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Home My WebLink About1000-83.-3-4.6 (3) SITE DATA SITE AREAS OWNER: TEM QUANTITY UNIT COMMENT F &S. LLC. LOT AREA(S) SITE NOTES 538 EDWARDS AVENUE831 SQFT ACRES96 CALVERTON, N.Y. 11933 BLDG. FOOTPRINT 4 8 TOTA FOOTPRINT AT GRADE- 1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND MAINTAINING ALL APPROVALS, PROPERTY INFORMATION: LOT 2 PAVING & CURB 18,609 SQFT PHALT/PCCURB AREA PERMITS AND INSPECTIONS REQUIRED FOR DEMOLITION AND IMPROVEMENTS FROM ALL ID E WALK AT BLDG 680 SQFT POURED CONCRETE UTILITY COMPANIES AND AUTHORITIES HAVING JURISDICTION. COX LANE. C BUSINESS CENTER SUBDIVISION RETAINING WALL 167 SQFT POU ZED CONCRETE COX LANE. CUTCHOGUE, NY In accordance with New York State Industrial Code Rule 53, prior to performing excavation the LOT 2 SCTM#: 1000-083-03-4.9 IMPERVIOUS TOTAL 26,604 SQFT TOTAL IMPERVIOUS excavator must notify Dig Net at 811. ZONING: LI CONSERVATION AREA 11.556 SOFT - LIGHTINDUSTRIAL: o OF SITE AR A 2. CONTRACTOR TO HAVE PROPERTY MONUMENTS AND BENCH MARKS SET AND LOT AREA=41,831 SQFT./(43,560 SQFT/ACRE)= 0.96 ACRES. LANDSCAPE AREAS 4 271 SQFT MAINTAINED BY NYS LICENSED SURVEYOR I "" SITE INFORMATION DERIVED FROM SUBDIVISION FILED MAP TOTAL LANDSCAPE 15,827 SQFT 4 =39% 3. PRIOR TO WORK CONTRACTOR IS TO INSTALL AND MAINTAIN EROSION CONTROL PLAN D�IvlDATED 7/14/15 BY MARTIN D. HAND, LS. LOT LANDSCAPING 37% SQFT 37% OF SITE AREA MEASURES AS SHOWN ON PLANS AND AS REQUIRED BY ALL AGENCIES AND AUTHORITIES ELEVATIONS HEREON REFER TO APPROX NAVD 1988 AND ARE HAVING JURISDICTION. THE RESULT OF ACTUAL FIELD MEASUREMENTS. INCLUDES CONSERVATION EASEMENT 4. ALL EXISTING STRUCTURES AND IMPROVEMENTS REMOVED ARE TO BE BACKFILLED ANDo LANE FLOOD ZONE: ZONE X- NO BASE FLOOD ELEVATIONS DETERMINED COMPACTED WITH SELECT GRANULAR FILL COMPACTED TO 95% MAXIMUM DENSITY AND AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103C 0142 H EFF. DATE: SEP. 25, 2009. ISITE QUANTITIES PROPER MOISTURE CONTENT DETERMINED BY THE MODIFIED PROCTOR DENSITY TEST. 5. NO DEBRIS ARE TO BE BURIED ON SITE. ALL UNSUITABLE MATERIAL AND DEBRIS ARE TO 50' ROW PC CURBS 624 LINFT 8"COMMERCIAL CURB BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH AUTHORITIES HAVE JURISDICTION. ID EWALK 420 SQFT W/CURB RAMP PROPOSED BUILDING AREAS: 4' CHAIN LINK FENCE 97 LINFT. BLACK 6. PROPOSED DIMENSIONS, LOCATION AND GRADES FOR CURBS, WALKS AND SITE EXISTING EDGE OF PAVEMENT 6' CHAIN LINK FENCE 20 LINFT. SLATS-& GATE IMPROVEMENTS TO BE VERIFIED WITH EXISTING CONDITIONS BEFORE CONSTRUCTION. AREA: SQFT DESCRIPTION/ USE STORM POOLS 80 V.FT. BREWERY 6,500 PRODUCTION &OFFICE & STORAGE 7. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND DETAILS. CONC. MO S 59°55'31 " E MEZZANINE 812 OFFICE/STORAGE 15 HPED PIPE 10 L N.FT C NNECTIN PIPE 4.0'W CONC. MON. TOTAL 7,312 TOTAL GROSS AREA TREES 19 QTY 8. ALL IMPROVEMENTS ARE TO BE CONSTRUCTED TO CONFORM WITH FEDERAL J16,0 SHRUBS 47 QTY PLUS GROUND COVER AMERICANS WITH DISABILITIES ACT AND WITH NYS CODES AND LOCAL REQUIREMENTS r" . 194.5 .00' Y 1 ENTRY ROOF 48 ROOF OVER ENTRY 9. ALL CONCRETE CURBING, SIDEWALKS AND DRAINAGE STRUCTURES ARE TO CONFORM /N I FOOTPRINT 6 548 TOTAL GROSS SQFT FOOTPRINT. TO TOWN OF SOUTHOLD STANDARD DETAILS AND SPECIFICATIONS. Owco N 20' OPEN SPACE CONSERVATION EASEMENT oW 10. TOWN OF SOUTHOLD SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL �' (------------` ---------------------`----CONSTRUCTION. 1 STEP Down I Z ZONING ANALYSISN - I o o 7 0, 3.5'RETAINING WALL I F_ 11. ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS AND PAVEMENT MARKINGS SHALL -- ---------- X ZONING: LIGHT INDUSTRIAL (LI) DISTRICT IW �-.._"3.5'RETAINING WALL P.C.CURB I w PROPOSED USES: BREWERY BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES OF THE N.Y. STATE MANUAL OF a I a I ( MR UNDERSIGNED,PURSUANT TO SOUTIiOLD TOtW CODE SECTION UNIFORM TRAFFIC CONTROL DEVICES AND AS DIRECTED BY THE TOWN OF SOUTHOLD I u-, I O I 280-I3I(I),ACINOWLEDGESTHATTIIECONL'ITIONSOFTIIESITEPLAN �o a FROM TOWN OF SOUTHOLD: BULK SCHEDULE FOR BUSINESS, OFFICE AND INDUSTRIAL , PRC;NAL DATED �J Z z W o I O I DISTRICTS STRUCTURES(280 ATTACHMENT 4) APPRoq 1Zp Ee AC TEDN TRE (SEEI I Ca DI ESOLUTION��sO V RFSOL UTaoh� I of w W F 6"P.C.SLAB a N o I I / 1----� I N m m I- ro 1 I )�EASF PRLAN -__ �N I M M PROPOSED COMMENT29.2' 9.5' ° 19.3' 22.3' LOTSIZE s .ft. 40 000 41 83 0.96 COMPLIES ..- eM r 3 ,aan0I"1. _... .. 5.0' 37.4' 1 UTHURI G£I3 Sit;\,4 t'i•l�.: T!"i:.E UATE ._........-,.a..._..... GENERAL NOTES 1 � ----------------------------^ ------ --- LOT DEPTH feet 150' 212.02' COMPLIES „ ...„„•,F�,�1• 57.T I OVERHEAD 4.5,R 1. THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS &SPECIFICATIONS. 1 DOOR I TOINN OF SOL►HOLD PLANNING Bo I N I ! SIDE YARD feet 20' 57' 70. ' COMPLIES WITH SUBDIVISION Z 2. DEVIATION FROM THESE PLANS, UNAUTHORIZED DUPLICATION OR REUSE WILL NEGATE w I _� I BOTH SIDE Y RDS 40; 127 COMPLIES WITH SUBDIVISION Ir ;NAT ___,_ 3 ra`Trzn I'1 CERTIFICATION AND IS A VIOLATION OF NYS LAW. ►- I --aZ I REAR YARD fee 70/NA N/A COMPLIES WITH S BDIV SION hIAIRPi:ZS0 V sSii ti:�xE:Ke -"D TE Z I I O LANDSCAPE AREA(%) 25% 39% NATURAL & LANDSCAPED 3. THE ARCHITECT AND ENGINEER IS NOT RESPONSIBLE FOR THE DISCOVERY, PRESENCE, a ® w I m m I Z ; NOTE:77ee approved site development plan shall he valid for a period of eighteen(18) 6' lm 0 41,831 LOT AREA-26,004 BUILDING & IMPERVIOUS -_ �monthsfrom the date ofapproval asper code section 280-132w. PREVENTION, REMOVAL OR HANDLING OF ASBESTOS, HAZARDOUS MATERIALS, GASSES, o Q I __y � ° I� FUMES, MOLD AND OR MILDEW. � I� 15,827 SQFT LANDSCAPED AREA/41,831= 37%. INCLUDES CONSERVATION EASEMENT W Z W I =0 M a a u. I; ,M m Y:.-!n of Southold w o o I Q l� ;� co MAXIMUM DIMENSIONS ALLOWED PROPOSED COMMENT *, ;�!°�;" • ;F "'t�*'� R 4. THE ARCHITECT AND ENGINEER ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION, w I I z > �' LOT COVERAGE ° 30° 5.6° 6.548 /41.831= 15.6% MEANS METHODS, TECHNIQUES, SEQUENCES, PROCEDURES OR SAFETY PRECAUTIONS z a ¢ I I W 1 AND PROGRAM IN CONNECTION WITH THE WORK. THE ARCHITECT OR ENGINEER SHALL ° I I BUILDING HEIGHT f 35 28 COMPLIES AVG. NATURAL GRADE NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS OF THE OWNER, CONTRACTOR OR w 0 W I = Q 1 W NUMBER OF STORIES 2 1+ MEZZANINE MEZZANINE - 13% FLOOR AREA D000MM)3 SUB-CONTRACTORS. o z i o PROPOSED ONE 0 !, (L I W O o STORY STEEL a? HEIGHT OF BUILDING Q o I o I ® �' I The vertical distance measured from the average elevation of the existingnatural rade adjacent to the 6. ALL CONTRACTORS AND SUBCONTRACTORS SHALL PERFORM ALL WORK IN Q ~ U j BUILDING I P a I building, before any alteration or fill, to the highest point of the roof for flat and mansard roofs and to COMPLIANCE WITH NEW YORK STATE BUILDING, PLUMBING, MECHANICAL, ELECTRICAL, o U) ¢ I W X I the mean height between eaves and ridge for other type roofs. ENERGY, FIRE SAFETY CODE, AND REFERENCE STANDARDS. 0 a I i J; Z N F-_ w a, SHALL PERFORM AND/OR INSTALL ALL W w I i wl co � I LOT COVERAGE 7. ALL CONTRACTORS AND SUBCONTRACTORS a 1 °i ° a > I That percentage of the buildable land existing on a lot which is covered by the building area. PORTIONS OF WORK IN ACCORDANCE TO MANUFACTURER'S SPECIFICATIONS UNLESS A/ SUPERCEDED BY STRICTER REQUIREMENTS OF APPLICABLE BUILDING CODES AND/OR 1.�. I i O a v I [Amended 4-10-2007 by L.L. No. 11-2007] REGULATIONS. a. a r DESCRIPTION OF THE DETAILS OF I 5.0' 4.5' 19.0' 22.1' 20.0' 20.0' 4.9'. PARKING CALCULATIONS 8. OMISSIONS FROM THE DRAWINGS OR THE LACK OF DESCR ,. WORK WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE 50.0' REQUIRED SETBACK C I x., I M11-7 ku.:. DRAWINGS OR WHICH ARE CUSTOMARILY PERFORMED SHALL NOT RELIEVE THE l 280-78: OFF STREET PARKING REQUIREMENTStf j a 56.4' SETBACK 1 ! 65.0' ! 70.5'SETBACK I CONTRACTOR OR SUBCONTRACTOR FROM PERFORMING SUCH WORK, BUT SHALL BE E - PARKING :`,' ._ .,�. «,tr„ J 'k.:. PERFORMED AS IF CORRECTLY SET FORTH AND DESCRIBED TO FURNISH A COMPLETE i OVER HEAD OVERHEAD I INSTALLATION IN ACCEPTABLE CONDITION. DO)R DOOR \ 1industrial tat 2.6'f 45.0'REQUIRED SETBACK BREWERY Li ht uses 1 r or 1 per 50 s ft f floor area is rater �.. Y � 43.5' 3 5 -__-_-- -.__-_ -_ -_--- I ! MEZZANINE Light industrial uses 1 per employ. or 1 per 500 sqft of floor area, whichever is greater I i & PCA RON PC APRON l I 9. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER LINK F KC -' I 9rF i I I l LINK FENCE CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY ARE WITH SLATS I O O O I I INDICATED ON THE PLANS. I 15'X45'LOADING BERTH 1 ® I Size of spaces. Three hundred fifty square feet shall be considered one space (to provide room for 9'DIA.X 25'H.GRAIN I �� I STORAGE SILO ON PSI �► ° ) --------------------------------0----- O 1 1 1 standing area and aisles for maneuvering).Aisles between rows of parking spaces shall be not less LIST OF SITE PLAN DRAWINGS 10.ALL CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS, I SLAB/FOUNDATION I O of I I than 22 feet wide, unless reduced for sixty-degree-angle parking, in which case the aisle space should SHEET TITLE DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION, AND AS ANTICIPATED OR INFERRED W C M be not less than 16 feet wide. Entrance and exit lanes shall not be computed as parking space except AC-1 ZONING/DATA/ALIGNMENT PLAN PRIOR TO PRICING OR BIDDING. THE OWNER SHALL BE NOTIFIED IN WRITING OF ANY I ASPHALT PAVING I _ I 4'BLACK CHAIN LINK 0 M I I for driveways for one-family and two-family residences. The minimum parking stall width shall be nine FENCE ON7.3'±P.c. o O AC-2 EXISTING CONDITIONS/ 500 RADIUS DISCREPANCIES OR OMISSIONS, WHICH WOULD INTERFERE WITH THE SATISFACTORY 00 RETAINING WALL I 1 O I feet, and the minimum length shall be 19 feet. I O I I AC-3 LANDSCAPING / LIGHTING PLANS EXECUTION OF THE DESIGN AND OR THE COMPLETION. IN THE CASE OF DISCREPANCIES ON THE DRAWINGS,ANY BIDDING CONTRACTOR OR I - 1 O 1 N I Access. Unobstructed access to and from a street shall be provided. Such access shall consist of at AC-4 GRADING/DRAINAGE/UTILITY PLAN SUBCONTRACTOR SHALL ASSUME THE MOST COSTLY CONDITION WHEN BIDDING AND I I'` TEST BORING �-- --------- --------- --------- --------- --------- --------- --------- --b----- _--_ __-_ -_------_ - I - parking p p a ER/SANITARY PLAN I I I least one fifteen-foot lane for arkin areas with more than fours aces but less than 20 spaces, and at AC-5 WATER/SANITARY r- mw-3:10-18-20111 o least two ten foot lanes for parking areas with 20 spaces or more. No entrance or exit for any off-street AC-6 SITE, DETAILS PERFORMING SUCH WORK. O ELEV 60.5± 1 O O 12 �' t� CO O I CR - O 1 parking area shall be located within 50 feet of any street intersection nor exceed a grade of 6%within 11.ALL CONTRACTORS AND SUBCONTRACTORS SHALL OBTAIN ALL BUILDING INSPECTIONS N I M 25 feet of any street line nor 10% at any other point. All points of ingress or egress shall be 9.0' 9.0' 9.0' 9.4' I appropriately signed, unless such signing is considered unnecessary by the Planning Board. AND REGULATORY APPROVALS AND MARK-OUTS AS NECESSARY AS RELATED TO THEIR r^ RESPECTIVE DISCIPLINE. Z CONC. MON. 2.9'1 P.C.CURB V J l NgNSSITE USE AREA RATE PARKING REQUIRED 'lob 12.ALL CONTRACTORS AND SUBCT ANDTSORS HALLHNSPECALL T�THERIZE EXIST NG CONDETIONSH N N 59055'31 " V U 1 9 1 .013 SPACES CONC. MON. MEZZANINE 812 1/500 11 6 SPACE ALL DRAWINGS AN SPECIFICATIONS, THE FIELD AND FIELD MEASURE AND VERIFY ALL DIMENSIONS OF THE BUILDING AND ALL i LOT 3 TOTAL 7,312 1/500 15 TOTAL REQUIRED oP°' DIMENSIONS RELATED THERETO. DO NOT SCALE THE DRAWINGS. DIMENSIONS SHALL ° GOVERN ALL DRAWINGS. REPORT ANY DISCREPANCIES OR MISSING DIMENSIONS I °' REQUIRING CLARIFICATIONS IN WRITING PRIOR TO COMMENCEMENT OF THE WORK. I M Q� N TOTAL PARKING PROVIDED: 21 SPACES OJT OFF STREET LOADING -1 SPACE REQUIRED/PROVIDED 1 / ° Size of Loading spaces. Each required loading berth shall be o I at least 15 feet wide, 14 feet high and 45 feet long and in no 1 event smaller than required to accommodate vehicles z, � • normally using such berths. ::Q� � � � � � /,'\ °, NORTH I �I T OCT 2 5 2016 KEY MAP N.T.S.L I I M�� I � � Southold Town LOT 2: S.C.T.M. # 100-083-03-4.9 SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER N0' 10' '0' 40' 100' .�: .u..4 666 Nic.06ia 5' 30' BAR SCALE Scale: 1"=20' F-fw&IST6IZ�D AR.GN IT6GT PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631)928-4456 E-Mail: architect@optonline.net E°'�RC THREES BREKNG EAST ��5 \C NICO �` ,S�qF LOT 2 CUTCHOGUE BUSINESS CENTER (" 'b a CUTCHOGUE, N.Y. * ZONING/DATA/ALIGNMENT PLAN Rev Date:10/18/2016: (P - t' Planning Comments "�" Rev Date:OB/162016: 'y `4 Scale: As Shown Rev Date' 10/18/2016G_� Sanitary/Drainage Rev Date:07/1M016. F Job# 15122 By: E. Nicosia 1 OF 6 Planning Submission E ISTTy D IVE '$' '�- -e•LIPA 2 •e. z } COX LANE • - • - • ° . . - - , • • • • . - - 50, Ow—RO1ev c— - • - • EXISTING 12"S.C:W.A WATER MAIN • . EP:55.06' EP:53.79'--'—�54' EP:53.33' EXISTING EDGE OF PAVEM T EXISTING EDGE O ".-56 —� CONC. MO _ '— -60, _ 4.0 W � —1 — ---- CONC. MON. / OPEN SPA ` 94.52 .00' - - - p ` p - - ---- --- �y / N CONSERVATI6N ,�2' p � ^�, 00 NOW OR FOJMt=RLY:SUFFOLK n EASEMENT ` ` ` p II ' " ' / COUNTY N 59055'31 W 54 34.19 ,,,,,,,"ZONING:AC AGRICULTURAL J` 6O' .58-561 �_ ' CONSERVATION N / USE;AGRICULTURAL z /N _ O 1 \ , e� p 11 NOW OR FORMERLY:LIEB VINES,LLC. a< ti p ` ,� p �� r SCTM#1000083000300002001 � , � •� .� '" 13050 OREGON RD Lu r t ~ ZONING:AC AGRICULTURAL CONSERVATION Q ,, N L0 1 USE:AGRICULTURAURESIDENCE NOW OR FORMERLY:TOWN OF SOUTHOLD`•, �Q w / NOW OR FORMERLY: SCTM#1000083000300002002 U d , .54'�� SCTM#1000083000200012008 ZONING:AC AGRICULTURAL CONSERVATION , , 7 ZONING:AC AGRICULTURAL USE:AGRICULTURAL C6 CONSERVATION _._. SOS, \ USE:AGRICULTURAL 1 1 O\IE 11 i � \ SEM GNi I 4 W BUILDING SET, ACK NV LOPE 'T s , I ------------------------------------------------------------ NO CULTURAL OR HISTORIC 1 { FEATURES LISTED WITHIN 500' nQ O NOW OR FORMERLY:BOYD,GREGORY A. NOW OR FORMERLY:ANTONE BERKOSKI � Z a 0 { ME* SCTM#1000083000300003001 SCTM#1000083000300003002 p rJ ON N O g 12950 OREGON RD 8580 COX LANE W z - M �E y ` 1 �. '45 p M WAI ZONING:AC AGRICU ONSERVATION ZONING:AC AGRICU ONSERVATION o W ��v� p o FIN.F USE: ESIDENC USE RESIDENC Lu O w I co - PUB PUB34 COX LANE W pl 0 0" , , { = CV I 50'ROW O 62 "naaEE"..aaEwE (D i , c S 59'55'31'E 475.72 g' ' �, � 1 194M ----' ,00 281 20 • ti O — 1 O '—^ / r ,a • � ' V z Q 3 �� U) 1L z I LOT 2 I W U -�o �� w w W 'IT _j > Wzo CO 02 �a� }:-.< uu � 0 . 960 ACRE 25.4 _Q O U O J Z= y O s e 3 � W C 8,O 12 V , Q ' \ { \ t� 2—cz(-U �_ € LOT2 W . 2p�JZJ coI 41 831 SQ . FT. \{ ' ' Q >:aOV~� 0.960 ACRE j 0,5. l �ZOUr WQU Z 41,831SO.FT. a , WodJW� ® 54' Q oD a _ WW W— p2 z= W \ I� a GOT. 2N000U) �' F- z I I 1 b `-'Q z z W U O I / 40 � EXISTING t O C� ow—M000 O m LOT! O U) N I TOP O 64' LO O W>4t N Q - 1.4p1 ARES Z REMOVED 1 d' a. s1, 20 N ��2 > O ' * �a�1 Fr. ! i W Z Z z \ I O U O W z ,d, ' 5 59°55'31"E 281 Y9"' NOW OR FORMERLY:MORELL,LLC. � rn N cn N59°55'31' .,9,°, °°- ,a5zo LLMC. °N. • ,3s S CONLMO. I Q O W I O VERIZON NEW YORK INC/LONG O WAWRHTOF 00 1 a Q 2 p { 25 ISLAND LIGHTING COMPANY/LIPA/ Z i, WAIPRIVATE ' BO KEYSPAN ENERGY DELIVERY ----------------------------------- j ?1 N � W I � 11 NOW OR FORMERLY:F&S, LLC. J — I SCTM#10000830002000120 " " SCTM#10000830 0300004007 cW, ZONING:AC AGRICULTURAL € U Q LIJ _ CONSERVATION q W 8 12820 ORE N RD a o j Z a 0- W m l 1 USE:PRIVATE RDs SUBDIVISION L TS 1,3,4&5 w O o J o0 1 I Lp ZONING:LI LIGHT INDUSTRIAL J a n% J 8 w�g W O z r �' I 1__ O LP NOW OR FORMERLY:ZUHOSKI,DAVID USE:INDUSTRIAL/VACANT �3'' U o Q Z t i \ I I _ PUBLIC WATER a-' Q V ~ I SCTM#1000083000200013007 O W cn X= r p ZONING:AC AGRICULTURAL W lr o (D U I " O I I 1 ' / CONSERVATION LOT LOT m O ft 0 1O DO N USE:PRIVATE ROAD 1.5 3ACRES g 1.1fp0ACRE�S=" O- 66,363 6 50,114 W a I _ Lo 0 SO.FT. on Ffi I O 3 5zL LOT O 2 - ---- --------- ---------------------------------a 1.0§2 ACRES Z H�— O \ 1 p p ° y SOFT. O(V TEST BORING I I_J 1 u') N T Z 1 MW-3:10-18-2011 I (V r _ 2 / ELEV 60.5± O ♦ LLNC.MON ; 60' \ 1 O O 07� SPB'10'18'E i ; . �(,' ,800 NOW OR FORMERLY:ZUHOSKI,STEVEN N SCTM#10000831000200013008 ------------------ a M CONC. mob. 40.00 ZONING:AC AGRICULTURAL �a MILLER PLACE v, ` CONSERVATION 60 50'RLG__HIOOFWAY- �_Z USE:AGRICULTURAL 32.76 r �� 62' 60' 58' 56' 54' -C�ONC. MON. 146.20' 232.75 89'R LONC MON LLNL M l N 51&095131 W coNc MON N 59°55'31"W 513.96' W I z a 191 .0 146.20 NOW OR FORMERLY: \ I O O I I JEANNE M.GRACE&DONALD J.GRIM I W SCTM#1000083000300004005 � \ N I x w � _ � 12260 OREGON RD W \ O ZONING:LIGHT INDUSTRIAL ` 54L ` ` USE:JUNK YARD \ PUBLIC WATER - - - - - - - - - - - - -0000, — — — — — — — _ _ \ V ---------------------------------------------------------------------------- \ , N 59°55'3-= _ _ 146. 58'-.. W 200 ` O 60'' 50 _ RAL71US FLAN W r_ rr_ r > I ` '62' V- Scale: 1"=100' z z 62' �� / o I WQ% � W / 00P 00.0% SOIL CLASS. DESCRIPTION TOPSOIL (EL 60.5') 0'0 D TAN BROWN SAND -5.0' COURSETO EXISTINS CONDITIONS OCT 2 � 2015 MEDIUM SAND, Southold Town LOT 2: S.C.T.M. # 100-083-03-4.9 SW MIXED GRAVEL Planning Board -DRY (E 18.5' SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER highest expected -42 N roun-cwarer —) 1-45 0' 10' 0' 0' 100'SW -DAMP- 6ric Nicosia GROUNDWATER (EL10.5' 50 5' 30' ENCOUNTERED Scale: 1"=20' R.�(AIST6'7 c D AFLVi 1T6GT COURS�TO BAR SCALE SW MEDIUM SAND, MIXED GRAVEL ,APPROVED BY PO Box 879, Rocky Point, N.Y. 11778 -WET- PLANNING BOARD Telephone: (631)928-4456 (EL 0.5') 60 E-Mail: architect@optonline.net TEST BORING MW-:8 BORING LOG BORING BYMW-:8ILLE�R TOWN OF SOUTHOLD S��Rc D ARC THREES BREY NIO EAST ENVIORMENTAL GROUP,INC;. �� LOT 2 CUTCHOGUE BUSINESS CENTER DATED 10-18-2011 (ELEV:60.5') DATE 3 a i �, CUTCHOGUE, N.Y. HIGHEST EXPECTED GROUNDVIVATER ESTIMATED FROM GROUND MI8' � 1 * EXISTING CONDITIONS/ 500" RADIUS FLUCTUATION IN GROUND WATER Rev Date:10/18/2016: 1 DATA BETWEEN 1976 AND 201;2 AT Planning Comments USGS MONITORING WELL. Rev Date:08/16/2016: -57 024575 �� Scale: As Shown Rev Dat 10/18/2016 �_� 410104072303301S53324.1 LOCATED 1.2 Sanitary/Drainage MILES SOUTHWEST OF SITIE Rev Date:07/18/2016: OF NE• Job# 15122 By: E. Nicosia 2 OF 6 Planning Submission APPROVED BY PLANNING BOARD COX LANE COX LANE MOWN OF SOtlTIIILJD DATE EXISTING EDGE OF PAVEMENT S 59055'31 " E + + + + + + + + + + + + + + + + + + + + + + + + ° 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 194.52 zco 4 .00' Zm 4 .00' NATURAL AREA W� 0 0 1 F- I I to D TO REMAIN X U I U I CD 20' OPEN SPACE CONSERVATION EASEMENT 1 w I j ° 20' OPEN SPACE CONSERVATION EASEMENT I LU I I v I I JI --------------- - ----------------------------1 I - i M STEP DOWN 02 I 0909 I Z 0 I S_T_EP DOWN_ V a 3.5 RETAINING WALL "0 09 I H I I 7.0' 03 03 03 03 03 06 06 0 09 (n o 7 0' 3.5'RETAININ- WALL � MIXED ANNUAL BEDS 06 oa o4 Oa pq O9 + r• 1 oa OB 1 X 0. ) L 3.5'RETAINING WALL LU rn I _ I - I w + 3.5'RETAINING WALL + + + + + + _ a "' W ( I �` 1 a J �.6 0. 0.9 0.64 .3 0.2 011 I I ua I 0 I N ° 1 �a �� 1 0.1 Q I WIDE NYLON WEBBING ( RE-VEGETATE z I O ¢ � I O I DISTURBED x z 0 O Q I a Y z + + + + 1 O I ROOT CROWN TO BEAT FINISH I AREAS WITH o ? z z + I �O z 1.6 1.0 1.3 1.4 1 1 .7 0.6 0. 0.3 01 2 I a s I I D- ° 1 00 a z I 0.1 �, GRADE OR 1-2"ABOVE GRADE S= NATIVE RYE O m W D ¢ w m r Q GRASS BLEND TO w_ X X w I r� I J 1 w � ~n.1 + + + + + + + I MATCH EXISTING G? - I 1 + 1 F � oFj,7 1 1.2 1.2 1.2 0 0.8 0. 4 3 01 + 2"x2"WOOD GRADE 2"SETTLED LAYER OF MULCH ( `� 1 I I + + + + + + + + + OR BELOW GRADE III J I FIELD ri ( I °' 1 ,"' M � 1 0•1 �'llIIF3 i-IiO°0°4 °O C° I'� I III I_=E n-n QQQ II- T FINISH GRADE _ -. - TILLED OR BROKEN UP SOIL 1 O9 09 g p8 ` 9 0 1 5 6 4 01 2 0.1 0. El MIN MIN 12"DEEP I `. I I 0. I __ X WIDTH OF I pq I oe o oa oa o o M1oe;`'bs 9 I I � ROOTBALL I Ot '.N I 0 I 2 / 8 0.6 0. C.2 1 O 1 oa � 1 TREE PLANTING (>3" CAL.) I 04 `� 09 9 �' i + I + .o 8 0.9 0.6 0.4 0.3 + + 1 NOT TO SCALE IZ I 09 9 a I U 0' `Z I a , O• I Q I os I Z Q 1 1 i 0. I + 2 3 0. 0.4 + 2 + Z W 1 oa �' 09 9 � 1 M m W I 4, + + + + + + IL 1 1. �.2 1.4 0. 0.5 ;3 1 WIDE NYLON WEBBING O W Z 1 oa O9 O 1 � Z O 0 01 0 1 ROOT CROWN AT Q Q 1 04 0909 {.. I P + F_ I + + + + I FINISH GRADE, d I oa ■ OR 1-2"ABOVE GRADE �� 11 1 X 2• 3 3 0.8 5 3 I X o• � 1 •=o• 1 2"x2"WOOD STAKE AT _ W Wz N I PROPOSED ONE o, a (' I "' 0 I PROPOSED ONE 1.8--1. + .1 0.7 0. 3 I OR BELOW GRADE �- Z Z 0.00. W 0 1 STORY STEEL 07 i i ° I STORY STEEL + + +i 2"SETTLED LAYER OF MULCH W w �_ X I 07 I I + I 1 .9 .5 01 ooQ 6a''' Z W OB °, W 1 -0o oA o°°n ~ TILLED OR BROKEN UP o �O 1 BUILDING I 1 BUILDING o• o• -IlI'll,ca°o, o�*-, II F'• F-H U 05 U ILL!■ . = SOIL MIN 12"DEEP (4 Q Q ( W 1 Q ( W r I �I_r-t�-y' FINISH GRADE III-I Z 9 1 05 CD Ot -- COX LANE GRADING AND DRAINAGE PLAN KEY DF�IVEW�A _ 190 - EXISTING TOPOGRAPHY $ $ $ LIPA 2 , i H EL.XX.XX EXISTING SPOT ELEVATION EXISTING EDGE OF PAVEMENT " - XX PROPOSED TOPO LINE COX LANE +:XX-XX PROPOSED SPOT ELEVATION 0 S 59055'31 11 E ,. -<,.-<,.-<„ -<,.-<,.-<,"_<,"-<,. <"-<,"-<,. -<,.-<,"- <,"-<,.-<,.-<,.�g4, -<,"-<"-<," EXISTING 12"S,C.W.A WATER MAIN"-<, "-<,«-< TC:XX BC.XX PROPOSED TOP& BOTTOM OF CURB TW: XX PROPOSED TOP& BOTTOM OF WALL 1 4 "00, 1 EP:55.06' EP:53.79' S4' EP:53.33' I BW:XX EDGE OF PAVEMEV f No PROPOSED FLOW LINE I I � CONC. MO RL ROOF LEADER CB/TD CATCH BASIN/TRENCH DRAIN F ; S P DOWN I 4.0'W ----� ' CON . MON. DRAINAGE �� s 7 0' 3.5'RET NTNG WALL i j I �`� ; l y m r A# DRAINAGE STRUCTURE V CL TN OUT RAIN. DRAINAGE i �� ` 9452 I W "0o I I AREA A w 3.5' T I L I 12' 1 W I O CAST IRON OPEN GRATE AND FRAME DRY WELL COVER TE ONSTRUCTI o J - I N 20' OPEN SPAC ONS RVATI N EASMENT 1 U TC54 9' ~' j � J O J¢ IR:� O I I O � 1 -- \ 1 BC:53 93:�� -� � CAST IRON SOLID GRATE AND FRAME DRY WELL COVER I z � O ( 60' 58' 56' 54' I U z ° --------t r'� LLI I uu - I ^-t I co sTE DOWN �t� (o J 1 z TORM WATER DRAINAGE NOTES ' w°� W ` V % t o TW:61.50' 3.5'RETAINING WALL'; TW:58!16' +�' I ;S F F ~ R I 7.0' BW:58.16' i BW:54.75' ` �� p N t (A / 13'R z I RAINFALL CRITERIA = 2" = 2"/12=(.17') t TC:54.75' T :54.50; =w m I w ROOF RUNOFF COEF = 1.00 PITCHED ROOF ' m 24.0 TW;58.16' 3.5'RETAINING WALL i :w N f t J a BW:54.83' % BC:54 25' B :54.00 O �z o I PAVED RUNOFF COEF= 1.00 ASPHALT/CONCRETE/PAVERS j I11 ! L-A L-B1 1 I� N / 1 ® o� < O UNPAVED RUNOFF C. = 0.25 LANDSCAPE/MULCH/SOD AREAS Q 1 ( :60.5 I i w Q t Y ? Z ® z 1 SLOPED RUNOFF C. = 0.50 SLOPE AREA j I Z: o o Q z ® i i 54'� w J F 1%MIN. �. �-- :53.90' t ( :0 J 1 ° I m w 6"SDR35 @_�.... I w � w _ 1 PRECAST STORM DRAIN CAPACITIES @)' TW:61.50' X 0.0' I -- L-Cl I iv I MI BW 58.16' M �"' 1 8'-0" DIA= 42.2 CU.FT./LIN. FT. :58.16' !, }/ ! HOT-RdKRPZ "' 1 ! ,i I 10'-0" DIA= 68.4 CU.FT./LIN. FT ENCLOSURE I 1 I Z �I W; ,83.; + :54.83, I I I 12'-0" DIA- 100.8 CU.FT./LIN. FT 1 £� i ELEV: L_A L 81 a;�,_, .,.-i=,.-=,. ,' ,.-.,._.,. ._.�_. ^� /w i L-C2 61.0'1 4"APPROVED i a z I I i LL/ 1 M :w t DOMESTIC WATER I INTERCONNECTING PIPE BETWEEN DRAINAGE POOLS : o w -�, I I LINE TO METER d I �� o o I Tc:5a.ss' I- 18 DIA HDPE PITCH 1 /o MINIMUM. W I I L-A I \ t Z I 1 BC:54.33' VAbLT w a �.� �--� z I L C1 -� 'y I ROOF PIPE TO DRAINAGE POOLS : j I f w j I FLOOR I ! °%o w I Ur 6" DIA SDR-35 PVC PITCH 1% MINIMUM. I I W ! I \'�� I a ` W l 1 ELEV:55.00'. ! ;'O� I I Z c� t ! t v� I t°o Ci i o ROOF:6,548 SQFT I 1 I o I F- Q t I VL--C2-1 rw 1 - ALL PRECAST STRUCTURES TO HAVE REINFORCED TRAFFIC BEARING /lam w I I t® I w Z j w I g i ! �' /LL I I cl m COVERS AND CAST IRON FRAMES AND GRATES/COVERS TO GRADE v I I I I I w I O w O j 1 I ~ w I co O O o 1� cn I W 1 NO GROUND WATER ENCOUNTERED DURING SOIL BORINGS TEST t ! DRAINAGE ~ I I U) , j l i I °R3s�.. '; I x j = i I w TORMWATER DRAINAGE CALCULATIONS: W I AREA ° W w 61.66 PROPOSED ONE I °"'"``�'., I L-A L-C X C I w �' w cn :s1.so' stss sr' UI t l O O > I I I� w O I �� .I � I U I I p STORY STEEL I I I DRAINAGE AREA A: O Z Z w l r BUILDING ` 153,90' 1 ® 1 o 0 a ¢ I I W I PERVIOUS AREA= 8,460 sq ft X .25 X .17 = 359.55 cu ft I I W I FLOOR i ! �ti ` I ROOF RUN-OFF RL-A1 2 3 4 =3,250 sq ft X 1.0 X .17 = 552.5cu ft Z ELEV:55.00' I 1 ' j 1 1 W w I L-A L-C 1 .1' e.o' a.o' e.o' as.S' I TOTAL STORAGE REQUIRED= 912.05 cu ft I 0 I I O = O I , REQUIRED DEPTH OF 10' DIA. RINGS =912.5/68.4 = 13.3' MIN. I L-A L-D ---'---- ------- ---- - 1 , I ; . .2s 54.16 I sa' z �/ 1 PROVIDED = (1) 10' DIA. X 14'VERTICAL PRECAST DRAINAGE RINGS. I I O ( w ;, 0. I WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. MI W 1 O O O 1 1 REMOVED A I N AG E I ( 1 EXISTING TOPO D R I I I // Ii; 64, O w ( DRAINAGE AREA B: \ o I 65.0' �-- 21. ° z 1 = o 7C:54.66' o I PERVIOUS AREA 2,600 sq ft X .25 X .17 110.05 cu ft ARE t O I I N 29.0' 36.0' I I ROOF RUN-OFF RL-B1 = 812 sq ft X 1.0 X .17 = 138.05 cu ft I I '' � `O� ELEV:I e� 8'C:54.33' � � 1 I O I 1 t m Z L-A L-D --"' --' I 1 IMPERVIOUS AREA = 3,206 X sq ft X 1.0 X .17 = 545.02 cu ft W I 1 s2.o'+ -- uj 4'BL HAIN LIN I l I {' RD'6"SDR35@ 1%MIN. w O I = I ; N j x + a4.a3; o HT + :54.83' o xT^� 5390 o i TOTAL STORAGE REQUIRED = 793.12 cu ft FE CEO 3'± .C. -� DRAINAGE O t t / < `� `� `b I TC:54.75' o�� a CO RETAININ ALL I I rO BC:�4.25' , , 54.66' i 10.0'MIN 41.4' REQUIRED DEPTH O 10 DIA. RINGS = 793.12/68.4 = 11.60 MIN. AREA D l j O J ` 5.0 ? ! :5 90' 1 PROVIDED = (1) 10' DIA. EEP PRECAST DRAINAGE RINGS TE BORING q 1 1 I o o 54.66'. +sass' S4.6o'. ? 1 WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. 0-18-20 11 O p LEV 60. ± I O O I W � 'J c' l '�" �• I DRAINAGE AREA C: 1 4'BLACK CHAIN LINK 4759 8.0 5a.2f i I - N l _ 1 FENCE ON 7.3'±P.C. + :54.83' t 6• 5440* /? o t 1 I OO RETAINING WALL �� 50 I F<� PERVIOUS AREA 5,792 sq ft X .25 X .17 - 246.16 cu ft z I 1 " r_ ' 40.0' 3• 9•&' M ^ TCI54.66' I ROOF RUN OFF RL-C1,2,3 = 1625 sq ft X 1.0 X .17 = 276.25 cu ft 5a.so+ od i CN IMPERVIOUS AREA = 1,009 X sq ft X 1.0 X .17 = 173.53 cu ft I �` TEST BORING 1 O �oe�sa.00 25 9 TOTAL STORAGE REQUIRED = 695.94 cu ft MW-3:10-18-20111 ;' I p ELEV 60.5± 1 e�.70.� 954.6 54.339 1-1-3--, ;154zq 8� a O I I 8.0' % REQUIRED DEPTH OF 10' DIA. RINGS = 695.94/68.4 = 10.16' MIN. I � 1 b I O 6�' o v 22.3' N 1 TC:55.25' TC:55.10' TC:54.66' ( ( 1 PROVIDED = (1) 10' DIA. X 12' DEEP PRECAST DRAINAGE RINGS i m BC:54.75 BC:54.60 BC:54.16 i I WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. t I z (GONG. MO I F A ti 1 00 DRAINAGE AREA D: USE 8' DIA RINGS. 1 i I d n) O 1 11 \/�/ `��_„�,__ 62 ! 60' S8' 56' 54' 191 . 1 CONC� MON. N 5 55 31 V1V _ , _ 1 I W j PERVIOUS AREA 697 sq ft X .25 X .17 = 29.62 cu ft LOT 3 I W ROOF RUN-OFF RL-D1 = 812 sq ft X 1.0 X .17 = 138.4 cu ft N : ,�\ 1 : Z PRAI� � � � 0 10' 40' 100', r6 a < < IMPERVIOUS AREA = 7,473 X sq ft X 1.0 X .1 7 = 1270.41. cu ft BAR SCALE n r I \'• �O 3 •``` _\11. Q J .`- �_ ; � PERVIOUS SLOPE LOT 4: 2,610 sq ft X .50 X .1 7 =221.85 cu ft Scale: 1"=40' 1 ° �� =� ''; 1\ `, TOTAL STORAGE REQUIRED = 1,660.28 cu ft STORM kNATER MANAG EM ENT - ._. _ _ - t �•� j ��-`'�-� ��`'�� '156'�_L`� ^_� ��, REQUIRED 0. 8/42.2 39.3' MIN. _�, .,, �,�_ `�;, � _-_ Q DEPTH OF 8' DIA. RINGS 1,66 2 60 `` I -- PROVIDED = (2) 8' DIA. X 20' DEEP PRECAST DRAINAGE RINGS WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. 50' MIN. CAST IRON FRAME&COVER AS PER PLAN I -�.62 - DRAINAGE AREA E: 6,052 SQFT GRATE-CAMPBELL FOUNDRY TYPE 1184 I `'�-`' _ ---- T 4,298 sq ft FINISHED GRADE -_. -__� _ _ NATURE CONSERVATION EASEMENT BUT SUFFICIENT TO KEEP TOP ELEVATION(TOP) I r, SEDIMENT ON SITE i -�_\, ; _- -- PERVIOUS AREA 6,052 sq ft X .25 X .17 = 257.21 cu ft 8"MIN.-12"MAX. 24" N 62`\` 60 _ SILT FENCING APPROVED 8Y TOTAL STORAGE REQUIRED =257.21 cu ft BRICK LEVELING COURSE �---�+ t �� -"�� `` EQUIVALENT DEPTH OF 10' DIA. RINGS = 257.21/68.4 = 3.70'/N.A. 18"DIA HDPE PITCH I%MINIMUM.-_ PLANNING BOARD NATURAL GRADE AND CONSERVATION EASEMENT DRAINS NORTH Corrugated polyethylene storm drain pipe TRAFFIC BEARING M shall meet the requirements of Section PRECAST REINF. NORTHWEST. 706-14 of the New York State Department of CONC.DOME J� SOIL CLASS. DESCRIPTION TOWN OF SOUTHOl.D Transportation Standard Specifications- G ii P I N G AN P PRA(NAG E F LAN TOPSOIL (EL 60.5') 0'0 a " t8.o"Max.C. c. ® ® ®®0 ��// / ` TAN BROWN SAND DATE 3 ajQ0I --1 NON-SHRINK GROUT RAI E S CTURE SCHEDULE W v FILTER FABRIC MESH ® ®®0 N -5.0' , EFECTIVE DEPTH °W �� -. 4" ®®0 0' 10' �0' 40' 100' ,a{..� 4~ 0 m AROUND STORM Z STRUC TYPE COVFR 1E a 0 S 4ti GRADE DRAINAGE POOLS MIN. -�► COURSE TO " r n o �� Z ®0 MEDIUM SAND, - Of 0 Q /1 f 4 -� x 4 m MIXED GRAVELC1 -10' DIA DRAINAGE POOL GRATE 12'-0" O tl wA \a0 .