchogue SCTM# 1000-97-1-25.1 Dear Ms. Steelman, The Planning Board has received your Ietter of June 7, 1996, in relation to a proposed site plan for $edell Cellars. The following changes/additions must be made before the Board can continue its review: 1. Fifty feet of black top must be placed at the exit and entrance drives in order to prevent blue stone from drifting out on to Route 25. 2. Handicapped ramp must be provided for access to building. Handicapped spaces must be paved. • 3. If a dumpster is to be used location should be shown. 4. Entrance and exit should be marked If you have any questions, or require additional information, please contact this office. inc r ly~ r t ~ ssner Site Plan Reviewer cc: Thomas Fisher, Senior Building Inspector rLANNrNC soaxn MEMBE;~ '~gUFFO(~~ ~ Town Hall, 53095 Main Road IucHARD G. wARD ~ Off' ~p~ Chairman h~ y~~ P.O. Box 1179 ~ < ' Southold, New York 11971 GEORGE RITCHIE LATHAM, JR. ~ o BENNETT ORLOWSKI, JR. y 2 Fax (516) 765-3136 WILLIAM J. CREMERS ~ ~ Telephone (516) 765-1938 KENNETH L. EDWARDS ~Ol ~ ~aQ , PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 18, 1996 Garrett A Strang 1230 Trawler Street Southold, NY 11971 RE: Review of Bedell Cellars Main Road, Cutchogue SCTM# 1000-97-1-25.1 Dear Mr. Strang, Enclosed are floor plans and elevation drawings far your committee's review. Call me if you have any questions. nce e , e~~ Site Plan Reviewer Encl. x PLANNING BOARD MEMBERS ~~y. Gym Richard G. Ward, Chairman °y 2 ~ Town Hall, 53095 Main Road George Ritchie Latham, Jr. ~ + P. O. Box 1179 Bennett Orlowski, Jr. y Southold, New York 11971 Mark S. McDonald ~aO~. Fax (516) 765-3136 Kenneth L. Edwards ~r~ Telephone (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD 1996 Ma hew Martin, Secretary Cutchogue Fire District New Suffolk Rd. Cutchogue, NY 11935 Dear Mr. Martin: Enclosed please find two (2) surveys dated ~ " 7- for SCTM~ 1000- ~ " ~ ~ ? The enclosed site plan is being referred to you for fire access review and for your recommendations as to whether any fire- wells are needed. Please specify whether firewells are shallow or electric. t9' The enclosed subdivision is being referred to you for your recom- mendation at to whether any firewells are needed. Please specify whether firewells are shallow or electric. Please reply by 1996. Thank you for your cooperation. Sincer~, R)chard G. Ward ~ijL Chairman enc. PLANNING BOARD MEMBER _ ~$~ff~r;~ ~ Town Hall, 53095 Main Road RICHARD G. WARD cOG` Chairman h~ y ` P.O. Box 1179 c ~ ~ Southold, New York 11971 GEORGE RITCHIE LATHAM, JR. ti = ~ Fax (516) 765-3136 BENNETT ORLOWSHI, JR. WILLIAM J. CREMERS 0 ~ ~ Telephone (516) 965-1938 KENNETH L. EDWARDS y~~l ~a0~ 4~ PLANNIN`G~BO~A~R~~D OFFICE TOWN OF 50UTHOLD MEMORANDUM T0: James Richter, Engineering Inspector FROM: Robert G. Kassner, Site Plan Reviewer RE: Drainage review for Bedell Cellars Main Road, Cutchogue SCTM# 1000-97-1-25.1 DATE: June 18, 1996 Please review the above proposed 3,446 square foot building for drainage. If you have any questions, please contact me at 765-1938. Enc. cc: Raymond Jacobs, Highway Superintendent . - ~ S A M U E L S& S T E E L M A N June 7, 1996 Mr. Robert Kasner Planning Department Town of Southold `'h~-k Main Road `fir`"`°~ Southold, NY 11971 Re: Bedell Cellars Site Plan Application Dear Mr. Kasner, Enclosed, please find the following items for Site Plan Approval for the above referenced project: 1. Application for Site Plan Approva! 2. A Check for $233.65 for the application fee 3. 5 sets of Site Plan drawings 4. 2 Sets of Architectural Drawings (floor plan and elevations) Please note that this application is for 3346 quare foot addition to a existing building which obtained Town of Southold Site Plan Approval in 1986. It is our understanding that this application will not be required to go through the SEQRA process because the addition is less than 4000 square feet. Applications has been made to SCHD and to the New York State DOT for their approvals. We will forward these approvals to you once they are finalized. If we can answer any questions or provide any additional information, please do not hesitate to contact this office. Sincere) , Sa . & Steelm~ Arch~ects ~~~,l,ty~~--~ i ancy t.. Steelman .A. JI1N 101996 ARCHITECTS - 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 " (516) 734-6405 FAX (516) 734-6407 SITE DATA $CTM # 1000-97-1-25. i ~000-85-2-10,3, 1000-85-2-~0,2- PROPERTY: 36225 MAIN ROAD 36225 MAJN ROAD CUTCHOGUE, NY 11935 Tel ~ (516) 734-7537 SURVEYOR: roderJck Van Tuy, gree.po., N.Y 11944 ZONING: . Residence: 1,624 sf Storage Shed. 163 sf Addition. ' Case Storage' 2,291 sf Vehicle Storage: 1,155 sf COVE RAGE 0,4~ ~o a ~tual, 20 ~o m ~x Public waler is not available Existing Residence 2 per residence = 2 spaces Tasting room 651 sf ~ 1 per 200 sf = 3.25 spaces Storage 747 sf ~1 per 1000 sf= 0.74 spa~s Garage/Repair: 427 ¢'~ 1 per 200 sf = 2,13 spa~ Mechanical' 133 sf e 1 per 1000 sf = 0.13 spaces Case Storage' 2,291 sf e 1 per 1000 ,f = 2.29 spaces TOTAL PARKING SPACES REQUIRED' 21.17 / 22 SPACES including 2 handicapped parking spaces LOADING BERTHS: 1 Provided / 1 Required For drainage and sanita~ calculations see sheet ~ 2 SITE PLAN PARTIAL ENLARGED I NOTE: INTERNAL BOUNDARY LINES Internal boundary lines are shown for the purposes of denotating areas allowed' for development, as approved by the Suffolk County Development Rights Program. These lines are for reference only and are not to be construed as separate property lines or a subdivision. -{ FriLL HEtE, HT cuna I DIMENSION "C" SEE TABLE OWG. NO. T-L ,{ EXISTING ! DRIVEWAY NOR~AL SIDEWALK. '~ FJ'IST, ~L~,r_~'ALA · :: ..'