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1000-97.-1-25.1
i ,:,.. ,.:. y ..w... }.. ... .t ram+". .� d iF..44S ngggq 4 N R-:- ..'taw:..+•..« .r<Y.IDxC:. �'€;-.. .. .7, ��p /22/9G .x SITE DATA 6f7 /9 (o 1 / + � SCTM # � �� j ° I..ITIC�I-�Tr1-,I� 1000-97-1-25.1 1000-85-2-10.3 1000-85-2-10.2 PROPERTY: 3622�5 MAIN ROAD >h , ADDRESS CUTCHOGUE, NY 11935 � � `. �:` �° � Eta � c�F ��i•i��".�i�,I",.� ''� 3,_�_ • -- • __ (} '." {rr'Y$'" t • "--- .. •. - \a``` - .- - ,� f 1....++ I ,,,,r - P 1 1 •.. _ 1 1 T - k; • d ] OWNER: JOHN C. & SUSAN BEDELL Ail36225 MAIN ROAD L,�+ ``o t /1 _ CUTCHOGUE, NY 11935 31 E:\/M L-•O f�NA Et,•,i 7 iiZI C�i—I T it'i fiAGT U �� 1 A)0 6M e(Lc 04 c- Fan t, e e .__"----- -- -- - _ + � 03 11 7 Tel # (516) 734-7537 dam' 2'/z' 311�"dGUS (} 7 f 3 J SURVEYOR: Roderick Van Tuyl � GA ook .r. `• ' '� lt� 7� 1 Greenport, N.Y. 11944 r° e� 3i_ j J License # LS 25626 + IcON +. K3# Pi / I, Dated: 1/30/86 .1 J od U) t• � '+ r I y .;.. _ I 3�- EXIT Il.�ltlE t� ; G. A-C ry 3.. t t F - SITE: 49.42 Acres / `. , °'` 1#"1'Ptly -"" 1 !�►+ .` '--- �._ -P cn 2,152,735 sq. ft. (V U AREA ._ t t , . 11 N-l.P. i BUILDING: Total: 10,343 s ft. 2.4 ca - q AREA Existing: z Clzx 1 \ ,� �aNN�N r Winery: 5,110 sf Residence: 1,624 sf P.N!�I p�1. 1 t A �w� 1 ,F< age .✓� !�► Storage Shed' 163 sfk�iCH LP SOX i �t"'y \ Q ► �� Addition , ., Case Storage:9 < t T Vehicle- Storage- 1 15 i 5 sf 1J 1 f�a,� M 9 , I _ 01 .. .. ,, i ',, w �IV __� ---- •.- ► � t�r�ll� ,,. a _ /o actual 0 /o max LOT 48 / 2 _,.... , , .. �.> , :.,,, ,,." .: .. _ �._ _ _ � o �,R.i Tt.N � _ COVERAGE RAG E .� a W C V 0 Z Lia �t, . t ,•R .. ,.r;.�.1 '. _.,yam. e,: `hf r m y r?l 1' ,. r . 1 ^ I ( Lam. 1 Y � 's a,"s t, ;�,., .>n A ,. T - 4`r•�+•� t.4r � 1 1 � �e r QI. � ',�..,.., A,:...:, h : ,s��„ 4�i 1� ', .. `_"'_ �C' 1 I 1 1. 1 ( —._.• ...—+,•.• ,_ I 1 1 � x���. �; k � � Y;' _ -�,: � 1, ,.. 1 -- � NOTES: Elevations - E- �. 5 � t «��, .� � .� �> _ --fYp � ,� __ _- __ _ __,, are based J t� � 1 . �� `�, � � ,� , '� Oi1S x 1 3 F,R t h s`+�.*; 1Y� Il ,. I 1 \ 4 '� 1 ► GC,u.J 1 :.: 5 a'4 .F . 7 1 1 I r < 1 � y� �, ��°„ �� ,�; . r �� - � r on County Department r �1 , + + `►vr ► i Suffolk r, r of Public Works ,, � t,f t ., , . ,y:� ,. � , .� __•�. �� � � Pu Aerial Survey. Public i t available l Sa o I e/ water �s no z t. . ", a s a; x l i r Pia ► �,"�,( .' . r �> , ,� , �, ., � ; ,+ { '��",� 1' a within 500 ft of the property. r : � � eat Kl y> ram, . ' ^e�Tr�aQ,• G T ,�r � ° � M � ..�� .r7 Fepl� �,,, i `' g � _ e Z �} The locations of wells and [L ' p 1 � ,r y I ld a- cesspools�•*t t eR r; ci }� i 4 r=r, 1 pools shown hereon are • " t rt„r � �� . ., 4� .�, : ' - �I�/- , �l from field observations and or �,P" ,•f r �:h' I r'"`�'rf AEI'•` 4 � � ti xr ti d l "+ :m ir�K M Z 3 z is E31 ci Z ItjNTF t data from data_,,• Ttt+a G �• t-.�i � obtained , r� from . . ,.; . .,. .» .. ' ,, ....;: r�;y,,� . . • ,a� , : ',,, P"t P�i,c,.�p► �I_,��' I�1 � p r others, , w t .[z t 1 >". c . .<.,, i.L, .,MY,y., ..,,., s'Af, ,�: ��.r; __...... 1C'✓ CFI r '1 i� s rs, ,.. 0 W C _ ,. ,. I_' _ v�u - PARKING CALCULATIONS. ' ' A`r ,f>., .. *'� ,+ • w^'- .tt''', ',`?�.f`,`' :.,: �� : + ?3 �: I'@►,t- ^V rw'?. �r. "' ►.4. � � U Fi�c _ �� + • Existing Residence: 2 per residence 2 spaces TUrzc g p p ILL. I h„r M:5� I � _ , ,, t��..�,., ,; ,>t ., .:- . . • >� sf 1 per 1000 sf - 0.16 spaces ,�. Existing Storage Sheds. 163 p / , , �r x.,k., �� Tx�a .'•: - y. r 3 ExistingWiner • t ` � _ � � t� i , � Y• _ 77 spaces i Offices: 377 sf @ 1 per 100 sf - 3. spa x Q � iemN '•� -- �• I- ,� a�L ?t• iY i Tastttlg room: 651 sf @ 1 per 200 sf 3.25 spaces sT ;. i ''��E>\ts, i— 1 i, kra'TI►�t� ' Fermentation: 2,775 sf @ 1 per 500 sf = 5.55 spaces • r> SR - T 1 'SL / t Storage: 747 sf 1 per 1000 sf = 0.74 spaces .rr \ NN, Gars e/Repair: 427 sf @ 1 per 200 sf = 2.13 spaces Y 9 ( J- ^t O t Mechanical 133 sf 1 per 1000 sf - 0.13 spaces JUTII.� i r ,.t _ _ i Proposed Addition: T�E.81„' Nd�, � RL��lDv�D r p Exi r ��PO) N(=1,,� l-�JE"F_ 3Z o �`- ReL©c�,-t-eG, P _ h �tv17 t >! Case Storage: 2,291 sf @ 1 per 1000 sf = 2.29 spaces <C S t'Tj� r,l _ G►ea r.- - i t �. � Vehicle Storage. 1,155 sf @ 1 per 1000 sf = 1.15 spaces - l< CST EM fi?'t_ R �-- i r ,y Y * � µ H i ) r- 2C C, ,y �T © r� Cty-r `,4 78: ,I• V I'll, r r �r•' r r , „ v .v iaj L'f?3 '�iE .,r x ' ,- Ltd 05L-�- ..-. � -.- r , TOTAL PARKING SPACES REQUIRED: 21.17 / 22 SPACES y `^ a ,r w > N 5,•t ' r" rr N'h �JI ) z i 2 ^7G L z ' � N I- pr7' 3 i�T r � . « t GERTr�pi;ZAI1Et ATE a� 1 . w C LPG 4t ``+ `P rt TOTAL PARKING SPACES PROVIDED: 26 SPACES " ARTr.. Y: l.Y p,� cT E S r including 2 handicapped parking spaces w , Ln = M K , 1 IfC t ram ' 1 1 I r ' "{ 'wlsic�+y2. �"TiT �Y rrg5 t t , 1 Q , Ealt{ '7`►tJ `�1E1 TY Z ,,` 1 ` 0 L,. a yJ� E r . TRUCK PARKING & LOADING: --r L+= * a-tiryc.� �, �t.Z` i�rcr tt 1 / ,e j a LOADING BERTHS: 1 Provided / 1 Required �rsT►NL n" 1 t Q t YE+`t'v71„Ma�l ,� tt �' - 1' I For drainage and sanitary calculations see sheet ## 2 P �'H.$.r•,j •7-I t� Lh„t w s' N iLtt R� In case dbdustrial buildings,the following statement must be shown on your plant and on�ed by the owner of the facility: t F l to Suffolk County Sanitary' Code Aatieles 7 and 12 I, KIP 8 DELL �• 1 „ OF ANf hereby ertlfy,that there will not be any Industrial waste or other non-sanitary wastes discharged from the building and there will h €fi toile or hazardous materials stored it the opts unless specltle pennfts of exemptions are granted)to thole Altiolss. be no t ♦ � 4 I tt ii / trl Facility(wnees Sig natur (�' J" 4 Z ,, C �� ®/ l P ,` PI »► -, 017953.1 P • SUFFOLK COUNTY DEPARTMENT- OF NF,AI TI; SE�tld��' APPROVED EOft ::ONSTE�UCTPGN i7t4LY �� N ?` 1 H.S. REF. NO. 1 r O �I I,+d.L. N l�'-`f" V I � E'120P�R-'T�t' LI t�l E >, � 1 ) ` �I � , .:._.... .....F�k��...� Proje o: '9�a 1 q 1 N-T�I_J t�1 E to t N 4p oil' u i fl TYPE 2a �.l 2G+0, C?C? !f Drawn By; 1,J f" � Y . ' Z'� I 1 P J W Zhit approval is grante%t fa+ tits construction of life Sep► l �p ., U i l disposal aisd water supl�I4 4acil�tits pursuartttoAu�icl ��,t Checked By: NS �� 1 of th'r iuftolk County Cai7itary ^ode and is not aft Rxpte4sp r t 1 _ nor im 5ed .approval to discharge from or - 1 t i pn is uct;upY tG " L.t ,+.i, t 1, Date: f'7 ^ 5 N �" ., struC.urP S' . x 'T',cs.}c i*A,o,p to 0c -�17 - I - 22 1 / I .l } stronn. f VV. APFttO�Al EXPIRES IYNG 1 1 Y R FROM iliE DATE t3ELOW. � , �`` _'. i5e.+,�►.M aL t�/F f YZA G�N{ 1.!'j" i G uti 'U`�r .Z c Scale: I" 4W 2.0 �' ty pALi3. pyiz:oi,1�.Jt * � L.o^t,4 ILIT 0L. DATE SlGr.r,�'latE !J M` r Sheet Title: 7 NOTE: I N T E RNJA L BOUNDARY LINES Irltt. irlt,.�v. l•rlilI' cs� N boundary or the Q � N @ FO tI J �/Z P 'jr c ,v —II`rE Internal bounds Hines are shown f for � SATE purposes of denotaatmg areas allowed ' sva.ly sW development, as approved by the �-_ ty ielopment Rights Program. • Suffolk .County ©e� :a u► T These lines are for reference only and are W �" ' d g . �- APR%t1VEW 4, Q ENLARGED not to be Construed as separate property PARTIAL r BOARD lines or a subdivisi�ion. � tY PI.ANN�NG 80 . ' d1 OF SCfUTHOLD � sheet No: SITFE PLAN r GO J Tt4Ck_ �.1,Y. :i 71 E 0 U �� '� GrGJ� Mf.�, � SCALE . �•• s ��•� ��• Q r� 7/9 _ r_i 1� �� s.A SEE SHEET 2 FOR COMPLETE SITE PLAN OCT 7 0 � Y f ry Y �,. AJ .irr..rl�Mrl�rr n F R.F-,VI aIz5N'81 l DRAINAGE CALCULATIONS: Building: I Area x Rainfall x Runoff Factor 7 /1 A, 3160 sf. x 2/12 x 1.0 = 526.8 cf. Use: 10'-0" dia. x 3'-8" Solid Dome 108.7 cf. \ ® 10'-0" dia. x 9'-0" Storm Drain Ring = 615.8 cf. ZONING AC_ t ' { 1 TOTAL = 724.5 cf. V, 5 l ti �.: % � 724.5 cf. provided > cf. required J 52 0; 6 8 u' AT I" B Area x , ,�. Rainfall x Runoff Factor '. \ w o �\ .� 1` `\ 15.�} v , •� 5*t eat► da .c 1 �. :, , 1645 sf. x 2/12 x 1.0 - 274.8 cf. '*fat':'.:' \ '` � � � � � � �. .. .• .; .. � {� \ ° � �,� `� `\```` ; •\ , ,�`, /� �� T 30 Use: 1-0'-0" dia. x 3'-8" Solid D ome = 108.7 cf. '�. "• r '� �` 10-0 dia. x 3-0 Storm Drain Ring _ TOTAL 314 cf. _ . . > o t , . 314 cf. provided 274.8 cf. required U) C. Area x Rainfall x Runoff Factor ` \ ' 3t Q1 �t �s�, ,2972 sf. x 2f12 x 1.0 = 495.4 cf. z y Use: t " .,�s. 10-Q dia. x - `� �. � , �\ q . =��_�y�� .. •� ��,.���� � 3 8 Solid Dome 108,7 cf. \ Gres.Q 1 " 1 n \ \ I t1 1 Q-0 dia. x 6-0 Storm Drain Ring =y \ , \ \ `\ `� �� �, `' , `\ 'fie w � g 410.E cf. 0 .,t� I c ' ► '� '� ~ TOTAL F,: •., Z3 .7 � -, _.. _. `\ r = 519.3 cf. • • .r, . .,.. � % :,• _ -� .. ._ ..� ,_ .- � 519.3 cf. rovided > �`e . ,R ,J p 495.4 cf. required .: . . - N. TE:, INTERNAL BOUNDARY LINES �/ D. Area Internal boundary lines are shown for the x Rainfall x Runoff Factor 1274 sf. x 2/12 x - Q purposes of denotatin areas allowed for 06 p p g � 10 2124cf ;r ZONING A \�,� �y �; T development, as approved by the Suffolk County Development Rights Progrom, 8'0 o ° dia. x 2'-9" Solid Dome 54 2 Cf. -'4' These lines are for reference only and are 8 011 1 11 dia. x 4 0 Storm Drain Ring168.9 cf. em 1 ^ n � . l �; F not to be construed as separate property TOTAL = 223.1 cf. c _-- DL �' lines or a subdivision. 223.1 cf. provided > 2.4 cf. required Q �" 21 equ• , / -' ESFUDGE LANE h9af , Z \ o w E. Area x Rainfall x Runoff Factor \ 1260. sf. W� x 2/12 x 0.9 - 189 cf. = Z> 20 Q AIK .. z5" a Qp 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 ' i ADJACENT PR OPERTY OWNERS KEY , MAP. SCALE: 1 200' - 0" as wd , KEY TAX MA'S # OWNER USE F. Area x Rainfall x Runoff factor A 097-1-22 Joseph P. Szymanowski Residential B 097-1-21 Richard E. AMcNish & Wife Residential ., 3150 sf. x 2l12 x 0.9 = 475.5 cf. �'- ARFA #1 - SCTM# 1000 97-1-25.1 C 097-1-20 Marion A. Terry Residential M# D 097-1-19 Cheri Batsom Residential AREA /t2 - SC 1 10p0-85-2-10:3 . Use: E 097-1-1$ Charles Carttselos & Wife Agricultural AREA #/3 - SC1Ml/ 1000-85-2-10.2 10,-0" dia. x 3'-8" Solid Dome = 108.7 cf. 2-10'-0" dia. x 3'-0" Storm Drain Ring = 410.6 cf. TTAL i. G 0$5-2-12,2 h Jimine;z Residential Hilda�s3 518 cf. provided > 47O cf. required 51t3.13 ' H -085-2-12.3 Anthony C. ESturcken & Wife. Residential t 085-2-11.3 Joseph Rei tjy Agricultural >$ J 097-3-1 Joseph T. Mlacari Jr & Alexandra Residential 't K 097-3-2 John G. Batey & Wife Residential cz z L 097-3-3 William{ Midgley Storage M 097-3-4 Helen Z. Rogers Residential N 097-3-5 Doris B. Ricthmond Residential 7 . 