� Y f y yI `�. , 6"MI'_ d 5 30 �+W - cV 101 DIA DRA INAGE POOL GRATE 20'-0" °� �� f�� w r J 0y/ a W BAR SCALE Scale: 1"=20' -DRY (E 18.5' p E C E IJ D2 8' DIA DRAINAGE POOL GRATE 20'-0" a= rr err f- ��/ _highest expected_ -42 p ¢ ¢ PRECAST REINF.CONC. X MIN.SAND DRAINAGE RINGS AND GRAVEL fOUn- Wat2C -A 5 ° a PERSPECTIVE VIEW o COLLAR ALL SW - DAMP- OCT 2 2016 w AROUND(TYP) ' �'- GROUNDWATER (EL10.5' 50 Southold Town LOT 2: S.C.T.M. # 100-083-03-4.9 36" MINIMUM 2 x 2 w ENCOUNTERED Planning Board SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED FENCE POST w 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. COURS TO rig Nicosia FILL T018"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. WOVEN WIRE FENCE SW MEDIUM SAND, SILT FENCING (6 x 6 - 10/10 WWF) OUTSIDE DIA.VARIES T MIN TO MIXED GRAVEL z GROUNDWATER PLAN VIEW FILTER CLOTH N -WE (EL 0.5') OPEN BOTTOM Iz�GIIST6R.�D A1zGH ITeGT S�oPF W � -60 PO Box 879, Rocky Point, N.Y. 11778 SAND AND GRAVEL BACKFILL TEST BORING MW-8 Telephone: (631)928-4456 EXISTING EMBED FILTER CLOTH �oF BORING LOG MW-3 BY MILLER E-Mail: architect o tonline.net GRADE MIN. 6" INTO GROUND z ° ENVIORMENTAL GROUP, INC. @ p CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED d..I 3 VIRGIN STRATA OF z O J VIRGIN STRATA OF 1.ALL DRAINAGE PIPES MUST BE PROVIDED WITH A MINIMUM 2'-0"OF COVER. THREES �fi�EY�ll1�G EAST 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. m 9 w DATED 10-18-2011 (ELEV: 60.5) EKED ARC .. SAND&GRAVEL z > SAND&GRAVEL 2.ANY UNSUITABLE MATERIAL UNDER THE LEACHING BASIN SHALL BE EXCAVATED FILLSTON (Min.)ABOVE EXISTING GRADE FOR DRAINAGE. SILT FENCING O§g HIGHEST EXPECTED GROUNDWATEF �� C COST NOTE: �1. AND REMOVED UNTIL STRATA OF SAND AND GRAVEL IS ENCOUNTERED. k q LOT 2 CUTCHOGUE BUSINESS CENTER MAXIMUM DRAINAGE AREA L`o AN ADDITIONAL 5'IS THEN TO BE EXCAVATED INTO THE VIRGIN SAND AND GRAVEL. ESTIMATED FROM MAXIMUM 8' C� CROSS SECTION 1/2 ACRE / 100 LINEAR FEET �-? CUTCHOGUE, N.Y. w z THE HOLE IS TO BE BACKFILLED WITH CLEAN SAND AND GRAVEL TO THE ELEVATION FLUCTUATION IN GROUND WATER Cr a->U) OF THE PROPOSED BOTTOM OF THE LEACHING BASIN. DATA BETWEEN 1976 AND 2012 AT . * &RAPING/PRAINAGF-/UTILITY PLAN TEMPORARY CONSTRUCTION ENTRANCE SECTION DETAIL USGS MONITORING WELL ' 3.ALTERNATE COVER:4"x 30"CONCRETE(FOR USE WITH 6"TO 18"OF COVER.) Rev Date:10/18/2016: 4.STEEL REINFORCED ON CONE SECTION: 12-#2 VERT., 1-#3 TOP, 143 BOTTOM. 410104072303301 S53324.1 LOCATED 1. Planning Comments SCALE: NTS SILT FENCE DETAILS STORMWATER POOL DETAL MILES SOUTHWEST OF SITE Rev Sanitary/Drainage 024515 p Scale: As Shown Rev Dat 10/18/2016 d SCALE:NTS 5. IF CHIMNEY IS REQUIRED,MINIMUM WALL THICKNESS SHALL BE 3". T '� AG-4 NOT TO SCALE PlannniingSub/misson OF N`� Job# 15122 By: E. Nicosia 4 OF 6 HEAVY DUTY CAST IRON NOW OR FORMERLY: 0030 GREGORY A. COX LANE. CUTCHOGUE, NY COVERS TO GRADE NP. GRADE SCTM2950 OREGON "SHTO H-20 12950 OREGON RD LOT 2 SCTM#: 1000-083-03-4.9 3"MIN.TRAFFI 24" 2'-0"MAX. 24" 24" T-0"MAX. 24 F I ZONING:AC AGRICULTURAL CONSERVATION D�IVE W AY USE:RESIDENCE SEARING TOP, � 20" CHIMNEY 20.. CHIMNEY 1'MIN. 2'-6"MAX. I PUBLICWATER ZONING: LI - LIGHT INDUSTRIAL: to MIN MIN MIN MINT g LIPA 2 LOT AREA=41,831 SQFT./(43,560 SQFT/ACRE)= 0.96 ACRES. INLET 6+. 1'-0"MIN. 6" FLOW LINE OUTLET z I SITE INFORMATION DERIVED FROM SUBDIVISION FILED MAP 6"DIA.SDR 35 FLOW LINE DATED 7/14/15 BY MARTIN D. HAND, LS. 'ITCH 1/4"/1'MIN 6"DIA.SDR TO SEPTIC TANKS 0 COX LANE 35 PVC 6"DIA.SDR 35 = ELEVATIONS HEREON REFER TO APPROX NAVD 1988 AND ARE 1.-W U) _d = PITCH 1/4"/1'MIN 0 „_ ,„_ ,„ _ „_ „ _ „_ „ THE RESULT OF ACTUAL FIELD MEASUREMENTS. o - „_ ,- „_"„_"„ _"w _ „ _ „ _ „_ „ _ „ _ EXISTING 12"S.C.W.A WATER MAIN W @� o Q o a " „ „ „ „ „ „ FLOOD ZONE:ZONE X- NO BASE FLOOD ELEVATIONS DETERMINED > > EP:55.06' EP:53.79' S4' EP:53.33' AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103C 0142 H EFF. DATE: SEP. 25, 2009. C! -- -- -••_..._ EXISTING EDGE OF PAVEMENT b z F_ p .._.._.._..._._ -.._.._.._58'_.._ SANITARY SYSTEM DESIGN DATA' g MONOLITHIC < CONIC. MO 0 1 BASE SECTION 1'-0" 1'-0" J w 4.0'W :� ��•9_ 60'_.. \: \• CON . MON. SITE SCDHS REFERENCE#"0010-16-0008 o - - SUBDIVISION SCDHS REFERENCE# S10-15-0006 U Z~ \ \ \ 194.52 I \ .00 i ( 6" SANITARY LINES USED THROUGHOUT OVERSIZED AS PER APPLICANT 12'-0"DIA. I 12'-0"DIA. I 4 z cU o�0� / r - -N z v \ j I I SITE LOCATION: SUFFOLK COUNTY GROUNDWATER MANAGEMENT ZONE IV(FOUR) }oo R \ \ 92' I I , 3'R \• I NO KNOWN SURFACE WATERSMETLANDS ARE WITHIN 300 OF THE PARCEL. 2X GREASE TRAP DETAIL Cc(o M w \ �; \• \ \ I of TBC.5a 9, ( /../ ALL PROPERTIES WITHIN 150'OF SUBJECT PROPERTIES ARE IMPROVED AND N o o z I \ 20'CONSERVATION EASEMENT \60' X58' X56' 54' _ ` _--__-_J I �3 s w I /' SERVICED BY PUBLIC WATER UNLESS NOTED AS VACANT. O N-Q --------- ----- �___L-_-�� . Ow�m� t-_- M o /.. HEAVY DUTY AND LOCKING CAST w> N O U 7�-- r r; STE DOWN I I ALLOWABLE SANITARY DENSITY: 600 GALLONS PER DAY/ACRE MAXIMUM. IRON COVERS TO GRADE TYR GRADE Q I ! \. I \ 1. i"r I TO EXISTING SYSTEM AASHTO H-20 D_ Q> TW:61.50' 3.5'RETAINING WALL' TW:58,16' 1 0 9o U " N _ 7.0' Bw:5a1s' Bw:5a:75' I ON SUBDIVISION 6 ACRES X 600 GPD = 576 GPD ALLOWABLE FLOW. 8"MIN.TRAFFIC 2'-0"MAX. 2'-0"MAX. U Q U `Z "r CD. `� ` 13'R z 1 BEARING TOP 24" CHIMNEY 24" 24" CHIMNEY 24" + 2'-6"MAX. p U (7 I� ? I I i PROPOSED GROSS FLOOR& USE AREAS: (NO TASTING ROOM) Z Z I 24.0' TW:58.16' 3.5'RETAINING WALL TC:54.75' T :54.50' m 20" 20" 20" 20" Z :w BW:54.83' BC:54',25' B :54.00' o O I 0 I z I 6,500 SQFT FIRST FLOOR= 6,307 BREWERY/STORAGE + 193 LAB/OFFICE INLET MIN MIN o F- 1- N I r� N a a I ! w Z) I L-" + 812 SQFT MEZZANINE= 542 STORAGE + 270 OFFICE 12"MIN. " OUTLET N ��' o 12 MIN. �� I Z� ° W 1 „ :Q w Q I :so.5 g Z z T71 1 I z 7,312 SQFT TOTAL= 6,849 BREWERY/STORAGE +463 OFFICE TOTAL 6"DIA.SDR 35 FLOW LINE FLOW LINE 18" 0- l I =' ° a z i I iI OFFICE USE IS LESS THAN 15% OF TOTAL GFA(463/7,312 =0.63 = 6.3%) 'ITCH 1/4"/1'MIN DROP TO LEACHING IU J I � wm cc w s"sDR35@�'/°""IN- / I TEE 6"DIA.SDR 35 ;vi / I �I TW:61.50' b ix 0.0' DESIGN FLOW RATE: 0.04 GPD/SQFT FLOW FOR BREWERY USE. PITCH 1/8"/1'MIN N I M1 BW:58.1s' M un � d 04 I o1 M HOT-ROK RPZ Cl) mt BLOCKY � DESIGN FLOW: 7,312 SQFT X 0.04 GPD/SQFT=293 G.P.D. IS LESS THAN 576 ALLOWABLE. THRU (3)8"OD SDR 35 :Zm I :58.16'; ENCLOSURE WATER LINE o W: 4.83" + :54.83`', BELOW CaRADz P I ELEV:1 54.66b �„ (EL50') SEPTIC SYSTEM DESIGN CAPACITY: REQUIRED TWO DAYS FLOW MINIMUM. CROSSOVER (n 61.0'1 L-A L-B1 t0' 4"'APPROVEDa PIPES 20"ON -X I I DOMESTIC WATER LIN / o I I = 293 GPD X 2 = 586 GALLONS. (USE 1200 GALLON MINIMUM). g= w CENTER 'W ' I i TO'METERVAULT ./ LU I PROPOSED SEPTIC TANK: ONE 8' DIA. x 5' LIQUID DEPTH �-o `� ' BC 54 33' w I = 300 GAL/FT X 5'LD = 1,500 GALLON CAPACITY PROVIDED. (OVERSIZE PER APPLICANT) PLAN SYSTEM/STRUCTURE LABEL LEGEND: w f 1 i L C1 _ a I LEACHING AREA REQUIRED: FLOOR o`• W I 293 GPD/1.5 GPD/SQFT./DAY= 195.33 SQFT = Q 1 ELEV:55.00" c9 w i STORM DRAINAGE: 1 ; i r$ , o !� MINIMUM REQUIRED SIDEWALL LEACHING AREA=300 SQFT -� u,o�''. REQUIRED 8' DIA. POOLS - 300/25 SQFTN.F.=12'MINIMUM E.D. 4" I I 4" l-I-• I I 11 q"T A#,B#,C#,D#= STORM DRAINAGE POOLS o I ' I ; FL--C21 ,_ \ Y , -� 12'-0"DIA 12'-0"DIA. .a- LETTERS CORRESPOND TO DRAINAGE ZONES O z I I 1, w /� I, I M PROPOSED LEACHING AREA: ONE 8 DIA. x 12 EFFECTIVE DEPTH LU Doi RL= ROOF LEADER LOCATIONS w I O > ! I 1 L_q i `\�� \ ' O i AREA PROVIDED FOR 50% EXPANSION. (NOT CONSTRUCTED) 2X SEPTIC TANK DETAIL NOTTOSCALE z f Q ' I i i B"s ~ I (293 X.5 = 88.5 GPD) (USE 300 MIN) 8'DIA. POOLS = 300/25 SQFTN.F.=8'X12' MIN. E.D. SANITARY&PROCESS PLANT SYSTEMS n o NOTATIONS CORRESPOND WITH CALCULATIONS o I ELEV 1 oM,:. I = I BREWERY PROCESS PLANT DESIGN DATA: HEAVY DUTY AND LOCKING CAST X ro IRON COVERS TO GRADE TYP. GRADE W w j :s1.so' 61.661 s2' 1 �� I I PROCESS PLANT DESIGN FLOW PER APPLICANT: 5,000 GALLONS PER DAY. AASHTO H-FF GT#="GREASE"TRAPS w C I 8"MIN.TRAFFIC 2'-0"MAX. z GREASE TRAP DESIGN: USE TWO DAYS DESIGN FLOW =5,000 X 2=10,000 GPD MIN. BEARING TOP 24" CHIMNEY 24" 2'-6"MAX. ST#= SEPTIC TANKS O I E U M I I o PROPOSED ONE STORY SLAB I (53.90' Y. O w I / I ON GRADE METAL BUILDING I , , , 20" 20" DP#: DISTRIBUTION POOL " �' I ; ; W -� I I USE (1) 12 DIA. x 7 LIQUID DEPTH=750 GAL.NF X 7'=5,250 GAL.+ (1) 12 DIA. d z WITH MEZZANINE �- INLET MIN MDP: MAIN DISTRIBUTION POOL X W / w I FLOOR I a' x 6.5 LIQUID DEPTH=750 GAL.NF X 6.5-4 875 = 10,125 GALLONS PROVIDED. 12"MIN. OUTLET I w ti I ' I ELEV:55.00' I XDP: EXPANSION DISTRIBUTION POOL co I B'DIA a ► L-A L-c 1 .1' a.o' a.o' e.o' 36.5' I SEPTIC TANK DESIGN:TWO DAYS FLOW MINIMUM=5 000 X2=10 000 GPD MIN. 6"DIA.SDR 35 FLOW LINE " 18" w 1q TO LEACHING I \\ I USE (2)TWO 12'DIA. x T LIQUID DEPTH= 750 GAL.N.F.X 7'= PITCH 1/4"/1'MIN DROP LP#= LEACHING POOLS I / z I =6" DR ST 6"SDR LP / I ( ) 6"DIA.SDR 35 O IE:52.0' S 8'X12' +54.0 5,250 GAL./TANK X2=10,500 GALLONS PROVIDED. TEE PITCH 1/8"/1'MIN XP#= EXPANSION LEACHING POOLS z i O ED I I 8" Q . .2 1E:5t.25' 5a.ts > I 1E:51.75 s I- 2 I B'x5' m,' IE:51.00' 54' Z Z PLAN TOPOGRAPHY/GRADES LEGEND O / W �l LD N : SANIT RY 111 a i I Oq LEACHING AREA DESIGN: ONE DAY FLOW MINIMUM = 5,000 GPD MIN. W z 1 w�oP CP SYSTEM w G.T. 0 W BAFFLE % ov N : ExISTING ' AREAFOR5o% ¢ O I 1 Oe 5,000 GALLONS PER DAY/1.5 G.P.D./SQFT./DAY= 3,334 SQFT ° W WALL TC =TOP OF CURB ELEVATION n 5 BC = BOTTOM OF CURB ELEVATION to I REMOVED] 64 ''81 2' EXPANSION w I ED s MINIMUM SIDEWALL LEACHING AREA REQUIRED. J TW=TOP OF WALL ELEVATION I a M I 65.0' ?00- ° ? I I 0 07• I 29.0' 36.0' 70:54.66' BW= BOTTOM OF WALL ELEVATION � ELEV:I q' ( PROPOSED LEACHING POOLS: o 60:54.33' r` O 62.0'+1 N 'D m L-Aa Ijj L-D :----,---- o ,T RD.6 SDR35 Q 1/MIN. + = SPOT/STRUCTURE/SYSTEM COVER ELEVATIONS O �F s 90 a I a� MD: MAIN DISTRIBUTION POOL#1: (1) 10' DIA. x 20.5' EFFECTIVE DEPTH . N �+ •54.83',, o H.T. + :54.83' o 8'D ° I =1x 20.5'V.F. X 31.4 SQFT.N.F. = 643 SQFT LEACHING AREA. Ij w u� IE:50.83' Ln W I TC:54J5' ' W I I ( ) EXISTING TOPOGRAPHY TO BE REMOVED Q /IE:50.66' �' BC:54.25' ?�., 'Fo a II I_ T Q- ~ IE:51.83' T GT 54.66' �" 6� tiA 'v 10.0'MIN 41.4' 8'-0"DIA r COVER 54.7 © ( ti `1 LP Lp DP2: DISTRIBUTION POOL#2: (1) 10' DIA. x 20.25' EFFECTIVE DEPTH . Illoll 4" _J 12'X7'LD t2'X6.5'LD 5.0' o, ST1 4 �3)6"CROSS I -:5 90' I 1 Q =1x (20.25 V.F.X 31.4 SQFT.N.F.) = 635 SQFT LEACHING AREA. 1 X SEPTIC TANK DETAIL EXISTING TOPOGRAPHY TO REMAINo PIP.5466' +sass' ,rx7Lo dwERs za O.C. a'° EXISTING SYSTEM ON NOT TO SCALE C77') TMPD AL5 54.60'+ �iE:46.16' \ 54.001+ IE:51.33' I I LP1,LP2,LP3,LP4: SATELLITE POOLS: (4) 10 DIA.x 19.3 EFFECTIVE DEPTH . PROPOSED TOPOGRAPHY cv ' SUBDIVISION LOT tk1$0, XP I =4 X (19.3'V.F.X 31.4 SQFT.N.F) =2,424 SQFT LEACHING AREA. HEAVY DUTY CAST IRON W PROCESS '� COVERS TO GRADE TYP'. GRADE 0 7 L 4'BLACK CHAIN LINK a.7s� IE:49.50' PLANT ,zxrL2D ;XPsa2 I 23.0' `3 AREA FOR 50% \• FENCE ON 7.3'1 P.C. + :54.83' ,axts.3' P 54.4 a0'x19.3' ,EXPANSION-TO BE PP' 2'MAX D ti o O I LEACHING AREA PROVIDED:643+635+2,424=3 702 SQFT. 3 334 MIN REQ. OVERSIZE PER APPLICANT 1'MIN. 2'-6"MAX. � \ RETAINING WALL `jr50 ED , 37.7 v'"'50 SIE.5 16 INSTALLED ^I I `\ LO^ CHIMNEY r ao.o' 3.5 9.8' P4 pE:49.50' ,o'x2o.zs IE:49.75' - 4' �IE:49.50' �1, 50% EXPANSION AREA:TO BE INSTALLED PER APPLICANT. 20"MIN. 54.8 + ao 6'SDR 35 TYPICAL 3 h0 ED s, 7� b p TC 4.66' ^' 3. IE:50.00' E5 d ` V TEST BORING to xis.3' g' Sp z 1x° �YosOq 's" 1 f DR3b r7)-. B 54.00 - 1 MW-3:10-18-2011 I ED 7 �E•A9 �O cy��s 11:49.75' S SR�cav '10'x19 I 25.9' I [ I © LP VALVE W/COVER D ' 8.0' XDP2 '�`eo ED ° I 5,000 X 0.5=2,500 G.P.D./1.5 G.P.D./SQFT./DAY- 1,667 SQFT TO LEACHING AASHTO H-20 ° ELEV 60.51 I 5a.7(Q 8 0 Qs4.s TO GRADE 54.330 -- ,+ 0+54.2 $ I O I I MINIMUM SIDEWALL LEACHING EXPANSION AREA REQUIRED. 6"DIA.SDR 35 TRAFFIC BEARING (n 60 c 1bx19.3' 17x16.3' ,7dxzo.5' - vnwE/ ,I7xzo.2s' ED ED 22.3' ED COVER ED , PITCH 1/8"/1' of MIN PRECAST DOMES I TO GRADE , 6"DIA.SDR 35 Q XDP3: DISTRIBUTION POOL#3 : USE 1 10 DIA. x 20.25 EFFECTIVE DEPTH . ct v I TC:55.25' TC:55.10' TC:�4.66' I I I ( ) INLET OR SLABS TYPICAL = p I m Bc5a.75 Bc:Saso o Bc:5a.1s A -E„ I LOT#1 =1x (20.25'V.F. X 31.4 SQFT.N.F.) = 635 SQFT LEACHING AREA. OUTLET u� z � � � Z CONIC. MO � _ J 3"MIN SLAB w w tp Bo sr I I XP1,XP2: SATELLITE POOLS: USE (2) 10' DIA. x 19.33' EFFECTIVE DEPTH . 18"DROP TEE AT EL:55.0' LL Xh°`� �o�° ��° W N 5�,°55'31 " W --�-- °0 191 .0 ,' so' Ss' 66' S4' CONCI. MON. z =2 X(19.3'V.F. X 31.4 SQFT.N.F). = 1,214 SQFT LEACHING DISTRIBUTION POOL o HOUSE 2.5' MAX I ~'� I F-,o> ` I I I �. ,, u, o TOTAL EXPANSION PROVIDED:635+1,214= 1,849 SQFT(1,667 MIN REQ.)(OVERSIZE PER APPLICANT) z N TRAP - \ I - N ��''�- s} W W \ W g OUT: in _ _ - - � I a � '' SEPTIC TOTAL INSTALLED LEACHING AREA= 3,702+1,849 =5,551 SQFT. > W TANK LP EXP �- co PERFORATED REINFORCED w w LLI �? Ln �I ( 1 '��'�-�C� ° 58 co LU PRECAST DRAINAGE RINGS U_ ; L1J W , W I ( I [ '�'�. . -�.�. CO; ''�-�: 5 ED BOTTOM OF POOL AT EL:39.00' I ( �-�,�\ ~'�{sow`•,, -` ~� `' LOT#3 I \ _••`_" •'--"- 3'MIN, IS 20.50'ABOVE HIGHEST L _ _J I I \ `'� ` � EXPECTED GROUNDWATER N I � \ y- - COLLAR EL:18.50' .. -••---•• 8'-0"&10'-0"DIA.SEE PLAN I "_ - - - - - 3'-0"MIN.ABOVE HIGHEST EXPECTED I ~ �. �- NOW O FR ORMERLY: F&S, LL . 6 MIN.PENETRATION INTO VIRGIN GROUNDWATER EL:18.50 �- I \ -� ` STRATA OF SAND AND GRAVEL HIGHEST '�.� '1.� SCTM#100008300030000400 RECORDED ^' I '�- 12820 OREGON RD...._--- BACKFILL MATERIAVEL GROUND WATER SANITARY SYSTEM PROFILE. ` V I \° !-� 60''---SUBDIVISION LOTS-'I-,3,4&5 BE SAND AND GRAVEL co ZONING:LI LIGHT INDUSTRIA'_ LEACHING POOL DETAIL NOT TO SCALE NOT TO SCALE I \.. ~�.� USE: INDUSTRIALNACANT q I \.• PUBL C WATER C14a M OCT 252016 / °- a � M - � = oX o a � � � _ Xa APPROVED BY SLAB _ 0 6" DIA.SDR 35 o XP 1-2 o in o X OuthoW TOWfI w o o � ^ co � r c° 3 DP1&XDP2 0 "' Q C° IN o EL:55.0' � z `� �' GTI GT2 0� d = o� STI ST2 d = MD 3 o 11, �, �, g- aW�I j I PLANNING BOARD Q Q = h GRADE h -U 4j COGRADE o U z Lo - A to LO GRADE SAN ITS I Rl gr l �i� o� z � � � Via- GRADE + + io N r1122:11 &-44 0 _ 6 C.I. U � o_ � 1.75 1.60 ioa � 2.5 WASTE I MAX N - Cl? N N N SOIL CLASS. DESCRIPTION TOWN OF SOUTHOL I + N EL 60.5 0'0 Scale: 1 -20 DATE Q- 01 -7 TOPSOIL ( ) 3 I a 9 66 1.0'MIN IE:51.3 OUT IN 66' out N 1 , IE:52.0 6„ FLOW LINE 1.17 1.17 IN � TAN BROWN SAND 0 10 0 0 100 HOUSE 6"FLOW LINE FLOW LINE _ FLOW LINE 18' 1.J IE:51.83' d o a IE:50.83' 6" 3" 3" IE:49.50' COURSE To TRAP �o �o a � d DROP IE:5O.16 18"DROP TEE AT � 5' 30' C7 a IE:50.66, °-� g o TEE DISTRIBUTION— 18" DROP TEE AT O MEDIUM SAND, � (3)8"OD IE:50. 0 POOL = fes- DISTRIBUTION = LO SW MIXED GRAVEL BAR SCALE SDR 35 H Oi POOL H rn -DRY a- (E 18.5 APPROVAL STAMP �= CROSSOVE _ �• ti LU `�w R PIPES 20" CL W W W = _highest expected_) _42 o CO o w ON o 0 - D W you3wafer 45 1'-0" 1'-0" CENTER W a 1 O' DIA. SW - SITE 6ric N 4 10' DIA. MAIN > 10' DIA. W ; DAM P- -50 CNgNs ; � `�r F- o - LEACHING GROUNDWATER EL10.5' 2X SEPTIC TANK ti DISTRIBUTION U DISTRIBUTION U W o POOLS N ( gy p `` IZE'GrISTE�Z�D A HITeCT 2X GREASE TRAP o POOL W POOL 1&2 W ENCOUNTERED t` ; W W Ci CODU TO ' N N W W U N SW MEDIUM SAND, ��o� o0k � 5.p < PO Box 879, Rocky Point, N.Y. 11778 F P, Telephone: (631) 928-4456 W MIXED GRAVEL ° Ln -WET- ,- \° ` ;�= *" ;` .�<1 E-Mail: architect@optonline.net PROCESS SYSTEM PROFILE N (EL0.5') f % ,\ O� W -60 ' `2% / REDAf?C THREES BRDNIN& EAST NOT TO SCALE co TEST BORING MW-� I, ' �`' \�,�� gas '�'i�, BORING LOG MW-3 BY MILLER LOT 2 CUTCHOGUE BUSINESS CENTER t- ENVIORMENTAL GROUP, INC. o� 4U CUTCHOGUE, N.Y. BOTTOM OF POOL AT EL: -. of 29.33' IS 10.83'ABOVE DATED 10-18-2011 (ELEV:60.5') BOTTOM OF POOL AT Y�TER/5ANITARY FLAN HIGHEST EXPECTED 29.33' IS 18.83'ABOVE HIGHEST EXPECTED GROUNDWATER ��:�, _. ��.-,,x/o f GROUNDWATER EL: ESTIMATED FROM MAXIMUM 8' �, =,x 2' NORTH , Rev Date:10/18/2016: TEST HOLE ._ L/ Planning Comments 18.50' GROUNDWATER FLUCTUATION IN GROUND WATER Rev Date:oB/,e/2o1s: y�, 024515 �Q� Scale: As Shown Rev Dat 10/18/2016 DATA BETWEEN 1976 AND 2012 AT KEY MAP Sanitary/Drainage (� { N.T.S. RevningSubmiss016: '✓F NES Job# 15122 By: E. Nicosia 5 OF 6 USGS MONITORING WELL Planning Submission F Z HIGHEST EXPECTED GROUNDWATER EL: 18.50 STAPLE ON ROK FACE "NO PARKING" "HANDICAP WALL SIGN \ PARKING ONLY" SIGN SUPPORT ROD DETAIL)(TYP.) (SEE 7 - SUPPORT ROD ANCHOR PARKING LOCKING HASP cn CONC. _ (DETAILED BELOW) = CURB N HANDICAP PARKING SIGN P4-6(12"x18") 31-011 GRADE INTERNATIONAL �- M I N BLUE SYMBOL FOR w CONTINUOUS"U"CHANNEL METAL POST HANDICAP mAS MANUFACTURED BY EASTERN METAL OF ELMIRA OF APPROVED EQUAL ct ANCHOR HINGE BACKFLOW VALVE o INSIDE ROCK d 8"0(SCH-80)STEEL PIPE,CONC.FILLED (SEE BOLLARD DETAIL) 1:12 max. slope U) o Flared sides 1:10 max. N W PAINTED HANDICAP BLUE slope HOT ROK (HEATED/INSULATED) RPZ ENCLOSURE 2 PAVEMENT(SEE DETAIL) Model# LR021067043 CURB RAMP InsideWidth 21 0 0 Insidel-ength 67 1 11 1 11 1 11 NOT TO SCALE InsideHeight 43 9 -0 9 -0 9 -0 9'-0" ShippingWeight 325# - NOT TO SCALE _ o Pad Size 90 x 40 > 0 M M SIDEWALK NOTES 1. PROVIDE APPLICABLE GFI PROTECTED POWER, U.L. STND. 943-NEMA 3R, 4,000 P.S.I. 11-6@10 CONCRETE INSIDE ENCLOSURES REQUIRING HEAT. MOUNTAT LEAST 6"ABOVE ANY WATER DISCHARGE POINT AND NEAR THE PIPE RISER ON THE ENCLOSURE 4"WIDE I ATOINAL ACCESS SIDE-OR- PER LOCAL CODE. 2 WAY DRIVE AISLE BLUE STRIPE (TYP.) HANDICAP PARKING SIGN PER PLAN 8"WIDE INTERNATOINAL BLUE NOT TO SCALE 2. POUR FULL CONCRETE PAD 4"THICK AROUND VALVE,ALLOWING A STRIPE AT 450 5' O.C. (TYP.) 502.6 Identification.Parking space identificationsigns shall include the 0000000000 International Symbol of Accessibility complying with 703.7.2.1.Signs MINIMUM 1" RADIAL SPACE BETWEEN VALVE RISERS AND PAD. identifying van parking spaces shall contain the designation'van 0000000000 accessible."Signs shall be 60 Inches(1525 mm)minimum above the 0000000000 OOOOOOOOO HOTROK IS CONSTRUCTED ENTIRELY OF PARKING AREA STRIPING AND r finish floororgroundsurfacemeasuredtothebottomofthesign. 0000000000 POLYISOCYANURETE FOAM (IN DIFFERENT DENSITIES) ALIGNMENT DETAIL WITH EXTERNAL FINISHES OF ISOPHTHALIC k GELCOAT 502.3 Access Aisle. Access aisles serving parking FULL RAMP spaces shall comply with 502.3.Access aisles shall adjoin an accessib/eroute. Two parking spaces shall be WIDTH permitted to share a common access aisle. aAxmaivl�vvartracsweot i��'Z ENCL.OSURE ��T�I1. APPROVED BY DETECTABLE WARNING PLANNING BOARD NOT TO SCALE 1'-2" TOWN OF S(�OUTHOLD 2 1 DATE 2) ► °�� 1 1 _ II � SWALE • D • ° Fig. 406.3 4,000 PSI @ 28 DAYS AIR ENTRAINED POURED Counter Slope of Surfaces Adjacent to Curb CONCRETE WALLSAND FOOTINGS. Ramps CONTROL JOINTS AND EXPANSION JOINTS. 5" THICK 4,000 PSI @28 DAYS PRE MOLDED BITUMINOUS • D° • CONSTRUCTION IN CONFORMANCE WITH ACI 3 AIR-ENTRAINED POURED EXPANSION JOINTS 20` 0.C. ONSITE PAVEMENT MARKINGS TO RECEIVE TWO COATS OF APPROVED PAVEMENT MARKING CONCRETE SIDEWALK WITH 6X6 PAINT APPLIED TO A MIN. WET THICKNESS OF 15 MILS. 1.4X1.4 WELDED WIRE MESH. CONTROL JOINTS 4' O.C. 2" COVER MIN. ° ° ° ALL PAVEMENT MARKINGS SHALL BE PLACED IN ACCORDANCE WITH THE NATIONAL MUTCD AND NYS SUPPLEMENT. #4 @ 12 O.C. HORIZ. REBAR (S&T) 8" THICK STABILIZED ONSITE PAVEMENT MARKINGS TO BE WHITE EXCEPT HANDICAP SPACES AND AISLES GRANULAR MATERIAL I CURB RAMP NOTES: -1 #5 VERTICAL REBAR @ 18" O.C. co I PREPAREDI SUBGRAi E I THE MINIMUM WIDTH FOR SIDEWALK CURB RAMPS IS 5'-0". ° SAND BACKFILL THE RUNNING SLOPE OF A CURB RAMP SHALL BE 1:20 (5%) MINIMUM (PREFERRED)AND 1:12 ° °°°° a° °o °1° °o °°°° °o) MAXIMUM. • t o°o °°010,0 0°0l o° WHERE THE SLOPE OF THE ROADWAY EXCEEDS 8.33%THE CURB RAMP LENGTH IS THE SIDE WALK DETAIL LENGTH NECESSARY TO MEET THE EXISTING SIDEWALK. IT IS NOT NECESSARY THAT THE a, °o ° °°° °° ° GRAVEL BACKFILL ° ° RAMP LENGTH EXCEED 15'-0". ° °° ° °° ° ° THE CROSS SLOPE OF CURB RAMPS SHOULD BE AS FLAT AS POSSIBLE, NOT TO EXCEED ° °11 °a� °o °� ° 1-1/2" APPROVED WEARING COURSE ON 2-1/2" °° °°° °° 1:50 (2%). THE CROSS SLOPE AT MIDBLOCK CROSSINGS MAY BE WARPED TO MEET STREET °°°°° DENSE BINDER COURSE ON 6" STABILIZED BASE OR HIGHWAY GRADE. • • °• --'u1:1 1 Ilop° •o• °°°° OF 3/4" STONE BLEND OR CRUSHED CONCRETE p °o;°��°o°oo°gam °ooa•g _ FILTER FABRIC OVER 2" DIA SCHEDULE ON PREPARED SUB GRADE THE VERTICAL ALIGNMENT OF A CURB RAMP, EXCLUDING THE FLARES, SHALL BE PLANAR. ° ° °°°° °° 40 PVC WEEP HOLES @ 4' O.C. GRADE BREAKS SHALL BE FLUSH AND PERPENDICULAR TO THE DIRECTION OF THE RAMP • • • a ° a0°°° ° a°°° _--------- 9• °° °y° °D °71 °O - -------- °1Qoo.o0 °°ooa•o411 211 111 811 RUN. °� ° ' FOUNDATION DRAINAGE SYSTEM EXPANSION JOINT EXPANSION JOINT RAMP TRANSITIONS BETWEEN WALKS, LANDINGS, GUTTERS, OR STREETS SHALL BE FLUSH d cd °1' Q D MAY BE REQUIRED IF CLAY 1" R\\ 1" R AND FREE OF ABRUPT VERTICAL CHANGES (1/4' MAX). 1 Q. °�°.ao °Q1°o - V 1 D p0 '°°° '°°°° CONDITIONS ARE ENCOUNTERED O 7I V °o o a�na0°o o °�°o°a° °° - c a °1D °1 N ° WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, FLARED SIDES WITH 0 °°o•�o 0�0°�0 Q0°°•. 0 #6 REBAR @ 32" O.C. TOP '�' ih '' A SLOPE OF 10% MAXIMUM, MEASURED PARALLEL TO THE CURB LINE, SHALL BE PROVIDED. `V 2" MIN. °°° o°°°° °°°°° #6 REBAR @ 16" O.C. BOTTOM x ° ° v THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE FOOT OF � ° °°°° °°°°° A CURB RAMP, LANDING, OR BLENDED TRANSITION SHALL BE 5% MAXIMUM °oDo,o°°;°o O�0°0 "o° °o ° ° °D ° , " O° 4,00 PSI @ 28 DAYS 4,00 PSI @ 28 DAYS AIR-ENTRAINED P-LA LANDING NOTES: #4 @ 16" O.C. — PROVIDE EXPANSION 811 AIR-ENTRAINED PROVIDE EXPANSION 911 POURED CONCRETE CURB ��" o m LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION OFA 5'-0" BY 5'-0" EXCEPT AT THE JOINTS 20' O.C. POURED CONCRETE JOINTS 20' O.C. � >c BOTTOM OF RAMPS TYPE 1 &2 ON SHEET 2 OF 4. ° 32 M THE RUNNING AND CROSS SLOPES ON LANDINGS AT INTERSECTIONS IS 1:50 (2%) MAXIMUM. MOUNTABLE CURB CURB / PAVEMENT DETAILCD 3'-6"Z 1'-2" 2'-0" _� j ALL CURB RAMPS, SIDEWALK GRADES AND CROSS GRADES _ l TO CONFORM TO: LOT 2: S.C.T.M. # 100-083-03-4.9 6'-8" FEDERAL AMERICANS WITH DISABILITIES ACT AND NYS CODE SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER REFERENCE STANDARDS ICC/ANSI A117.1 1"..x,.1.._ ....� Eric Nicosia BOTTOM OF FOOTINGS HAND DUG INTO DRY TOWN OF SOUTHOLD STANDARDS AND SPECIFICATIONS. UNEXCAVATED COMPACTED SANDY SOILS. PRESUMPTIVE BEARING CAPACITY:(SW) TYPE AMERICAN CONCRETE INSTITUTES SPECIFICATIONS, ACI 318. I7TL-.(IIST6IZcL..D ARGHIT6G7r SANDY SOILS= 2,000 LBS PER SQ.FT. PO Box 879, Rocky Point, N.Y. 11778 NOTIFY ARCHITECT IF FIELD CONDITIONS VARY IF CLAY OR OTHER UNSUITABLE MATERIAL IS FOUND BELOW Telephone: (631)928-4456 ANY BASE COURSE, IT SHALL BE REMOVED AND REPLACED E-Mail: architect@optonline.net WITH ADDITIONAL BANK-RUN MATERIAL FOR A TOTAL r�(9r, AR COMPACTED DEPTH OF 12 INCHES. BANK-RUN MATERIAL cy� THREES BREY�IIN6 EAST ETAIi I I S ALL SHALL CONTAIN A MINIMUM OF 15% GRAVEL. os/q �F LOT 2 CUTCHOGUE BUSINESS CENTER I� I� r C' CUTCHOGUE, N.Y. Scale: 3/4"=1'-0" Scale: 3/4"=1'-0" SITE DETAILS Rev Date:10/18/2016: �. Planning Comments Rev Date:08/18/2016: 51 024575 �p� Scale: As Shown Rev Dat ' 10/18/2016 Sanitary/Drainage t' Rev ningSubmissi n OF NF� Job# 15122 By: E. Nicosia 6 OF 6 Planning Submission NOW OR FORMERLY:BOYD,GREGORY A. HEAVY DUTY AND LOCKING CAST SCTM#1000083000300003001 CUTCHOGUE BUSINESS CENTER SUBDIVISION APPLICANT: AASHTO H-20 8" IRON COVERS TO GRADE TYPICAL GRADE 12950 OREGON RD MIN.TRAFFIC ZONING:AC AGRICULTURAL CONSERVATION COX LANE.CUTCHOGUE, NY BEGINNING MIDDLE END,•)."LC.o-�""- BEARING 2a" 2'-0"MAX. 24" 24• 2'-0"MAX. 24" 1'MIN. 2'-6"MAX. I USE:RESIDENCE DIIVEW�AY LOT SCTM#: 1000-083-03-4.9 333 DOUGLAS ST 1�c^ PUBLIC WATER PRECAST TOP . 20" CHIMNEY 20« CHIMNEY ,w MIN. M N MIN. MIN- ZONING: LI-LIGHT INDUSTRIAL:20" BROOKLYN, N.Y. 11217 =an ` 8 LIPA 2 LOT AREA=41,831 SQFT./(43,560 SQFT/ACRE)=0.96 ACRES. OWNER: r e INLET 61' 1'-0"MIN. �. . ; 6" FLOW LINE OUTLET F & S. L.L.C. :I FLOW LINE z I SITE INFORMATION DERIVED FROM SUBDIVISION FILED MAP 538 EDWARDS AVE UE°n ' 6"DIA.SDR 35 PITCH 1/4"/1'MIN 35 PV SDR TO SEPTIC TANKS I I DATED 7/14/15 BY MARTIN D. HAND, LS. CALVERTON, N.Y. 11933 3s PVC 6"DIA.SDR 35 > COX L < m = ELEVATIONS HEREON REFER TO APPROX NAVD 1988 AND ARE a o a Q = PITCH 1/4"/1'MIN Cl) a cn -<rw-<,--<,w -<,w -<,w -<,w-<,w -<,w-<,w-<,w-<,w - ,w -<,» ",w EXISTING 12"S.C.W.A WATER MAIN I THE RESULT OF ACTUAL FIELD MEASUREMENTS. LU _ h (�� Q N N W W c c w crw--crw c,w <rw crw ciw c,w crw- ciw c,w - crw crw -T-crw crw c c,w --crw _ciw - c,w crw c w cr •.''`• J{ �J � LL LL �_ _� �_c,w rw-_ r ,wl- w__crw- • . ' tS' aU o I FLOOD ZONE: ZONE X-NO BASE FLOOD ELEVATIONS DETERMINED •,- c1 EP:55.o6' EP:53.79' 54' EP:53.33' AS SHOWN ON THE F.E.M.A. F.I.R.M.36103C 0142 H EFF. DATE:SEP.25, 2009. t t EXISTING EDGE OF PAVEMENT (0 zz s _ z SANITARY SYSTEM DESIGN DATA: IC 0 _.. \'' \: SITE SCDHS REFERENCE#" CO 10-16-0008 BASEOSECT ON 1'-0" 1'-0" J J f CONC. MO i o -___ - \� SUBDIVISION SCDHS REFERENCE#"S10-15-0006 o w� 4.0 W �t' 60_..- -- \ CON . MON. 12'-0"DIA. I-I I 12'-0"DIA. 14 z U o 0 o J /' \ \, F I 6"SANITARY LINES USED THROUGHOUT OVERSIZED AS PER APPLICANT o z o / i \ �.. 194.52' '' .00 I SITE LOCATION: SUFFOLK COUNTY GROUNDWATER MANAGEMENT ZONE IV(FOUR) 2X GREASE TRAP DETAIL ..>:.0g2-N z� NO KNOWN SURFACE WATERS/WETLANDS ARE WITHIN 300 OF THE PARCEL. \. ` \ 3 R ..\ - M /CV \ \' 52 I I / ALL PROPERTIES WITHIN 150' OF SUBJECT PROPERTIES ARE IMPROVED AND . W o o W J 1 � 1 TC:54 9' I SERVICED BY PUBLIC WATER UNLESS NOTED AS VACANT. O F- I • ' \ 20'CONSERVATION EASEMENT ° I BC:53 9 ' AASHTO H-20 8" HEAVY DUTYAND LOCKING CAST IRO MI N o,�v z __ -- 6-0_- 58'-- 56'- 54' __ _ o N-Q -------- ----- ---- ------ MIN.TRAFFIC COVERS TO GRADE TYPICAL GRADE W o ALLOWABLE SANITARY DENSITY:600 GALLONS PER DAY/ACRE MAXIMUM. ow-co STE DOWN ww BEARING w> �O Q \ 1 \ � /"I� I o I TO EXISTING SYSTEM 0.96 ACRES X 600 GPD =576 GPD ALLOWABLE FLOW. 2'-0"MAX. 2'-0"MAX. d' Q> I o TW:61.50' 3.5'RETAINING WALL', TW:58.16' /" w -Z a ON SUBDIVISION LOT PRECAST TOP 24" CHIMNEY 24" 24" CHIMNEY 24 2'-6"MAX. O U •• N I 7 0' I z "Z)I- I U Q w aZ / \ I ti BW:58.16' BW:54.75' , 13'R z z ( #1 cn ? la I STORM o - o PROPOSED GROSS FLOOR& USE AREAS: (NO TASTING ROOM) 8" 20' 20" 20",j20" Z Z ( DRAIN m 24.0' TW:58.16' 3.5'RETAINING WALL TC:54.75' T :54.50' !o a w In I i 6,500 SQFT FIRST FLOOR= 6,307 BREWERY/STORAGE + 193 LAB/OFFICE INLET 12"MIN. MIN 12" MIN. MIN OUTLET z :W I a J BW:54.83' BC:54'25' B sx.00' oo _ A z I + 812 SQFT MEZZANINE= 542 STORAGE + 270 OFFICE I ° '' N ' I I�® o� DRASTOIN j ]NF- Q W -� L_ 7,312 SQFT TOTAL= 6,849 BREWERY/STORAGE + 463 OFFICE TOTAL° 6"DIA.SDR 35 FLOW LINE FLOW LINE 18" TO LEACHING ;Q w Q I Zso.s o a z ® O t� • i z I 54'- TEE 4� I OFFICE USE IS LESS THAN 15% OF TOTAL GFA(463/7,312=0.63 =6.3%) PITCH 1/4"/1'MIN o DROP 6"DIA.SDR 35 13; D' I w-i a 1°hM�N' _ :53.90 TEE PITCH 1/8"/1'MIN U J ( e; w m = w 6•sDR--- r �,.� DESIGN FLOW RATE:0.04 GPD/SQFT FLOW FOR BREWERY USE. o- =6 ' �I TW:61.50' rh - o.o' �••-•.-. DESIGN FLOW: 7,312 SQFT X 0.04 GPD/SQFT=293 G.P.D. IS LESS THAN 576 ALLOWABLE. M BW:58.16' e•> in 't !� THRUST 5 z (3)8"OD SDR 35 I I I HOT-RC1K RPZ �"? IBLOCKS i LU °»- g CROSSOVER „(' ! I :58.16'/ '� 't ENCLOSURE _ A W; •83v + :54.83', b SEPTIC SYSTEM DESIGN CAPACITY: REQUIRED TWO DAYS FLOW MINIMUM. ELEV: _ I = 293 GPD X 2 =586 GALLONS. (USE 1200 GALLON MINIMUM). a PIPES 20"ON 'z ' I , 54.66' _ I = w CENTER u~i I I L-A L-B1 1a._ " �2" 'wPPROVED L " M I. w I - 61.0 I R F I ROOF DOMESTIC WATER LIN a I I PROPOSED SEPTIC TANK: ONE 8 DIA. x 5 LIQUID DEPTH iW :w ' i I DRAN DRAIN a'BELow 0 I = 300 GAL/FT X 5'LD = 1,500 GALLON CAPACITY PROVIDED. (OVERSIZE PER APPLICANT) MEZZANINE: I TC:54.66' GRADE Z 11 ROOF BC:54.33' z 1 , OFFICE:270 SQFT I DRAIN I LEACHING AREA REQUIRED: STORAGE:542 SQFT "' ; OTAL:812 SQFT GROSS L C1 , w 293 GPD/1.5 GPD/SQFT./DAY= 195.33 SQFT = `r PLAN SYSTEM/STRUCTURE LABEL LEGEND: w I I I a i I > I I {' FLOOR o`', w ( MINIMUM REQUIRED SIDEWALL LEACHING AREA=300 SQFT Q ® ELEV:55.00' t7 , ;' i I z_°�'', I REQUIRED 8 DIA. POOLS =300/25 SQFTN.F.=12 MINIMUM E.D. 4" 11 r " 4" I-I-- 11 11,4" STORM DRAINAGE: � 1 J L ° I -� 12-0 DIA 12'-0"DIA. � 1 - - - - - - - - FL-C-2-1 � �';N O�',, ' I PROPOSED LEACHING AREA: ONE 8' DIA.x 12'EFFECTIVE DEPTH A#,B#,C#,D#= STORM DRAINAGE POOLS O I , ;! LETTERS CORRESPOND TO DRAINAGE ZONES w z I I ROOF 1 w LL I Zh C7 LU , FIRST FLOOR:6,500 GROSS SQFT DRAIN ,, ,�� o AREA PROVIDED FOR 50% EXPANSION. NOT CONSTRUCTED 2X SEPTIC TANK D ETAI L NOTTO SCALE RL= ROOF LEADER LOCATIONS LU I ® W L-A i LAB/OFFICE:193 SQFT I', ' 0 I I C° (293 X.5=88.5 GPD)(USE 300 MIN)8' DIA. POOLS =300/25 SQFTN.F.=8'X12' MIN. E.D. � ;' BREWERYISTORAGE:6,307 � 1. tIR Y DUTYAND LOCKING CAST t ¢ J I I o IW + I ! ' I SANITARY& PROCESS PLANT SYSTEMS BUILDING , s•a�� I BREWERY PROCESS PLANT DESIGN DATA: COVERS TO GRADE TYPICAL GRADE ( i OFFICE:193 270= 463 GROSS SQFT Ra ' T AASHTO H-20 NOTATIONS CORRESPOND WITH CALCULATIONS X o I ELEV i' BREWERY STORAGE:6,849 GROSS SQFT S� i i PROCESS PLANT DESIGN FLOW PER APPLICANT: 5 000 GALLONS PER DAY. 8' MIN.TRAFF2'-0"MAX. BEARING TOP CHIMNEY 24" 2'-6"MAX. 61.661 GT#="GREASE"TRAPS w I o % 1 slso' i 62` OFFICE AREA IS 6.3%OF " I C _ _ 1 p ' TOTAL GROSS FLOOR AREA I I GREASE TRAP DESIGN: USE TWO DAYS DESIGN FLOW-5 000 X 2=10,000 GPD MIN. 20" ST#= SEPTIC TANKS w �,� , o (463 SQFT/7312 SQFT=0.63=6.3%"> , STORM 1 r MIN z ch I PROPOSED ONE STORY SLAB DRAIN 153:90' I USE(1) 12 DIA. x 7 LIQUID DEPTH=750 GAL.NF X 7=5,250 GAL.