..-:.- j '-ltL~ iObU8.010.~ 7-~~ SCORE MAR, DRIVEWAY'.. //~ 2'-0" ~ SECTION A-A CURB SECTION DRIVEWAY SECTION SEE SHEET 2 FOR COMPLETE SITE PLAN ,, h Drawn By: Checked By: Date: E./? / g(~ Sheet Title: SITE' PLAN; Sheet No: ,? ' /~, I~ ' DRAINAGE CALCULATIONS: / ~ '~ , ~ A, Area x Rainfall x Rdnoff Factor i~¢_~ -~ ~ ( j~/~ / , [ 10'-0" dia. x Storm Drain R~ng 205.3 cf. ~ / ' I ~ [ / ' % / ~~ P~ C. Area x Rainfall x Runoff Factor / .... / / 5193 ~. provided > 495 4 ~. required / ~ ~/, ~ / Internal bounda~ lines are shown for the D. Area x Rainfall x Runoff Factor ~ ~ / 1274sf. x 2/12 x 10 =212.4~. . . ~ ., ~ ./ ~ purposes of denotatin~ areas allowed for ,/~ ( ~ ~ .... ~ ~ ~ ~ ~ development, as approved by the Use. _-~ Suffolk Coun~ Develo,pment Righ~ Progrm'n. 8'-0" dia. x 2'-9" Solid Dome = 54.2 ~. Z "/, These lines are for reference only and are 8'-0" dia x 4'-0" Storm Drain Ring = !68 9 cf, O not to be construed as separate prope~ TOTAL = 223.1 ~. , /, ~ ~ ,, ~ ~ ~ ., - ~ , , . / lines or a subdivision. 223.1 cf provided > 212.4 d. required Site: O 12603f. x 2/12 x Q9 = 189cf. e Use: x 3'-6" Storm Drain Ring 147.8 ~, ADJACENT PROPERTY OWNERS SCALE: 1" = 200' - 0" ~ ~o ~ KEY TAX MAP ~ OWNER USE A 097-1-22 Joseph P. Szymanowski Residential F. Area x Rainfall x Runoff Factor B 097-1-21 Richard E McNish & ~fe Residential 3150 sfx 2/12 x 0 g = 475~5 cf C 097-1-20 Marion A Ter~ Residential APdA # I - SC~M~ 1000 97-1-25 1 D 097-1-19 Chad Batson Residential A~gA fi2 SC]Mff ~000-85~2 10.3 Use E 097-1-18 Charles Ca~se~s & ~fe Agricultural A~[EA 1t~ - SC1M~ 1000-B5-2-10 2 10' 0" dm x 3L8'' Solid Dome = 108.7 G 085-2-12.2 Hitda Jiminez Residential 2- rolo" die x 3'-0" Slorm Drain Ring = 410.e cf~ TOTAL = 51813 H O85-2-12.3 Anthony C Sturcken & ~fe Residential 518 cf provided > 475 cJ required I 085-2-11~3 Joseph Reilly ~ Agn~ltural J 097-3-1 Joseph T. Ma~n Jr & Alexandra Residential K 097-3-2 John G. Bailey & ~fe ResidentJal L 097-3-3 ~lham Midgley Storage M 097-3-4 Helen Z Rogers Res;denbal N 097-3-5 Doris B, Ri~mond Res~denhal O 097-3~ ~lliam Midgley Jr & ~fe Residential P 09~-3-7 ~lliam Bauer Res~dentia~ Q 097-3~ Chem Nanninga Residential R 97-3-9 Isabel Ross Residential SANITARY SYSTEM T 97-2-1 Saeed & Maria Hashemi-Davani Residential ALLOWABLE SEWAGE FLOW: 300 gpd X 49.42 = 14,826 gpd U 97-2-23 Paul & Cheil ~vano Residential SEWAGE DESIGN FLOW: ~ ~ · V 97-2-2 Edward & Denise Zuhosk~ Residential 1, Proposed Addition 137 8 gpd i ~ ,~. Case & Vehicle Storage (0 04 gpd/s0 0.04 gpd X 3446 sf= 137.8 gpd 2 Existing ~ne~ ..... ~ Offices (0 06 gpd/s~ ~U~BLK COON~Y ~EPAtH~4~NI 0F H~kl.]h ~E~V~ 22.6 gpd A~'~NOVE~ ~0~ ~ONSI~UCDGN ONL~ 0.06 gpd X 377 sf = 22.6 gpd · ,.=/.~'~,~;..~'~'S' ~[F. NO ~FLOW ~ Sales / Tasting Room (0.10 gpd/sg 65 1 gpd '. ~ ' "~, ?~ . ~ , Fermentation (0 04 gpd/s0 111 gpd ~ c~n ~ ~.~ ~M ftt[ {)ATE ~ELOW. ~ ' /~A 0 04 gpd X 747 sf = 29.9 gpd ~ ~ m L __ ~te _ 41~atjl.[~ U Repair Shop (0.04 gpO/sO 17.1 gpd *rolectN~ : ~~~~ Me,an/cai Room (0 04 gpd/sg 5.3 gpd ~* ;, - ; , -.~' = ~ i Total sewage design flow = 388.8 gpd ......~ ; - ~ ~ ~ Existing - Septic Tank ~ 2000 gal ~:~::~, ~'. ~).~:,~ ~ ~, ~ ~ --r Leaching poop area required for sewage system, ~~ ....... _ ~ . ..... ExIsting- 3- 8' dla.x 8' hr. Leaching Pools = 601.2 sf. PLAN ~~:=- .....~ - ,..~ ~ [ HOC, I I Fermentation - washdown of tanks 250 gpd Total Pro~ssinq 450 qpd LOCATION MAP SE~LEMENT TANK = 450 gpd / 1.5 = 300 sf Provide 1- 8' dla x 12' hr. Leaching Pools = 300.6 sf. Provide settlement tank (similar to grease trap) for -" waste water treatment, use 8' dia x 5' liquid depth. ~' ' - x/I -' 1 SEPTIC TANK 900 GAL. LEACHING POOLS MIN. 1 - 8' DIA. X 8' HT. N/O/F HILOA .JII'41NEZ / / / VI NE'YA [? LANE: PARTIAL, SITE PLAN SITE DATA SCTM # 1000-97-1-25.1 1000-85-2-10.3, 1000-85-2-10.2 PROPERTY: 36225 MAIN ROAD ADDRESS CUTCHOGUE, NY 11935 OWNER: MICHAEL LYNNE 888 SEVENTH AVENUE NEW YORK, NEW YORK 10106 SURVEYOR: JOSEPH A. INGEGNO P.O. BOX 193t RIVERHEAD, NY 11901 LICENSE # 49668 ~ DATED DECEMBER 23, 1997 ZONING: SITE: AREA A-C 49.42 ACRES / 2,152,735 SQ. FT. SANITARY AND DRAINAGE CALCULATIONS 1. ALLOWABLE' DENSITY TOTAL ACERAGE: 49.42 ACERS HYDROGEOLOGICAL ZONE: ZONE IV WATER SUPPLY: PRIVATE WELL ALLOWABLE: 49.42 X 600 GPD. = 29,652 GPD. EXISTING WINERY: EXISTING RESIDENCE: NEW VINEYARD BUILDING: 839 GPO, 300 GPD. 233.28 GPD. 1,372.28 GPD. TOTAL SITE SEWAGE DESIGN FLOW: !,372.28 GPD. I1. fll. SANITARY DESIGN OFFICE: 144 S.F. X 0.06GPD/S.F.= 8.64 GPD GENERAL INDUSTRIAL: 5616 S.F. X 0.04 GPD/S.F.= 224.64 GPD TOTAL SEWAGE FLOW = 233.28 GPD SANITARY SYSTEM REQUIREMENTS TOTAL SEWAGE DESIGN FLOW = 233.28 GPD. ~ t1~101 D/2~/OI 4/2~/Ol ~AIATEI~ E/14/OI SoutholdTowr Planning Boarc Z 1 .SEPTIC TANK ( ST ): 233 X 2 DAYS = 466 GPD "~U~' USE MINIMUM ( 900 {;AL. ) SEPTIC TA"K --)~-' 2.LEACHING POOLS (LP): 233 / 1.5~S F,/GPD = 155.33 S.F. ~1~1~,~.~ ~. ,~-I'~JJ,__.