Loading...
HomeMy WebLinkAbout1000-121.-6-1 (4) I. SITE DATA EX I STI NS VEGETATED BUFFER SCTM # 1000-121-06-01 A5 FER ROYALTON 5U5DSV I S I ON \`` PROPERTY: 35 COX NECCK, ROAD Y 11962 OWNER: PREMIUM WINE GROUP, LLC 02 15 11 10" W n / 00• ZONING: LB /k/ • Ex J\ SITE AREA: 155,204 SF = 3.563 ACRES �►� / • �x x' tv ` / , ALLOWABLE LOT COVERAGE 46 \\` �� 20% OR 31,040 SF o m / _ ALLOWABLE ACCESSORY BUILDING AREA— 25 FT ACCESSORY YARD SET�AGI� \\ � � O \ / N O ALLOWABLE: 3% OF 155,204 SF � � O ALLOWABLE BUILDING AREA:4656 SF C) E XD T• \ EXISTING LAWN / •do- � �` ` � � -1 MAXIMUM HEIGHT 22' \v ACCESSORY STORAGE BUILDING AREA: 4402 SF Z CP LINK BUILDING AREA: 1860 SF0 k� \\ TOTAL PROPOSED BUILDING AREA: 6262 SF Vol �,. 'C Q'C2•�` �D Q TOTAL LOT COVERAGE: EXISTING: 20,585 SF -� •O- PROPOSED: 6,262 SF 1ST. \� \' ~: :� X \� O TOTAL: 2 E ID � ' �yfi ;, b, ° `' , 6,847 SF OR 17.29% LANDSCAPED AREA: 55.6% OZ ,` \✓ \ \art p " C4 -l � p p REQUIRED: 35/0 \\\ Y, SURVEYOR: YOUNG & YOUNG ui 9 t � ".: . . . v lS� _ 400 OSTRANDER AVE 1.1L. kJ 2 \\ 4 RIVERHEAD NY 119010 EXISTING LAWN \ � � 631 727-2303 LICENSE #45893 DATED: JULY 28, 2020 0 0 6 k \ \ x 'Ic .L 0010� \" ✓ Ar 45 _ :.:..0 \ � J1 Q w\ � �'C• '��• ' :: ,��. .i' ��1Y . err: ^,n , ��, '�y � \. m ` —— — - - - -- - - 153' — -- - - --- - - - - - - � `~G•g\.� 0 EXIST. !X ?~ ' ,,; . y , t \g'C• p� / j, :z. Ac ; • \ G 0� N SIGN " / :,: . . < ,:. \ +` p '.• , DA 7 . %'.':/r° \ Vi d P• -o I d So u n d -�, \N� �,' �,p '., ?e\ Ave Q E XI!5T.Ul IL \X\\ \ , . // \ G -yy7 ;._t � O { �cf..• \'C \ D 1 pL-� Y XJ . }r � .y O I.Y j ,r• 1Y :'. \'yV•h ` Iv.{.. T J. ` `' V `� ,.,• .•,•' , r#1 mo / SITE tu 16 44 X, 0 x12- 'D" 173. E �� mow\ � ; `` \ PARKING CALCULATIONS o LO IST. STORAGE BUILDING: 9906sf/1000 9.9 spaces p 'cA j\/ \\ EXIST. OFFICE SPACE: 320 sf/100 3.2 spaces 06 EXIST. PRODUCTION: 6,992 sf/500 13.98 spaces Z• �g EXIST. TASTING ROOM: 738 sf/150 4.92 s aD ceS Cn�`N '�' � \\� TOTAL EXISTING PARKING REQ D: 32 spaces a RMI PROPOSED STORAGE BUILDING: 4402 sf/1000 4.40 spaces N o ° X >• a \ p 9�\ 5 6, �30• \ \ `� PROPOSED OFFICE AREA: 1860 sf1100 18.60 spaces W —1' W Z W �" ,P N O GtiG.\- p?9 � �' PROPOSED TOTAL REQUIRED: 23 spaces W. x M w ,�— NG g \ c' +�7�\5t� �� �� N `� TOTAL PARKING REQUIRED: 57 spaces g W a _ NO \ L \ \ • N O I G• ��N \ ` EXISTING PARKING: 24 spaces Q I—• 5 G \OG `5•f. \ �,�• p,SpN NEW PARKING: 12 spaces Cl) \ �C\ TOTAL PARKING PROVIDED 36 SPACES C` 0 5 \ �.�• LAND BANKED PARKING (REMAINING) 8 spaces to \ ZA \�` - SEP 0 9 2021 2� -- - --- ,� NEIV (7 1• `}` '� ti��5 'C'�� \ �/ \`�� - P1, rr_`i�, Board Co G'(L'STFF G Q / .(\N� � \ '�•�N5� •c• � Epp � � D / \ / :••;• • :: / \ °I'll":UNDERSIGNED,PURSUANT TO SOU'THOLD TOWN CODE SECTION 2tl-131(n,ACI;NOWLEDGES T11AT TIIE CONDITIONS OF THE SITE PLAN A/ PPROVAL SET FORTH IN THE RESOLUTION OF APPP.OVAL DATED p ROJ EC 'NO: / \ / /•(, l20 2LARE ACCEPTED(SEE CONDITIONS ON RESOLVTION) :• ' ' ••. :.;:. :; ,: 4.r• �' ,�AS� \ rLEASE m-I Na►rE �USi1 Nea�r 2004 , �? `:-••': G .. ' d ,27io�2 DRAWN BY: j `•'t' ., ,p•. -.« C-+ � ;`• Q AUT}tORIZEU SIGNATURE l o o TITLE, DATE NS 41 EXISTING TREES \ �'�'a;'' ' CHECKED BY: - TONN OF SOLTI OLD PLANNING BOARD N S DATE: CHAIRPERSON ', 4 jz/2ox3, APRIL 8, 2021 0 SI..ti,ATIJkE DATE SCALE: NOTE:The approved s!tv development plan sha?I be valid for a period of ell ghteen(1l1) 111 = 20'-0" months from the date of approval as per code section 2-9.132A. �\N R SHEET TITLE. AWN �� l \ EXISTING LAWN �g�;�y GONG. W SITE PLAN p \-51 GN An PLAN SHEET NO.: F7 00 7)707 (7( • \ ���v� SCALE: 1 " = 20'-0" L — 12?.60' TOWN OF SOUTHOLD SITE PLAN APPROVAL SUFFOLK COUNTY DEPT. OF HEALTH APPROVAL REVISIONS AUGUST 11, 2021 ADDITIONAL INFO SANITARY CALCULATIONS AS PER TOWN ENG ALLOWABLE DENSITY REQUEST 14 TOTAL ACERAGE: 3.563 ACRES /6 ` HYDROGEOLOGICAL ZONE: ZONE IV WATER SUPPLY: PUBLIC WATER 02 1311 10'1 / 400.00"� ALLOWABLE: 3.563 Acres x 600 GPD. = 2,137.8 GPD TOTAL SITE SEWAGE DESIGN FLOW: 1,065 GPD , SANITARY DESIGN SEWAGE DESIGN FLOW: 46� EXISTING WASTE \5t EXISTING WINERY � 0�\LG�pRL� 1 / 1. TASTING ROOM (5 GPD/OCCUPANT) m NATER SYSTEM M _ - ► \ , �, \ P ia 5 GPD X 20 OCCUPANTS = 100 GPD � � - ��;;;� '` '� "��� , may'•'/ � �(,1��N� � p`�-(GN�'0 `� � 2. INDUSTRIAL (0.04 GPD/SF) P a� 0.04 GPD X 17,720 SF = 708.8 GPDCn o- EXISTING SEWAGE FLOW 808.8 GPD ,' � / ` ,' g\� �,0; ,�p,N'F• b\L'( F \ON PROPOSED ADDITIONS TO EXISTING WINERY Z ; y -3 1. INDUSTRIAL 0.04 GPD/SF `\` \ +per\Nb ��gN'� 0.04 GPD X 6,262 SF = 250.48 GPD .g\, ,� / VVI b�'�p' ADDITIONAL SEWAGE FLOW 250.48 GPD ,' / / NG•P .� �vo��•�'�, \�' �� TOTAL SITE SEWAGE FLOW 1,059.28 GPD �� ,' '' '' `,/ Gp '�• ��� �� N �/ `\` `, 9 NOTE: OFFICE AREA IS LESS THAN 15% OF THE TOTAL AREA � � a c9 \ �� : \0` '0\ SANITARY SYSTEM REQUIREMENTS O SEWAGE FLOW - 1,059 GPD amomm `\ �� EXISTING SANITARY SYSTEM '0�,► � 111 l l l ' 'i l� ,' '` ��/ / - // 1.SEPTIC TANK ( ST ): 1,059 GPD x 2 DAYS FLOW= 2,118 GAL Lu USE MINIMUM: 2,500 GAL SEPTIC TANK (EXISTING) 2.LEACHING POOLS ( LP ): 1,059 / 1.5 S.F./GPD = 706 S.F. USE MINIMUM ( 2 - 10 FT. DIA. X 12 FT. HT.) = 764 S.F. (EXISTING) PLUS 50% EXPANSION (EXP): 1 - 10 FT DIA x 12 FT HT i CALCULATIONS DRAINAGE / ( r Ok �� ON NG� `� l l� 'l i NEW WINERY ADDITION ROOF AREA Pp5'E pN5gP' �N �� 5\L� G\�3 Gp.S��c �`, x DRY WELL: AREA x RAINFALL x RUNOFF FACTOR O \5 O �' 1860 SF x (2/12 FT.) x 1.0 = 310 CU FT / EW V DIA X V D '�� .p'�'Cp` iS`� �� �,�¢\N p•�\- '�N `, ; •p USE: (2) 8' DIAMETER x 6' HIGH POOL Fm RYWELL _ •�•� ,�'D • ` \ (2) 8 X 6' STORM DRAIN RING = 607 CU. FT. L\ pFripuo NEW STORAGE BUILDING ROOF AREA ® U / '�► i,,,// / �� / , 9\A DRY WELL: AREA x RAINFALL x RUNOFF FACTOR EXISTING SEPTIC SYSTEM �W\° y\. ,`'---- � b,�\Nb GpN � 4702 SF x (2112 FT.) x 1.0 = 783 CU FT ~ (1) 2,500 GAL SEPTIC TANK (ST) (EXI5TIN / ;�- ``� ' �', '0'�� X� '��\ P h P // �, �p\�yLg GANG• ���` USE (2) 10 DIAMETER X 7 HIGH POOL (2) 10 FT. DIA. X 12 FT. HT. LEACHING (2) 10'-0" X 7'-0" STORM DRAIN RING = 958 CU FT Q do POOL (LP) (EXISTING) �/ �� /� ;,, ;, •�, _ � ( , (1) 10 FT DIA x 12 FT HT EXPANSION POOL %� ' _ \� ---. / l�l i; ! , \g�\Nbp� �� ,' �\ �� ' ��� NEW ASPHALT PAVING AT STORAGE BLDG 11A (EXP) .--. � `� � �"''/ �� ''/�',��/ •7,\. � G. , ��,„' ' 'E� `� %; ,0 GON \N\- DRY WELL: AREA x RAINFALL x RUNOFF FACTOR EXP ; '\LEI, 3390 SF x (2/12 FT.) x 1.0 = 565 CU FT USE (2) 8' DIAMETER X 7' HIGH POOL > / �;;; /,11 ' O / — PROPOSED SILT FENCE _ : r.., / /%� V`� ,�� N 6 9 \N < (2) 8' 0" X 7'-0" STORM DRAIN RING - 591 CU FT DURING CON5TRUGTION / SEE DETAIL SHT #SP-3 �` ; �` '`�,;`, ,�/ / �� \5�. \ � `� NEW RAMP AT LOADING DOCK F�\Xp��6 .� `� DRY WELL: AREA x RAINFALL x RUNOFF FACTOR pNGP 3 ` 646 SF x (2/12 FT.) x 1.0 = 108 CU FT p, Cl �`d USE (1) 6' DIAMETER X 5' HIGH POOL o5 Z' pfi �` (1)6 --0 X 5 -0 STORM DRAIN RING = 111 CU FT Q • M ' NEWB' DIAX6 \`� \Ny �C �b �r \`� NEW ASPHALT PAVING AT NEW PARKING AREA DIR.YVeLL ' D , \oj'�• \ ' 0$ _ " '`z �� DRY WELL: AREA x RAINFALL x RUNOFF FACTOR W -i• } o �; N '� 2058 SF x (2/12 FT.) x 1.0 = 343 CU FT ~ a NEW GONG. SIDEWALK P R\' s_ _ {-Y ` ____.-----_.._ w (� G• 0 >, 4F4 e W , V 1l USE: 2 8 DIAMETA- �- �''' GO NS , ( ) ER x 6 HIGH POOL -��°,� g:�;,'� ,� a N � SEE DETAIL �`� _ 5PN ° "' O STORM DRAIN RING 507 CU. FT. w N x SEP 0 9 2021 ari _ \ 'C ` BY MARK McDONALD GEOS/ \ �N ,EEC\5�, IENCE TEST HOLE SOUTH OLLDD,, NO SCALE SOUTH rn X� rn G� \b�, GONG �� �� TEST HOLE DATA NEW YORK 11971 NG �.'��� 0 (p 70 W GONG G�� ,, \N�bti ENS 4.0 FT. LOAM OL ��P�EDF N��,yo \ ,.( 'P .� 9'Pp,�P Up < v \ • �.5'PN �� TO MEDIUM SAND LSW .��oN 17 FT. P,10/ \ G,'C�N '`,��C\5�' \rn z ;\ �i N�-( �G� COMMENTS: NO WATER ENCOUNTERED L. ZPROJEff NO: 2004 9 ' DRAWN BY: NS / ;; _ \� \�`� GANG• GV� , -� / CHECKED BY: \ N'( � ,<ql `� � '0�� �W �{ � �M / APPROVED BY Ns L\b DATE: Gpapa, / PLANNING BOARD APRIL 8, 2021 \ SCALE: \ \ /•�-( TOWN OF SOUTHOLD 1" = 20'-0" ?o ` DATE SHEET TITLE: \ AWN \N /R �� UTILITIES SITE PLAN SHEET NO.: L = 12- ho' SCALE: 1 " = 20'_011 TOWN OF SOUTHOLD SITE PLAN APPROVAL SUFFOLK COUNTY DEPT. OF HEALTH APPROVAL I GENERAL STORMWATER POLLUTION PREVENTION NOTES TOP OF EXISTING GRADE PERMANENT STORM WATER RUNOFF CONTROL MEASURES CAST IRON FRAME AND COVER TO 4" FINISHED 6RADE GRADE (AS REQUIRED) SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE 2�� R ASPHALT PAVIN6 TRAFFIC BEARING SLAB _ BASE COURSE Development activities for this project will consist of: ' �/ \�� \ ` 1. Installation of temporary erosion control measures (silt fence barriers) �\ %�/i:'%\/% 2. Demolition and removal of all exist asphalt at new building area 3. Excavation for a new building foundations �� . / ,\ 4. Removal all excavated material from site %� %'`;% //'�' \����/� /'�/��\ 5. Construction of a new foundations �^ U�IDISTRUBEr;SUB6 E Off? / E ® ® ® ® ® E ® ® v /� , �, �, � �, \/��/\ DRAINAGE RING- FOR G. Construction of the new Storage Building & Link Addition ,\. \�� MPGtEDfLL/\ \Nj;��/\�; Q Z ® ® ® ® ® ® ® ® ® SIZES SEE SITE PLANS 7. Installation of on site drainage structures (permanent storm water runoff control measures) p < 3' min ® ® ® ® ® ® ® ® ® -y 0 W 8. Installation of underground piping from gutters and downspouts to the drainage structures Z �- 0}C ® ® ® ® ® ® ® ® ® BACKFILL MATERIAL 2�CRETE CURB DETAIL z W ® ® ® ® ® ® E E E TO BE GLEAN �5ANDZ 9. Filling and grading of soil above drainage structures 4 d o ® ® ® ® ® E E AND GRAVEL N 10. Construction of new walkways ® ® ® ® ® ® SEE 11. Construction of new parking areas including grading and surfacing — 12. Installation of new landscaping plants, lawns N 13. Removal of the temporary erosion control measures GROUND WATER — _ — — — — — _ — 0 2" ASPHALT WEARING COURSE PERMANENT STORM WATER SITE DATA 2 1/2" ASPHALT BINDER COURSE RUNOFF CONTROL MEASURE UJ Site Area: 155,204 SF or 3.563 acres 6" A6GRE6ATE BASE COURSE STORM DRAINAGE RING TYPICAL �/ Soil Classification: See test hole FINISHED GRADE COMPACTED TO a5% NO SCALE NOTE: Receiving Waters: Long Island Sound EXIST. PAVIN6 OR 06 K-V*% %%O %/%' '/%%% '%�%///-'�%i''/i /�//%% '!% '": DRAINAGE PIPING FOR ROOF Contractor: N/A LAWN AREA RUNOFF DOWN5POUTS USE 6" PVC (50HEDULE 40) PIPING Cn POLLUTION CONTROL MEASURES In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment X \/\U�ND�TEn t✓t'7MP �GTED'FILLi`fO,�f5�5' control measures including, but not limited to, the following shall be employed during construction: \/A\/ \7 �� �:� TACK COAT SHALL BE INCLUDED BETWEEN EVERY ASPHALT [ A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall LIFT AND A THE JOINTS BETWEEN NEW AND EXISTING ASPHALT PAVEMENT EDGES. WIRE FENCE W/ remain undisturbed. i FILTER CLOTH B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are ASPHALT PAVING DETAIL ® U FILTER CLOTH MIN. 6" � SURFACE exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded 5 BELOW GRADE F AINAoSE D and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in NO SCALE E— accordance with the soil conversation service recommendations. C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construciton on an area is suspended, the area shall be seeded immediately. a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. 4" THK. GONG. SLAB TEMPORARY STORM WATER RUNOFF CONTROL MEASURE b. Soil Amendments REINFORCED w/bxb, 1. Lime to ph 6.0 EROSION & SEDIMENT CONTROL DETAIL NO SCALE 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 Ibs/100 sq. ft.) c. Seed Mixtures Q-7-- W 1. Temporary seedlings #4 REBAR AT a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 Ibs per 1,000 sq. ft.) 12° o/G. f#4 REBAR '::±-.. b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in CONTINUOUS -- otS z October/'November. 2. Permanent seedlings - See Landscaping plans BUILT UP BERM SIP 0 9 2021 M -t_. ���CRETE SIDEWALK & PAD DETAIL ��uning f3 andD. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from �+,-�_or�i,�a a��ra �cleared slopes. NO 10' MIN. NOTE: El W W z E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. ~ a Z I. A CONCRETE 1WA5H PIT 0 W. Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until SHALL BE INSTALLED construction IS complete. ON THE PROPERTY FOR W• N �' F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The EXCESS CONCRETE AND Q 5 TO GLEAN CONCRETE construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be EQUIPMENT AND TOOLS. CO cn- removed or cleaned on a daily basis. 2. THE PIT SHOULD BE G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be SURROUNDED WITH . 9 pp 9 i 24" HIGH 501E BERM. protected from sediment buildup through the use of appropriate inlet protection. means shall be used to control dust during construction. 3. THE PIT TO BE LINED H. Appropriate — WITH HAY BALES I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be 4. PROVIDE A 24" x 24" eoF NeI, cleaned and flushed as necessary. WOOD SIGN LABELED Co �- responsible for inspection and proper maintenance of erosion control measures. Inspections HAY BALE "CONCRETE WASHOUT J. The contractor is res a F P p PIT". must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance S. THE PIT SHOULD BE measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair ofVONW EMPTIED WHEN '15% CAPACITY 15 REACHED /l/ sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. AND AFTER THE K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and EXCESS CONCRETE o� c CURES. , toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as PROJECT NO: shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically PLAN 2004 clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. DRAWN BY: NS The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to 10' MIN. HAY BALE CHECKED BY: NS the Engineer/Architect for revision of the SWPPP where appropriate. DATE: BUILT UP BERM AUGUST 11, 2021 DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE - SCALE: 2=I :1 EX. GRADE 1" = 20'-0" Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete __________________ _______ septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and SHEET TITLE: siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor SECTION APPROVED BY �� SITE g g g p 3 CONCRETE WASH-OUT AREA DETAIL PLAt-VINING BOARD DETAILS Waste materials shall include demolition materials from the existing building structure, unused building materials and products, NO SCALE � o trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily stored and dumpster shall be emptied weekly by a private carting company. TOWN OF SOUTHOLD DATE /4 J 1221 ZO22 SHEET NO.: . I t#:!!: P AVP% CM II II II II II II EXISTING x I ST I NG I I I I I I I I LOADING AREA BOTTL I NG AREA I I I I 5AP P l=L $ CASF STORAGE II II II II II NEW WINDOW SEE EXT. ELEV. I I I I I I I I I I EXISTING LOADING II II II II II DOCK � 31, „ II II II II II � 0 NEW EXIT DOOR Lu EMPLOYEE �6E ROO z LUNCH ROOM O 0 0 Q .— ———— TOILET/O TOILET/ 080 Room EXISTING 0 z OUTDOOR FERMENTATION AREA z 0 0 �- pE - Q I— NEW LAP. OFFICE CONFERENCE P.M Z O z N W OFFICE LINE OF ROOF ABOVE HANGING LIGHT ' ' A FIXTURE 18" HIGH WALKWAY aL LIGHTING STATION ---.--._.- --. IL 0 j EEtXIST SEP 0 J ZOZ1 AC EXIST. NEW I I I I ( I I ID - - - -- - ROO TOILET OFFICE II Z. I I I I ��i�fiiohi "fc,��,�n n��or,���,g �3o�,r� o , 43 II II III 0 W I , II II II II I I EXISTING W_ -�� � 9W U. a Z EXIST. RELOCATE EXIST. GO'I, r=Rr=D CRUSH I NG I ,AREA III a Z LA DOOR it II II II II W� awoa II II II II W. N II II III yN- I I I I I TRUCK SCALE II EXIST. 5TING II II II II II OFFICE I II II I I4THANICALI I i F- �X I ST I NG I I EXIST. ENTRY RS TO BE REMOVE 1�E:NTTION REMOVE EXIST. I I I I I 11 GONG. WALKW IN y AY glNDOW f NEW o I I I I I I I I I I �� of NE��® OFFICE o 0 0 5 NII=R I I I I III �G� s7r FOR RECEPTION I T. I u II II II II I , . I II II III N I II II II II II --- III PROJECTNO: 2004 EXIST. I II II II II II T65TIN& ROOM I ( I ( III DRAWN BY: NS z I II II II II II IIICHECKED BY: Ns I II II II II II — � N I I I I III DATE: x I I I I I I I I I ID APRIL 8 2021 - - - - - - - - - - - - - - - - - SCALEI/8" = 1' - Og' SHEET TITLE: FIRST APPROVED BY FLOOR PLANNiNG BOARD PLAN PARTIAL TOWN' OF 50'J7�'OLD SCALE: 1/8" = 1' -0" ;DATE /4t12.j7b?2- r SHEET NO: SUFFOLK COUNTY HEALTH DEPARTMENT TOWN OF SOUTHOLD SITE PLAN APPROVAL I' II METAL RAKE 12 3� LIFT O O RHEAD LIGHT 1 c�V I AT EXIT DOOR 5TORA5E nN I O XIT 00 - O C� z LOADING z DOCK 0 EAST ELEVATION m SCALER/8"=1'-0" W p FLOOD LIGHT - I O o Q LL 12 OVERHEAD LIGHT O 3 METAL RAKE AT EXIT DOOR I-- LOAD I NG AREA I RAMP DOWN O W _ z Q = V& PANEL IDIN p OVERHEAD LIST _.,`<" —" _ J �y AT EXIT DOOR 26'—O" '` ' FIRST FLOOR PLAN SEP ° 9 z°z'� F_ SCALE'1/8"=1'-0" SOt! r); � Tovin I Pianning Board Q WEST ELEVATION SCALE: 1/8"=1'•0" BA5rEMENT STORAGE UP LIFT ----; co Q- a 3: LV J• w z Q -� _I ~ Q Z u r W• c=i D n 0 Q N U' a0 f C) AL =ASC I A KO _ „�, 0► N W• N ta) U GU R - U O � 1 Q �—• c.� n 1 < d cl) N- ME AL ANE SIC NG N EXIT 4 " HISH MT HANDRAIL EX POCR A LW4 DINGVOCKOF f� R Y 77 SOUTH ELEVATION . . ................. b� SCALE:1/8"=1'-0" 017,95 PROJE -NO: 2004 DRAWN BY: L — — — — — — — — — — — — — — NS — � CHECKED BY: STANDINS 9AMl'_ ROOf NS BASEMENT FLOOR PLAN DATE: APRIL 8, 2021 SCALE:1/8"=1'-0" METAII FASCIA SCALES/8" = 1' - Off AL M &LITTE SHEET TITLE: T PA L s DING STORAGE GENERAL NOTES APPROVED BY BUILDING PIANN114G BOAIZD FLOOR CONSTRUCTION TYPE: STEEL FRAME (NON-COMBU5TIBLE) PLANS TOWN' OF SOUTHOLD 8c HEATING 4 COOLING: GAS FORGED AIR HEATING 4 COOLING SYSTEM NO ROOF TOP UNIT5 I)ATE �} �LZ�?�0?�— ELEVATIONS NORTH ELEVATION 51DIN6/'TRIM: SIDING: "BUTLER MANUFACTURING" — THERMAL WALL — METAL "FINELINE" PANELS - COLOR TO MATCH EXISTING BUILDINGS SHEET N0: SCALE:1/8"=1'-0" _ - TRIM: "BUTLER MANUFACTURING" — METAL TRIM — COLOR TO MATCH EXISTING BUILDINC75 ROOFING: MATCH EXISING — STANDING SEAM METAL ROOF — COLOR TO MATCH EXISTING — EMERALD GREEN SUFFOLK COUNTY HEALTH DEPARTMENT TOWN OF SOUTHOLD SITE PLAN APPROVA OFFICE LOCATION: ARAn_ING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 �� Southold,NY 11971 (car.Main Rd.&Youngs Ave.) Telephone:631 765-1938 Southold,NY wwwsoutholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 8, 2024 PWG Real Estate LLC c/o Jeffrey K. Haas, Esq. 670 White Plains Road, Suite 121 Scarsdale, NY 10583 Re: Approval Extension - Site Plan for Premium Wine Group Amended 35 Cox Neck Road, Mattituck SCTM#1000-121.-6-1 Dear Mr. Haas: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, October 7, 2024: WHEREAS, this amended site plan is for the construction of a 1,860 sq. ft. building for office and storage which will connect two existing buildings on site, and the construction of a 4,402 sq. ft. detached accessory storage building with loading dock, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 sq. ft. on a 3.563-acre parcel in the LB Zone, Mattituck; and WHEREAS, on September 13, 2021, the Planning Board granted approval with conditions, of the site plan entitled "Additions and Renovations to Premium Wine Group" prepared by Nancy L. Steelman, R.A., dated April 8, 2021 and last revised August 11, 2021; and WHEREAS, on March 13, 2023, the site plan approval expired; and WHEREAS, on September 18, 2024, Jeffrey Hass, owner, submitted a letter requesting an Extension of Site Plan Approval with provided reasoning as detailed in the October 7, 2024 staff report; and Premium Wine Group Amended Page 2 October 8, 2024 WHEREAS, at a Work Session held on October 7, 2024, the Planning Board reviewed the application and determined that the expired Site Plan remained in compliance with current rules and regulations; therefore be it RESOLVED, that the Southold Town Planning Board grants an Extension of Site Plan Approval for eighteen (18) months from October 7, 2024 to April 7, 2026 to the site plan entitled "Additions and Renovations to Premium Wine Group" prepared by Nancy L. Steelman, R.A., dated April 8, 2021 and last revised August 11, 2021; and If you have any questions regarding the above, please contact this office. Respectfully, James H. Rich III Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer \W" OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � � P.O.Box 1179 54375 State Route 25 `� � r Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) �� '�� Southold,NY Telephone:631 765-1938 ' www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 14, 2021 Ms. Nancy Steelman Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 Re: Site Plan Determination - Site Plan for Premium Wine Group Amended 35 Cox Neck Road, Mattituck SCTM#1000-121.-6-1 Dear Ms. Steelman: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, September 13, 2021: WHEREAS, this amended site plan is for the construction of a 1,860 sq. ft. building for office and storage which will connect two existing buildings on site, and the construction of a 4,402 sq. ft. detached accessory storage building with loading dock, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 sq. ft. on a 3.563-acre parcel in the LB Zone, Mattituck; and WHEREAS, on April 8, 2021, Nancy Steelman, authorized agent, submitted an amended Site Plan Application for review; and WHEREAS, on May 3, 2021, the Planning Board accepted the application as complete for review; and WHEREAS, on May 3, 2021 the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on May 26, 2021, the Planning Board, pursuant to Southold Town Code §280- 131 C., distributed the application to the required agencies for their comments; and Premium Wine Group Amended Page 2 September 13, 2021_ WHEREAS, on June 3, 2021, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; WHEREAS, on June 3, 2021, the Southold Town Engineer reviewed the proposed application and determined the site plan required revisions in order to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on June 7, 2021, a Public Hearing was held and closed; and WHEREAS, on June 21, 2021, the Suffolk County Planning Commission (SCPC) stated the action is a matter for local determination; and WHEREAS, on June 21, 2021, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on June 21, 2021, the Architectural Review Committee reviewed the proposed project and recommended items addressed by the Planning Board; and WHEREAS, on June 23, 2021, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on June 24, 2021, the Mattituck Fire District determined there was adequate fire protection for the site; and WHEREAS, on July 12, 2021, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on July 26, 2021, Nancy Steelman, authorized agent, submitted approval from the Suffolk County Department of Health Services (SCDHS) for C-21-0119; and WHEREAS, at their Work Session, held on August 23, 2021, the Southold Town Planning Board reviewed the proposed Site Plan and determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280— Site Plan Approval of the Town of Southold were met with exception of the submission of revised photometric information; and WHEREAS, on September 9, 2021, Nancy Steelman, authorized agent, submitted additional site plans and photometric information; and WHEREAS, on September 13, 2021, the Southold Town Chief Building Inspector reviewed and certified the proposed use as a permitted use in the Limited Business (LB) Zoning District; be it therefore resolved rti 1� Premium Wine Group Amended Page 3 September 13, 2021 RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the amended Site Plan with conditions, on the site plan entitled "Additions and Renovations to Premium Wine Group" prepared by Nancy L. Steelman, R.A., dated April 8, 2021 and last revised August 11, 2021, and authorizes the chairman to endorse the site plan after condition #1 listed below, is met. Conditions 1. Prior to endorsement of site plan, provide exterior lighting specifications in compliance with the provisions of Chapter 172 of the Town Code. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 2. Prior to the issuance of a Certificate of Occupancy, provide at least six (6) White Pines at 6' —7' in height and spaced 5' apart along the north/northwest property line where there is a void in plantings behind the proposed storage building. This shall be maintained in order to satisfy the transition buffer requirement. 3. Any existing exterior lighting on site that is proposed to remain and not compliant with all pertinent fixture specifications in Chapter 172 of the Town Code shall be removed, disabled or replaced. 