0 097-3-6 William Midglley Jr & Wife Residential n P 09,7-3-7 William Bauer Residential T Chard Nanniirt a Residential ,-' 1 Q `097-3-8 Che g SANITARY SYSTEM . >, R 97-3-9 Isabel Ross Residential HYDROLOGIC ZONE: IV - 300 gpd/Acre S 097-3-11„6 Nico Realty iCorp. c/o Richard J. Russell Vacant ALLOWABLE SEWAGE FLOW: 300 gpd X 49:42 = 14,826 gpd � rj T 97-2-1 Saeed & Matria Hasheri-Davani Residential U 97-2-23 Paul & Cheryl Viviano Residential SEWAGE DESIGN FLOW: Q ' V 97-2-2 Edward & Dienise Zuhoski Residential 1. Proposed Addition 137.8 gpd V� V) , Case & Vehicle Storage (0.04 gpd/sf) 0.04 gpd X 3446 sf = 137.8 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) 65.1 gpd :• _ ti� 0.10 gpd X 651 sf = 65.1 gpd 5ltFFtllt(COU'iVTY DEPARTMENT i?f HEALTH SERVICES:. � � APPROVED FOI? ;Of�STkUCT�uN ONLY}� Fermentation (0.04 gpd/sf) 111 gpd a P E C O N I C H.S. REF, �10. �� ��Co .��3 FLOW�� 9P 9P 0.04 d X 2775 sf - 111 d t ��,• � \``,` - � irP � ' �-�.�?' �' oil. 53-1 Storage 0.04gpd/sf) 29.9 gpd _ .CAST tRON FRAME AND 0.04 gpd X 747 sf = 29.9 gpd 11958 ', � crnciizre m un�DE U spoaa Pardo aterrsuuld,fio ci the �pint�Uc�teto Articles the sanitary and r ', - i ",f tr. 5U(tGi�r, Count+ unitary urie and is not an ex resspd Repair Shop (0.04 gpd/sf) 1'7.1 gpdProject o: �1 t � + ; FINISFIEO QRADE TT H\ Q L `1 nor �rnp.iP,d approval to discharge from of occt;py tt'ie _ stractuie(s) shoran. THIS APPROVAL EXPIRES TWO (2) YEARS 0.04 gpd X 427 sf - 17.1 gpd a o _ Z4• f 0M 1ftE dAtE 8ELOW. Drawn By: ;J 17 �, •� /7'�� Mechanical Room (0.04 gpd/sf) 5.3 gpd - OATS �,�„ 0.04 gpd X 133 sf 5.3 gpd Checked By: r.J' SiCND'i1RF at EAST °. i _ WN 4' CLASS 2400 114•PER fT. CUtCHQGUE ;' � Date:Total Site Sewa eq Design..Flow: 3$$.8 gpd `�".,1 � q fGtN1MLE1ff. _ ytMM14••CLAMS 2400 PIPE ON EQU1M1Ll�W.WCMM 1/A•PER rr. f"�i- AL SANITARY SYSTEM REQUIREMENTS • Fa 6) PAe PA7 A a s r;.v e1 Total sewage design flow = 388.8 gpd Sheet Septic Tank: 388.8 x 2 day = 777.6 gpd e. Titi Existing - Septic Tank @ 2000 gai ° Leaching pool area required for sewage system, NEtK tall ' -� , s-�;o. - - 338.8 gpd / 1.5 259.2 sf. i . + � Existing - 3 - - _ g $ dia.x 8 ht. Leaching Pools 601.2 sf. PAN WASTE WATER PROCESSING „ , F LITTLE .f �. t Marsr P' ✓5°�r 140c, 1. Fermentation - washdown of tanks 2 5Q gpd i �! NFCK �.- 2. Crushing of grapes 2100 gpd Total Processing 450 gpd ,.. Y Leaching pool area required for waste water processing, Sheet No: ' = 450 gpd / 1.5 = 300sf. LOCATION MAP ETTL. M - T TANK Provide 1- $' dia. x 12` ht. Leaching Pools = 300.6 sf. zr Provide settlement tank (similar to grease trap) Ifoc waste water treatment, use 8' dia x 5' liquid depth; � �""� 'M� F..x>�,a t�d�idN Ch t• t"rt � c�r+lt "' l �c i 4TI Ncfi sTBrt • Ny P60 I2 Ea 60trZ a n HO IZEWVieEP L,94e.t4it%4`a I... AI�� s 2� 15g1 $I" x W Eft YlN4 `r'3T'1=M EDKp .P Cxc"1'�f F. Y kj) PLANNING BOARD MEMnr;RS ' Town Hall, 53095 Main Road RICHARD G.WARD Chairman Y�� '~ P.O. Box 1179 F Southold, New York 11971 GEORGE RITCHIE LATHAM,JR. :: ' BENNETT ORLOWSKI,JR. d, >: r� Fax (516) 765-3136 WILLIAM J. CREMERS Telephone(516) 765-1938 KENNETH L.EDWARDS 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, 6ic and G. Ward Chairman enc. cc: Building Dept. Board of Assessors PLANNING BOARD MEMB OSVFFO(1(C Town Hall, 53095 State Route 25 BENNETT ORLOWSKI,JR. Chairman OGy P.O. Box 1179 `Z` WILLIAM J. CREMERS p Southold, New York 11971-0959 KENNETH L.EDWARDS N = Fax(631) 765-3136 GEORGE RITCHIE LATHAM,JR. O .F Telephone (631) 765-1938 RICI-iARD CAGGIANO 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 Y yours, ours / _-... Robert G. Kassn r Site Plan Reviewer RGK:ck Cc: Edward Forrester, Director of Code Enforcement S A M U E L S & S T E E L M A N September 27, 2000 SEP 2 S 10U0 I Mr. Robert Kassner 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 Nancy S elman, R.A. v Enclosures ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 O CM Fax (516) 765-1823 `n z Town Hall, 53095 Main Road Telephone (516) 765-1800 O P.O. Box 1179 4, �aQ Southold,New York 11971 SOUTHOLD TOWN LANDMARK PRESERVATION COMMISSION 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-53 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 A M U E L S & S T E E L M A N September 20, 2000 Mr. Robert Kassner D �� Town of Southold Planning Department P.O. Box 1179 Southold, NY 11971 SEP 2 5 ZODU 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. A new 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. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631)734-6405 FAX(631) 734-6407 s 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 ANancylelman, R.A. cc: Mr Michael Lynne Enclosures S A M U E L S & S T E E L M A N D � September 27, 2000 SEP 2 8 1000 I Mr. Robert-Kassner Town of Southold Planning Department Southold Town Planning Board P.O. Box 1179 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 Nancy St elman, R.A. l� Enclosures ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631)734-6405 FAX(631)734-6407 ��gUFFO(,�c �� OG ,Y y1 o Fax (516) 765-1823 N = Town Hall,53095 Main Road Telephone (516) 765-1800 O P.O. Box 1179 Southold,New York 11971 SOUTHOLD TOWN LANDMARK PRESERVATION COMMISSION (C 0(� cl 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-53 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. , Sutr D Tff�8y/ 4w i ExoEL 0 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY EDWARD J. PETROU, P.E. HAUPPAUGE,' N.Y. 1 1788-5518 aJOSEPH H. BOARDMAN REGIONAL DIRECTOR ACTING COMMISSIONER April 30, 1997 Mr. John Bedell Bedell Cellars Main Road, Route 25 Cutchogue,New York 11935 Your March 26, 1997 Submission Bedell Cellars Route 25, Cutchogue N.Y.S. Permit 10-96-0349R Dear 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 turn 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 regarding this matter may be directed to Mr. Gary Hills of this office at(516) 952-6020. Very truly yours, Original signed By � c��iAs F. 0ELE�ICH FfIf+:�_ �� , OMAS F. OELERICH,P.E. Regional Traffic Engineer (� h� ' q MAY 5 199 1 -=' cc: Valerie Scopaz, Town of Southol l+il l l 151,T TFO:GH:JS PLI,r,�;,;i���_KAIRD 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 Cefla�_sl- This site plan is for a 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 vY... 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 final 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: George 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? 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, 1996. 1 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 Vcyto�brc Q�private street from the above mentioned property on 1996. URAL TALGAT Your name (print) Signature AMUELS & STEELMAN ARCHITECTS 25235 MAIN ROAD, CUTCHOGUE, NEW YORK 11935 Address October 15, 1996 Date LUFOROMH Notary PWr,State of New York C? ��— No.4985863,Suffolk Count Notary Public erm XP►res 3,19�E7 PLEASE RETURN THIS AFF/DA V/T AND CERTIFIED MAIL RECEIPTS ON THE DA Y OF, OR AT THE PUBLIC HEARING Re: SCTM#:Date of Hearing: OCT 2 i f998 +} '' 10121 hh SOUTHOLD TO N11 PLANNING BOARD • Submission Without a Cover Letter Sender: Nanc S fe-&f ma Il Subject: Bedell Ce/ 10its SCTM#: Y 000- — ,- Z S Date: b�f 1 Comments: C.L Ak Guy �2it,i i�- OCT 2 I (egg SOUTHOLD TOWN PLACING BOARD U:-I 1G. 17�G 7. I-4HI'I r' G FP,df'1 f J`r'SDi REGION 10 TRAFFIC PHONE No. 515 952 6029 PERM 42p(M3) 81 - OF NEW YOFiiC C1 P ENT,9F.,7RAN5 ITATiON HIGHWAY-WORK PERMIT :] r '? �•• 'J `+. .,i "ram n .:y: ,I ... .. .• . r . .1 ._ i • -sma. Permit Fee .• 5 ��Lr.�: __: • . , .�t .. • •, �: , � . .. "-permit�ID::� .� g insurance 175.00' "` Project IdentiHcatiort o.: Total Rece►ved $ Expiration Date: 725.00 Check or M.O. SH Na.:83d7 � : . _ ;i $72g _ _ f... . Deposit Rec,for$ O.UO Check or M.O. No.: Estimated Cost of Work Performed l.n the State Flight-of-WayOa $ 'Perrfiittee: $ 0.00 91 )ELL VINEYARDS,"'INC. Chargeable to Bond No,; SU2027975 Rf C, 36225 MAIN RD. or U nderta king on File: ' Cl rCROGUE, NY... 1143 - I 11111ing Address. empiete H diffeWd front anouei Retum of(deposit Made Payable to.(con,plft M drlferemt nom Pem>fftee) I I r Under the prov ions of the Highway Law or Vehicle,&Traffic l air,penfiissiod is hereby granted to the permtttee to: I TO OPEN THE NO `k'SIDI V STATE ROUTE 25, EIO ORI06E LANE, CliTCHOGUE, FOR'IK•P IR905E..OF_I[tST.AIIING NEV.ACCESS 10 BE " DELL iiINERY; A ': IiORK: NYS ShCS OR AS08E MAINTENANCE AND PA01 CTIOM,OF TRAFFIC RESP. DF PfRhITTEE AT ALL TIMES ETC. THE PERMI'll".E IS IIESPONSiBLE FOR THE'MAINTENANCE -AND..P'ROtECTiON OF TRAFFI6, ANYpNE W0RKING'IN Yti4 $TATF HIGHWAY RiG iT-OF=WAY 1$'AEOUIRED TO WEAR HIGH VISIBILITY APPAREL(ORANGEIYELLOW)AND HARD.HAT. �. County- .. 91 "FOLK Munk;lpality- SOtJTIiUL D _. �R � Route itf-. .:25 as set forth ant represented in the attached application at the particular location or area, or over.,the mutes as stated therein.If required: and pursuant to thf. conditions and regulations general or special, and methods of performirti Nrork, If any:•all of which are set forth In the appllratibn and arm of ttiis.perrnil. _ Dated at, HAUPPAUGE, N.Y. ...a:tc�;,. ...' r,x'+:. :q fn i . .. ,.:.^ .'.;:,csF, :.,. .•t fi.... Date Sign• 1, ' " ' F 20/17'/g6 Comrniss r:u-r..:rt.r+.