+ (1) 12 DIA. INLET12"MIN. OUTLET 00 I I ON GRADE METAL BUILDING I W x 6.5'LIQUID DEPTH=750 GAL.NF X 6.5`=4,875 = 10,125 GALLONS PROVIDED. DP#: DISTRIBUTION POOL cn d z I 1 WITH MEZZANINE i 6"DIA.SDR 35 MDP: MAIN DISTRIBUTION POOL 0 x w w I FLOOR RooF I I FLOW LINE " 18" 4 w , DRAIN ti' SEPTIC TANK DESIGN:TWO DAYS FLOW MIINIMUM=5 000 X2=10,000 GPD MIN. PITCH 1/4"/1'MIN 14" TO LEACHING w j ELEV:55.00' j VDIA I I ' DROP 6"DIA.SDR 35 XDP: EXPANSION DISTRIBUTION POOL I v, I L-C TEE to ► L-A 1 .1' ` 8.0' 1`' s.a `', 8.0' 36.5' I USE (2)TWO 12' DIA. x T LIQUID DEPTH=750 GAL/V.F.X T= PITCH 1/8"/1'MIN w 1 RooF DR s"s0R 5,250 GAL./TANK X2=10,500 GALLONS PROVIDED. 8rr LP#= LEACHING POOLS I I / Z I D�`I"' IE:52.0' 5 ST 35 LP f- ° I 2'MIN.CAST IRON PIPE O EzD12' +54-° I a z XP#= EXPANSION LEACHING POOLS ¢ I THROUGH FOUNDATIONWALL X •2 54.16 I I LEACHING AREA DESIGN: ONE DAY FLOW MINIMUM = 5,000 GPD MIN. w g > I !E: 1.75 s 1E:51.25' F r BAFFLE 1 � °�1 18"X22"TRAFFIC BEARING PRECAST 8'x5' o;' IE:51.00' 54' Z ' p W LU CLEANOUT ACCESS BOX WITH LD N i SANITARY w I O q WALL PLAN TOPOGRAPHY/GRADES LEGEND ® i LOCKING STEEL COVER. 6� SYSTEM i w I G.T.1 5,000 GALLONS PER DAY/1.5 G.P.D./SQFT./DAY= 3,334 SQFT �' z �' I MINIMUM SIDEWALL LEACHING AREA REQUIRED. ° v I EXISTING n AREA FOR 50% Q I B M TC =TOP OF CURB ELEVATION I I o TOPO 6q' 89 EXPANSION Lw Q I I BC = BOTTOM OF CURB ELEVATION , REMOVED] 1 ED w I PROPOSED LEACHING POOLS: TW=TOP OF WALL ELEVATION I N I 6 7C:54.66' 20�` ° z I I 715 29.0' 36.0' `! ifl rJ BW= BOTTOM OF WALL ELEVATION ELEV:I DRANK o DRAIN BC:54,33' I 15.T.1 MD: MAIN DISTRIBUTION POOL#1: (1) 10' DIA. x 20.5' EFFECTIVE DEPTH . 17- OD m 62.0'+` LA w w L-D ,�_--RD:6"SOR35@1%MIN.I � � W I I e� =1x(20.5'V.F.X 31.4 SQFT.N.F.) =643 SQFT LEACHING AREA. + = SPOT/STRUCTURE/SYSTEM COVER ELEVATIONS o + :54.83' o m ^�`" 5 9 8'D STORM o 4" I I 8'-0"DIA I I.. N = + :5x.83' H.T, 4w --- v eci en IE:50.83' vi X11 TC:54.75' DRAINS W EXISTING TOPOGRAPHY TO BE REMOVED `2 /IE:soss'. Bc:�a.25' y�o a DP2: DISTRIBUTION POOL#2: (1) 10 DIA.x 20.25 EFFECTIVE DEPTH . 1 X SEPTIC TANK DETAIL X �_ I IE:51.83' C,T L;T 54.66' A�y 10.0'MIN. 41.4 =1x (20.25'V.F.X 31.4 SQFT.N.F.) =635 SQFT LEACHING AREA. COVER 54.7 , 1, '\ ti p LP1 LPZ NOT TO SCALE .-I / 12'X7'LD 1ZX6.5'LD 5.0' o, S71 I ` I I O O �3)8"CROs 5 90' , , IV, V HEwAVY DUTY L&OCKING CAST x'-- EXISTING TOPOGRAPHY TO REMAIN '&°54.66' .54.66' lrxrlo QVERS20";O.C. ! I 8'o I I �' LP1,LP2,LP3,LP4: SATELLITE POOLS: (4) 10' DIA. x 19.3 EFFECTIVE DEPTH . sa.so'+ / =4 X(19.3'V.F.X 31.4 SQFT.N.F) =2,424 SQFT LEACHING AREA. IRON COVERS TO GRADE TYPIICA�RADE STORAGE p 46.16' ! 54.00'+ 6"SDR 35 IE: I\ q• TYPICAL EXISTING SYSTEM ON IE:51.33' � I I SUBDIVISION LOT#1 --- PROPOSED TOPOGRAPHY \, WLP� PROCESS T XP \. 4.7 IE:49.50' PLANTIlf ® B'0� I c I LEACHING AREA PROVIDED:643+635+2,424=3,702 SQFT.(3,334 MIN REQ.)(OVERSIZE PER APPLICANT) 4'BLACK CHAIN LINK 1Z'X7'LD 1' �. 2'-6"MAX. XO 10x19.3' 23.0' a' 54.4 + 70'x19.3' AREA FOR 50% O Z MAX• 20"MIN. FENCE ON 7.3't P.C. + :54.83' ;' AREA N-ro BE RETAINING WALL $O ED D t INSTAL�.ED ti 50% EXPANSION AREA:TO BE INSTALLED PER APPLICANT. CHIMNEY m \ 37.2 +05a.5o IE:50.16' �° I \ i to P 10'xzo.zs'.-,E:49.75' _� LU r 40.0' 3.5 9.8' � ,E;49.50' �, IE:49.50' TC 4.66' TO LEACHING w> s4so� �; s"sDR35TYPlcAZ33 ��d ED s's 73 , °° / P N I 5,000 X 0.5=2,500 G.P.D./1.5 G.P.D./SQFT./DAY= 1,667 SQFT IE:50.00' 1 D O s g5 B 54.00 r 6"DIA.SDR 35 g It z v I` \ TEST BORING I 1o'Eo.3' 8�k A9 So tG %glias IE:49.75' SDR d59 I 25,g' I MINIMUM SIDEWALL LEACHING EXPANSION AREA REQUIRED. PITCH 1/8"/1'MIN Lu r 1 ( �P2 © XDP2 ED TRAFFIC BEARING w / MW-3:10-18-2011 VALVE W1 VER 8.0' g0 ,• O \�• g• < 6 g1cP 1ax1s PRECAST TOPS 6"DIA.SDR 35 ug w O , ELEV 60.51 I 54,7c© 0+54.6 TO GRADE 54.330+ �-- - ()54.2 I b i C:) I XDP3: DISTRIBUTION POOL#3 : USE (1) 10'DIA. x 20.25'EFFECTIVE DEPTH . INLET m O I- Z Z ( b�y 10'x19.3' 8.0' 10'x19.3' W&20.5' j VALVE/ 10'x20.25' OUTLET -wrn I ^�, 60' O 1 ED ED 22.3' ED _' TCOVER OGRAgE ED M I =1x(20.25'V.F. X 31.4 SQFT.N.F.) =635 SQFT LEACHING AREA. LL J Z N I TC:55.25' TC:55.10' TC:5'4.66' I 1 3"MIN X 9 U Y ' i m BC:54.75 BC:64.60 BC:54.16 ., 18"DROP TEE AT a FRESH AIR P F-o -- ' I LOT#1 XP1,XP2: SATELLITE POOLS: USE(2) 10' DIA. x 19.33' EFFECTIVE DEPTH . 0 Z CONC. MO r LL INLET cv a ! 1 =2 X(19.3 V.F.X 31.4 SQFT.N.F). = 1,214 SQFT LEACHING DISTRIBUTION POOL !Y = z N SLAB ED c�?< n n 62' ! 60' 58' 56' 54' CONE. MON. o �O 00 00 w N 54- 055'31 , C7° 191 .01 i L TOTAL EXPANSION PROVIDED:635+1,214= 1,849 SQFT(1,667 MIN REQ.)(OVERSIZE PER APPLICANT) w g EL:55.0 a < �p� 'k. '� i -,.�,y I p o w w w HOUSE X \ ( o �� "'~ ! I --� TOTAL INSTALLED LEACHING AREA=3,702+1,849 =5,551 SQFT. 2.5 MAX '� �, TRAP r i N ~---.(56 W i \ PERFORATED REINFORCED ,V,, PRECAST DRAINAGE RINGS LL of OUT:52.O' ti SEPTIC p I \ \, -_^ '� ~ 54' - U.1 ¢ 2'MIN. CAST IRON TANK LP �� EXP I j ~�� -`�'�58 N 1 -� I l t. `,3'.? "rt t .c:1' �sh� g, 9 I. > N o s� e 1 "��'� ., rer:` o.a�,. f CiF''•'s 3'MIN, PIPE THROUGH LLI t j LC)I I \ I -��`' ,` `` - .�� *0 I\ �.. I Ala,pa l fi,r('Gs _ -. c:i -G.t,�t I<.�n w FOUNDATION WALL - W I �/h 1'` 56' -•-�.. iii 1 y; ,:I. , ss m COLLAR W -I L.%_' 1Flo vv I • -„_.._.._.._. •- .._ ..-..- _ ... - ��fl $ p o I LOT#3 6"MIN.PENETRATION INTO VIRGIN T-0"MIN.ABOVE 12 ED I . , .� , STRATA OF SAND AND GRAVEL HIGHEST BOTTOM OF POOL ATEL:39.00' L - - J ( �� `� 1S 20 50'ABOVE HIGHEST IUD y-\- \,,,58, ` „ •• -•• LY e g., tl BACKFILL MATERIAL TO RECORDED �i♦ I �: '\ r.. I f :•. EXPECTED GROUNDWATER N \ ^\ �!- r';r � AN AND RAVEL - - MF , BES D G GROUND WATER B - - - - _ , 1�,: f r:• EL.18.50' Z 1 \ ��.�? NOW OR FORMERLY F&S,LL F+ c: } , HIGHEST EXPECTED �" I -`.�- '�`�d".r :'z,-Cts .. .<.n. - a SCTM#100008300030000400 t I GROUNDWATER EL.18.50 '� .-,,,.., . ..- -•-^. _^. • 1 LEACHING POOL DETAIL --`'�-�.�- -- _. _- -- � 1 NOT TO SCALE ., `ry ;•;I•>t,• d;> 12820 OREGON RD-_ r;�er;Es,=< o ;y4:r,�:`:�: _.. j.l, ...j.a.• ` r••! i N ` Cov¢i'' iz � I \ -�'� --SUBDIVISION LOTS-1,' ,A&5 u r=C t. e't;.:... : t., L^ I„ SANITARY SYSTEM PROFILE: 6INDUSTRIAL lary ZONING-11 LIGHT USE:INDUSTRIAL/VACANT 16"X22"TRAFFIC BEARING PRE+CAS NOT TO SCALE I w ,\ PUBLIC WATER �••/ '� C;t, I CLEANOUT ACCESS BOX WITH r- LO r * * � d , .. (U,3f - FRESH AIR �k D- co � ��A� 2 � 2017 i G3 M _ D_ o a a; LP1-3 & a -- _ so0'110u Tov"m INLET D- OCKING STEEL COVER. ch - J SAN ITAY / WATER FLAN} N SLAB co co - l o 0 6" DIA. SDR 35 X o in o XP 1-2 x x _.. ' �a ry -_aW_ .-..--..,.- _, .�._ . a .,v�� _�_ Pianni,g,Board o ��O 0 � co�O o� `� ` "� DP1&XDP2 � N Q `° ��" � -_ �. EL:55.0' � h�` GRADE GT1 GT2 D� d = 0� STI ST2 a MD �� o Ln LO LO GRADE �r -- = 40 o U GRADE h o F- ? X GRADE + + _ �-=��w r - SOIL CLASS. DESCRIPTION I- _ e tw 'k 4.0 ' U 1.75 1.60 - - 6° C.I. F- z cn o_ 2.5 N m o_ ch LO rh TOPSOIL ( ) ' _ _ EL 60.5' � WASTE ifl D_ M 6 N N C, 2 c i 1 ,,� In N TAN BROWN SAND Scale: - + -S.o' 0 10' 0 40 100 1.o'MIN IE:51.33' OUT IN OUT CO COURSE TO E:52.0 6n FLOW LINE 1.17 1.17' IN co HOUSE 6"FLOW LINE FLOW LINE TRAP IE:51.83 d o a IE:50.83' 6" ap FLOW LINE 3.. 3' IE:49.50 sw 4 18 � MEDIUM SAND, 5' DROP IE:50.16 MIXED GRAVEL 5 E a ¢ 18 DROP TEE AT , BAR SCALE 2'MIN.CAST IRON 5 r d<.I o 0 0 o TEE _ 18 DROP TEE AT _ -DRY r IE:50.66 _ 5_ DISTRIBUTION o (E 18.5) PIPE THROUGH @� O N (3)8"OD O FIE.5-0. 0 POOL = ti DISTRIBUTION = LO highest expected -42' FOUNDATION WALL SDR 35 F- 6 POOL F- groundwater , CROSSOVE a � a -45 APPROVAL STAMP I- W W SW -DAMP- P-w LU a R PIPES 20" W p W _ -50'1'-0.. 1'-0" '� ON '� W W , GROUNDWATER (EL10.5') 0/0' 6ricNicosia CENTER > > W 10 DIA. ENCOUNTERED �Nq SITE = •_ : ' 10 DIA. MAIN 10 DIA. CD Ns , ,. 0 o LEACHING COURSE ro Rom = �iGil T£ i� NIT£GT DISTRIBUTION c~j DISTRIBUTION ~ p � U W o POOLS N SW MEDIUM SAND, R '7 A1� 2X GREASE TRAP 2X SEPTIC TANK o '� W w MIXED GRAVEL o POOL POOL 1&2 L LLc�i njF- cw -WET- LL Po cOO� 5� PO Box 879, Rocky Point, N.Y. 11778 N LL N W W W (EL 0.5') -60' �G1`° �9NF c� :. Telephone: (631)928-4456 PROCESS SYSTEM PROFILE °� ��rk -` A:: E-Mail: architect@optonline.net N �. TEST BORING MW-3 0� ,-:. � r 0 o W BORING LOG MW-3 BY MILLER �� A C THREES i�REI�IINC� EAST N N c7 ENVIORMENTAL GROUP, INC. NOT TO SCALE DATED 10-18-2011 (ELEV:60.5') o ^ c4 / �y LOT 2 CUTCHOGUE BUSINESS CENTER `- HIGHEST EXPECTED GROUNDWATER p� -t CUTCHOGUE, N.Y. BOTTOM OF POOL AT EL: ESTIMATED FROM MAXIMUM 8' I 29.33'IS 10.83'ABOVE BOTTOM OF POOL ATE : FLUCTUATION IN GROUND WATER Rev Date:12/4/2016: "I JI WATER/SANITARY FLAN HIGHEST EXPECTED 29.33'IS 18.83'ABOVE DATA BETWEEN 1976 AND 2012 AT �o� NORTH SCDHS#2 ,N� - GROUNDWATER EL: Rev Date:10/3/2016: w TEST HOLE USGS MONITORING WELL m- SCDHS I&1 Update X24 Scale: As Shown Rev Dat 12/4/2016 18.50' GROUNDWATER 410104072303301553324.1 LOCATED 1.2 Rev Date:08/18/2016: JAS- 1 MILES SOUTHWEST OF SITE KEY MAP N.T.S. RevlSanDate:07/182016: ob# 15122 By: E. Nicosia I1 01= 1 Planning Submission o F; z HIGHEST EXPECTED GROUNDWATER EL:18.50 w NOW OR FORMERLY:BOYD,GREGORY A. AASHTO H-20 8" HEAVY DUTY AND LOCKING CAST SCTM#1000083000300003001 CUTCHOGUE BUSINESS CENTER SUBDIVISION APPLICANT: MIN.TRAFFIC IRON COVERS TO GRADE TYPICAL GRADE 12950 OREGON RD ZONING:AC AGRICULTURAL CONSERVATION COX LANE.CUTCHOGUE,NY BEGINNING MIDDLE END LLC BEARING 2a" 2'-0"MAX. 24" 24" 2'-0"MAX. 24" q �,1f�t 21.6"MAX• USE:RESIDENCE DF IVEW' LOT SCTM#: 1000-083-03-4.9 333 DOUGLAS ST CHIMNEY CHIMNEY ""' ZONING: LI-LIGHT INDUSTRIAL: PRECAST TOP , 20• 20• PUBLIC WATER °°� MIN MW MIN.. 1\gIN, " BROOKLYN, N.Y. 11217 INLET 6.I 1'-0"MIN. I e LIPA 2 LOT AREA=41,831 SQFT./(43,560 SQFT/ACRE)=0.96 ACRES. OWNER: 6" FLOW LINE OUTLET � F &S. LLC. 6"DIA.SDR 35 FLOW LINE z I SITE INFORMATION DERIVED FROM SUBDIVISION FILED MAP 538 EDWARDS AVENUE „ 35 PVC DR I COX I DATED 7/14/15 BY MARTIN D. HAND, LS. CALVERTON, N.Y. 11933 PITCH 1/4/1'MIN TO SEPTIC TANKS 6"DIA.SDR 35 ° o Q = PITCH 1/4"l1'MIN = ELEVATIONS HEREON REFER TO APPROX NAVD 1988 AND ARE w � � �- _'--<--<,.-<,. - _<,. -.,.- _ EXISTING 12"S.C.W.A WATER MAIN I THE RESULT OF ACTUAL FIELD MEASUREMENTS. Lu LU > ° FLOOD ZONE: ZONE X-NO BASE FLOOD ELEVATIONS DETERMINED Of � EP:55.06' EP:53.79' S4' EP:53.33' AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103C 0142 H EFF. DATE:SEP.25,2009. o FJCISTING EDGE OF PAVEMENT o o z o _ _ _ _ _ \ \ SANITARY SYSTEM DESIGN DATA: f, g MONOLITHIC ._..-60_•_ y w J > �� /, _ - I I SITE SCDHS REFERENCE#"COIOENCE "S108 BASE SECTION 1'-0' 1'-0' rj c CONC. MO '� ` \ _ „ 0 1 SUBDIVISION SCDHS REFERENCE#"S10-15-0006H ^ w 4.0'W / \ CONP. MON. q : 6 SANITARY LINES USED THROUGHOUT OVERSIZED AS PER APPLICANT 12'-0"DIA. (_I I 12'-0"DIA. 1 4 0 U °O \. 1.c r r z-o �• 194.52' '1 .00 I SITE LOCATION: SUFFOLK COUNTY GROUNDWATER MANAGEMENT ZONE IV(FOUR)', , :- _jt ozo�U° / TRAP DETAIL -N Z--'U �• NO KNOWN SURFACE WATERSMETLANDS ARE WITHIN 300'OF THE PARCEL. 2X GREASE }oO / \.. \. \ 52' i ! I }z(C=,),co co . CV \ ( 3'R \ I ALL PROPERTIES WITHIN 150' OF SUBJECT PROPERTIES ARE IMPROVED AND w Z w H Q Q \; \ ` \ / I I TC:5449' I SERVICED BY PUBLIC WATER UNLESS NOTED AS VACANT. .. HEAVY DUTY AND LOCKING CAST IRON N oo U Z 54 I U / AASHTO H-20 8" w o O�F- I j \.\ 20'CONSERVATION EASEMENT X60' N58' X56' I I BC:53 2x 0 i 34 MIN.TRAFFIC COVERS TO GRADE TYPICAL GRADE o w M r- �- i ( ALLOWABLE SANITARY DENSITY: 600 GALLONS PER DAY/ACRE MAXIMUM. w>-N O 0 M STE DOWN w w BEARING \ i \ 1 / f' I o I TO EXISTING SYSTEM 0.96 ACRES X 600 GPD =576 GPD ALLOWABLE FLOW. 2'-0"MAX. 2'-0"MAX. ¢> o TW:61.50' 3.5'RETAINING WALL', TW:58116' /' w Z¢ PRECAST TOP 24" CHIMNEY 24 24" CHIMNEY 24" T-6"MAX. 0 U U Iii :Z /N \ i ,. ' 7.0' BW:58.16' SW:54.75' I i J o I #N SUBDIVISION LOT -1-,----11- -f ¢ ¢ STORM o , 13R !o 1.r z I PROPOSED GROSS FLOOR& USE AREAS: (NO TASTING ROOM) 20" 20 20" 20" OX8_ 1 U' I� I DRAIN o 24.0' TW:58.16' 3.5'RETAINING WALL TC:54.75' T :54.50' >� w�m INLET MIN MIN Z ? ' I J sw:5a.s3' BC: 10¢ w I I 6,500 SQFT FIRST FLOOR= 6,307 BREWERY/STORAGE + 193 LAB/OFFICE 11 12"MIN. 12" MIN. OUTLET Oz =� J 25' B aa.00' a 3 0 z I - _ +812 SQFT MEZZANINE= 542 STORAGE +270 OFFICE r; 1m¢ STORM I a.- t_.. 6 MI N a N C�Aj o I ! I _ 7 312 SQFT TOTAL= 6 849 BREWERY/STORAGE+463 OFFICE TOTAL 6"DIA.SDR 35 FLOW LINE FLOW LINE 18" < 1i Y. Z 0 DRAIN �� I N Q -Z 1 1 OFFICE USE IS LESS THAN 15°/D OF TOTAL GFA 463/7,312=0.63 =6.3°/D PITCH 1/4"/1'MIN oo DROP TO LEACHING :¢ LU Q I v z z - I 4 / ( ) 6 DIA,SDR 35 Q- ' 1 Z1 w° a z MIN. 0 Imo° I I 5 ' TEE �I m ¢ R35@1� :53.90' PITCH 1/8"/1'MIN U J I e, w w s•so ___ I w �..�' DESIGN FLOW RATE: 0.04 GPD/SQFT FLOW FOR BREWERY USE. d TW:61.50' - 0'0 1 L..-..-. DESIGN FLOW: 7,312 SQFT X 0.04 GPD/SQFT=293 G.P.D. IS LESS THAN 576 ALLOWABLE. D N I M I Bw:58.16' °'� in r'- THRUST 1 N z (3)8"OD SDR 35 ' 1 I HOT-RdK RPZ m IBLOCKS LU / r g CROSSOVER :58.16'/ ENCLOSURE J a PIPES 20"ON f I �I MEEW: 4.83"' + :54.83'', '' I =! I I SEPTIC SYSTEM DESIGN CAPACITY: REQUIRED TWO DAYS FLOW MINIMUM. x z i , 54.6s�b _i�•",/ I =293 GPD X 2 = 586 GALLONS. (USE 1200 GALLON MINIMUM). Q 2 w f- ' ELEV: RL_A ,. ,. w CENTER cn 1 61.0'1 L-81 10 2" PPROVED w I PROPOSED SEPTIC TANK: ONE 8' DIA.x 5'LIQUID DEPTH W "X i I I Ro�F OOF DOMESTIC WATER LIN / o ' p 'w 1 I DRAM I 0F�'" `` 4'BELOW ! I = 300 GAUFT X 5'LD = 1,500 GALLON CAPACITY PROVIDED. (OVERSIZE PER APPLICANT) TC:54.66' GRADE I'_ m I I 1 MEZZANINE: ( %I ROOF SC:54.33' z i , OFFICE:270 SQFT i DRAIN LU I LEACHING AREA REQUIRED: LU 1 STORAGE:542 SQFT L-C1 W OTAL:812 SQFT GROSS I 293 GPD/1.5 GPD/SQFT./DAY= 195.33 SQFT= PLAN SYSTEM/STRUCTURE LABEL LEGEND: w ' i 1 i ' ¢ > ® i I {' FLOOR o`, w ( MINIMUM REQUIRED SIDEWALL LEACHING AREA=300 SQFT ELEV:55.00' U �' na r ( I I z_o�', 3 i REQUIRED 8 DIA. POOLS =300/25 SQFTN.F.=12 MINIMUM E.D. 4° I I 4" S I I 11 4"� STORM DRAINAGE: I -� 12'-0"DIA 12'-0"DIA. �.f - U- I F i i - - - - - - - - = --� L_c2 \ Xo�`', i PROPOSED LEACHING AREA: ONE 8' DIA. x 12'EFFECTIVE DEPTH No! A#,B#,C#,D#= STORM DRAINAGE POOLS o 1 LETTERS CORRESPOND TO DRAINAGE ZONES w I I FIRST FLOOR:6,SOOGROSS SOFT oR°OaIN 2X SEPTIC TANK DETAIL W I ® ' ( ' I CD AREA PROVIDED FOR 50% EXPANSION. (NOTCONSTRUCTED) NOT TO SCALE RL= ROOF LEADER LOCATIONS LAB/OFFICE:1s3sQFT �,I I i (293 X.5 = 88.5 GPD) (USE 300 MIN)8' DIA. POOLS =300/25 SQFTN.F.=8'X12' MIN. E.D. W BREWERY/STORAGE:6,307 j ' ti O HEAVY DUTY AND LOCKING CAST z Q ' I I R F SANITARY&PROCESS PLANT SYSTEMS a i I D 'p' BUILDING TOTAL:7,312 GROSS SQFT 6S ' I'- I BREWERY PROCESS PLANT DESIGN DATA: IRON COVERS TO GRADE TYPICAL GRADE w 1 1 -' OFFICE:193+270=193+270= 463 GROSS SQFT AASHTO H-20 NOTATIONS CORRESPOND WITH CALCULATIONS BREWERY STORAGE:6,849 GROSS SQFT / ' = I t PROCESS PLANT DESIGN FLOW PER APPLICANT: 5,000 GALLONS PER DAY. 8"MIN.TRAFFIC 2'-0"MAX. LU O 1 I ELEV1 2'-6"MAX. W W / :61.50' 61.66 62'/ OFFICE AREA IS 6.3%OF t BEARING TOP 24" CHIMNEY 24" 0 1 i p% TOTAL GROSS FLOOR AREA � ,1 C = r w t8-' 20",, GT#="GREASE"TRAPS GREASE TRAP DESIGN: USE TWO DAYS DESIGN FLOW=5 000 X 2=10 000 GPD MIN. ST#= SEPTIC TANKS ® w I , o (463SQFTA312SQFT=0.63=6.3%) I STORM , �= 20" 20" o LL INLET MIN z M I PROPOSED ONE STORY SLAB IN 153so' O I USE(1) 12'DIA. x 7' LIQUID DEPTH=750 GAL.NF X 7'=5,250 GAL.+ (1) 12' DIA. 12 MIN. OUTLET i I ON GRADE METAL BUILDING I W J I i x 6.5' LIQUID DEPTH=750 GAL./VF X 6.5'=4,875 = 10,125 GALLONS PROVIDED. a6^ DP#: DISTRIBUTION POOL z I WITH MEZZANINE I� X w w FLOOR 6"DIA.SDR 35 FLOW LINE 18" TO LEACHING MDP: MAIN DISTRIBUTION POOL �I/ w ; j SEPTIC TANK DESIGN:TWO DAYS FLOW MINIMUM=S 000 X2=10 000 GPD MIN. PITCH 1/411 MIN 14 w ELEV:55.00' B'DIA I , DROP 6"DIA.SDR 35 XDP: EXPANSION DISTRIBUTION POOL I �, I L-c ¢ E L-A 1 .1' 1I' 8.0' `' 8.0' 8.0' 36.5' i ( USE (2)TWO 12 DIA. x 7 LIQUID DEPTH=750 GAL.N.F.X 7= TEE PITCH 1/8"/1'MIN I w I RocpF DR 6"SDR I 5,250 GAL./TANK X2=10.500 GALLONS PROVIDED. 8„ LP#= LEACHING POOLS I / z I DR IN 1.E:52.0' ° 5 ST : 35 LP 8k12' +54.0 D_ Z XP#= EXPANSION LEACHING POOLS 1= I 2'MIN.CASTIRONPIPE D_ g ¢ Z' THROUGH FOUNDATIONWALL x ? {E:5L25' s�s Ep i LEACHING AREA DESIGN: ONE DAY FLOW MINIMUM = 5,000 GPD MIN. 0_ BAFFLE I 0 I 16'X22"TRAFFIC BEARING PRECAST IE. 1.75 Bkx 6 IE:51:q 54' w I O n w WALL PLAN TOPOGRAPHY/GRADES LEGEND ® w I CLEANOUT ACCESS BOX WITH LD m sANIT RY a I I q / z M I LOCKING STEEL COVER. w�Q� SYSTEM•;` w I ( G.T.1 5,000 GALLONS PER DAY/1.5 G.P.D./SQFT./DAY= 3,334 SQFT TC =TOP OF CURB ELEVATION I N i ExISTwG AREA FOR So% w 1 06 MINIMUM SIDEWALL LEACHING AREA REQUIRED. TOPO! 64' 89 : EXPANSION 'IW O xTtf2. BC = BOTTOM OF CURB ELEVATION ) �* b M i 6 REMOVEDI; ' ED 20 0 LU I PROPOSED LEACHING POOLS: TW=TOP OF WALL ELEVATION / N I 29.0' 36.0' 70:54.66' ; o BW= BOTTOM OF WALL ELEVATION I ELEV: DRA n4 N DRAW 80:54.33' I �8OT 1 MD: MAIN DISTRIBUTION POOL#1: (1) 10' DIA.x 20.5' EFFECTIVE DEPTH . 00 m 62.0'+ L-A4 W In L-D -------- g0�2 w I I =1x(20.5'V.F.X 31.4 SQFT.N.F.) =643 SQFT LEACHING AREA. 8'-0"DIA I Imo-} + = SPOT/STRUCTURE/SYSTEM COVER ELEVATIONS N / + 64.63' o "=_ "SDR35@1%MIN.I - 5 WD DRAINS W J + :54.83{'; H.T.\ °, IE:50.83' °; Tcs4.7s' F CP p DP2: DISTRIBUTION POOL#2: (1) 10 DIA. x 20.25 EFFECTIVE DEPTH . X'---- EXISTING TOPOGRAPHY TO BE REMOVED I / IE:51.83' /IE:50.66' BC:54.25' < i . ti°'p,, I , _ G�T T 54.6ty 16 �9 10.0'MIN 41.4' LP =1x(20.25 V.F.X 31.4 SQFT.N.F.) =635 SQFT LEACHING AREA. 1X SEPTIC TANK DETAIL COVER 54.7 5.0' o, NOT TO SCALE J 12'XTLD 12•X6.5'LU ' ST1 t I 01 P2 `� W 'V' v 3)8°CROSS T.5 90' HEAVY DUTY&LOCKING CASIf -X''-- EXISTING TOPOGRAPHY TO REMAIN s 54.66' +54.66' 1zx LD �jVERS20"io.C. I I 8'D I LP1,LP2,LP3,LP4: SATELLITE POOLS: (4) 101'DIA. x 19.3'EFFECTIVE DEPTH . STORAGE 6"SDR 35 54.60'+ IE:46.16' !\E 54.00'+ IRON COVERS TO GRADE TYPICAL RADE �° TYPICAL I I EXISTING sYsTEM ON =4 X(19.3'V.F.X 31.4 SQFT.N.F) =2,424 SQFT LEACHING AREA. IE:51.33' I \ I I SUBDIVISION LOT#1 0--- PROPOSED TOPOGRAPHY W P3 PROCESS 4'BLACK CHAIN LINK 4.75C) IE:49.50' PLAN7i 8'0 xP� I LEACHING AREA PROVIDED:643+635+2,424=3,702 SQFT.(3,334 MIN REQ.)(OVERSIZE PER APPLICANT) 10'x19.3' 23.0' y��,, $0 447 LD AO'x 3' AREAFOI250% • ` 2'MAX• 20"MIN. �• 2'-6-MAX. co \• FENCE ON 7.3'1.P.C. + :54.83' O ED Nr I p EXPANSION-TO BE r` Q I I o CHIMNEY m \ RETAINING WALL $ + 450 INSTALLED o. LO 50% EXPANSION AREA: TO BE INSTALLED PER APPLICANT. co D_ �'� 40.0' 3.5 9.8' © 37.z taz5',-IE:49.75' IE:5b.16' (n W IE:•49.50'' 35 TYPICAL d iM Q IE:'49.50' 1 TO LEACHING w> 4.800 s•sDR 233 9y ED ss '�, ao IE:50.00' 66 ! xP Tc sass' O U O TEST BORING 1o'x1s.3' g`• 5is a �yAoR s f R35 +� B�54.00 N I 5,000 X 0.5=2,500 G.P.D./1.5 G.P.D./SQFT./DAY= 1,667 SQFT 6"DIA.SDR 35 ,2�8`h'I Z U U I ED 7, a9• o %a 3 5 d I 25.9' s IE:49.75', So PITCH 118"11'MIN E¢ MW-3:10-18-2011 p �E p < p-- �R�CP ''axle MINIMUM SIDEWALL LEACHING EXPANSION AREA REQUIRED. TRAFFIC BEARING r / I 0 VALVE W/COVER ! 8.0' XDP2 p ED PRECAST TOPS 6"DIA.SDR 35 w�w O ELEV 60.51 1 5'4.700 Q5a.6 TO GRADE 64.330 (+)54.2 a' `' b O INLET OUTLET v O F- Z Z I I o M i0'x19.3' 8.0' 1.4x/6.3' laaxzos ; vALVE/ laxzo.25' I \ I Q I I XDP3: DISTRIBUTION POOL#3 : USE (1) 10'DIA.x 20.25'EFFECTIVE DEPTH . Z In 60' o m ED ED 22.3' ED COVER . ED uLL z I N ' to9 TO GRADE ! `q I M I =1x(20.25'V.F.X 31.4 SQFT.N.F.) =635 SQFT LEACHING AREA. 3 MIN TC:55.25' TC:55.10' TC:�4.66' / U Y ' I m 80:54.75 80:54.60 BC:54.16 :• I , ~" I @ _0 _ I LOT#1 XP1,XP2:SATELLITE POOLS: USE (2) 10 DIA. x 19.33 EFFECTIVE DEPTH . 18"DROP TEE AT g FRESH AIR w O Z CONC. MO , DISTRIBUTION POOL _ ) LU OD62', ! 60' 58' 5 1 - ( ) - ' INLET N¢ LO 2 X 19.3 V.F.X 31 4 SQFT.N.F 1 214 SQFT LEACHING SLAB x 0 11 6' S4' CONa MON. a Z N f �O 00 00 W N 5�; 5513 1 , ' _ : 0 0° 191 .01 1 I L TOTAL EXPANSION PROVIDED:635+1,214= 1,849 SQFT(1,667 MIN REQ.)(OVERSIZE PER APPLICANT) o a EL:55.0 x�D�• �D�• N. 1 Z o; i P LU w HOUSE 2.5' MAX \ I o ''�`'`':� X~ i I _. •-'�. TOTAL INSTALLED LEACHING AREA=3,702+1,849 =5,551 SQFT. C) U) TRAP r 1 \ _ '� ~_'`-1561 - w PERFORATED REINFORCED U w , �� ''� W ` _ - PRECASTDRAINAGERINGS LL W_ OUT:52.0 EPTIC O I `\ .`, ;� � .�' �-'IPC 4--- . 154'x.. �'/ _u_�._r,:.----. __,._ m --_l e�e i w ' TANK N LP �i EXP i I - �� 2'MIN.CAST IRON r- \ i �� ° -_�'� w CO 3'MIN, PIPE THROUGH j Lr,I - � :.. , `; I\\ .. .... ..- .'.. FOUNDATION WALL W W I .• .•• I :4 :�vc rr>� COLLAR - L1J LJJ I I -�°� -�, I --�..�.. f C. �C� / -'G >iC� _ T 4. PD 23 8'-0"&10'-0"DIA.SEE PLAN - \ I ��. 156' .. „ -I 12' E D `� {60+ �- .�,� �.OT#3 _... _ k s MIN.PENETRATION INTO VIRGIN T-0"MIN.ABOVE ( I I I �\. �� HIGHEST BOTTOM OF POOL ATEL:39.00' STRATA OF SAND AND GRAVEL BACKFILL MATERIAL TO RECORDED XPECT'ABovEHI WATE N� L _ _ J EXPECTED GROUNDWATER LO 1 •'-58;.. �WF - BE SAND AND GRAVEL GROUND WATER EL:18.50 Nz _ _ _ _ i \ �1\6� ; NOW O FR ORMERLY:F&S,LLu. HIGHEST EXPECTED r , ''�-�, SCTM#100008300030000400 ` POOL DETiAIL GROUNDWATER EL:18.50 , �'�1 ------------------------------------------------- LEACHING - I NOT TO SCALE V , ....... E N l \ � --._-. 12820 OREGON RD-....._.._...___= SANITARY SYSTEM PROFILE: C6.� � C,�z I sUBDIVISIQI�1LOTs 9,3,4&5 M i \•� . ZONING:-Ll LIGHT INDUSTRIAL W ALL Pcti i S . I \ \_�' USE:INDUSTRIALNACANT 16"X22"TRAFFIC BEARING PRECAS NOT TO SCALE 1 \. PUBLIC WATER �••/ , CN Of) Cj CLEANOUT ACCESS BOX WITH N FRESH AIR OCKING STEEL COVER. M a p co J a a- cL LP1-3 & cL a ��. �° 2� �7.._ SAKI ITA{ Y / ^ATER PLAN �. : .____.__1_ _. 0~ o 6"DIA.SDR 35 x o io o P 1- X ?< SLAB m� ^h �� `n� 3 DP1&XDP2 cu:,' N ¢ � 1- DR CCX, N EL:55.0' U)� �' GT1 GT2 = ST1 ST2 �` a= MD v GRADE D�' ¢ b�' o Ln Ln Ln GRADE = h h U 7 h GRADE (rb` °H z ��`• GRADE `n U*) '7 -��CNI r - I SOIL CLASS. DESCRIPTION 6" C.I. a 1.75' 1.60' io a n2 N o_ cob + Lo �; - TOPSOIL (EL 60.5') 0.0' Scale: 1"=20' _ .. WASTE C° N N � �; TAN BROWN SAND I `- i 1.0'MIN OUT IN 66 OUT N io -5.0' 0' 10' 0' 40' 100' - IE:52.0' IE:51.33 1.17' 1.17' - -- 6„ FLOW LINE IN COURSE TO _ - '! .... . k •. E•�•�. -. :-, "FLOW LINE 18„ HOUSE IE:51.83' c 6 6„ FLOW LINE - FLOW LINE 3„ MEDIUM SAND, 5' 30' /Z �, 3 TRAP o d IE:50.83 I „ 1 ° - _- 3 IE:49.50 sw , _.. . _0 =o DROP IE:50. 6 MIXED GRAVEL 2' IN. CAST IRON d N o °¢ TEE 18 DROP TEE AT _ 18" DROP TEE AT -DRY BAR SCALE y _, IE:50°66 DISTRIBUTION (E 18.5') PIPE THROUGH J N (3)8"OD C IE:50. 0 = r DISTRIBUTION = @) @} POOL LID highest expected -42 FOUNDATION WALL _ _ � SDR 35 F- 6i POOL h- @� va djgroundwater , a = CROSSOVE = CL D- -45 APPROVAL STAMP LU LU a R PIPES 20" w W W W W = SW -DAMP- + Eric Nicosia ~° ON o W W , GROUNDWATER (EL10.5') -5 O, CENTER 10 DIA. ENCOUNTERED cy -",y �*. . ,. �. 10' DIA. MAIN 10' DIA. o _ LEACHING COURSE To gNsSITE DISTRIBUTION V DISTRIBUTION U w o POOLS N sw MEDIUM SAND, ` (ZC�IST�(Z�D AIZGNIT�GT 2X GREASE TRAP 2X SEPTIC TANK o � POOL POOL 1&2 W > MIXED GRAVEL c'i I'- cw -WET- Po 00 �5 PO Box 879, Rocky Point, N.Y. 11778 04 N W W U (EL 0.5' LU ) _60. �GSNF �Pc� . �� " Telephone: (631)928-4456 PROCESS SYSTEM PROFILE LL TEST BORING MW-3 0�� E-Mail: architect@optonline.net Ian N LL .f.�._�� 0 C5 w � THREES3 REY�I 11�l G EAST N N BORING LOG MW-3 BY MILLER ;�� C , !� NOT TO SCALE M DATEENVIOD 10-18-2011 (ELEV: INC. r�\g �Q�C Nicos�9 LOT 2 CUTCHOGUE BUSINESS CENTER dj DATED 10-18-2011 (ELEV:60.5') � � , � f,'g -A HIGHEST EXPECTED GROUNDWATER `r CUTCHOGUE N.Y. O � - rC` I 1 BOTTOM OF POOL AT EL: ESTIMATED FROM MAXIMUM 8 29.33' IS 10.83'ABOVE BOTTOM OF POOL ATE : FLUCTUATION IN GROUND WATER R�Date:12/4/2016: - HIGHEST EXPECTED ` A YyATEiZ/5AN ITARY FLAN 29.33'IS 18.83 ABOVE DATA BETWEEN 1976 AND 2012 AT o SCDHS$;2 GROUNDWATER EL: 2 NORTH Rev Date:10/3/2016: TEST HOLE USGS MONITORING WELL - " 18.50' RevDDate:08!8/2016: U C'' Scale: As Shown Rev Dat 12/4/2016' 5_ GROUNDWATER 410104072303301553324.1 LOCATED 1.2 MILES SOUTHWEST OF SITE KEY MAP N.T.S. Rev SanilDal%07/18/2016: V �� PlenningSubmfsslon Job# 15122 By: E. Nicosia 1 OF 1 z HIGHEST EXPECTED GROUNDWATER EL:18.50 OFFICE LOCATION:' MAILING ADDRESS: / ;. Town Hall Annex ��„��' „� v, P.O. Box 1179 54375 State Route 25 r� w „ , Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) y Southold, NY �� `� Telephone: 631 765-1938 www.southoldtownny.gov ,Krn m PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 9, 2018 Mr. Charles Cuddy 445 Griffing Avenue Riverhead, NY 11901 Re: Approved Site Plan for Threes Brewing East 12820 Oregon Road, s/w corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-3-4.6 Dear Mr. Cuddy: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the submitted as-built photometric plan and the site inspection conducted October 4, 2018. The site is now in conformance with the approved Site Plan entitled "Three's Brewing East", prepared by Eric Nicosia R.A., dated July 17, 2016 and last revised October 18, 2016. This letter does not condone any changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Respectfully, Donald J. Wilcenski Chairman cc; Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector James Richter, Stormwater Manager OFFICE LOCATION: MAILING ADDRESS: "Town Hall Annex P�, ,„ 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 October 5, 2018 Mr. Charles Cuddy 445 Griffing Avenue Riverhead, NY 11901 Re: Approved Site Plan for Threes Brewing East 12820 Oregon Road, s/w corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-3-4.6 Dear Mr. Cuddy: I am writing as a follow-up to the Planning Board Work Session held on August 6, 2018 where the Planning Board formally discussed the above-referenced Approved Site Plan, dated March 28, 2017. Based on the site inspection conducted on July 27, 2018 and the submitted "as-built” photometric plan, the following items must be completed prior to a recommendation to the Building Department for a Certificate of Occupancy: 1. The revised photometric plan submitted September 10, 2018 to this department is compliant with §172 of the Town Code; 2. Before the Board can support the issuance of a Certificate of Occupancy (CO) to the Building Department the revised photometric plan must be constructed on site. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Respectfully, Brian A. Cummings Planner MAILING ADDRESS: PLANNING BOARD MEMBERS ��OF so P.O. Box 1179 DONALD J.WILCENSKI Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY s �s 54375 State Route 25 JAMES H.RICH III P � �" g C (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR Q �UN�' t Southold, NY Telephone: 631 765-1938 www.southol dtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 20, 2016 Charles Cuddy, Esq. 445 Giffing Avenue P.O. Box 1547 Riverhead, NY 11901 Re: Conditional Approval - Site Plan for Threes Brewing East 12820 Oregon Road, on the south corner of Cox Ln & Oregon Rd, Cutchogue SCTM#1000-83-3-4.9 Zoning District: LI Dear Mr. Cuddy: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, December 19, 2016: WHEREAS, this Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District, Cutchogue; and WHEREAS, on July 29, 2016, Charles Cuddy, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on August 8, 2016, the Planning Board formally accepted the application as complete for review; and WHEREAS, on August 8, 2016, 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 August 18, 2016, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and Threes Brewing East Page 2 December 20, 2016 WHEREAS, on August 25, 2016, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on August 26, 2016, the Architectural Review Committee reviewed the proposed project and approved it as submitted; and WHEREAS, on September 12, 2016, a public hearing was held and closed; and WHEREAS, on September 19, 2016, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, on September 26, 2016, the Suffolk County Planning Commission (SCPC) reviewed the proposed project and considered it to be an action for local determination as there appears to be no significant county-wide or inter-community impact(s); and WHEREAS, on September 27, 2016, the Southold Town Engineer reviewed the proposed application and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on September 28, 2016, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, all input from the public hearing and recommendations from agencies listed above were considered and incorporated into the plans to the satisfaction of the Planning Board; and WHEREAS, on November 7, 2016, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met with exception of the conditions listed below; and WHEREAS, on November 14, 2016, 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 December 16, 2016, the Southold Town Chief Building Inspector reviewed and certified the proposed brewery as a permitted use in the Light Industrial Zoning District; therefore be it 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 Threes Brewinq East Page 3 December 20, 2016 RESOLVED, that the Southold Town Planning Board hereby grants approval, with conditions, for the Site Plan entitled "Three's Brewing East", prepared by Eric Nicosia R.A., dated July 17, 2016 and last revised October 18, 2016, and authorizes the Chairman to endorse the Site Plan after the two conditions listed below have been met. The Site Plan includes the following six pages: AC — 1: Zoning/Data/Alignment Plan AC — 2: Existing Conditions/ 500' Radius AC — 3: Landscape/Lighting Plans AC —4: Grading/Drainage/Utility Plan AC — 5: Water/Sanitary Plan AC — 6: Site Details Conditions: 1. Obtain approval from the Suffolk County Department of Health Services (SCDHS) for the plan referenced above, and provide one (1) print of the approved plan with the seal, stamp and signature of the SCDHS to this department; 2. Covenants & Restrictions are required as follows: 1. The applicant, its assigns or successors shall not use any part of the site as a tasting room or for retail use without making application to, and obtaining approval of, the Southold Town Planning Board. 