4. This amended site plan is for the expansion of office area not open to the public and the construction of an accessory storage building to support existing on site operations; 5. The landscaped area in the rear of the parcel and along the north and northwest property lines shall be maintained at no less than 20' as a natural landscaped and/or vegetated buffer area as shown on the site plan, with no parking of vehicles or storage of materials permitted as consistent with the transition buffer requirement in the Limited Business Zoning District. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus Premium Wine Group Amended Page 4 September 13, 2421 and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: qi usse i Wea,rn , Applicant/Agent Date: Signature: GTE-- d� �� 2-` Z� SITE EXISTING \/EGETATED BUFFER SCTM # 1000-121-06-01 AS PER ROYAL_TON SUBDIVISION V I S I ON \�� 14 ADRESSTY• 35 COX NEC R 1 1952 OWNER: PREMIUM WINE GROUP, LLC 02 00. ZONING: LB 13" 10" � ,� / Ex EX `�`� / SITE AREA: 155,204 SF = 3.563 ACRES _ N Q ALLOWABLE LOT COVERAGE 46\ m o l�\ \ 20% OR 31,040 SF m 25 FT AG0E550RY YARD SETBAC*i - / ALLOWABLE ACCESSORY BUILDING AREA ALLOWABLE: 3% OF 155,204 SF 0 NO ALLOWABLE BUILDING AREA:4656 SF XIST. EXISTING LAWN �. +5' ` MAXIMUM HEIGHT 22' CP 14\NACCESSORY STORAGE BUILDING AREA: 4402 SF ® Z _ i •� P LINK BUILDING AREA: 1860 SF TOTAL PROPOSED BUILDING AREA: 6262 SF / �NG•P '� �O X �D TOTAL LOT COVERAGE: EXISTING: 20,585 SF PROPOSED:\ � ,� 6.262 SF (F-Lil . \ + \' '_: ~�' >A xy` �` �` TOTAL: 26,847 SF OR 17.29% LANDSCAPED AREA: 55.6/0 C(� REQUIRED: 35% SURVEYOR: YOUNG & YOUNG p�� lS� 9 400 OSTRANDER AVE WN �\ RIVERHEAD, NY 11901 EXISTING LA = < ':. ''. _: �h O 631 727 2303 ' t� k LICENSE #45893 / K ar. •�• `'' � y0 ��` � �; DATED: JULY 28, 2020 008 0 611,110000� .,,; :. .:. ., .:• ' ��� �,� �. �� .,fir -� �, O ,L PI 45 — O• C � .v ,.,.{• �•• .�i(j,'X'�i T ✓�rY�YY� . Cy icy `/� \� O - - - -- - —- - - - - -- -- 153 — - - - ---- -- -- -- , .3. .y ', '�� '� G• Y oPY G`_ .;.':.. 1 � �s N� � �• GGN y\\�o� 5'� � �\� •• �� �T;r ,����.o 20 � � �G o� ® C.� UEXIST. A x�•r ` '( \5 �p i� / `<: :z ? : ' :.,.._. ,.• \ q� SIGN . • • . o Zj C� o; ° : '.titi: i��: '::.;': �% Q►`� v Id Sound ' God �` �� ~'• ' ' S� � � '=.. :�y �,t�.�.,M:.;� . .4.�:...�. 2 G� Ave �C EX15T. rl r ^.!>>5i, ) \ (J ".:, 4� `,,� 'J' II ( II TREE ; y;? NIN � ` :v�►! �� SITE '� �'"� �� �;' ,f`/ � \(J1i � (.r �..= is .,.: .,, • �` �i 10 — 19T. \ Jv '�\\�`v '(�`�\0 %�� VG K�l�.'� _ __ _ _ I73. _ _ _ _ ___ __ N w\ -� PARKING CALCULATIONS — �- - LLJ G �;.'' N'� p 'F'i Zn'' \ ;�' �� VFXIST. STORAGE BUILDING: 9906sf/1000 9.9 spaces ? J N , '�\ EXIST. OFFICE SPACE: 320 sf/100 3.2 spaces EXIST. PRODUCTION: 6,992 sf/500 13.98 spaces o5 Z' �` EXIST. TASTING ROOM: 738 sf/150 4.92 s aces GG G :=`.:".. '� \GQ'\' \�,�.V ��N� \ 'S'• � `� �, TOTAL EXISTING PARKING REQ'D: 32 spaces a° T Cl 'Ile IL \ �\ PROPOSED STORAGE BUILDING: 4402 sf/1000 4.40 spaces o }' ' �� PROPOSED OFFICE AREA: 1860 sf/100 18.60 spaces W —�' W Z —y P �GK G p ,� \ 44 PROPOSED TOTAL REQUIRED: 23 spaces w° w '� N 5 M �p9 N G\ `� TOTAL PARKING REQUIRED: 57 spaces g W. a N �o \ \OD F� • 5•�. \) �,�PN�\,'C ` NEW PEXISTIARKINGNG KING: 12 s24 paces aces Q ~ U TOTAL PARKING PROVIDED 36 SPACES N 0. �5 LAND BANKED PARKING (REMAINING) 8 spaces er It SIP 0 9 20?' OF NEIV ',E �o F� / �� ��'P'� � •,o,� N '� OF P PEE �-- P"--� _o .. p�� 0 PROJECI \ �; •_' 2004 X , Q DRAWN BY: NS EXISTING TREES \ v CHECKED BY: NS 16 ° ? • <•• '•,' •.. :.....;.,,•....: �,• �� DATE: .` :.'f• APRIL 8, 2021 / SCALE: 201-011 _ SHEET TITLE: ° EXISTING L�wN \�,�• <,. ��� .� � GON SITE PLAN d 6 � EXIST. p SIGN \ a ° P L "A' H- SHEET NO.: SCALE. 1 20 0 11 00000 1�7.60' TOWN OF SOUTHOLD SITE PLAN APPROVAL SUFFOLK COUNTY DEPT. OF HEALTH APPROVAL REVISIONS AUGUST 11, 2021 ADDITIONAL INFO SANITARY CALCULATIONS AS PER TOWN ENG ` ALLOWABLE DENSITY REQUEST TOTAL ACERAGE: 3.563 ACRES WATER SUPPLY: E IV PUPUBLICW TER 02 13 1110 11 400.00'\ ALLOWABLE: 3.563 Acres x 600 GPD. = 2,137.8 GPD TOTAL SITE SEWAGE DESIGN FLOW: 1,065 GPD / _ SANITARY DESIGN 46 fn ��.--��` ,. ���'�I . '/ �• �• G I�`, �� SEWAGE DESIGN FLOW: dl EX 1 STI NG WASTE _ __ C\5 \L\ �C\5 .�\ EXISTING WINERY : WATER SYSTEM / - , ice`_ \OG G'Cp� 1, \, 1 / 1. TASTING ROOM (5 GPD/OCCUPANT) m .- , , `, r- � '' 'i" '� \p' P�` �c\5�' 'f - 5 GPD X 20 OCCUPANTS = 100 GPD gP�`��5 � 2. INDUSTRIAL 0.04 GPD/SF O ' ( ) 0.04 GPD X 17,720 SF = 708.8 GPD � ` ' ' i' O ' P�,�pN EXISTING SEWAGE FLOW 808.8 GPD Cn ` \L'C G.�\ON PROPOSED ADDITIONS TO EXISTING WINERY ui � � / _ � � ► � C' ,��C1-\N ,� ,` �\ ." pp��Ng'� oSP'3 1. INDUSTRIAL (0.04 GPD/SF) Z i 'cr \N�`� ��v-ltoov-l 0.04 GPD X 6,262 SF = 250.48 GPD 05 ( X\� ' � ` ` ADDITIONAL SEWAGE FLOW 250.48 GPD TOTAL SITE SEWAGE FLOW 1,059.28 GPD NOTE: OFFICE AREA IS LESS THAN 15% OF THE TOTAL AREA Yk\p' '0\� X _SANITARY SYSTEM REQUIREMENTS 0 SEWAGE FLOW - 1,059 GPD �� 9 EXISTING SANITARY SYSTEM Lu d // '//' / �-' % 'y � ` 1.SEPTIC TANK ST : 1 059 GPD x 2 DAYS FLOW= 2\. ( ) ,118 GAL AA USE MINIMUM: 2,500 GAL SEPTIC TANK (EXISTING) �` 21EACHING POOLS ( LP ): 1,059 / 1.5 S.F./GPD = 706 S.F. USE MINIMUM ( 2 - 10 FT. DIA. X 12 FT. HT.) = 754 S.F. (EXISTING) 06 PLUS 50% EXPANSION (EXP): 1 - 10 FT DIA x 12 FT HT ?- d % ', / ; DRAINAGE CALCULATIONS Cl) � � p � ( �\ NEW WINERY ADDITION ROOF AREA ppc ONSSp'3 \��(\��\ N� g\l.� G'f\p3 'Cp� ' U � DRY WELL. AREA x RAINFALL x RUNOFF FACTOR ®_ �t\NG gip,\1. ' 1860 SF x (2/12 FT.) x 1.0 = 310 CU FT / W 8 DIA X 60 .�po \ / RYWELL C r' b I ,� / O USE: (2) 8 DIAMETER x 6 HIGH POOL 5,�, �`� ' `' (2) 8' X 6' STORM DRAIN RING = 507 CU. FT. ® Y p---=p , �� ------ Op 0G / NEW STORAGE BUILDING ROOF AREA DRY WELL: AREA x RAINFALL x RUNOFF FACTORuj m EX15TIN6 SEFTIG SYSTEM Y'\\p \,\. -- (\�6 ��G• ) FT.2112 x SF 4702 x 1.0 = 783 CU FT g ( (I) 2,500 GAL SEPTIG TANK (ST) (EXISTIN j � �/� %'��lj% � b� �'" p, �\�\�g _ � �r1G•p� 6 �`C` USE (2) 10' DIAMETER X 7' HIGH POOL � (2) 10 FT. DIA. X 12 FT. HT. LEACHING OY'\�+Ft,(Y �.� ` (2) 10'-0 X 7 -0 STORM DRAIN RING = 958 CU FT Q POOL (LP) (EXISTING) III II (U 10 FT DIA x 12 FT HT EXPANSION POOL \y�\N �� , \ `� NEW ASPHALT PAVING AT STORAGE BLDG (EXP) ' �� � // 0 Z\ �pNG'p ; � � DRY WELL: AREA x RAINFALL x RUNOFF FACTOR loo EXP , •( P, �1'j- ,-/, �+ ' O \ ` 3390 SF x (2/12 FT.) x 1.0 = 565 CU FT l 111%ll;i \G USE 2 8' DIAMETER X 7' HIGH POOL 44 PROPOSED SILT FENCE �.''"::' r% % ij l' \N 6 \ \N \ (2) 8'-0" X 7'-0" STORM DRAIN RING = 591 CU FT / DURING GONSTRUGTION _--- 'ST ""` i%% �� l SEE DETAIL 5HT #5P-5 , ` , .. ,., �Jl '( 1 `.LP ,�:•..::.•'•�' �'�'�' i +�X\5 ,��\5�' �y; �` NEW RAMP AT LOADING DOCK NG ' ` DRY WELL. AREA x RAINFALL x RUNOFF FACTOR p CA. ( 646 SF x (2/12 FT.) x 1.0 108 CU FT \ '�ri �O, ':,'• / �� (fir 6'� ` Fd �` USE (1) 6' DIAMETER X 5' HIGH POOL o5 Z' � (1)6 '-0" X 5'-0" STORM DRAIN RING = 111 CU FT00 ` ,--I NEW 8' DIA X 6' D ' "'' , x\g1 . '��N �� NEW ASPHALT PAVING AT NEW PARKING AREA Q DRY WELL: A ALL x RUNOFF N DRYWELL AREA x RAINFALL FF FACTOR 11 ~ p , N `k.; �,`; r"`:;;,;' `� 2068 SF x (2/12 FT.) x 1.0 343 CU FT s ? NEW GONG. SIDEWALK •�, NG• p0'� , �� USE: 2 8' DIAMETE = U.I. � SEE DETAIL N5 _ ;: `- ( ) R x 6 HIGH POOLM W► `' gpN < "` ° aw_. ` (2) 8' X 6' STORM DRAIN RING 507 CU. FT. ui °x s. �\ ul BY MARK McDONALD / ,�� \�� \ ; ,��C\5� TEST HOLE GEOSCIENCE •� \ 0 NO SCALE rn rn� -5 ,� p \G GONG• \2 2 NEW YORK�11971 N� A GANG GV �Q 'l TEST HOLE DATA OF NeIV / \ NG 4.0 FT. LOAM OL S��G,� t.STF�� \ �� � .�('P N {v \ ,�• �SpN �� TO MEDIUM SAND LSW Gam(\O 17 FT COMMENTS: NO WATER ENCOUNTERED G'i �1 52 G� � . , PROJEC 'NO• S E P 0 9 2021 2004 DRAWN BY. NS \ , \� , \�` X NG• GV� 5 _ Planning Boar:l \ � /, , —— ` � ��� L\. ��• GO i �M� CHECKED BY: NS \ 'C 1.\&N DATE: \ \ '�X \\� — u APRIL 8, 2021 \G SCALE: AWN ? SHEET TITLE. \ / 4-0) M PxN /� UTILITIES \ I SITE 0000 00 PLAN SHEET NO.: I L I I < \ ` " L " N SCALE: 1 " = 20'_0„ ' - TOWN OF SOUTHOLD SITE PLAN APPROVAL SUFFOLK COUNTY DEPT. OF HEALTH APPROVAL GENERAL STORMWATER POLLUTION PREVENTION NOTES TOP OF EXISTING GRADE PERMANENT STORM WATER RUNOFF CONTROL MEASURES FINISHED GRADE CAST IRON FRAME AND COVER TO 4�: GRADE (AS REQUIRED) ASPHALT PAVING SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE 2 R BASE COURSE TRAFFIC. BEARING SLAB Development activities for this project will consist of: `% / ; \ 1. Installation of temporary erosion control measures (silt fence barriers) N 2. Demolition and removal of all exist asphalt at new building area \� 3. Excavation for a new building foundations - 4. Removal all excavated material from site 5. Construction of a new foundationsuNDIS BE6 MADE-OR ® ® ® ® fE9 � ,. �/\/ \ DRAINAGE RING- FOR6. Construction of the new Storage Building & Link Addition \ ` GOMi�AGT�D FELL' % �i \"\ Q N In ® ® EE ® ® ® ®j . ,,, ,, ; / , Z O SIZES SEE 51TE PLANS 7. Installation of on site drainage structures (permanent storm water runoff control measures) < 5' min ® ® ® ® ® ® ® ® }8. Installation of underground piping from gutters and downspouts to the drainage structures Z �- > BAGKFILL MATERIAL 9. Filling and grading of soil above drainage structures 4 CONCRETE CURB DETAIL p ® ® ® ® ® ® ® ® TO BE GLEAN SANDNO SCALE AND GRAVEL 10. Construction of new walkways ® ® ® ® ® ® ® ® F 11. Construction of new parking areas including grading and surfacing -- 12. Installation of new landscaping plants, lawns z 13. Removal of the temporary erosion control measures GROUND WATER 2" ASPHALT WEARING COURSE PERMANENT STORM WATER 0 SITE DATA RUNOFF CONTROL MEASURE Site Area: 155,204 SF or 3.563 acres 2 I/2" ASPHALT BINDER COURSEUJ b" AGGREGATE BASE COURSE STORM D RAI NAG E RING TYP I CAL Soil Classification: See test hole FINISHED GRADE COMPACTED TO 45% NO SCALE Receiving Waters: Long Island Sound EXIST. PAVING ORNOTE: DRAINAGE PIPING FOR ROOF Contractor: N/A LAWN AREA III RUNOFF DOWNSPOUTS USE 05 b" PVC (SCHEDULE 40) PIPING POLLUTION CONTROL MEASURES w�� �;��%%:�R %��%/�/,� In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment �� \ ,, ��, \� control measures including, but not limited to, the following shall be employed during construction: \�Go � , !LL�\o;\�5 /�;/\j� WT O TACK COAT SHALL BE INCLUDED BETWEEN EVERY ASPHALT r=J A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall LIFT AND A THE JOINTS BETWEEN NEW AND EXISTING ASPHALT F remain undisturbed. PAVEMENT EDGES. WIRE FENCE W/ FILTER CLOTH FILTER CLOTH MIN. b B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are ASPHALT PAVING DETAIL " SURFACE ® V exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded /5 BELoW GRADE FDRAINAC7E and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in NO SCALEOk4 UJ F- accordance with the soil conversation service recommendations. C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construciton on an area is suspended, the area shall be seeded immediately. a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. 4" 7W. GONG. SLAB TEMPORARY STORM WATER RUNOFF CONTROL MEASURE b. soil Amendments RE���ED w/bx6, EROSION & SEDIMENT CONTROL DETAIL 1. Lime to ph 6.0 2 6RA`DE NO SCALE 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 Ibs/100 sq. ft.) ., .. ---- - A'-- ---- F-- .1 . c. Seed Mixtures 1. Temporary seedlings a. #4 REBAR AT •a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) 12" O/G. 4 #4 REBAR v— b. Certified '"Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye If seeding in � CONTINUOUS e «- �.. i a �° �L� October/November. J BUILT UP BERM 2. Permanent seedlings - See Landscaping plans SEP 0 9 ZVI co Q• D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from 6)_S?.�CR.ETE SIDEWALK & PAD DETAIL coutho!d « _� —I �• o cleared slopes. �_�___._______—__—_ Pig^'1:nq c!"Ci FN- O 0 v 10' MIN. NOTE' "' J W Z �4 E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. ~ a =" I. A CONCRETE WASH PIT W Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until SHALL BE INSTALLED ,: a N �� construction is complete. , ON THE PROPERTY FOR EXCE55 CONCRETE AND ~ F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The TO GLEAN CONCRETE Q ~' construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be EQUIPMENT AND TOOLS. N y. removed or cleaned on a daily basis. 2. THE PIT SHOULD BE G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be SURROUNDED WITH A 24" HIGH SOIL BERM. protected from sediment buildup through the use of appropriate inlet protection. f H. Appropriate means shall be used to control dust during construction. b S. THE PIT TO BE LINED — WITH HAY BALES I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be 4 :� . PROVIDE A 24 X 24 �SOF NSW WOOD 51GN LABELED HAY BALE "CONCRETE WASHOUT G`I FF 'p•� cleaned and flushed as necessary. SAP J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections PIT". must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance 5. THE PIT 5HOULD BE �' 9 7� 0 EMPTIED WHEN '15% � measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of 9 CAPACITY 15 REACHED sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. MAND AFTER THE �s or 51�. K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and E G.E55 CONCRETE toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as ' shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically PROJE No: PLAN 2004 clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. DRAWN BY: NS The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to 10' MIN. HAY BALE CHECKED BY: the Engineer/Architect for revision of the SWPPP where appropriate. NS DATE: BUILT UP BERM AUGUST 11, 2021 DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE = z SCALE: N 2: 2:I 1 EX. GRADE 1" = 20'-0" Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete I ------------------ ------- ---------------- EX. structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and SHEET TITLE: siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor SECTION SITE Waste materials shall include demolition materials from the existing building structure, unused building materials and products, 3 CONCRETE WASH-OUT AREA DETAIL DETAILS trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily NO SCALE stored and dumpster shall be emptied weekly by a private carting company. SHEET NO.: II II II II II II II II I I EXISTING EX 15T I NGoo X I ST I NG LOADING AREA 50TTL I NG AREA I I I I � �. oA10 STORAGE II II II II II NEW WINDOW I I I I I I I I SEE EXT. ELEV. I I I I I I I I I I EXISTING LOADING II II II II II DOCK Y II II II II O NEW EXIT DOOR �- LLJ EMPLOYEE BOTTLING LINE 'LINE Z LUNCH ROOM L TORA6E ROOM O F— Q TOILET/ TOIL/ O — ROOM EXISTING z � 0 '0 z OUTDOOR FERMENTATION AREA z o 0 HALL NEW L�►' R O GONI=EREINGE RM z Q z ., Z OFF GE W LINE OP ROOF ABOVEuj I- I I .irJ L I_y Q HANG I NG L I GHT 1=I XTURE ENTRY&OBBY 717 NEIN I I 18" HIGH WALKWAY Y I ' LIGHTING �"+O STATION 11! L------ ----- '. 74677777,777 MEH.0 O E I I I I I I I I m z.XIST FFGROO TOILET II II I I Na' o _9 I I I I III LU - � ° I I I �X15TING a uj z < EXIST. RELOCATE EXIST. GO'I,t F-REID CRU15H I NG I ,AREA LA DOOR I I I I I II II III c W. aNUn I N C � 2 M I I I I I I I a �--• II II II . II cnN• TRUCK III _ II II I I SCALE FFIC T I I I Irk _SEM,P, `Q 9 2021OIE 5T"*AF EX15TING MtTHANIC - - - F= Soi tri�ld _;ovvr, EXIST. ENTRY RS I OM I --------_---------- --- - `� TO BE REMOVE �� M�NTATION ROO � �J I I I ;'I�irr,�inn t:;oard REMOVE EXIST. I I I ( I I I GONG. WALKWAY W WIND OW o I II II II II I f Tf � I I I I I of N�❑ o EXIST.❑ 1=OM-iM RECEPTION F�C T. STM I I I I I I I I I I �7z OI tfi I I III II II II II II II II 0' �, I II II II II II PROJE EXIST. I II II II II II NO: 2004 p TASTING ROOM I I I I III DRAWN BY: NS z I II II II II II CHECKED BY: NS II II II II II � IIIDATE: w I I I I I I I I I ID APRIL 8 2021 -- SCALEI/811 = 1 1 - Olr Z,z pn222=77777777 reel, W, 7777777777777777� SHEET TITLE: FIRST FLOOR PLAN PARTIA L FIRST LOOPLAN- SCALE: 1/8" = V -0" SHEET NO: SUFFOLK COUNTY HEALTH DEPARTMENT TOWN OF SOUTHOLD SITE PLAN APPROVAL METAL RAKE 12 LIFT O O RHEAD L16HT i N I /AT EXIT DOOR STORAGE DN I O XIT 00 - o W C� z LOADING z DOCK 0 EAST ELEVATIONS D' SCALER/8"=1'-0" W W Li FLOOD I S I v O p L HT o Q LL OVERHEAD LIC 3 I- METAL RAKE AT EXIT DOOR O LOADING AREA I RAMP DowN o � w Tl 0 E . NINA ir id Z T PqEL IDIN _7 Q _ OVERHEAD L16 T Y J cV AT EXIT DOOR 26'-O" �Y`` °` `� U FIRST FLOOR PLAN SEP ° 202' ~ SCALE:1/8"=1'-0" -soul ?ol;l To^r N1�31 'IifK E3Qa'YJ ,—i WEST ELEVATION. SCALE:1/8"=1'-0" BASEMENT STORACG LIFT =___ ; a• a X ° o '> W J• � 3 x L! ~ a zLL 1.1..1 W• � N C ME AL A A p N C W. N 2 M < cn cn METAL ANE SIro NG N EXIT � ��L I I� Do IL Ex R voc orp 7 vk � co 1..S T,Fcr`®��r SOUTH ELEVATION g�-------- SCALE:1/8"=l'-0" PROJECTA10: 2004 DRAWN BY: Ns —LJ CHECKED BY: A IN A O — NS BASEMENT FLOOR PLAN DATE: APRIL 8, 2021 SCALE:1/8"=1'-0" METAI. FA IA SCALEI/8" = 1' - 0" AL M CKITTER. SHEET TITLE: METALPANEL 5 VIN& STORAGE SENEIRAL NOTES BUILDING FLOOR CONSTRUCTION TYPE: STEEL FRAME (NON-COMBUSTIBLE) PLANS HEATING 4 COOLING: &A5 FORCED AIR HEATING 4 COOLING SYSTEM & NO ROOF TOP UNIT5 ELEVATIONS NORTH ELEVATION SIDING/`TRIM: SIDING: "BUTLER MANUFACTURING" - THERMAL WALL - METAL SHEET NO: "FINELINE" PANELS - COLOR TO MATCH EXISTING BUILDINGS SCALE:1/8"=1'-0" TRIM: "BUTLER MANUFACTURING" - METAL TRIM - COLOR TO MATCH EXISTING BUILDINC75 ROOFING: MATCH EX 151 NCG - STANDING SEAM METAL ROOF - COLOR TO MATCH EXISTING - EMERALD GREEN SUFFOLK COUNTY HEALTH DEPARTMENT TOWN OF SOUTHOLD SITE PLAN APPROVA REVISIONS: AUGUST 11, 2021 ADDITIONAL NOTES d BUILDING SECTION EXISTING STRUCTURE NEW LINK ADDITION EXISTING STRUCTURE EXISTING EXISTING 14m � CUPOLA CUPOLA O EXIST. 51 GN � W EXISTING z WINDOWS z +--EXIST. SIDING A O NEW SHED ROOF STRUCTURE TO MATCH T PITCH OF ADJACENT SHED ROOFS WITH_\ EXISTING H. METAL ROOF TO MATCH EXISTING W COVERED ENTRY WINDOWS � � � ❑ �® ® ❑ EXISTING SHED ROOF Q EXISTING SHED ROOF STUCTURE W/ EXIST. METAL ROOFING STUCTURE W/ EXIST. METAL ROOFING 08 O oo � Boa ,�� �, EXISTING EXISTING O WINDOWS WINDOWS WIN DON55D >AfxR,tl WIT DOWSD Ll F111 [11 DOD 001 11 11 1 ® 62 ® ®u I I00 = 0 � � Q NEW SIDING TO MATCH EXIST. NEW ENTRY DOORS, EXIST.COOK TO BE Q NEW FIXED WINDOWS W/ SIDELITES 4 TRANSOM RREMOVM AND U NU IWITt 0� Z PANEL BELOW mmi WINDOWS MATCH EX1snN5 W U SOUTH EXISTING SCALE: 1/8" = V -0" EXISTING A40 ~ CUPOLA FF— CUPOLA Q A EXISTING — Ml y IXS/ HARDI PANEL TRIM EDGE ALIGNED <---EXIST. 51DING—� WINDOWS WWEXIST. FASCIAS Ll otS Z EXISTING MTL ROOFING N Q' � a EXIST. STL J �• o � � FRAME W J. x EXIST. OUTD R COVERED , w, WLL CRU5141 slS PAD — N W N L S D Q N gW• x M U � i CA cn ® TH ELEVATION SCALE: 1/8" = V -0" oF 5�� NEW SHED ROOF STRUCTURE TO MATCH GNRAL NOTESPITCH OF ADJACENT SHED ROOFS WITH METAL ROOF TO MATCH EXISTING € CONSTRUCTION TYPE: STEEL FRAME (NON-COMBUSTIBLE) HEATING 4 COOLING: GAS FORGED AIR HEATING 4 COOLING SYSTEM /PROJECTS o: 2004 NO ROOF TOP UNITS SIDING/TRIM: SOUTH ELEVATION: PAGING NORTH OFFICE AREAS + FACING SOUTH DRAWN BY: s N S SIDING: MATCH EXISTING - "HARDIPANEL" - SIERRA Q FIBER CEMENT, VERTICAL SIDING PANELS WITH = CHECKED BY: NS 51 MULATED WOOD TEXTURE WITH BATTENS. PAINTED BENJAMIN MOORE — HC-112 REVERE PEWTER DATE: TRIM: MATCH EXISTING — "HARDITRIM" FIBER CEMENT APRIL 8 2021 SMOOTH TRIM AT ALL WINDOWS, DOORS, CORNER BOARDS q SECTION AT LINK SCALE: 1/8„ = 1, - 0" FASCIAS, ETC. PAINTED - BENJAMIN MOORE -CHINA WHITE' SCALE: 1/8" = V -0" SHEET TITLE: NORTH ELEVATION: SIDING: "BUTLER MANUFACTURING" — THERMAL WALL — METAL NORTH "FINELINE" PANELS — COLOR TO MATCH EXISTING BUILDINC75 TRIM: "BUTLER MANUFACTURING" — METAL TRIM — COLOR TO SOUTH MATCH EXISTING BUILDINGS --------------- P,, %'.-.. !\/ ELEVATION ROOFING: MATCH EX I51 NG - STANDING SEAM METAL ROOF - COLOR To _ .- - MATCH EXISTING — EMERALD GREEN AUG 12 2021 SHEET NO: Tov�in WINDOWS/DOORS "ANDERSEN" CASEMENT AND FIXED WINDOWS — WHITE Plan'roidning Board ENTRY DOOR WITH TRANSOMS — DARK GREEN SUFFOLK COUNTY HEALTH DEPARTMENT TOWN OF SOUTHOLD SITE PLAN APPROVAL 5"ATE DATA EX I ST I NCB \/EOETATED BUFFER SCTM # 1000-121-06-01 AS FER RO1'AL_TON SURD I\I S I ON `� PROPERTY: 35 COX NECK ROAD `4 ADRESS MATTITUCK, NY 11952 jb / OWNER: PREMIUM WINE GROUP, LLC 02 15 10" w / 0• ZONING: LB ExSITE AREA: 155,204 SF = 3.563 ACRES • ALLOWABLE LOT COVERAGE 46 � � 20% OR 31,040 SF )/ a)7)aD 25 FT ACCESSORY YARD 5ETBA0K` / / , ALLOWABLE ACCESSORY BUILDING AREA 1EX, Gn O ALLOWABLE: 3% OF 155,204 SF ALLOWABLE BUILDING AREA:4656 SF . \ \_/EX15TlNC7 LAWN / / '�� �` \ O MAXIMUM HEIGHT 22' Lu �SP�� �� O �D ACCESSORY STORAGE BUILDING Z � \5•�' a\N � G G AREA: 4402 SF O LINK BUILDING AREA: 1860 SF k'x�•`'�r,� �'F' � � �l TOTAL PROPOSED BUILDING AREA: 6262 SF -.'S '� � r;,n':� Nam\ � i 9• / P ",, - , ' �D - TOTAL LOT COVERAGE: ►y�j y,, EXISTING: 20,585 SF \ x `' ' :" O PROPOSED: 6,262 SF 1ST. •'t'•J `N����x �, • E I � ,�' :, ::'' • • � f^ : ?;> n,r � '; , ;ti\s: ' TOTAL: 26,847 SF OR 17.29% ��` �°yc� `•JL• b Y `111",lT'l K .X� t�(r 1.'.. �\ \\ LANDSCAPED AREA: 55.6% -' REQUIRED: 35% O O W >, n<' p\ �,�i SURVEYOR: YOUNG & YOUNG ',� n N'� v \ `� 9 400 OSTRANDER AVE i RIVERHEAD NY 11901 O EXISTING LAWN .�. : . y .x,.;.v. .xA<,. V., 't• O ` 631 727-2303 : . K .: �..'.: LICENSE # 45893 08 DATED: JULY 28 2020 Xx rt \ Cl) ` x rREE 45 / '� 0*1 :. � - - - - - - - - - -- -- - - -- -- - - --- - ---- -- -- -- -- �� � rye � �� G°N�,• \\.\� 05 / ''*.' ;, :..� �'; �����.xy�:;� ,, °"; ,., � � ?02 ® (� G EXIST. f y` x N� L F / o� co toot-F�4 Ul SIGN flE In z � � °= /� � rX ; ..t �. �• , : i `:(�.j.. d �� Sound -l \�,�• N� , �1�.T . ILV. •' ��, : ,pp'' :' 2 G Fz Ave CQC EXIST I— ''.'. -%• •'' -_i� � DEOI�DUUOU5 �. `fit\ J` G'� ' ;" rY'`,!.Y' f✓� /..V � �� IIV.E V ;> `O ljV ,'.•`.i.,j•�t•'.... ` V"~r• r.. SITE til -- -- -- - - - ---- - - I-13.— — - - - - PARKING CALCULATIONS �• ,�f; .;.`' C,��N�' \�.�•�j � ;�� `� EXIST. STORAGE BUILDING: 9906sf/1000 9.9 spaces % cA, j / �` ✓EXIST. OFFICE SPACE: 320 sf/100 3.2 spaces EXIST. PRODUCTION: 6,992 sf/500 13.98 spaces °� Z' CD " N'� \ N' A�` `�'� EXIST. TASTING ROOM: 738 sf/150 4.92 spaces Q. M GO F " \G�'\' ,�•V��(�N y ��` ;'�� TOTAL EXISTING PARKING REQ'D: 32 spaces PROPOSED STORAGE BUILDING: 4402 sf/1000 4.40 spaces N 2 ° �5 5 �j0 `� PROPOSED OFFICE AREA: 1860 sf/100 18.60 spaces W -J' W z W a 1 P� � \ ` PROPOSED TOTAL REQUIRED: 23 spaces w.44 W \5�• �. �p9 N \ �\ TOTAL PARKING REQUIRED: 57 spaces Lu. a N \.\G• ire 0000 F_ FZ \ �y� EXISTING PARKING: 24 spaces Q F- G \O° \ \��• gPN ` NEVING: 12 spaces TOTALPARKIPARKING PROVIDED 36 SPACES 0) � i� Q� �S \ y,�• ` LAND BANKED PARKING (REMAINING) 8 spaces e e • / \ � is ;�• `', '�'�'.;',;;' \ i \ �,,� �� ��� a \ /,.. : t: ti ,�• PROJE�1' NO: 2004 r<. "••:Q' C ��r• •. „�� ;: � � � DRAWN BYNS 1 NS EXISTING TREES / t 'aF• >'• " 'f,' CHECKED BY: DATE: ;,.:•:, ,�. APRIL 8, 2021 �•: :r. ; *. .�: .�, / SCALE- ., \ � \5 ' •:;�• •'t �°`�• Lac\ / FN 1 - 20 -o sy'O • '�\N R SHEET TITLE: \ AWN / \ EXISTING LAWN �y'ty GONG. GV� SITE PLAN �� RECEIVED p �SI6N • / AUG 12 2021 Southold To ven \ D j SHEET NO.: • \ • �vs- PL Affl% H Planning Board SCALE: 1 " = 20'-0" 0 L - 12?•60' / TOWN OF SOUTHOLD SITE PLAN APPROVAL SUFFOLK COUNTY DEPT. OF HEALTH APPROVAL REVISIONS AUGUST 11, 2021 SANITARY CALCULATIONS AS PER NAL AIN FO ER TOWN ENG ALLOWABLE DENSITY REQUEST AA TOTAL ACERAGE: 3.563 ACRES 4b �� 7 HYDROGEOLOGICAL ZONE: ZONE IV WATER SUPPLY: PUBLIC WATER 11 02 13" 10" / l 400.00"� ALLOWABLE: 3.563 Acres x 600 GPD. = 2,137.8 GPD / TOTAL SITE SEWAGE DESIGN FLOW: 1,065 GPD SANITARY DESIGN a.� �� � SEWAGE DESIGN FLOW: EX I ST I NS NASTE - __ � i �' ��. ..� .--. �`- � '� � ; �\���yy �t C\5��\G ` EXISTING WINERY „I ` \O� (r'�G +�\�'� 1. / �` �' 1. TASTING ROOM (5 GPD/OCCUPANT) m NATEZ SYSTEM ,`-' 8 �.\� .� / o I P 1C\5 'C - 5 GPD X 20 OCCUPANTS = 100 GPD �g \A �� 2. INDUSTRIAL (0.04 GPD/SF) Sh p6\O CON, ( `y NO �: -O`, p���\�� �� 0.04 GPD X 17,720 SF = 708.8 GPD C EXISTING SEWAGE FLOW 808.8 GPD ldo r Z \ `, ,' � / `� ,' . ,N'F' `� PROPOSED ADDITIONS TO EXISTING WINERY W y 6 .3 1. INDUSTRIAL 0.04 GPD/SF O Z cp ,�,�y\N G� p 6,0NS 5'P 0.04 GPD X 6,262 SF ) 250.48 GPD ADDITIONAL SEWAGE FLOW 250.48 GPD F p� TOTAL SITE SEWAGE FLOW 1,059.28 GPD I , ' `�/ GONG 'F• ' Gj.