�n. e:^ kx�ertot Tr�rtsppttador�'' -- iMPORTANT THIS PERMIT,V 1H APPLICATION AND DRAWING(OR COPIES THEREOF)ATTACHED$HALL N PLACED IN THE HANDS OF THE CONTRACTOR BEFORE ANY V IRK BEGIN&THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. • BEFORE WORK S STARTED AND UPON rTS COMPLETION,11HE PEAMME ASSOLUTELY MUST NOTIFY THE RESIDENT ENGINE, JOHN YOUNGMAN �.: : ;;`tr,r 1900 COUNTY RD #5$ (510727-1731 RIVERHEAD, NEW YORK 11901 UPON COMPLE ION OF WORK AU11i4OAI2eD,THE r6LLOW'INO WILL-'BE COMPLETED, SIGNED BY THE PERMITTEE'ANO bELMRED TO THE Work authorize...b •this y permit has been completed:Refund'of deposit or returNreldase of bond'Iswequested:��.'�-_.. -.:.----.��-- - • .':•_. • ..... DATE RAUTHOFIV. ED AGEM(11 Ally) Work authorize by this petinit Iyaiy iyeen satisfaotorily bompiefea aim is accepted. Revertie•lots►of hits tarrn must bs�orri feted.— . _ P (j Reful i of•Deposit Is authorised. . . p Retut of Bond is authorized r CI An>sri rf. rgetT..againsl.8ofxi may bs.released ..: ...... 0 iTetal, 9ofid for future permits a Oft "ES Im MINIM `. - .. lY�.�rt� ... •:;�� �:�;�rv�+ ,� l��i��t.��•y-UI��rl r. Y r �`r' �yW t �.o_rr' r n r J•1:E {�;�L•'�7�1'tl/dl�jf:`�� f�1..�1i�t�V f .t � ,/r, �.5'S•� f�4 : .. The Reglonal C lice will forward this form to the Mein di6li the a oprtat0 bait checked. p., . a: •n. p Bond stumed%recessed OCT z 11996 G i U Refut a of Guarantee Deposit on this permit is authorized U Other SOUTHOLD T04�N �- PLANNING BOARD DATE RWIONAL TRAFFIC ENGINEER 7fie issuing aw orfty reserves the right to suspend or revoke•this permit, at its discretion without a hearing or-the necessity of showing cause, either before o during the operations authorized. Ptrmtfttee ill cause in approved copy of the application to be'and remain attached hereto until all work under the permit is satisfactorily CwMfted,In a 0ordance with the terms Of the attached application.All damaged or disturbed areas resulting from work performed pursuant to this Permit will t 9 repaired to the satisfaction of the Department of Transportation, Upon carnpt ,ton of the work within the•tttatg h, hws lmuntclpAifry Of sale department or' n t issIrInterest,tsl ror corporation, agency, lufeo nhal be responsible for maintenance eand f#"f or "uc work of portion of such weft eta "t forth within the terms and conditions of the work permit, OCT. 1.9. 1996 9:13AM P 1 FROM NYSDr RErION 10 TRAFFIC PHONE NO. 516 952 6029 — .--- FAX COVER. SHEET 1 ' NEW YCIRIi STATE _ DEPARTMENT OF TRANSPORTATION REGION 10 TRAFFIC ENGINEERING & SAFETY New York State Office Bldg. Hauppauge, MY. 11788 Fax: (516) 952 - 6029 Phone; (516) 952 - 6020 1 ATE: Q FAX# !. . . . . - + 10, TO... I ROM: R ;MARKS: REQUI_REM_ENTS FOR SITE PLAN ELEMENTS & CERTIFICATION.' SECTION-BLOCK-LOT TAX MAP NUMBERS NAME & ADDRESS OF OWNER OF RECORD v;I �. OCT t 7 1996 NAME & ADDRESS OF PERSON PREPARING MAP DATE, NORTH POINT AND WRITTEN & GRAPHIC SCALE `_' BANNING BOARD ;DESCRIPTION OF PROPERTY & INFORMATION TO DEFI14E BOUNDARIES //,,; jLOCATIONS, NAMES & EXISTING WIDTHS OF ADJACENT STREETS & CURBS LOCATION & OWNERS OF ALL ADJOINING LANDS , AS SHOWN ON TAX RECORDS ---�ILOCATION & PURPOSE OF ALL EXISTING AND PROPOSED EASEMENTS ;I r-.ICOMPLETE OUTLINE OF EXISTING DEED RESTRICTIONS APPLYING TO PROPERTY " EXISTING ZONING A� / 'AREAS SUBJECT TO FLOODING OR STORM WATER OVERFLOWS ! (WATER COURSES, MARSHES, WOODED AREAS, TREES 8" IN DIAMETER OR MORE ANY BUILDING WITHIN 100 ' OF PROPERTY .! PAVED AREAS, SIDEWALKS, VEHICULAR ACCESS TO PUBLIC STREETS --- EXISTIN.G SEWERS, CULVERTS, WATERLINES WITHIN OR ADJACENT TO PROPERTY ' FENCING LANDSCAPING AND SCREENING ,IPROPOSED BUILDINGS OR STRUCTURAL S S CTURAL IMPROVEMENTS �L'!IOFF STREET PARKING AND LOADING AREAS f ®' OUTDOOR LIGHTING OR PUBLIC ADDRESS SYSTEMS .OUTDOOR SIGNS• i239K SIDEWALKS LOC PIONS WIDTHS • SIZE OF WATER AND S WEF LINES f ✓�j II � � , �a,� i2GQ�&T:�� LYj- j the northeast by land now'or rel, Town of Southold, County &wife,by land now or formerly Cheryl Vivano,by land now or it merly of Kortsolakis; on the of Suffolk, State of New York. ofMarion A.Terry,by land now formerly of Edward & Denise southeast by land now or for- Suffolk County Tax Map Num or formerly of Cheri Batson;by Zuhoski. merly of United Cretans Asso- her 1000-125-1-p/o 2.31&2.32. ._ land now or formerly of Charles. Dated:October 8, 1996 LEGAL NOTICE ciation; on the south by Main The property is bordered on '. Cartselos &wife by land now BY ORDER OF THE Notice of.Public-Hearing Road,by land now or formerly the north by land now or for- or,formerly of Hilda Jiminez;by_ .-: _ SOUTHOLD TOWN of Blankman, by land now or merly of Laurel Lake Vineyard, land now or formerly ofAnthony PLANNING BOARD NOTICE IS HEREBY formerly of Cook,by land now Ltd. & Suffolk County; on the C.Sturcken&wife,by land now - - Richard G.Ward, { GIVEN-that pursuant to Article or formerly of Moraitis and by . east-by land now or formerly_of or formerly of'Joseph Reilly, Chairman XXV of the code of the Town of land now or formerly of Jacobs-, Cecil T.Young;on the south b_-y by land now or formerly of Jo-_ 1X-10/101 Southold, a public hearing,will on the southwest by land now or Main Road,by land now or,for- - seph T.Macari Jr.&Alexandra; be held by the Southold Town formerly ofRackett;by land riow ..-merly.of Laurel Lake Vineyard by-land now or.formerly.of John 1 Planning Board, at the Town orformerly of Muir,by land now Ltd.&Suffolk County,and land G. Bailey&wife, by land now Hall,Main Road,Southold,New or formerly of Mandel,by land now or formerly of Thomas or formerly of William Midgley, h York in said town on the 21 st day_ now or formerly of Yanas; by Wow&;and on the west by land: by land now or formerly of Helen of October,1996on the question land now or formerly of noworfortrerlyofLaurelLake Z. Rogers,by land now or for-1 of the following: _ iVlyrsiadis,by land now of for -Vineyard Ltd&Suffolk County: - meirly of Doris B.--Richmond,by 7:30 P.M.Final public hear- merly of Manias,by land now or 7:40 P.M.Final public hear- land now or formerly of William.; ing for the proposed minor sub- forerly of Siopis,and by land ing for the proposed site plan for' Midgley Jr.&wife,by land now! division for the Estate of G. now or formerly ofPurinton;and Bedell Cellars, in Cutchogue, or formerly of William Bauer,by Sanders Nowell,-in East Marion, on the northwest by Rocky Point Town of Southold, County of land now or formerlyof Chem i Town of Southold, County.of road,,by land now or formerly of Suffolk,State ofNew York.Suf- Nanninga, by land now or for-1 . Suffolk,State of New York.Suf- Demeris, by land now or for- folk County Tax Map Number , merly of Isabel Ross; by land l folk County Tax Map Number merly of Verity and by land now 1000-97-1-25.1 now or formerly of Nico Realty; 1.000-31-2-14&32. or formerly of Reich: The property is bordered by: _ Corp.c/o Richard J.Russell,by The property is bordered on 7:35 P.M. Final public hear- land now or formerly of Joseph land now or formerly-of Saeed- i the north by land now or for- ing for the-proposed site plan for P.Szymanowski,by land now or... & Maria Hashemi-Davani, by >merl of Eastern Excavating;on> Laurel Lake Vineyards,in Lau- formerly of Richard E.McNish land now or formerly ofTaul&_j p < n rD cn rn rD D 0 o (Do 0 0 C (D CAD rn Z <' n o D rD O -� �- rD Z -G non 0 ���----�� �p 9 w (D o �- N n o Cn Z NQ 3 rD c D rt C o 3 o 0- p Z o -Tri b� C o�� -� sv X o c o to c oa (Dc s o H x oo.co o Q Q N �0 4 0 m n G co G 0o Cps m �z (0 Q j � :0 (D rD -0 D - S wCD a o PLANNING BOARD MEMBERS $U���C� C' Town Hall, 53095 Main Road RICHARD G.WARD Chairman /�� ��� P.O. Box 1179 GEORGE RITCHIE LATHAM,JR. Southold,New York 11971 BENNETT ORLOWSKI,JR. 00 Fax(516) 765-3136 WILLIAM J. CREMERS p Telephone (516) 765-1938 KENNETH L.EDWARDS 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 : Skit SAMUELS & STEELMAN AP-ITECTS 2 II��VVII ff;;vv��I �1 25235 Main Road L�n1 [UT i CUTCHOGUE, NEW YORK 11935 P� (516) 734-6405 (;K FAX (516) 734-6407 DATE JOB NO. ATTENTION14 , RE: TO > WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION i v�/iF L THESE ARE TRANSMITTED as checked below: ❑ For approval Approved as submitted ❑ Resubmit copies for approval L 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 't f COPY TO SIGNE PRODUCT 240-2 ees Inc.,Croton,Mass 01471. If enclosures are not as noted, kindly notify u It once. NEW YORK STATE DEPAIUMME NT. OF ENVIRONMENPAL CONSERVATION State Pollutant Discharge Elimination System (SPDES) DISCHARGE PEEN Special Conditions (Part 1) Industrial Code: 2084 SPDES Number: NY- 0252808 Discharge Class (CL) : 04 DEC Number: I ' Toxic Class (TX) : N Effective Date (EDP) : 10/01/96 Major Drainage Basin: 17 Expiration Date (ExPD) : 10/01/01 Sub Drainage Basin: 02 Modification Date(s) : Water Index Number: Attachment(s) : General Conditions (Part II Compact Area: 11190) 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 acknowledge or imply that permittee is in compliance with the requirements of this permit. PER UTI 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:- FACILITY NAME AND ADDRESS: Name: Bedell Cellars liocaton(¢.T,Y) : Southold County Suffolk Facility..Address: 36225 Main Road City: Cutchogue State: NY Zip: 11935 NY11M E: NYTM-N: 4 From.Outfall No. : ....001 • - .-at Latitude:. _41 t 02 f, 30P .,&.,Longitude: .72 27'..30P . into receiving waters known as: Groundwater , Class:_-,_--GA..____. and: (list other Outfalls, Receiving Waters & Water Classifications) F Co. Tax Map # ? f ' Dist: l000 sect: 97 -1 OCT Block: 01 Lot:' 25.1 i (� i in accordance with the effluent limitations, monitoring requirements and oih,!