~-' I~ iS) ~ USE MINIMUM ( 1 - 8 FT. DIA. ~T. "T.) = 200,4 S.F~ PLUS 50% EXPANSION (EX) I~ ~p~v'~ ~ef~ ~ '~NOTES: ELEVATIONS SHOWN ARE BASED ON SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS AERIAL SURVEY. PUBLIC WATER IS AVAILABLE WITHIN 500 FT. OF THE PROPERTY. THE LOCATIONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA FROM DATA OBTAINED FROM OTHERS. TEST HOLE T_E_~S_T HOLE DATA ( 1t/2/2000} IFT. BY McDONALD GEOSClENCE DARK BROWN SILTY LOAM BROWN LOAMY SILT PALE BROWN FINE TO COURSE SAND OL ML SW COMMENTS: NO WATER ENCOUNTERED NO SCALE TANK. POOL Water lines ~gst, , the Suffolk County Dept. of Health Services. Call 852-2100, 24 hours. ~ to schedule inspection(s). CItANGE(S) by Dept. of Health Servia, es 'ROFILE SUFFOLK COUN3~ DEPARTMENT OF HEALTH SERVICES APPROVED FOR CONSTRUCTION ONLY H,S, REF.NO. L- ~- ~ YPE _-~-7-0/¢''4 ¢~c~ / OI~Ff C~ ~ structure(s) shown. THIS APPROVAL EXPIRES THREE (3) yEAR8 FROM THE-~ ~,~DATE BEL~OW. HAY 3 0 2i)111~q~% ~-- DATE SIGNATURE NO:2007C DRAWN BY: R.J,B, CHECKED BY: DATE: DEC. 8, 2000 SCALE: 1" = 40'-0" SHEET TITLE: PARTIAL SITE PLAN SHEET NO: 1 O - =j > ~)7C DRAWN BY: CHECKED BY:I I DATE: I DEC. 8, 2 )00 SCALE:As NOT SHEET TITLE: SITE PLAN SHEET NO: 2 AREA # 3 605.45' AREA # 2 KEY MAP NOT TO SCALE AREA # 1- SCTM# 1000-97-1-25.1 AREA # 2 -SCTM# 1000-85-2-10.3 AREA # 3 -SCTM# 1000-85-2-10.2 (DEVELOPEMENT RIGHTS SOLD) BUILDING AREAS EXISTING WINERY: 8556 S.F. EXISTING RESIDENCE: 1624 S.F. NEW VINEYARD BUILDING: 5760 S.F. TYPICAL SEPTIC TANK DETAIL N.T.S. TYPICAL LEACHING POOL DETAIL N,T,S. De, pt. of He,th Sen/i¢~ O 2~0 00" / AREA # 1 NOTE CHA~GE(S) by Dept. of Health (COUNTY DEPARTMENT OF HEALTH SERVICES APPROVED FOR CONSTRUCTION ONLY NO ~/O FLOW SITE DATA ~ ~ SCTM ~ 1000-97-1-25A ~ PROPERTY: 36225 MAIN ROAD ~o.oo~ O ADDRESS CUTCHOGUE, NY 11935 . I / ~ OWNER: JOHN C. & SUSAN BEDELL ~ CUTCHOGUE, NY 11935 SITE: 2.6097 Acres / 113,678.5 sq fl I I I / AREA Existing: ~ ~ Vehicle Storage: 1,155sf ,g/lq ,/~ u ~, [/~' x, NOTES: Elevations shown are based . of Public Works Aerial Su~ey on Suffolk County Depa.mont cesspools shown hereon are ,~,, Om from field observations and or /~/~;~ ~ ' data from data obtamned -I1.~ ~ ~ PARKING CAEOULATIONS: 1~-~ Existing Storage Sheds' 163 sf ~1 per 1000 sf= 0.16 spaces ~/ ~ v, Offi~s: 377 sf ~ 1 per 100 sf = 3.77 spaces ".. u Tasting room: 651 ,f ~lper 200 sf= 3.25 spaces 2 ~ Storage' 747 sf ~ I per 1000 sf: 0.74 spaces ~ )~ Garage/Repair: 427 sf~ I per 200 sf= 2 13 spa~es ~ Mechanical. 133 sf ~ 1 per 1000 sf = 0 13 spaces ~ Proposed Addition' Case Storage: 2,291 sf ~ 1 per 1000 sf = 2 29 spaces SITE PLAN SCALE: 1" = 20'- 0" Z.,oh, JIf',,lc.~ '- A-~--, Vehicle Storage. 1,155 sf @ I per 1000 sf = 1.15 spaces ) TOTAL PARKING SPACES REQUIRED: TOTAL PARKING SPACES PROVIDED, including 2 handicapped parking spaces 21.17 / 22 SPACES 26 SPACES I'RUCK PARKING & LOADING: LOADING BERTHS: 1 Provided / 1 Required For drainage and sanitary calculations see sheet # 2 -?--GO O0~ ! ct No: Drawn By: Checked Date: Scale: Sheet T~tl~: Sheet No: SITE PLAN,, ZONING AC ~ ZONING AC ~'~- )NING AC ADJACENT PROPERTY KEY TAX MAP # OWNER 097-1-22 097-1-21 097-1-20 097-1-19 097-1-18 85-2-10.3 085-2-12.2 O85-2-12.3 085-2-11 3 097-3-1 097-3-2 097-3-3 097-3-4 097-3-5 097-3-6 0~.7-3-7 097-3-8 97-3-9 097-3-11 6 97-2-1 97-2-23 97 -2-2 OWNERS Joseph P Szymanowski Richard E. McNish & Wife Marion A. Terry Cheri Batson Charles Cartselos & Wife John Bedell Hilda Jiminez Anthony C. Sturcken & Wife Joseph Reflly Joseph T, Macad Jr & Aiexandra John G. Bailey & Wife William Midgley Helen Z. Rogers Doris B. Richmond William Midgley Jr & Wife William Bauer Cherd Nanninga Isabel Ross Nice ReaJty Corp. c/e Richard J. Russell Saeed & Maria Hashemi-Davani Paul & Cheryl Vwano Edward & Denise Zuhoski USE Residential Residential Residential Residential Agricultural Agricultural Residential Residential Agricultural Residential Residential Storage ResidenOal Residential Residential Residential Residential Residential Vacant Residential Residential Residential KEY MAP SCALE: 1" = 200' - 0" 0 L LOCATION MAP SETTLEMENT TANK U DRAINAGE CALCULATIONS: Buildinq: A. Area x Rainfall x Runoff Factor 3160sf. x 2/12 x 1.0 =526.8cf Use 10'-0" d~a. x 3'-8" Solid Dome 108 7 cf. 10'-0" d~a. x 9'-0" Storm Dram Ring 615.8 cf. TOTAL = 724 5 cf. 724 5 cf. provided > 526~8 c[ required Area x Rainfall x Runoff Factor 1645sf. x 2/12 x 10 =2748cf. Use 10'-0" dia. x 3'-8" Solid Dome = 108 7 cf 10'-0" dla x 3'-0" Storm Drain Ring = 205.3 cf TOTAL = 314 cfi 314 cf provided > 274 8 cf. required Area x Rainfall x Runoff Factor 2972sf. x 2/12 x 10 =495.4cf Use: 10'-0" dia. x 3'-8" Solid Dome 108.7 cf. 10'-0" dia. x 6'-0" Storm Drain Ring= 410.6 cf TOTAL = 519 3 cf. 519 3 cf. provided > 495 4 cf. required D Area x Rainfall x Runoff Factor 1274 sf.x 2/12 x 1.0 =212.4cf Use 8'-0" dia. x 2'-9" Solid Dome = 54.2 cf. 8'-0" dia. x 4'-0" Storm Drain Ring = 168.9 cf TOTAL = 223.1 cf 223,1 cf. provided > 212 4 cf. required Site: E Area x Rainfall x Runoff Factor 1260sf. x 2/12 x 09 =189cf Use. 8'-0" d~a. x 2'-9" Sol~d Dome 8'-0" dia. x 3'-6" Storm Drain Ring TOTAL 202 cf. provided > 189 cf. required 54.2 cf. 147 8 cf 202 cf F Area x Rainfall x Runoff Factor 2030sf x 2/12 x 09 =304.6cf Use. 101-0' d~a. x 3'-8" Solid Dome 108.7 cf. 10'-0" dia x 3'-0" Storm Dra~n Ring = 205,3 cf TOTAL = 314 of 314 cf. provided > 304.6 cf required G. Area x Rainfall x Runoff Factor 1168sf x 2/12 x 10 =1752cf Use, 8'-0" dia. x 2'-9" Solid Dome = 54 2 cf 8'-0" dia. x 3'-6" Storm Drain Ring = 147.8 cf TOTAL = 202 cf. 202 cf provided > 175.2 cf required SANITARY SYSTEM HYDROLOGIC ZONE: IV- 300 gpd/Acre ALLOWABLE SEWAGE FLOW: 300 gpd X 2,6097 = 782 9 gpc SEWAGE DESIGN FLOW: 1, Proposed Addition 137 8 gpd Case & Vehicle Storage (0 04 gpd/sf) 0.04 gpd X 3446 sf = 137B gpd 2. Existing Winery Offices (0 06 gpd/sf) 22.6 gpd 0,06 gpd X 377 sf = 22.6 gpd Sales / Tasting Room (0.10 gpd/sf) 0.10 gpd X 651 sf = 65 1 gpd 65 1 gpd Fermentation (0.04 gpd/sf) 004gpdX2775sf= 111 gpd 111 gpd Storage (0 04 gpd/sf) 0 04 gpd X 747 sf = 29,9 gpd 29 9 gpd Repmr Shop (0 04 gpd/sf) 0,04 gpd X 427 sf = 171 gpd 17,1 gpd Mechanical Room (0.04 gpd/sf) 0.04 gpd X 133 sf = 5 3 gpd 5 3 gpd Total Site Sewaqe Deslqn Flow 388.8 qpd WASTE WATER PROCESSING Fermentation - washdown of tanks 2 Crushing of grapes Total Processinq 450 qpd 250 gpd 209 gpd SANITARY SYSTEM REQUIREMENTS Total sewage design flow = 388,8 gpd Septic Tank: 3888x2day =7776gpd Existing - Septic Tank @ 2000 gal Leaching pool area required for sewage system, =3388gpd/15=259.2 sf Leaching pool area required for waste water processing. = 450 gpd / 1 5 = 300 sf. Total leachinq pool area required = 559.2 sf Existing - 3 - 8' dia.x 8' h Leaching Pools = 601.2 sf Provide settlement tank (similar to grease trap) for waste water treatment, use 8' d~a x 5' hquid depm Z O uJ ' ;.