�O' ` N l� `� `� NOTE: OFFICE AREA IS LESS THAN 15% OF THE TOTAL AREA > Lp �G��C�N \. •c9� �� . \0� \�` SANITARY SYSTEM REQUIREMENTS O �y1-\' SEWAGE FLOW - 1,059 GPD 00000007 %,U- EXISTING SANITARY SYSTEM - ui / / / •- � y `��` 1.SEPTIC TANK ( ST ): 1,059 GPD x 2 DAYS FLOW - 2,118 GAL USE MINIMUM: 2,500 GAL SEPTIC TANK (EXISTING) w 2.LEACHING POOLS ( LP ): 1,059 / 1.5 S.F./GPD = 706 S.F. O ` ��' USE MINIMUM ( 2 - 10 FT. DIA. X 12 FT. HT.) = 754 S.F. (EXISTING) 08 PLUS 50% EXPANSION (EXP): 1 - 10 FT DIA x 12 FT HT NA DRAINAGE CALCULATION / \y( pN NEW WINERY ADDITION ROOF AREA 45� O` D N5Log SP,3 5\\'K G'�\GN 5� il ll�l DRY WELL: AREA x RAINFALL x RUNOFF FACTOR ®_ +p�pP 6 GG 7<�`� � 05�9 �gSp,3 '�• G �� / /� % ''/%/ 1860 SF x (2/12 FT, x 1.0 = 310 CU FT / R\N IF �P GO B '��\�'�1 G0 l i 11 �!i l I �► ) / W 8 DIA X 6 D 9�� �� N V+�\NC, jpK\%, \'� `� / / /; � •O USE: 2 8' DIAMETER x 6' HIGH POOL roll RYAELL 1 ,/ � ni , �; �i 5� / l j'i j ///'i ' (2) 8' X 6' STORM DRAIN RING = 507 CU. FT. OF G-(\)' , �` �1� �� �� ail �� ------- / y\fpF / �� � 9 �� _ ll' l' ��` NEW STORAGE BUILDING ROOF AREA ® U /� / , 9\� / G• \ DRY WELL: AREA x RAINFALL x RUNOFF FACTOR I,._ EXISTING SEPTIC SYSTEM �o i ya\� -- 6 G0N Q � yl. \`_ � X\��\p 6 �� 4702 SF x (2112 FT.) x 1.0 = 783 CU FT P (1) 2,500 6AL. SEPTIC, TANK (ST) (EXISTIN � � 02 , �\�y g - � 0ONG• � g `�`C` USE (2) 10' DIAMETER X 7' HIGH POOL �-- 2 10 FT. DIA ,� - O . X 12 FT. HT. LEAGHIN6 c9 NsY'�,,�-(Y'� �,� (2) 10 -0 X 7 -0 STORM DRAIN RING = 958 CU FT Q z i POOL (LP) (EX I STI NC,) . (1) 10 FT DIA x 12 FT HT EXPANSION POOL -_, � \g�\N6 �� _. �� (EXP) - `, Z� '��NG pP. .� ,�� NEW ASPHALT PAVING AT STORAGE BLDG $ 0 N GO , , \rU- DRY WELL: AREA x RAINFALL x RUNOFF FACTOR EXP ; `•�P�% � O --' \r1>b` ��\ 3390 SF x (2/12 FT.) x 1.0 = 565 CU FT 44 USE (2) 8 DIAMETER X 7 HIGH POOL PROPOSED SILT FENCE _ y �:'`:; Y� \0N ' , �.\N (2) 8'-0" X 7'4" STORM DRAIN RING = 591 CU FT DURIN6 CONSTRUCTION • ,., •.•. - / 5EE DETAIL 5HT #5P-3 "'Lp , � ::';.; � ,�� X\g \g'C. \ ` �� `� NEW RAMP AT LOADING DOCK DRY WELL: AREA x RAINFALL x RUNOFF FACTOR GONGFDx �p�j �`� 646 SF x (2/12 FT.) x 1.0 = 108 CU FT 06 Z 0� \ (�'� \ dG `� USE (1) 6' DIAMETER X 5' HIGH POOL :.. (1)6 -0" X 5'-0" STORM DRAIN RING = 111 CU FT co Q NEW 8' DIA X 60 �' ""'' �X\gP �� � NEW ASPHALT PAVING AT NEW PARKING AREA J OW� DRYWELL �g a I ' . � DRY WELL. AREA x RAINFALL x RUNOFF FACTOR LLI J• w 0 3„ Vas•'•' ` t Z W 4 2058 SF x 2/12 FT. x 1.0 = 343 CU FT = a o r`v l N ( ) . V " w P w G DE K NEW GON . SI W,4L 0 �G• I 4F4 M M •try G0N N5'F - °�'"= - 5 „ _� USE: (2) 8 DIAMETER x 6 HIGH POOL a N o SEE DETAIL ��� = -.:; ` , b S?N�`\' s < °`'' (2) 8 X 6 STORM DRAIN RING = 507 CU. FT. W Cl) (1) ul N y\GNP BY MARK McDONALD \�� TEST HOLE GEOSCIENCE (� ,� \G�y SOUTHOLD, 'P I c \ NO SCALE (ODm Xi � 6 G \�.�• GONG. 2� \�� TEST HOLE DATA NEW YORK 11971 rn G 7� Gj o / \ NG '� nNi; 70 NSW GON G \ � MEND 4.0 FT. LOAM OL N SAND AND GRAVEL O ` ' / �\. ,� p' ,�p , \ ,�• p.5p TO MEDIUM SAND SW r \-�GN 17 FT. 0� j/ D �C\ p rn c i\ �� G� COMMENTS: NO WATER ENCOUNTERED A� \ ��� \ GOPROJECT PJ am NE NG � U 2004 \ I p2 DRAWN BY: NS I I CHECKED BY: NS DATE: APRIL 8, 2021 SCALE: SHEET TITLE: \ �AViN 0UTILITIES SITE \ Cl - 6 �10 R�. � � �,T PLAN ® / AUG 12 2021 \ i / L _-- ------ / SHEET NO.:C Southold Planning Board U I L I I P LA N rMIZA ellh L = 12?.601 SCALE: 1 " = 20'-0" TOWN OF SOUTHOLD SITE PLAN APPROVAL SUFFOLK COUNTY DEPT. OF HEALTH APPROVAL GENERAL STORMWATER POLLUTION PREVENTION NOTES TOP OF EXISTING 6RADE PERMANENT STORM WATER RUNOFF CONTROL MEASURES FINISHED GRADE CAST IRON FRAME AND COVER TO 4" GRADE (AS REQUIRED) SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE of R ASPHALT PAVING BASE COURSE TRAFFIC BEARING SLAB Development activities for this project will consist of: \< 1. Installation of temporary erosion control measures (silt fence barriers) 2. Demolition and removal of all exist asphalt at new building area 3. Excavation for a new building foundations \ �\ \ 4. Removal all excavated material from site \, " / / \/\ 0 5. Construction of a new foundations '/UN1715TRUBED SUB6RAbE �R '/ ' ' k[H �E ® ® ® ® ® ® ' / "/ ' DRAINAGE RING- FOR 6. Construction of the new Storage Building & Link Addition \ \� `,\\;000MPACTED FfLLi\`i\�\;\\ Q Z ® ® ® ® ® ®t SIZES SEE SITE PLANS 7. Installation of on site drainage structures (permanent storm water runoff control measures) / 4EKIO 3 min } UJ 8. Installation of underground piping from gutters and downspouts to the drainage structures Z �- ® ® ® ® ® ® BAGKFILL MATERIAL ® Z 9. Filling and grading of soil above drainage structures CONCRETE CURB DETAIL 0 p ® ® ® ® ® ® TO BE GLEAN SAND 10. Construction of new walkwa s ALE ® ® ® ® ® ® AND 6RAVEL Y ® ® ® ® ® 11. Construction of new parking areas including grading and surfacing — 12. Installation of new landscaping plants, lawns z 13. Removal of the temporary erosion control measures GROUND WATER 0 SITE DATA ASPHALT WEARIN6 COURSE PERMANENT STORM WATER \ RUNOFF CONTROL MEASURE Site Area: 155,204 SF or 3.563 acres 2 1/2" ASPHALT BINDER COURSE—\ UJ 6" AGGREGATE BASE COURSE STORM �RAINAGE RING TYPICAL Soil Classification: See test hole FINISHED 6RADE COMPACTED TO 45% NO SCALE NOTE Receiving Waters: Long Island Sound i %:",�% iai" % %:;</%: /���;; �;%%ri rr ,; EXIST. PAVING OR DRAINAGE PIPING FOR ROOF08 Contractor: N/A LAWN AREA 7 7 ( RUNOFF DOWNSPOUTS USE 6" PVC (SCHEDULE 40) PIPING POLLUTION CONTROL MEASURES � > In accordance with the provisions of the Town of Southold chapter 236 storm water management and erosion and sediment Z 9, g p ' g g \ ACTW\FILL,/o\0I-5t \\%\ control measures including, but not limited to, the following shall be employed during construction: ;\, \ \�/�:,� \\� i %� /. �� 0 TACK COAT SHALL BE INCLUDED BETWEEN EVERY ASPHALT =� A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall LIFT AND A THE JOINTS BETWEEN NEW AND EXISTING ASPHALT F PAVEMENT EDGES. WIRE FENCE W/ remain undisturbed. FILTER CLOTH ® Y B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are ASPHALT PAVING DETAIL ® V FILTER CLOTH MIN. 6 SURFACE exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded DRAINAGE 5 BELOW GRADE FLOW � I� and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in NO SCALE UU accordance with the soil conversation service recommendations. _ F— C. Bare! soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construciton on an area is suspended, the area shall be seeded immediately. a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. 4" THK. GONG. SLAB TEMPORARY STORM WATER RUNOFF CONTROL MEASURE b. soil Amendments FZE/1#N6Fo»R.OED w/bxb,1. Lime to ph 6.0 GRADE ER ION &OSSEDIMENT CONTROL DETAIL 2 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 Ibs/100 sq. ft.) NO SCALE c. Seed Mixtures V' ::!1. Temporary seedlings #4 REBAR AT a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) 12" o/G. b. Certified "Aroostook" winter a cereal a 100 lbs. er acre 2.5 Ibs er 1000 s ft. use winter a if seedin in N 4 TI REBAR rY ( rY ) @ p ( P � q• ) I"Y 9 � CONTINUOUS Z October/November. BUILT UP BERM 2. Permanent seedlings - See Landscaping plans N Q D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from 6 CONCRETE SIDEWALK & PAD DETAIL o cleared slopes. NO SCALE 10' MIN. NOTE: W -'• U i W a E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. W = 2 at- 1. A CONCRETE WA5H PIT Sediiment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until SHALL BE INSTALLED a N construction is complete. ON THE PROPERTY FOR g w• N ° F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The EXCESS CONCRETE AND Q F-, TO GLEAN CONCRETE construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be EQUIPMENT AND TOOLS. y C0. removed or cleaned on a daily basis. 2. THE PIT SHOULD BE G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be SURROUNDED WITH A Z 24" HIGH SOIL BERM. protected from sediment buildup through the use of appropriate inlet protection. S. THE PIT TO BE LINED H. Appropriate means shall be used to control dust during construction. WITH HAY BALES I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be 4. PROVIDE A 241I X 24" ��oF NEyV cleaned and flushed as necessary. WOOD 516N LABELED �.��- ti s ''® J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections HAY BALE "CONCRETE WASHouT � p p p muss: be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance 5. THE PIT SHOULD BEgg NO measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of EMPTIED WHEN 755K CAPACITY 15 REACHED r.Jx sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. AND AFTER THE K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and EXCESS CONCRETE ED toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as CURES. ---- PROJEC, O: shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically r 2004 clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. PLAN DRAWN Y: NS The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to 10' MIN. HAY BALE CHECKED BY: NS the Engineer/Architect for revision of the SWPPP where appropriate. DATE: BUILT UP BERM AUGUST 11, 2021 DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE z SCALE: N 2: ;1 2:1 2 :1 EX. GRADE 1 if = 20'-0" Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete ___________ septic/drainage structures prefabricated building components windows doors cabinets flooring materials finished roofing and SHEET TITLE: � P 9 p ( g � 9 siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor SECTION SITE Waste materials shall include demolition materials from the existing building structure, unused building materials and products, 3 CONCRETE WASH-OUT AREA DETAIL DETAILS trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily NO SCALE stored and dumpster shall be emptied weekly by a private carting company. ' SHEET NO.: R �.,.,..,. I AUG 12 2021 - ---- - Southold -1 own Planning Board (1)UNAUTHORIZED ALTERATION ON ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(A)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS, 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 631.121.2303 fax. 631.121.0144 adman@youngengineering.com I� POND = A 4�t \ p y Howard W. Young, Land Surveyor \ Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert G. Tost, Architect Robert Stromskl, Architect L \O O P >Lati \ i o �d`�\e\O Go �\\ 0.00 01 : SITE DATA �� gv g TOTAL AREA = 5.562-1 ACRE5 S * VERTICAL DATUM = N.A.V. DATUM (I0188) CIC QP I O„� 0 / �o A1� \; I LEGEND I 1 PO 1 SOW °E \ GGN aJ\pM6N� DI � GIG = CAST IRON COVER WIE a SDI / DI = DRAINAGE INLET DI \'T �c� cs CIC GV = GAS VALVE RO = ROOF OVER i TR5F = TRANSFORMER cic �y is� WMT = WATER METER `1 N \ I,P0- -(0- 1 \,\ $�° No WV = WATER VALVE \TUG �\P\' PSP cic I� sGP\E N \ 0 � 2..., = FIRE HYDRANT p \ L� = UTILITY POLE / I \CIC 4 DI CICQ �oo DI / O^ b w p 0 L16HT POLE T R 0�'pDl o•�o _ ECTRIC EL/ PANEL \\ 3` G�NC O tio�� = MONUMENT FOUND G WP e\ _ WATER SERVICE _ STK = STAKE SET / I BIOGILL \ GONG' GON/ I BIORECTOR \ 1 \ _ O \v O SPIKE FOUND 85 Q �9g WELL 45.1 I !- 209 CIC 45.22 GFL FFL 0 Z �02 O/ 19 9 / A 21-0' FFL Z- 20 9 FFL -yam T o z MN �y�c o \ � / Y o I �� D1 p \ 6 I r ja c,1 �o — � �� � rn 1 � / �.c o WP�i •c1. < I A ,� 00 \ Z;s T I ILLS /\� /GT3 0 1-_0 I r>p S�� 6 3 CIC o N. - ( / 45.06 0 45.26 / tt N 3 I -Tti-� FFL O y q 9� FFL _ 'a\/0 G fl DZ F45 FL24 60 5\p�WP�K ON O I a �i S DI GOr1G DI SAN1TAR I ST2 T\/ SYSTEM Y 1 \ CIC 1 DID SURVEYOR'S CERTIFICATION JZy �I n CIC0 3 l\LP1 \ 1 LP5/ �zOZ 0 O '" WE HEREBY CERTIFY TO 35 COX NECK ROAD, FIRST 0 i .(1 11 �\ \\ �T� r0O c 0CIC AMERICAN TITLE INSURANCE COMPANY, PWG HI �_ r E71 1 �� \ o REAL ESTATE, LLC & FARM CREDIT EAST, ACA THAT o I lLP2 , 1 I r �\ ' THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF � `-� i 1 LP3 j\\ ; PRACTICE FOR LAND 5URVEY5 ADOPTED BY THE NEW YORK STATE V \ I© A550GIATION OF PROFE5510NAL LAND SURVEYORS. f LP6 1 i i VINEYARD �.•�- »`"'- " �1 I I\LP4/ >O �r, I-!Al m / 1 LP7 l LPS 11 \ 1 I IU .J p \LP9 j i 1�4 WV L CC :7 G GV 1LP10��\ I o GV , o SANITARY MEASUREMENTS p r. IL P12; T ( I \P111 i _ HOWARD W. YOUNG, N.Y.S. L.S. NO. 458Q3 \ '\:��� A. ✓'' . GIG A B G I - - -J T DI GTI 4ci' 128' I I --- i SIGN/ SURREYOR GT2 66' 115, into• 67T3 65, III' 5TI "CI I 016t' o wv ST2 113' 68' VEGETATED BUFFER I SIGN f I ; W� �� COX NECKROAD 1 N LPI 12T 63' I I ' LP2 145' 55, 58-7046 I501IW FLAGPOLE 33�.85 at Mattituck, Town of Southold LP3 IS3' 301 ' Suffolk County, New York LP4 173' SI' CONC. CURB AS-BUILT 5UR1/EY a LP5 153, 45' DI LP6 34' 94' County Tax Map District 1000 Section 121 Block 06 Lot I o LP7 50, 87' a LP8 46' 105' ` , ' I FIELD SURVEY COMPLETED JULY 2-7, 2015 LF1 45' a8' C,. OUND A Y ENVE MAP PREPARED DULY 31, 2018 LPIo 6 S 2' II ' Record of Revisions LPII 16' RECORD OF REVISIONS DATE 1 ROAD NAME AUG. O6. 2018 LP12 65, 112, TOPO SEPT. Ob 2018 ADDED CERTIFICATION OGT. I6 2018 A5-5UILT SURVEY JUNE 18. 2020 �(f' A5-BUILT DATA JULY 25, 2020 s._,.. L APR 0- 3 2021� 40 O 20 40 80 120 L - _ Plans",g Board Scale: I" 40' JOB NO. 2020-0057 DW6. 2018_0136_ab I OF I ®tee SITE DATA EX I ST I N6 VEGETATED BUFFER SCTM # 1000-121-06-01 AS PER R01'ALTON SUBDIVISION PROPERTY: 36 COX NECK MATT TUCK, R 11952 AD OWNER: PREMIUM WINE GROUP, LLC 02 15" 10" 00. ZONING: LB / Ex ��� / SITE AREA: 155,204 SF = 3.563 ACRES . Q ALLOWABLE LOT COVERAGE 20/o OR 31,040 SF m 25 FT ACCESSORY 1'ARD SETBACK ,\ l� ALLOWABLE ACCESSORY BUILDING AREA O �� r Ch �► O ALLOWABLE: 3% OF 155,204 SF Np � t ALLOWABLE BUILDING AREA:4656 SF ICic' EXISTIN6 LAWN , �� ,� �' MAXIMUM HEIGHT 22' 0 w \5-�. � `� O ACCESSORY STORAGE BUILDING AREA: 4402 SF0 Z X P� Jar ` 0 LINK BUILDING AREA: 1860 SF x ;;v N TOTAL PROPOSED BUILDING AREA: 6262 SF P� �f �� �`, Q TOTAL LOT COVE / GGNG•� L �-�Q ` RAGE: 0 O G: 20,585 SF XA PROPOSED: 6.262 SF C� ,�,� .,,'• b' `�' ,`��� � � ,` / � TOTAL: 26,847 SF OR 17.29% j\ A , LANDSCAPED AREA: 55.6% a' �� REQUIRED: 35% Uj SURVEYOR: YOUNG &YOUNG �•_ ''{ 9� •.- ?' , �, Q 400 OSTRANDER AVE O RIVERHEAD NY 11901 EXISTING LAWN � , 631 727-2303 F ~^ :�:: ;�• N> ,` r' (� LICENSE # 45893 ` DATED: JULY 28, 2020 Xls•r: 'cam �� ' .;:: �V .n�O ION 45 tN of 155 f.x. ,Y ; N� �. Go L\ of G °2co v EXIST. .'x. '��` \g / :'.... . , SIGN ' ��` \.'.' ..� ,- •'• •�.�:' � �•.•.���.: ,\ -� � �4C� ® � • ' c4 '\1 z OJT. i— ", k, r \ ' , ..' /• •• / © 'd r�E IDUc z .�:X 'C� :;:.° tn� r :; A:•.:. �d P� Sound .�. GD p, �' �'; W �1.•. • � gyp;.' • SoG�• Ave Q EXIST. ���� '�,`,,�� ,n, •.DL'-GID000� �L rx rl� (J \...•'• x.. r•• '� T��tt�� IC 'S(,` "` �• J • (i i.•• •t •w• `yG;.r• ..L tilo � J'�.��Y�:� ���x;� �1��:. �•. �'� •�• . �, � SITE 44 ,'r�uc5U5 -�\ N��' ���o�\� ,G\.o5'` •cam., o II-�--� - -�- - - --- - - - - - - I-r3.- - - - -- ,� ` , PARKING CALCULATIONS _ _ , ,��N'� yf• `�` �FXIST. STORAGE BUILDING: 9906sf/1000 9.9 spaces x\ EXI cA. i 1� ,--yy:: ST. OFFICE SPACE: 320 sf/100 3.2 spaces EXIST. PRODUCTION: 6,992 sf/500 13.98 spaces o5 Z. \ / �- O` �gt• ��N '4S�G \'N EXIST. TASTING ROOM: 738 sf/150 4 c- spaces �pP� TOTAL EXISTING PARKING REQ'D: 32 spaces es N a \g PROPOSED STORAGE BUILDING: 4402 sf/1000 4.40 spaces o ° :.,?•. \ \�5,�\ 5 6, 13�$ \ �, PROPOSED OFFICE AREA: 1860 sf/100 18.60 spaces W J' w Z W ? N � *40 \' NG p � '� 4 PROPOSED TOTAL REQUIRED: 23 spaces W. � 2 W ,�- O 5 _ _ M \gt� � g'� G `N G\ � TOTAL PARKING REQUIRED: 57 spaces g W a = , ono NL \ N o . \00 �� \) P�' � NEW PEXISTIARKINGNG : 12 spaces KING: 24 spaces Q F- 'F-x��'� \5�' ` TOTAL PARKING PROVIDED 36 SPACES LAND BANKED PARKING (REMAINING) 8 spaces , E OF Ns'w N � � a / / t. ;� .,' '*• �, \ PROJECT NO: 2004 ol DRAWN BY: EXISTING TREES \'L'a; ' ': ''' \ / CHECKED BY: \ •<.• - C (VI'J NS DATE: .jv .`'*� `z• ' ' ' - APRIL 8, 2021 \ �y(. :F' •' •�, SCALE: SHEET TITLE. \ AWN / - _ EXISTING LAIIIII G� � SITE PLAN \ e4 EXIST. SIGN • \ �/ / ! I APR ® � 2021 SHEET NO.: S1 PL -- -- - :�our,;, e 1u,v�i \ / fl .r Board �e SCALE: 1 " = 20'-0" Y 127.60' - TOWN OF SOUTHOLD SITE PLAN APPROVAL SUFFOLK COUNTY DEPT. OF HEALTH APPROVAL ' SANITARY CALCULATIONS ALLOWABLE DENSITY TOTAL ACERAGE: 3.563 ACRES 14 HYDROGEOLOGICAL ZONE: ZONE IV WATER SUPPLY: PUBLIC WATER 02 13" 1011 w 400.00'\ ALLOWABLE: 3.563 Acres x 600 GPD. = 2,137.8 GPD -- TOTAL SITE SEWAGE DESIGN FLOW: 1,065 GPD SANITARY DESIGN 46 ,--�( ;, ,' / I` �� SEWAGE DESIGN FLOW: � EXISTING WASTE el'0 O EXISTING WINERY : ' �G , 1. TASTING ROOM (5 GPD/OCCUPANT) m WATER SYSTEM p 51; ;'T '' 'r� _-' \° G� PANT) p�,N�L �.�. _ �,- 80 \ �y'f �� - 5 GPD X 20 OCCUPANTS - 100 GPD 0 ' ` 5'' i �%, �gpNN 5 GL 2. INDUSTRIAL (0.04 GPD/SF) 0.04 GPD X 17,720 SF = 708.8 GPD I ��i EXISTING SEWAGE FLOW 808.8 GPD G ` PROPOSED ADDITIONS TO EXISTING WINERY ® Z �, \N 1. INDUSTRIAL (0.04 GPD/SF) 0.04 GPD X 6,262 SF = 250.48 GPD ADDITIONAL SEWAGE FLOW 250.48 GPD ,' \` / •pP`9 1� v� ��'� �X\ ��'�� `� '�� TOTAL SITE SEWAGE FLOW 1,059.28 GPD NOTE: OFFICE AREA IS LESS THAN 15% OF THE TOTAL AREA / G SANITARY \Gj,���C7 � � G •O, ` �.` ''�` \0, b\P` X SYSTEM REQUIREMENTS 0 SEWAGE FLOW- 1,059 GPD EXISTING SANITARY SYSTEM 1 1 1.SEPTIC TANK ( ST ): 1,059 GPD x 2 DAYS FLOW= 2,118 GAL uj ' USE MINIMUM: 2,600 GAL SEPTIC TANK (EXISTING) 21EACHING POOLS ( LP ): 1,059 11.5 S.F./GPD = 706 S.F. USE MINIMUM ( 2 - 10 FT. DIA. X 12 FT. HT.) = 754 S.F. (EXISTING) PLUS 50% EXPANSION (EXP): 1 - 10 FT DIA x 12 FT HT 08 Flom ivw �� � art,;' � ', �' �/ '' _DRAINAGE CALCULATIONS � NEW WINERY ADDITION ROOF AREA 45� ��(�NN� �• GpS'� �� •-A i ` '�X DRY WELL: AREA x RAINFALL. x RUNOFF FACTOR 0 EMMIN 1860 SF x (2/12 FT.) x 1.0 = 310 CU FT X N / NEW & DIA X 6' D `� ' USE: 2 8' DIAME DRYWELL C O O TER x 6 HIGH POOL •G (2) 8' X 6' STORM DRAIN RING = 607 CU. FT. p--� — — ' Oil 'CC, \-MOp \ / �� '0 ��/ NEW STORAGE BUILDING ROOF AREA ri 'N� �0 / , 'fl\�` ` DRY WELL. AREA x RAINFALL x RUNOFF FACTOR � tuEXISTING SEPTIC, 51'STEM �/ n`D / V'\\G L\ '---_ ��\r16 4702 SF x (2/12 FT.) x 1.0 = 783 CU FT (1) 2,500 GAL SEPTIC, TANK (ST) (EXISTING) Z' / l/l l/i 9'�� \�'-' \ram y5 G�r1G•p '; USE (2) 10' DIAMETER X 7' HIGH POOL � 2 10 FT7- . DIA. X 12 FT. HT. LEACHING ;- \' - " O �'��� �. �// c9 � \ N�W�-fv� �� �� (2) 10 -0 X 7 -0 STORM DRAIN RING - 958 CU FT Q POOL (LP) (EXISTING) / /' ;//// , •O C� , �� ; O Ir (1) 10 FT DIA x 12 FT HT EXPANSION POOL ' ` NEW ASPHALT PAVING AT STORAGE BLDG ul (Exp) `�' ,0 N GON �\` - , G�\N1. �` DRY WELL: AREA x RAINFALL x RUNOFF FACTOR EXP 3390 SF x (2/12 FT.) x 1.0 = 666 CU FT 44 USE (2) 8 DIAMETER X 7 HIGH POOL , %//; '2'�����/ \� 0� 6�� / \N \ (2) 8'-0" X 7'-0" STORM DRAIN RING = 591 CU FT �C� \g'C \g'C• \ � `� NEW RAMP AT LOADING DOCK r LP �� do �� , 'C2 ` '�> > �� DRY WELL: AREA x RAINFALL x RUNOFF FACTOR Cp. \koil N,�S ' 646 SF x 2/12 FT. x 1.0 = 108 CU FT 'fix\�P�` C�'� 1 �p '` USE (1) 6' DIAMETER X 5' HIGH POOL 06 Z- (1)6 0 X 5 0 STORM DRAIN RING = 111 CU FT c� Q NEW & DIA X 6' D—T ; `� BY MARK McDONALDDRYMLL 6, 13 \ GEOSCIENCE Z NEW GONG. SIDEWALK O O �,,P pCi _ �� SOUTHOLD, w• n W G ,N P�N 'F , \��� _ TEST HOLE NEW YORK 11971 m N oa �►" ' ,�• gP NO SCALE g w' N TEST HOLE DATA Q I— 4.0 FT. LOAM OL O SAND AND GRAVEL 'Ex\Sl TO MEDIUM SAND SW zz GONG• 17 FT. u- X1 rn G�� Vail �ga> ' � COMMENTS: NO WATER ENCOUNTERED M N1NG. X �of / NG � �.'�� � -+; A NSW � � �' Fp`\N�'G'E � �EM�N� ��Ao�►..sTFF�°�,� TOP OF EXISTING GRADE CAST IRON FRAME AND COVER TO \ GRADE (AS REQUIRED) TRAFFIC, 5LAI3 (5EE PLANS FOR LOCATIONS) pZ,4 / PROJECTNO: R _ 2004 DRAWN BY: NS CHECKED BY: ® ® ® ® ® ® DRAINAGE BASIN FOR NS ® ® ® ® ® ® DATE: \ \ �xF\ u p < 3' min ® ® ® ® ® ® ® ® ® } SIZES SEE SITE PLANS APRIL 8, 2021 \ T(P\G Z iL p}C ® ® ® ® ® ® ® ® ® BACKFILL MATERIAL SCALE: N 7- ® ® ® ® ® El ® ® ® TO BE GLEAN SAND 1" = 20'-0" \ l �'C\\- O ® ® ® ® ® ® ® ® ® AND GRAVEL\ 1 �j 4\�'�'� � SHEET TITLE: \ AWN ® DE ® ® ® ® ® — N` z GROUND UTILITIES WATER �,, \ - - - - - - - - - - - - SITE 434 \ PERMANENT STORM WATER 6 \ I RUNOFF CONTROL MEASURE PLAN STORM DRAINAGE RING TYPICAL -� NO SCALE SHEET NO.: < \ / APR 0PL 2021 f'IG�,�ri_�r�t� Boa rd mq N L = 12-t.6o' SCALE: 1 " = 201 .011 =2 - TOWN OF SOUTHOLD SITE PLAN APPROVAL SUFFOLK COUNTY DEPT_ OF HEALTH APPROVAL II II II II it II I EXISTING I I �OTTL)NG�R�� I I i I EX I ST I NG I I LOADING AREA BARREL $ GASr II STORAC7E II II II II II NEW WINDOW SEE EXT. ELEV. I I I I I I I I I I EXISTING LOADING 01 II II II II II 31-0 NE A EXIT DOOR O BOTTLING LINE z EMPLOYEE UNQGH ROOM TORA7z22z� GE ROOM z O 0 Qmass"" ---- o , 060 TOILET/ i TOILET/ 1oom EX15TINCB � ~ 0 '0 z OUTDOOR FERMENTATION AREA z o O .HALL. Lj �- L1'�BE�R NEW > GONFOEFRENGE RM z 0 z OFF GE W LIME OF ROOF ABOVE it HANGING LIGHT ' ' A FIXTURE ENTRY/LOBBY j 18" HIGH WALKWAY aL MIRKj- LIGHTING— ',% STATION ' MECH. I II II II II m �� � Z. ROO OIL T OFFICE I I I I III y a. z o I II II II , II I I -j o s = II II III ,� II II II II II EXISTING W -'� = < ZLL �z EXIST. RELOCATE EXIST. GO'I, r=p F-D GRU5H I NG I ,�R�A I ( ( W• W DOOR I I I I I I I I I I a N o ? i W. N = M II II it II II II III cnN- II II II II TRUCK SCALE II EXIST. OFFICE XHANICAL STING1-T 7 —1 EX1STINCB I I I I f r F\ EXIST. ENTRY Rs F MENTATION ROO OM REMOVE EXIST. TO BE REMOVE I I I I I I I GONG. IrVALKWAY W WINDOW TT I I I I I of N�� NEW I II �® 01=1=1cE f EXIST. I I I I I l t 1=0pi-MR Fmc.EPTION ,� I II it II II I II II II �, I II II II II II PROJE N0: � EXIST. I — --- - III 2004 TASTING ROOM I I I I I t I NS II I I I I DRAWN BY: tl CHECKED BY: Ivs II II II II II — � IIIDATE: x ( I I I t I I I I m APRIL 8 2021 SCALE.I/8" = 1' - Oar SHEET TITLE: FIRST FLOOR PLAN PAPRTIAL I L ® SCALE: 1/8" = 1' -0" APR 08 202 1 SHEET NO: ci board SUFFOLK COUNTY HEALTH DEPARTMENT TOWN OF SOUTHOLD SITE PLAN APPROVAL EXISTING STRUCTURE NEW LINK ADDITION EXISTING STRUCTURE EXISTING ] EXISTING CUPOLA CUPOLA O FR EXIST. 516N Lij EXISTING z WINDOWS z F—EXIST. SIDING 0 — F- EXISTING ® � NEW COVERED ENTRY WINDOWS LLIJ - MrL R(:)cFlt4c7 Q tol M THE IS . F EX15TIN6 MTL ROOFING—� _ O ® ®® Z ® ® ® ® ® � � � � �, EXISTING EXISTING rrr 0 WINDOWS WINDOWS ..� NEW FIXED NEW FIXED WINDOWS WINDOWS NEW SIDING TO MATCH EXIST. NEW ENTRY DOORS, saxlST.coots ro Be 0 NEW FIXED WINDOWS W/ SIDELITES 4 TRANSOM RM40VW AND wl wl moIW rLoc Z PANEL BELOW WINDOWS MATCA4 F-ASTINS W SOUTU ELEVATIOR EXISTIN6� SCALE: 1/8" = 1' -0" �- CUPOLA CUPOLA I-- Q i� EXISTING IX8/ HARDI PANEL E--EXIST. 51DIN6--> TRIM EDGE AL 16NED WINDOWS W/EXIST. FASCIAS EXI5TIN6 MTL ROOFING Q a EXIST. 5TL a o M FRAME w .i• W Z W a EXIST. OUTD R COVERED D w• o CRUSH 9 PAD W MT-/C-LA55 D � • a N °N c� n QI—• u � cn cn- trELEVATIOR NORTH ����E of -rr SENERAL MOTES d . 0179 3-A -Al CONSTRUCTION TYPE: STEEL FRAME (NON-COMBUSTIBLE) HEATING 4 COOLING: 6A5 FORGED AIR HEATING 4 COOLIN6 SYSTEM /PROJECT o: 2004 NO ROOF TOP UNITS - SIDING/TRIM: SOUTH ELEVATION: DRAWN BY: NS SIDING: MATCH EXISTING - "HARDIPANEL" - SIERRA FIBER CEMENT, VERTICAL SIDING PANELS W CHECKED BY:ITH NS 51MULATED WOOD TEXTURE WITH BATTENS. PAINTED BENJAMIN MOORE - HG-112 REVERE PEWTER DATE: APRIL 8, 2021 TRIM: MATCH EXISTING - "HARDITRIM" FIBER CEMENT SCALE: SMOOTH TRIM AT ALL WINDOWS, DOORS, CORNER BOARDS 1/8 of = 1' - 0" FA50IA5, ETC. PAINTED - BENJAMIN MOORE -CHINA WHITE' SHEET TITLE: NORTH ELEVATION: SIDING: "BUTLER MANUFACTURIN6" - THERMAL WALL — METAL NORTH "F I NEL I NE" PANELS - COLOR TO MATCH EX 15TI NCG BU I LD I NG5 SOUTH & TRIM: "BUTLER MANUFACTURING" - METAL TRIM - COLOR TO MATCH EXISTING BUILDINGS ELEVATION ,�r�,.. ROOFING: MATCH EXISING - STANDING SEAM METAL ROOF - COLOR TO a- f. MATCH EXI5TIN6 - EMERALD 6REEN SHEET NO: APR 0 0 2021 WINDOW5/DOOR5 "ANDERSEN" CASEMENT AND FIXED WINDOWS - WHITE ENTRY DOOR WITH TRANSOMS - DARK GREEN ° ' '' icl '0w,.l SUFFOLK COUNTY HEALTH DEPARTMENT TOWN OF SOUTHOLD SITE PLAN APPROVAL METAL RAKEJ. 3 1� I LIFT cV O RHEAD LIGHT STORACGE nN AT EXIT DOOR O EXIT-- 00 0 W C� z LOADIN z G DOCK = 0 �n I � EAST ELEVATIONI M= SCALE:1/8"=1'-0" W ui Irw L.f_ p FLOOD L16HT - I V O _ O Q LL 12 OVERHEAD LIGHT 71- 31— rT METAL RAKE AT EXIT DOOR F'- roam LOAD I N6 AREA � I RAMP DOWN d- t— W z Q PA Lf IDIN OVERHEAD 1_16 T cV AT EXIT DOOR :261-011 FIRST FLOOR PLAN ~ SCALE:1/8"=1'-0" Q WEST ELEVATION SCALE: 1/8"=1'-0" q8'-6° ---- 4 Z. BA5EMENT 5TORAG� LIFT a• M o � a l ----- J y o o W W z 3 x ''1Lli Q Z LL Ate` lLJ .I W•MOM h ? G MET G � AL FASCIA K0 0 w• N = J 6 a Q cn cn METAL ANE SIro N6 N EXIT 4 " HI HA IL EX X DO A LO I N DOOK DOOR — .G SOUTH ELEVATION = - SCALE:1/8"=1'-0" r ,C 017C - v PRO JEC NO 2004 DRAWN BY: NS — CHECKED BY: VAM Ml'_ R ;)OT: NS BASEMENT FLOOR PLAN- DATE` APRIL 8, 2021 SCALE:1/8"=1'-0" IT=TA . FASCIA SCALE,I/811 = 11 - 019 AWM G SHEET TITLE: T PANEL S IN6 STORAGE GFENERAL,. NOTES BUILDING FLOOR CONSTRUCTION TYPE: 5TEEL FRAME (NON-COMBUSTIBLE) PLANS HEATING $ GOOLI N6: &A5 FORCED AIR HEATING 4 COOLING SYSTEM NO ROOF TOP UNITS ELEVATIONS 51DIN6/TRIM: 51DIN6: "BUTLER MANUFACTURING" - THERMAL WALL - METAL Tu r. .: SHEET NO: NORTH ELEVATION "FINELINE" PANELS - COLOR TO MATCH EXI5TIN6 BUILDINGS - - -- ---- SCALE:1/8"=1'-0" " APR 2021 TRIM: BUTLER MANUFACTURINGn — METAL TRIM - COLOR TO MATCH EXI5TIN6 BUILDINGS { =^`_ id iawn Ffa nninn Ronrd ROOFING: MATCH EXI5ING - STANDING SEAM METAL ROOF - COLOR TO MATCH EXI5TIN6 - EMERALD GREEN SUFFOLK COUNTY HEALTH DEPARTMENT TOWN OF SOUTHOLD SITE PLAN APPROVA OFFICE LOCATION: 'Z'Z . M MAILING ADDRESS: Town Hall Annex so, *' P.O.Box 1179 54375 State Route 25 � ��' " � Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) " " "' Southold,NY ; Telephone: 631 765-1938 www.southoldtownny.gov \\A� PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 14, 2021 Ms, Nancy Steelman Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 Re: Site Plan Determination - Site Plan for Premium Wine Group Amended 35 Cox Neck Road, Mattituck SCTM#1000-121.