2. The Declarant shall only make an application for site plan approval for a use or an accessory use that is set forth in the Town Code as a specifically permitted or accessory use for the zoning district and location of the Property. File the Covenants & Restrictions with the Office of the Suffolk County Clerk and provide proof of filing to this department including the receipt displaying the liber and page number. 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 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. Threes Brewing East Page 4 December 20, 2016 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. If you have any questions regarding the above, please contact this office. Very truly yoprs, ar Donald J. Wilcenski Chairman 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: ,Ap t/Agent Signature: Date: ,° PH9", LAT CHARLES R.CUDDY 2 ATTORNEY AT LAW 1 445GRIFFINGAVENUE P�taiRedulG� t`r;er RIVERHEAD,NEW YORK Mr rmil rr R)z, � Mailing Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.com March 8, 2017 Brian Cummings, Town Planner Planning Department Town of Southold P.U. Box 1179 .;c°:zt_.i•;ld,Ni' 119711 Re: F & S, LLC-Proposed Brewery SCTM#1000-083-03-4.9 Dear Mr. Cummings: Enclosed is a certified copy of the approved covenant for F & S LLC (Threes Brewing East) application for site plan approval. The covenant was recorded with the Suffolk County Clerk on March 7, 2017 at Liber D00012903 page 704. The Suffolk Cotirrty Def:artnient of`ldealtli Services has received all oftlie docrirnentratioll required by that Departinerit iticltrding a recorded covenant. We anticipate delivering to yorj shortly the site plan endorsed with the Departin nt's approval. Please confirm the Planning Board Chairman will then sign the site plan so the applicant may receive a building permit. Very truly yours, CRC:ik Charles R. Cuddy Enclosures P CC# : C17-9449 �m Nip COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 03/07/2017 under Liber D00012903 and Page 704 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 03/07/2017 SUFFOLK COUNTY CLERK l� JUDITH A.PASCALE SEAL SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 03/07/2017 Number of Pages : 5 At: 02 : 38 : 47 PM Receipt Number : 17-0039847 LIBER: D00012903 PAGE : 704 District: Section: Block: Lot: 1000 083 . 00 03 . 00 004 . 009 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $25 . 00 NO Handling $20 . 00 NO COE $5 . 00 NO NYS SRCHG $15 . 00 NO TP-584 $0 . 00 NO Notation $0 .00 NO Cert.Copies $6 .25 NO RPT $200 . 00 NO Fees Paid $271 .25 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County l.u..1.....J 2j RECORDED Number of pages 2017 Mar 07 02.-38-.47 PM JUD11..1`Fi A. PASCALE CLERK OF This document will be public SUFFOLK COW—iT`r' record. Please remove all L DO OFJ1 1903 Social Security Numbers P 70 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 SubTotal �_ Notation Spec./Assit. or EA-5217(County) Sub Total d - Spec./Add: EA-5217(State) TOT.MTG.TAX R.P.T.S.A. Dual Town Dual County Held for Appointment Comm.of Ed. 5 00 Transfer Tax AffidavitMansion Tax 4The property covered by this mortgage is Certified Copy or will be improved by a one or two NYS Surcharge 15. 00 r family dwelling only. Sub Total �, YES or NO _ Other r �� appropriate tax clause Grand Total If NO, see a � priate p p ' on page# of this irnstrumen 4 Dist. 3346721 1000 08300 0300 004009 D09 j5Communllty Preservation Fund Real PropertP T Consideration Amount$...�._..�.... .............. Tax Service R LPA AIIIII�III�I�I�INN�I�III� Agency 0 - _t CPF Tax Due $ _ Verification , p"M-mo-n DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION made this I" day of February , 2017 by F & S LLC a New York Limited Liability Company with an address at 538 Edwards Avenue, Calverton, New York 11933, hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS, the Declarant is the owner of certain real property situate on 12820 Oregon Road, Cutchogue, Town of Southold, County of Suffolk, State of New York, SCTM# 1000-83-3-4.9, more particularly bounded and described in Schedule"A" annexed hereto (hereinafter referred to as"the Property"); and WHEREAS, the Declarant has made an application to the Planning Board of the Town of Southold for approval of a site plan application located on the Property, as shown on the site plan entitled Threes Brewing East, prepared by Eric Nicosia, R.A., and last dated October 18, 2016; and WHEREAS, as a condition of granting said approval, the Town of Southold Planning Board has required that this Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS, the Planning Board reviewed this site plan application, including its review under the New York State Environmental Quality Review Act, for a wholesale brewery with no public access or retail sales; and WHEREAS, impacts such as traffic, parking and noise, which may be associated with retail use and public access to the Property, were not considered in the review; and WHEREAS, at the time of the filing of this Declaration, the Town Code prohibited retail sales in the Light Industrial zoning district in this location and for this use; and WHEREAS, the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of said lots. NOW,THEREFORE,THIS DECLARATION WITNESSETH: That the DECLARANT for the purpose of carrying out the intentions above expressed, does hereby make known, admit, publish, covenant and agree that the Property herein described shall hereafter be subject to the covenants and restrictions as herein cited, which shall run with the land and shall be binding upon all purchasers and holders of the Property, their heirs, executors, legal representatives, distributees, successors and assigns, to wit: 1. The applicant, its assigns or successors shall not use any part of the site as a tasting room or for retail use without making application to, and obtaining approval of, the Southold Town Planning Board. 2. The Declarant shall only make an application for site plan approval for a use or an accessory use that is set forth in the Town Code as a specifically permitted or accessory use for the zoning district and location of the Property. The within Covenants and Restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, terminated, revoked, or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor, following a public hearing. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and restrictions has occurred, the Declarant shall pay, either directly or by reimbursement to the Town all reasonable attorney's fees, court costs and other expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein. The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. The within Declaration is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and made a part hereof, as though fully set forth herein. That the within Covenants and Restrictions shall run with the land and shall be binding upon the DECLARANT and its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, terminated, revoked or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor, following a public hearing. IN WITNESS WHEREOF, the DECLARANT above named has duly executed this Declaration the day and year first above written.DECLARANT: F & SLLC r By James . Miller, Member STATE OF NEW YORK) ) ss.. COUNTY OF SUFFOLK) On this/day ofin the year 2017, before me personally appeared James C. Miller, known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. r� /110 Notary Public CHARLES-Ft. CUDDY Notary Public, State of New York No 02CU5872225 Qualiheu in Suffolk County Commission Expires December 31,.a0J,9 OFFICE LOCATION: " * •- MATLING ADDRESS: Town Hall Annex " �" r 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� u ro � PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 16, 2018 Mr. Charles Cuddy 445 Griffing Avenue Riverhead, NY 11901 Re: Approved Site Plan for Threes Brewing East 12820 Oregon Road, s/w corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-3-4.6 Dear Mr. Cuddy: I am writing as a follow-up to the Planning Board Work Session held on August 6, 2018 where the Planning Board formally discussed the above-referenced Approved Site Plan, dated March 28, 2017. Based on the site inspection conducted on July 27, 2018 and the submitted "as-built" photometric plan, the following items must be completed prior to a recommendation to the Building Department for a Certificate of Occupancy: 1. Provide a revised photometric plan compliant with §172 of the Town Code that includes the following: a. All foot candle values <_ 5.Ofc; b. Foot candle values :5 0.1fc along the R.O.W.; 2. In order to achieve compliance on site, a change in bulbs and/or fixtures maybe necessary. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Very truly yours, Brian A. Cummings Planner Southold Planning Department Staff Report Site Plan Application Work Session — Request for Final Site Inspection Date September 24, 2018 Prepared By: Brian Cummings I. Application Information Project Title: Threes Brewing East Applicant: F & S LLC Date of Submission: July 29, 2016 Tax Map Number: 83.-3-4.6 Project Location: 12820 Oregon Road Hamlet: Cutchogue Zoning District: Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.96 acres (41,831 sf) Building Size 6500sf III: Analysis This Site Plan application is for the proposed construction of a 100' x 65' (6500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96acres in the Light Industrial zoning district, Cutchogue. 1. Site Plan Endorsed on March 28, 2017: a. Existing: vacant lot (aka Lot#2) as result of the approved Cutchogue Business Center subdivision b. Approved: 100' x 65' (±6,500sf) steel production building with office space and storage detailed in the six (6) page site plan packet- 1. acket:1. AC — 1: Zoning / Data /Alignment Plan 2. AC — 2: Existing Conditions / 500' radius map 3. AC — 3: Landscaping / Lighting 4. AC — 4: Grading / Drainage / Utility Plan 5. AC — 5: Water/ Sanitary Plan 6. AC — 6: Site details 1 2. Code requirements / Bulk Schedule (LI): a. Lot Coverage L Maximum: 30% ii. Existing: 0% iii. Proposed: 15.6% b. Landscaped Area: L Minimum: 25% ii. Proposed: 39% Landscaping plan provided on page AC -3 of the site plan; a. Site Plan Conditions: L Obtain approval from the Suffolk County Department of Health Services (SCDHS) for the plan referenced above, and provide one (1) print of the approved plan with the seal, stamp and signature of the SCDHS to this department; Staff: completed; C10-16-0008 "processing only" approved March 107 2017 @ 293gpd + 5000GPD process water ii. Covenants & Restrictions are required as follows: The applicant, its assigns or successors shall not use any part of the site as a tasting room or for retail use without making application to, and obtaining approval of, the Southold Town Planning Board. The Declarant shall only make an application for site plan approval for a use or an accessory use that is set forth in the Town Code as a specifically permitted or accessory use for the zoning district and location of the Property. File the Covenants & Restrictions with the Office of the Suffolk County Clerk and provide proof of filing to this department including the receipt displaying the liber and page number. Staff: completed; b. With reference to the Planning Board letter dated August 16, 2018: L Provide a revised photometric plan compliant with §172 of the Town Code that includes the following- 2 1. All foot candle values s 5.0fc; 2. Foot candle values s 0.1fc along the R.O.W.; Submitted: yes; ii. In order to achieve compliance on site, a change in bulbs and/or fixtures may be necessary. V: Staff Recommendations 1. Accept the revised photometric plan as an "as-built" plan which has been provided in compliance with Chapter 172 for Exterior Lighting; however, the changes have not been implemented on site; 2. Require the implementation of the as-built photometric plan prior to the issuance of a Certificate of Occupancy to verify Code compliance; 3. All approved plantings on site as have been provided; 4. Once the items above are provided to the satisfaction of the Board, all elements of the approved site plan have been constructed as designed and it is recommended to support the issuance of a Certificate of Occupancy from the Building Department with the following condition(s) to be added to the c.o. a. Add a condition to the letter to the Building Department, and in Municity, that any future sign(s) must be in accordance with the sign approved by the Planning Board during site plan, and that any changes to the sign that was approved must be reviewed by the Planning Board. b. Also consider a condition that any use of the building or site other than what was specifically approved on the site plan must be reviewed and approved by the Planning Board prior to the building being occupied. 3 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, September 24, 2018 4:00 p.m. Southold Town Meeting Hall 2:30 p.m. Executive Session — Advice from Town Attorney 4:00 p.m. Applications Project Name: 870 Love Lane Professional Office and SCTM#: 1000-140-2-17 Apartment Location: 870 Love Lane, Mattituck ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Description: This proposed site plan is for the conversion of an existing two-story single family dwelling to a 1,430 sq. ft. Professional office on the first floor. and 830 sq. ft. apartment on the second floor with nine parking stalls on 0.7 acres in the Residential Office (RO) Zoning District. ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Status: Pending ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Action: Review for Determination ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Attachments: Staff Report Project Name: Threes Brewin East SCTM#: 1000-83-3-4.6 J g ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Location: 12820 Oregon Road, south corner of Cox Lane & Oregon Road, Cutchogue Description: This Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District. ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Status: Approved ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Action: Review Revised Lighting ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Attachments: Staff Report ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Project Name: Fishers Island Waste Management District SCTM# 1000-12-1-1.1 J g .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Location: 2760 Whistler Avenue, Fishers Island ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Description: This proposed site plan is for the construction of a transfer station including conversion of an existing garage into a meeting space; construction of a 4,500 sq. ft. mixing building, 2,400 sq. ft. maintenance building and 600 sq. ft. swap shop building; and the relocation of two sheds from off site, all on 9.3 acres in the R-120 Zoning District. ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Status: New Application ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Action: Review for Completeness ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Attachments. Staff Report .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. �,LlMT 6ric Nicosia F-eqislorod PO Box 879 Rocky Point, N.Y. Trevisn*W . Tel: (631) 928-4456 E-mail: architectonics To: Mr. Brian Cummings Date 09/07/18 Town of Southold Planning Department Re: Lot 2 Cox La.Cutchogue- RMI Eric Nicosia, RA. Enclosed are the following: -Three copies of the revised site lighting plan dated 9-7-18. -Letter explaining revisions. Eric Nicosia, R.A. P.O. Box 879 eric Nicosia Rocky Point, N.Y. 11778 Tel:(631)928-4456 Fax: (631)849-4753 September 7,2018 Mr.Brian Cummings,Planner. Town of Southold Planning Department P.O.Box 1179 Southold,NY 11971 Re: Threes Brewing East—Revised Site Lighting Plan. The following outlines the revisions made to the enclosed Site Lighting Plan(dated 9-7-18) based on your comment letter of 8-16-18.Changes are also bubbled on the drawing. (3 copies enclosed) In order to meet the Zoning Criteria outlined in you comment letter the currently installed light fixtures need to be replaced with the ones specified on the revised drawing including: -(3)Wall Mounted Fixtures—Replace existing with Lithonia LIL,LED wall pack(8.36W,3000K) -(3)Pole Mounted Fixtures— Replace existing with Lithonia KAD-LED (35W,3000K) This reduces the site's maximum proposed foot candle value to be less than 5.0 fc. The light levels have also been reduced along the Right of Way,however some very limited"back lighting"into the Right of Way remains and is beneficial for it's use. Please note that the actual property line for Lot#2 extends into the middle of the 40'Right of Way. No illuminance at the property line(s)reach or exceeds 0.1 foot candles. Sincerely, Eric osia,R.A. cafalug liuuop WI f4arawikarr KAD LED LED Area Luminaire ryarrr PIIU(MV� Specifications 41 Capable Luminaire EPA: 1.2 ft2 This item is an A+capable luminaire,which has been (0 1 r rn') designed and tested to provide consistent color Length: 17"'1l2„ -- appearance and system-level interoperability. (44 5 cm)” H Width: 17 .................. # All configurations of this luminaire meet the Acuity 1/2 (44 5 crn) ----------- Brands'specification for chromatic consistency Height: 7-118" 77 7 * This luminaire is A+ Certified when ordered with ..................................................... J (18?ar) DTL®controls marked by a shade4'blo(kgr%x#,kJ- Weight 36 lipsL DTL DLL equipped luminaires meet the A+ (max): (16 4 kg) specification for luminaire to photocontrol interoperabilityl - This luminaire is part of an A+Certified solution for ROAM®2 or XPointTM Wireless control networks, providing out-of-the-box control compatibility with simple commissioning,when ordered with drivers and control ophoris marked by a shaded To learn more about A+, visit M,w V ,) I 11 2 1. See ordering tree for details. 2. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: UrLkJL��I— In; Unk ur'2,.DJL DLL a. hytltdseulevttatrourrdw EXAMPLE: KAD LED 40C 1000 40K R5 MVOLT SPD04 DDBXD ................... .................................................................. ................................... ............. ......... ......................................... KAD LED � , � 111 I � � I 1, .l / � II��IJ� I � / /, t� �� II� � rr�t/ , 1111 J>>>1»>�r�lI ��Il�lll��lll��l�al��l��l��>�I��l��!�1�1��J�J��1��11��11 „r„ ,� //////////�OIII��JJ��„�/ I��1�1111I�.�»>r��,>rr��ttt��i�III��111111�J��1��1�� l �� JAD[ED 1l,, MVOLTI 2771 Sh(4Led included Shipped separately 30CI 30 LEDs 700 700 mA YPL'111 1201 347'a UMBAKSquare pole universal mounting adaptor'` 04 4”arm DAD12P Degree arm 40C 40 LEDs 1000 1000m 50K 5000 K R4 Type IV 208 4801,1 BA K Round pole universal rnourrldng adaptor 5 06 6"arm (pole) 60C 60 LEDs 115 Type V 1 2401-1 sra" Square pole 09 9"arm DAD12WB Degree arra Round pole 12 12"arms (wall) WBD_ Wall bKMA mastarmracket external WWD_ Wood pole or wall fitter i ll � I1 /i � � � � � � l,, l/ l ll>( 1 , L , I � 1� 1, /IIIII��//D,I,, � / � �� %%�% � lD/, ��111��1��1��'l�l�l�ll��l�J, 1��,>��I�,D�I��1��1��I1��1��1I��„,III�I�J�J� MilpIped installed Shipped separately” (DDBXD Darkbronzc DDBTXD fexitired dark PER5 NFMA tw&Irack five-Wre m.eptade.onIy PIR1FC3V BI level,motion/ambient sensor, PNMTOD3 Part ni(ihi,dirn lill WG Wireguard DBLXD Black tronze (ou oolatfols)lo" a-15'rilm III ling her filounbient dawn 4"1 DNAXD Natural DBLBXD latured black PER7 Srwn-wire receptade arl(no conuol v4 seasol ou bled at Vl(,�',III,�N PNMT5D3 Pamliqfilrdirn aluminum DNATXD latured natural SIF Single fuse(120,277,347V) PIRHlFC3V BI level,motion/ambient 5ensor, 5 his DWHXD White aluminum Yi-10minunting height,affibient PNMT6D3 Rff I 0ght,dim DWHGXD rextured while DF Dmilble fuse(208,140,480V)' Krw.n rd)icd at M Irr.w ,is PIR Bi level 8-1.5'rinountingBi..30 b IrA swilidied dirarning, PNMT7D3 Paroiil, Irdinl Ry% PIRH Bi Iml,motionl,millient sensor,1.5-30'mounaing BL-50 &4(,VeI5WioIb ed dinavning, HS Housesideshield height,ancient srvur enabled at Sic 1,"AMP 91YbAl", <F IfA Z.IrAjUl One Lithonia Way ® Conyers,Georgia 30012 ® Phone:600.2'79,8((1 v lit/ I KM)LED LZMYr1AU7 0 2.012 2.018 Acuity Brands Lighting,Inc. Atl rights reserved. Rev.07/18/18 cdtAq Nuillher Alr"VIVIA Wes w ° km , cylP, Contractor ct" LIL LED Ilie Lithonia LightingO 1.1Lwall pack is just 5 inch x5 inch in size and delivers 8001umens using only 0 watts.lt'is the ideal,compact"over the door"lighting solution for commercial and residential applications. F II::ATU III IES: Replaces up to 100VV incandescent lamps,saves 90%energyQuick mount feature eliminates the need to open lurrrinaire for installation-saves time and money Hegant and compact I..LIO solution,Photocell and battery pack options availalale Back box accessory available for conduit wiring a c us Q, 40. LISTED Qp; r 7H1, IBOX MQU�T ICDI[DII'RTXIID bR&kXX0710OX GILL UPA KS OORP A tXU U 0111 OIFfTT" 800 URS 73000K 12,0-271V T�XTUUU�RU�D YROIRi{IIRIIROUT11 00 ROR01�'OQ R II U tUOIR4:'TR I:O14lriR,PPTII�U�C,9RPlttirlyy " 'tlP1XXdRQU1P0'��ti' 'Od.UIIPU:IhG'.'iI NR'ONOPORTOW OIIVmRVOURU'XIIT UU00 0' Q0 277V TEXT&UIIRIiOUR0URKIIItOONZIIl 60 HOOP tAI 4011 HAITI VIITIf-.fTJTP UO ILUiu7T10f XVOR.TIIDPDi3'R'XVp uPTV$�XOOtT"P01� OPll.u'.P'rCT:0t" R'OMII'uXt1IhV�.IrOR0':TL:V":CV'R° 8000 40001'C 120-271V "V':X1RUIItL,V�RIIDT118VGVtIIt011tTR�. O 4ill,tERXOKIII'XVOIIIV'V'P0�1011'RIIRIIXVT � 91848073032 XII.R.PwTCKS ROO�G VXu V°NXUV"V.dR;ii�NRP Boo 8W 4000K i20-277V TTI':XTHEIIC;pt�PT,011RIIRRRtl'pO�TT � RPO COMPACT If LUUOURT°PR,Effl° 11 0IIP[111iRIITRRI[DVi'RXO RePRk#T007y0T'N RO(:O€BOX, V'(0 NIA RUP VT/0 PRO T:X1UUIIRIIA)DAIA'KBHONIT 00 O'NIIRUUIIT I1Prii+ cvviii�„1o.ius;,Pl,iuuri ,Pusruv�„P'¢Rugrll+ ully�I,V7�nq.rrurosVtl�rauvPin,uiuiklpYiar�,ri�WU,aarPw,�r�aU�^airNiUr,SiVVV.II„I:Y oQ,cessowtesm Or0era.s separate retakg rrumber, I III .UI:U IIISUR IfT01T`UXID Back box for comUoot entry apap iia ficins,Parlk Ihroioize-T Code 124901-1 CONTRACTOR”.>Lk'ILIIi'r:CT 111..LED PPcir 1 cPr MAILING ESS: PLANNINGMEMBERS :�' 1 �/ ` ° P.O. Box 1179 �� `�" I DONALD wILCENsxI Southold, 11971� �, Chair OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III , (car. Main Rd. &Youngs Ave.) MARTIN H.SIDOR " t �� Southold, NY x 3m.. ' Telephone: 631 765-1938 www.s outholdt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 28, 2017 Mr. Charles Cuddy 445 Griffing Avenue Riverhead, NY 111901 Re: Approved Site Plan for Threes Brewing East 12820 Oregon Road, s/w corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-3-4.9 Dear Mr. Cuddy: This letter acknowledges receipt of the Suffolk County Department of Health Services (SCDHS) approval for reference C10-16-0008 "processing only", and the filed Covenant & Restriction: Liber— D000012903 Page — 704 with the Office of the Suffolk County Clerk. Based on receipt of the above, the two (2) conditions outlined in the December 19, 2016 Final Approval resolution have been satisfied. The endorsed Site Plans are enclosed. Very truly 14 yours, ��,,�`' 11 A:3 Donald J. Wilcenski Chairman Encls. cc: Michael J. Verity, Chief Building Inspector Jamie Richter, Office of the Engineer WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, August 6, 2018 4:00 p.m. Southold Town Meeting Hall 3:00 p.m. Executive Session — Advice from Town Attorney 4:00 p.m. Applications ( Project Name; Bradford & Burnham Lot Merger ( SCTM#: 1000-10-4-13.1 Location: R.O.W. off Peninsula Road, Fishers Island f Description: This lot merger proposes to merge four lots and a right of way to create one lot with a total of 2.14 acres located in the R-40 Zoning District, Fishers Island. Status: Pre-submission Action: Review Request _ .. ._ ... Attach None i Project Name I Threes Brewing East SCTM#: ° 1000-83-3-4.6 Location: 12820 Oregon Road, south corner of Cox Lane & Oregon Road, Cutchogue Description: This Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District, Cutchogue. Status: Approved Action: Final SiteInspection . Attachments: Staff Report .......... Project Name: D 11 ivello, John & Frances Re- SCTM#: 1000-140-2-30 &'32' Subdivision 800 Wickham Aven ue & 305 Hill Street, Mattituck 1 Location: i Description: This re-subdivision proposes to transfer 0.85 acres from SCTM#:1000- 140.-2-32 to SCTM#:1000-140.-2-30. Lot 30, located in the LI Zoning District, will increase from 0.47 acres to 1.37 acres. Lot 32, currently located in both the RO and LI Zoning Districts, will decrease from 1.43 acres to 0.52 acres, and will be entirely in the RO Zoning District. Status: Pending Action: Referral Review & SEQRA Attach ments: Staff Re p ort & Draft Negative Declaration Discussion: Draft Monthly Report for July ❖ Site Plan Use Determinations (SPUD): Treiber Farms SCTM#1000-69-2-1, 38328 CR 48, Southold Southold Planning Department Staff Report Site Plan Application Work Session — Request for Final Site Inspection Date August 6, 2018 Prepared By: Brian Cummings I. Application Information Project Title: Threes Brewing East Applicant: F & S LLC Date of Submission: July 29, 2016 Tax Map Number: 83.-3-4.6 Project Location: 12820 Oregon Road Hamlet: Cutchogue Zoning District: Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.96 acres (41,831 sf) Building Size 6500sf III: Analysis This Site Plan application is for the proposed construction of a 100' x 65' (6500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96acres in the Light Industrial zoning district, Cutchogue. 1. Site Plan Endorsed on March 28, 2017: a. Existing: vacant lot (aka Lot #2) as result of the approved Cutchogue Business Center subdivision b. Approved: 100' x 65' (±6,500sf) steel production building with office space and storage detailed in the six (6) page site plan packet: 1. AC — 1: Zoning / Data /Alignment Plan 2. AC — 2: Existing Conditions / 500' radius map 3. AC — 3: Landscaping / Lighting 4. AC — 4: Grading / Drainage / Utility Plan 5. AC — 5: Water/ Sanitary Plan 6. AC — 6: Site details 1 2. Code requirements / Bulk Schedule (LI): a. Lot Coverage L Maximum: 30% ii. Existing: 0% iii. Proposed: 15.6% b. Landscaped Area: i. Minimum: 25% ii. Proposed: 39% Landscaping plan provided on page AC -3 of the site plan; a. Site Plan Conditions: L Obtain approval from the Suffolk County Department of Health Services (SCDHS) for the plan referenced above, and provide one (1) print of the approved plan with the seal, stamp and signature of the SCDHS to this department; Staff: completed; C10-16-0008 "processing only" approved March 10, 2017 @ 293gpd + 5000GPD process water ii. Covenants & Restrictions are required as follows: The applicant, its assigns or successors shall not use any part of the site as a tasting room or for retail use without making application to, and obtaining approval of, the Southold Town Planning Board. The Declarant shall only make an application for site plan approval for a use or an accessory use that is set forth in the Town Code as a specifically permitted or accessory use for the zoning district and location of the Property. File the Covenants & Restrictions with the Office of the Suffolk County Clerk and provide proof of filing to this department including the receipt displaying the liber and page number. Staff: completed; b. Final Site Inspection / Analysis conducted by Brian Cummings on July 27, 2018 (see photographs); i. Building constructed as approved; 7 1. Twenty One (21) parking stalls including two (2) ADA; 2. Silo and dumpster not constructed; 3. Wall sign not constructed; ii. Town Engineer has certified the installation of all drywell fixtures on the subject site and the storm water retention areas required in the rear of Lot 1 prior to issuance of CO for the subject site; iii. Parking stalls constructed and striped as approved including two (2) ADA stalls with appropriate signage; iv. Exterior lighting: 1. One (1) Canopy Light— constructed as approved 2. Three (3) sign lights — not constructed 3. One (1) Wall fixture (NE side) — constructed as approved 4. Four (4) wall fixtures (2 on front, 2 on sw) — three not constructed as approved, one constructed on SW; Staff: three (3) pole light fixtures constructed that were not approved; v. Landscaping: 1. Approved a. Nine (9) Hawthorne Trees L Not completed; 4 planted b. Four (4) Red Maples i. Planted as approved c. Eleven (11) Eastern Red Cedars i. Not completed; 9 planted d. Twenty - one (21) Inkberry i. Not completed; mostly mulched areas e. Five (5) winterberry i. Planted as approved f. Six (6) arrowwood i. Planted as approved g. Fourteen (14) Virginia rose i. Not completed; mostly mulched areas 3 h. Forty six (46) bearberry i. Not planted; mostly mulched areas V: Staff Recommendations 1. Require an "as-built" photometric plan to verify Code compliance of the additional three (3) pole light fixtures, including illuminance values, fixture details and lumen totals; 2. Require the completion of all approved plantings on site as detailed above; 3. Once the items above are provided to the satisfaction of the Board, all elements of the approved site plan have been constructed as designed and it is recommended to support the issuance of a Certificate of Occupancy from the Building Department with the following condition(s) to be added to the c.o. a. Add a condition to the letter to the Building Department that any future sign(s) must be in accordance with the sign approved by the Planning Board during site plan, and that any changes to the sign that was approved must be reviewed by the Planning Board. b. Also consider a condition that any use of the building or site other than what was specifically approved on the site plan must be reviewed and approved by the Planning Board prior to the building being occupied. 