&P' &a ticns , ti x.t-tt nivs7�iA :!ril set forth in Special Conditions (Part I) and General Conditions (Part II)�of"tYus-permit:- DISCHARGE MONITORING REPORT (DMR) MAILING ADDRESS Mailing Name: Bedell Cellars Street: 36225 Main Road City: Cutchogue 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. r To be authorized . to discharge beyond the expiration date, the permittee shall apply for permit renewal. not less that 180 days prior to the expiration date shown above. Distribution: Permit Administrator: A. Yerman, P.E. James Maloney,' P.E. R. Hannaford, P.E. Addres - ._, 15 Ha_ lace R. Greene " ill 11738 Signat{ire• ,� .l�.... „�a-� Date: . 10 01 96 rt r NYSDF7C Permit #: SPDES #: NY- 0252808 Part 1, Page 2 of 3 FINAL EFFZU ENr T IN I*1'MCNS AND M EaURIM During the period- beginning 10101196" and lasting until 10/01101. the discharges from the permitted facility shall be limited and monitored by the permittee as specified below: Minimum Monitoring Requirements Outfall Number & Discharge Limitation Measurement Sample Effluent Parameters Daily Avg. Daily Max. Units Frequency Type Outfall 001: Sanitary Waste - 389 gpd - No monitoring required- Outfall 002: Press Process Area - 450 gpd - No monitoring required r r ..... i .r. • wt r . i Y .r u r r e rtl !1,' r 11.,1i..t..i r .... .... .. . .. r. Facility• .'D. # W-0252808 Part 1, Page 3 of 3 PROCESS OONTROL AND GROUNDWATER MONITORING LOCATIONS Permittee shall take samples-and~measurements to meet-the-,monitoring., requirements at the ' locations) indicated below: (Show locations of outfalls with sketch or flow diagram as appropriate).. • ....._ 25" 1 1 1� ---•--_-_- ------ ^14� �� / REr•.I,�IN Ij 6•c1aTIN� \ 19 1 \\ otlw v�rula - - - W EL1...• � < 1 � 1 C�+. u bFna• aC tR���� a �'+. 1 ra.�C • BCd 1 I j � \ 1, �'/ I �' r!r,a cv�sa�G/ Ir I', ..• FUru 5b.NJ o ? IL) \ 1 ' J ' "b PPPc NIQ° I 1 �� 1 ' s• I. ST; P.e E r.x N ..k } 1o, f I ITT\ /i—�Oi P��. ''�?.G` !.qe"-c ' T Plr 100'D•L'•S•z-io.b I Eso ' I'�� 1 1 \� •y3.1 ..`�_ N/�'J� P�EPEI..I- S7b.y �J LLS MAW 20AO D�IH 1 \ 1 1 ry- �+ u 9 Tn~I—IiTE� IKi3s \, .\\ ,`1` Tgy INEvGC�,� _• ., ILL NEW T 1 4•c. y \ ° ,\ 2=v far .aO r _r• �-"'Sr--�_e s z Cor'fCENor^G. - Yl � MUwrs 1 Z No. a I i .s r Nk c TAIZY Sr rEM! -PO1 N_W s�6rE 3a.o 1 ) ..+ ?' b•aFT�Fi -bC�,.S� r-I.\L, IT Diq •'"�cMvNER ��2g-T LIQu iu ,Ct T) .. �" ARrce Rr,,6o B Tc o^1 LY 9Pr DIA„13 ul��`•" T_ Q IJI Po. SOK r132 y �� 0 .� 6, TTIT`�'�n1,Y,119 t,Iu 0 EhI,TrNc'1 .�y� .ITY. SL L J '�-L .z� T1=1� 0 If qQ E.I LINO r0 GOI.Z\e Q~'~4 1 L....) 18T11�T AL..,�Q + s�••SC�UIRED ' , t rr.• •• fir..u�..d l._'\n_I .. .. ..., .. i. .. If'U.1J Ig "ITY 6n8TEM � .z S. -►u 7 go" 97"T wyc t(fir 'TEWWU�gEp t ' L � V� F FZLA 7L I v,6=v-47_ f• aul6r EXCELSIC& STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY EDWARD J. PETROU, P.E. HAUPPAUGE, N.Y. 1 1788-5518 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, 0 0 0 Insurance Fee: $175 . 00 Samuels and Steelman Architects September 26, 199G 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 JOF:GH:JS gUFFO[�. pie-) RAYMOND L. ]A1L0BS �Q� c°may ]AMES A. RICHTER, R.A`. SUPERINTENDENT y ENGINEERING INSPECTOR SOUTHOLD TOWN HIGHWAY DEPARTMENT • PECONIC LANE, PECONIC, N.Y. Fax. (516)-765-1750 y�►O! �aQ� 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, I have reviewed the proposed drainage for the above referenced commercial project. The drawings submitted were prepared by Samuels & Steelman and dated 6/7/96. 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. cerely, 4 James A. Richter -.a r SEP 24 ;.. �k 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 SEP 1 6!1 . SCTM# 1000-97-25.1 ERCIARD 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 Sa4e,1, SAteelarc itects anman, R.A. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (516)734-6405 FAX(516)734-6407 eh'CUSW STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY EDWARD J. PETROU, P.E. HAUPPAUGE, N.Y. 1 1788-5518 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 , Cutchogue Your Aucfust 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 OELERIP JAMES O. FREI �C Regional Traffic Engineer CC : Ms . Valerie Scopaz, Town of Southold JOF:JH:JS — . Ll SEP 1 21996' !' 1 e� fXCEL6100. STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY EDWARD J. PETROU, P.E. HAUPPAUGE, N.Y. 1 1788-5518 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 3010" 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 14 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 JADES 0. FREIN JAMES O. FREIN Regional Traffic Engineer cc : Valerie Scopaz, Town of Southold JOF:GH:JS Attachment 'All 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, Cutcho ue UU JUL 1 21996 L SOUTHO D TOWN :PLANNING BOARD 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 YORK 11935 (516)734-6405 FAX(516)734-6407 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 ancy L. St elman, R.A. I I_111 .I J!J 1J'.I I I'_!1'•II 1 �!1 _. J I I I_Li' . . �- `` 7� A. Strang U� 1230 Traveler St,, Bak 1412 Southold, New York 11971 Telephone (516) 765-455 mx�.e 21 I_�9 6 Fax (516) 765-5490 _.. F )bAr,; z. Kass,net, Sire ?lap_ Reviewer tanning Sc7ard Office — 3wYl of SouC11Cld tip. Road ) chcld, New F Bedell Cellars, Main R.9ad., CutchogUe Tax Map ;# 1000-97- 01-25 . 1 r !ar.• Bow; m in r eCei pt of file Drawings sL-Lbnci ttec? rcr Architectural F +vi.ew Comm-LtCee coMmezlr: in ccilnecti.on with they. above .. ... _. -onosed nrojeVt . ir,, order to e1:Fedite review of t17 s F of ecc, njisase provil de the following additional data : * Tlrpe of. Rui.lding Conmtructi or ; type and locations of fi.revia.11-s . Sample of roofi-nq, including color. * � -pe and dolor of trim material - include sample. * Type of hnat.i.ng/cooli.ng equipment to be used. si o,a e:ctarior locations of all equipment to be used of all equipment i. . e. , heataumps, air cond:i t-Zoning compressors, etc. on plans acid/or ela•1'dti.ons . * Typo ' and locAtions of all roof-mounted mecha ical equipment, * 'Tgpn and locati.onn of all mechanical equipment and/or plumbing -renting t113-ough root or building sidewalls . Ta�,- ta.i.1S, color, tz-pa and style of ornamentation, ajorii.rmgs, caxropi es or tents, as sl own on the Drawings a., futv..re covered c-cncrete pad. - r,, a, color and Design of ail, exterior signag•e, both building-nounted and free standing. C can- receipt of the above, the Committee -will convene and spond t'o the Soarci with i". co►c!meilts . .-y truly yours, rreLt A. Strang, ArC:1itact -Chs" r-nan RC t- Uarrett A. Strang Architect 1230 Traveler St., Box 1412 Southold, New York 11971 Telephone (516) 765-5455 Fax(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. ' kly J i� ill JUL 1 21996 ,_ & 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, 1/411=11preferred 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 Plans Drawn to Scale - 1/4"=1' preferred. * Elevation Drawings to Scale of all sides of each Building, 1/411=11preferred 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, Use and Fire Separation. * Floor Plans Drawn to Scale - 1/4"=1' preferred. * Elevation Drawings to Scale of all sides of each Building, 1/411=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 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 sides of each Building, 1/411=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. * Photos of existing buildings and/or neighboring properties from four directions of project site. * Type, Color and Design of all exterior signage, both building-mounted and free standing. 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 an Architects . JON 2 8 1996 1 iL anc an, R.A. �+ S0LI E HQ!D T liWNI P!r`1NNINI Gi BOARD ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (516)734-6405 FAX(516)734-6407 PLANNING BOARD MEMBERS S����L� RICHARD G.WARD Q�� CD Town Hall, 53095 Main Road Chairman G� P.O. Box 1179 c d Southold, New York 11971 GEORGE RITCHIE LATHAM,JR. y a Fax(516) 765-3136 BENNETT ORLOWSKI,JR. �y WILLIAM J. CREMERS �� Telephone(516) 765-1938 KENNETH L.EDWARDS PLANNING BOARD OFFICE TOWN OF SOUTHOLD 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. and Chairman Garrett A. Strang AA Architect VS 1230 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 ## 1000-97-01-25'. 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, 15 Garrett A. Strang, Architect ,��„ . �015�l01 D TOWiNJ ` Co-Chairman ARC � q f�UUNNG SURD i Su$� CUTCHOWE C TCHOG E FIRE DI �g- iJ i1 DISTRICT Reg- - Fag- 2 New✓Suffolk Road. PO Box 930, Cutchogue, NY 11935 T Telephone (516) 734-6907 • Fax (516) 734-7079 F.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 *1 -64 tl � Matthew J. Martin Secretary cc:R.M.Doroski lk .1ON 2 1 1996 a )UTir I .1 i13'n;�v B it _ II' t�a'CELSICR STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY EDWARD J. PETROU, P.E. HAUPPAUGE, N.Y. 1 1788-5518 JOHN 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 Route 25 , Cutchoque Your June 7, 1996 Submission 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 JADES 0. FREIN JAMES 0. FREIN Regional Traffic Engineer cc : Ms . Valerie Scopaz, Town of Southold JOF:JH:JS I �Ij d I� JUN1 18 1996 s��lr�al�1=�` I PLANNING BOARD MEMBEI � rF01� Town Hall, 53095 Main Road RICHARD G.WARD P.O. Box 1179 RITCHIECha L irm Southold,New York 11971 GEORGE ATHAM,JR. _ BENNETT ORLOWSKI,JR. Fax(516) 765-3136 WILLIAM J. CREMERS O ® Telephone(516) 765-1938 KENNETH L.EDWARDS PLANNING BOARD OFFICE TOWN OF SOUTHOLD 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 letter of June 7, 1996, in relation to a proposed site plan for Bedell 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 y t assner Site Plan Reviewer cc: Thomas Fisher, Senior Building Inspector PLANNING BOARD MEMBER_ gUFFO(� �� C'� Town Hall, 53095 Main Road RICHARD G.WARD O G�� P.O. Box 1179 Chairman GEORGE RITCHIE LATHAM,JR. Southold,New York 11971 y = Fax(516) 765-3136 BENNETT ORLOWSKI,JR. 1Z WILLIAM J. CREMERS C Telephone(516) 765-1938 KENNETH L.EDWARDS PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 18, 1996 Garrett A Strang 1230 Travler 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 for your committee's review. Call me if you have any questions.. inc , KaIs2e Site Plan Reviewer Encl. PLANNING BOARD MEMBERS oy y1 Richard G. Ward, Chairman y Town Hall, 53095 Main Road 179 George Ritchie Latham,Jr. :� P. O. Box Bennett Orlowski,Jr. � ® �� Southold, New Yoorkrk 11971 Fax (516)765-3136 Mark S. McDonald Kenneth L. Edwards 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 farewells are shallow or electric. The enclosed subdivision is being referred to you for your recom— mendation at to whether any farewells are needed. Please specify whether farewells are shallow or electric. Please reply by 41996. Thank you for your cooperation. Sincer , j4r Richard G. Ward Chairman enc. PLANNING BOARD MEMBEP Staff O(�- RICHARD G.WARD ��.