-6-1 Dear Ms. Steelman: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, September 13, 2021: WHEREAS, this amended site plan is for the construction of a 1,860 sq. ft. building for office and storage which will connect two existing buildings on site, and the construction of a 4,402 sq. ft. detached accessory storage building with loading dock, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 sq. ft. on, a 3,563-acre parcel in the LB Zone, Mattituck; and WHEREAS, on April 8, 2021, Nancy Steelman, authorized agent, submitted an amended Site Plan Application for review; and WHEREAS, on May 3, 2021, the Planning Board accepted the application as complete for review; and WHEREAS, on May 3, 2021 the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions„ and WHEREAS, on May 26, 2021, the Planning Board,, pursuant to Southold Town Code §280- 131 C., distributed the application to the required agencies for their comments; and Premium Wine Crou Amended Page 2 Se tember 13 2021 WHEREAS, on June 3, 2021, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; WHEREAS, on June 3, 2021,. the Southold Town. Engineer reviewed the proposed application and determined the site plan required revisions in order to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on June 7, 2021, a Public Hearing was held and closed; and WHEREAS, on June 21, 2021, the Suffolk County Planning Commission (SCPC) stated the action is a matter for local determination; and WHEREAS, on. June 21, 2021, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on June 21, 2021, the Architectural Review Committee reviewed the proposed project and recommended items addressed by the Planning Board; and WHEREAS, on, June 23, 2021, the -Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on June 24, 2021, the Mattituck Fire District determined there was adequate fire protection for the site; and WHEREAS, on July 12„ 2021, the Southold Town Planning Board, as Lead Agency pursuant to S ECRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on July 26, 2021, Nancy Steelman, authorized agent, submitted approval from the Suffolk County Department of Health Services (SCDHS) for C-21-0119; and WHEREAS, at their Work Session, held on August 23, 2021, the Southold Town Planning Board reviewed the proposed Site Plan and determined that all applicable requirements of the Site Plan Regulations, Article XXI `, §280— Site Plan Approval of the Town of Southold were met with exception of the submission of revised photometric information; and WHEREAS, on September 9, 2021, Nancy Steelman, authorized agent, submitted additional site plans and photometric information; and WHEREAS, on September 13, 2021, the Southold Town Chief Building Inspector reviewed and certified the proposed use as a permitted use in the Limited Business (LB) Zoning District; be it therefore resolved Premium e GrouAmended Page 3 _Se ptember 13,._2021 RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the amended Site Plan with conditions, on the site plan entitled "Additions and Renovations to Premium Wine Group" prepared by Nancy L. Steelman, R.A., dated April 8, 2021 and last revised August 11, 2021, and authorizes the chairman to endorse the site plan after condition #1 listed below, is met. Conditions 1. Prior to endorsement of site plan, provide exterior lighting specifications in compliance with the provisions of Chapter 172 of the Town Code. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 2. Prior to the issuance of a Certificate of Occupancy, provide at least six (6) White Pines at 6' —7' in height and spaced 5' apart along the north/northwest property line where there is a void in plantings behind the proposed storage building. This shall be maintained in order to satisfy the transition buffer requirement. 3. Any existing exterior lighting on site that is proposed to remain and not compliant with all pertinent fixture specifications in Chapter 172 of the Town Code shall be removed, disabled or replaced. 4. This amended site plan is for the expansion of office area not open to the public and the construction of an accessory storage building to support existing on site operations; 5. The landscaped area in the rear of the parcel and along the north and northwest property lines shall be maintained at no less than 20' as a natural landscaped and/or,vegetated buffer area as shown on the site plan, with no parking of vehicles or storage of materials permitted as consistent with the transition buffer requirement in the Limited Business Zoning District, Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus Premium Wine Qmg Amended Page 4 September_13, 2021 and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. espectfully� kau Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy.. Print name: l ec- r rX Applicant/Agent Date: [z i-1 Signature: Southold Town Plannin Board Work Session October 7 2024 -- Page 2 Proation:ame: 620051CR 48 Gre ansron SCTM# 1000 40 1 1 I Description: _. ._ W Ww m This site plan is fort eoproposed expansion of an existing hotel including f construction of a 4,588 sq. ft. building with ten (10) hotel rooms, and a 2,040 sq. ft. addition to an existing building with four (4) hotel rooms where there exists a 21-unit hotel comprised of five (5) buildings totaling t13,854 sq. ft, and accessory improvements on a 3.21-acre parcel in the Resort Residential (RR) Zoning District i Status: na g ActioReview Referlral Revi ._. __ww.._.m ... ._�.._ ....�_... ......�.. ._ .. _ �' ... achments:....... port Conti..„ _.. .... .... 1 Hued Staff Re �._.._. .. _ _.W_ _ Pro Lo�lect�Name Premium Wine Group Amended 3M� SCTM#_ timm1000 m121mm 6..1.._ cation w 35 Cox Neck Road Mattrtuck ....M.m.. ..-..�........... ww Description: This amended site plan is for the construction of a 1,860 sq. ft. building for office and storage to will connect two existing buildings on site; and, the construction of a 4,402 sq. ft. detached accessory storage building with loading dock and the construction of twelve land banked parking stalls where there exists two buildings totaling 20,585 sq. ft. on a 3.563- acre parcel in the LB Zone . .w ...__ ...... _w__ ...__..._ k__ �. ..... atus: Approvedm _.. Action Review for Extension Attachments: Staff Report Project Name: I Hard Corner SoutholdMixed Use_ _ SCTM# 1000 61.-4 1 Location: 53530 Route 25, Southold Description, This site plan is for the proposed mixed-use construction of a 2-story 4,983 sq. ft. building fronting NYS Route 25 with retail on the first floor and three Affordable Housing apartments on the second floor and 25 parking stalls; and four 1,597 sq. ft. 55 and older rental units along _._.wwww .. ... .... Wells Avenue, all on 2.28 acres in the Hamlet Business Zoning District. Approved,. ; Action. Review for Extension _._. ......... .. ....... __..._ww__M..._ __w. _ ...��... .._­ _ . ...._ . _. _._ _1 _Attachments u ME Staff Report ......_.......... .. Southold Planning Department Staff Report Site Plan Application Work Session – Request for Approval Extension Date October 7, 2024 Prepared By: Brian Cummings I. Application Information Project Title: Premium Wine Group Amended #3 Applicant: Premium Wine Group; Russell Hearn Date of Submission: April 8, 2021 Tax Map Number: 121-6-1 Project Location: 35 Cox Neck Lane Hamlet: Mattituck Zoning District: Limited Business – LB II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 3.56 acres Building Size 20,585sf existing; 5,384sf proposed III: Amended Site Plan Description: This approved amended site plan is for the construction of a 1,860 sq. ft. building for office and storage which will connect two existing buildings on site, and the construction of a 4,402 sq. ft. detached accessory storage building with loading dock, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 sq. ft. on a 3.563-acre parcel in the LB Zone, Mattituck. Approved April 11, 2006 for 5,061 sq. ft. building addition for office and storage proposed to connect the existing two buildings. Site plan expired in 2009; Extension received in 2014 along with SCDHS approval. This building addition was never executed. IV: Analysis Proposed A. : a. 60’x 31’ ( 1,860 sf) Winery Addition (previously 5,384sf) i. Includes new office and storage space b. 4,402 sq. ft. detached accessory storage building with basement and loading dock 1 i. Employee use only. Building to be located behind existing gate and fencing that encloses the winery operation. B. Zoning Board of Appeals (ZBA) a. File #5784 Relief Requested: Proposed building shows 60’ of frontage to CR 48; with connecting buildings would be a proposed ±180’ of linear frontage to CR 48 i. Variance Granted: December 1, 2005 b. The ZBA adopted time limits on variances in October of 2014. Variances granted prior to that date ran with the land in perpetuity. In a letter dated March 21, 2021, the ZBA acknowledged that “since the proposed addition is the same width as the original addition, and the proposed depth was never before the ZBA, the prior relief is still in legal force and effect. C. Staff Analysis: a. SCDHS Approval C-21-0119 obtained July 23, 2021; b. The approved amended site plan expired March 13, 2023; c. The work has not started on Building Permit #48077 and it needs to be renewed for the full fee of $3,329.60. d. Juan Micieli-Martinez, on behalf of the owner Jeffrey Haas, submitted a request to extend the approval in order to complete construction and close out all permits. Staff: The site plan remains in compliance with all pertinent rules and regulations. The Board may want to consider an 18-month extension time frame, in order to provide ample time for completion of construction and final inspections. The owner/applicant can provide further detail on the progress of construction and the estimated end date. V: Planning Board items to consider: Based on the report detailed above, consider extending the approval, as requested above, at tonight’s public meeting. 2 From: Juan Micieli-Martinez<juan@premiumwinegroup.com> Sent: Tuesday,September 10,2024 4:18 PM To: Cummings, Brian A, RECEIVED Cc: Michaelis,Jessica;JEFFREY HASS;Russell Hearn i ... Subject: [SPAM]-Premium Wine Group Storage Building SCTM#1000-121-06-01SEP 18 20,, Mr. Cummings, Planning Board Greetings, my name is Juan Micieli-Martinez and I am an employee of Premium Wine Group in Mattituck. I am writing today as I visited the Building Department to inquire about a building permit extension. Upon visiting the Building Department, I was advised to reach out to you and your colleague Jessica Michaelis (Cc'd here) about our permit. Also Cc'd on this email are: • Jeffrey Hass-Owner • Russell Hearn -Chief Operating Officer To clarify this permit was issued to Premium Wine Group (PWG Wine Company LLC.) located at 35 Cox Neck Rd., Mattituck, NY 11952. The Suffolk County Tax Map (SCTM)#is 1000-121-06-01. Could you please clarify the paperwork required for this extension? We were advised there would be a cost of$3,329.60 for this extension. Should you have any questions please let us know,thank you. Cheers, Juan Micieli-Martinez - csw VP of Business Development and Winemaker Premium Wine Group 35 Cox Neck Road Mattituck, NY 11952 Office +1(631)298-1900 Mobile +1(631)381-2739 Email: `uan remiumwine rou ,com Web: premiumWineclroup.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 25235 Main Road, utcoue NY 11 • (61) 7 Fax (61) 734 67 TRANOMMA...., To: PLANNING DEPARTMENT Fwain: HaricySbxknan A TOM OF SOUTHOLD Date:ddress,: 1 Y Fan_ Rev. _ ! Pkqmne________-A ! -__. _ _, Description: As requested....... 1. One set of Lightit ay Plans and Lightingu 2. Signed Site Plan Determination ti o� Sincerely, Nancy Steelman OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex pr �h � ''� P.O.Box 1179 54375 State Route 25 � � � �w Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) a, Southold, NY Telephone: 631 765-1938 , www.southoldtownny.gov 4 Cam,, PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 14, 2021 Ms. Nancy Steelman Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 Re: Site Plan Determination - Site Plan for Premium Wine Group Amended 35 Cox Neck Road, Mattituck SCTM#1000-121.-6-1 Dear Ms. Steelman: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, September 13, 2021: WHEREAS, this amended site plan is for the construction of a 1,860 sq. ft. building for office and storage which will connect two existing buildings on site, and the construction of a 4,402 sq. ft. detached accessory storage building with loading dock, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 sq. ft. on a 3.563-acre parcel in the LB Zone, Mattituck; and WHEREAS, on April 8, 2021, Nancy Steelman, authorized agent, submitted an amended Site Plan Application for review; and WHEREAS, on May 3, 2021, the Planning Board accepted the application as complete for review; and WHEREAS, on May 3, 2021 the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on May 26, 2021, the Planning Board, pursuant to Southold Town Code §280- 131 C., distributed the application to the required agencies for their comments; and Premium Wine Group Amended Page 2 September 13, 2021 WHEREAS, on June 3, 2021, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; WHEREAS, on June 3, 2021, the Southold Town Engineer reviewed the proposed application and determined the site plan required revisions in order to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on June 7, 2021, a Public Hearing was held and closed; and WHEREAS, on June 21, 2021, the Suffolk County Planning Commission (SCPC) stated the action is a matter for local determination; and WHEREAS, on June 21, 2021, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on June 21, 2021, the Architectural Review Committee reviewed the proposed project and recommended items addressed by the Planning Board; and WHEREAS, on June 23, 2021, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on June 24, 2021, the Mattituck Fire District determined there was adequate fire protection for the site; and WHEREAS, on July 12, 2021, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on July 26, 2021, Nancy Steelman, authorized agent, submitted approval from the Suffolk County Department of Health Services (SCDHS) for C-21-0119; and WHEREAS, at their Work Session, held on August 23, 2021, the Southold Town Planning Board reviewed the proposed Site Plan and determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold were met with exception of the submission of revised photometric information; and WHEREAS, on September 9, 2021, Nancy Steelman, authorized agent, submitted additional site plans and photometric information; and WHEREAS, on September 13, 2021, the Southold Town Chief Building Inspector reviewed and certified the proposed use as a permitted use in the Limited Business (LB) Zoning District; be it therefore resolved Premium Wine Grou Amended Page 3 September 13, 2021 RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the amended Site Plan with conditions, on the site plan entitled "Additions and Renovations to Premium Wine Group" prepared by Nancy L. Steelman, R.A., dated April 8, 2021 and last revised August 11, 2021, and authorizes the chairman to endorse the site plan after condition #1 listed below, is met. Conditions 1. Prior to endorsement of site plan, provide exterior lighting specifications in compliance with the provisions of Chapter 172 of the Town Code. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 2. Prior to the issuance of a Certificate of Occupancy, provide at least six (6) White Pines at 6' — 7' in height and spaced 5' apart along the north/northwest property line where there is a void in plantings behind the proposed storage building. This shall be maintained in order to satisfy the transition buffer requirement. 3. Any existing exterior lighting on site that is proposed to remain and not compliant with all pertinent fixture specifications in Chapter 172 of the Town Code shall be removed, disabled or replaced. 4. This amended site plan is for the expansion of office area not open to the public and the construction of an accessory storage building to support existing on site operations; 5. The landscaped area in the rear of the parcel and along the north and northwest property lines shall be maintained at no less than 20' as a natural landscaped and/or vegetated buffer area as shown on the site plan„ with no parking of vehicles or storage of materials permitted as consistent with the transition buffer requirement in the Limited Business Zoning District. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1, Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus Premium Wine Group Amended Page 4 September 13,_2 2'1 and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully r �k "d�bak-1 Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: � V�,i � rate �� Applicant/Agent r Signature:. Date, PREMIUM WINE GROUP STORAGE, BUI I G EXTERIOR LIGHTING Fixture "Au Model type: "Full cut off' Wall Pack Manufacture: Hubbell Outdoor Lighting Model #: Lite Pack LNC2 LED Color Temperature: 3000K Lumens: 1456 Im Fixture "B" Model type: "Full cut off' Wall Pack Manufacture: Westgate Manufacture Model #: WPX-80W MCTP Color Temperature: 3000K Lumens:8100 Im f i Cu cr cr L CD O C rt Q III p,�Wr 0 D, 0Not IQ 7 (Q e e e e e = e e e e e e e C) (n fJ < m g 0 D r w m u 0 � 0 °h (D C (�D m << C c� (— < C n D al <(D 0 w O (D (D _ v °+ V) - r .. m m cQ c to - o n, (n m cn m cr cr rt (D �r (D3 (D O Q m p- 3 C n tD 0 — — — 3 0 �- w rt � o' o c m a O o Z c co to r O (� = * c m OD � m n C. ID tQ 3 O 0 <. rr v' Ln 3 O N O 3cn � O � ,- � �* � 0 O Win, Qr o cQ 0 ( (Dto m 0 0 N 3 0 5 0 Q c � o o 0) o a, o o m cn cn g Ln (n o Q , � o � m m ,< '< m 0 � cG v, r*in E a, o a � Q- a, cn C go m <- 3 s a))CA m — 3 Q � r* o u io Q 3 v m m y � O(u m . 7NO O O a) O _ C — p �* n m m (Q N O � En M v in (n w �* 3 O m o O 3 ti, w N p rr v !n 3 o m ca w m c m m m 3 Q v tn � v � z 3 °r D rr O O O '� CD rt 3 cu : Ln O (n � 3 _ cr � 0 rr r+ N 0 0 'a D 3 O m d Q c ,rt rt C 0 o rn-r 3 3 v r(D-r � cn. 3 all :3 s s • s TI (n O W rt N O � T. O D 3 < G) 0 0 00 00 � o o 00 00 Q rr rr r3r f. � n n O (� (D (D fD OF T` C rt O < G) G)It - 3 3 m O l"To G) v c n `< < r+ � (D CD O rt. 3 N N v► m �' m m CD D a --h O N u. rn o C G) 33 m m � C o c 3 cn X N M rr Z w Q �. rlf- CL 0 0 �" a rt Q 0 �, ;, 3 3 °o ccn v rt Z fD CD — m m cQ � l< �. w CA En a n Q OUTDOOR LIGHTING LED WALL PACKS 'HUNDe � WPX TECHNICAL SPECIFICATIONS: 'G' td i M arid Power(SWitche.S area inside fixture) The Type Ili Msffiba..rt'ion is i..ised'ta:ar tide WaIkWays, on Ramps and Entrance Roadways,As W'e l As Other I!or g, Narrow Lighting, a: II)Ip a ra_:p Aiurniinta n Witli Powder Coat_Eiiruish (Caulk �� ln�a �... P Light II r�ansnrfttance., .A114d...1JV And F4P Resistant i ri r r r/ I fl p ha Y.a ibp mu vl— A_V, r o pub r dJ,if'f r/r i ri ru l r/ V ssppg' u.' ��rr�� ita � ILL .�P�N"kV.� _U Q��6M..�I"'I.� �F'�aTp�an�id� TGi.)' x 1'00'u1 Pom"i' Factorm 9.k% t.➢pera'i"in IeVaupera.tauV"e:._a��'p to`iit���i Life °' a' �pan�70,()00 hours .: Sa.dta[Ae for Wet LoaatOns, NP65 7..,.y ar warranty APPLICATW : WPX-42W-MCTP LED a^lall Pack I—Ight series can bcwidcly used as Exterior or interior LEES lighting for Hotels, Garages, Commercial Buildings, Public areas,Schools and I� i�/lr wy Ni p ���'�r�✓r;p��� I � Ii�' ' �� i-iC15p6t�15, @tC. 1 r � % /�/�r��l f��� Up, rrr ;�;., ✓.�.,;ai.;,. J ^a„ip Let e�¢tLEDs ON o 04 i r a, WPX BOW-MCrP PUOMEtL MOWN SENSOR BATFERY BACKUP W LED X- E CUT-OFF TUNABLE WALL PAC CATALOG No, WATTS LPW COLOR TEMP DIMENSIONS P - W,MCTP VAN/2TWapinhf,1'42V�ip 311, (Hl br i 11%"(1)) WPX-80W-MCTP OW/40W/60WISOW 135UJ /W 3C00K14000K/000 71 415"(W) 7 (1-0 X 8 34'(D) E TGATE MFG WWW,VESTOATEMFO.COM TOLL FREE: 977,805.2252 FAX: 977.909.2252 PREMIUM WINE GROUP LINK I I G EXTERIOR LIGHTING Fixture "C" Model type: "Full cut off' Ceiling Hung Fixture Manufacture: Barn Light Electric Co. Model #: Wilcox Intergrated LED - DBW 20 Color Temperature: 2700K Lumens: 3390 Im Fixture "D" Model type: "Full cut off' Path Light Manufacture: Cast Landscape Model #: CCPL2B Intergrated LED Color Temperature: 2790K Lumens: 114 Im I s .r 1 i Ir ARM LM OF ROOF Move 1 HANGINGG I ; 1r / 1 1 1 �,� 1 1 I �'i I 1 # 1 I w 1 i T I I � t I �1 �I BARN LIGHT ELECTRIC CO. 1NII_COX INTEGRATED LED SERIES SPS-0453 REV D HIGH LUMEN CANOPY FLUSH MOUNT(F) STEM MOUNT PENDANT(S) FOR PENDANT&FLUSH MOUNT �. 62"... �1 �6 " g" 3 8" T. 3,3" —T0.675" VARIES Required if LED 27,38,43 Light Source tl �0.67S' selected In Section J &— CHAIN HUNG PENDANT(CN) 2.8" t... Canopy shown required If LED 11&16 Light Source selected in Section J VARIES Canopy shown required if LED 11&16 Light Source selected In Section J GOOSENECK(G) 0.6'75' 6.7' SHOWN WITH: G14 GOOSENECK ARM �^ 4" Canopy shown required it LEI)11&16 Light Source selected in Section J CORD r PENDANT i f °-6.2"' d 7 S" VARIES . O,.675" T B�— 1;JI,SW'8 8.25" 8" 4.3' 011W1 9. . �.. ......._i. .._......_.. ..36 .._.. cr DBMF12 9.75" 12' 2.8' I.'iS'V''/"d 1l" 11.25' 14" 13" DBVV16 12.75" 16" N/A Canopy shown required if LED 11&16 Light Source selected in Section I:)SW20 1 5" 20" N/A s ru .: .,.�. ut,off. .;�r a~i,.a v�.ci,e ::,,. '�.`g.+c ,e�.... ... ,.0 e�ru'c...,�o BARN LIGHT ELECTRIC CO. WILCOX INTEGRATED LED SERIES SPS-a4s3 REV G CERTIFICATIONS, LISTINGS&WARRANTY LED LIGHT SOURCE MADE IN THE USA LED TYPE:CREE LMH2 MODULE Manufactured and Hand-Crafted in Our 60,000 Square Foot Facility i i F is DELIVERED i io TO n n i i Located in Titusville,FL INITIAL�JM�R D�L,JERED: 4 0 �UMERS CSA LISTED FOR WET LOCATIONS L90(6K)>36,300 HOURS Includes All Gooseneck,Stem and Flush Mounting Styles AVAILABLE CCU 7/00K 3000K,3500K„4000K Acrylic Diffuser is CSA Listed for Damp Locations for Gooseneck Custom Temperatures Available upon Request and Stem Mounting Styles 90+CRI CSA LISTED FOR DAMP LOCATIONS 2 STEP MACADAMS ELLIPSE Includes All Chain and Cord Hung Mounting Styles Acrylic Diffuser is CSA Listed for Damp Locations EFFICACY:UP TO 93 LPW LIMITED WARRANTY High Efficacy Available upon Request,Consult Factory for For Additional Information on Our Limited Warranty,Please See Additional Information Our Terms&Conditions OPERATING TEMPERATURE ELECTRICAL/LED DRIVER -30'C to 40'C DRIVER TYPE:ERP ESS/T&ESP/T CONSTRUCTION&FINISH POWER FACTOR >0.9 POWDER COAT SHADE EFFICIENCY:UP TO 87%TYPICAL Hand-Spun from High Purity 3003-0 Temper Aluminum INPUT VOLTAGE:120-277 VAC(SEE DIMMING SECTION) GALVANIZE SHADE CLASS 2 POWER SUPPLY Hand Spun from High Quality Galvanized Steel or from High Purity 3003-0 Temper Aiuminum for 20"Size Shades I ED DRIVER LIFETIME:>100,000 HOURS(@ 25 DEG C AMBIENT) PORCELAIN SHADE IP64 MINIMUM RATING CASE WITH SILICONE—BASED POTTING Hand-Spun from 20 Gauge Porcelain Steel PROTECTIONS POWDER COAT FINISHES Output Open Load,Over-Current and Short-Circuit(hiccup),and Polyester Powder Coat Finishes Are Electro-Statically Applied and Over-Temperature with Auto Recovery Thermocured PORCELAIN FINISHES Compliant AND RADIATED EMI Applied by Hand and Fired in a High Temperature Oven Compliant with FCC CFR Title 47 Part 15 Class B(120 Vac),Class A (277 Vac)and EN55015(CISPR 15)at 220,230 and 240 Vac COPPER COMPLIANT WITH Hand-Spun from High Purity C11000-060 ETP Copper Cornplies with Energy Star DLR(DesignLight Consortium")and CA BRASS Title 24 Technical Requirements Hand-Spun from High Purity C2600-060 Brass fl mMiNG STEM 1/2"Nominal(0.84"Actual)or 3/4"Nominal(1.05"Actual)Sch 40, TRI—MODE DIMMING"' 6063 Aluminum Mounting Stem.Custom Lengths Available upon Compatible with TRIAC(forward-phase or leading-edge),ELV Request [reverse-phase or trailing-edge)and 0-10 V Dimmers GOOSENECK DIMMING RANGE 1-100% 1/2"Nominal(0.84"Actual)or 3/4"Nominal(1.05"Actual)Sch 40, The Dimming Range Is Dependent on Each Specific Dimmer.May 6063 Aluminum Gooseneck Not Be Able to Achieve 1%Dimming with Some Dimmers. CORD TRIAC AND ELV DIMMING ONLY AT 120 VAC Cord-Hung Pendants Include 7'of Standard Cord or 5'of Cloth Cord,+/-For Socket Orientation ELV DIMMING AT 230 VAC CHAIN Available by Request 4-Gauge Chain Complete with Quick Link for On-Site Adjustments COMPATIBLE DIMMERS to Chain's Length Consult Factory for Additional Information on Dimming � , , 3 LANDSCAPE Old world craftsmanship. . .tomorrow's technology's s a Now Available with Integrated LED or Qr -arm LED! Description: r � r These solid bronze path lights are compact with extreme durability. Now available with integrated LED lamps or bi-pin drop-in LED lamps. Features-., Durability b CAST solid sand-cast bronze for unmatched corrosion resistance b Unbreakable bodies, hats, stems, and stake b No coatings to peel, flake, chip, or fade l b No threads that weaken stems b Marine-grade Tin-Coated No-Ox Wire for lifetime electrical conductivity. Peiforma nce b Premium-quality LEDs deliver consistent color temperature and accurate color rendering. b Electronics protected from electrical spikes and surges. b Electromagnetic radiation (EMI)filtered to prevent interference with wireless devices Y Uses, Suitable for lighting walkways, planting beds, and other areas. W r�� Dimensions: - w. . 