4 Submission Without a Cover Letter S"J Sender: :Ioe CaC\ell AUG - 7 201$ J Southold Town GQ Planninn Board Subject: 1�1�C�5 �few\ncJ SCTM#: 1000 - 63, " 3 - 4 ,9 Date: S1-4 �'6 Comments: ReV�Se6 s' �1�`,h�1n5 �1oac1 .y. l ._ ti`s, 1 .a_• K6 _ . M -- �.• 1�. � - .7 - � r'.,. i••� ��.;;,��'.. '-- � - ��--' - r.r _-r -�..��._ _ tom. rr` - �F' - -} - - � •" � 'rte �n .. jll NOUN -'7 r`� t 7 - - - � �F '.�•►�'�.'^: '•�'_� � • . .: �r� < -"dam F r, .,�,, ••�. a / J 3 T r - t r IIIA I ' I t �i f � .� •h �� ..�------------ will,ow = } m ol Fig • t � :�, �rpt`r- - `f _ * f H • r r - . JAI �f - k. "t�.'1. i �r.n •• ..rte ; ry .� �°`,..t1y"``WM;4 ��:.:_ r,a� .. " �}...- a� _ - �� .:: t Michaelis, Jessica From: Cummings, Brian A. Sib Sent: Tuesday,July 17, 2018 11:58 AM ( H fYFFf jC, To: Michaelis,Jessica � � Subject: FW:Threes brewing site inspection 0JL 2 0 2018 Hit F��F510ml Original Message----- From:Joe Carleton [niailto:icarl ton57yahoo.com] Sent:Tuesday,July 17, 2018 11:23 AM To: Cummings, Brian A. Subject:Threes brewing site inspection Brian I would like to set appointment for final site inspection for planning Thank You Joe Carleton J Carleton Contracting 516-971-9457 (� irril� � � ( C� CHARLES R.CUDDY ; ATTORNEY AT LAW h 1, 445 GRIFFING AVENUE RIVERHEAD,NEW YORK ` 1' �:��lhuld v �� Mai ind Address: g IAr�xllt :L: (631)369-8200 P.O.Box 1547 1"1 : (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.com March 15, 2017 HAND DELIVERED Brian Cummings, Town Planner Planning Department Town of Southold P.O. Box 1179 Southold,NY 11971 Re: F & S, LLC/Threes Brewery Site Plan SCTM#1000-083-03-4.9 Dear Mr. Cummings: Eiiel.osad is the F&S, L .'71"lures Brewery si(e plaii ei'Worsed with 6icallh c1eptaronetil appI-oval. Previously a certified copy of the recorded carverrarnt r�e(lrrrrecl by the Plaj,"ui ig Board was deliver'cd to vc��rar, "F1'rc kappl�lc�ant has now coiliplie,d with the corrclrtrarrrs rrr the resokidorr grarrrtirrg site l:rl 11 approval, Please advise when we can expect the 1''larrrrrrrg 11a:rarcl 01arrr1rrar:r to sign the site plan, which willtheir permit the applicant to apply 11rr ar building permit. Thank you. Very truly yours, Charles R. Cuddy CRC:ms ,° Enclosures cc: James Miller SCHEDULE A ALL that certain,plot,piece or parcel of land,situate,lying and being at Cutchogue,in the Town of Southold,County of Suffolk and State of New York,known as Lot No.2 on a certain map entitled, "Map of Clustered Standard Subdivision of Cutchogue Business Center" file in'the Clerk of the County of Suffolk on June 17,2016 as Map No. 12037,bounded and described as follows: BEGINNING at a point,said point being the corner formed by the intersection of the Easterly side of Oregon Avenue and the Southerly side of Cox Lane.Said point being the point or place of beginning. RUNNING THENCE South 59 degrees, 55 minutes, 31 seconds East, 194.52 feet; THENCE South 30 degrees, 12 minutes, 50 seconds West,217.00 feet; THENCE North 59 degrees, 55 minutes, 31 seconds West, 191.01 feet; THENCE North 29 degrees, 17 minutes, 18 seconds East, 217.02 feet to the point or place of BEGINNING. r " Town Hall Annex Telephone(631)765-1802 � i 54375 Main Road ;� „ � � Fax(631)765-9502 P.O.Box 1179 " Southold,NY 11971-0959 21 BUILDING DEPARTMENT TOWN OF SOUTHOLD Wwd MEMORANDUM TO: Donald Wilcenski, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: December 15, 2016 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Threes Brewing East Location: 12820 Oregon Road, Cutchogue SCTM# 1000—Section 83-Block 03 —Lot 4.9 Date: July 18, 2016 Revised Date: October 18, 2016 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE Brewery IS A PERMITTED USE IN THIS LI DISTRICT AND IS SO CERTIFIED. Michael J. V' el �y Chief Building Inspector MAILING ADDRESS: PLANNING BOARD MEMBERS ��° �� , P.O. Box 1179 DONALD J.WILCENSKI Southold, NY 11971 Chair OFFICE LOCATION: Town Hall Annex WILLIAM J.CREMERS PIERCE RAFFERTY `�� ,`y'' 54375 State Route 25 JAMES H.RICH IIIA "+o 'a'a Vi%� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR y. t� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planner(2) Date: December 13, 2016 Re: Proposed Site Plan for Threes Brewing East 12820 Oregon Rd., south corner of Cox La. & Oregon Rd., Cutchogue SCTM#1000-83-3-4.6 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 Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District, Cutchogue. Your certification is requested by January 4, 2017. Thank you for your cooperation. Encls: Site Plan Application Site Plan MAILING ADDRESS: PLANNING BOARD MEAMERS + �� SO P.O. Box 1179 DONALD J.WILCENSKI �� Southold, NY 11971 Chair Nr OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH IIIA (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR „eou Southold, NY Telephone: 631 765-1938 www.southol dtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 14, 2016 Charles Cuddy, Esq. 445 Giffing Avenue P.O. Box 1547 Riverhead, NY 11901 Re: SEAR Determination: Proposed Site Plan for Threes Brewing East Located at 12820 Oregon Road, on the south corner of Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-4.6 Zoning District: LI Dear Mr. Cuddy: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, November 7, 2016: WHEREAS, this Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District, Cutchogue; and WHEREAS, the Southold Town Planning Board establishes itself as Lead Agency for this coordinated, Unlisted Action; 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 takes Lead Agency for this Unlisted Action; and be it further Threes Brewing East Page 2 November 14, 2016 RESOLVED, that the Southold Town Planning Board, as Lead Agency, pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration. Enclosed is a copy of the Negative Declaration for your records. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Donald J. Wilcenski Chairman Encls. MAILING ADDRESS: SO PLANNING ERS ) P.O. Box 1179 DONALD J.WILCENSKI ` � :' Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTYr� 54375 State Route 25 JAMES H.RICH III " (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR y� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance November 7, 2016 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as Lead Agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Threes Brewing East SCTM#: 1000-83-3-4.6 Location: 12820 Oregon Road, on the south corner of Cox Lane & Oregon Road, Cutchogue SEAR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: This Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District, Cutchogue. Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. 1. Impact on Land The action is located within the Cutchogue Business Center Subdivision which was approved in March 2016. Slopes occur on site and excavation is proposed. A total of 4,600 cubic yards will be excavated to a maximum depth of 8' for site construction. Retaining walls will be constructed in the east of the site to secure slopes. The property is zoned Light Industrial (LI). Zoning districts located within the vicinity of the parcel include Agricultural Conservation (AC) to the north and west and LI to the east and south of the parcel. The use does not conflict with the zoning district or the existing uses surrounding the parcel. The proposed action will not cause a substantial intensification of use in the area. The action is located outside of the Coastal Erosion Hazard Area. No significant impacts to land will occur. 2. Impact on Geological Features No significant impacts to Geologic Features are expected. 3. Impacts on Surface Water The Long Island Sound is located to the north of the parcel. Groundwater flows towards the Long Island Sound. No freshwater wetlands are located on or near the parcel. Storm water will be controlled on-site pursuant to Chapter 236 Storm Water Management. Significant adverse impacts to surface waters are not expected. 4. Impacts on Ground Water In 1978, the Long Island Regional Planning Board published the Long Island Comprehensive Waste Treatment Management Plan (208 Study). The 208 Study identified eight (8) Hydrogeologic Zones in Nassau and Suffolk Counties. These zones were distinguished based upon differences in underlying ground water flow patterns and water quality.The subject site is located within SCDHS Ground Water Management Zone IV, which, according to Article VI of the Suffolk County Sanitary Code, has an allowable flow of 600 gallons per day (gpd) per acre in areas served by public water. Ground water flows to the northwest and would be sourced from the Nassau-Suffolk Sole Source Aquifer and delivered to the site via the Suffolk County Water Authority System. A test hole indicates that ground water is greater than 18' from surface grade. Page 2 of 7 An on-site, Article VI compliant, sanitary waste water system to accommodate waste water is also proposed. Article VI calculations for the use are as follows: 600 gpd x acreage .96 acres x 600 gpd = 576 gpd allowable flow The brewery and storage mezzanine require a total flow of 293 gallons per day based on .04 gpd x 7,312 square feet. Total proposed sanitary flow equals 293 gpd. Total allowable flow equals 576 gpd, therefore, the proposed use meets Article VI requirements. Waste water disposal will include discharge of 6,500 gpd of brewery process water (FEAF). This type of water is considered gray water and not committed to calculated density. The system-is separate from the sanitary waste water disposal and is located west of the building. No records for sanitary disposal sites within 150 feet of the property or private wells were submitted. The applicant has indicated that during the first year of business, an estimated 2,200 gallons of water per day at the site will be used; 450 gallons of which will be removed from the site in the form of finished beer and 1,750 gallons which will be used in cleaning and sanitizing and will be returned to the ground via leaching pools. On the second year of business an estimated 4,400 gallons of water per day at the site will be used; 900 gallons will be removed in the form of finished beer and 3,500 gallons will be used in cleaning and sanitizing and will be returned to the ground via leaching pools. On the third year of business an estimated 6,500 gallons of water per day at the site will be used; 1,350 gallons of which will be removed from the site in the form of finished beer and 5,150 which will be utilized in cleaning and sanitizing and will be returned to the ground via leaching pools. In the early to mid-1990s, the area ground water was found to be contaminated with several pollutants originating from the Southold Town Landfill. The current level of contamination is unknown, however, contact or use of ground water is not expected. The sanitary flow is from the use is comparable to a single family home and impacts are not expected. Impacts from the brewery process water will be disposed underground although, significant in volume moderate to large impacts are not expected. Page 3 of 7 SCDH will require a covenant limiting use to brewery processing with no tasting room (SCDH telephone conversation). A Suffolk County Water Authority Letter of Water Availability dated on October 19, 2016 was issued for the action. S. Impact on Flooding The proposed action is located within an unmapped FEMA Flood Zone. Threat from flooding is, therefore, none to low. 6. Impact on Air No significant impacts to air quality would occur as a result of the action. 7. Impact on Plants and Animals The New York State Environmental Research Mapper (2009) was referenced to determine if records of rare or threatened plants or animals have been identified as occurring on site. No rare or threatened plants or animals have been recorded on site or within the vicinity of the site. With the exception of Lot 1 (which is improved), the parcel has been disturbed through clearing and grading in the past. Due to the level of disturbance, the potential occurrence of rare or threatened plants or animals on site is low. Therefore, no significant removal or destruction of large quantities of vegetation will occur. Correspondingly, no substantial interference with the movement of any resident or migratory fish or wildlife species nor impacts on a significant habitat area will occur. 8. Impact on Agricultural Resources The site is not located within an Agricultural District. Soils on site consist of Haven Loam (HaA and HaB) with slopes ranging from 0-6 percent. Limitations are described as slight for home sites or sewage disposal fields. Site soils have been previously disturbed through clearing and development and therefore, the proposed action is not expected to result in significant adverse impacts to agricultural resources (soils). 9. Impact on Aesthetic Resources Oregon Road, which runs to the northwest of the property, has been identified as one of the most scenic roadways in the Town of Southold. The property is zoned Light Industrial (LI) and the future build out is expected to be industrial/commercial with potentially large buildings. To mitigate impacts to Oregon Road and buffer the mass and intensity of the built environment from the agricultural uses and scenic views from Oregon Road, the Planning Board has established a 60' wide vegetated buffer with rows of Evergreen Trees on Lots 2 and 3 and a 20' buffer against Cox Lane. This buffer is classified as open space and maintenance of the buffer is limited. The existing trees that occur on Lot 2 were also preserved within a buffer to mitigate the mass of the future buildings. Page 4 of 7 The proposed action is on Lot 2 in the subdivision. The building is large, measuring 100' x 65' (6,500 sq. ft.). The height of the building is 32.18'. Based upon the requirement of open space buffers, the proposed action will not result in a significant impact to view sheds important to the community. The site will not result in significant adverse impacts to aesthetic resources or to existing community or neighborhood character or result in a material conflict with the community's current plans or goals as officially approved. 10. Impact on Historic and Archeological Resources The New York Department of State GIS - Public Access Map was referenced for occurrence of archeo- sensitive areas on site. The area is not identified as an archeo-sensitive. Therefore, no impacts are expected to occur to archeological resources on the parcel. The action would not result in adverse impacts to cultural/historic resources. Similarly, the proposed action will not impair the character or quality of important, historic, architectural resources. 11. Impact on Open Space and Recreation Impacts to open space and recreation are not expected to occur as a result of this action. 12. Impact on Critical Environmental Areas The action is not located within a Critical Environmental Area. 13. Impact on Transportation There is a concern that the truck traffic generated by the use will increase on area roadways and impact the quality of life and safety of the surrounding community. In a September 26, 2016 letter, the applicant indicates that a total of 3 trucks per week would access the site. This frequency is a negligible impact to the area transportation systems, and therefore, disruptions to the quality of life and to the surrounding community are not expected. In the event that a significant increase in truck trips to the site occurs, it is recommended that the Planning Board is notified by the applicant and/or owner of the site at the time. A remaining concern is the impacts from the cumulative truck trip impacts from the entire build out of the parcels in the subdivision. Routing of any trucks accessing the site to a controlled intersection (traffic signal) is important to improve transportation safety. Both Cox Lane and Depot Lane are controlled by a traffic signal, however, routing of truck traffic will be; to and over Cox Lane. A Covenant and Restriction should be required to memorialize the route. Page 5 of 7 A retail (e.g. tastings) use is not permitted on-site therefore trip generation/transportation from the use was not assessed. Based on the above, no significant moderate to large impacts to transportation will occur as a result of the action. 14. Impact on Energy A total 300 kW kilowatts (demand) of electric is proposed for use once the facility is operating at full brewing capacity. The estimated annual amount of energy use per year is 150,000 kWh (demand over time). The amount of energy is necessary in the production of the beer. The applicant proposes to operate on a 460 - 480/3 phase electrical service. In addition, a Geothermal system is also proposed to heat and cool the building. Both of these would contribute to less energy use. Interior and exterior lighting will be connected to electric service. No significant impacts from the energy use are expected to occur as a result of the action. 15. Impact on Noise, Odor, and Light Exterior lighting will comply with Dark Sky Regulations pursuant to Chapter 172 of the Southold Town Code. Noise will comply with Chapter 180 Prevention of Noise. No odors are expected capable of impacting neighboring properties and affecting community character. Impacts from noise, odor and light are expected to be none to low as a result of the action. 16. Impact on Human Health Sanitary disposal will comply with SCDH Article VI regulations. No known creation of a hazard to human health is expected to occur as a result of the proposed action. 17. Consistency with Community Plans The property is zoned LI and the use proposed is in compliance with the zoning district. The use is proposed in a partially constructed industrial park. A recent subdivision, Cutchogue Business Center, created the subject lot which was designed to support light industrial uses. Industrial uses occur to the south, east and west of the property. The action is not inconsistent with community plans. Page 6 of 7 18. Consistency with Community Character The action is located adjacent to Oregon Road, an area with high scenic quality within the Town. Open space buffers (vegetated) were created during the subdivision process to mitigate impacts from the mass of buildings characteristic of light industrial uses. The open space buffers provide screening of the building from Oregon Road and Cox Lane. Although impacts from increased traffic would result, a significant increase in vehicle trips and reduction in the level of service to intersections is not expected. Vehicle use on site will be limited to employees and delivery trucks (3) entering and exiting the site on a weekly basis. Noise from the action is expected to increase over ambient levels for the short term during excavation of the site and construction of the building. Significant noise from operations is not expected. The character of the community is not expected to be impacted significantly as a result of the action. Based upon the above, no significant, adverse impacts to the environment are expected to occur should the project be implemented as planned. This determination is based, in part, on: The Local Waterfront Revitalization Program (LWRP) Coastal Consistency Form, testimony heard at the September 12, 2016 Public Hearing and the applicant's September 26, 2016 letter. Note that the Suffolk County Department of Health Services is requiring a covenant disallowing a tasting room on site. Correspondingly, the Southold Town Code prohibits a retail use on site and therefore impacts from these uses were not analyzed within this document. For Further Information: Contact Person: Mark Terry, Assistant Director of Planning Address: Southold Town Planning Board, P.O. Box 1179, Southold, NY 11971 Telephone: 631/765-1938 cc; Southold Town Clerk for Town Board Suffolk County Department of Health Services Southold Town Building Department Page 7 of 7 Project; Threes Brewery East gate; 11(9/16n� Full Environmental Assessment Form Part 3 -Evaluation of the Magnitude and Importance of Project Impacts and Determination of Significance Part 3 provides the reasons in support of the determination of significance. The lead agency must complete Part 3 for every question in Part 2 where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. Based on the analysis in Part 3,the lead agency must decide whether to require an environmental impact statement to further assess the proposed action or whether available information is sufficient for the lead agency to conclude that the proposed action will not have a significant adverse environmental impact. By completing the certification on the next page,the lead agency can complete its determination of significance. Reasons Supporting This Determination: To complete this section: • Identify the impact based on the Part 2 responses and describe its magnitude. Magnitude considers factors such as severity, size or extent of an impact. • Assess the importance of the impact. Importance relates to the geographic scope,duration,probability of the impact occurring,number of people affected by the impact and any additional environmental consequences if the impact were to occur. • The assessment should take into consideration any design element or project changes. • Repeat this process for each Part 2 question where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. • Provide the reason(s)why the impact may,or will not,result in a significant adverse environmental impact • For Conditional Negative Declarations identify the specific condition(s)imposed that will modify the proposed action so that no significant adverse environmental impacts will result. • Attach additional sheets,as needed. See State Environmental Quality Review Negative Declaration Notice of Determination Non-Significance narrative dated November 7,2016 attached.. ..... —.......... ........ .,., Determination of Significance - Type 1 and Unlisted Actions SEQR Status: ❑ Type l ✓❑ Unlisted Identify portions of EAF completed for this Project: ❑✓ Part 1 ✓❑ Part 2 ❑✓ Part 3 ..................... ..............-—---------......... ..................................._"'_ ................ .......... Upon review of the information recorded on this EAF, as noted,plus this additional support information ile .................................... ........ and considering both the magnitude and importance of each identified potential impact, it is the conclusion of the Southold PlannipqBoard - ...... as lead agency that: 0 A. This project will result in no significant adverse impacts on the environment,and,therefore,an environmental impact statement need not be prepared. Accordingly,this negative declaration is issued. Fj B. Although this project could have a significant adverse impact on the environment,that impact will be avoided or substantially mitigated because of the following conditions which will be required by the lead agency: -—------------- There will,therefore,be no significant adverse impacts from the project as conditioned,and,therefore,this conditioned negative declaration is issued. A conditioned negative declaration may be used only for UNLISTED actions(see 6 NYCRR 617A). M C. This Project may result in one or more significant adverse impacts on the environment,and an environmental impact statement must be prepared to further assess the impact(s)and possible mitigation and to explore alternatives to avoid or reduce those impacts. Accordingly,this positive declaration is issued. Name of Action: Threes Brewery East ............................... ..................................................................... Name of Lead Agency: Southold Planning Board Name of Responsible Officer in Lead Agency: Donald Wilcenski Title of Responsible Officer: Chair Signature of Responsible Officer in Lead Agency: Date: tJ l 411 Signature of Preparer(if different from Responsible Officer) Date: It Jt4l[L, For Further Information: Contact Person: Mark Terry,Assistant Director of Planning Address: 54375 State Route 25, P.O.Box 1179,Southold,NY 11971 Telephone Number:631-765-1938 E-mail: Mark.Terry@town.southold.ny.us For Type 1 Actions and Conditioned Negative Declarations,a copy of this Notice is sent to: Chief Executive Officer of the political subdivision in which the action will be principally located(e.g.,Town City Village of) Other involved agencies(if any) Applicant(if any) Environmental Notice Bulletin: litti)://www.dec.nv.gov/e.nb/enb.htnil PRINT FULL FORM Page 2 of 2 Agency Use Only[If apphcablvl Full Environmental�i��v�e��/� poicc/� Part 2-Mentiflication of Potential Project Impacts Date` 1 9/28/16 Part istubccompleted bythe lead agency. Part 2 is designed to help the lead agency inventory all potential resources that could bcaffected byuproposed project cxaction. We recognize that the lead agency's reviewer(s)will not necessarily be environmental professionals. So,the questions are designed to walk a reviewer through the assessment process by providing a series of questions that can heanswered using the information found inPart l. 7ofurther assist the lead agency incompleting Part 2,the form ldeo6fieathe most relevant questions in Part I that will provide the information needed to answer the Part 2 question. When Part 2 is completed,the lead agency*i||have idcodfiedthe relevant environmental areas that may 6oimpacted hythe proposed activity. If the lead agency is a state agency and the action is in any Coastal Area,complete the Coastal Assessment Form before proceeding with this uxxeosmum. Tips for completing Part 2: • Review all ofthe information provided inPart |. ° Review any application,maps,supporting materials and the Full EAF Workbook. • Answer each ofthe |8questions inPart 3. • If you answer"Yes"to a numbered question,please complete all the questions that follow in that section. • If you answer"No"to a numbered question,move on to the next numbered question. • Check appropriate column toindicate the anticipated size ofthe impact. * Proposed projects that would exceed a numeric threshold contained in a question should result in the reviewing agency checking the box"Moderate hnlarge impact may 000ur." ° The reviewer iunot expected tohuuuexpert inenvironmental analysis. * If you are not sure or undecided about the size of an impact, it may help to review the sub-questions for the general question and consult the workbook. * When answering a question consider all components of the proposed activity,that is,the "whole action". ° Consider the possibility for long-term and cumulative impacts as well as direct impacts. • Answer the qiwstion in a reasonable manner considering the scale and context of the proJect. 