- oct N~: Drawn By:l Checked By: Sheet SITE PI.AN 2 38.5 FEET NEW TRANSFORMER E~ISTING OFFICE MECHANICAL ROOM EXISTING CRUSHING PAD NEW CRUSH~ING PAD * ROOM EXISTING TANK FERMENTATION ROOM MAINTENANCE AREA & EQUIPMENT STORAGE CASE STORAGE Fire Wall EXISTING MAINTENANCE AREA EXISTING STORAGE EXISTING OFFICE EXISTING TASTING ROOM EXISTING ENTRY/ SALES AREA EXISTING DECK EXISTING BUILDING COVERED,WALKWAY 38 FEET NEW BUILDING FIRST FLOOR SCALE: 118" = 1'- 0" PLAN Air Conditioning Compressor LOADING DOCK ~<' project ~ Checked Scale: A? FIRST PLAN MATERIAL LEGEND NEW CONSTRUCTION SIDING: TRIM: ROOF: ' WINDOWS: DOORS: CUPOLA: COVERED WALKWAY: Board and Batten (Stain: Cabot, "Blue Spruce") Wood Trim (Stain: Cabot, "Virginia White") Asphalt Shingle, (GAF, Timberline color: slate gray) Andersen" Double Hung Window (color: white) Overhead Doors: Metal (color: white) Personnel Doors: Metal Panel Doors (color. white) Custom Wood Unit with Copper Roof (color: white) Columns: Wood columns (color. Virginia White) Lattice: Wood (color: Virginia White) TYPE OF CONSTRUCTION: New. Wood Frame Existing: Wood Frame HEATING AND COOLING EQUIPMENT: New LP Gas Forced Air Heating and Cooling System Roof Top Units will not be used. EXISTING BUILDING SOUTH ELEVATION SCALE: 1/8" = 1'- 0" NEW BUILDING EXIT $ F~h, ~T~IP NEW BUILDING NORTH EXISTING BUILDING ELEVATION SCALE: 1/8" = 1% 0" ~ NEW BUILDING~ EXISTING BUILDING WEST ELEVATION SCALE: 1/8" = 1'- 0" EXISTING BUILDING NEW BUILDING EAST SCALE ELEVATION : 1/8"= 1'- 0" Date: Scale: /¢~_ /, ,~ ,, BUILDING ELEVATIONS ! v I N EyAF--.p U hl ~.7 7~A, NIN~ II E~EC_O_ND FLOOR PLAN SCALE: 1/4" = 1'- 0" PROGRESS PRINTS NOT FOR CONSTRUCTION DATE OF-FlOC_ E) II H,C, 'Fol L~P~T II iI /I II II a PROGRESS PRINTS NOT FOR CONSTRUCTION DATE FIRe. T_ FLOOR PLAN SCALE: 1/4" = 1'- 0" SOUTH ELEVATION SCALE: 1/4" = 1'- 0" PROGRESS PRINTS NOT FOR CONSTRUCTION DATE Z Project No: Drawn Ely: Checked B, Date: Scale: Sheet T~tJe Sheet N t Y / / / ~ purpoaesNOTE: . u.. BOUNDARY LINES ~/~ Internal bounda~ hnes are shown for the ~~ of denotaflng areas allowed for development, as approved by the Suffolk Coun~ Development Righ~ Program. These lines are for reference only and are PARTIALENLARGED not to be oons~ued as separate prope~ lines or a subdwision. SITE-- : ' PLAN ,-3* O SITE DAiTA SCTM # 1000-97-1-25.1 1000-85-2-10 3 PROPERTY: ADDRESS' 36225 MAIN ROAD CUTCHOGUE, NY 11935 OWNER: JOHN C. & SUSAN BEDELL 36225 MAIN ROAD CUTCHOGUE, NY 11935 Tel # (516) 734-7537 SURVEYOR: Roderick Van Tuyl Graenport, N Y 11944 License # LS 25626 Dated: 1/30/86 1000-85~-1C~.2- ZONING: SITE: AREA BUILDING: AREA LOT: COVERAGE NOTES: A-C 49.42 Acres / 2,152,735 sq ft. Total: 10,343 sq. ft. Existing: Winery: 5,110 sf Residence: 1,624 sf Storage Shed: 163 sf Addition: Case Storage: 2,291 sf Vehicle Storage: 1,155 sf 0.48% actual / 20 % max Elevations shown are based on Suffolk County Department of Public Wor~s Aerial Survey. Public water is not available within 500 ff of the property. The locations of wells and cesspools shown hereon are from field observations and or data from data obtained from others. PARKING CALCULATIONS: Existing Residence' 2 per residence = 2 spaces Existing Storage Sheds: Existing Winery. O~ces: Tasting room: Fermentation: Storage: Garage/Repair: Mechanical' 163 sf @ 1 per 1000 sf = 377 sf @ 1 per 100 sf = 651 sf @ 1 per 200 sf = 2,775 sf @ 1 per 500 sf = 747 sf @ 1 per 1000 sf = 427 sf @ 1 per 200 sf = 133 sf @ 1 per 1000 sf = 0 16 spaces 3 77 spaces 3 25 spaces 5.55 spaces 0.74 spa~.es 2.13 spaces 0.13 spaces Proposed Addition: Case Storage: 2,291 sf @ Vehicle Storage: 1,155 sf @ I per 1000 sf = lperl000sf= 2.29 spaces 1.15 spaces TOTAL PARKING SPACES REQUIRED: 21.17 / 22 SPACES TOTAL PARKING SPACES PROVIDED. 26 SPACES including 2 handicapped parking spaces TRUCK PARKING & LOADING: LOADING BERTHS 1 Provided / I Required For drainage and sanitary calculations see sheet # 2 ~/~/~, ~ojam N o ~ Drawn By: j ~ Checked B~: ~ Date: Scale: Sheet Titl~ TE Sheet NU'~ \ / ZONING AC / / H E BRIDGE LANE U ADJACENT PROPERTY OWNERS KEY MAP SCALE: 1" = 200' - 0" KEY T~X MAp # OWNER USE A . 097-1-22 Joseph P. Szymanowski Residential B 097-1-21 Richard E. McNish & Wife Residential C 097-1-20 Marion A. Terry Residential D 097-1-19 Ched Batson Residential Charles Cartselos & Wife Agricultural i E o97- - 8 J K L M N 0 P Q R S T U V '085-2-12.2 Hilda Jiminez Residential · 085-2-12,3 Anthony C, Sturcken & Wife Residential 085-2-11.3 Joseph Reilly Agricultural 097-3-1 Joseph T. Macari Jr & Alexandra Residential 097-3-2 John G. Bailey & Wife Residential 097-3-3 William Midgley Storage 097-3-4 Helen Z. Rogers Residential 097-3-5 Dods B. Richmond Residential 097-3-6 Witliam Midgley Jr & Wife Residential 09.7-3-7 William Bauer Residential 097-3-8 (;herd Nanninga Residenbal 97-3-9 Isabel Ross Residential 097-3-11.6 Nico Realty Corp. c/o R~chard J. Russell Vacant 97-2-1 Saeed & Maria Hashemi-Davani Residential 97-2-23 Paul & Cheryl Vivano Residential 97-2-2 Edward & Denise Zuhoski Residential APEA #1 -SCTM# 1000 97-1-25 1 f\RFA fi2 -SC]M# 1000-85-2-10 3 /~R~A #3 - SC}M# 1000-85-2-10.2 'LOCATION MAP