8.5"stake, 18" height body and stem Hat: 6" diameter x 1.75" height Construction: Specifications: - - - - - Solid sand cast Bronze hat and stake; CCPL2B Integrated LED: copper stem; 5'tin-coated 918-2 No- _ LED components integrated into fixture bodies to draw heat away: Ox'-marine-grade wire. from the LEDs for maximum longevity and performance. Listing: -Fully sealed and protected LED components. fi -LED Light Source: 2 Cree LED, Life(L 70):62,000 Firs. U.L 1838 Listed Low Voltage Luminaire for wet locations. -Color Temp.2790 K, CRI. 82 -Input Voltage: 10-24 Volts AC or DC -Power: .4 Amps, 4.22 Watts, Power Factor.89,Volt Amps 4.74 -Lumen output-fixture: 114 Im -Maximum Candela:46 CCPL2BL Drop-in LED: -Lamp is field replaceable. - LED Light Source: SLBP250L Drop-In Bi-Pin Lamp (included). -Color Temp:2750"K, CRI: 00 -Voltage Range: 10-20 Volts AC or DC -Power:2.5 Watts,Volt Amps 3.0 -Lumen output-fixture: 114 Im _:. SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 Fax (631) 765 9015 m 1�J6u.'.G.�.�..�:.�......9'01A kY`" "r'I u" `;,!;off,Y l f:arks I u W';' OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings October 14, 2021 Planner Southold Town Planning Department � 54375 Main Road '� �.:_. Southold, New York 11971 E u Re: Amended Site Plan for Premium Wine Group 0C 1 1 2021 SCTM #: 1000 — 121. — 06 — 1 S - � NannIhig Board Dear Mr. Cummings: �. ....._.._.._.� _._.... As per a request from your office, I have reviewed the Site Plan (Drawing SP-1), the Utilities Site Plan (Drawing SP-2) and the Site Details (Drawing SP-3) for Additions & Renovations to Premium Wine Group prepared by Nancy L. Steelman, R.A., dated August 11, 2021. Based on my review, the plans meet the requirements of Chapter 236 — Stormwater Management. If you have any questions regarding this review, please contact my office. Sincerely, 14 Michael M. Collins, P.E. Town Engineer OFFICE LOCATION: AIAILINGADDRESS: Town Hall Annex 00 R< P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) k Southold, NY t", Telephone: 631 765-1938 www.southoldtownny.gov OFFICEPLANNING BOARD TOWN OF sour OLD September 14, 2021 Ms. Nancy Steelman Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 Re: Site Plan Determination - Site Plan for Premium Wine Group Amended 35 Cox Neck Road, Mattituck SCTM#1000-121.-6-1 Dear Ms. Steelman: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, September 13, 2021: WHEREAS, this amended site plan is for the construction of a 1,860 sq. ft. building for office and storage which will connect two existing buildings on site, and the construction of a 4,402 sq. ft. detached accessory storage building with loading dock, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 sq. ft. on a 3.563-acre parcel in the LB Zone, Mattituck; and WHEREAS, on April 8, 2021, Nancy Steelman, authorized agent, submitted an amended Site Plan Application for review; and WHEREAS, on May 3, 2021, the Planning Board accepted the application as complete for review; and WHEREAS, on May 3, 2021 the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type 11 list of actions; and WHEREAS, on May 26, 2021, the Planning Board, pursuant to Southold Town Code §280- 131 C., distributed the application to the required agencies for their comments; and Premium Wine GroupAmended Page 2 Se tp ember 13,„2021 WHEREAS, on June 3, 2021, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; WHEREAS, on June 3, 2021, the Southold Town Engineer reviewed the proposed application and determined the site plan required revisions in order to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on June 7, 2021, a Public Hearing was held and closed; and WHEREAS, on June 21, 2021, the Suffolk County Planning Commission (SCPC) stated the action is a matter for local determination, and WHEREAS, on June 21, 2021, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on June 21, 2021, the Architectural Review Committee reviewed the proposed project and recommended items addressed by the Planning Board; and WHEREAS, on June 23, 2021, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on June 24, 2021, the Mattituck Fire District determined there was adequate fire protection for the site; and WHEREAS, on July 12, 2021, the Southold Town Planning Board, as Lead Agency pursuant to SERA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on July 26, 2021, Nancy Steelman, authorized agent, submitted approval from the Suffolk County Department of Health Services (SCDHS) for C-21-0119; and WHEREAS, at their Work Session, held on August 23, 2021, the Southold Town Planning Board reviewed the proposed Site Plan and determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold were met with exception of the submission of revised photometric information; and WHEREAS, on September 9, 2021, Nancy Steelman, authorized agent, submitted additional site plans and photometric information; and WHEREAS, on September 13, 2021, the Southold Town Chief Building Inspector reviewed and certified the proposed use as a permitted use in the Limited Business (LB) Zoning District; be it therefore resolved u mended Page 3 t ml� r 1 .,202-1 Fermium Wine_Gro... RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the amended Site Plan with conditions, on the site plan entitled "Additions and Renovations to Premium Wine Group" prepared by Fancy L. Steelman, R.A., dated April 8, 2021 and last revised August 11, 2021 , and authorizes the chairman to endorse the site plan after condition #1 listed below, is met. Conditions 1. Prior to endorsement of site plan, provide exterior lighting specifications in compliance with the provisions of Chapter 172 of the Town Code. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 2. Prior to the issuance of a Certificate of Occupancy, provide at least six (6) White Pines at 6' — 7' in height and spaced 5' apart along the north/northwest property line where there is a void in plantings behind the proposed storage building. This shall be maintained in order to satisfy the transition buffer requirement. 3. Any existing exterior lighting on site that is proposed to remain and not compliant with all pertinent fixture specifications in Chapter 172 of the Town Code shall be removed, disabled or replaced. 4. This amended site plan is for the expansion of office area not open to the public and the construction of an accessory storage building to support existing on site operations; 5. The landscaped area in the rear of the parcel and along the north and northwest property lines shall, be maintained at no less than 20' as a natural landscaped and/or vegetated buffer area as shown on the site plan, with no parking of vehicles or storage of materials permitted as consistent with the transition buffer requirement in the Limited Business Zoning District. Please also note the following requirements in the Southold Town Code relating to Site Plans. 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus Premium WinemGrgm-Amended. Page 4 e rj er 13,_ 6 2 1_ and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully �\ � Eau Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: , Applicant/Agent Signature: Date: __, 25235 Main Road, I Ili Cutchoue Y 11 (61) 7 Fax (631) 734 607 Address:TR&SOMMAM TOWN OF SOUTHOLD Daft Sq*en*w,8,2= SouthoW NY 11971 Re: Pren*rn Wine Group x For Review Pkme Description: As requested....... 1. One set of Light Fixture Key PlansLighting t Sheets Sets of Sitei r v l Drawings Ce I Vo Sincerely, Iti h' V) 2021 Nancy Steelman ICI ,i,�,i,),�,cj Boarcl ..,.� NM I I��� � qua .d E I V E D . SEP 09 20N LINE OF ROOF ABOVE f Ia Imm HANGING LIGHT-- FIXTURENEM "III HIGH WALKWAY I ^ LIGHTI'N AC NM .n • y C �r V ' .._.u. I I NM in I t Y 1 `III III,, I F .�pxy pp PAST. LINK LIGHT FIXTURE KEY PLAR V■ X I SCA NITS BARN LIGHT ELECTRIC CO. WILCOX SERIES 5P5-0158 REV E CHAIN HUNG PENDANT(CN) FLUSH MOUNT(F) STEM MOUNT PENCHANT(S) . ..8" —1,5 —I 1.47" J..—43 —�I0.8" VARIES 9 �0.675" T VARIES FO.675 T GOOSENECK( ) 4.7" L SHOWN WITH: 14 GOOSENECK ARM CORD HUNG PENDANT(C) 5".............,I' �...8" _.. I A VARIES C 13 SHOWN i UACCESSORY DEWS 8.25" 8" 4.3" Deli 1111 9" 10" 3.6" �...---- .... ..... _.._... D[111i*12 9.75" 12" 2.8" 11a25" 14'° 1.3" I N15 1235... 16" NIA DBW 20 16-25" 20" N/A . 2 _ _. .. e iF!°a}7•=J,£?3•} ��r,�,,aY'alr s,3bs•n _ L"�..::irr:tr'::r�3e r�aarc ..�na ��, II°j�Il��ry 44 ppppp �'V�OI'YIII i,�I�'�,Yr� m �i�„ 'I �I II � I i BARN LIGHT ELECTRIC CO. WILCOX SERIES SPS-0158 REV E : CERTIFICATIONS,LISTINGS&WARRANTY LIGHT SOURCE MADE IN THE USA INCANDESCENT Manufactured and Hand-Crafted in Our 60,000 Square Foot Facility Medium Base E26 Socket,120 VAC,20OW Max Located in Titusville,FL COMPACT FLUORESCENT CSA LISTED FOR WET LOCATIONS Bi-Pin-Basell24Socket,1.20V C,23W.Max Includes All Gooseneck,Stem and Flush Mounting Styles ACR is UL Listed for Damp Locations for Gooseneck and Stem Mounting Styles CSA LISTED FOR DAMP LOCATIONS Includes All Chain and Select Cord Hung Mounting Styles ACR is UL Listed for Damp Locations LIMITED WARRANTY For Additional Information on Our Limited Warranty,Please See Our Terms&Conditions UL CERTIFICATION UL Listed Fixtures Available upon Request.Please Consult Factory for Additonal information. CONSTRUCTION&FINISH POWDER COAT SHADE Hand-Spun from High Purity 3003-0 Temper Aluminum PORCELAIN SHADE Hand-Spun from 20 Gauge Porcelain Steel GALVANIZE SHADE Hand Spun from High Quality Galvanized Steel orfrom High Purity 3003-0 Temper Aluminum for 20"Size Shades COPPER Tian 3-Slau n from High Purity C11000M ti ETP Capper BRASS Hand-Spun from High Purity C2600-060 Brass POWDER COAT FINISHES Polyester Powder Coat Finishes Are Electra-Statically Applied and Thermoeured PORCELAIN FINISHES Applied by Hand and Fired in a High Temperature Oven STEM 1/2"Nominal(0.84"Actual)or 3/4"Nominal(1.05"Actual)Sch 40, 6063 Aluminum Mounting Stem.Custom Lengths Available upon Request. GOOSENECK 1/2"Nominal(0.84"Actual)or 3/4"Nominal(1.05"Actual)Sch 40, 6063 Aluminum Gooseneck CORD Cord-Hung Pendants Include 7'of Standard Cord or T of Cotton-or Cloth Cord+/-For Socket-Orientation CHAIN 4-Gauge Chain Complete with Quick Link for On-Site Adjustments to Chain's Length n:"s.r r.ss }f;r.•�iRr.�.,:�•..... ,... :il.> r�:i??,. .,•_ .s7`"=r::'Ta` _a:at b,•.s':`'� S.g .-:.. 1a.',eva�r^ _..,<•._ r y.Ea:.c e.Xx 3 D- SCAPE' Old world craftsmanship...tomorrow's technology' GAST Large China Hat Area/Path Light (CCHICB)i Product Info . r u off: CA,S T Iarqe ChinaI lat Area/PathIlll,,,I Rugged, Glare-lFree, and LED Description: This rugged solid bronze area/path light provides a soft glare-free illumination. LED conversion is c achieved with the CALE02 module. Features: � 1 Solid bronze hat and vase 1 Large Talon, PTFE coated Eurometai stake ll� I'll eawy-gau e copper stem 1 Optional sprinkler guard 1 Pre-wired with 35'tin-coated No-Ox`marine grade wire 1 High-temp socket 1 Spider Splice- ready Uses: Suitable for lighting walkways,planting beds,and > other areas. A.p 10 Construction: Dimensions: Solid bronze hat and vase; Eurometal stake; 24'tall x 9"wide heavy gauge copper stem;35'tin-coated#16-2 Stake:8.5" No-Ox marine-grade wire. Lamp Specifications: 24 ,. CCH2CB:12v Wedge Base Krypton(25w max.) (rot included). LED Conversion:CALED2 LED Module Listing: U.L 1838 Listed Low Voltage Luminaire for wet locations LED Versions:UL listed All Versions:RoHs,FCC Class B Conducted and Radiated �8 0 8 3.M R(w 00 FR, I wnnp ., w� w `,f;.P 01, 9 2 21 LU ng Boair€f ,l I 00 04 CL M 0 LL �u Do <93 oot i, If I I I I �f II I L `2 NC l_ST� Compact _ 'W allpack The small sized LNC2 is designed for perimeter • 30kA surge protector illumination for safety,security and identity. • Diffused Lens softens high angle output No uptight and low glare lenses offer neighbor for use at entrances or pedestrian pathways friendly lighting at typical mounting heights (standard with stock versions) of 8-15:Units have protective polyester finish " HI for long lasting appearance.Ideal for scheats, • Optional Battery Backup provides emergency o factories,hospitals-,waf>ehou s and retail app- lighting for the required 90 minute path of � �k � : eg ress cations.Energy efficient LEDs provide up to 80% energy savings with Little to no maintenance Photocell,occupancy sensor and SiteSync when compared to traditional light sources. controls available for complete on/off and With CS-Comfort Shield ;�rrf� J • Available in multiple Lumen packages, dimming corltraE a"i replaces up to 175w+traditional HID sources • Listed to UL1598 for use in wet locations • Features long-life(60,000hr L96 rated), • Made-to-order versions are IP-65 rated high CRI,3000K,4000K,and 5000K LEDs • e+ m 9 DeslgnLig,l"¢Lw Consortium (DLL gtialirfied, D ' All �•�� "'� • Includes quick-mount adapter Please refer to the DLC website for specific • Zero-uplight-(excludes prismatic refractor) product quaKicatiens at www.designlights.ciilg •ao00K and u mw CCU nntg With FT Prismatic Refractor fem pdamaw refractor) and SCP Sensor f ORDERING INFORMATION 1 r e r r e 11 LNC2-12LU-4K-3-1 29w 2662 120-277V 4000K 1@700mA 7.0 (13.3) FCC LNC2-12LU-SK-3-1 29w 2868 120-277V 5DOOK 1@700mA 7.0 (13.3.) FCC LNC2=12L9i-SK-3-1-PC-ti 29w 2868 120277V 5006K 1@7 0mA 7.0 (13.3) FCC LNC2-18LU-4K-3-1 42w 3806 120-277V 4000K 2@700mA 7.0 (13.3) FCC w ....... 1LNC2-18LU-SiF3-1 42w 4106 120-277V SOOOK 2@700mA 7.0 (13.3) FCC LNC2-18LU-SK-3-1-PC-U 42w 4106 120-277V 5000K 2@700mA 7.0 (13.3) FCC ORDERING INFORMATION— (BC PKG CODE) nil I LNC2 Small 9L 9 LEDs 3K 3000K, 070 700mA U 120-277V — Leave SCP4•1 Omipanry EHa Battey Backup LitePak 12L 12LEDs 70CRI Blank Sensor Unit with LNC2 7 CRI 035 350mA(12L 1 120V for down Programmable Heater(-30'C) 18L 18 LEDs 4K 0 $18L only) 2 208V P35 Prismatic 0 RI position (Dim) E' Battery Backup Refractor 5g 5000K, ® 1 3 240V NV7 Inverted PCU Unhersal Unit(0'C) 5 Prismatic 70 CRI 21 IES T lI 4 277V blCed Apo- P Fuse& -Type 1 /• tucell Fuse-holder Refractor P35 PrismaticAMv Amber 31 IES Type III 51 480. DB Dark bronze textured SWPI SiteSync (not available Refractor 41 IFS Type IV 347V Pre-Commis- with Battery BL Black textured Sian Backup) Fr Forward GR Gray textured SWPMI.7 SiteSync CS Comfort Shield Throw GYS G Smooth Pre-Commis- (N/A with (Prismatic sion w/OCC Prismatic Refractor PS Platinum smooth Sensor Refractor) only) WH WY1 to textured 2DR Duat Driver(]EL only) 1 IFS distributions only available with 9L,12L,and 18L versions CC Custom Color 2 Not aval sbtf wrftf,nctupanty wnsor battery woup or pn,imatnc retractor options 21PF Dual Power Feed 3 Must specify voltage f 120 or.277 utAy for f?.Efi,120,277 or 347V oniy for 5WP a SWPM (1SL only) 4 Mu 4 order mininvurrl tat or� emote corxtrrul to pro ram Immiriq wtdo s,0.1oV fu#V adjustable dimming writ axrtxnnatxt.tlm7ingl't r.ali srfnn and aiffcren't me decay 5eltin,o. , 20,277ip only+ $F Up to Sft mount height CH Surface 5 PCU option not appbtabpe included in sensor 6 18L-7DOmA versWoais only. fior avatiflabde vrft 2DR or 2PF options.Must specify group and zone information at time of order 20F Up to 20ft mount height Conduit Hubs 7 Specify time delay;dimming level and mounding height 8 12L-700mA version only 9 Only availaMe in 12L and 18L DIMENSIONS A B C. D E ..... � 4 5,54" 10.16" 6.33"r 7.64` 9.10" 140.8 mm 258 mm 160.7 mm 194 moo 231 Base PC BBU WEIGHT 311 0 lbs. .5 tbs. 4.3 tbs �,,. Model Sensor Models _ l 9wdRd unl With Smart orra" 1Mh 9eO•Y 8adu4 1 t .hubbetioiitdoerc f op-to-date mWiablitity faftnwition LED Semi-Cutoff Wall Pack Page 1 of GREENTEK ENERGY SYSTEMS,LLC i us wvv-w.GrectitekEiiergySystems.coni LISTED 3W PIN: GT SWP-35W-LBbcd-afK `. Note: GT=Company-name; SWP= Product series, LED Semi-Cutoff Wall Pack; 35W=Rating Power; L=line Voltage AC100-277V; , B=Lumileds 2835; V can be 'T or blank for Surge-Protective Device provided or not; V can be"R"or blank for PIR Sensor provided or not; d can be P or blank for Photocontrol provided or not; V can be any tiva letters to repres.erit lamp colors; 'W can be any two dgits to represent CCT. 40K=4000K,45K=4500K,50K=5000K,57=5700K a u? ➢ UL cUL certificate. ➢ IP65 Internal driver,input voltage 100-277VAC; ➢ No UV or IR in the beam; o ➢ Easy to install and operate; i. ➢ Energy saving,tong lifespan; 4° ➢ Light is sit and uniform, safe to eyes; dW ➢ Instant start, NO flickering, NO humming; ➢ Green and eco-friendly without mercury. 3. �".�p B p I I �V I I. d ➢ Entrance lighting,courtyard lighting; ➢ Industrial Iighting,Outdoor landscape lighting; ➢ Building,The hotel; ➢ Walt lighting area and so on. l LED Semi-Cutoff Wall Pack Page 2 of 3 ENEpGtl SYSTEMS Input Power 35W Lumen 4300-480OLM OPTICAL Lumen Efficacy 125-135 LM/W Color TenVerature 40",4500K,5000K,5703K CRI >80 Viewing Angle 110 Degree Input Voltage 100-277VAC 50/60Hz PF z0.9 ELECTRICAL THD s20% Driver Model China Brand Driver LED Type SMD2835 (0.5W) LED QTY 140 PCS Housing Aluminum(ADC12)+PC MATERIALSHousing Color Brown Cover Stripe lens Waterproof Rating WET (IP65) Optional Accessory Photocell/Surge protector/PIR Sensor Operating Temperature -201C TO 45`C Operating Humidity 10%-90% RH OTHERSStorage Temperature -40°C TO 80°C Storage Humidity 10%-95% RH Warranty Time 5 Years Size Qty/Carton Net Weight/Carton Gross Weight/Carton Outer box 400*300*320 MM 1 PC 3 KG 4.1 KG 4 i v I DRUMM LED Semi-Cutoff Wall Pack Page 3 of 3 ENERGYSY EMS WWWWANWANINNOW' ' Luminaire Property mmmm � ^ Luminaire Manufacturer: Voltage: 119.9 V Current: 0,298 A Power. 35,1.3 W .Power Factor: 0.984 ResultsPhotometric IES Classification: Type IV Longitudinal Classification: Very Short Total Rated Lamp Lumens: 4732.9 Im Measurement Flux: 4732.9 Im Efficiency: 100% Downward Ratio: 93% Upward Ratio: 7% Luminaire Efficacy Rafting (LER): 134.77 Central Intensity: 1340.04 cd Max. Intensity: 1846.33 chi Pos of Max. Intensity: H90 V43 Luminous Intensity Distribution Curve The Average Illuminance Effective Figure 150 ISO 135 135 120, 120 90, ., ;90 — am.nuru 9.A7"tAL0%41 75 3 75 9-am 4 a1x 1 4u �, a ,�, i 624 1/aw m 1'3a'. Ertt.1ksru ..�.l,k.9a"...�� ' ....m�.�.�... �a9�3rar�w�.mm„. . E�IA�M A P1 I 1 M1C$'d'B 4d@+� nd�m 45iS R45 V" .A1 30 307 , 30 BAR, i5 O 15 14Unt Unit: cd Average Diffuse Angle(SO%): 111.511 Z CLNIJ Z4 k0A.-n CO-C184 -C270 —-- - C43 ftk n�Mad E m Ades*r t4,W ii on 4_1� No u uiN A Please turn off power before install or change assembly parts. ➢ The input voltage and lamps should be matched, after connecting the power line, 14ease make sure the wiring section is insulated. ➢ No-professionals, must not install and disassemble the lamps. a � oY ,�Ui drip 9 s( Troubler Check points ............. ®® ..... Flickering of the light Turn off the power and turn on again in 3 minutes. If same phenomena occur,then call agencies. Out of working Please check the connection. OFFICE LOCATION: NIAILING ADDRESS: Town Hall Annex i QF SO P.O. Box 1179 54375 State Route 25 Southold, N5' 11971 (cor. Main Rd. &Youngs Ave.) Southold, NCI � s� Telephone: 631 765-1938 www.southoldtownny.gov y w OFFICEPLANNING BOARD TOWN OF SOUTHOI D MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner From: Brian Cummings, Planner ' Date: August 27, 2021 Re: Use Certification Premium Wine Group Amended #3 Site Plan 15 Cox Neck Road, Mattituck SCTM#1000-121.-6-1 The Planning Board has found this Site Plan Application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This amended site plan is for the construction of a 1,860 sq. ft. building for office and storage which will connect two existing buildings on site, and the construction of a 4,402 sq, ft, detached accessory storage building with loading dock, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,,585 sq. ft, on a 3.563-acre parcel in the LB Zone, Mattituck. Your certification is requested by terlfaer2g21. If this date is not feasible, please contact this office directly. Thank you for your cooperation. Encls.- Site Plan Application SHE., Plain OFFICE CATION: r MAILINGSS: Town Hall Annex � P.O. Box 1179 54375 State Route 25 i �� , , Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephones 631 765 1938 Southold, NY a vww.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUT OL MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Planner`6� Date: August 27, 2021 Re: Proposed Amended Site Plan for Premium Wine Group Application Name: Premium Wine Group Amended #3 Tax Map Number: 1000-121.-6-1 Location: 35 Cox Neck Road, Mattituck Type of Application: Sketch Subdivision Map Preliminary Subdivision Map Final Subdivision Map Road Profiles Grading and Drainage Plans Other Site Plan (Dated: 418/2021) Revised Site Plan (Revised: 8/11/2021) Grading and Drainage Plans Other (AS BUILT) Project Descriiptioln: This amended site plan is for the construction of a 1,860 sq. ft. building for office and storage which will connect two existing buildings on site, and the construction-of a4,402 sq. ft. detached-accessory--storage-btuil i -withr-loading-dock —-- - and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 sq. ft. on a 3.563-acre parcel in the LB Zone, Mattituck. Thank you for your cooperation. .._.._.�...-..--.q ......_ _ �� _ . 021 Page 2 Southol _Town Planning Board,Work Session_— Aur ust 23. 2 Project Name: Travelers Street Affordable SCTM#: 1000-61-1-9.1 Housing Location: 53315 NYS Route 25, Southold Description: This site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). Status: Pending Action: Referral Review Attachments: : Staff Report Project Name: Premium Wine Group Amended 3 SCTM#: 1000-121-6-1 Location: 35 Cox Neck Road, Mattituck Description: This amended site plan is for the construction of a 1,860 sq. ft. building for office and storage to will connect two existing buildings on site; and, the construction of a 4,402 sq. ft. detached accessory storage building with loading dock and the construction of twelve land banked parking stalls where there exists two buildings totaling 20,585 sq. ft. on a 3.563- acre ,parcel in the LB Zone. Status: Pending i, Action: Referral Review Attachments: Staff Report Project Name: Purita Winery SCTM#: 1000-51-3-4.3 Location 19110 Soundview Avenue, on the n/s/o Old North Road, approximately 286 ft. w/o County Road 48, Southold Description. This Site Plan is for the alteration and expansion of existing buildings into a new winery totaling 6,304 sq. ft. which includes 267 sq. ft. of office, 347 sq. ft. of retail, 3,249 sq. ft. of tasting room, 671 sq. ft. of storage area, 1,770 sq. ft. of production area and stone terrace with 25 parking spaces on a 3.7431-acre parcel in the A-C Zone. Status: Approved Action: Review Approval Extension Request Attachments: Staff Report Discussion: Site Plan Use Determinations (SPUD) o Lenz Winery Restroom, 38355 Main Road, Peconic, SCTM#1000-85-2-17.1 s ZBA Request for Comments: Rizos Paliouras, 65795 CR 48, Southold, SCTM#1000-40-2-6.4 DUE Oct. 28, 2021 ❖ Town Board Request for Comments: A Local Law in Relation to the Zoning Map by changing (revoking and reverting) the Zoning District designation of SCTM#1000-12-1-1.2 (property known as the Battery Barlow) from Affordable Housing District AHD to Residential Lbw-Density District on Town Board own motion. DUE Sept. 18, 2021 Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date August 23, 2021 Prepared By: Brian Cummings I. Application Information Project Title: Premium Wine Group Amended #3 Applicant: Premium Wine Group; Russell Hearn Date of Submission: April 8, 2021 Tax Map Number: 121-6-1 Project Location: 35 Cox Neck Lane Hamlet: Mattituck Zoning District: Limited Business — LB II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 3.56 acres Building Size 20,585sf existing; 5,384sf proposed III: Amended Site Plan Description: This amended site plan is for the construction of a 1,860 sq. ft. building for office and storage which will connect two existing buildings on site, and the construction of a 4,402 sq. ft. detached accessory storage building with loading dock, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 sq. ft. on a 3.563-acre parcel in the LB Zone, Mattituck. Approved April 11„ 2006 for 5,061 sq. ft. building addition for office and storage proposed to connect the existing two buildings. Site planexpired in 2009; Extension received inww201.4 along with SCDHS approval. This building addition was never executed. _._ _. - IV: Analysis A. Pro os d.