� C'OG Town Hall, 53095 Main Road Chairman c� yl P.O. Box 1179 GEORGE RITCHIE LATHAM,JR. Southold,New York 11971 coo BENNETT ORLOWSHI,JR. 2 Fax(516) 765-3136 WILLIAM J. CREMERS 0 0 Telephone(516) 765-1938 KENNETH L.EDWARDS { PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM TO: James Richter, Engineering Inspector FROM: Robert G. Kassner, Site Plan Reviewer l 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 Gh���n drawer Main Road 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 <S>uare 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 u s & SteelmM Architects O ancy L. man A. JON, 1 019% ARCHITECTS -� SOUT§�'O OTO'ykll � 25235 MAIN ROAD t P(_a,(`fNHNIG BOAR _ £ CUTCHOGUE, NEW YORK 11935 (516)734-6405 FAX(516)734-6407 7' _ SITE PLAN Presubmission conference (within 30 days of written request) J Complete application received (within 4 months of presub. conference) `application reviewed at work session 7"LOL inro. Ox (within 10 days of receipt) ,hro. arc IX- V/Applicant advised of necessary revisions c (within 30 days of review) 3 Revised submission received ,,m` ox v1R6,11OK inro. Lead Agency Coordination a SEQRA determination CD 0 REFERRED TO: o � u cs z Zoning Board of Appeals O V (written comments within 60 days of request) Board of Trustees �r/ - �,ro` oK V I O �4 Fw... dlng Department (certification) KK nw Suffolk County Department of Planning s fC '�` g J7� �t.�inro. OK CFR -- V---fepartment of Transportation -State a. Dep rtment of Transportation - County �J iKro. OK uffolk County Dept. of Health 0-2-16 Y, ire Commissioners inro. oK 71,5 Received' 6 RECEIVED: Draft Covenants and Restrictions Filed Covenants and Restrictions .` oK Landscape plan ko` OK Lighting plan ,Qurb Cut approval .�•� ❑ _-_ Health approval inro. OK P inro.� OK Drainage plan Reviewed by Engineer S � J4T, y� 6 6 Approval bf site plan -with conditions Endorsement of site•plan s Certificate of Occupancv inspection r_o OK _._. One year review PEE ki r- 7 PLANNING BOARD MEMBET OSU�r�C/�(C;�� Town Hall,53096 Main Road RICHARD G.WARD )r�4�. 0li� P.O.Box 1179 Chairman 0}_ Southold,New York 11971 GEORGE RITCHIE LATHAM,JR. Z Fax(516) 765-3136 BENNETT ORLOWSKI,JR. Telephone(516) 765-1938 WILLIAM J. CREMERS '® P I KENNETH L.EDWARDS �� A Date Received Date Completed 1 Filing Fee PLANNING BOARD OFFICE TOWN OF SOUTHOLD APPUCA11ON FOR CONSIDE32A110N OF A SITE PLAN New Change of Use Re-use Extension Revision of Approved Site Plan Name of Business or Site: p Location: Address: Name of Applicant:; k--,.r, t (��I Address of Applicant: 22n , C Telephone: Z54 _ ZED-,�7 b Owner of Land: �eYY1cJ� al�v Agent or Person responsible for application: Lea 1w I Address: ���� lI'l 1G�'L C,( c� �� Telephone: Site plans prepared by: EEM] el's ��hj (gas License No.: 0 1 79 53 Address: 2E 2 Fv6)n lRd,UP— Telephone: 7---Y4- (s4oJ ,I Page 3 Planninq Board Slte Plan ApOlcatlon Total Land Area of Site (acres or square feet) -G Zoning District I l Existing Use of Site (1�T7NC� W ILiEIRy Proposed Use of SiteYY)� Gross Floor Area of Existing Structure(s) Gross Floor Area of Proposed Structures) Percent of Lot Coverage 13y Building(s) Percent of Lot for Parking (Where applicable) Percent of Lot for Landscaping (Where applicable) Has applicant been granted a variahce and/or special exception by X. _Board of Appeals - Case # & date Board of Trustees = case# & date _NY State Department of EhVironmental Conservation - Case # & date QMcj1nc Suffolk County Department Health Services '- Case # & date Case Number Name.of Applicant Date of Decision Expiration Date Other 12e) Will any toxic or hazardous materlals, as defined by the Suffolk County Board of Health, be stored or handled at the site? If so, have proper permits been obtained? Name of issuing agency Number and date of permit NO ACTION (EXCA VA TION OR CONSTRUC7'10N)MA Y BE UNDERTAKEN UNTIL APPROVAL of SITE PLAN BV PLANNING BOARD. VIOLATORS ARE SU91ECT TO PROS8CUTIdN. 1 Page 2 Planning Board Site Plan Application APPLICANTS AFRDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK being duly sworn, deposes and says that he resides at A) l SCX S in the State of New York, and that he is the owner of the above property, or that he is.the min r of the (Title) (Specify whether Partnership or Corp.) which is hereby making application; that there are no existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights=of4ay, has been clearly established and is shown on said Plan; that no part of the Plan Wringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be altered or changed In any manner without the approval of the Planning Board; and that the actual physical Improvements will be installed in strict accordance with the plans submitted. Signed _ (o Signed (Partner or Corporate Offlcer and Title) Sworn tome this day of 19_&L (No;ryubllcl SUSAN J.NAGY ipotesy Public.State of Reva T61k No.4896736 OL"ed in Suttolk County e=kWw,Expres May 26,tip 14.1E i(W7)—Text 12 SEQR a� PROJECT I.D. NUMBER 61T:21 Appendix C State Environnmentai Ouaiity ReALiw SHORT ENVIRONMENTAL ASSESSMENT FORM F& UNLISTED ACTIONS Only PART 17—PROJECT INFORMATION ( o be dohiple'ted by Applicant or Project sponsor) 1. APPLICANT/SPONSOR 2. PROJECT NAME J. PROJECT LO ATION: Municipality P County 4. PRECISE LOCATION (Street ad&6e and road Int6rsections, prominent landmarks,etc.,or provide map) 225 I"I�,r� R 5. IS PROPOSED ACTION: ❑New Expansion ❑Modifidatldnlalteratlon. 6. s�SCRIBE PROJECT BRIEFLY: Seke&i re 7. AMOUNT OF LAND AFFECTED: Initially acres Ulflmalely acres 8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? Yes ❑No It No,describe briefly 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? alResldentlal ❑Industrial ❑Commercial ❑Agticulture ❑Park/Forest/Open space ❑Other Describe: 10. DOES ACTION INVOLVE A PERMIT APPROVAL:•OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY(FEDERAL: STATE OR LOCAL)? ZYes ❑No It yes, list ay9ncy(3) and pernlltfapprovals C-04D. 11. �DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? ,i Tyes ❑Na If yea, list JdOndy natt i and jie�miflapproval To-on o-F �5oL*hco)cl G��a l �xm p�lo►� 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT1AP0AOVAL REQUIRE MODIFICATION? ❑Yes ZNo I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE 9EST OF MY kNOWLEDGE Appllcantlsponsor name: ..�'b Nn� �K•��, ��It✓c,L oats: .6 r ?� � � Slgnature: If the alction is in the Coastal Area; and YOU are A static agency, ddr*dte tha Coastal As$essirrlant Form befdf6 proceeding with this assessment OVER .w _ ..K,: -,T... _ „ram,.. , . ,,.. _.ry• > tf.. _.,.m ,T, T,,_,.. ,..,.. , 77, SITE DATA y (o ' t�IGyE,I..d F'�M L I►.lT 1Zl G I-�7''t3 S�I.,,1� SCTINI # 1000-97-1-25.1 1000-85-2-10.3, 1000-85-2-10.2 PROPERTY: 36225 MAIN ROAD 3\ rUC Q� vir`JErf�► r ---- • — ._ ADDRESS CUTCHOGUE NY 11935 7- 12 Nr4 I,_,, t+O L..l N 0 1...,i r-,i i;, OWNER: ` JOHN C, & SUSAN BEDELL ` Its 36225 MAIN ROAD ► W \ ` ® !_.e ,,,t►�I `\`'Si U/1 0 � CUTCHOGUE, NY 11935 of H $0" �o \ t ra l�,vC�.a►��� �N? F�iG N T +,,r -r,AcT � u id r-Y �o c J Z t! Z Tel # (516) 734-753? fV o AP'F'izavA t T��t 1115t _ �. Z r " 0 _ Nt a oJc►� ..W,1 tf o��f \ \ u M' '►"REE Y ` ►.j I / 3 ..� P' rcAT,or� A ,-o t3E t=,� ` � � 0'� SURVEYOR: Roderick Van Tuyl sEP�ti1 lair' ® r rxE�.8,rs -}��` '� i ► ,L ti 9 I� tJ Greenport, N.Y. 11944 t E o '� _. t M '1- -t'v s ct7,r�s . ®\ ® T \ t r , .o N I�c. License # LS 25626 r ' 1 S ° Q/ Dated: 1/30/86 Tj („�G , 0 r r i r ,r ,-•.�,,,,_ r `Y• ... - _ r 1 \ Was i art: r:, eta 3 ZONING• A-C s.'-- __ __ I�jT I3t_i5W 55 U4 H E,ci5T'IN \ ! , rig '9ca • - � r N - _ .F _A, 2 cn _ - 49.42 Acres P 2 152 735 s ft. I.-4EL q Z SITE: AREA 17*1 t x t BUILDING: Total: 10,343 sg. ft. U) « • ' r f AREA Existing: Z Winery: 5,110 sf 0 , Rx,:.� ti �K Residence: 1,624 sf Asp a t t _ rg f �i s 2F 'a. 5 r '« �u„� i Storage Shed: 163 sf N! a �t I �� t t i -t�3. G, \ b _ - • O ) �.p x�� moo + -- Addition: ' t I LP - r 'i• \� r age. 2,2 Q t Cl - - 't ' : ,': ' . . ��,� � _ '° r �\ �,, Case Storage: 91 sf 1J -7 r . �� - Vehicle. Stora e: 1 155 sf d _ 41, C+' .,. 7.,�T _ _ --_ r . \ \ cv06 Q_48/o actual / 20 /a max t .r: Co _ . r�.{ _ �Ti N � ,�£ ►„� _ _— i - , , v 2 �A COVERAGE a N- rn 0 y t r t _,. W -'M1rP r ` - - --- - -- --_ ___ __ •� N{)TES. Elevations spawn are based W_I - . + .; t i on Suffolk County Department W - Ni . • F i of Public Works Aerial Survey. �` - �y � 9r 1t... ,� � 1 ; _ � � , �' i '� �, (� o ` t l� OJ l •a ° , li 9 x r '_.- +cs ri TIt-jft t t ; , - i �° 7 � Public water is not available J i l x� property. within 500ft of the 17 �' �o I E t ' Z cc) The locations of wells and 1 �••�� ,: is ,.+ \\ .; `,.. ,,",•� s_.._.._.t'�•'� � ��� � -_ .: w +-r'Nc� - • #. , ..,,; . ,,, ; ,;, �� -�. �= a o. cesspools shown hereon. are Ql , „ ' () o from field observations and or .i , data from data obtained r . tr -,� ,:... w+.e.wit► 0 f- t '� :;� 'r~ `� - " , W from others. 1 z o � +�.. v 4 +u a s. \ _ d, i �- . i , _ _ A M T Ia 1 , �N� _ � � \. �__ ... . .: : y ;:r Ek,Q .. ,�;. •r- ___ _ +PtiCu , ,. ill � PAR1�(!N�a CALCULATIONS. o r, J _ Gt M "�""i, ` t o "' r 7 U -. r o __ �.. .., ', ..