SETTLEMENT TANK NOTE: INTERNAL BOUNDARY LINES Internal boundary lin,es are shown for the purposes of denotatilng areas allowed for development, as approved by the Suffolk County Devellopment Rights Progr2rm These lines are for reference only and are not to be construed as separate property lines or a subdivision. DRAINAGE CALCULATIONS: Bulldlnq: A. Area x Rainfall x Rdnoff Factor 3160sf x 2/12 x 1.0 =526.8cf. Use: 10'-0" dia x 3'-8" Solid Dome = 108 7 cf, 10'-0" dia. x 9'-0" Storm Drain Ring = 615 8 cf. TOTAL = 724 5 cf 724.5 cf. provided > 526.8 cf required B Area x Rainfall x Runoff Factor 1645 sf. x 2/12 x 1.0 : 274.8 cf. Use: 10'-0" dia. x 3'-8" Solid Dome = 108,7 cf 10'-0" dia. x 3'-0" Storm Dram Ring = 205.3 cf. TOTAL = 314 cf. 314 cf. provided > 274 8 cf. required Area x Rainfall x Runoff Factor 2972sf x 2/12 x 1.0 =495.4cf Use: 10'-0" dia x 3'-8" Solid Dome 108.7 cf 10'-0" dia, x 6'-0" Storm Drain Ring 410 6 cf, TOTAL = 519.3 cf. 519.3 cf. provided > 495,4 cf required Area x Rainfall x Runoff Factor 1274sf. x 2/12 x 1 0 =212.4cf Use' 8'-0" dia x 2'-9" Solid Dome 54.2 cf 8'-0" d,ia. x 4'-0" Storm Drain Ring 1689 cf. TOTAL = 223.1 cf. 223 1 cf provided > 212 4 cf. required Site: E Area x Rainfall x Runoff Factor 1260sf. x 2/12 x 0,9 = 189 cf, Use: 8'-0" dia, x 2'-9" Solid Dome = 54 2 cf 8'-0" dia. x 3'-6" Storm Drain Ring 147 8 cf. TOTAL = 202 cf. 202 cf. provided > 189 cf. required Area x Rainfall x Runoff Factor 3150sf. x 2/12 x 09 =475.5cf 10'-0" dia x 3'-8" Solid Dome 108 7 cl' 2-10' 0" dla x 3'-0" SIorm Dram Ring 410.6 cf. TOTAL 518 13 SANITARY SYSTEM HYDROLOGIC ZONE: IV - 300 gpd~/Acre ALLOWABLE SEWAGE FLOW: 300 gpd X 49.42 = 14,826 gpd SEWAGE DESIGN FLOW: 1. Proposed Addition 137,8 gpd Case & Vehicle Storage (0.04 gpd/sf) 0.04 gpd X 3446 sf = 137 8 gpd 2. Ex~st~ng Winery Offices (0.06 gpd/sf) 22 6 gpd 0.06 gpd X 377 sf = 22 6 gpd Sales / Tasting Room (010 gpd/sf) 0 10 gpd X 651 sf = 65.1 gpd 65 1 gpd Fermentation (0 04 gpd/sf) 0,04 gpd X 2775 sf = 111 gpd 111 gpd Storage (Q04 gpd/sf) 0 04 gpd X 747 sf = 29,9 gpd 29,9 gpd Repair Shop (0.04 gpd/sf) 004gpdX427sf= 171 gpd Mechanical Room (0 04 gpd/sf) 0 04 gpd X 133 sf = 5.3 gpd 17,1 gpd 5,3 gpd Total SRe Sewaqe Desiqn Flow, 388.8 qpd SANITARY SYSTEM REQUIREMENTS Total sewage design flow = 388 8 gpd Septic Tank 388,8 x 2 day = 777 6 gpd Existing - Septic Tank @ 2000 gai Leaching pool area required for sewage system, = 338.8 gpd / 1 5: 2592 sf. Ex~stmg- 3-8'diax8'ht Leaching Pools=6012 sf WASTE WATER PROCESSING 1. Fermentatioe - washdown of tanks 250 gpd 2. Crushing of grapes 200 gpd Total Processinq 450 qpd Leaching pool area required for waste water processing, = 450 gpd / 1 5 = 300 sf Provide 1- 8' dia, x 12' ht Leaching Pools = 300.6 sL Provide settlement tank (mmdar to grease trap) for waste water treatment, use 8' dia x 5' hquld depth, ' SITE DATA ~ ~ ~ ~ ~_~ SCTM ~ 1000-97-1-25.1 , . , j PROPERTY: 36225 MAIN ROAD --. , ~ , ~ ~ ~..~s~ ~c.o~u~, .~ '" . . . I / ~ ow,,,: ~o~, c., SUSAN ~ '''~t ~ / ~ ~ 36225 MAIN ROAD ......... td ~ Tel ~ (516) 734-7537 ~ / ~ ~ SURVEYOR: Young & Young , : ~ ~ ~ [ ~ j ~ j 400 Ostrander Ave -' _' '" t .) I ' //'g ZONING: A-C J /Y~' ~ %- ~~ +~ ~3P~DN ' J/ J f ( - SITE: 26097Acres/113,6785sq ft. / ¢ /J~ / '; [~% ~_1 - ~ t~4"¢_~ ~% ., ~._ .'~. -, I I II I BUILDING: Total:10,343 sq. ft. Residence 1,624 sf I~1 I ~.~ I' .~ ~ II c~p~ ~l~ ~o~.~ ~vr~ ~.t ~. I II / ~ StorageShed163sf ~'"~ '~' '/' ' / -- '"~' '~ '~- ~- , ,* ~ I ~1 IiX CaseStoraoe: 2,291 s, = ',7~ I l''-~ ~".- ~,g : ~ ! .. r ~ , ' , ~su~r-¢~'~ ~.t ~N '---. ~ '1 1'~% COVERAGE _% ~ ~ ~ - . / . ,¢, ~ . ~'~ _/~ ~ %--~ ........ % ..... ~ t ~I/ /~ 1[ / , NOTES: Elevations shown are based ~.~ ' ~ ~* ./~ / ~-.~. ¢~ ~:!' (-~ ' ~ "' )(/ t ~ ..... ~1 I1~' .¢ ~~ /,r,',.,}~-e~l~,~_ ./ '~-/ ~t'~'~;~,,t ' ~ ./ /I)/F}'~ ~ from field observations and or .... 'j ;*~;-~;~*~ , Existing Residence' 2 per residence = 2 spaces I ~&,g, . ' ~ '/~ (I "~.~, '1~1 ~ //Jl~,/->~ ExlstingStorageSheds; 163sf~lper1000sf= 0.16spaces / ~"~,d - / - ~ ¢ / / I I ¢~', I Hill~ ., ~l~r,~~_ ~ . F%~~& / ~,. ~¢c,,~ ~ ~ ] - ,' ~'..' ~,~ Offices: 377sfelper100sf= 377spaces ~s'~q d'' ~ ~ * ~~~c~ ~ ~"~T,~¢_~ ' /t~ ~ '.~' Tasting room: 651 sf~ 1 per200 sf= 325 spa~s · '~ r . , ~ ~ ' ' ¢*~;2; ~',~=~* ' / ~%~. ' I1' ¢~ Fermentation 2,775sfel per50Osf: 555*pa~, ~ - J, I ~, ¢ . .~ ~ ~ I~' ~z m.~, / ~'~ " 1/ , ~& Storage. 747 sf ~ 1 per 1000 sf = 0.74 spa~s ~ %~~¢::~ ~~ Garage/Repair' 427 sf~l per 200 sf: 2.13 sp'~. k---- , ,/ ~P~ ~~~L,Ty, / fl? ~ Mechanical' 133s,~ lperl00Osf= 0.13spaces ~N~%~ ~ %% ~ %o ~;~v.. ~% /} ~ Proposed Addition ~ z. ~'~'' ~¢~ ~.,'-- ' · N -~ · , --_ ~ ,' Case Storage: 2,291 sf ~ 1 per 1000 sf = 2 29 spaces pl~.~(~,~) ~ . . ~ ~,% ~.,~ t ,~,~ p,.~_, % ~r .~% VehlcleStorsge: 1,155sf~ lperl000sf= 115spaces ~ ~ . ~ , ~ " /~% ,/ '~ ~%- '/ TOTAL PARKING SPACES REQUIRED' 21 17 / 22 SPACES -~ ~-,.~,., ~. ~L~ , '-,~-~ ' - .,.~ ~oL~ - '~ ' ~ ,~, ~ '. ~ ~ , ,. % u~ TRUCK PARKING&LOADING: .)