- a. 60'x 31' ( 1,860 sf) Winery Addition (previously 5,384sf) i. Includes new office and storage space b. 4,402 sq. ft. detached accessory storage building with basement and loading dock I i. Employee use only. Building to be located behind existing gate and fencing that encloses the winery operation. B. Zoning Board of Appeals ZBA a. File_#5784 Relief Icctmuested: Proposed building shows 60' of frontage to CR 48; with connecting buildings would be a proposed ±180' of linear frontage to CR 48 i. Variance Granted: December 1, 2005 b. staff ldate: The ZBA adopted time limits on variances in October of 2014. Variances granted prior to that date ran with the land in perpetuity. In a letter dated March 21, 2021, the ZBA acknowledged that "since the proposed addition is the same width as the original addition, and the proposed depth was never before the ZBA, the prior relief is still in legal force and effect. C. Bulk Schedule/ Code Re uirements: LB Zone a. Lot Coverage: i. Max: 20% ii. Proposed: 17.3% b. Landscape Area: i. Min: 35% ii. Proposed: 55.6% D. Public Hearing: held and closed„ E. Referrals: Mattituck FD, Town Engineer, Building Department, LWRP, ARC, Fire Marshall, Code Enforcement, Town Board; Architectural Review Committee (ARC) The ARC approved the application as submitted pending the submission of the proposed roof line section via revised site plan, narrative or other submission to the Planning Dept. Staff: a revised building elevations plan that includes a sectional of the subject "link" building addition has been submitted for the Board's review; 2 Office of the Town Engineer Site Plan (Drawing SP-1) and the Utilities Site Plan (Drawing SP-2) for Additions & Renovations to Premium Wine Group prepared by Nancy L. Steelman, R.A., dated April 8, 2021. Please have the applicant submit revised plans that addresses the following: 1. Show the location of the test hole on the Utilities Site Plan. 2. Provide drainage for the new asphalt parking area. 3. Provide contours or flow lines on the Utilities Site Plan that show how stormwater flow will be directed into the drainage structures serving the new asphalt paving. 4. The final plans must show details for all new design elements including, but not limited to, asphalt paving, concrete curbing, concrete sidewalk, concrete pads and drainage piping. 5. The final plans must show the location of and details for all erosion and sediment controls including, but not limited to, the construction entrance, perimeter silt fencing, concrete washout area and soil stockpile areas 6. 1 recommend that all leaching pools not equipped with an open grate be provided with solid cast iron clean out covers to grade to facilitate future maintenance. Staff: a revised storm water management plan has been provided and is referred to the Town Engineer for verification; Fire Marshall No comments or concerns regarding the proposed project; Mattituck Fire District No comments or concerns regarding the proposed project, there is adequate fire access to the subject site; Local Waterfront Revitalization Program (LWRP) The proposed action is CONSISTENT with the LWRP Suffolk County Planning Commission (SCPC) — matter for local determination F. Staff Analysis: a. CDH5_Aoroval C-21-0119 obtained July 23, 2021; b. No exterior lighting information has been provided, the applicant should clarify if any exterior fixtures are proposed and provide specifications pursuant with Chapter 172, c. Transition Buffer: i. This Limited Business zoned parcel abuts R-80 zoned land to the north/northwest, which requires at least a 20' transition buffer between the property line and operations on site. Through the use of aerials, it appears there is existing vegetation along this property line but it is unclear if the vegetation is on the subject parcel or adjacent; li, Sufficient plantings or screening (i.e. staggered evergreens, berm, stockade fence) be maintained in order to satisfy the transition buffer requirement; V: Planning Board items to consider 1. Accept the recommendations of the LWRP; 2. Accept the Engineer requirements and refer the revised drainage plan for verification; 3. Provide a Code compliant photometric plan for any proposed exterior light fixtures on site: a. Total lumens on site shall not exceed 89,000; b. Foot candle values shall not exceed 0.05fc along property lines abutting a street or residential zone; c. Foot candle values shall not exceed 5.Ofc on site; d. Fixtures are to be <_ 3000 Kelvin (2700K recommended for LED); e. The applicant is encouraged to utilize lighting only as necessary on site, and using motion sensors instead of leaving lights on all night. 4 August 11, 2021 w Mr. Brian Cummings 21 IAUG 0 Planning Board Town of Southold ,_ ova a1a�lrm�� Baa rd PO Box 1179 Southold, NY 11971 Re: Site Plan Approval Premium Wine Group 35 Cox Neck Road Mattituck NY 11956 SCTM #- 1000-121-06-010 Dear Mr. Cummings, As noted in your email dated August 5, 2021, the Architectural Review Committee and the Planning Department has requested clarification of how the roof of the Link meets the roof lines of the two adjacent buildings. The roof of the proposed Link is considered a "shed" roof which will match the "shed" roofs lines of the two adjacent buildings with the same slope and green metal roofing. I have enclosed Revised Building Elevations with additional notes and a Design Section through the new Link structure. Please get back to me with any additional questions but I believe this Letter and the new Section will best explain the roof at the proposed Link. Sincerely Samuels and Steelman Architects c cy�belm n p R AEnclos` es FaRC.11L..0 III..(.,.4....4 2423,3 MAIN RC:9f 11) (:4.J4�:II—V1)4a4.1'V::,4�11:: �°G.911�11< 14°�`'y4y 25235 ai n Road, IP I'I,p�► (r ! ilv u;,yui!;N!'�IV! 'i+I l,r;l Cutchoue NY 11935 " • V (61) 7 Fax (61) 734 607 E .... .... .. TRANSMUTAL "1 2, 2021 SA1In,,iEmi "r, I ato August 12,2021 1179 cc: SoutholdINY11971 Re: Pfflmiurnwinemoup - x - - - m .__ ! Pkme - Description: 1. One set of revised Sitei' i additional information details as requested the Town Engineer., SteelmanNancy 25235 Main Road, Cutchogue NY 11935 Samuels & Steelman (631) 734 6405 Fax (631) 734 6407 AM THABOM To: PLANNING DEPARTMENT FVC= Nancy Steelman Address: TOVWN OF SOUTHOLD Dates July 21%2021 P.O. Box 1179 CC: ld NY 11971 Re: Premium VVim Group ( Urgent x For Description: ' 1. SCDHS -Approved Site Plan rv�1 PP Rµ�" VED i Nancy Steelman -sont� i� 'd ai nn� n I�oard Elizabeth Thompson, Chairperson Town Hall Annex Ronald McGreevy 10 .t0 54375 Route 25 Reynolds duPont,Jr.,Fishers Island Liaison wN PO Box 1179 Anne Surchin,Historic Preservation Southold,NY 11971 Commission Liaison ' wr Fax(631)765-6641 .. I --------- : -Telephone:(63-1)765-1892 ------- RECEIVE _ www.southoldtownny.gov f�,) 2 1 2 Town of Southold Architectural Review Committee 8`61'001_0 tl'd iOW1 Minutes Nanirnuao ; 3oan„m„ .......m- June 10, 2021 at S:OOP.M. Members Present: Elizabeth Thompson, Chairperson; Ron McGreevy; Anne Surchin; Brian Cummings,Town Planner; Elizabeth Cantrell, Secretary The minutes for the April 16, 2021 meeting were approved. Introduction: All applicants will give a presentation consisting of drawings, exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes, and be made part of the Planning file for that application. The Planning Board will consider these recommendations,together with all comments from other agencies, and provide the applicant with a comprehensive written list of its requested revisions. Amended Site PlanAp lication: Premium Wine Group Amended#3 SCTM#1000-121-6-1 This amended site plan is for the construction of a 1,860 square foot building for office and storage which will connect two existing buildings on site; and the construction of a 4,402 square foot detached accessory storage building with loading dock, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 square feet on a 3,563 acre parcel in the LB Zone, Mattituck The Committee reviewed the proposed site plans and are requesting additional information prior to a determination in order to clarify a contradiction between pages SP1 and 2, specifically along the south elevation of the existing plan. The Committee is requesting a detailed roof plan of the new winery addition and how it intersects with the two existing roof on the south elevation. Motion made and seconded. All Ayes. New Site Plan Application:, Hard Corners Southold Mixed Use SCTM# 1000-61-4-1 This site plan application is for the proposed mixed use construction of a two-story, 7,812 gross square foot building fronting N.Y.S. Route 25 with 4,983 square feet of retail on the first floor and three (3) 1 affordable housing apartments totaling 2,829 gross square feet on the second floor and 30 parking stalls; and four(4) 1,597 square foot residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB)Zoning District. The Committee reviewed the proposed site plan and are making the following recommendations. • Show correct setbacks to three front yards at 15ft, one rear yard at 25 ft. • Bldg.#1 to be revised to fit within setbacks. • Submit signage, exterior color& material selection as well as exterior lighting specs for Bldg. #1 • 20 foot buffer is suggested between houses and parking lot • Every effort should be made to save existing large trees identified on landscape plan • Cluster zone bldgs. 2-5 to preserve landscape and provide best views from individual houses. • Provide one sanitary system for bldgs. 2-5 to meet new waste standards. Locate in low area of site as possible. • Where houses face the street, use minimum setbacks in keeping with town character. Buildings 2-5 Plan & Elevations: • Where houses face the street, add useable front porches in keeping with town character. • Add more and larger windows as shown, including living room bay window. • Modify typical house plan, as suggested,to improve and clarify primary and secondary views. • Submit varying color schemes for each house. A recommendation was made that the project be resubmitted. Motion made and seconded. All Ayes. Elizabeth Cantrell,A.R.C.Secretary 2 -- w_ w _... _. ._ . ..... _... .......... ..._.�_..... ...._.. _. _ ....... _.. ........_.w. a i I 0 i q 0 h � r 1 , µ n� f 4 � M t I J 1A, i OJ _ 4�1 1'4N r9 ,•. u r ° r v3 tl r4 ��A n u i h M � 1 � I s I µ t � I Y 1r ............. ........ LO -el m� Ll pill, ... .......... OFFICE LOCATION: ADDRESS: Town Hall Annex OF SU P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) rw" Southold, NY Telephone: 631 765-1938 {{ www.southoldtownny.gov . CAUNTV, PLANNING BOA]RD OFFICE TOWN OF SOUTL June 9, 2021 Ms. Nancy Steelman Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 Re, Public Hearing — Premium Wine Group Amended 35 Cox Neck Road, Mattituck SCTM#1000-121.-6-1 Dear Ms. Steelman: A Public Hearing was held by the Southold Town Planning Board on Monday, June 7, 2021 regarding the above-referenced application. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Respectfully, U)az Donald J. Wilcenski Chairman ,S`ubf.i2CSS10f1- fflitI out Cl COi;GJ' C etic�" IZE �r-- w... ...."."� __��.."". Sender: 0 4 2021 Subject: GraA-q __._ ....._. ua nNr �.�Board."_......" SCTM9-. l000 Date: (-Q 14'I o'2 Cornmeats: ` air �r i cv.HZ 0J 6 ccV a 9�aAe- ° gee ca5 Cec�tisne(� ma`s �2C�� AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: Premium Wine Group Address: 35 Cox Neck Road, Mattituck NY 11952 Land Owner (if other than applicant): PWG Wine Company, LLC Land Owner Address: Description of Proposed Project: This amended site plan is for the construction of a 1,860 sq. ft. building for office and storage that will connect two existing buildings on site; and, the construction of a 4,402 sq. ft. detached accessory storage building with loading dock and the construction of twelve land banked parking stalls where there exists two buildings totaling 20,585 sq. ft. on a 3.563-acre parcel in the LB Zone. Property Location (road and tax map ft 35 Cox Neck Road, Mattituck SCTM#1000-121-6-1 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-113.-7-19.42, 19.38, 19.33, 19.34, 19.40, 19.37, 19.43, 19.39, 19.36, 19.35 Marratime Cap LLC, 71 15' Avenue, Sea Cliff, NY 11579 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. gent Signature�- `.Appl"i . � g "Date�t AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as C �� by placing the Town's official poster notice(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 at least seven days prior to the date of the public hearing on z11; 1 have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of 1eord of every property which abuts and every property which is across on cj 2 i 2C� . P m - w p. You slam rn nature/°-;. :_ti , za z:E �,, �.�,, '," Address Dat Notary Public LAUREN M.M11K Public,stale Of No,oImC6 42308 ,�Expiresuin m 23 PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:00 noon, Fri., 6/4/21 **************************************************************************************************** Re: Premium Wine + roup Amended SCTM#: 1000-121-6-1 Date of Public Hearing: Monday, June 7, 2021, 6:01 p.m. From: Palmeri, Allison Sent: Friday,June 04, 2021 12:13 PM To: Michaelis,Jessica; Cummings, Brian A.; Don Wilcenski home (dwilski78@gmail.com); Lanza, Heather; Mary Eisenstein (pbmary@optimum.net); Rafferty, Pierce; Rich III, James H; Sidor, Martin H;Terry, Mark;Wilcenski, Donald J Subject: Premium Wine Group Amended 3 - Hearing Mailings Good Afternoon, According to the evidence received,the mailings have all been sent correctly regarding the upcoming hearing for the above named project. Thank you, Allison Palmeri, Part-Time Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email: allisonp@southoldtownny.gov i Notice to Adjacent Property Owners Premium Wine Group Amended #3 35 Cox Neck Road Mattituck, NY SCTM#1000-121.-6-1 V1, 113.-7 .19.42/lWyahx)n IV states L L %12. 111 14-8 Al 11.1-14-9 A o R�3 A5. 121 - 51 2 A. 12'L-5-3 I c w p .E OOC 0° oiiiiiiii umi^um 0 II II m"CS ❑ O O > dd-0 Ioul uuu Q Q O > ZLn �� o o• () r 1 •o h�'°'m m 0 w` i c c w ww E 3 c 0 mm �mm m CNI 'II6 a.mcc m¢ 000 e ❑ Rl larfitouwd 4rti�! ¢ra $3.60 e m �• > 0^ 1 ., e fa:+4i c '�zh.rli�:r iy NVM xiac l a b y H wx;9�„a�srn•e 'a �.flrr�rr7 fNVovt uruVla�x, qo,O a�rV. . ��p qll lu^mn lltnu�dp; ailr^a lu'+xtilY V�4.p� �', n w l > p iPnmB llw7,ud 11 kWO Nirr,➢ll rnYuruuV I y i -tlnSMxp - r'� m [J+'9wuYV Srpalum �+, ��� 'N �_� 9Xull Agna.lurrr Plu Gnu lma 11 llvr8h.uu;V$:_._.....�......... m > > ..... o e — o U r otl ntl Pau:mti■area andF El Al, �' (-) p eel Saw),� � m � � W — r a �— — o ( 3 � o e a) O CO .p (V a� -- N 10 o �.2 :5 d CO v CO ccn a N N T7 ❑ y O of o[ E? ° 110 0 ElU U C4cl.❑ m m o o CC orb c c E E c �•- E o a¢Qovb'05ac d m m c % = mY— E co — O C-- SEEMr E� ❑ 2 ■ T+' +. Q � N Z M ® E c+, HOC o o pLL E ® Z as m o m _> a • r=1 co Ci p a m.� c m d a N U a. ID T — m LLI 'C erha v rcn �002�0 11 G3 a� m pVuV1u III • 12 III ul III Vo u�o uluouul uuuuuulillll ❑ ❑❑ 11 Fill fU � o ■ MINU ■ f p�` v crGW4lra fi E tl1 ru1 .�ti 15�� y ' I � w w x^rc �, • Oa� � / � O .�p co 4 � w W fU crn Q oC w .0 O E 0 O p [ 14rcori urcr PP^r V1 rT Q7wai Yaa pu tl . _ O U) p I CrcaYiuu�n P'Nnrc rcrlll t Qnl CuwriroCa�rp A d ._ i t D ft ei Jul Ile y � Y E N LO p .u ru Pntia"nP I�I I V tlua 9uPa 1.and Drcr@'awar+ ...�-.. 9 .�,. ,m:. 1 r`y"�a fdb W O U O O +n' Z co p J4 ckGaVH'IigyVtrzt��uwa 11 Nars�IrcVrl-11"atlwranoyv Pa „ a .L.. C� 0 N a a� ^" w. r,N dfl a i r a s — a _ co N o, $l7 rmg, 0C = No >, _� O m p ' d P � �..._... � � � �� � — 7tl� "r�'«*P R d ra <r F us e°. CL C a 9A t: LL d 1 _ cc a �� ¢ €Em ir Millis= 4 O a) pz _� o o � uc d >_ 11 R 11 1ru 2 T � m� '� nj (U 3 0-- macl cc cc ON a i 1 E ❑❑❑ ❑❑ ❑o tr@l@gtArq 7n;9R F qR I 3 r 73 O �4AV' ^kti Mi`7(c"ram9f Mf .. 1:3 �P�t[at�uri r IGdaart,r^V101 a°auu9vn¢u r N N a O 0 P&uPGuiu VC¢sa m!A@ar1erL.wifk"MnIG ,, ,Br ,; q rr p II q Q avo2lfllerq ttv7rkrll Restricted 11113811iW,iy $ O VArleVkk Ca �. oI¢ qmIh_I„ r prose 1 m DU Tye o 0 C _. ._.—._._._._._. .......- 0/25/2 1 / > H m r o —— cmi �' o � >� frI �bT�q Il�auub9�q�u��IruaA WWs - � -w ®21I Na 6 w r5❑❑ ❑�7d e�' � - � . O �C\I CD II gV �ill�J e d ■d��"wu�l a N O c0 4 N O a p, .... `*wM,, y' N y I r- c >v a� N m m 0 0 a C'j V) c1°i n - moo "' ~9 ¢¢ o rz° 4a _ m ca ,qCC) CD r C\j �m m Z>c 2.1 .c P 0 h7 ,� U co N I >' U E 3 °m IPA rn rn m y Q a) - ■ r I,». a a -o-a m > m� mm h a ID -a � a amm®¢'-' Q t0 •� _N c c�2 c c��o ....Vv:� m ® m ¢ m=wp llc m ❑� co-000 uW dV Ili ■"' °1 uiuu c00 ch❑ ❑❑ Ir u lmm ul a co CD CO CL 1 f A I N V _ ,,,,,,,,,,,,,_,,. — O Caftifled NMal.l N enact ...�. .... caa 09} ® w O E co N N N �_ M _ _ l_wa�Arcr a uwYrurr, ,A"a 9¢, ,Wm�a�u A�'LAhba r, aw,f � �+� I '"' O � (�(�� � � �' c � OC rtuuar 68r'aa•:�plyrl'gPi�uuxucaapaq .A, O a- UJ V`l) a to ',.dV@cawrirr V�afC�¢ri AQaaVerC�u�anOrq ^,b" ,�_ T"enr42ar1ns fNq Y 2 Z N O dA veollgl^Algr tlll Vi ti.:krscd 4laJYiivc+uW ,r qA M N U U \ O ran O Z � % \ \ II duYl w„yrarnPaurau lld�¢V�Iir R,R $..�.. �I- n Q �.l L C rdiJur u��in�rus+uuz,uvV.t^Gub rcJtu i N O co j N �.. Ir i b u �� s S!z O ,. O '_r. CD va? N a �� - �" N �7 O h rdN, gyp, ..... �+ 2 O � � � � N E 7 F� a� d .., g N _ _ W., erg$ � � � T— Soni (T'I �JI�^uASuVdUgo areuA� a �" � �eCk � � y � d= � �—� " ..... ........ a 3 t LO 00 J hut.Na.or � P. __._ Q � O � � O � � - � r'�rh" y O Q Q LL �� a w w �.d �, @ �T ■�I�O ml III i � � N �d �oumu Illlllli' .,y d'''fl iwm Illmm II uum�w iiiiiiiii ouuiii �m�u U-) lily uuuu Ln ti 4rl dry rg ,A n �.. o c c 4¢rrddlCvcWCS 3�611� 0931'i. .....� ar7 ; ® o o p N U [` rn a � €� m 6:aa9wa"va^a6BVG"'hw7Yry fau:Y.y M4.r,�ar�'rd Vu?"ii �u�Prv! �'� O)'"ow1' O w cfi Q yy'-=C-� O y�ry Z g o o p .Q P Y Yau o 0 pr a apul:ro&(nrerrst aaVYzVYW ._._. , ❑ b..I "O' ❑ ❑ 'm UU .. II.I II drmBuair�ro 11 do t�zti,,rV QsNr rdvas�rrV'c.? ttl' ,,,, �_ Il mau xfl llmli�Gw.Vi4G N O aT.P lChaatlalaiYt d nW�adflcal u'a Y pPA VIod ymWcvy W % Id' p d hiakirmim5 tlCWslr®Q flrklww.w U 00El 0El o o v,l,ey ❑ Er $I I 75 m > o d C] W II i 7 7j > rr 7m C� 5�2�21 D E d m ft I 20 i���1'�Y�ft;ld1 �E�N��I�N$GkkV a..a ................... ........�...... ........�......._ CO LLG p lera ara a41, q} N y m Cµ 1, 2 rn .. o o��a "''a w �.»� n u'��I. ��..ti,m a y»w,�• ._ �i�9'2mwa a> > _o o • cd v ma vs❑ rt 0 01: uuuu � u m u�� a I d IJ'« mmn uumu m uuw fU rq Lrl 0 m � o > (0 C] 'EC—a Ir p a .n r t N � 0 . py'Ic Surd Cl,D A 1 AAA:(check Graan addD4a dJtr, su owP 4/d LO Y ."' "' N �. p Z p I II'uaali a iro Y"s o01:'4 QVuau.A vay.iyfl a O p oa p gc:arry tla ,flst,lrlYrww,ulr.ov ✓ .: � G YNrcrr ' ` ' N ,. "�`�"' p .W ,ruuiYt norgroaD6BoivM Id tztl alum,u 5 a N v +� u $ p CO p A b ra�Uugpi7aauui m rr r�r��rv3 a a�s���y _.�..... a. o co a) u T N e 0 >. p 9 rr s iF Lzml s 20 LO � 3 say Un v�iQoM ¢ LL p SRr ,,. _ rrar dwdc� o � mWall � IIIIII�IBE II"""' II��I ifUm IIII u � r fLl ni MQ , r ' UIIO � r � Ca wGCd J p IMt Puarorl WA f � OI� Mall w�� fw � . 14 r r';daaary'hrvo rxcdsV drerarPf k'I ,� �.w1P,.:a fuil4 Gk I�r C.y fa,f .;rows {a1m'N []Ilar;4uui in yrti mIlivt COo,ldCCM@ ,...,�— tl r iW, p ! �S'u�faa�w lR acullljpC Qh au Gc.urray� ,> yfl a .. � � p d;Sr.rp�tli ca:I eaall P z.atiucta p II Vi�v m v„,,,,,,. y v hiv9 v �eN p q 0"lar ,UlfIr d Y .IIl yr^Ilr cG rdflp �I.ryV 7 of estrI cued 11 r ,., r p q r¢wCutrractl ihP ull V8m tiuor h nG P1mYXlv¢ur r Wr .A �_.T.,,,a _,r jflk wl 1 p U�'{urRU01 tl III YS Ph � � � y � N-d�laru � p I � A taullk oucV:vm Odvi�uIlWA w x�du�fll .ayvi zh¢isaa VC daulwu^c1' ` _�.w1JDL ?alt nGgi yi ur�an KGro„rm1ntacfl V:➢ r!aDa�+ ,.. p Adu[G is 1jj c,LI irVatk DoWv avy$ 'z q ,duuauGaava, � > P Vr p ll¢atzwl Ilia w vvaa¢cvma# IJ!7-5 I u��rw wY a M'81`!"u.A ......�..—,.. _ ,.. 1 w. fyI o- Hrela nw 20 �"���rl �r+ry�"� r Er �' ... ..._.... p ctr � v� _ y �ra y M ...C.2' � ........ ..._......� i,6 SCOTT A. RUSSELL `� ������� MICHAEL M. COLLINS, P.E. P� SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD � TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 � Fax (631) 765 9015 �'uilg ,G,R,;;d,y.'y,V� tl"TDB V kr w,rtd;�'1aa 4Y'SMO9,16YJ"�1„��1,i°G !1s OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings May 28, 2021 Southold Town Planning Department 54375 Main Road " 11 Southold, New York 11971 1'�EC E I . Re: Amended Site Plan for Premium Wine Group JJJB\l 01 43 20 21 SCTM #: 1000 — 121. — 06 — 1 _d y�aaPl`I'n k�l '�'d�a� in ["a:arn.ra.�n*.�.....�3o a(j Dear Mr. Cummings: �._.. __.... As per a request from your office, I have reviewed the Site Plan (Drawing SP-1) and the Utilities Site Plan (Drawing SP-2) for Additions & Renovations to Premium Wine Group prepared by Nancy L. Steelman, R.A., dated April 8, 2021. Please have the applicant submit revised plans that addresses the following: 1. Show the location of the test hole on the Utilities Site Plan. 2. Provide drainage for the new asphalt parking area. 3. Provide contours or flow lines on the Utilities Site Plan that show how stormwater flow will be directed into the drainage structures serving the new asphalt paving. 4. The final plans must show details for all new design elements including, but not limited to, asphalt paving, concrete curbing, concrete sidewalk, concrete pads and drainage piping. 5. The final plans must show the location of and details for all erosion and sediment controls including, but not limited to, the construction entrance, perimeter silt fencing, concrete washout area and soil stockpile areas 6. 1 recommend that all leaching pools not equipped with an open grate be provided with solid cast iron clean out covers to grade to facilitate future maintenance. If you have any questions regarding this review, please contact my office. Sincerely, o, < Michael M. Collins, P.E. Town Engineer From: Baylinson, Lester Sent: Monday, May 31, 2021 2:44 PM m I „ To: Michaelis,Jessica; Cummings, Brian A. Subject: Premium Wine Group #3 TM# 121.-6-1 J (0�1 1 HI,TM#121.-6-1 Premium Wine Group#3 has no open violations, Ok to proceed. POaa 1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex SOS P.O. Box 1179 54375 State Route 25 �� " , Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY , Telephone: 631 765-1938 www.southoldtowrniy.gov q, PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector James Easton, Fire Marshal From: Brian Cummings, Planner Date: May 26, 2021 Re: Proposed Amended Site Plan for Premium Wine Group #3 35 Cox Neck Road, Mattituck SCTM#1000-121.-6-1 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This amended site plan is for the construction of a 1,860 sq. ft. building for office and storage which will connect two existing buildings on site, and the construction of a 4,402 sq. ft. detached accessory storage building with loading dock, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 sq. ft. on a 3.563-acre parcel in the LB Zone, Mattituck. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, 1000-121.-6-1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 � � ✓ ` Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) A^ " " Telephone: 631 765-1938 Southold, NY www.southoldtow-imy.gov a' UNTI PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planner,---� Date: May 26, 2021 Re: Proposed Amended Site Plan for Premium Wine Group 35 Cox Neck Lane, Mattituck SCTM#1000-121.