•.,.. .,. F.:. - -, •,. � �+� PiKTLjra r +y �- Existing Residence. 2 per residence 2 pa � — s;; t _ .c, � nt t ExistingStorage Sheds: 163 sf 1 per 1000 sf - 0.16 spaces • t , - Exis in Winer .� o ' � y• , \t 'eb \ 1 a +40*je, , {� ; tit Offices: 377 s# 1 per 100 sf = 3.77 spaces 3 �' Z✓ L.OG '\ .� i~�r,,,,� Tasting room' 651 sf 1 per 200 sf = 3.25 spaces �S � o.+ L, I �1 l� p Y ;00 � LP t \ ►,,�� ,��•ir � - � t t- Qr � __. , Fermentatidn 2,775 sf 1 er 500 sf 5.55 spaces \ E- ° ![ L g Y t StfFfutiR CaitTtr ut:Ptcli ttAt l>i SERYIf Storage: 747 s€ @ 1 per 1000 sf = 0.74S pews a ry t A'PRtitvE#!FOR �QFt ttUCiGDt tt _ 13 SPA", \ c.P \ i / (_� __ ,,, IL I hlr Garage/Repair. 427 sf @ 1 per 200 sf 2 P {" sriN4cf LR) '-�"+ita)e:— '�1 r i tr.S. _ 1 .- Mechanical. 133 sf @ 4 per 1000 sf - 0.13 spaces / ` f *. f �``_______ - -_ _ kxr 7- r.��r of r..tngyp ,r .i. UTII.i-�' r r REF, NO F1GiN - �'�' ��►av ilt: �- + Q lyp - '' f / � Proposed Addition: r t /LPQ �'i�W "�'� 3Z,c� C�c�c,�-r _ Er 6 tit Case Stora e: 2,291 sf 1 per 1000 sf = 2.29 spaces 5 � ►�t+'�'- .Y N 8"�• 1 I ! r � This aiiproval is grante� tar ttie corrstruc.itcan of the sanitfy 1N :;�- �'►� - __ _ �� �, sl ;. ,;. ,_ , Vehicle Storage: 1 155 sf 1 per 1000 s# _ 1.15 spaces E fifi rat T 1 !•E _.___ 7" r� t ! tl_r, s. .6 rti vaiW suP{,tti acrr.it,.�{.ursuant to ArttCia t1e 9 p p _, 2 . � �' '__ __ ' ' a v de artd is got 3cX , T Ci4J T `( ?7 i �` `r"«a i t F �, u�iGli� Lac►rriv ttfit.r ",� 8n ex re �' • , zy L.. crt,.�L .� T••l ry 4 �`r' L�T- ( , —_ F+�l,.x r / , sit v . APTixq ,� C �.,�? -N SF`t' L.I `"' � t.. '. w -�» __ stnr 1rnp.red appruval to ci;sclrac trout ar occupy a .;. es Fr N L EA �U r r.3 � T) + r ., �, __ r � � g pr TOTAL PARKENG SPACES REQtJiRED, 21.17 / 22 SPACES u,, •,, • ,, � E Tr••i > I t r r o si utl►aretsl yhOwn. (HIS AP!''it0YA1 EXPIRES TWO,I }yF '. - z F T �,�� Dr,� ,� ( L v F tNi DATE i3t t t?W. n I ,a$ZT , Y: `r' r� + d `� , I rr t C TOTAL PARKING SPACES PROVIDED: 26 SPACES -' `�•' • _ W .� P.p, tic ��t��E including 2 handicapped parking spaces ' t Sit'r�Atj1R 9 PP P 9 p t t t r L w►.j tIitr!!t , WOCA i r Y TRUCK PARKING & LOADING: t ' } Ft I- Z°V►F. , �_ r N ` \, i! WW � �M� �f< rxr• ,TrN .a ,�s R '-!rz � t ,. \ t r t t4 LOADING BERTHS: 1 Provided / 1 Required s 6 ' r Q i ' 11) f c'=�U ?PE Prlh 4 T- v r•l sa, For drainage and sanitary calculations see sheet # 2 . `i ,.: ql 1� MORE r"s.�•�. �o� �- L � ' �' . - --- � r U i Hz a 3 ,��' , �y � �d� TH+'s•'1V -•y- �' L.lp"f IC � •t � .!`' ., i �i � pq! In crtse of Inoust►iel buildings,the following iitaitement Turtuent to Q herebyertiiytht there now b sir titattiitwlsbtnbrtotitlir notw-ttshryl�tt�t dischargedtchltyed irony the bqt!& and rt w ` �� be no toxic a haassrrous rnsteAta horse#t"*te uniastt 1puciflc Otrmrts or sxsmpftortu're granted to ihe+te ArobW, y~� $ �? A© it j �'� Pac*owne's 3ignstur +ta - - * 2 J; 0179 -1 IL t 1 t i oject No: �+�► + t I N-T�12.i.11At_.. O NPR-".r". 1_ .11E ,� I�I20t ,t.�.="''t' Li N E 1",, It t� 07 2a a I�.i 2(X,OQ r !' r Drawn By: i.rt' Dill iuSi "C" SEE TABLE €WG. NO. T-t EXISTING Checked By DRIVEWAY c N 5 r 't.,X 'I 1-1 a 1000 - 7 - I - 22 � �� 6 r LtCt_ i i`iGH f Nuk( fAL SIDEWALK Date: 7 9 ©L G+ , • i IR.l�.. t l,. [7 Ui ` _,I Ei_EVATICN M� Scale: ► a t �.ov nil t..T o� Q- T -- - - - - - - -- I - — T- -- ^ , '7'F T. z�V JSheet Title: "' NOT INTERNAL BOUNDARY LINES _ _ _ iF s 'ti 2 4 T, N • , PALS agLiOwt� Internal boundary Mines are shown for the J ��,• r 1'• 1 i\l i� T� purposes of denottating areas allowed' for ► =1 " . .• uttsoc cr�nrr - development, as atpproved by the t f` _ -. -_ _ �--._ PLAN ,5 �:,•_ f# Suffolk County Dewelopment Rights Program. 7" - W m ► _ These tines are for,, reference only and are W 2r_a{. SCORE =MAR� o p not to be construeid as separate property = DRIVEWAY,-p Nd ^Tri�� PARTIAL ENLARGED SECTION A- lines or a subdivisilon. % CURB SEC l IGN ' DRIVEWAY SECTION rNa�t~ �Y : SITE PLAy Sheet No: - } Ems+.. too 5a U't-►•k l_.r 1�.1,°(, i 19 71, � SCALE 1" = 20. 0.. ,�, ,�► �.� �,o x SEE SHEET 2 FOR COMPLETE SITE PLAN y OCT 7 T 15 e:-T �O V L.., ift l 0, , . .... -.,.. ,,. a•.l'. . ..... r 'Sw _ ,..: x.fF..... .... .,e _. :x..., -.:...:.. .r rf. ,,.::,.., .mil. . _ .. vi . ,$. „ 7- . + °„ ....:, ... ..i. ,: DRAINAGE CALCULATIONS: 7/z.z./we ,t, u din 8/7 /9 C. f Area x Rainfall x Runoff Factor 4' ` A. 3160 sf. x 2/12 x 1.0 = 526.8 cf. Use: 25- 10'-0" dia. x 3'-8" Solid Dome 108.7 cf. ZONING AC _ i� % / / f , 0 10'-0" dia. x 9'-0" Storm Drain Ring = 615.8 cf. mum ( \ / f, > TOTAL _ 724.5 cf. j/ { 724.5 cf, provided > 526.8 cf, required xr r B. Area x Rainfall x Runoff Factor ,,� ! -�. 1645 sf. x 2/12 x 1.0 274.8 cf.. 25- Use: 40 10'-0„ dia. x 3'-8" Solid Dome 108.7 cf. �. t,♦, ��`>, ,. e �;�.., •`' ,�" � � 10'-0" dia. x 3'-0" Storm Drain Ring 205.3 cf. TOTAL - 314 cf. =K sr. 314 cf. rovided > 274.8 cf. re uired �/ , k \ '�"© ems, i �. '\ ♦, e "� . � �, . v n; � `,y `�.�'� ,, ' x C. Area x Rainfall- x Runoff Factor ,� +,� 9 2 sf. x 2/12 x 1.0 495.4 cf. ' 1 ', l'� :: .,\ `s.. 's, - .. O \ w `,,� \ 4 a ..,, � - `` n.4 1. 'y.-, ♦r. w Use: w �� �. � �. .. '`,.., , � 10-0 dia. x 3 8 Solid Dome - 108.7 cf. A? �, F '+u« "� ` `'*>. .. '. - . '� 'i � , '♦ `,. �. '�,: ..- i1.. , . j_ ',�.. j'.,o 10'-0" dia. x' ,- �, d 60u Storm Drain Ring - 410.6 cf. (� , S � � .� � '�- TOTAL = 519.3 cf. �... �. { 519.3 cf. provided > 495.4 required \ NOTE: INTERNAL BOUNDARY LINES w a•,. \ v Internal bound lines r shown f D. Area x Rainfall x Runoff Factor boundary es are s o nor the < 1274 sf: x 2/12 x 1.0 = 21 .4 cf. purposes of denotating areas allowed for 2 ZONING AC �- ° development, as approved by the Use: t120 {I Suffolk County Development Rights Progrrn. 8'-0" dia. x 2'-9" Solid Dome - 54.2 cf. U These lines are for reference only and are 8'-0" dia. x 4'-0" Storm Drain Ring = 168.9 cf. _ >r ,� not to be construed as separate property T©TAI. - 223.1 cf. �-- / 223.1 cf. provided 212.4 cf. required lines or a subdivision. P ' q > ' E. Area x Rainfall x Runoff Factor W W 1260 sf. x 2/12 x 0.9 = 189 cf. ;r. Use:, Q 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 ADJACENT PROPERTY OWNERS KEY MAP, SCALE: 1" = 200' - 0., 4 KEY TAX MAP # OWNER USE F. Area x Rainfall x Runoff Factor A 097-1-22 Joseph P. Sizymanowski Residential 3150 sf. x 2/12 x 0.9 = 475.5 cf. B 097-1-21 Richard E. McNish & Wife Residential C 097-1-20 Marion A. Tierry Residential Ar EA It'I - SCTM# 1000 97-1-25.1 D 097-1-19 Cheri Batsoin Residential ARFA #2 - SCZ M# 1000-85-2-10.3 Usa: E 097-1-18 Charles Cartselos & Wife Agricultural AREA 03 SC�I-M# 1000-85-2-10.2 10' 0" dia. x T-8" Solid Dane = 108.7 cf. 2-10'-0" dia. x T-0" Storm Drain Ring = 410.6 cf, TOTAL = 518.13 G 085-2-12.2 . Hilda Jimine3z Residential 518 cf. provided > 475 cf. required H 085-2-12.3 Anthony C. Sturcken & Wife Residential 1 085-2-11.3 Joseph Reililly Agricultural J 097-3-1 Joseph T. Ma+cari Jr & Alexandra Residential K 097-3-2 John G. Baiiley & Wife Residential °�$ z - L 097-3-3 William Midgley Storage M 097-34 Helen Z. Rogers Residential `n M DorisB. Richmond Residential g Y N 097-3 5 --� � • ^ � . O 097-3-6 Wiliam Mid=gley Jr & Wife Residential P 09.7-3-7 William Bawer Residential �097-3-8 Cherri Nanning a Residential SANITARY SYSTEM � z R 97-3-9 Isabel Ross', Residential HYDROLOGIC ZONE: IV - 300 gpd/Acre ` ' • `� ' 17 S 097-3-111.6 Nico Realty Corp. c/o Richard J. Russell Vacant ALLOWABLE SEWAGE FLOW: 300 gpd X 49,42 = 14,826 gpd Uj • 4 T 97-2-1 Saeed & Maria Hashemi-Davani Residential " Paul & Chei # Vivano Residential U 97-2-23 ry � SEWAGE DESIGN FLOW: " < �-- V 97-2-2 Edward & Denise Zuhoski Residential 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) 22.6 gpd St1FFitLK C(XJNiY UPf1i R4,1 N1 Of H�AUH SERVE 0.06 d X 377 sf = 22.6 d APPROVED►Ill? :ONS1ftUG1rGN ONLY 9P 9P N.S. REf. NO , 1 r 12 f Ftt?W Sales / Tasting Room (0.10 gpd/sf) Fu.1 gpd Tipi - ,1, �, ( t-� 0.10 gpd X 651 sf = 65.1 gpd �P1E F�yr h A ST F ]his dtlprrival is rante-� to, the ronstru+ction of the sa�tary Fermentation 0:04 gpd/sf) 111 d orspos.A ii'tO vvat€:r supp4 rt�cIt I �pursuant to Articles V8 a+u! ( 9P 9P 1! Z � R< �,%• , , - 0.04 gpd X 2775 sf = 111 gpd o a, i�;P �uitotk t Ot►rtiv �anitary .«:Ile atlJ is plat an ezvressed y+ PECONIC ` nor Wlpiied aprrruval to Uisclimp hom w occupy the �G> 017953- �,'�► strudblels) OoAa, (HIS APfitOVAL EXPMES TWO l2f YEARS Storage (0.04 gpd/sf) 29.9 gpd CAST IRON FRAME AND f M [HE DATIE ULOW. 0.04 d X 747 sf = 29.9 d FR f0 RC •. covEn To GRADE 9P 9P 11958 �} /�w L ;I ! FINrsa�Ev GRADE � t?ATE tGNA1fE«.�.. Repair Shop (0.04 9Pd/sf) 17,1 gpd roject N �! c�i t 1 ; ,� "-"" 0.04 gpd X 427 sf = 17.1 gpd ,i N0 FItMAPiP�I&%WM0X .�24'.� 24' Drawn By: t..J""C' lT ,� ► Mechanical Room (0.04 gpd/sf) 5.3 gpd 20• � �� ;�k �� - ' AJ 14, ,0 �P,qX �,n:, 4 , • 0.04 gpd X 133 sf = 5.3 gpd Checked By: �J � • cuTcwOGU� � -, WN 4••Cuss 24W OR Total Site Sewage" Design Flow: 388.8 gpd Date: 6/,7 17 6, EAST - �' 'ef" Eouft xw.►rT 1/4•PER FT. 4'0 CLASS 2400 PIPE OR «' l u' # I ECIMNI AW.MCMED lie PER PT. State: SANITARY SYSTEM REQUIREMENTS a �' a Total sewage design flow = 388.8 gpd i•, ,� a0 Septic Tank: 388.8 x 2 day 777.6 gpd Sheet Title: Existing - Septic Tank @a 2000 gai M ,� •r 9 P q 9 y + Leaching o01 area required for sewage system, SITE ; 338.8 gpd / 1.5 = 25 .2sf. Existing - 3 - 8' dia.x 8' ht. Leaching Pools = 601.2 sf. PLAN WASTE WATER PROCESSING LITTLE i 1. Fermentation - washdown of tanks 250 gpd HOG 2. Crushing of grapes 200 gpd Total Processinct 450 gpd i Leaching pool area required for waste water processing, Sheet No: = 450 gpd / 1.5 = 300sf, LOCATION MAP SETTLEMENT TANK Provide 1- 8' dia. x 12' ht. Leaching Pools = 300.6 sf. Provide settlement tank (similar to grease trap) for waste water treatment, use 8' dia x 5' liquid deipth.