~ LUADING BERTHS: 1 Provided / 1 Required ~ X ' : ~ / ...... · ........... · For drainage and sanita~ calculations see sheet ~ 2 , '~ ~vB~ ~ 4~$o I ~ Scale: PL,AN~ SITE PLAN Sheet No: SCALE: 1" = 2~'- 0" ¢~~~~ ~ Jl$1 2 8 1996 / / ZONING AC ~NING A( ADJACENT PROPERTY OWNERS KEY TAX MAP # OWNER USE 097-1-22 097-1-21 097-1-20 097-%19 097-1-18 85-2-10.3 085-2-12.2 O85-2-123 085-2~11.3 097-3-1 097-3-2 097-3-3 097-3-4 097-3-5 097-3-6 097-3-7 097 -3-8 97-3-9 097-3-11.6 97-2-1 97-2-23 97-2-2 Joseph P Szymanowski Richard E. McNish & Wife Marion A. Terry Cheri Batsen Charles Cartselos & Wife John Bedelt Hilda Jiminez Anthony C Sturcken & Wife Joseph Rellly Joseph T. Macan Jr & Alexandra John G. Bailey & Wife William Midgley Helen Z. Rogers Doris B. Richmond William Midgley Jr & Wife Wdliam Bauer Cherd Nanninga Isabel Ross Nice Realty Corp. cJo Richard J, Russell Saeed & Mada Hashem~-Davam Paul & Cheryl Vivano Edward & Denise Zuhoski Residential Residential Residential Residential Agricultural AgricuRural Residential Residential Agricultural Residenbal Residential Storage Residential Residenbal Residential Residential Residential Residential Vacant Residential Remdentlal Residenhal KEY MAP SCALE: 1" -- 200' - 0" LOCATION MAP SETTLEMENT TANK S DRAINAGE CALCULATIONS: Buildin.q: A Area x Rainfall x Runoff Facter 3160sf. x 2/12 x 1.0 =5268cf B Use' 10'-0" dia. x 3'-8" Solid Dome 108 7 cf. 10'-0" dia x 9'-0" Storm Drmn R~ng 615.8 cf. TOTAL 724.5 cf 724 5 cf provided > 526 8 cf. required Area x Rainfall x Runoff Factor 1645sf x 2/12 x 10 =274.8cf Use, lO'-O" d~a x 3'-8" Sohd Dome 108 7 cf 10'-0" dia. x 3'-0" Storm Drain Ring= 205 3 cf TOTAL = 314 cf. 314 cf provided > 274 8 cf required Area x Rainfall x Runoff Factor 2972sf. x 2/12 x 1.0 =495,4cf Use: 10'-0" dia. x 3'-8" Solid Dome 108.7 cf 10'-0" dia. x 6'-0" Storm Drain Ring 410.6 cf TOTAL 519 3 cf 519 3 cf. provided > 495.4 cf. required Area x Rainfall x Runoff Factor 1274sf. x 2/12 x 10 =212.4cf. Site: E Use: 8'-0" dia. x 2'-9" Sohd Dome 54,2 cf. 8'-0" d~a x 4'-0" Storm Dra~n Ring 168 9 cf, TOTAL 223 1 cf 223 1 cf provided > 212 4 cf required Area x Rainfall x Runoff Factor 1260sf x 2/12 x 09 = 189cf F Use: 8'-0" dia. x 2'-9" Sohd Dome 8'-0" dia. x 3'-6" Storm Drain Ring TOTAL 202 cf. provided > 189 cf required Area x Rainfall x Runoff Factor 2030 sf x'2/12 x 09 =3046cf 54.2 cf. 1478 cf 202 cf. Use 10'-0" dia x 3'-8" Sofid Dome 108 7 cf 10'-0" d~a. x 3'-0" Storm Dram Ring = 205.3 cf TOTAL 314 cf 314 cf. provided > 304.6 cf required G Area x Rainfall x Runoff Factor 1168 sr. x 2/12 x 1 0 = 175.2 cf Use: 8'-0" dia x 2'-9" Sohd Dome = 54.2 cf 8'-0" dia. x 3'-6" Storm Drain Ring = 147.8 cf. TOTAL = 202 cf 202 cf. provided > 175.2 cf required SANITARY SYSTEM HYDROLOGIC ZONE: IV - 300 gpd/Acre ALLOWABLE SEWAGE FLOW: 300 gpd X 2.6097 = 782.9 gpd SEWAGE DESIGN FLOW: 1. Proposed Addition 137 8 gpd Case & Vehicle Storage (0,04 gpd/sf) 0.04 gpd X 3446 sf = 137.8 gpd 2 Existing Winery Offices (0.06 gpd/sf) 226 gpd 006 gpd X 377 ~f = 22.6 gpd Sales / Tasting Room (0 10 gpd/sf) 0.10 gpd X 651 sf = 65.1 gpd 651 gpd Fermentation (0.04 gpd/sf) 0,04 gpd X 2775 sf= 111 gpd 111 gpd Storage (0.04 gpd/sO 0 04 gpd X 747 sf = 29,9 gpd 29 9 gpd Repair Shop (0 04 gpd/sf) 004gpdX427sf: 171 gpd 17 I gpd Mechanical Room (0.04 gpd/sf) 004gpdX 133sf=53gpd 5 3 gpd Total Site Sewaqe Desiqn Flow 388 8 qpd WASTE WATER PROCESSING Fermentation - washdown of tanks 2 Crushing of grapes Total Processing 450 qpd 250 gpd ?OO gpd SANITARY SYSTEM REQUIREMENTS Total sewage design flow = 388.8 gpd Septic Tank, 388.8 x 2 day : 777 6 gpd Ex~stmg - Septic Tank @ 2000 gal Leaching pool area reqmred for sewage system, = 338,8 gpd / 1.5 = 259,2 sf Leaching pool area required for waste water processing, = 450 gpd / 1.5 = 300 sf Total leachmq pool area required = 559.2 sf. Existing - 3 - 8' dla.x 8' h. Leaching Pools = 601 2 sf Provide settlement tank (similar to grease trap) for waste water treatment, use 8' dia x 5' liquid depth 03.9° Z 0 0 SITE PI.AN 17' X ,, x \ .\ I I SITE DATA SCTM # PROPERTY: ADDRESS' OWNER: SURVEYOR: ZONING: SITE: AREA BUILDING: AREA 1000-97-1-25.1 1000-85-2-10 3, 1000-85-2-10.2 36225 MAIN ROAD CUTCHOGUE, NY 11935 JOHN C. & SUSAN BEDELL 36225 MAiN ROAD CUTCHOGUE, NY 11935 Tel # (516) 734-7537 Rodenck Van Tuyl Greenport, N.Y 11944 Dcense # LS 25626 Dated 1/30/86 A-C 49 42 Acres / 2,152,735 sq ft Total- 10,343 sq ft Existing: Winery. 5,110 sf Residence: 1,624 sf Storage Shed 163 sf Addition. Case Storage 2,291 sf Vehicle Storage 1,155 sf I I ~'~.- ¢"r, - . -- --' '-" .... LOT: 0,48% actual / 20 % max , .,, , , · . ,. ~'~ COVERAGE ~'x~% ' .' '~-'~,, on Suffolk County Department r~'~r~ of Public Works Aenal Survey ~' 5 ~, I ~ i · E.-.,,-I 7 cc Public water is not available · ' ' i ~ Z.,~¢ ~) within 500 fl of the property ~y ~ The locations of wells and C N 5~-° o7~ '2.0" LM I I NOTE: INTERNAL BOUNDARY LINES cesspools shown hereon are from field observabons and or data from data obtained from others Internal boundary lines are shown for the purposes of denotating areas allowed for development, as approved by the Suffolk County Development Rights Program. These lines are for reference only and are not to be construed as separate property lines or a subdivision. PARTIAL ENLARGED F~ ~L SITE PLAN SCALE: 1" = 20'- 0" SEE SHEET 2 FOR COMPLETE SITE PLAN PARKING CALCULATIONS: Existing Residence: 2 per residence = 2 spaces Exishng Storage Sheds 163 sf @ 1 per 1000 sf = 0 16 spaces Existing Winery: Offices. Tasting room' Fermentation. Storage- Garage/Repair' Mechanical. 377 sf @ 1 per 100 sf = 651 sf @ I per 200 sf = 2,775 sf @ I per 500 sf = 747 sf @ I per 1000 sf = 427 sf @ 1 per 200 sf = 133 sf @ 1 per 1000 sf = 3.77 spaces 3,25 spaces 5 55 spaces 0.74 spaces 2.13 spa~ces 0 13 spaces Proposed Addihon Case Storage: Vehicle Storage' 2,291 sf@ 1 per 1000 sf= 1,155 sf@ I per 1000 sf= 2.29 spaces 1 15 spaces TOTAL PARKING SPACES REQUIRED 21.17 / 22 SPACES TOTAL PARKING SPACES PROVIDED 26 SPACES including 2 handicapped parking spaces TRUCK PARKING & LOADING: LOADING BERTHS 1 Provided / 1 Required For drainage and sanitary calculations see sheet # 2 $OFFOLI~ COUNTY BEPA~TP45~l A*'FROVED FOR ~ONS[RUCTtGN ONLY ={r~ct~rets) s,o~n, fH~S APPROVAL~PIR~ TW0~}~ ,_ o*Z .' Sheet Title: Sll Sheet No: LU DRAINAGE CALCULATIONS: ,,, Buildlnq: ~, -. ) A, Area x Rainfall x Runoff Factor ;, f ,,,; ,, ',, ~, ! ~ 3160sf x 2/12 x 10 =5268cf cae ~.) 