1. Impact on Land Proposed action may involve construction on, or physical alteration of, []NO V]YES the land surface of the proposed site. (See Part 1. D.I) "Yes answer questions a J. If"No", move on to Section 2. Relevant No,or Moderate Part I small to large Question(s) impact impact may ccur occur a. The proposed action may involve construction on land where depth to water table is E2d 0 El less than 3 feet. b.The proposed action may involve construction on slopes of 15%or greater, E2f 0 El c. The proposed action may involve construction on land where bedrock is exposed,or E2a generally within 5 feet of existing ground surface. d. The proposed action may involve the excavation and removal of more than 1,000 tons D2a vi of natural material. e. The proposed action may involve construction that continues for more than one year Dle El or in multiple phases. f The proposed action may result in increased erosion,whether frorn physical D2e, D2q disturbance or vegetation removal (including from treatment by herbicides), g. The proposed action is,or may be, located within a Coastal Erosion hazard area. Bli Page 8of10 2. Impact on Geological Features The proposed action may result in the modification or destruction of, or inhibit access to, any unique or unusual land forms on the site (e.g., cliffs, dunes, ONO []YES minerals, fossils, caves). (See Part 1. E.2.g) If"Yes", answer questions aw c If"No", move on to Section 3. Relevant No or Moderate Part I small to large Question(s) impact impact may may mmmmmr occur a. Identify the specific land form(s)attached: E2g ❑ 0 b. The proposed action may affect or is adjacent to a geological feature listed as a E3c [A El registered National Natural Landmark. Specific feature: c. Other impacts: _ ...... ❑ El 3. Impacts on Surface Water The proposed action may affect one or more wetlands or other surface water [:]NO OYES bodies (e.g., streams, rivers, ponds or lakes). (See Part 1. D.2, E.21) If"Yes", answer questions a- 1. If"No', move on to Section 4. _...._� Relevant No,or Moderate Part I small to large Question(s) impact impact may may create a.......... may occur a. The proposed actionoccur new water body, D2b,Dlh ❑ ❑ b. The proposed action may result in an increase or ........ p p y decrease of over 10%or more than a D2b ® ❑ 10 acre increase or decrease in the surface area of any body of water. c.The proposed action may involve dredging more than 100 cubic yards of material D2a ❑ ❑ from a wetland or water body. d. The proposed action may involve construction within or adjoining a freshwater or E2h ❑ EJ tidal wetland,or in the bed or banks of any other water body. e.The proposed action may create turbidity in a waterbo � � p p y ty ' dy,either from upland erosion, D2a,D2h ❑ ❑ runoff or by disturbing bottom sediments. f.The proposed action may include construction of one or more intake(s)for withdrawal D2c ® ❑ of water from surface water. g.The proposed action may include construction of one or more outfall(s)for discharge D2d 171 El of wastewater to surface water(s). h.The proposed action may cause soil erosion,of o.. . .. ...� therwise create a source of D2e storwater discharge that may lead to siltation or other degradation of receiving water bodies. i. The proposed action may affect the water quality of any water bodies within or E2h 0 ❑ downstream of the site of the proposed action. ........... ................ ...............,_____ ..................... ... _________-. .... . .... m. j. The proposed action may involve the application of pesticides or herbicides in or D2q,E2h ® El around any water body. k. The proposed action may require the construction of new,or expansion of existing, Dia,D2d 0 ❑ wastewater treatment facilities. Page 2 of 10 1. Other impacts:The proposed action could result in a increase in nitrogen loading to groundwater ❑ frum un-site,conventional wastewater sanitary systems(leaching field) 4. Impact on groundwater The proposed action may result in new or additional use of ground water, or ❑NO RIYES may have the potential to introduce contaminants to ground water or an aquifer. (See Part 1. D.2.a, D.2.c, D.2.d, D.2.p, D.2.q, D.2.t) h f ........... to Section 5. mmYes>> answer„�uestionsma..-h.m....l_..`°No , move on�.................................�....__ � .--.� _ �.........,._.... Relevant No,or Moderate Part I small to large Question(s) impact impact may -. ma occur occur WWWW �'� a.The proposed action may require new water supply wells,or create additional demand D2c 0 ❑ on supplies from existing water supply wells. b. Water supply demand from the proposed action may exceed safe and sustainable D2c 0 ❑ withdrawal capacity rate of the local supply or aquifer. Cite Source: Suffolk County Water Authority c. The proposed action may allow or result in residential uses in areas without water and Dla,D2c ❑ ❑' sewer services. d.The proposed action may include or require wastewater discharged to groundwater. D2d,E21 ❑ ❑ e. The proposed action may result in the construction of water supply wells in locations D2c,EIf, where groundwater is,or is suspected to be,contaminated. EIg,El f. The proposed action may require the bulk storage of petroleum or chemical products D2p,E21 0' E over ground water or an aquifer. g. The proposed action may involve the commercial application of pesticides within 100 E2h,D2q, 0 feet of potable drinking water or irrigation sources. E21,D2c h. Other impacts: ........ 0 11 5. The Impacton Floodingproposed action mayresult in development on lands subject to flooding. V]NO ❑YES (See Part 1. E.2) If ..... .. f.. Section 6. answer uestions a I No move on to Relevant No,or Moderate Part I small to large Question(s) impact impact may ma occur oc------------- cur a. The proposed action may result in development in a designated floodway, E2i ❑ t_'t b. The proposed action may result in development within a 100 year floodplain, E2j ;i ....n n ... .....n.. .. .w....r............. c. The proposed action may result in development within a 500 year floodplain. Elk iia r1 d. The proposed action may result in,or require,modification of existing drainage D2b,D2e ❑ 0 patterns. e. The proposed action may change flood water flows that contribute to flooding. D2b,E2i, ❑ t::[ ...., _ E21..�Elk . f If there is a dam located on the site of the proposed action, is the dam in need of repair, E 1 e ❑ rt or upgrade? .. ................. _..................m,. .._...., _ - -- ....-........... Page 3 of 10 g. Other impacts: -- - ------ El 11 6. Impacts on Air The proposed action may include a state regulated air emission source. ZNO ❑YES (See Part 1. D.2.£,D,2,h, D.2.g) If"Yes", answer questions a-,f If"No", move on to Section 7. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a. If the proposed action requires federal or state air emission permits,the action may also emit one or more greenhouse gases at or above the following levels: i. More than 1000 tons/year of carbon dioxide(CO2) D2g ❑ ❑ ii. More than 3.5 tons/year of nitrous oxide(N20) D2g ❑ ❑ iii.More than 1000 tons/year of carbon equivalent of perfluorocarbons(PFCs) D2g ❑ ❑ iv.More than.045 tons/year of sulfur hexafluoride(SF6) D2g ❑ ❑ v. More than 1000 tons/year of carbon dioxide equivalent of D2g ❑ ❑ hydrochloroflourocarbons(HFCs)emissions vi.43 tons/year or more of methane D2h ❑ ❑ b.The proposed action may generate 10 tons/year or more of any one designated D2g ❑ ❑ hazardous air pollutant,or 25 tons/year or more of any combination of such hazardous air pollutants. c. The proposed action may require a state air registration,or may produce an emissions 132f,D2g ❑ ❑ rate of total contaminants that may exceed 5 lbs.per hour,or may include a heat source capable of producing more than 10 million BTU's per hour. d. The proposed action may reach 50%of any of the thresholds in"a"through"c", D2g El ❑ above. e. The proposed action may result in the combustion or thermal treatment of more than 1 D2s ❑ t' ton of refuse per hour. f Other impacts: ri 7. Impact on Plants and Animals The proposed action may result in a loss of flora or fauna. (See Part 1. E.2. m.-q.) NO ❑YES Af �. I "No " n 8. es , answer c�uestaons..a..-H ..., move on to Section Relevant No,or Moderate Part I small to large Question(s) impact impact may ..... .....__.... ..................... .... may occur....,_ .._..occur a. The proposed action may cause reduction in population or loss of individuals of any Ego threatened or endangered species,as listed by New York State or the Federal government,that use the site,or are found on,over,or near the site. b. The proposed action may result in a reduction or degradation of any habitat used by Ego ❑ any rare,threatened or endangered species,as listed by New York State or the federal government. ...... c The proposed action may cause reduction in population,or loss of individuals,of any E2p u species of special concern or conservation need,as listed by New York State or the Federalgovernment,that use the site,or are found on,over,or near the site. d. The proposed action may result in a reduction or degradation of any habitat used by E2p 1:7 ❑ any species of special concern and conservation need,as listed by New York State or the Federal government. ....................................... Page 4 of 10 e. The proposed action may diminish the capacity of a registered National Natural E3c Landmark to support the biological community it was established to protect. £ The proposed action may result in the removal of,or ground disturbance in, any E2n ❑ 7 portion of a designated significant natural community. Source: g.The proposed action may substantially interfere with nesting/breeding,foraging,or Elm tY over-wintering habitat for the predominant species that occupy or use the project site. h. The proposed action requires the conversion of more than 10 acres of forest, Elb grassland or any other regionally or locally important habitat. Habitat type&information source: ............—...... .„..... --------------- --------------- i. i.Proposed action(commercial,industrial or recreational projects,only)involves use of D2q ❑ ❑ herbicides or pesticides. j. Other impacts: 8. Impact on Agricultural Resources The proposed action may impact agricultural resources. (See Part 1. E.3.a. and b.) WINO ❑YES If"Yes”, answer questions a-h. If"No", move on to Section 9. Relevant No or -Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may impact soil classified within soil group 1 through 4 of the E2c,E3b ❑ NYS Land Classification System. b. The proposed action may sever,cross or otherwise limit access to agricultural land Ela,Elb G (includes cropland,hayfields,pasture,vineyard,orchard,etc). c. The proposed action may result in the excavation or compaction of the soil profile of E3b ❑ r] active agricultural land. d. The proposed action may irreversibly convert agricultural land to non-agricultural Elb,E3a i.:� ❑ uses,either more than 2.5 acres if located in an Agricultural District,or more than 10 acres if not within an Agricultural District. e. The proposed action may disrupt or prevent installation of an agricultural land El a,Elb ❑ ❑ management system. f.The proposed action may result,directly or indirectly,in increased development C2c,C3, ❑ potential or pressure on farmland. D2c,D2d g. The proposed project is not consistent with the adopted municipal Farmland C2c ❑ i Protection Plan. h. Other impacts: Page 5 of 10 9. Impact on Aesthetic Resources The land use of the proposed action are obviously different from, or are in ®NO ❑YES sharp contrast to, current land use patterns between the proposed project and a scenic or aesthetic resource. (Part 1. E.La, E.Lb, E.3.h.) If"Yes", answer questions a-K If"No", go to Section 10. Relevant No,or Moderate Part I small to large Question(s) impact impact may ma occur occur a. Proposed action may be visible from any officially designated federal,state,or local E3h ❑ EJ scenic or aesthetic resource. b. The proposed action may result in the obstruction,elimination or significant E3h,C2b t ❑ screening of one or more officially designated scenic views. ....................... c. The proposed action may be visible......... . ... � ._ ...... m ,�, from publicly accessible vantage points: E3h i. Seasonally(e.g.,screened by summer foliage,but visible during other seasons) ❑ ❑ ii. Year round d.The situation or activity in which viewers are engaged while viewing the proposed E3h action is: E2q, i. Routine travel by residents, including travel to and from work I'D Fa ii. Recreational or tourism based activities Elc e.The proposed action may cause a diminishment of the public enjoyment and E3hI cu appreciation of the designated aesthetic resource. f. There are similar projects visible within the following distance of the proposed D1 a,Ela, project: Dlf,Dlg 0-1/2 mile '/2-3 mile 3-5 mile 5+ mile g. Other impacts: r==l 10. Impact on Historic and Archeological Resources The proposed action may occur in or adjacent to a historic or archaeological W]NO ®YES resource. (Part 1. E.3.e, f. and g.) If"Yes", answer questions a-e. If"No", go to Section I1. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may occur wholly or partially within,or substantially contiguous E3e ❑ ra to,any buildings,archaeological site or district which is listed on or has been nominated by the NYS Board of Historic Preservation for inclusion on the State or National Register of Historic Places. �. ... ............m b.The proposed action may occur wholly or partially within,or substantially contiguous E3f to,an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory. c. The proposed action may occur wholly or partially within,or substantially contiguous E3g ID ❑ to,an archaeological site not included on the NY SHPO inventory. Source: Page 6 of 10 —_._. m..........., ...,_ ...................................................................... .....w ,,,.......................................m.............� ... �.. d. Other impacts: _,,_... e. If any of the above(a-d)are answered"Yes",continue with the following questions to help support conclusions in Part 3: i. The proposed action may result in the destruction or alteration of all or part De,E3g, rA a' of the site or property. E3f ii. The proposed action may result in the alteration of the property's setting or De,E3f, Cl ❑ integrity. E3g,Ela, Elb iii. The proposed action may result in the introduction of visual elements which De,E3f, ❑ .� are out of character with the site or property,or may alter its setting. E3g,E3h, C2,C3 11. Impact on Open Space and Recreation The proposed action may result in a loss of recreational opportunities or a [ZINO DYES reduction of an open space resource as designated in any adopted municipal open space plan. (See Part 1. C.2.c, E.l.c.,E.2.q.) If Yes , answerquestions a-elf"No", oto Sec tion 12 Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may result in an impairment of natural functions,or"ecosystem D2e,Elb El 11 services",provided by an undeveloped area,including but not limited to stormwater E2h, storage,nutrient cycling,wildlife habitat. E2m,Ego, E2n,E2 b. The proposed action may result in the loss of a current or future recreational resource. C2a,E1 c, ❑ ❑ C2c,.E2q c.The proposed action may eliminate open space or recreational resource in an area C2a,C2c ❑ ❑ with few such resources. EIc,E2q d. The proposed action may result in loss of an area now used informally by the C2c,E l c El 1] community as an open space resource. e. Other impacts: 12. Impact on Critical Environmental Areas The proposed action may be located within or adjacent to a critical �NO YES environmental area(CEA). (See Part 1. E.3.d) If"Yes", answer questions a c. If"No", go to Section 13. ..... Relevant No,or Moderate Part I small to large Question(s) impact impact may y __w may occur occur a. The proposed action may result in a reduction in the quantity of the resource or E3d 0 ❑ characteristic which was the basis for designation of the CEA. b. The proposed action may result in a reduction in the quality of the resource or E3d G:::� ❑ characteristic which was the basis for designation of the CEA. c.Other impacts ui ❑ Page 7 of 10 13. Impon Transportation proposed actio 1 may result in a change to existing transportation systems. DNO YES Th (See Part 1. D.2.j) If"Yes", answer uestions a g No", go to Section 14, Relevant No,or Moderate Part I small to large Question(s) impact impact may ._ _.. may occur occur a. Projected traffic increase may exceed capacity of existing road network. ...... � .. _ _. .�,. D2j 0 ❑ b.The proposed action may result in the construction of paved parking area for 500 or D2j ]' more vehicles. c. The proposed action will degrade existing transit access. D2j 0 ❑ d.The proposed action will degrade existing pedestrian or bicycle accommodations. D2j ❑ ❑ e.The proposed action may alter the present pattern of movement of people or goods. i D2j 0 ❑ f. Other impacts: Increase intraffic on local roads 14. Impact on Energy The proposed action may cause an increase in the use of any form of energy, FINO ©YES (See Part 1. D.2.k) I "Yes", answer questions a e,. "No", go to Section 15. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action will requirema new,or an upgrade to an existin ,substation. D2k ® ❑ b.The proposed action will require the creation or extension of an energy transmission Dlf, 0 ❑ or supply system to serve more than 50 single or two-family residences or to serve a Dlq,D2k commercial or industrial use. c. The proposed action may utilize more than 2,500 MWhrs per year of electricity. D2k ® ❑ d. The proposed action may involve heating and/or cooling of more than 100,000 D1 square q g ® ❑ feet of building area when completed. e.Other Impacts:A total of 500,000 kWh annual use 15. Impact _ ....... ........... ............... . ., _._. w ....... The pr( n Noise, Odor, and Light osed action may result in an increase in noise, odors, or outdoor lighting. [:]NO ©YES (See Part 1. D.2.m., n., and o.) If"Yes", answer questions a -f. If"No", go to Section 16, Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action . m.. p p may produce sound above noise levels established by local D2m ❑ ❑ regulation. b. The proposed action may result in blasting within 1,500 feet of any residence, D2m,Eld ❑' 0 hospital, school, licensed day care center,or nursing home. c.The proposed action may result in routine odors for more than one hour per day, 20 ® ❑ Page 8 of 10 ......----- d. The proposed action may result in light shining onto adjoining properties. D2n 0 11 ........................ e. The proposed action may result in lighting creating sky-glow brighter than existing D2n,E I a 0 El area conditions. ................ ........... f. Other impacts� ............................................... —--------- –-----...................................... ................ El ..... ....................................................................... ..................... ...... ............................... —---------- .. .. ...... ................. 16. Impact on Human Health The proposed action may have an impact on human health from exposure NO L-1 J Y E S to new or existing sources of contaminants. (See Part I.D.2.q., E.1. d. f g. and h.) If"Yes", answer questions a -m. "No", go to Section 17. Relevant No,or Moderate Part I small to large Question(s) impact impact may ............. ..................... a.The proposed action is located within 1500 feet of a school,hospital, licensed day Eld El care center,_9,rouPA0_Te,.nursin home or retirement communiLy. ...... b. The site of the proposed action is currently undergoing remediation. EIg,Elh 0 c. There is a completed emergency spill remediation, or a completed environmental site EIg,Elh 0 El remediation on,or adjacent to,the site of the proposed action. d.The site of the action is subject to an institutional control limiting the use of the EIg,Elh 0 property(e.g.,easement or deed restriction). e. The proposed action may affect institutional control measures that were put in place EIg,Elh 0 11 to ensure that the site remains protective of the environment and human health. f. The proposed action has adequate control measures in place to ensure that future D2t El generation,treatment and/or disposal of hazardous wastes will be protective of the environment and human health. ................ ...... .................................................................... g.The proposed action involves construction or modification of a solid waste D2q,E If 0 0 management facility. h. The proposed action may result in the unearthing of solid or hazardous waste. D2q,Elf 0 El ................ i. The proposed action may result in an increase in the rate of disposal,or processing,of D2r,D2s solid waste. _....... ............ j.The proposed action may result in excavation or other disturbance within 2000 feet of Elf,Elg a site used for the disposal of solid or hazardous waste. Elh k.The proposed action may result in the migration of explosive gases from a landfill Elf,EIg 0 site to adjacent off site structures. .................... ...... ......__------ ................ 1. The proposed action may result in the release of contaminated leachate from the D2s,E If, 0 El project site. D2r m. Other impacts: ... ... .. ... - - -–------------- EJ ............ ......................... ............ Page 9 of 10 17. Consistency with Community Plans The proposed action is not consistent with adopted land use plans. F,/ NO DYES (See Part 1. C.1, C.2. and C.3.) If"Yes", answer questions a-h. If"No", go to Section 18. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action's land use components may be different from,or in sharp C2,C3,D1 rt ❑ contrast to,current surrounding land use pattern(s). Ela,Elb b.The proposed action will cause the permanent population of the city,town or village C2 &D e1 in which the project is located to grow by more than 5%. c.The proposed action is inconsistent with local land use plans or zoning regulations. C2,C2,C3 ❑ ❑ d. The proposed action is inconsistent with any County plans,or other regional land use C2,C2 ❑ EJ plans. e.The proposed action ma....�cause a chan a in the densi of develo........... ��. � - ��. ��.�� .........� p p...._ w...... y g density development that is not C3,D1c, �� 0 supported by existing infrastructure or is distant from existing infrastructure. Dld,Dlf, D1d,Elb £The proposed action is located in an area characterized by low density development C4,D2c,D2d that will require new or expanded public infrastructure. D2j g.The proposed action may induce secondary development impacts(e.g.,residential or C2a 0 commercial development not included in the proposed action) h.Other: 18. Consistency with Community Character The proposed project is inconsistent with the existing community character.. [:]NO ©YES (See Part 1. C.2, C.3,D.2,E.3) Yes", a I art 3. " .. . mnswer�uestaons a �If No',1?roceed to P �mm Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may replace or eliminate existing facilities,structures,or areas De,E3f,E3g ❑ ❑ of historic importance to the community. b.The proposed action may create a demand for additional community services(e.g. C4 0 ❑ schools,police and fire) c. The proposed action may displace affordable or low-income housing in an area where C2,C3,D1 f 0 CJ there is a shortage of such housing. D l g,E l a d.The proposed action may interfere with the use or enjoyment of officially recognized C2,E3 ❑ ICJ or designated public resources. e. The proposed action is inconsistent with the predominant architectural scale and C2,C3 character. f. Proposed action is inconsistent with the character of the existing natural landscape. C2,C3 ❑ Ela,Elb E2 ,E2h a................... ............................................................................................................................................ g. Other impacts: ❑ ❑ PRINT FULL FORM Page 10 of 10 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, November 7, 2016 - 2:30 p.m. Southold Town Annex Board Room 2ND Floor, Capital One Bank Building 2:30 p.m. Applications 3:45 p.m. Review Public Meeting Agenda hili ou & Vallas SCTM#: 1000-31-2-7,Project Name: P pp s 9, 6.1 & 6.2 Location 2090 Rocky Point Road, East Marion Description: This proposed lot line change involves the re-subdivision p g on of three lots and lot merger. Lot SCTM#1000-31-2-6.2 is vacant and is being eliminated and will be split between the adjacent lots; where lot 1 (SCTM # 1000-31-2-6.1) will increase from 15,000 sq. ft. to 116,402 square feet due to the transfer of 10,589 sq. ft. and merging of 90,605 sq. ft. from SCTM#1000-31-2-9. Lot 2 SCTM#1000-31-2-7 will increase in size by 6,862 sq. ft. to total lot size 23,387 sq. ft. Lot 2 remains non-conforming in the R-40 Zoning District Status: New Application Action: Review for completeness. Attachments Staff Report Pro'ect Name: Threes Brewin East SCTM#: 1000-83-3-4.6' 1 j Location: 12820 Oregon Road, south corner of Cox Lane & Oregon Road, Cutchogue Description: Th pp p (6500 sq. ft.) steel building for production sed construction of a 100' x 65' This Site Plan Application is for the proposed (brewery with no retail), office and storage with 21 parking stalls on 0.96acres in the Light Industrial Zoning District, Cutchogue. Status. ; Pending Action: Revised Site Plan & SEQRA Review I Attachments: Staff Report & SEQRA Assessment Project Name Country Car Wash SCTM#: 1000-125-1-19.5 Location-, 6565 NYS Rt. 25, +724 s/w Descri tion: This Amended Site Plan Application is for two roof additions� pnpo at 24 p/ Bra Ave. & NYS Rt. 25, Matt ' x32' and 24' x 28' (1,440 total sq. ft.) to an existing 960 sq. ft. car wash facility on 0.918 acres in the General Business Zoning District. Status: Pending Action: Status Update Attachments:. Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Revised Site Plan Date November 7, 2016 Project Title: Threes Brewing East Applicant: F & S LLC Date of Submission: July 29, 2016 Tax Map Number: 83.-3-4.6 Project Location: 12820 Oregon Road Hamlet: Cutchogue Zoning District: Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.96 acres (41,831 sf) Building Size 6500sf This Site Plan Application is for the proposed construction of a 100' x 65' (6500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96acres in the Light Industrial zoning district, Cutchogue. III: Analysis 1. Existing: vacant lot (aka Lot #2) as result of the approved Cutchogue Business Center subdivision 2. Proposed: a. 100' x 65' (±6,500sf) steel production building with office space and storage detailed in the six (6) page site plan packet: 1. AC — 1: Zoning / Data /Alignment Plan 2. AC — 2: Existing Conditions / 500' radius map 3. AC — 3: Landscaping / Lighting 4. AC — 4: Grading / Drainage / Utility Plan 5. AC — 5: Water/ Sanitary Plan 6. AC — 6: Site details 3. SEAR: unlisted 4. With reference to the Planning Board letter dated October 7, 2016: 1. Provide a letter of water availability from SCWA for the proposed use. The letter submitted dated March 4, 2014 was issued for the subdivision and did not assess the proposed Brewery use; Staff: please refer to SEAR assessment review I. 2. Provide a copy of the letter from PSEG that confirms electric service to the site ; Staff: please refer to SEQR assessment review 3. Please provide the items listed below on a minimum of five (5) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan: a. A landscaped area at a minimum dimension of four feet, planted with grass or shrubs and shall include at least one tree of not less than two-inch caliper for every 40 feet along the perimeter of the southwest parking area; Staff: 4'5" provided including three (3) Hawthorne trees @ 3" caliper; b. Provide native, drought-tolerant shrubs in the proposed landscaping plan with reference to the Southold Town Planning Board native/natural buffer plantings specifications list; Staff: inkberry, winterberry, mountain laurel, arrow-wood, Virginia rose, bayberry; ALL included on the Planning Boards list; c. Photometric Plan: i. Maximum lumens permitted on site :_24,000 Staff: 22,561 provided ii. Provide foot candle values :_ 0.05 at Cox Lane iii. Provide foot candle values :5 0.1 along the southwest property line iv. Correctly identify fixture "P-3 or W-3" on the Photometric Plan; exterior lighting should be provided at the minimum necessary for on-site operations; please consider if the medians are necessary to be lit as proposed; Staff: pole light fixtures have been removed from the median along the R.O.W; all proposed light fixtures are on the building; 2 d. The south easterly corner of the site indicates a curb line adjacent to the parking area that does not align with the curbing shown running along the Private R.O.W. If the Truck access needs additional room to turn the new curb should be extended on an angle until it aligns with the other curb line; e. Provide the correct Drainage calculations for area "B" which indicates a 12' diameter leaching pool and should indicate a 10' diameter pool; Submitted: Yes, all of the requirements listed above have been provided on the revised site plan 4. A Covenant and Restriction (C&R) to be filed with the Office of the Suffolk County Clerk will be required as part of this application. Planning staff, under the guidance of the Town Attorney, will provide you with draft language for the C&R separate from this letter. You will be asked to review the language provided and either: return the document to the Planning office with comments/requested revisions; or, file the C&R with the Office of the Suffolk County Clerk and provide proof of filing, including Liber and Page, to this department. Staff: the C&R's have not yet been finalized; V: Staff Recommendations 1. Clarify with applicant that any decision on this application is going to involve a covenant that this site was designed for production only, no retail, no tastings, and no special events. Rationale: Retail is not allowed in this zone in this location Applicant stated in application that the site was for production only SEQRA evaluation considered potential impacts from production only; 2. Obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide one (1) print of the approved plan including the allowable flow for the site with the seal, stamp and signature of the SCDHS; 3. After SEQR determination is made, draft covenants and restrictions will be finalized. 