` 1-44,10IN 4*RAC-�I Ily IE t*N 1161�`'t' uiY' '1eAA . - �,>»c i w"S't'lN�+ �Y'�T`�^t•A Vi�Grll�Gi Ft1.,. .*2Ep►= t�1P2s l2 r-,,l Cad PCOL rd(Z,SAk, a =S9"12. SIR , F..xt�T'iiv t *r 'i'E. txxl�aNt"•t et~ *►l'a+ .t"'f`Y l` ► 3�'Z SF I.,.4ir_M is f--4cxi2E" TrtAw -rHE: Qzzu Lila p ° 5s F_xP*r45R> 8 0 38.6 FEET ' F t 6 i 4 MAINTENANCE AREA & F - s EQUIPMENT STORAGE W O W ' NEW CRUSHING-PAD 04 LO LL 06 ----- --- ---- - - , O NEW z € TRANSFORMER — O EXISTING CRUSHING PAD ILL — — - -- C; W IA 00 Air Conditioning -- Compressor 1 . - - 7 -V E. t CASE STORAGE LOADING DOCK EXISTING OFFICE V F E __ EXIT,,,5, 7I:FK1(:;H 02,eNN5 j b / EXIST G EXISTING TANK FERMENTATION ROOM TOIL ROOM MECHANICAL 0 ROOM E-- Fire Wall t Q� Z V) Q M G C W v v • EXISTING OFFICE f w • r EXISTING M a TASTING ROOM W Q ? '^ ------ ` I �U N t/7 f' COVERED WALKWAY k EXISTING t` k MAINTENANCE AREA EXISTING STORAGE — a4 , 1. c 38 FEET E . •- �E'ifi�lbll�.Na EXISTING ENTRY/ ���� SALES AREA ci STtc ' r Q179 •1 -- - EXISTING DECK 1� r Pr iect o: 95/r Drawn By: N5 EXISTING BUILDING NEW BUILDING ' Checked By: /JS FIRST FLOOR%` Date: �/ 71'7 SCALE : 1/8" = V- 0" . Scale: At Sheet Title: I f FIRST FLOOR PLAN 4 4 r i( Sheet No: CA 1. E B o 4 3 F r: t Z I i I I I MATERIAL LEGEND I Vj O NEW CONSTRUCTION - ----- - z ( Blue Spruce ) ---- - - - - — ---------f — �� _� � � _ SIDING: Board and Batten Stain: Cabot, " -- - - - �_� i--� (��� H 11 iB cn TRIM: Wood Trim (Stain: Cabot , "Virginia White") f i I ROOF: Asphalt Shingle, (GAF, Timberline color: slate gray) WINDOWS: Andersen" Dol:ble Hung Window (color: white) DOORS: Overhead Doors: Metal (color: white) l I — II II ; I I I ; 0 Personnel Doors: Metal Panel Doors (color: white) I ----- -- — ------- -- 0 CUPOLA: Custom Wood Unit with Copper Roof (color: white) EXISTING BUILDING NEW BUILDING Q COVERED > o WALKWAY: Columns: Wood columns (color: Virginia White) Lattice: Wood (color: Virginia White) ' SOUTH ELEVATION Z 0 TYPE OF CONSTRUCTION: SCALE : 1/8" = 1% 0" ~ New: Wood Frame Existing- Wood Frame O W HEATING AND COOLING EQUIPMENT: New: LP Gas Forced Air Heating and Cooling System Roof Top Units will not be used, o Jc } U j I I ' -I ! %7h, I I I I ! —�/ — f - r - I . ^ Z . 001 ,I I Z u I' ; at�--Y/ II I �11 I " IL I T Iec-ti�i= . I _ li —�� I j Ijl II IF.I M ------------ W .., J INEW BUILDING A. EXISTING BUILDING ¢ ~ • r NORTH ELEVATION SCALE : 1/8" = 1"- 0" I II ------ ---- -- - -- ---- --- - -- - -- - - -- --- --- - - - - - -- - — oleo --- - -- - - - - - - -- -- -- - - - - - - - - - - - - _ Drawn B 7 - - - - - - - - - - --- --- Checked y: S - _ _ - - --- - - -- --- - - — - - - - - - ---- - - - -— -- Date: --- -- -- - ---- - - - -_ --- -- - - - - 6— Scale: r I I i I I'. I .I I ! I I' I, .I II I '' �i I� I I !: I I, '• I I _— ij 11 I 1 �! I j ' I i II !, ! I' oI i I j ,i (I i j II _ j II I I I� i i' II '' II I 1 i I I — _ !'• �' I Ii i 'I I I I ,� jl I �' r, i 1, S eet Title: I I I I! I I l I I I li I I' Ir I ' I ,i I I I I 'I j ri ,I I I I — r '' i II I' I• II I, li I I'; '-' I 'i ' I BUILDING i , ;, i j ------- - E L E VA T II I i; II I ! I� i — _ _— I' ' 1 I I t r 'I IONS �I' II I I�' , 1 !II ! _ ! �, I• I', I. H I ! j I I -- � i I) R I I: (, I' 1' I I, '! i i I ------ Sheet No: NEW BUILDING EXISTING BUILDING EXISTING _ NEW BUILDING _ BUILDING t _ WEST ELEVATION EAST ELEVATION SCALE : 1/8" = V- 0" SCAt.E : 1/8" = V- 0" N Z I � I I tum m 0 LAJ Ck- COID 7-7 — / 7 7 _--_ CL) Y O a w XI I OFrIc z z U)_ J X ��X ��- i TAill K. r EI��`L. G> ("1W �- 0 cn r 0 w O - / Z w O 11111Z -- CD EXG7 C���IcF- I i ! II Z =1 sv i w DN u: I ! i lk-I iq ! r Project No: i Drawn By: Checked By: Date: Scale: _ I ( Sheet Title: � IPIR% R"-N'TS NOT FOR COrNISUIUCT[OW ! I DATE z1 oa I I Sheet No: FIRSTFLOORO"Z` SCALE : 114" = V- 0" 0 0 Z v.K^-sm.,,,m,Rar.•.,,. . .... ., n....:c..,,, -r,.«•,T-ur,,..+r... , .., .c, ,•.•,.. .. ♦. _-.-..m .. -. .t..,a x v ,-x r. ,.v.. r w.,.r-- ., r ., ._ r- .. ..,. - -. ., . .. ... _ --_.__- .. -. .. •, , • t. ISITE DATARFC/I S SC M-# 1000-97-1-25.1 1000-85-2-10.3, 1000-85-2-10,.2 I/3/o2 # X157JNbRAV'EL,:f0AI7. • I (N 5/22/02 5T 6 V I EY D' X Aid - PROPERTY: 36225 MAIN ROAD ADDRESS CUTCHOGUE, NY. 11935 \ OWNER.• MICHAEL LYNNE 36225 MAIN ROAD CUTCHOGUE NY 35 : •r.. (LINE OF D M EVELOPEENT RIGHT SOLD) p SURVEYOR: JOSEPH A. INGEGNO � BLUESTO O P.O. BOX 1931 A5PH NE DR11TE XA r d. R� .M : .,. •.. ,. ALr 6A5£ ON NEw CONCRETE GB .:; p EXIST. RIVERHEAD, NY 11901 - . I•N ;. G STORM DRAIN cn DATED DECEMBER 23 1997 W7 P8 2002 QUA Southold T® *�n RORAIL `' ZONING: A-C 1 r - 5D r�SD1 S SITE: 49.42 ACRES 2,152,735SQ. FT.D� �IuI �l - �� \E - 4 >rx� r�ry z AREA ' . r a 6 - - \ EXI5T. L6JUM 6LK;•G (� p j 5"+�cD R LDADiN6 F-XI5T1NO • GARDEN EXISTING wi \ OCK :; :' . :'': ".' •• .' ... ....` ;. ; 1 o LOT: 1.33% ACTUAL / 20% MAX. ALLOWABLE Xy 5 COVERAGE W � o � z 0 t} NOTES: THE LOCATIONS OF WELLS AND } � z E p C SS OOLS SHOWN HEREON ARE w 'i FROM FIELD OBSERVATIONS AND OR :ENc oRGN EX 1 STI NG X Z EXISTING u Lb 1N . w : ., . . . . . STORM DRAIN HE DIW I w DATA OBTAINED FROM OTHERS. - IRRiGATION 0 JA J WELL !? 1 �0 0 Z • - - . . . . .. . . . . . . . � � . . � PARKING CALCULATIONS � E X 1 X I 5 kvA • r =a RESIDENCE:N S E:C 2 PER RESIDENCE P _2.©0 SPACES S E Dw I \ J . ,� - WINERY: i I V , � , J D 5 I z .. .. .. � 'A. OFFICES: 595 SF. @ 1 PER 100 SF. 5.95 SPACES TASTING ROOM: @ AID 3+212 SF. 1 PER 200 SF. 16.06 SPACES Q GD FXISTtNAY. I I • t� �.BLGh , _ fX EXI Atv:eLo TANK ROOM: 4,59$ SF. @ 1 PER 500 SF. 9.19 SPACES ' - -- -_- I` G s J BASEMENT STORAGE. 1,246 SF. 1 PER 1000 SF. 1.24 SPACESw to 0 CASE STORAGE: 3 200 SF. 1 PER 1 000 SF. 3.20 SPACES W Q `try" v @ + BARREL ROOM: 7,362 SF. @ 1 PER 1,000 SF. 7.36 SPACES Z TN I SUBTOTAL: 43.100 SPACES O E TOTAL NdE EXIST! I ' SQUIRED: 45 SPA I PARKING SPACES R CEPS_ M kXALKWAY Q TOTAL EXISTING PARKING SPACES: 33 SPACES AGES fl LLJ-- - • • - • •• � • • � TOTAL PROPOSED PARKING 12 SPACES [jij Ex TOTAL PARKING SPACES PROVIDED: 45 SPACES sr. TRUCK PARKING AND LOADING: LAWN p w 7. LOADING BERTHS: 1 PROVIDED / 1 REQUIRED !- IN EXIsTIN __- - I DRAINAGE CALCULATIONS _S. . . LKWq�• _• -; ' --____ _ __- GARDEN �^'ne ROOF AREA OF ADDITIONS H ILI TI - - •_ ■ ' Y WELL m U W DR AREA X RAINFALL X RUNOFF FACTOR � '" , Zz , . •.• •• _____--__ -_-�._Y _� �Xfc�7-, 3,073 SF. X (2112 FT.) X 1.0 512.0 CU. FT. == :;: ` 4 ' ` ----__ NG USE: 1 8 -0 DIAMETER POOLS r• T r BE SH,tD tf�J�/ �L . � O � I 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. - -� Moy �'x }':f; •' �A . . • 6A � EXIIsrIN ' ° 1- 8'-0" X 4'-0" SOLID WALL RING = j b Ac R R . . �0 - 168.9 CU. FT. Tc-p , x X - a •' :CIS -,: ..: - ' 1- 8 -0 X 4 -0 STORM DRAIN RING - 168.9 CU. FT. ��G�'. 111 ONZ- y�vA �,' ..� 'I' (�'. � A . �,- 560.9 CU. FT. f ME P v A o ��sT - E U I R-E-- ---.._ - - ---- - -- -- - - � - I E • 5 �K�•�� ' � z I -P�O�l1QED R D� ( SDI t / -X1 ME R 83 5p,rgG1`� } US'TIN, �v 1i• I 560.9 CU. FT. > 512.0 CU. FT. \ C � I r:•' •• . . .' Fxlsr• NIrAIN F DRY WELL AREA X RAINFALL X RUNOFF FACTOR RAIN �N < w (QW)-B 3,675 SF. X (2/12 FT.) X 1.0 = 612.0 CUB. FT. REMO�E '.EXI5TING 5EPThG 11 5Y5 M, S�'ORM DRAINS d / Gp .,. a - -. NDL�151NG';:.. F� USE: (1) 8'-0" DIAMETER POOLS LEAG'HING POOLS (TYP) T ITS. :•.• Exlsr 3, 1 1- 10'-0" X 3'-8" SOLID DOME = 108.7 CU. Flt'. °� z� / I HIGH 1 10' 0" X 4'-0" SO - - - LID WALL RING - 273 7 CU FT Q.-- cn ° TANIOO GALLON 5EP €� 1- 10'-0" X 4'-0" STORM DRAIN RING = 273.7 CU. FT. FT (I) g FT DIA IG 656.1 CU. FT. N a o �, t 1'� ❑ ExIsrING O Po HIGH LEA J W u � } 1� RGHA -� °L GHING PROYMED REQUIRED W z W x Md RD EX I a Misr, AND Isr!NG a- 656.1 CU. FT. > 612.0 CU. FT. __ d FRG w• M NrW ' EXISTING RLIN Ll D I t� DRY WELL AREA X RAINFALL X RUNOFF FACTOR a c� ,q I r I :••. . •• .. :. : : '. :. TRANSFORMER,u 6 s '� �DW� C 2,713.4 SF. X (2/12 FT.) X 1.0 = 452.23 CU. FT. M I F NGED HIGH Q F-• D : LAWN RELOCATE ENCLOSURE �XI 5TOR EXIST : :. NEW pro �L M D IN RKtNG A. PROPO I VALVE p2 - - ---- - _- __ - � .. : �::.. '.•., ...f9:gP � sED TE 1 S8 -01 X 2/-0„ D _ � cA DIAMETER POOL RR ,4 `'' ' 9" SOLID DOME - 54.2 CU. FT. AG>i�).' SCREEN EVRGREEN R �AULr 1- 8'-0" X 4'- _ 1 5T :C - 0 STORM DRAIN RING 168.9 CU. FT. ` -~ P•"C LP. ./ `j SF EXIST.. I 223.1 CU. FT. ' _- - - •- - - -; �- /� LA�,N ' w PROVIDED REQUIRED i p 223.1 CU. FT. > 186.0 CU. FT. -�LP LP :• . �. . '.. �• TERRACE / CRUSH PAD aF N ___._.__--- - _-_ -_ ___ -• _- .. NEW SANITARY 5Y5TEM ..� , •t�• E!y PROPOSE WA5TE AATER SEPTIC 5Y5TENi TEST HOLE •• • EXISTING TTREES (TYP.) J -- DRY WELL AREA X RAINFALL X RUNOFF FACTOR �,~� • StF �o . I t.iV t }� r 1 1, 1, � l _PROGE551NG .EOR_WINERY LOCATION V~� �' DW1 D 2,713.4 S.F. X 2/12 FT. X 1.0 = 452.23 CU. FT. WINE PROG SSING W�tiSTE WATER SEPTIC TANG (I) - 10 ft. 0 2,500 GALLON I ) � z (I) 8 FT VIA. 5 FT SEPTIC TANK ` Ex USE: (1) 10'-0" DIAMETER POOL NEW BELGIAN EXIST. TREES IN 1- 10'-0" X T-8" SOLID DOME = 108.7 CU. FT. �• 017953-.1 LIQUID l..f_VEL.�i'ANK (5LT) LEACHING PDOLS PROPOSED PARKING `t�.•>' t1S LEACHING POOLS (LF) (3) 8 FT VIA. X 12.5 FT DEEP BLOCK GURBINCG AREA TO BE IT) ( 1- 10'-0" X T-0" SOLID WALL RING = - 205.3 CU. FT. R�• GH\ {2)-8 FT-DIA:/ X - EXPANSION RELOGATED PROPOSED EVERGREEN STORM DRAIN RING 342.1 CU. FT. A 12.5 FT. DEEP (2) b FT. VIA. X 12.5 FT DEEP 50REEN a 1- 10'-0" X 5'-0" - . 656.1 CU. FT. FOUND ROE T NO: _.._. .._-• . -4-- __ _` - -- - - v GONG MON. I PROM ED REQUIRED 2007C • 'N54 44'25"W 260.0 PROPERN L I N� 656.1 CU. FT. > 452.23 CU. FT. � O DRAWN BY: -- -- - - -- - - - R.J.B. 0 J NEW PARKING AREAS GUY WIRE FOR GRAPES tp ' p CHECKED BY: ' ry Q EMPLOYEE NS 1 STORM DRAIN AREA X RAINFALL X RUNOFF FACTOR DATE: SD "E' 2,771.43 SF. X - " �_� (2/12 FT.) X 0.9 - 415.71 CU. FT. '• 10/31/ 01 USE: (1) 8'-0" DIAMETER POOL STORM DRAIN LSD �' SCAL1'o = 20'-011 N/O/� +� z I 1- 8'-0" X 2'-9" SOLID DOME = 54.2 CU. FT. SHEET TITLE: `JO ANNE F. 5RA(50NIER 1- 8'-0" X 4'-6" SOLID WALL RING = 190.1 CU. FT. • � LINDA M. PRIGS � 1- 8'-0" X 4'-6" STORM DRAIN RING = 190.1 CU. FT. 434.4 CU. FT. PARTIAL PROVIDED REQUIRED SITE J om 434.4 CU. FT. > 415.71 CU. FT. PLAN PUBLIC a In STORM DRAIN AREA X RAINFALL X RUNOFF FACTOR SD 'T" 3PARTI&L-SITE-KI-4! ,109.4 SF. X (2/12 FT.) X 0.9 = 466.41 CU. FT. SCALE. 