10-0" dia x 3'-8" Sohd Dome = 108,7 cf ,,,I '~ . ~ ~ ~- .' ,) / _ ~ ~ " ~. -- .... ~'%, ) , ~"-~ ~ ' ' ~' ZONING AC I~ / , ~ . ~ lO'-O" dia. x 9'-0" Storm Drain Ring= 615 8 cf ~ TOTAL = ~ / ~, ~-" '~ ~ ~ ~- / , ~ ~ ' 724 5 cf provided > 526 8 cf required j ~ %, . / ~ / --' / ~. -~ ~ B Area x Rainfall x Runoff Factor 10-0 dia x3-8 Sohd Dome 108 7 cf 10'-0" dia X Storm Drain Ring 2O5.3 ,. ,. -. ' , ,.'. - ' ' '.. ' , . ', ' . TOTAL = ~ ~ ~ ~-~ ~" ' X. ~ ' ~ ' ~ - ' ' '~ ' ~ ' ' ] ~~L~ -~' 314 cf provided > 274 8 cf required 108.7 cf ' ~" '~" ''~'~' '~' '~'r~ ~ '-' ' ' '' ~ '' ' '"3 ~ ~~~A ~)'"%~.0~._~ ~ J ~ lO'-O'dia, x6'-O" Storm Drain Ring= 410.6 cf . :. , , ~.~ ,. . .,~ ......... ~¢4~ ',-- ~ ',,' w ---~-~, / purposes ofdenotating areas allowed for 1274sf. x 2/12 x 1.0 =2124cf. / / ¢- : .:,, / ,~ I t } _ ¢ ii -.~ / /ZONING Aq / % ' /'C ~ -~ ~, %/ development, as approved by the Use: % ~ Suffolk Coun~ Development Rights Program, ~ not to be construed as separate prope~y TOTAL = 223 1 cf ¢. ~- These lines are for reference only and are 8'-o" dia x 4'-0" Storm Drain Ring= 168 9 cf, ' ' ~ ~'~ lines or a subdivisio.. 223 IcL prowded > 212.4 cf required E Area x Rainfall x Runoff Factor 8'-0" d~a. x 2'-¢" Solld Domo = 54,2 8'-0" dia. x 3'-6" Storm Dra~n Ring = 147,8 cf, TOTAL = 202 ~ KEY MAP 202~.provided> 189 cf requlred ADJACENT PROPERTY OWNERS , ~ SCALE: 1" = 200' - 0" ~ ~ ~ * F A~ea x Rainfall x Runoff Factor KEY TAX MAP¢ OWNER USE 3150sf x 2/12 x 09 =4755cfi A 097-1-22 Joseph ~. Szymanowski Residential B 097-1-21 Richard E. McNish & Wife Resident?l APEA ~1 SC1Mff 1000 97-1-251 Uso10, x '" cf C 097-%20 Marion A Ter~ Res~denbal ARE& fi2 - SCI M¢¢ 1000-85-2-10 3 die 3 gelid Dome = 108 7 ' D 097-1-19 Cheri Batson Res dential E 097-1-18 Charles Ca~se~s & ~fe Agricultural /AREA fl3 - SC~Mff 1000-85-2-10 2 2 IO o d~a x 3-o Storm Dram R,~g = 410,6 cf, TOTAL = ~ H ,085-2-12 3 Anthony C. Sturcken & Wife Residential I 085-2-11.3 Joseph Reilly Agricultural J 097-3-1 Joseph T. Me.ri Jr & Alexandra Residential K 097-3-2 John G, Bailey & Wife Residential L 097-3-3 ~lliam Midgley Storage M 097-3-4 Helen Z. Rogers Residential N 097-3-5 Dons B Richmond , Residential O 097-3-6 William Midgley Jr & ~fe Residential P 09Z-3-7 ~lham Bauer Residential SANITARY SYSTEM Q 097-3-8 Cherd Nanninga Residential HYDROLOGIC ZONE: IV - 300 gp~/Acre R 97-3-9 Isabel Ross Residential ALLOWABLE SEWAGE FLOW: 300 gpd X 49.42 = 14,826 gpd S 097-3-11 6 Nice Real~ Corp ~o Richard J, Russell Vacant T 97-2-1 Saeed & Mane Hashemi-Davani Residential SEWAGE DESIGN FLOW: U 97-2-23 Paul & Cheil Vivano Residential 1, Proposed Addition 137 8 gpd V 97-2-2 Edward & Denise Zuhoski Residential , 2 Existing0Case04 gpd~new & VehldeX 3446St°ragesf = 137,8(0'04gpdgpd/sf) ~ ~' ' ~ ' ~' ' '-'~ "' Offices (0 06 gpd/sf) 226gpd MAP SETTLEMENT TANK LOCATION H.S. REF, NO. TYPE 5~(r[lctt~f~.~) ~hgnf~ fHI~APPROVALEXPIR:ESTWOI2JYEARS ~r~O~ 'HE OA'E B£LOW, Sales / Tasting Room (0.10 gpd/sf) 0 10 gpd X 651 sf = 651 gpd 65.1 gpd Fermentahon (0 04 gpd/af) 004 gpd X 2775 sf= 111 gpd 111 gpd Storage (004 gpd/sf) 0.04 gpd X 747 sf = 29 9 gpd 29 9 gpd Repair Shop (0.04 gpd/sf) 0,04 gpd X 427 sf = 17.1 gpd 171 gpa Mechanical Room (0.04 gpd/sf) 0 04 gpd X 133 sf = 5.3 gpd 53 gpd Total Site Sewaqe Desiqn Flow, 388.8 qpd SANITARY SYSTEM REQUIREMENTS Total sewage design flow = 388,8 gpd Septic Tank: 388.8 x 2 day = 777.6 gpd Existing - Septic Tank @ 2000 gai Leaching pool area required for sewage system, =3388 gpd/ 15=2592sf Ex~sting-3-8'diaxS'ht Leaching Pools=6012 sf WASTE WATER PROCESSING 1 Fermentation - washdown of tanks 250 gpd 2 Crushing of grapes 200 gpd Total Processinq 450 qpd Leaching pool area required for waste water processing, = 450 gpd / 1.5 = 300 sf, Provide 1- 8' did x 12' bt. Leaching Pools = 300 6 sf Provide settlement tank (similar to grease trap) for waste water treatment, use 8' did x 5' liquid depth Drawn By Checked ty: Sheet Titl ITE ' PLAN Sheet No: 2 L~AC~HIN~, POOL5 /T'r'PJ / / / (DJ ~ PT DfA. X I'~.D FT DI=EP (2) B FT, DIA. X 12.5 FT DI=I=P EXIST. ~ ~]~ ~/~TO~ Z~.AIN EXIDTIN® ®AIrmEN EXISTING · ........... GARDEN L EXIST. LA~N ? TR,~I=~ IN FOUND LA~N 7 57,5~ · ~V,~,I.VE . ~'Z 2(=0 N/O/F JO ANNE F. DP.,A®ONIE '. SCALE: 1" = 20'-0" EXISTIN® I^IELL LANE 1 I © SITE DATA SCTM # PROPERTY: ADDRESS OWNER: SURVEYOR: ZONING: SITE: AREA LOT: COVERAGE NOTES: 1000-97-1-25.1 1000-85-2-10.3, 36225 MAIN ROAD CUTCHOGUE, NY. 11935 MICHAEL LYNNE 36225 MAIN ROAD CUTCHOGUE, NY. 11935 JOSEPH A. INGEGNO P.O. BOX 1931 RIVERHEAD, NY 11901 LICENSE # 49668 DATED DECEMBER 23, 1997 A-C 49.42 ACRES / 2,152,735 SQ. FT. 1060-85-2-10.2 1.33% ACTUAL / 20% MAX. ALLOWABLE THE LOCATIONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. PARKING CALCULATIONS RESIDENCE: WINERY: OFFICES: TASTING ROOM: TANK ROOM: BASEMENT STORAGE: CASE STORAGE: BARREL ROOM: 2 PER RESIDENCE 595 SF. @ 1 PER 100 SF. 3,212 SF. @ 1 PER 200 SF. 4,598 SF. @ 1 PER 500 SF. t,246 SF. @ 1 PER 1000 SF. 3,200 SF. @ 1 PER 1,000 SF. 7,362 SF. @ I PER 1,000 SF. SUBTOTAL: TOTAL PARKING SPACES REQUIRED: ~ TOTAL' EXISTING PARKING SPACES: 33 SPACES TOTAL PROPOSED PARKING: 12 SPACES TOTAL PARKING SPACES PROVIDED: 45 SPACES TRUCK PARKING AND LOADING: LOADING BERTHS: I PROVIDED 11 REQUIRED X RUNOFF FACTOR 1.0 -- 512.0 CU. FT. DRAINAGE CALCULATIONS ROOF AREA OF ADDITIONS DRY WELL AREA X RAINFALL ~ 3,073 SF. X (2/12 FT.) X USE: (1) 8'-0" DIAMETER POOLS 1- 8'-0" X 2'-9" SOLID DOME = 54.2 CU. FT. 1- 8'-0" X 4'-0" SOLID WALL RING = 168.9 CU, FT. 1- 8'-0" X 4'-6" SOLID