-6-1 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This amended site plan is for the construction of a 1,860 sq. ft. building for office and storage which will connect two existing buildings on site, and the construction of a 4,402 sq. ft. detached accessory storage building with loading dock, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 sq. ft. on a 3.563-acre parcel in the LB Zone, Mattituck. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, 1000-121.-6-1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex l P.O. Box 1179 54375 State Route 25 � + ° Southold, NY 11971 t� (cor. Main Rd. &Youngs Ave.) ,U ? Southold, NY , Telephone: 631 765-1938 www.southoldtownny.gov • 5 'rm ..ram PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 26, 2021 Mr. John Harrison c/o Mattituck Fire District P.O. Box 666 Mattituck, NY 11952 Re: Request for Review on: Proposed Amended Site Plan for Premium Wine Group 35 Cox Neck Road, Mattituck SCTM#1000-121.-6-1 Dear Mr. Harrison: The enclosed Site Plan Application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This amended site plan is for the construction of a 1,860 sq. ft. building for office and storage which will connect two existing buildings on site, and the construction of a 4,402 sq. ft. detached accessory storage building with loading dock, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 sq. ft. on a 3.5 3-acre parcel in the LB Zone, Mattituck. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, r Brian Cummings Planner Encls.: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex So P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ' Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov Co(f , ` . PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, PlanneQ Date: May 26, 2021 Re: Proposed Amended Site Plan for Premium Wine Group 35 Cox Neck Road, Mattituck SCTM#1000-121.-6-1 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This amended site plan is for the construction of a 1,860 sq. ft. building for office and storage which will connect two existing buildings on site, and the construction of a 4,402 sq, ft. detached accessory storage building with loading deck, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 sq. ft. on a 3,563-acre parcel in the LB Zone, Mattituck. Thank you for your cooperation. OFFICE LOCATION: ,„ MAILING ADDRESS: Town Hall Annex s P.O. Box 1179 54375 State Route 25 ��+ " P.O. Southold, NY 11971 w (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY wwwsoutholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, PlanneE) Date: May 26, 2021 Re: Proposed Amended Site Plan for Premium Wine Group Application Name: Premium Wine Group Amended #3 Tax Map Number: 1000-121.-6-1 Location: 35 Cox Neck Road, Mattituck Type of Application: Sketch Subdivision Map Preliminary Subdivision Map Final Subdivision Map Road Profiles Grading and Drainage Plans Other Site Plan (Dated: 418/2021) Revised Site Plan Grading and Drainage Plans Other (AS BUILT) Pro®ect Description: This arnended site plan is for the construction of a 1,860 sq. ft. building for office and storage which will connect two existing buildings on site, and the construction of a 4,402 sq ft. detached accessory storage building with loading dock, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 sq. ft. on a 3.563-acre parcel in the LB Zone, Mattituck. Thank you for your cooperation. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 �� 5 � ' a' Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov UNV `Z1Z1-1Zn2'- . " PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson, Chairperson Southold Town Architectural Review Committee From: Brian Cummings, Planner Date: May 26, 2021 Re: Proposed Amended Site Plan for Premium Wine Group 35 Cox Neck Road, Mattituck SCTM#1000-121.-6-1 The Planning Board refers this Site Plan Application to your committee for review and comments. This amended site plan is for the construction of an 1,860 sq. ft. building for office and storage which will connect two existing buildings on site, and the construction of a 4,402 sq. ft. detached accessory storage building with loading dock, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 sq. ft, on a 3.563-acre parcel in the LB Zone, Mattituck. Thank you. Encls.: Site Plan Application and Site Plan Elevations OFFICE LOCATION: � r MAILING ADDRESS: Town Hall Annex "rjF Stl P.O. Box 1179 54375 State Route 25 ���a ' y Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1938 www.s ou t h of dt ownny.gov CAI zte. 010UN-N PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner From: Brian Cummings, Planner Date: May 26, 2021 Re: Proposed Amended Site Plan for Premium Wine Group 35 Cox Neck Road, Mattituck SCTM#1000-121.-6-1 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This amended site plan is for the construction of a 1,860 sq. ft. building for office and storage which will connect two existing buildings on site, and the construction of a 4,402 sq. ft. detached accessory storage building with loading dock, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 sq. ft. on a 3.563-acre parcel in the LB Zone, Mattituck. Thank you for your cooperation. Encls: Site Plan Application Site Plan �ZOZ `S 1pd`d pa}ep `-y .�j `uewlaa}S ­1 Aou8N Aq paaedaad „dnaaO auim wnluaaad 01 suol}enoua�l pue suoll!ppy„ p9114u9 ueld a}!S ay} 6ulpae6aa BulaeaH ollgnd a iol -w-d �0:9 le mZ `L aunt `Aepuow s}as paeo8 6uluueld unnol ploglnoS aq}}eq} `(13A IOS321 aapni j! aq pue :anoge pagposap se `d 103S aapun uoliod paisllun ue sl uol}oe pasodoad sly}}eqj poupialap seq paeo8 6uluueld um0l ploylnoS aql}eyl `a3AIOS3b aaolaaaq}}! eq :suo!}oe jo }sll II adAi eqj uo elaalpo eq}}o Aue jaaw j! saop aou `uoljoy I adA_L a jo splogsaagl ay}10 Aue jaaw }ou saop j! se uolioy pa}sllun ue sl uol}oe pasodoad eqj leq} paupia}ap sey `L 69 fed `bRJOAN 9 M103S) }oy Malna�l A}!lenj leJu9uauoalnu3 aW}S of juensind `paeo8 6uluueld umol ploq}noS ay} `S`d3b3HM pue '�onjgjen `euoZ 81 eqj ul laoied aaoe-g-£ a uo .4 -bs 999`0Z bulle}o} s6uipl!nq orvq s}slxe aaagj ejegm sllels bul�aed peg ueq puel anlann}10 uollonilsuoo aqj pue �joop 6ulpeol ql!M 6ulpllnq 96eaols �jossaooe pagoelap •:q •bs ZOt"t, a}o uol}onilsuoo eqj `pue `a}!s uo sbulpllnq 6ul}slxe oml }oeuuoo Ilp jegj 96eaols pue aol4o aol 6ulpllnq .:4 ,bs Ogg'� e jo uol}onilsuoo eqj aol sl ueld a}!s papuauae sly} `S`d3b3HM I ZOZ `£ Aen `AepuolN uo paeo8 6uluueld umol ploq}noS eqj jo 6ullaaw a }e pa}dope exam suollnlosei 6uimollol aql :uewlaals 'SIN aeaa �-9-'�Z I.-000 4vgloS �onjpelN `peo�J N09N xOO 5£ popuawV dnojE) eulM wnluaa.id — BuPeaH ;aS 19 u0lIe3lJlssel0 HOBS :ON 5£6�4 AN `an6ogo}no pe0b MIN 9£Z5Z sjoaj!goay uewlealS 'R slanweS uewlea}S AoueN 'SIN I ZOZ `ti AeIN QrIOHsnoS AO NTMOs HDIAaO (IUVOEE OAIINNVrId A0B•Auumo jpioq,jno s•etae& 8861-99L leg :auogdaia,L AN `piog4nos s2unok v •pg ureyAl •aoo) iL61i X `PIOMMS E) noli 01,94S 9XV9 6LIi xog 'O•d � xauuV IMH uenOy :Ssau(lQd DNirlivw :NOILLvaorl Halado .slou3 ueuaaley0 NsuaollM 'f pleuoa `AIlnpoadsaU '90140 paeo8 buluueld ayl10e}uoo eseeld `uollnlosai slut ul paule}uoo uoljewiolul auj 6ulpiebei suollsenb AUe aney nog(1I -pasol,o sl buyeaq 5!jqniJ 541 jolle oo!jjo pjeo8 Buluueld OW 54- pouinjoi aq of paau Isod agj pue a is a l '&ZOZ V ounr" ep!j:j uo uoou own ejo aq spjeo j laoa ujn4ei uoojlj pau is 04I ONV sl la aJI bull!ew pallpeo aWJ W}lm Duole 6155150 au; ul papnloui ullleW/ ul;sod Jo I1Aepljjd a44 uanloj aseald •os op of pajoquoo aae nog( uot4m xouud umol ploLl;noS ail le eol;jp paeo8 Buluueld ayp le do pa)lold eq of paau Illm Isod ig uBls ayp pue empeowd uol}eogRou s,umol ay} BulpaeBaa la),joed Bupeay ollgnd aNl �Zp5, Tevq Z abed papuewV noa0 aulM wnluaaad Z-S-'TZT '9 T-Z-'TZT 'S OT-IVT-'ETT T 6-tiT-'ETT 'E 8-VT-'ETT 'Z S@IeIS3 u01!eAOd/Ztb'6T-L-'ETT 'T T-9-'TZT-OOOT#W10S AN 'N:)nl!lleW peon N:)@N xoJ SE S# papu@wV dnoaE) au!M wn!uaaad saaumo Aljadoad IuaDefpy 01 @DIION �Z/L/9 'oleo 0�-1 Auedwoo au!M JMd :aweN aaunn0/aau01l4ad Ao " uuMo plog1nos n'eolssar :01 l!;ewa ao a81181 e!;n pap!wgns aq Am sjuawwoo uaj}iaM •algejdaooe aae alep 6upeaq oilgnd aqj of aoiad pan!aoaa sjuawwoo uajjiaM •a}edpiped of 6uiaeaq S141 pual}e 01 A.aesseoeu }ou si 11 -6uueay gons le paeay aq pue aeadde of jg6u aqj aneg anllejuasaidai anon( ao nog( jeyj 'ploy}noS jo unnol aqj ui pags!lgnd sawn )11ojjnS ayl u! 6uueag gons jo alep aqj of aoud sAep anlJ jseal le pags!lgnd aq 11p 6u!aeaq gons jo ao!jou e }eg} `waojleld auquo wooZ aqj e!n AllenpA •w L0:9 le LZOZ L aun£ epuoVU uo paeo8 6uluueld eqj Aq aal}ew aqj uo plag aq II!nn 6uueeq o!lgnd e legl '9 `nA- uujplogjnos Wso!ssar :oj a6essaw I!ew-a ue bu!pues Aq ao '(anoge Z# ui punoj) uo!leo!ldde aql jo (# dew xel) #NiOS aqj uo Rollo °g '„6uipuad„ uagj `„sueld al!S„ uagj `„suo!jeo!Iddy„ uo �o!Io •t7 `aaploj „'lda4 6uluueld„ uo �01I0 `£ `abed ewog aqj uo paleool uooi ago!}jasej/�u!lgaM spaooa�j uMol uo �Pllo Z `no uumolploglnos-inn n al!sgem ploglnoS jo umol aql of oE) :jawaju1 aqj e!n pau!elgo aq osle ueo uoilewaojul '8£6 t-99LM9) le ao!}40 pae08 6uluueld aqj Ileo ueo nog( `suoilsenb Aue aneq nog(jI -Aluo juawlu!odde Aq (jue8 quo lej!deo aawaod '-Ij puZ) ploglnoS `9Z 'aj2j SAN '8 "any sbuno)jo aauaoo aq} uo xauuy PH umol aqj ui paleool juaw}iedoo 6uluueld aq1 ul -w-d t7 pue -w-e g jo sinoq aqj uaamlaq sAep ssau!snq lewaou buunp uo!}ewaojui anon( aoj uado aae uoileo!ldde s!ql of 6u!u!e:ped sal! aq} 1egl "5 ,�onj!j}eIN `auoZ 8-1 aqj ui laoied aaoe-£99"£ a uo .:4 •bs 989`OZ bu!lejol sbuippq oml s1s!xa aaagj aaagm sllels 6u!�aed pay ueq puel anlann}jo uo!}ona}suoo aqJ pue pop 6ulpeol q}!nn 6ulpl!nq abeaols Aaossaooe pagoejap •:g -bs ZOi,`t, e }o uoilonalsuoo eqj `pue `al!s uo s6uipl!nq 6u!ls!xa onn}}oauuoo II!M jeq} abeaols pue aoi}}o aoj 6u!pl!nq }} bs 099'L ue 10 uo!lonaIsuoo aqj aol si ueld al!s papuawe s!ql .t7 `101ils!Q buluoZ 8-1 aqj ui paleool si uo!leolldde s!ql jo joafgns aqj s! go!gm Aliadoid aql legl '£ 't-9-�Z t-000I#WloS :sMollol se paquosap s! pue A:padoid onoA 01 jueoefpe paleool si uo!leo!ldde aqj jo joafgns eqj s! go!gnn Apadoid aqj jegl 'Z °ueld aj!S papuawy ue aol ploglnoS }o unnol aq1 10 pae08 6uluueld aqj of pa!ldde seq pau6!saapun aq} legl :aoiJou uan16 Agojoq aae noA saaumO KIJGaOAd Iuaoe_pV 01 0311ON paeo8 uiuueld unnol ploW}noS (anoge se awes) paldwoad uagm pioMssed pue al 6u1199N aa}u3 9998-899(9tv9)� Ileo :auogdalal Aq uior • ZV6£90 :paonnssed 60LL 0896 V96 :al GuiPaw ay} aajua pue „builaan a uiop„ �ollo `sn-wooz allsgaM ay} le aullu0 a0 60zZzISsadnbN=l£sHdMA9)1Z-lw9ZpzlAW=pmd160110896V96/Jsn-wooz//:sd:gq :aa}ndwoo e1A uiof 01 :eouepua}}e oilgnd aol suoild0 -pallpiad aq }ou IIIM oilgnd aqj Aq ssaooe uosaad-ui owon0 Maapuy aouJanoO ),aoA MaN 10 �'ZOZ a9pa0 aAilnoax3 of luensind -uaaojleld aulluo uaooZ ayj elA AllenljlA plan eq II!M bullaaW ollgnd slut ua d 00:9 I ZOZ `L aunt `AepuoVy ONU33A oriond (RIV08 ONINN`d-Id QzoHsnos AO Nnnos HaI330 (IRVOEI ONIIIVKV'Id AON-SuuAAOIPi iiI O nOS-AAAAAI 8861-99L JSq :auogdaiajL ) N `piou4noS "*ar (•aAV s2unoT,V 'P2i utuyk •aoo) TL6TT .&N `ploglnoS ✓ 99 agnoU E)WIS 2LBV9 6LTI xog 'O'd "( O's At xauuv iTeH uAAos, *SSaZ3QQv ONI'IIVW Kollvoorl HOI330 Ib � ,."r1��1� YhOI 7k F�. FEE amp ,T_ ---- f �. � A u �s s r » " rx w w r r .v S n� 4. a S m 1 v t ' d R W � n 4 s a 11 ✓. t � r ,r D b 4 , i p y , r p, E,,. {� ti. IdM T`jyi 1�1.fs t � A..�.4.1Y ,.... ........_ f � „�\ � ✓ � —✓�'�I � µO A W oil Iil All el Eq if �`��,t $ o- � �y f r✓ illl � 'aAy� .... _.._,_�Lu��1 �s I �$ p .,,,,,, .., .✓'-f M A, 4 "f ,y to 'i 4�'� [ Er 1 I ! III t �,o^'" s'�,: y��'� 'r`,,✓ _ �x ,f',. ry a � M n _T� 4u I c ✓� � � "R � ..._f .�A , a ✓'"* �� � w`' Jfr I I \ o / M � I (( f � hk' a e I J/f x X �� M ✓ ale(] ajn;eub!S ;uaby/;ueo!lddy 'anoge pa!p;uep! suo!;ejado wje;}o uo!;eool ay; o; an!;elaj pasodoad s! ;oafoad ay; ajagm !}jadojd ay;}o a;!s ay; bu!nnogs dew jay;o jo dew xe; e qoe;;y 6LS t t AN `:U!lo eaS 'anuany y19 6 6L '0�-j deo aw!;ejjen 5£'6� `9£'6� `6£'6� `£V'6 4 `L£'6� `OV'6 4 `t£'6 4 `££'6 4 `8£'6� `ZV6 4-L-'£�v000 muios :;oafoad pasodoad ay;}o Aiepunoq eqj jo }aal 009 pa}eool suoijeaado wae} anijoe [iuiu!;eluoo ;oia}sip leinjlnoijOe aqj uigl!m saaunnopuel Aue jo sassaappe 12 saweN oN saA 4pawaeI AlaniJoe loosed sigj sl t-9-6 Z t-000 t#Wlos �on;l;;en 'peo�J �OGN xoO 9C :(# dew xe; pue peon) uoi;eoo-I A:padoad -auoZ 81 eq; ui laojed ajoe-E99'£ a uo ';j 'bs S9S`OZ bu!le;o; s6u!pl!nq onn; s;s!xe ajaq; ajagm slle;s bui�jed pay ueq puel anlann;Jo uo!;onj;suoo ay; pue �oop bu!peol q;!m bu!pl!nq abejo;s Ajossaooe payoe;ap .:4 -bs ZOt,'t, a}o uo!;onj;suoo aq; 'pue `a;!s uo sbu!pl!nq bu!;s!xa onn;;oauuoo II!M;eq; abejo;s pue aolj;o joj bu!pl!nq .4 •bs Ogg'( e jo uo!;onj;suoo aq;jo; si ueld a;!s papuawe s!ql 330foad pasodoad 10 uoi;dijosap :ssaippy aaunnp pue 0�-1 'Auedwoo au!M JMd :(Iueoildde uegj jaq;o ji) jaunnp pue- Z96l t AN �on;!;;elN 'peon �OGN xoO S£ :ssaappy dnojE) auim wn!wajd :aweN jueoilddy ,meq led!o!un!N lejauaE) ay;;o u-6EZ pue w-6EZ suol;oas q;!m aouepj000e ul uo!ss!wwOO 6uluueld Alunoo�IognS ay;o; pajja;aj eq;snw wjo;siq; 6uulnbaj suo!;eo!ldde HIV ;ou;s!p lejn;jnolj6e ue ui pa;eool uol;ejado wje;a;o;aa; 009 u!y;!m alp ;o!j;slp lejn;lnou6e ue u!y;!m A}jadojd uo lenojdde uo!s!nlpgns jo aoueljen asn 'lenojdde ueld a;!s ';!wjad asn Ie!oads Aue jo;;ueo!idde ay; Aq pa;aldwoo aq ;snw wjo;s!yl :wjo; s!y; asn o; uagM alOH1f1OS =1O NMOl 1NMOiVlS viva -mini-inowov r a n s,s se�:�rr a.— a r yyk i 6 t 16 , t ap" �,'�/Np 1. •axV+u 'M t '�--4 dr r+` x' +r `" �u�tiF Ma .a � �+ k Y � s L r S rya x + y a 5� ✓- r, tl M n i N, r� 2 2- i RMY � t<pl �A 8'4Av1CP �� •. � y xr � �w mo -C s ! 'W'd l,0:9 4ZOZ L aunt epuow :6uiaeGH oilgnd 10 aJea l,-9-1,Zl,-0004 :#WloS £ popuaLuV noaE) ouiM wniwaad :OH MV/9 "ia=l Uoou 00:Z� -A9 SO? VJ Id13O-98 NHn13H N3380 T S1d13O3obf 71 b7N O31d11890 `11A b'Old.=l V S1141 NHnl32I 3SV97d oilgnd AMION ale(] SSGappy aan}eu6iS (Juiad) GWEN anon uo ssoaoe si goignn Apecloid AJOAG pue sJnge goigM Apecloid /Gana 10 p.iooGa 10 SJOUMo aqJ of `pagoeJJe Gae goiLlm jo spieo Jdiaoaa uan}Ga uaaa6 pue sJdiooaa GqJ `Jdiaoaa uanJGa — 1iew poijiJaGo Aq SGOIJOU JUGS Gneq I uo 6uiaeaq oilgnd eLp jo aJep GqJ of aoiad sAep uanas JseaI Je JOI aoeld ui pouiewaa seq Jolsod aqJ Gans Gq of PGMoago aneq I JegJ pue `uaas Al!see Gq ueo Ji oje4m (s)JaaaJs aqJ 6uioeJ Gull Apecloid Juoil aqJ Jo Zeal 01, uigl!m (s)aoiJou aGJsod lepiJ}o s,umol aqJ 6uioeld Aq se umou)i Apecloid aqJ pa}sod Alleuosied I Imp aoiJou ames of si sigl ONUSOd =10 IIAV(11:3=IV I •guunaq oTlgnd oql jo luouuaououuuuoo of joud uoisTnozd sTgl gum poilduuoo snq aq/s ingl lunnpiJU un aIU iinTlS 4u0213 zo.uauoppod `luLoTlddn oql •2uunaq jo oonld pun ouip `alnp pun `panlonu1 Innoiddn zo jailaz jo ominu `flZadozd loofgns oql jo Lmm pun uoTlnool laazls oql jo uoTlduosop apnIouT Iings aoTlou QTIZ •IIOJ luauussassn Inool aql uo uuagl aoJ palsil sassgzppu oql In snumo aql of possarppn pun uoppod io uoilnoTlddn oql uo 2uuuaq oTlgnd Imilui ogllo alnp aql of zoud seep uanas lsnal In polsod`polsonbaa iduaoaz umlai `Iinuu poij1 Tao ,iq opnuT oq Iings aoTlou gonS •uoTlilod zo uoTlnoTlddn aql uT popnlouT Xpodoad oql uuo4 10011s alnnud zo oTlgnd Xuu uuoij ssozon sT Tloulm kpodoid faOAg pun sing,golgm Xpodozd fagng 3o pz000ijo siaumo aql of aoTlou pugs of paqnbai sT nuoulilad zo lunoilddn ails (Z) •Ouu-eaq oTlgnd ogl3o luouuaououuTuoo of joud uoTSTnoad s?TIl Trim poilduuoo snq oq/s Imp linnpTgjn un al3 Iings luagn ioiVsTq zo zauoTlilad `lunoTldde oql •2uumil oTlgnd oql jo olnp oql 2uipooazd XIoleipourali sXup uanas uugl ssol lou jo pouad u Toj paknldsTp oq Iings u2is oq j "gull fpodozd oql uuoij laaj pI ungl aioui lou�lonq las oq Iings u2Ts oql •uoaiagl Ouunaq oTlgnd oql jo oould pun ouni oql pun Xgoiogl lggr►os Innozddn ogl3o aminu oql `uopilod zo uoTlnoilddu oql to aoTlou 21HAlf `sing,uolipod zo uoTpumiddn aql uT panlonuT Xlzadoid oql goigm 100.11s alnnud zo oTlgnd Bona 2uTouj sosiuuazd oql uo poXuldsup XIluouiuTozd oq Ilugs goigm `umo,L oql Xq papinozd ugTs aql loaaa of pojinbaz sT aauoTlilod zo lunoilddu oqL (I) :moloq ilpoj las sluauuounbaz aoTlou Inuoilippu of loafgns oq osln llugs `uoissiuuuuoo zo pznoq umol n ungl.Taglo `zauoililad zo lunilddn un Xq polsonbai zo posodoid `poppluT `uoilTlod zo uoTlnoilddn u-V •aoTlou guTllrul pun 2uilsod zoj,�iiligisuodsai zauoTlilod To lueoilddV •g mnl Xq paquosazd pouad gill urglim.i@dLdsmou InioUjo oql uT pagsilgnd oq of.2uuLaq oql jo aininu pun oonld `olup `auuTl aql 2uini.2 001101113 osnuo Iings uolssiuuuuoo zo pznoq 51Iimain01 aTIZ •aoTloU JO uoilnoilgnd zoj,�liiigisuodsaj umol •V :smolloJ su papinozd oq Iings uoililad zo uoilnoilddn uu uo 2uuuaq oTlgnd n of 2uptlai ooilolq •uoaiagl 2uunaq oilqnd u.Toj could pun auTTl u XIJ IIugS cures aql.2uimaina1 uoissiuuuuoo zo pznoq aql `alalduioo si uoililad io uoTluoilddu un luTll Ouiuiuualap uodn XIddn hugs uoiloas srgl.�3uunaq oTlgnd u joj sllno apoD aql zanauagrn [£OOZ-ZI 'oN ,I"I Sq £OOZ-£-9 papuawV] •slut ivaq oTlgnd 3o aoTlou 2u?p?nOI l 'I-SS § snlopu!M -1Ofx00gapoDIJd ploginog o unaoL (anoge se ewes) paldwoad uegnn pionnssed pue dI 6uijaaW jajuD 9998-999(9t,9)� IIeO :auogdalaj Aq uior • Z176£90 :PJOMssed 60LL 0896 V96 :al BuRaaw au} aajue pue „6ui}aaW a uior„ �oilo `sn-wooz ajisgann eqj 1e auilu0 a0 60zZz;Ssadnt)N:I£sHdMA9)IZ-lLu9Zpz;AW=pMd-660LL0896V96/f/sn-mooz//:sd}4y :ja}ndwoo BIA ulof of • muepua}}e oilgnd aol suoild0 -pad pied aq jou IIIM ollgnd eqj Aq ssaooe uosaad-ui owonO nnaapuy JouaanoO WA M9N ;0 �'ZOZ aapaO 9Aljno9x3 o} }uensind -wjojleld auiluo WOOZ aq} BIA AIlenpA plaq eq Minn BuijaaW oilgnd sigl 'w'd 00:9 �ZOZ `L aunt `Aepuow ONI133W oriand CRIV08 ONINN Id arIOHsnoS dO NUnOs a0I330 (IUVOEI ONINMV Id no2•,4uumojpio1q}nos•mmm 8861-5�9L leg :auogdaiay KN`PioggnoS " ('anV s2uno7,28 'P2I ure •aoo) TL6TI AN PToglnoS � � �� 9Z a3noH ap4S 9LCV9 6LTT xog 'O'd ,� S at xauuX*tieH uA&os OFFICE LOCATION: ALULING ADDRESS: Town Hall Annex S � P.O. Box 1179 54375 State Route 25 �" " ��, Southold, NY 11971 w (cor. Main Rd. &Youngs Ave.) Southold, NY � Telephone: 631 765-1938 www.southoldt ownny.gov 'gym � PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 4, 2021 Ms. Nancy Steelman Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 Re: SEQR Classification & Set Hearing — Premium Wine Group Amended 35 Cox Neck Road, Mattituck SCTM#1000-121.-6-1 Dear Ms. Steelman: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, May 3, 2021: WHEREAS, this amended site plan is for the construction of a 1,860 sq. ft, building for office and storage that will connect two existing buildings on site; and, the construction of a 4,402 sq. ft. detached accessory storage building with loading dock and the construction of twelve land banked parking stalls where there exists two buildings totaling 20,585 sq. ft. on a 3.6-acre parcel in the LB Zone, Mattituck; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, June 7, 2021 at 6:01 p.m. for a Public Hearing regarding the Site Plan entitled "Additions and Renovations to Premium Wine Group" prepared by Nancy L. Steelman, R. A., dated April 8, 2021. Premium Wine Group Amended Page 2 M_ ay 4_2021 The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of Postin /Mailin included in the packet, lon with the certified mailingrecei is AND the signed green return receipt cards before 12:00 noon on Fri�day, June 4 2021. The sign and the post,,need to be returned to the Planning Board Office after the ublic hearinI is closed. if you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman Encls. Southold Town Planning Board Work Session — May 3 2021 — Page 2 .. . _ ... ..... Project„Name: Captain Red's Marine Sales SCTM#: 1000 122-6-12 _ _ _ Location: 9605 Route 25, Mattituck Description: This Site Plan is for the proposed construction of a 3,680 sq. ft. metal building (ZBA file #7014) for storage (no basement) where there exists a 1 —story 1,168 sq. ft. office building for boat sales, storage, parking and display with 8 parking stalls on a General Business (B) and R-40 split zoned parcel totaling1.6 acres ......... ......... Status. Approved m. ... e Action. Extension Request w.. Attachments: Staff Report _:.. ...a _ r .... _ Protect Name East End Tick & Mosquito Pest Control SCTM#: 1000-97-3-2 Location: 36570 Route 25, ±420' s/w/o of Skunk Lane & Main Road, Cutchogue Description: This site plan is for the proposed conversion of an existing building to a single family dwelling with an attached business office with six (6) parking stalls on 0.25 acres in the Limited Business (LB) Zoning District. Status Approved Action: Extension Request Ac.. . ._. _ Attachments Staff Report _ e . Project Name Premium Wine Group Amended 3 SCTM#: 1000-121-6-1 Location: 35 Cox Neck Road Cutcho gUe Description: This amended site plan is for the construction of a 1,860 sq ft. building for office and storage to will connect two existing buildings on site; and, the construction of a 4,402 sq. ft. detached accessory storage building with loading dock and the construction of twelve land banked parking stalls where there exists two buildings totaling 20,585 sq. ft. on a 3.563- acre parcel in the LB Zone. Status: New Application Action: Review for Completeness Attachments: Staff Report Project Name. Pederson Standard Subdivision I SCTM#: 1000-21-3-15 Location: 670 Circle Drive, East Marion Description;.. This proposal is for the Standard Subdivision of a 9.2-acre parcel into 3 lots, where Lot 1 is 5.1 acres, Lot 2 is 2.3 acres, and Lot 3 is 1.8 acres, in the R-40 Zoning District„ Status Conditional Preliminary Plat A proval Action: Final Plat Application Completeness Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date May 3, 2021 Prepared By: Brian Cummings I. Application Information Project Title: Premium Wine Group Amended Applicant: Premium Wine Group; Russell Hearn Date of Approval: April 8, 2021 Tax Map Number: 121-6-1 Project Location: 35 Cox Neck Lane Hamlet: Mattituck Zoning District: Limited Business — LB II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 3.56 acres Building Size 20,585sf existing; 5,384sf proposed III: Amended Site Plan Description: This amended site plan is for the construction of a 1,860 sq. ft. building for office and storage which will connect two existing buildings on site, and the construction of a 4,402 sq. ft. detached accessory storage building with loading dock, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 sq. ft. on a 3.563-acre parcel in the LB Zone, Mattituck. Approved April 11, 2006 for 5,061 sq. ft. building addition for office and storage proposed to connect the existing two buildings. Site plan expired in 20 Extension received in 2014 along with SCDHS approval. This building addition was never executed.. IV: Completeness Review See attached checklist for Site Plan Requirements. Analysis A. Proposed: a. 60'x 31' ( 1,860 sf) Winery Addition (previously 5,384sf) l i. Includes new office and storage space b. 4,402 sq. ft. detached accessory storage building with basement and loading dock i. Employee use only. Building to be located behind existing gate and fencing that encloses the winery operation. B. Zoning Board of Appeals (ZBA) a. File #5784 Relief Requested..