1 - 20 -0 ZQ USE: (1) 10'-0" DIAMETER POOL SRM DRAIN (SD) "E" SHEET NO.: 1- 10'-0" X 3'-8" SOLID DOME = 108.7 CU. FT. ^ELLTIN6� 1- 10'-0" X T-0" SOLID WALL RING = 205.3 CU. FT. -- --- - - - - - - - - 1- 10'-0" X T-0" STORM DRAIN RING = 205.3 CU. F'T. 519.3 CU. FT. PROVIDED REQUIRED BRIDGE LANE 519.3 CU. FT. > 466.41 CU. FT. REVISED: 5/22/02 ; ---------------------------N/O/f= N/O/E ;If J05EPH RE I LL HILDA JIMINEZ Y � I k s'45 Fvi 0.1 - 554°501I5'E 534°56'43"E 4 I'15"E j FOUND - I D03.4'ST554°4Z'05'E Ds yv D'I55 E ZOO 00' GO"1G.MON. p OUND oilo GavER tr'tr 0.4S `GE•`s'OOL FC.00W-.MON. IRON PIPe NEW PARKING I ��fftt r---- { 'A ;. DNS ` t,'c¢j T Y 0 y{ •-+W t k'ty1,.'•JYI '+f� •"il:l Y L.V 1�•i` "�: k,�`'.P r!.1` k f." w.?r •��G:r'Vtj i`.f r:"�,•`.'CN ".�}. M IiX �•'>:•'4'e- }�•��lft!.1.�, Z 1� n�' ' f4'j li -ILL 2r ,RIGHT 50LD) l Z I - if i _ � _ ,:�;Sttff.►,�y,A 1 •i%ti"v jY1ivL^' ' ' 1 - - - � 1 . .a�%!,. + F:a:"'ti.r:��.i�i:�n i:•;::tF f.'�!h.ir..p - 5 AREA ## 2 re. / I x�w• \ ir m i l ' � >-' W Q VIIVI=YA i �� �.. ". 4.~ z 70f 11012{.mIi11°II A R E AREA 3 �� 4' �- $ - / , z [JUI $ � 1 NNpp _ Q t ` Y'UTHI 8 FT. / �fD6E OF MOODS CONGD MON. fMOUISO \ / Ur °?IS'Nt IGONG.MON. ` EXISTIN6 ; ,. _ WELL V 1 = F'- (N DIRT RO I N/O/F M in O ANNE F. BRA60NIER -- -' V d LINDA M. PRICE �� BRID6E LANE FOUND GONG.Mt. -- GONG.MON. •S+i S5"W GONG.MON. t� FO�p FOUND FOUND t 1�MON. GONG.MON. N/O/F b9494' - '�b�75F' "1g134' O]'9O'Y1 .5 F O� . 5 4635'W A' GONG GONG. N, NG.MON. >- /Y/Q R�C�S x W'RE FENGe noon roar wn HENRY OMAN N/O/F tELOUISE CINDER N/O/F4p. i PAI;JL A. PETER 4 ELPINIKI CARTSEL05 ` (Jl ►`� i Gfy,4� CG�R� M1=SF+cD L g z Lo,{1 t GHRI5TINA J. O?�AN t PA17RIGIA A. PETER 1C7 Low i��1 LO 5 Lo 4 � � `1 GHARLES GARTSCLOS , o 5u5ovmlow MAP OF LOTO lJ `",`J -'�^�' FOR ADDITIONAL INFORMATION Fila7 IN TtfE Cfi►IC.�OP fl'E GLP'RK OF'J�1''flLK COUNTY ON MARGN 9.IRT-r Iu FILL No."'m KEY M AP SEA SHEF-T NO. SCALE: 1" = 100'-0" os zSAIVITARY C ALCUL TIO S - REA#1 to <. AREA # 1- SCTM# 1000-97-1-25.1 = 2.61 ACRES - AREA # 2 -SCTM# 1000-85-2-10.3 = 42.34 ACRES (DEVELOPEMENT RIGHTS SOLD) HYDROLOGIC ZONE: IV - 600 GPDIACRE -� < o ALLOWABLE SEWAGE FLOW: '600 GPD X 2.61 = 1 566 GPD "'� ° '' AREA # 3 -SCTM# 1000-85-2-10.2 = 4.39 ACRES w . 1. EXISTING RESIDENCE 300.0 GPD 2. WINERY ( EXISTING & PROPOSED) 1,013.14 GPD 2 W• a N � �LOGKIN6 CAST IRON FRAME AND COVER TO BUILDIINIG AREAS TOTAL AREA #1 SEWAGE DESIGN FLOW: 1,313.14 GPD_ p S GRADE IF DISTRIBUTION OR OBSERVA710N _ POOL FINISHED GRADE , 40 x EXISTING RESIDENCE: U24-&E ~ U - - GPRECAST REINFORCED D 20 -� EXIST. VINEYARD BUILDING: �00 S.F.. WINERY SEWAGEF c� v� DESIGN�.411/1_CALCULATIONS: WHEN THE POOL COVER ry WINERY: FIRST FLOOR: \ IS NOT BROUGHT TO GRADE - - 12" MIN. EXISTING: • $556-S.E OFFICES (0.06 GPD/SF) 35.70 GPD 0.06 GPD X 595 SF = 35.70 GPD PROPOSED: 2' MAX. FLOOR: AAA-8-Sl / \ INLET BASEMENT: 7 179 S_.F. SALES /TASTING ROOM (0.10 GPD/SF) 321.2 GPD / MIN. 4" VIA. _ 0.10 GPD X 3,212 SF = 321.2 GPD � pF NEE,, GLASS 2400 PIPE PITCHED MIN. 115" DROP T y . ST j� C)� (IF DIST. POOL) -OUTLINETEST HOLE B)Y MCDONALD FERMENTATION (0.04 GPD/SF) 183.92 GPD C) z Jr 0.04GPDX4,598SF = 183.92GPD MIN. GLA55 Z GEOSCIENCE a � oR Eau1VALeNT 017953 \ v� MINI SPjr T '44°D TEST HOLE DATA ( 7/6/2001) GRADE ELEVATION +55 FT. STORAGE 0.- _--_ ( 04 GPD/SF) 128.00 GPD d ® 0 0_5FT BROWN SANDY LOAM OL 0.04 GPD X 3,200 SF = 128.00 GPD Rf A 2 FT. BROWN LOAMY SAND sw BASEMENT: 4T IRON WYE" ILa � STORAGE (0.04 GPD/SF) 335.88 GPD PROD CT NO: 0.04 GPD X 8,397 SF = 335.88 GPD 2007C FINISHEDM �' I� DRAWN BY: MECHANICAL (0.04 GPD/SF) 8.44 GPD , I_ I = t 0.04 GPD X 211 SF = 8.44 GPD CHECKED BY: PALE BROWN FINE TO / INS L y p 17 FT COURSE SAND svv TOTAL SEWAGE DESIGN FLOW FOR WINERY: 1,013.14 GPD DATE: 1 I I tl _ INLET I , .I 10/31/01 _N COMMENTS: NO WATER ENCOUNTERED SANITARY SYSTEM REQUIREMENTS FOR WINERY SCALE: MIK 4'DIA GLASS 2400 Q QI OUTLET TOTAL SEWAGE DESIGN FLOW= 1,013.14 GPD = 091 i -� NO SCALE SEP_IICJAIyK; 1 013.14 GPD X 2 D P� lµ _ DAYS = 2 026.28 GPD • �-LOW _I I MN.4'DIA.GLJ1•�i�400 � � ^31 MIN.- f . PIPE PITG1fiD I/6'/fT 2. LINE <t- - � SHEET TITLE. BUILDING WALL (1) 10 FT DIAMETER X 6 FT HEIGHT SEPTIC TANK 2,500 GALLON _ I 81 DIA - GRADE LINE EILE\/ATION ± 56.6 FT. LEACHING POOL AREA REQUIRED FOR W SEAGE EM:SYST Opp I�' MIN. 2' MAX. 1,013.14GPD If1.5 SF/GPD = 675.33 SF. SITE to / (3) 8 FT DIAMETER X 12.0 FT HEIGHT LEACHING POOLS = 901.8 SF. I/8"/FT. PLAN N �,z 2 rT s �Tl� LEACHING V MIN ABOVE 6ROUNDWATER� / TAN 1=001 BAGKFILL MATERIAL TO BE IE. +55•q' IE. +53.`f' K 1l � •� n R SHEET NO: GLEAN SAND, AND GRAVEL _ _._A*S-U- f URC-C�S-S�G�Rom! Ry 6" MIN. PENETRATION IE40' +53 731 1.FERMENTATION WASHDOWN OF TANKS 500 GPD IN VER61N STRATA 2.CRUSHING OF GRAPES 400 GPD SEPTIC TANK NOT TO SGALL) of 5AND AND 6RAVEL i2 ft. I---- --!-7 ft. - TOTAL PROCES,�NG:�QQ�� 2500 (GALLON LEACHING POOL AREA REQUIRED FOR WASTE WATER PROCESSING: TYPICAL LEACHII G POOL DETAIL SEPTIC PROFILE = 900 GPD / 1.5 = 600 SF N.T.S. - - PROVIDE (2) 8 FT DIAMETER X 12 FT HEIGHT LEACHING POOLS = 600.6 SF (N.T.S.) PROVIDE SETTLEMENT TANK (SIMILAR TO GREASE TRAP) FOR WASTE WATER TREATMENT, USE 8 FT DIAMETER X 5 FT LIQUID DEPTH. i 7 4 I I I -- I p REVISIONS 3/7/02 5124102 LEGEND > EXISTING WALL ' "'"""�' NEW WALL i , • WALL TO BE REMOVED A I �- - --- - ---- --- -- — — --i---� - — — RAMP DOWN §CAL I , RAMP DOWN DN I i I I O ---- ---- - ---- ---- W 1 - }—-- - --- --I ❑ I — — — - ---- Z I I RAILING I ! 1 TERRA CE / RLISHI G 'AID I DN NE EXISTING �—� I I CHIT I FIR 4 —�— --- ---- --h— CASE STORAGE FENCED ' �--- --�-----__ - - -- -- �--- -- -�-------�------- —-----�------- ------ �..--------{- -- -- —------!---- -------a ---- - ---+-----�----- ------- --- - ---- ------ --- ---- - -- ENCLOSURE 1 i fi -i fi CRUSHIN ARE ---_-------- -_ - ------ - - EXIT j I I ------ W Q I{ RELOCATED NEW AC UNIT --- --— ----- —— ---- I ----I ------ ---- I ------ ---- - -- -- -- - a-----' '------- AC UNIT EXIT i t1 -. --- ;---- -- NEW _- ----- I —-- -- - -----� - -- -- - -- - - - - - -- -- - - - -r - -, - ' - --{ -- _ -_-- ---I --- STORAGE ROOM - --- ----- r W UjREUSE EXISTINGREMOVE EXISTING OVERHEAD DOOR ,a 1.*..�. .. }--- ---- ---- - —--t----- —----1-- �.--- I I I I } y i��.t FUTURE i i FUTURE h .>•� TANKS I I TANKS I �`a h' .J '''" -" _ ----•f- I I I I Lj TANK PUMP --�_--_ I I ------------- I I ---------------------------------- NEW L- ,•,' ;,r�;:., '.r, O --1---- -!----- NEW TANK ROOM ADDITION I ! 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EXISTING TRENCH DRAIN ' I 1 I IINE EXKISTING TRENCH DRAIN T� 3 1011 inn\• .\.. �:.t '4 r e u T.R. SUPPORT I —! DOWN TO eF, \.•,. a i I � BASEMENT •..; yy;,,,';}:'`,��'•c...,,\.�;•: • � W• cJ 4n , • ! 4•• 2 1 I 1• � V i , -}--- - NEW EXISTING TANK ROOM 1 LOBBY _.;w.,:>':.:.;�.. 4,.. .:,.w: ¢ t-• e 1 LOSET • .... fn N `;t•i w��l4j y'Y}-.4.1fi:\: Sti;t,1�:' 5T}/ON iY.•DN srrp oh w.Vi" ''b ' '`• �• •'1•'PI C•:`i.M I COVERED (� *.^�'• �.-;r•�:%..,. oN i 1 ENTRYVEXIT EXIT ✓ Q ' // we Z.:.::.I••x',L. . r't :1 ' ! I I--'- -- -- --- � y j '' '£`X13T. a/ 'iyiy�;;4•k:.....„.:r.�H ;,..^'r•�'gin. € i ' 'FPC,TOILET ����:,yry,-:,ft;t :{ ,,. .[:, :•: Room I ' -------- ;i4i' x•F'��'. . ^�\.5.4 EXIST. '`:�,.:,.,;;�.; ,,..;.�•�•::�<: NEW �:. 4'•:- -r---- ---- ------- ----- 1 ;� OFFICEILAB { SKYLIGHT •n}w7: ,���:,. '_,; •,a, "�. -- ---- ----- ---LIGHT� EXIT EXISTING TASTING ROOM j' °" : '' � NE4Y' ciMEN's I EX��g�� EXISTING r' �`, °� ST > OFFTCKRE BOTTLING LINE-'— EXIT COVERED �' xIT .�- 1- j�u - WALKWAY EXISTING STAIR f }- . {. 13 i - >c 1 1- NEW---I - --- �h 0179 Y 1 a'c IDS a� 1 SKYLIGHT I TASTINGISALES COUNTER FOR E�IL.ARGENAEN1' y _. ; . MEW MEWS, - EXIST. ENTRY PROJEC Mr: �Qj�,�i�RM• . ��EE SHEETS � + _ + ; - DRAWN BY: Wet i EXIT L.v Lnv _ - - :rnaer.F RJB CHECKED BY: , ' NS .f DATE: 10/31/ 01 SCALE: `j 1/8" = 1'-019 SHEET TITLE: FIRST FLOOR PLAN FIR%xyPLAP 4 SHEET NO: SCALE: 1/8"=V-0" cy NOT R O CONSTRUCT ON � DATE: 4/12/02 Tyav S/2,84/0Z, 8 r�E:aH 'RM it. Fri\C GENERAL NOTES NEW CONSTRUCTION MATERIALS Roofing: Mire treated wood shingles - natural cedar Sitanding seam metal roof at low pitches - bronze Siding: Gedar board and batt with cedar shingles Color - "Cabot" solid body stain - Navajo White Windows: "IWtarvin" wood windows and doors - white Trim & Railings: Clear cedar- white Terrace Walls: Stone Veneer - Misty Rose Seasonal Tent: \White with tan stripes CONSTRUCTION TYPE Type of Building Constructioin: Type 5 (with sprinklers as required) Occupancy & Use: C3.1 - Wiinery _ -- 4 -. ._ _ L - -_ _ HI III i _ - F-1 I - W - l SOUTH ELEV ATIOR 1 r y SCALE: 1/8tl =1 -l011 Z NEW CONSTRUCTION n' E it U -- -Il 4-- I' -t- IJ Z_ I _I _ — , N 2 , M o _ w J V -- - I l� - A I I _ _..:_ -• __ _- - �_-T-ter_-___ _ -_ _- - ___._ _ .__ _--__^___._-___—_ _ __• _-_..--- _- _—. ._ _� __- _-- ____-_—___-_ _ �._ ... w N _ L � - 2- LiL E01 11 IMF NORTH ELEVATION i SCALE: 1/8" =1'-0" NEW CONSTRUCTION z � �• /Fll 2 17°53-1 , oject No 7 C _ ---- - -- -- = -— - == -- Drawn By: !tiJ - -- -- Checked y --- - ----- - -- - -- - -.-.. ._.__ —_ — -- -- —_ - ate: 10131 cale G I -- _ - -- - --= — - =--_ -- �. S' 4'I -oil It , ! - Sheet Title: I1111111 - --=-- -- - _- --- - -T - Titiiij --, If IT Ft B U I LDI N G I - - ---- - ELEVATIONS ED it i f �I ! I {' it , I I I ; , w.. Sheet No: --------------- --- ----------- NEW CONSTRUCTION _ EAST ELEVATION SCALE: 1/8" =1'-0" INTST ELEVATION a �6ALE: 1/8" =1'-0" -