3 Michaelis, Jessica From: Terry, Mark Sent: Wednesday, November 02, 2016 3:27 PM Rl[�,�c)v ° To: Michaelis,Jessica Subject: FW:Threes Brewing East °;;%ghat/ J Poynui Attachments: DOC110216-006.pdf pG,artj:::ij 5oa�d File From: Charles Cuddy [mailto,:.CharlesCuddy_@,ODtonline..Net] Sent: Wednesday, November 02, 2016 2:33 PM To: Terry, Mark Cc: 'James Miller' Subject: Threes Brewing East Mark: Greg Doroski of Threes Brewing East has indicated that he has reviewed the Kwh at his Brooklyn production site and believes that the actual use at the Cox Lane, Cutchogue proposed brewery will be 150,000 Kwh annually. We respectfully request that you consider the LEAF to be amended accordingly and attached this page with the corrected figure. Charles R. Cuddy Attorney at Law 445 Griffing Avenue Riverhead, New York 11901 631-369-8200 631-369-9080 fax charlescunddy@optonline..net o. h.Will the proposed actiongenerateor emit methane(including,but not limited to s _ , ewage treatment plants, E1YesZNo landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric) _. H.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring): ... ..... �_ _.... ... L Will the proposed action result in the_releaase ofair pollutants from open-air o eratiois or proce.,sse.ms.mm, such as []YesONo quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial✓ Yes No new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening ❑Weekend ❑Randomly between hours of.... .,_._..,. to U. For commercial activities only,projected number of semi-trailer truck trips/day:_._.... ....._....^ mm. W. Parking spaces: Existing _ Proposed_ ,....... .......... Net increase/decrease iv. Does the proposed action include any shared use parking? E Yes ❑No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: vi. Are public/private trans ortation service(s)s or facilities available within%i mile of the proposed p p p e( } p oposed site? ❑Yes❑No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑Yes❑No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yes❑No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand ®Yes❑No for energy? If Yes: i.Estimate annual electricity demand during operation of the proposed action: 150,000 Kwh H.Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): 1200 AMP;PSEG from existing lines W. Will the proposed action require a new,orW anupgradeto,an existing substation? mm ❑Y es®No 1.Hours of operation. Answer all items which apply. L During Construction: ii. During Operations: • Monday-Friday: 7 am_6 pm Monday Friday: • Saturday:_ _ .._ . _.. ........._ Saturday: • Sunday: Sunday: • Holidays: Holidays-, Page 7 of 13 RESET FORM (►��J l�2.IY�T �6ric Nicosia Izegister�d �r�h ite�t PO Box 879 Rocky Point, N.Y. Tel: (631) 928-4456 Transn*W . E-mail: architectonics To: Mr. Brian Cummings Date 10/24/16 Town of Southold Planning Department Re: Lot 2 Cox La. Cutchogue-Threes Brewing East Frwc Eric Nicosia, RA. Enclosed are the following hard copies of documents previously submitted via email 10-18-16 -Five sets of Signed and Sealed revised Site Plan pages AC1-6 dated 10-18-16. -One copy wall sign drawing. -Letter in response to planning dept. coments and outlining revisions to Site Plan. kNig si , R.A. eric Nicosia P.O. Box 879 Rocky Point, N.Y. 11778 Tel: (631)928-4456 Fax: (631)849-4753 October 18,2016 01�5' Mr.Brian Cummings,Planner. Town of Southold Planning Department P.O.Box 1179 Southold,NY 11971 Re: Threes Brewing East The following outlines the revisions made to the enclosed drawings (dated 10-18-16) based on your comment letters of 8-12-16 and 10-7-2016. Changes are also bubbled on the drawing. 8-12-16 Letter: 1:Wall Sign: A stamped copy of the wall sign drawing previously submitted via email is enclosed. 2: Adjacent property&driveways: The two properties on the East side of Cox Lane have been relabeled as residential use and the driveways identified. 10-7-2016 Letter: 1&2: The Letters of availability for Water and Electric will be provided under separate cover letter(s). 3a. The curb on the Southwest property line has been moved to provided T minimum of grass area with trees placed at less than 40'o.c. 3b.The landscaping plan has been revised to utilize drought tolerant plantings as referenced in the Town of Southold Native/Natural Buffer Plantings Specifications. 3c:Total site lighting lumens have been reduced to 22,561.Foot-candle levels of less than 0.05 on Cox Lane and equal to 0.1 along the Southwest boundary are demonstrated on the site lighting plan. As suggested the exterior lighting design has been revised to provide minimum lighting necessary for operations.Pole mounted lights in the median have been replaced with wall mounted fixtures. 3d: The curb line at the Cox lane entrance has been revised as an angle to align with the median. The storm pool size in drainage calculation Area B has been corrected. 4: Covenants and Restrictions will be addressed by applicants counsel. Other Changes: The Sanitary and Brewery Process Water systems as submitted to the Suffolk County Health Department have been detailed on Sheet AC-5. Some adjustments to storm water drain size and locations have been made to accommodate the systems. A construction entrance/detail and top soil stockpile area has been indicated on Sheet AC-4 Grading &Drainage plan.This sheet indicates information necessary for the Stormwater Management Plan. Five copies of the plan set are enclosed. Please let me know if you require additional information. S�.r :ly, N Eric�� R.A.�� .. Michaelis,, Jessica From: Terry, Mark -. Sent: Thursday, October 20, 2016 11:50 AM j To: Michaelis, Jessica Subject: FW:Threes Brewing East -site plan b Attachments: DOC102016.pdf Please file From: Charles Cuddy [maiito__CharlesCuddy�Otonline.Net] Sent: Thursday, October 20, 2016 11:34 AM To: Terry, Mark Cc: Duffy, Bill; 'James Miller' Subject: Threes Brewing East -site plan You may have already received this from James Miller. In any event, I'm forwarding a copy of the letter from the Suffolk County Water Authority confirming that they can provide sufficient gallons permitted for a brewery site. Please confirm that the SEQRA determination will be on the agenda for November 7th meeting.. Charles R. Cuddy Attorney at Law 445 Griffing Avenue Riverhead, New York 11901 631-369-8200 631-369-9080 fax charlescuddv@optonline.net SJR At9"fit 4060 Sunrise Highway, Oakdale, New York 11769-0901 October 19,2016 F&SLLC 538 Edwards Ave Calverton,NY 11933 Re: Water Availability—8595 Cox Lane Cutchogue,NY SCTM# 1000-83-34-9 BP# 2000543653 To Whom It May Concern: We have received your request for information regarding availability of public water service to the above referenced property. Based on the demand provided of 40 gallons per minute, SCWA is able to provide water service to the property with a P tap and meter to the existing water main on Cox Ln.In the future if the demand increases please contact us to confirm we can meet the demand. Connection fees,which include any applicable water main surcharges,or directional bore fees,will be required for service line installations,as well as service line and RPZ applications and inspections. An RPZ device is required on commercial properties. If you have any further questions or would like to proceed with application for service, please contact at our New Construction Department at(631)218-1148. Sincerely, Us,a Cetta Manager LC:Ja MAILINGESS: PLANNING BOARD MEM13ERS �g �1 � P.O. Box 1179 DONALD J.WILL>±.NSKI %ii' ,� " ` Southold, NY 11971 � �� i��i�� , �G Chair OFFICE LOCATION: i % !/ f% WILLIAM J.CREMERS `r jj d Tawn Hall Annex PIERCE RAF FERTY 54375 State Route 26 JAMES H.RICH III x,'6 '�� , °. (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR �l,��J Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING TOWN OF SOUTOL October 7, 2016 Mr. Charles Cuddy 445 Griffing Avenue Riverhead, 11901 : Proposed Site Plan for Threes Brewing 12820 Oregon Road, s/w corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-3-4.6 Dear Mr. Cuddy: I am writing as a follow-up to the Work Session held on October 3, 2016 where the Planning Board reviewed the above-referenced Site Plan Application and required the following: 1. Provide a letter of water availability from SCWA for the proposed use. The letter submitted dated March 4, 2014 was issued for the subdivision and did not assess the proposed Brewery use; . Provide a copy of the letter from PSEG that confirms electric service to the site ; 3. Please provide the items listed below on a minimum of five (5) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan: a. A landscaped area at a minimum dimension of four feet, planted with grass or shrubs and shall include at least one tree of not less than two-inch caliper for every 40 feet along the perimeter of the southwest parking area; . Provide native, drought-tolerant shrubs in the proposed landscaping plan with reference to the Southold Town Planning Board native/natural buffer plantings specifications list; c. Photometric Plan: i. Maximum lumens permitted on site :_24,000 ii. Provide foot candle values s 0.05 at Cox Lane Threes Brewing East Page 2 October 7, 2016 iii, Provide foot candle values <_ 0.1 along the southwest property line iv. Correctly identify fixture "P-3 or W-3" on the Photometric Plan; exterior lighting should be provided at the minimum necessary for on-site operations; please consider if the medians are necessary to be lit as proposed; d. The south easterly corner of the site indicates a curb line adjacent to the parking area that does not align with the curbing shown running along the Private R.O.W. If the Truck access needs additional room to turn the new curb should be extended on an angle until it aligns with the other curb line; e. Provide the correct Drainage calculations for area "B" which indicates a 12' diameter leaching pool and should indicate a 10' diameter pool; 4. A Covenant and Restriction (C&R) to be filed with the Office of the Suffolk County Clerk will be required as part of this application. Planning staff, under the guidance of the Town Attorney, will provide you with draft language for the C&R separate from this letter. You will be asked to review the language provided and either: return the document to the Planning office with comments/requested revisions; or, file the C&R with the Office of the Suffolk County Clerk and provide proof of filing, including Liber and Page, to this department. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Very truly yours, a , Brian A. Cummings Planner WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, October 3, 2016 4:00 p.m. Southold Town Meeting, Hall 4:00 p.m. Applications Project Nam. r Pro � e Hudson City Amended SCTM#: � 1000-122 3 17 1 Location: 11600 Route 25, s/e/o Pacific Street & NYS Route 25 Mattituck Description: This Amended Site Plan Application is for the proposed use change of an approved two story medical office building to a first floor consisting of a 1,200 sq. ft. restaurant & 3,550 sq. ft. of retail space and the second floor containing three (3) medical offices on 1.9 acres in the B/R-40 Zoning Districts. Status: Pending _a� Action: Referral Review Attach 1 port _. ments: Staff Re 1 ProjectName: Threes Brewing East ( SCTM#: 1000-83-3-4.61 Location; 12820 Oregon Road, south corner of Cox Lane & Oregon Road, Cutchogue Description= This Site Plan Application is for the proposed construction of a 100' x 65' (6500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96acres in the Light Industrial Zoning District, Cutchogue. Status: Pending Action: Referral Review & SEQRA Review Attachments: Staff Report Project Name: The Estates at Royalton SCTM#: 1000-113-7-19.23 Location: 55 Cox Neck Road, on Cox Neck Road approximately 490' north of Sound Avenue, Mattituck Description: This proposal is for a Standard Subdivision of a 36.9 acre parcel into 12 lots where Lots 1-11 equal 0.7 acres, and Lot 12 equals 12 acres, located in the A-C Zoning District. This subdivision includes 15.2 acres of open space and 1.7 acres for a proposed road. .._ Status: Conditional Preliminary Plat Approval Action: Review legal documents. _ Attachments: Staff Report _ Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date October 3, 2016 Prepared By: Brian Cummings I. Application Information Project Title: Threes Brewing East Applicant: F & S LLC Date of Submission: July 29, 2016 Tax Map Number: 83.-3-4.6 Project Location: 12820 Oregon Road Hamlet: Cutchogue Zoning District: Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.96 acres (41,831sf) Building Size 6500sf This Site Plan Aapplication is for the proposed construction of a 100' x 65' (6500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96acres in the Light Industrial zoning district, Cutchogue. III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis 1. Existing: vacant lot (aka Lot #2) as result of the approved Cutchogue Business Center subdivision --- it is unknown if the approved subdivision plan has been filed yet with the County, this department has received no proof of filing; 2. Proposed: a. 100' x65' (±6,500sf) steel production building with office space and storage detailed in the six (6) page site plan packet: 1. AC --- 1: Zoning / Data /Alignment Plan 2. AC — 2: Existing Conditions / 500' radius map 3. AC — 3: Landscaping / Lighting 4. AC — 4: Grading / Drainage / Utility Plan 5. AC — 5: Water/ Sanitary Plan 6. AC — 6: Site details 3. SEAR: unlisted — classified 8/8/16 l 4. Code requirements / Bulk Schedule (LI): a. Lot Coverage i. Maximum: 30% ii. Existing: 0% iii. Proposed: 15.6% b. Landscaped Area: i. Minimum: 25% ii. Proposed: 39% Landscaping plan provided on page AC -3 of the site plan; c. Setbacks for the proposed building (LI) ..----------------_._. ._........................................... . RequiredProvided . ----n-,m.-n. .— ........ — Front yard 60' 60' S — 70'5"n... Side E ..... 20..... ... ....n . ... ,,.,......_70 5 Side(W) ..�40 comb) 56,4„ Rear and70 57 5. Referrals: Suffolk County Department of Health Services (SCDHS) Approval from the SCDHS is required; SCDHS approval has not been obtained; Suffolk County Planning Commission (SCPC) Pursuant to Section 2391 & m of the General Municipal Law, the following site plan which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Architectural Review Committee (ARC) August 26, 2016, the ARC approved the application as submitted; Office of the Town Engineer 1. The curb cut to Oregon Road needs to be modified. The existing curb on the northerly side of the curb cut needs to be relocated to align with the proposed curb line shown in the private right-of-way. All work within the Town R.O.W. must meet the minimum requirements of the Town Highway Specifications. 2 Z The proposed cumulative disturbance resulting from proposed construction activities and grading of this site may be greater than one (1) acre in area if the retaining wall extends into lot # 3 as shown. If more than one acre is disturbed this project will require coverage from New York State Department of Environmental Conservation (DEC) under the Phase II State Pollutant Discharge Elimination System (SPDES) Program. With that being said, if the Architect can certify that stormwater from this construction activity will not reach "Watters of the State" this requirement will not be imposed. 3. Why does this project require a retaining wall that extends into lot # 3? A retaining wall in this location requires an excess excavation of fill and grading with regard to Lot # 3. This additional excavation & grading is directly influencing the issue noted above. 4. The south easterly corner of the site indicates a curb line adjacent to the parking area that does not align with the curbing shown running along the Private R.O.W. If the Truck access needs additional room to turn the new curb should be extended on an angle until it aligns with the other curb line. 5. Drainage calculations for area "B" indicate a 12' diameter leaching pool. I believe that this should have indicated a 10' diameter. 6. Require that all drainage approved in the rear of Lot#1 of this commercial subdivision be completed and constructed (with Engineer sign off) prior to an issuance of CO for the subject site; 7. The drainage design as proposed meets the minimum requirements of Chapter 236 for Stormwater Management. Fire Marshall No comments or concerns regarding the proposed project; Cutchogue 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 LdVRP provided the following is considered: The parcel is located within the Light Industrial zone in Cutchogue and the proposed use meets the policy and the purpose of the zoning district and; There is a concern that the truck traffic generated by the use will impact the quality of life and safety of the surrounding community. In a September 26, 2016 letter the applicant indicates that a total of 3 trucks per week would access the site. This 3 frequency is a negligible impact to the area transportation systems and therefore disruptions to the quality of life to the surrounding community are not expected. ***In the event that a significant number increase in truck trips to the site occurs, it is recommended that the Planning Board is notified by the applicant and or owner of the site at the time. A concern of the cumulative truck trip impacts that could result from the entire build out of the parcels in the subdivision remains. Routing of trucks to a controlled intersection (traffic signal) in the area is important to improve transportation safety. Both Cox Lane and Depot Lane are signal controlled; however, routing of truck traffic will be over Cox Lane. An amendable covenant and restriction should be required. Policy 3.. ***Two out of the ten (20%) landscape plan species proposed are native to the United States. It is not known if the species are drought tolerant and this information should be provided. To further Policy 3, Enhance visual quality and protect scenic resources throughout the Town of Southold. E. Preserve existing vegetation and establish new indigenous vegetation to enhance scenic quality: 1. Restore or add indigenous vegetative cover that presents a natural appearance. 2. Require an increase in native, drought-tolerant plants in landscaping. K. Protect visual quality associated with agricultural land, open space and natural resources. 1. Maintain or restore original landforms except where altered landforms provide useful screening or contribute to scenic quality. ***Screening will be accomplished by open space/vegetated buffers along the northern and western property boundaries. Breweries are a large consumer of water and periods of drought can complicate the operation of such facilities. A total of 6500 gallons per day is anticipated for the use. Sanitary waste will account for 300 gallons per day and 6200 gpd for the brewery process water. The 6200 gpd will be discharged to a separate system. Policy 5.1 5.1 Prohibit direct or indirect discharges that would cause or contribute to contravention of water quality standards. 4 C. Ensure effective treatment of sanitary sewage and industrial discharges by: 8. providing and managing on-site disposal systems a. use on-site disposal systems only when impractical to connect with public sewer systems, A public sewer system is not available to the property. b. protect surface and groundwater against contamination from pathogens and excessive nutrient loading by keeping septic effluent separated from groundwater and by providing adequate treatment of septic effluent, ***Encourage the use of alternative or innovative on-site sanitary systems to treat waste water on site. Policy 5.5 5.5. Protect and conserve the quality and quantity of potable water. ***The large amount of water used for the proposed use is a concern with more drought conditions during the summer months. Water conservation measures should be integrated in the use. STAFF: the landscape plan also notes "automatic irrigation" Further protecting the quality of potable water is a Town goal. A. Prevent contamination of potable waters by limiting discharges of pollutants to maintain water quality according to water quality classification, and limiting, discouraging or prohibiting land use practices that are likely to contribute to contravention of surface and groundwater quality classifications for potable water supplies; It is important to recognize that all drinking water and irrigation water supply on the North Fork is withdrawn from the upper glacial aquifer because groundwater in the deeper aquifers is mostly saline. Groundwater resources are delineated by the NYSDEC as Special Groundwater Protection Areas. These areas are the core areas of recharge to Southold's aquifer. The SUFFOLK COUNTY COMPREHENSIVE WATER RESOURCES MANAGEMENT PLAN ((SCCWMP) 2015) identifies nitrate causing the most widespread concern to the regions groundwater. 5 Recognizing the problem of Nitrogen (nitrates) loading in ground and surface waters, the Suffolk County Legislature established a goal of reducing fertilization in residential areas by 10 to 25 percent, and passed Local Law 41-2007 to reduce Nitrogen pollution countywide. The law states that "the quality of our water should be considered a higher priority than the aesthetics of lawns, and those high maintenance lawns require more Nitrogen and are more likely to leach excess Nitrogen, so that high maintenance lawns should be discouraged". ***To further lessen impact on ground water quality or quantity the following best management practices should be required to be filed within a Covenant and Restriction: a.Require the use of native, drought-tolerant plants in landscaping. b.Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. c.Require a maximum of 1 lb. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d.Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1 st and April 1 st. e.The use of phosphorous containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Policy 13.2 Policy 13.2. Promote alternative energy sources that are self-sustaining, including solar and wind powered energy generation. A total of 500,000 Kilowatts or 500 Megawatts is proposed for the use. Renewable energy generation (solar) is not proposed on site and therefore the action does not fully meet this policy. ***It is recommended that the board consider requiring the incorporation of solar on the building as a renewable energy source to further this policy. 6 6. Staff Analysis a. Parking (as provided): Light Industrial uses = 1 per employee or 1 per 500 square feet of floor area, whichever is greater Brewery: 6500 / 500 = 13 required Mezzanine (storage): 812 / 500 = 1.6 or 2 required TOTAL = 15 required; 21 proposed (including 2 ADA and one loading berth) b. Landscape Requirements (§280-93, 94, 95): -landscaped area five feet wide abutting the front of the building in all nonresidential districts, including the Hamlet Business District is required; Staff: provided 4 Landscaping to be provided at a minimum dimension of four feet, shall be planted with grass or shrubs and shall include at least one tree of not less than two-inch caliper for every 40 feet along the perimeter of the parking area; Staff: not provided along s/w property line Pposed ro :_existing evergreen plantings within conservation easement to remain, the following are proposed within the disturbed construction area: 1. Six (6) little leaf linden @ 3" caliper 2. Two (2) Callery Pear @ 3" caliper 3. Nine (9) western red cedar @ 6' tall 4. Eighteen (18) Boxwood "Green Mountain" 5. Five (5) Hatfield II Yew 6. Six (6) white azalea 7. Three (3) Japanese Spirea aka "Anthony Waterer" 8. Six (6) Little Princess Spirea 9. Seven (7) Hybrid Rose Dark Pink 10.Ten (10) Lilyturf Big Blue 11.Bluegrass blend for landscaped/ sod areas c. Exterior lighting: photometric plan provided on page AC — 3 One (1) canopy light over entrance 7 Three (3) pole light fixtures in landscaped median @ 14' high Three (3) wall pack fixtures @ 14' high on building *One (1) wall pack fixture @ 14' high * = this light fixture is not labelled correctly on the photometric plan. "W-3" is depicted on the site plan and "P-3" is the corresponding fixture label in the details table i. Foot candle measurements all shown at < 5.Ofc, ii. Lumens total for commercial district = 25,000 / acre 1. Subject site = 0.96 acres or 41,831 sf a. Subject site Lumens max = 24,000 2. Total Lumens proposed = 24,417 sf iii. All fixtures proposed at 3000K; iv. Non-compliant items on photometric plan: 1. Footcandle values > 0.05 at Cox Lane (Public ROW) 2. Footcandle values > 0.1 at southwest property line d. Exterior Signage: 3' x 6' exterior wall sign proposed (compliant with §280-80); e. Access and on-site functionality: i. Consider swapping the locations of the proposed dumpster and grain silo so that the dumpster may be more accessible and the silo closer to the production building; ii. Clarify why a mountable curb is being proposed on the east side of the building next to a single (small) overhead door; V: Staff Recommendations 1. **Subdivision**: The curb cut to Oregon Road needs to be modified. The existing curb on the northerly side of the curb cut needs to be relocated to align with the proposed curb line shown in the private right-of-way. All work within the Town R.O.W. must meet the minimum requirements of the Town Highway Specifications. 2. Require that all drainage approved in the rear of Lot#1 of this commercial subdivision be completed and constructed (with Engineer sign off) prior to an issuance of CO for the subject site; 8 3. The proposed cumulative disturbance resulting from proposed construction activities and grading of this site may be greater than one (1) acre in area if the retaining wall extends into lot # 3 as shown. If more than one acre is disturbed this project will require coverage from New York State Department of Environmental Conservation (DEC) under the Phase II State Pollutant Discharge Elimination System (SPDES) Program. With that being said, if the Architect can certify that stormwater from this construction activity will not reach "Watters of the State" this requirement will not be imposed. 4. Clarify why the project requires a retaining wall that extends into lot # 3? A retaining wall in this location requires an excess excavation of fill and grading with regard to Lot # 3. This additional excavation & grading is directly influencing the issue noted above; 5. The south easterly corner of the site indicates a curb line adjacent to the parking area that does not align with the curbing shown running along the Private R.O.W. If the Truck access needs additional room to turn the new curb should be extended on an angle until it aligns with the other curb line; 6. Correct the Drainage calculations for area "B" which indicates a 12' diameter leaching pool and should indicate a 10' diameter; 7. Provide a covenant and restriction for the subject parcel requiring all truck traffic be contained to Cox Lane. Provide this C&R with amendable language (PB majority +1) so that in the event that a significant number increase in truck trips to the site occurs, the Planning Board can reassess truck routes in the future; 8. Require an increase in native, drought-tolerant plants in landscaping. 9. Provide details as to what proposed landscaping are drought tolerant; only two out of the ten (20%) species proposed are native to the United States. 