WALL RING = 168.9 CU. FT. 1- 8'-0" X 4'-0" STORM DRAIN RING = 168.9 CU. FT. 560.9 CU. FT. 560.9 CU. FT. > DRY WELL AREA X RAINFALL J[~" 3,675 SF. X (2/12 FT.) USE: (1) 8'-6" DIAMETER POOLS 1- 16'-0" X 3'-8" SOLID DOME = 1- 10'-0" X 4'-6" SOLID WALL RING = 1- 10'-0' X 4'-6" STORM DRAIN RING = REQUIRED 512.0 CU. FT. X RUNOFF FACTOR X 1.0=612.0CU. FT. 108,7 CU, FT. 273.7 CU. FT. 273.7 CU. FT, 656.1 CU. FT. REQUIRED 612.9 CU. FT. 656.1 CU. FT. DRY WELL (DW) "C" 2.00 SPACES 5.95 SPACES 16.06 SPACES 9.19 SPACES 1.24 SPACES 3.20 SPACES 7.36 SPACES 43.00 SPACES AREA X RAINFALL X RUNOFF FACTOR 2,713.4 SF. X (2/12 FT.) X 1.0 = 452.23 CU. FT. USE: (1) 8'-0" DIAMETER POOL 1- 8'-0" X 2'-9" SOLID DOME = 1- 8'-0" X 4'-0" STORM DRAIN RING = 54.2 CU. FT. 168.9 CU. FT. 223.1 CU. FT. REQUIRED 186,0 CU. FT. RUNOFF FACTOR 1.0 = 452.23 CU. FT. 108.7 CU. FT. 205.3 CU. FT. 342.1 CU. FT. P~[QVJDED 223.1 CU. FT. > DRY WELL AREA X RAINFALL X (DW) "D" 2,713.4 SF. X (2/12 FT.) X USE: (1) 10'-6" DIAMETER POOL 1- 10'-0" X 3'-8" SOLID DOME = 1- 10'-0" X 3'-0" SOLID WALL RING = 1- 10'-0" X 5'-0" STORM DRAIN RING = 656.1 CU. FT. REQUIRED 452.23 CU. FT. X RUNOFF FACTOR X 0.9 = 415.71 CU. FT. 54.2 CU. FT. 190.1 CU. FT. 190.1 CU. FT. 434.4 CU. FT. REQUIRED 415.71 CU. FT. 656.1 CU. FT. · NEW PARKING AREAS EMPLOYEE STORM DRAIN AREA X RAINFALL (SD)"E" 2,771.43 SF, X (2112 FT.) USE: (1) 8'-0" DIAMETER POOL 1- 8'-0" X 2'-9" SOLID DOME = 1- 8'-0" X 4'-6" SOLID WALL RING = 1- 8'-0" X 4'-6" STORM DRAIN RING = 434.4 CU. FT. > PUBLIC STORM DRAIN AREA X RAINFALL (SD) "F" 3,109.4 SF. X (2112 FT.) X RUNOFF FACTOR X 0.9 =466.41 CU. FT. USE: (1) 10'-0" DIAMETER POOL 1- 10'-0" X 3'-8" SOLID DOME = 1- 10'-0" X 3'-0" SOLID WALL RING = 1- 10'-0" X 3'-0" STORM DRAIN RING = ' 519.3 CU. FT. 108.7 CU. FT. 205.3 CU. FT. 205.3 CU. FT. 519.3 CU. FT. REQUIRED · 466.41 CU. FT. IiDI02 512:210"3 Z Z DATE: SCALE: SHEET TITLE PAl :TIAL srrE PL[N SHEET NO.: JO~EEF~H ~.~ ILL.¥ AREA # 3 AREA # 2 N/O/F KEY MAP SCALE: 1" = 100'-0" AREA # 1- SCTM# 1000-97-1-25.1 AREA # 2 -SCTM# 1000-85-2-10.3 AREA # 3 -SCTM# 1000-85-2-10.2 2.61 ACRES 42.34 ACRES (DEVELOPEMENT RIGHTS SOLD) 4.39 ACRES d~ ¥ SEPTIC TANK 2500 GALLON OUTLET 20'I 12." MIN. MAX. ~ INLET 'MIN.- TYPICAL LEACHING POOL IDETAIL N.T.S. BUILDING AREAS EXISTING RESIDENCE: EXIST. VINEYARD BUILDING: 6.100 S.F, WINERY: EXISTING: 8.556 S.F. PROPOSED: FIRST FLOOR: ~ BASEMENT: 7,179 S.F. TEST HOLE BY McDONALD GEOSCIENCE TEST HOLE DATA 0.5FT 2 FT. 17 FT (7/6/2001) GRADE ELEVATION +55 FT. BROWN SANDY LOAM OL BROWN LOAMY SAND SM IT PALE BROWN FINE TO COURSE SAND COMMENTS: NO WATER ENCOUNTERED NO SCALE dDUILOIN~ ~IALL TANK. k'-dF,' IF'. +E4.40~ ®~A~F, LINF, ELEVATION -+ D&.6~ FT. I' MIN, 2' MAX LIE r7 _EACHIN~ POOL SEPTIC PROFILE (N.T.S.) N/O/~ HILZ~A .JIMINEZ R, EVIEE~ VD/02 5/22/d LANE FOR AC~ITIONAL INFOI~MATION G[~I~ 5Ht~F'T NO. I SANITARY CALCULATIONS - AREA#1 HYDROLOGIC ZONE: IV- 606 GPD/ACRE ALLOWABLE SEWAGE FLOW: 600 GPD X 2.61 = 1,566 GPD 1. EXISTING RESIDENCE 300.0 GPD 2. WINERY ( EXISTING & PROPOSED) 1;013.14 GPD TOTAL AREA #1 SEWAGE DESIGN FLOW: 1.313.14 GPD OFFICES (0.06 GPD/SF) 0.06 GPD X 595 SF = 35.70 GPD SALES/TASTING ROOM (0.10 GPDISF) 0.10 GPD X 3,212 SF = 321,2 GPD WINERY SEWAGE DESIGN FLOW CALCULATIONS: 35.70 GPD 321.2 GPD FERMENTATION (0.04 GPD/SF) 0.04 GPD X 4,598 SF = 183.92 GPD 183.92 GPD STORAGE (0.04 GPD/SF) 0.04 GPD X 3,200 SF = 128.00 GPD STORAGE (0.04 GPD/SF) 0.04 GPD X 8,397 SF = 335.88 GPD 128.00 GPD 335.88 GPD MECHANICAL (0.04 GPDISF) 0.04 GPD X 211 SF = 8.44 GPD TOTAL SEWAGE DESIGN FLOW FOR WINERy: 8.44 GPD 1.013.14 GPD SANITARY SYSTEM REQUIREMENTS FOR WINERY TOTAL SEWAGE DESIGN FLOW = 1,013.14 GPD ~ 1,013.14 GPD X 2 DAYS = 2,026.28 GPD {1) 10 FT DIAMETER X 6 FT HEIGHT SEPTIC TANK 2,500 GALLON LEACHING POOL AREA REQUIRED FOR ~EWAGE SYSTEM~ 1,013.14GPD / 1.5 SFIGPD = 675.33 SF. (3) 8 FT DIAMETER X 12.0 FT HEIGHT LEACHING POOLS = 901.8 SF. 1.FERMENTATION - WASHDOWN OF TANKS 506 GPD 2.CRUSHING OF GRAPES 400 GPD TOTAL PROCESSING: 908 GPD LEACHING POOL AREA REQUIRED FOR WASTE WATER PROCESSING: = 900 GPD / 1.5 = 600 SF PROVIDE (2) 8 FT DIAMETER X 12 FT HEIGHT LEACHING POOLS = 600.6 SF ' · PROVIDE SETTLEMENT TANK (SIMILAR TO GREASE TRAP) FOR WASTE WATER TREATMENT, USE 8 FT DIAMETER X 5 FT LIQUID DEPTH. SCALE: 1" SHEET TITL SIT PLA SHEET NO: FOR ENLARGEMENT SEE SHEET # NEW TASTING ROOM DOWNTO BASEMENT EXIT RAMP DOWN EXIT NEW NEW NEW & NEW RAMP DOWN F FUTURE TANKS FUTURE TANKS NEW TANK ROOM ADDITION EXISTING TASTING ROOM EXIST. EXISTING BOI 1LIr~ LINt: EXIST. ENTRY SKYLIGHT FIRST FLOOR PLAN SCALE: 118" = 1'~)" EXIT EXISTING CASE STORAGE EXISTING CASE STORAGE EXIT COVERED WALKWAY LEGEND EXISTING WALL ~NEW WALL WALL TO BE REMOVED CHANICAL ROO· EXISTING LOADING DOCK DN ON PROGRESS PRINTS NOT FOR CONSTRUCTION DATE: 4/12102 REVISIONS 31711 2 5124 '02 0 >. 0 · 2007 A RJB CHECKED BY: NS , GENERAL NOTES MATERIALS Roofing: Fire treated wood shingles - natural cedar Standing seam metal roof at Iow pitches - bronze Siding: Windows: Trim & Railings: Terrace Walls: Seasonal Tent: Cedar board and bart with cedar shingles Color - "Cabot" solid body stain - Navajo White "Marvin" wood windows and doors - white Clear cedar - white Stone Veneer - Misty Rose White with tan stripes CONSTRUCTION TYPE Type of Building Construction: Type 5 (with sprinklers as required) Occupancy & Use: C3.1 - Winery NEW CONSTRUCTION H~H+H ~OUTJ~LE LEVATION SCALE: 1/8" =1'-0" NEW CONS, TRUCTION ) NORTH ELEVATION SCALE: 118" =1'-0" NEW CONSTRUCTION T I N SCALE: 1/8" =1'-0" -- NEW CONSTRUCTION WE,.~.EVATIO N SCALE: 1/8" =1'-0" <~-- ~t~ ~o7 G Drawn By: Checked B' Scale: ~'~ i~_~,, BUll-DINO ELEV~ [TIONS