- Proposed building shows 60' of frontage to CR 48; with connecting buildings would be a proposed ±180' of linear frontage to CR 48 i. Variance Granted: December 1, 2005 b. Staff Update. The ZBA adopted time limits on variances in October of 2014. Variances granted prior to that date ran with the land in perpetuity, In a letter dated March 21, 2021, the ZBA acknowledged that "since the proposed addition is the same width as the original addition, and the proposed depth was never before the ZBA, the prior relief is still in legal force and effect. C. Bulk Schedule/ Code Requirements: LB Zone a. Lot Coverage: i. Max: 20% ii. Proposed: 17.3% b. Landscape Area: i. Min: 35% ii. Proposed: 55.6% D. Staff Analysis a. SEQRA Classification: Unlisted Action, The action does not meet the definition of any Type II action nor does it raise to the level of a Type I action; b. There appears to be some reference to exterior light fixtures on the plan, however no information has been provided. The proposal regarding exterior lighting fixtures should be clarified by the applicant. c. SCDHS Approval is required for the proposed addition 1) V: Planning Board items to consider: 1) Accept the above referenced amended site plan application as complete for review to begin the site plan review process, including: a) Distribute referrals; b) Classify the action as a Unlisted action under SEQRA as detailed above c) Set the Public Hearing for June 7, 2021 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Premium Wine Group (Amended) Completed by: Brian Cummings Date: May 3, 2021 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. (2) The site plan review fee, as specified in Subsection B $2,406.20 below. Editor's Note: See now § 280-138, Fee schedule for site plan applications. (3) A completed environmental assessment form. Short (4) Nine copies of the site plan. (5) Four copies of a property survey, certified by a licensed land surveyor. B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. (b) The name and address of the landowner on record: [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street. (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. (i) A complete outline of other existing easements, deed I Checklist for Site Plan Application Completeness Southold Planning Department restrictions or covenants applying to the property. Q) Existing zoning, including zone lines and dimensions. (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States �l Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands N/A and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the �l site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the subject property. 2 Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas �I and pedestrian circulation. (c) The location, direction, power level and time of use for No information any proposed outdoor lighting or public address X provided systems. (d) The location and plans for any outdoor signs must be in No change accordance with applicable sign regulations. N/A (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity �l and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground �l transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. Notes: Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. Checklist for Site Plan Application Completeness m s ® ® s o ® e April 8, 2021 Planning Board � " Town of Southold E C E I E�I� PO Box 1179 Southold, NY 11971 A[1 f' 1 2 0 21 i in Re: Site Plan Approval 'f'nnjn��' ''"hrird r�sr �„�I Premium Wine Group �'r�'�� 35 Cox Neck Road Mattituck NY 11952 SCTM #- 1000-121-06-010 Dear Board Members, We are submitting an Application for Site Plan Approval for additions to Premium Wine Group. This application is for two separate additions to the current wine production facility. One addition is for anew Office Area which will link the two existing structures. The other addition is for a new Accessory Storage Building at the north end of the Site. We have received a Letter from the Town of Southold Zoning Board acknowledging that the Variance that was approval on January 21, 2006, which permitted linking the two structures, will pertain to this current addition. The Town of Southold Building Department has provided us with a Notice of Disapproval dated March 26, 2021 which is requiring that we obtain Site Plan Approval prior to receiving a Building Permit for the project. We are submiting the following information for your review and approval: Required Documents 1. Site Plan Application 2. Application Fee of$2406.20 3. Notice of Disapproval 4. Applicants Affidavit 5. Agent Authorization Letter 6. LWRP Consistency Assessment 7. Environmental Assessment Form (Short Form EAF) 8. 4 Surveys—Young & Young Surveyors ARGI....N III EC 35235 MAIN IROAD CUIICl flC)GU,lIF,N111:V3/XO1RIK 11935 (63 R)7:83..64OF FAX(631)7.34-6407 9. (9) Nine set of Drawings SP-1 - Site Plan SP-2 - Utilities Site Plan and Calculations 1 - Floor Plan 2 - North & South Elevations S-1 - Storage Building Floor Plans and Elevations Architectural Review 1. 2 Set of Drawings as defined above 2. Photos of Site Supplemental Information 1. Letter from the Town of Southold Zoning Board of Appeals 2. Description of PWG and how it serves the North Wine Industry by Russell Hearn, COO (applicant) 3. Letter regarding the Parking Requirements at PWG by Russell Hearn, COO (applicant) In addition, we will be submitting an application to the Suffolk County Health Department for their approval. This will be forwarded to the Board once received. If we can answer any questions, please contact us at anytime. Sincerely, Samues and Steelman Architects � ancy S 66 1man, RA cc: Rus sell Hearn, COO SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION FORM A 1)1 R 01 8 2021 .w �iit�,rl it°A�r�l•i _ Site Plan Name and Location Site Plan Name: PREMIUM WINE GROUP Application Date: C2 J Suffolk County Tax Map #1000- 121 - 06 - 01 Other SCTM#s Street Address: 35 COX NECK ROAD Hamlet: MATTITUCK Distance to nearest intersection: CORNER OF CR 48 &COX NECK ROAD Type of Site Plan: X New Amended_Residential Zoning District_LIMITED BUSINESS Owners/Agent Contact Information Please listrc��are, r�aeilit crcld =spa andrer number e theee ale below: Property Owner PWG WINE COMPANY,LLC Street 35 COX NECK ROAD City MATTITUCK State NY Zip 11952 � 631 29 -1 6 31 905-7550 Home Taleh.ca��e ....�. Other _. -......... _. _,_. � Applicant RUSSELL HEARN, (Chief Operating Officer) Street 35 COX NECK ROAD C�ity MATTITUCK ...m ....State NY szip 11952_ .... ......... Home Telephone Other Applicant's Agent or Representative: Contact Person(s)* LS &STEELMAN ARCHITECTS NANCY STEELMAN.. _.SAUE.................n_^^n Street 25235 MAIN ROAD CUTCHOGUE City,. ....�. ...� State .... NY.� .� zip_11935 Office Teleplzc)ne 631 734-6405 Other *Unless otherwise re bested, correspondence will be sent only to the contact person noted here.. Site Plan Application Form 2118,12010 i iite Data Proposed construction type: X µNew X Modification of Existing Structure Agricultural .....—Change of use Property total acreage or square footage: 3.563 AC c./sq. ft. Site Plan build-out acreage or square footage: 25,979mm F .c./sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes No X If yes, explain:, Does the parcels)meet the Lot Recognition standard in 'Town Code§280-9 Lot Recognition? Y XN . If"yes", explain(and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: l 6 1_2LA Is an application to the Southold Town Zoning Board of Appeals required? Yes No x If yes, have you submitted an application to the ZBA? Yes— ... No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses:, PRODUCTION FACILITY EXISTING WINE ............... List all proposed property uses: Other accessory uses: ACCESSORY STORAGE BUILDING Existing lot coverage: 13.26 % Proposed lot coverage: 17.35 & Gross floor area of existing structure(s): 0,55 ...._.......sq. ft. Gross floor area of proposed strueture(s): 6,394 Parking Space Data: #of existing spaces: 34 #of proposed spaces: 0 Loading Berth: Yes X No Landscaping Details: Existing landscape coverage: 56 % Proposed landscape coverage-55.6 % Wetlands: Is this property within 500 of a wetland area? Yes No X Maybe I, the undersigned, certify that all the above information is true. Signature of Preparer,, Date: 5 a 2 Site Plan Application Fam 211812010 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Ruus3all Raarft being duly sworn, deposes and says that he resides at 535 Meadow kaAe CL,�f(J10Q4 � Ny 11 311-5 in the .......................................................................................................... State of New York, and that he is the owner of property located at co � erck Rod MOV)4thfh NY 0'[Z SCTM# 1000-Ul- 06-01 or that he is the of the C- (Title) (Specify whether Partnership or Corp.) and said Corporation is the owner of the above property,which is hereby making a Site Plan application;that there are not 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-of-way,has been clearly established and is shown on said Plan; that no part of the Plan infringes 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 alter 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 plan as approved by the Planning Board. Signed Owner Signed— llllr-�'A' ?Z" (Parther or Corporate Officer and Title) Sworn to me this day of No/Iai�y Pill3lic AMY M BEASLEY NOTARY PUBLIC, STATE OF NEWYORK Qualified in Suffolk County Reg.No.01 BE5039767 Commission Expires.february 27, 20 IPI ..E I UM II I UP Southold Planning Department P.O. Box 1179 Southold, NY 11971 April 51h, 2021 To Whom It May Concern, I Russell Hearn, authorized applicant for a site plan application on the property identified as SCTM#1000-121- 06-01 in Mattituck, NY hereby authorize Nancy Steelman c/o Samuels and Steelman Architect to act as our agent and handle all necessary work involved with the site plan application process for this property with the Southold Planning Board. Russell Hearn Premium Wine Group Chief Operating Officer Sworn before me this 111 day of i'1 2021 �, .. AMY M BEASLEY NOTARY PUBLIC, STATE OF Su County EW PORK Lk Qualified Reg. No.01 BE503 767 Commission Expires, February 27, 0,3- U'AU.IF"MIU M WIN E,,(.-,R DLJA„I.A.—:" 35 COX NY 11952 (631)ld)EU..1900_.r FAX(03U)1UUFti.5588 WUF47UA U:rllBV:'M]LJMW11.'glf:GhR"1A',c'0Mi. Southold Planning Department Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: Premium Wine Group,LLC,-Russell Hearn Last,First,middle initial unless you are applying in the name of someone else or other entity, such as a coinpany If so, indicate the otherperson's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan X Other(Please name other activity) Do you personally(or through your company,spouse, sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes ..No. ._X— If you answered"Yes"complete the balance of this form and date and sign where indicated- Name of the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the � applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C. an officer,director,partner or employee of the applicant;or D,the actual applicant Description of Relationship: Submitted this�day of434120 21 Signature Print Name Russell Heam Di,scloxu . Form AGENT[REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Sootbold's Code of Ethics jprohibits conflicts of interest on the part of town officers and employees.flic 1mroose of this form is to Provide inforttiation which can alert the town ofl2ossible conflicts of interest and allow it to take whatever action is necessary to avoid same. 7- YOURNAME, �.j (Last name,f4°st name,FwAfllf�initial,nniess you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) Q an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of ill Signature j", Lj_/L--­ Print Name d? FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:March 26,2021 TO: Nancy Steelman(Premium Wine Group LLC) 25232 Main Road Cutchogue,NY 11935 Please take notice that your application dated Febriary17,2021: For permitto:,cogstruct additiops als(j ,lteralJoll,s U? all C'Xist'if ,ft,�)gijcf6&apd tLi. sirticl ap gc. _ .gprpr ....liqui�'uo at: Location of property: 5 Co Neck County Tax Map No. 1000—Section 121 Block 6 Lot 1 Is returned herewith and disapproved on the following grounds: d ,it a lmr wc� a w ,mt .� tg . w mar W wuta N �a ut ��aat _N frog the ogffiold [owr, 1111ftg lte lioa d. i .� ry w�, ry Note to Applicant:Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file,Planning Board ' Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. ,Before answering the questions in Section C, the preparer° of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects rr oar the coastal arear which includes all of Southold Towrr 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus each answer must be explained in detail listing both su: orting and non- sul2portin C cts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 121 _ 6 _ 1 PROJECT NAME Premium Wine Group The Application has been submitted to(check appropriate response): Town Board ❑ Planning BoardBuilding Dept. D Board of Trustees El 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital F] construction,planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: FX] Nature and extent of action: Construction of a new Addition & an Accessoa Stora a Buildingto an existin Wine Production Facility Location of action: 35 Cox Neck Road Site acreage:.�.�.............................. 3.653 acres...... Present land use: Wine Production Facility Present zoning classification: n ... LB. Lignite Business. 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Russell Hearn,Premium Wine Group LLC (b) Mailing address: 35 Cox Neck Road,Mattituck NY 11952 (c) Telephone number_Area Code ........1 00 (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes t1 No LJn If yes,which state or federal agency?.-- C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED CCASeF POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies;Page 2 for evaluation criteria. E]Yes No E Not Applicable Attach additional sheet � ..� s if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through b for evaluation criteria Yes 1:1 No L�J Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the. Town of Southold. See. LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes No ❑ Not Applicable Attach additional sheets if necessary NATURAL-COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages S through 16 for evaluation criteria Yes No Not Applicable w Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes ❑ No { - Not Applicable Attach additional sheets if nece ssary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Sign cant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section M—Policies; Pages 22 through 32 for evaluation criteria. 0 Yes [:] No 'Not Applicable Attach addi tional sheets-if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes No 0 Not Applicable .......... Attach additional sheets if necessary __... _ _......._ Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Eyes1:1 No 1�1 Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. Yes El No IN Not Applicable Attach additional sheets if necessary _.... WORKING COAST POLICIES Policy 1.0. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section M-Policies; Pages 47 through 56 for evaluation criteria. F Yes F] No N Not Applicable ............"I'll. ........ ............ .......... ....... ......... ........ ......................... ------- ...... .......................... .................. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound,the Pecouic Estuary and Town waters. See LWRP-Section M-Policies; Pages 57 throug1h 62for evaluation criteria. E] Yes 1:1 No FX Not Applicable .......... Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section M-Policies; Pages 62 through 65 for evaluation criteria. IN Yes ❑ No 1:1 Not Applicable ................... . ................ Attach'additional sheets if necessary Policy 13. Promote appropriate use and development of energy and minerat resources. See LWRP Section M-Policies; Pages 65 through 63 for evaluation criteria. El Yes [:1 No 'L:Lj Not Applicable ............... PREPARED By­�I� J'� TITLE- DATE Amended on 811105 Short Environmental Assessment Form Part 1 -Project Information Initruetions for Completing Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: FIREMIUM WINE-GROUP Project Location(describe,and attach a location map): 35 COX NECK ROAD MATTITUCK,NY 11956 .. .--............. . ....... .................... Brief Description of Proposed Action: NEW STORAGE BUILDING AND ADDITION TO AN EXISTING WINE PRODUCTION FACILITY ........................ .....- ........... ...........................� Name of Applicant or Sponsor: - Telephone: 631 298-1900 PWG WINE COMPANY,LLC E-Mail: russell@premiumwine group,com .............. _....._ ...________ _....._ Address: 35 COX NECK ROAD City/PO: State: Zip Code: MATTITUCK NY 11956 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that El be affected in the municipality and proceed to Part 2. If no,continue to question 2. 171 proposed q P approval g Y g Agency? NO....... YES 2. Does the ro osed action require a permit, royal or funding from an other government A enc � If Yes,list agency(s)name and permit or approval: TOWN OF SOUTHOLD-SITE PLAN APPROVAL&BUILDING PERMIT. SUFFOLK COUNTY-SANITARY SYSTEM q 3. a. Total acreage of the site of the proposed action? 3.663 acres b.Total acreage to be physically disturbed? .16 acres c. Total acreage(project site and any contiguous properties)owned .. or controlled by the applicant or project sponsor? 3.663 acres 4. Check all land uses that occur on, are adjoining or near the proposed action: ❑Urban ❑ Rural(non-agriculture) ❑ Industrial m Commercial m Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland SEAF 2019 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ✓ _(l ._w b. Consistent with the adopted comprehensive plan? NO YES ~ 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? El Z 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Li NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? b. Are public transportation services available at or near the site of the proposed action? Li 1. c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? LJ 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: SOLAR PANELS ON STORAGE BUILDING Wvvvv 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: F-1 RI 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the ✓ State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? R1 M b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres-,..................... �� . 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑Early mid-successional ❑Wetland ✓❑ Urban ❑ Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? 16. Is the project site located in the 100-year flood plan? NO YES RI El 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a. Will storm water discharges flow to adjacent properties. L,mm„m b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ✓� If Yes,briefly describe: PROPOSED GUTTER AND LEADERS AT NEW BUILDING AND ADDITION TO DRYWELLS. ASPHALT SURFACE AREAS TO STORM DRAIN SYSTEM proposed action include construction or other activities that would result in the impoundment of water 1.8..��Does the ities.. � � r NO ...YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: .� 19. Has the site ._ _....._ ........................ .......... of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: .. ........... _......................................... _...�.-........._._........... ..... ....�._........ � ._ _...�....... 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE RUSSELL HEARN LLC - Date: Applicant/sponsor/name: , PWG WINE COMPANY,..............................� �.._ ............� Signature: ......... � �°�°;� ,�� ._._...., llgtle �...�.. _ i PRINT FORM Page 3 ail'"i BOARD MEMBERSn- Southold Town Hall Leslie Kanes Weisman,Chairperson ��� � "" 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes � Town Annex/First Floor, Robert Lehnert,Jr. µ 54375 Main Road(at Youngs Avenue) Nicholas Planamento '" N� Southold,NY 11971 y http://southoldtowimy.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD March 21, 2021 Tel.(631)765-1809 •Fax(631) 765-9064 Nancy Steelman Samuels and Steelman Architects 25235 Main Road Cutchogue,NY 11935 RE: Appeal No. 5784, Premium Wine Group 35 Cox Neck Road, Mattituck, SCTM No. 1000-126-6-1 Dear Ms. Steelman; I am in receipt of your correspondence dated March 8, 2021 requesting an approval for a slight change to the plans approved for variance relief by the ZBA for the above referenced project, on December 1, 2005. The relief granted was for a 60-foot wide by 87-foot-deep one-story addition linking two as built buildings together. However, the proposed project was never constructed. In your letter, you explain that the proposed current addition will now measure 60 feet wide by 32 feet deep, for a total of 1,920 sq. ft., or 63.3% smaller in size than the original 60 feet wide by 87 feet deep, 5,220 sq. ft. addition that was previously approved. Time limits on variance relief was adopted by the Town Board on October 21, 2014. Prior to that date, all variances ran with the land in perpetuity. Since the proposed new addition is the same width as the original addition, and the proposed depth was never before the ZBA,the prior relief is still in legal force and effect. Feel free to contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. Srly, , ' Leslie Kanes Weisman Chairperson cc: Michael Verity, Building Department III III III" P � y u Southold Planning Department P.O. Box 1179 Southold, NY 11971 April 5th, 2021 To Whom It May Concern, Premium Wine Group is currently the production home of 16 local producers of wine,growing/sourcing fruit from over 600 acres of North Fork of Long Island land. By having one central production facility on 3.7 acres of land we are eliminating the need for 16 separate stand-alone production facilities, production parking lot, waste water handling systems which in itself preserves open space. Premium is still continuing to collectively grow and will upon reaching its maximum capacity receive fruit from over 700 acres of North Fork farmland. From the beginning this business model has been desirable from the producer of small quantities of wine from the North Fork and has been a major contributor to decluttering the construction need for small producers on their properties for production facilities. Sincerely Russell Hearn PRhP4Uq.S'MWINIE,d"Va.uUV°,V.Vs"3: 1,5C0XP,JFCX1fN0AF) NG4,A1MTU(''II+',NY11952 (63]1)298..900 FAX(6331)298-3,}y PREAMIUM MINE 0001, April 1, 2021 Planning Board Town of Southold PO Box 1179 Southold, NY 11971 Re: Site Plan Approval Premium Wine Group 35 Cox Neck Road Mattituck NY 11956 SCTM #- 1000-121-06-010 Dear Board Members, Premium Wine Group (PWG) has submitted an application for Site Plan Approval for two separate additions to the current Wine Production Facility. One addition is for a new Office Area which will link the two existing structures. The other addition is for a new Accessory Storage Building at the north end of the Site. These new additions will add 6394 square feet to the property and will require additional parking spaces. Based on the parking calculations shown on the Site Plan, a total of 57 spaces will be required for all existing and new Buildings. Currently there are a total of 24 spaces and we are proposing an additional 12 spaces, that had been previously land-banked, for at total of 36 spaces. Since the start of PWG in 2001, the maximum number of employees have been a total of sixteen. Fourteen full-time employees in the Wine Production Area and two in the Retail Space during the Monday-Friday period. A total of 16 spaces would be required for employees leaving 20 additional spaces for visitors to the Retail Space. On the weekends the wine production staff is not working and an additional 14 spaces would be availble for retail staff and visitors for a total of 36 spaces. The new Storage Building and Office Area will not be adding any additional employees but will provide less cramped conditions for existing employees and additional storage area, not additional staff. Therefore the 12 additional parking spaces, we are requesting, I believe are more than sufficient than the required 57 spaces. PREMIUM WINE GROUP,LLC-35 COX NECK ROAD-MATTrrUCK, 11952 (631)298-1900--FAX(631)298-3588-WWW.PREMIUMWINEGROUP.00M I am happy to provide any additional information you may require. Respectfully, Russell Hearn Chief Operating Officer Premium Wine Group V 1 k i a� s, ff / F 0 ,u IiJjG��� k f: f� A t V I a i / �i urr VIV I / I � I' I 0 i r r t rr � � I f,, o l / t II� OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �� s ` :��� P.O. Box 1179 54375 State Route 25 " ' ` Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY ° , Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: April 8, 2021 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. .... ......._ Applicant/Project Name & Type Tax Map # Amount Check Date/No. Premium Wine Group Amended 3 121.-6-1 $2,406.20 4/8/2021 #18043 BRIDGEHA w T 4 SAMULS" Sq � w APC�iIT�� S oatoa 5 � 'CAd1aY' ;�C� t ;vi,,,ia✓ �,„��ina'fil ✓fn .,�;„�..u, e 1J�vts�7�,� y N tl„�,,,� „Yv�,„ 24 rY „,u,: i .. -64 PH,63 PAY TO THE ORDER OF t , 1 ,. � ' 20 " ) � 2a DOLLARS M1 """" �Pfi u�4u.���e' 14'�!'� G' ry�vn^r,H; �'✓ d4 �f rn¢ •. -' lJ�«/ ��r-...-^o,`�^ .�r,�,��r oi,^n� �,w,. � CY "'�'W�'�1weMm�rm,�u&nmmM"mh,�'wro!X�k:'�"rnmwmP,^�ro+uamevwm wvwro�m�ra�Nm�'^a n^�^Aa wwm,mM»e r � 1 E p ✓ " lie L801, 3118 1:0 2 L 406 6 71: L 300 0 L'`L2 ,goof -