10.Encourage the use of alternative or innovative on-site sanitary systems to treat waste water on site. 11.Water conservation measures should be integrated in the use. The large amount of water used for the proposed use is a concern with more drought conditions during the summer months. 12.To further lessen impact on ground water quality or quantity the following best management practices should be required to be filed within a Covenant and Restriction: a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. 9 c. Require a maximum of 1 Ib. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1 st and April 1 st. e. The use of phosphorous containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. 13.Consider requiring the incorporation of solar on the building as a renewable energy source to further this policy. 14.Provide a landscaped area at a minimum dimension of four feet, planted with grass or shrubs and shall include at least one tree of not less than two-inch caliper for every 40 feet along the perimeter of the southwest parking area; 15. Photometric Plan- a. Maximum lumens permitted on site :_24,000 b. Provide foot candle values :5 0.05 at Cox Lane c. Provide foot candle values < 0.1 along the southwest property line d. Correctly identify fixture "P-3 or W-3" on the photometric plan; exterior lighting should be provided at the minimum necessary for on-site operations; are the medians needed to be lit as proposed? 10 Michaelis, Jessica M`Z Ki From: Cummings, Brian A. Sent: Monday, October 03, 2016 12:34 PM To: Michaelis,Jessica Subject: FW: Sign information for Threes Brewing East, Lot 2 Cutchogue Attachments: Cox La Sign 9-7-16.pdf -----Original Message----- From: Eric Nicosia [mailto:architect@optonline.net] Sent:Wednesday, September 21, 2016 8:53 AM To: Cummings, Brian A. Cc: Charles Cuddy, Esq.;Jim Miller; Greg Doroski Subject: Sign information for Threes Brewing East, Lot 2 Cutchogue Brian, To follow up on your letter of 8-12-16 1 would like to provide the following information: Comment 1: Sign: Attached is updated Elevation sheet A-2 (9-7-16) detailing the proposed wall sign with dimensions, etc. Comment 2: Labeling use and driveway curb cuts on adjacent properties to the East. I will revise and submit the site plan with corrected driveway and use information as part of a final plan submission pending any additional comments you may have. Please let me know if you require any additional information Sincerely, Eric Nicosia, RA P.O. 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INC GRADElJT ELEVATION VAT1 GRADE 11Yi ... vDBIp.1r4=1•) Rev tf12096 -A-2 Kalin, Carol From: Terry, Mark Sent: Wednesday, October 05, 2016 1:16 PM To: Kalin, Carol Subject: FW: Response to questions at work session 10/3/16 Attachments: img20161004_09480893.pdf; img20161004_12282806.pdf Please print as maul, From: James Miller [mailto:jmiller@jcmillermanagement.com] Sent: Wednesday, October 05, 2016 12:03 PM To: Terry, Mark Cc: Charles Cuddy; Mark Miller; Greg Doroski (greq(@threesbrewing.com); Paul Elliott; Lanza, Heather; Cummings, Brian A. Subject: Response to questions at work session 10/3/16 God Morning Mark, Please find Suffolk County Water Authorities letter dated March 4, 2014 stating the availability of water. Attached as well is a letter from PSEG LI stating their availability to supply electric to us, which was received July 9, 2016. We have also attached the results of a water flow test which was performed on October 3, 2016.This water flow test reports at a worst case scenario with the highest consumption times that rendered 38 PSI and still flows 1755 gallons per minute with a 4" nozzle. Our consumption rates have been estimated for full production under the highest rates of consumption potential. In reality that will certainly not be achieved for many years down the road as hopefully success and increased production is achieved. But for planning purposes we utilized 5 days a week at maximum output. During the first years of business,we will utilize approximately 2200 gallons of water per day at the site,450 gallons of which will be removed from the site in the form of finished beer, 1750 gallons which will be used in cleaning and sanitizing and will be returned to the ground via our leaching pools. On the second year of business we will utilize 4400 gallons of water per day at the site, 900 gallons of which will be removed in the form of finished beer, 3500 gallons of which will be used in cleaning and sanitizing and will be returned to the ground via our leaching pools. On the third year of business we will utilize 6500 gallons of water per day at the site, 1350 gallons of which will be removed from the site in the form of finished beer, 5150 which will be utilized in cleaning and sanitizing and will be returned to the ground via our leaching pools. Regarding your concern of energy use, in our cost analysis and design we have chosen to equip and run the building on a 460/3 phase service. As an example of our savings comparing to a 230/3 phase service, 30 HP motor supplied with 230/3 phase would consume 282 AMPS, while the same 30HP motor supplied with 460/3 phase would be consuming 143 AMPS for the same job.Therefore, reducing the electrical usage by approximately 50%. In addition, the Geothermal system has a comparison to an oil or electrical heating and cooling system, the energy equivalent being consumed in an oil or electrical unit is a 1:1 ratio. Whereas the Geothermal systems ratio is 1:4, for each unit being consumed we can harvest 4. If you have any questions please contact us immediately, Regards, Jim Miller SUFFOLK COUNTY WATER AUTHORITY 4G60 Sunrise WghwayOakdate,NY 11769 (631)563-0201 Fax(631)563-9794 To: Eric Nicosia Date: 10/4/16 Re: Results of Fire Flow Test Location- As noted As requested, below please find the results of fire flow test® This test was performed during period of low water demand. Such a test, usually, does not reflect the fire flow available under the conditions found in a high water demand period. We have reviewed the past peak demand information that is available for this area. Historically,the static pressure in this area has been as low as 38 psi. You should adjust the flow test to reflect the lower static pressure prior to using it for any design work, such as a sprinkler system. You may need to adjust the flow as ell® Always remember to account for any difference in the ground elevation between the test location and your design site location as well, Any flow test, including one with to pcak demand adjustment, only reflects the con ditioni at the time of the test and may not accurately reflect what fire flow or static pressure will be available in the future. It could be a higher or lower valve® The fire flow orthe static pressure available at any specific time will depend on system demand and the availability of water supply infrastructure. 'your have any questions, please contact the undersigned at(631)563-0343.1t is the closest test. Very truly yours, .Jaines R.,,. W!-J-jon 1111"es R, ''''Hson [Nstui buti o it E ngi ikei�!ri n 9&u Ile I"' C 11�,J K�I ilDG 1li V E 19-P 790010040 Olkil::Gli)IN 11,1011AD AND COX 11,ANE 48 10/3/2016 32 11:25:00 AM 790010039 COX LANE 1ST HYD S/O OREGON ROAD 1 4.5 is 1.755 2314 0 3849 March 4, 2014 Martin F. Sendlewski, AIA, 215 Roanoke Ave Riverhead NY 1.1.907 Re. water Availability— 12820 Oregon Rd (aka 8595 Cox Lane) SCTM* 1000-83-3A6 BP# 200&48181.9 Dear ter, Sendlewski., We have received your request for Information regarding availability of public water service to the above referenced propertya There is an existing water main available to the above captioned property frorn Cox Lane. Connection fees,which include any applicable water ruin surcharges, Key honey ander directional bore lG be required fbr serviceline Irtstallations, as well as serAce line and RPZ applications and inspections, Commercial properties will require an RPZ device. If you have any further questions, please feel free to contact me at(631) 563-5672 or our New Service Department at(631) 211 -114 Sincerely, Lisa c .a "Mz-viWi,Nein f nstnicllon LCJap PSOU Long Adwam ad !76 L 05 Clunu Y FmakU WOKH" olialke*11mv vvA abv You, Ones War F&S LLC 538 Ed%vards hvive Calverkiiiii, pw,[Y' 11933 111SE:10 Rd'090(YX)O0,3C23 Re: Chistered Stimidard Subdivision of(Dii,itchogue Center 84"75 (��rxx Lq., Cutchogue Dear bdr, Wjuii Pursuant in your mquest ,ti'dis is W: advise, Mat PSEG L! vOU prov�de electric swvice to flw atrove rcf6rerxtd project in accordarice "m4?l Our fflied tmiffwndwhedi,fles hi eMct at 1he timic service is requested, Please lie! Dee to covdam me in 631-284-5319, if go mquke aqy Am6wr inhrmaUan, VWY UU,YOWS. Samna PWnnhg Rzpmwmk�c lumdbwwn Ewmwl, Easteim Sufli`,64k, Divisic'm Michaelis, Jessica � �E From: Cummings, Brian A. Sent: Monday, October 03, 2016 12:34 PM w To: Michaelis, Jessica (IJ 3 2 0 iia , Subject: FW: Sign information for Threes Brewing East, Lot 2 Cutchogue Attachments: Cox La Sign 9-7-16.pdf �`ou �f�Z(I r0m'¢ " -----Original Message----- From: Eric Nicosia [mailto:architect@optonline.net] Sent: Wednesday, September 21, 2016 8:53 AM To: Cummings, Brian A. Cc: Charles Cuddy, Esq.; Jim Miller; Greg Doroski Subject: Sign information for Threes Brewing East, Lot 2 Cutchogue Brian, To follow up on your letter of 8-12-16 1 would like to provide the following information: Comment 1: Sign: Attached is updated Elevation sheet A-2 (9-7-16) detailing the proposed wall sign with dimensions, etc. Comment 2: Labeling use and driveway curb cuts on adjacent properties to the East. I will revise and submit the site plan with corrected driveway and use information as part of a final plan submission pending any additional comments you may have. Please let me know if you require any additional information Sincerely, Eric Nicosia, RA P.O. Box 879 Rocky Point, N.Y. 11778 architect@pptg,r),!,ine.net (631) 928-4456 1 CHARLES R.CUDDY ATTORNEY AT LAW 445 GRI FFING AVENUE RIVERHEAD,NEW YORK Mailing Address:_ TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E mail charles.cuddy@verizon.net September 12, 2016 " Carol Kalin SEP 130 20) Planning Department Town of Southold 'itrP1PC�aB��Yu,� jr� w.w P.O. Box 1179 Southold, 1 - __,. , ... .,,. .... NY 1197 Re: F& S,LLC-Threes Brewing East-Site Plan p/o SCTM#1000-83-3-4.6 Dear Ms. Kalin: Enclosed please find green return receipt cards in connection with the above applications. Very truly yours, Charles R. 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Filing a SEM "7�� ad a� v 81 d,0 ulOr. tl MCD oy fTI 0CrAa- gloom as --r co m (C) ' M OD �, �I RI u) N Ln ______ COME= uan 0 A O Ln ms CO $ 8 J. 0 N N P. co 469 .0ji a � cc M�, 469 w > w 4 01, am p G a6 O 0 a ap uu L •rl bo ¢ c2S b0 � 0 �' p� "�•"" o O �! v c p 000) O �+ Z r� G ® q Q d O a� 'Q PQ U dNs •rN PCI u C0) 5 U u 1� O ', '`. '� iJ um remwouuumm O O Iti 0 O ' cd O t a. W 0 W Cu C ee& 0 q W 0 i OFFICE LOCATION: �4 � �iiip � MAILING ADDRESS: Town Hall Annex �I � �I� P.O. Box 1179 �;a � �, 54375 State Route 25 r Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) �`F Southold, NY 11971 +b Telephone: 631 765-1938 a li, Fax: 631 765-3136 ^... 11N LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD i Ow MEMORANDUM To: Donald Wilcenski, Chair Town of Southold Planning Board From: Mark Terry, LWRP Coordinator Date: September 20, 2016 Re: Threes Brewing East SCTM# 1000-83-3-4.6 Zoning District—LI This Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq.ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District, Cutchogue. The proposed action has been reviewed to Chapter 268,Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, the proposed action is CONSISTENT with the LWRP provided the Planning Board considers the following. Policy 1. 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. The longstanding planning goals of the Town of Southold "reflect the interest in preserving and enhancing the natural and built environment and providing opportunities for a level of growth and expansion of the economic base that is compatible with the existing scale of development, availability of water, existing sensitive environment of the Town and its historic heritage" (Town of Southold Planning Board, 1985, p3). The future pattern of land use proposed in the "Master Plan Update" encouraged residential development to locate in and around existing hamlets "in order to preserve and enhance the historic and cultural centers of the community, to support existing commercial centers, to provide locations for moderately priced housing and to encourage efficient and effective provision of community facilities and services"(Town of Southold Planning Board, 1985, p6) and for commercial development to locate in hamlet centers (LWRP) "The purpose of the Light Industrial (LI) District is to provide an opportunity for business and industrial uses on smaller lots than would be appropriate for the L1O Light Industrial Park/Planned Office Park District." The proposed use meets the policy and the purpose of the zoning district. There is a concern that the truck traffic generated by the use will impact the quality of life and safety of the surrounding community. In a September 26, 2016 letter the applicant indicates that a total of 3 trucks per week would access the site. This frequency is a negligible impact to the area transportation systems and therefore disruptions to the quality of life to the surrounding community are not expected. In the event that a significant number increase in truck trips to the site occurs, it is recommended that the Planning Board is notified by the applicant and or owner of the site at the time. A concern of the cumulative truck trip impacts that could result from the entire build out of the parcels in the subdivision remains. Routing of trucks to a controlled intersection (traffic signal) in the area is important to improve transportation safety. Both Cox Land and Depot Lane are signal controlled, however, routing of truck traffic will be over Cox Lane. An amendable covenant and restriction should be required. Policy 3. Two out of the ten (20%) landscape plan species proposed are native to the United States. It is not known if the species are drought tolerant and this information should be provided. To further Policy 3, Enhance visual quality and protect scenic resources throughout the Town of Southold. E. Preserve existing vegetation and establish new indigenous vegetation to enhance scenic quality: 1. Restore or add indigenous vegetative cover that presents a natural appearance. Require an increase in native, drought-tolerant plants in landscaping. K. Protect visual quality associated with agricultural land, open space and natural resources. 1. Maintain or restore original landforms except where altered landforms provide useful screening or contribute to scenic quality. Screening will be accomplished by open space/vegetated buffers along the northern and western property boundaries. 3. Avoid structures or activities which introduce visual interruptions to natural landscapes including: a. introduction of intrusive artificial light sources. It is not expected that artificial light sources would interrupt natural landscapes. Lighting will comply with Chapter 172 Lighting, Outdoors. Breweries are a large consumer of water and periods of drought can complicate the operation of such facilities. A total of 6500 gallons per day is anticipated for the use. Sanitary waste will account for 300 gallons per day and 6200 gpd for the brewery process water. The 6200 gpd will be discharged to a separate system. Policy 5.1 5.1 Prohibit direct or indirect discharges that would cause or contribute to contravention of water quality standards. C. Ensure effective treatment of sanitary sewage and industrial discharges by: 8. providing and managing on-site disposal systems: a. use on-site disposal systems only when impractical to connect with public sewer systems, A public sewer system is not available to the property. b. protect surface and groundwater against contamination from pathogens and excessive nutrient loading by keeping septic effluent separated from groundwater and by providing adequate treatment of septic effluent, Encourage the use of alternative or innovative on-site sanitary systems to treat waste water on site. Policy 5.5 5.5. Protect and conserve the quality and quantity of potable water. The large amount of water used for the proposed use is a concern with more drought conditions during the summer months. Water conservation measures should be integrated in the use. Further protecting the quality of potable water is a Town goal. A. Prevent contamination of potable waters by limiting discharges of pollutants to maintain water quality according to water quality classification, and limiting, discouraging or prohibiting land use practices that are likely to contribute to contravention of surface and groundwater quality classifications for potable water supplies; It is important to recognize that all drinking water and irrigation water supply on the North Fork is withdrawn from the upper glacial aquifer because groundwater in the deeper aquifers is mostly saline. Groundwater resources are delineated by the NYSDEC as Special Groundwater Protection Areas. These areas are the core areas of recharge to Southold's aquifer. The SUFFOLK COUNTY COMPREHENSIVE WATER RESOURCES MANAGEMENT PLAN ((SCCWMP) 2015) identifies nitrate causing the most widespread concern to the regions groundwater. Recognizing the problem of Nitrogen (nitrates) loading in ground and surface waters, the Suffolk County Legislature established a goal of reducing fertilization in residential areas by 10 to 25 percent, and passed Local Law 41-2007 to reduce Nitrogen pollution countywide. The law states that "the quality of our water should be considered a higher priority than the aesthetics of lawns, and those high maintenance lawns require more Nitrogen and are more likely to leach excess Nitrogen, so that high maintenance lawns should be discouraged". To further lessen impact on ground water quality or quantity the following best management practices should be required to be filed within a Covenant and Restriction: a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20%of the total nitrogen in the mixture. c. Require a maximum of 1 Ib. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1st and April 1st. e. The use of phosphorous containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers.The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Policy 13.2 Policy 13.2. Promote alternative energy sources that are self-sustaining, including solar and wind powered energy generation. A total of 500,000 Kilowatts or 500 Megawatts is proposed for the use. Renewable energy generation (solar) is not proposed on site and therefore the action does not fully meet this policy. It is recommended that the board consider requiring the incorporation of solar on the building as a renewable energy source to further this policy. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Planner SCOTT A. RUSSELL ��pl '� �r ��° JAMES A. RICHTER, R.A. SUPERVISOR MICHAEL M. COLLINS, P.E. b� TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 Fax. (631)-765—9015 NBB `8@P1V 7 4' D011111 „Cu b,,,,�,+ y'�9)Ilklti ( ��P h3 S )u ro r JAK4tll KR 8910 t,i Rt�"� OFFICE OF THE ENGINEER TOWN OF SOUTHOLD uu',PI89��CIt9 � ue . Ra un*ig Board Donald J. Wilcenski September 27, 2016 Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Threes Brewing East Site Plan Review 12820 Oregon Road, Cutchogue, NY SCTM #: 1000-83-03-4.6 Dear Mr. Wilcenski: As per a request from your office, I have reviewed the Site Plan prepared by the office of Eric Nicosia, RA, dated 7/18/16 for the construction of 6,500 S.F. Steel Building. Please consider the following: 1. The curb cut to Oregon Road needs to be modified. The existing curb on the northerly side of the curb cut needs to be relocated to align with the proposed curb line shown in the private right-of-way. All work within the Town R.O.W. must meet the minimum requirements of the Town Highway Specifications. 2. The proposed cumulative disturbance resulting from proposed construction activities and grading of this site may be greater than one(1) acre in area if the retaining wall extends into lot# 3 as shown. If more than one acre is disturbed this project will require coverage from New York State Department of Environmental Conservation (DEC) under the Phase II State Pollutant Discharge Elimination System (SPDES) Program. With that being said, if the Architect can certify that stormwater from this construction activity will not reach"Watters of the State" this requirement will not be imposed. 3. Why does this project require a retaining wall that extends into lot# 3? A retaining wall in this location requires an excess excavation of fill and grading with regard to Lot# 3. This additional excavation & grading is directly influencing the issue noted above. 4. The south easterly corner of the site indicates a curb line adjacent to the parking area that does not align with the curbing shown running along the Private R.O.W. If the Truck access needs additional room to turn the new curb should be extended on an angle until it aligns with the other curb line. 5. Drainage calculations for area "B" indicate a 12' diameter leaching pool. I believe that this should have indicated a 10' diameter. 6. The drainage design as proposed meets the minimum requirements of Chapter 236 for Stormwater Management. If you have any questions regarding this review, please contact my office. S�h7r ly, � James A. Richter, R.A. cc: Vincent Orlando,Highway Superintendent COUNTY OF SUFFOLK Z �I P 2 6 20 -"77- 1i r�al�s�1i "ow il Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Theresa Ward Division of Planning Acting Commissioner and Environment September 16, 2016 Town of Southold 53095 Route 25 P.O.Box 1179 Southold, NY 11971-0959 Attn: Brian Cummings,Planner SEQRA Lead Agency Coordination Re: Threes Brewing East S.C.T.M. No.: 1000-83000 0300 004.0016 S.C.P.C. No.: SD-16-LD Dear Mr. Cummings: Your notification for SEQR Coordination was received by our agency on August 24, 2016. Please be advised that our agency,the Suffolk County Planning Commission,has no objection to the Town of Southold assuming Lead Agency status for the above referenced. The Suffolk County Planning Commission reserves the right to comment on this proposed action in the future and wants to be kept informed of all actions taken pursuant to SEQRA and to be provided with copies of all EAF's,DEIS'S and FEIS's,etc. Please note that pursuant to New York State General Municipal Law section 239 and Article XIV of the Suffolk County Administrative Code,prior to final approval,this action should be referred to the Suffolk County Planning Commission for review. Sincerely, r Andrew P., Fret M.. Chief Planner APF/cd H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100■ HAUPPAUGE,NY 11788-0099■ (631)853-5191 COUNTY OF SUFFOLK c Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Theresa Ward ADivision of Planning Acting Commissioner and Environment September 16, 2016 Town of Southold 53095 Main Road P.O. Box 1179 Southold, NY 11971 Attn: Brian Cummings Dear Mr. Cummings: Pursuant to Section 2391&m of the General Municipal Law,the following site plan which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Plan Address File,No, Threes Brewing East SCTM# 1000 83000 0300 004006 N/A. Note: Does not constitute acceptance of any zoning action(s)associated therewith before any other local regulatory board. Very truly yours, Sarah Lansdale Director of Planning Andrew P F'7�rehhig APF/cd Chief Planner H.LEE DENNISON BLDG 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100■ HAUPPAUGE,NY 11788-0099 (631)853-5191 k- , Michaelis, Jessica `sT Y c From: Cummings, Brian A. Sent: Monday, September 26, 2016 2:01 PM 2 rf�a ��U� � To: Michaelis, Jessica " � Subject: FW:Threes Brewing East - Operating Infou �� d°°° Plio'ik'no Board From: Greg Doroski [mailto:greg@threesbrewing.com] Sent: Monday, September 26, 2016 1:09 PM To: Cummings, Brian A. Cc: James Miller; Charles Cuddy; Paul Elliott; Eric Nicosia (architect(ftptonline.net) Subject: Threes Brewing East- Operating Info Hi Brian: Thank you for your help moving our project through the Southold Town planning board. I just wanted to take a moment to reiterate some of the information I provided during my testimony at the September 12, 2016 planning board public hearing: 1) Our hours of operation at Threes Brewing East will be between Sam and 6pm, from Monday though Friday. 2) We will be receiving weekly deliveries and pick ups at the site. In total, this will account for 3 trucks per week to the site. 3) We are planning to have all truck traffic enter and leave the Threes Brewing East on Cox Lane. If it pleases the board we are willing to have a formal requirement for trucks to leave our site on Cox Lane. Please let me know if I can be of further assistance, or if you have any additional questions. Thank you, Greg Doroski, Head Brewer and Managing Partner Threes Brewing i ; MAILING ADDRESS: ra " P.O. Box 1179 PLANNING BOARD MEMBER DONALD J.WILCENSKISouthold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREES Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 J ES .RICH IIIc (cor. Main d. &Youngs Ave.) MARTIN H.SIDOR � . ' �� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 13, 2016 Charles Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 Re; Close Hearing - Proposed Site Plan for Threes Brewing East 12820 Oregon Road, south corner of Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-4.1 Zoning District: Light Industrial (LI) Dear Mr. Cuddy: A Public Hearing was held on Monday, September 12, 2016 regarding the above- referenced Site Plan. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Very truly yours, )4.... H� /L'A <�_ James I-I. Rich, III Vice-Chairman 9G 200 New Suffolk woad, PO Box. 930, ........... �� ......... rrox.0000 wuwmor. m.,..w, , Cutchogue, NY 11935 ,. I Telephone (631) 704-0007 - Fax (001) 734-7079 88 Years E-mail: cutfdCa)optonl1 ne.net of Service wwwxutell gt'1d !'S1°(� ej)(.or (� r3 14A_ V\,A_T ��3C September 15 2016 It T _JL'1�11 Malvin()Board Planning Board Office PO Box 1179 Southold NY 11971 Dear Mr. Cummings, The Board of Fire Commissioners has reviewed the site plan for the Threes Brewing East located on 12820 Oregon Road in Cutchogue. The board finds the area adequately protected by Hydrant Water Supply and had no further recommendations or concerns at this time. Thank you for your communications, we remain, Yours truly, Board of Fire Commissioners .atthew J. Martin Fire District Secretary Michaelis, Jessica ► l From: Lora Schiavetta <Ischiavetta@gmail.com> Sent: Monday, September 12, 2016 5:18 PM To: Michaelis, Jessica 4 ?',)1'6 Subject: Please read w S0iW11'if W Town � Raiving Board Dear sirs, I am writing to you to offer my concerns regarding September 12th, 2016 Southold Town Public Hearing for Site Plan Application for Threes Brewing East at 12820 Oregon Road. To start, there has not been a sign regarding the Public Hearing untill Sunday Sept. 1 lth 2016. According to neighbors , there was a sign placed on Aug. 29th but it had been missing on August 3oth till yeaterday. As windy as it had been yesterday the sign managed to stay up. It wasnt there during the calmest days of last week. A review of the original Brooklyn Threes Brewing by the TimeOut Magazine calls it "goid for keeping all your booze-seeking buds happy". Which is in direct conflict with the recent review of Oregon Road by the Suffolk Times, which calls Oregon Rd a pretty rural Sunday afternoon drive. That character will be lost by creation of Threes Brewing. Especially as the road has no stop signs or any speed bumps or many visible speed markers. In the original application to Southold Town there was a request for a retail space, which was withdrawn in July. Will retail operstion be allowed in the light industrial zone? The request for 21 parking spaces on .96 acre seems excessive for a small craft brewery production. It brings into question the supposed non-retail aspect of the operation. The business model for the original Threes Brewing is primarily of an event and party space, with its own beers as well as spirits. The brewery's mission statement reads "Threes Brewing was designed with large parties and group gatherings in mind, offering built in sound system, audio visual equipment and rotating food trucks". According to their website there are DJ sets till 2 am Thursday through Saturday and from 4 pm to midnight on Sundays. Its a natural assumption that the business will not deviate from its model and we are in danger of acquiring another Vineyard 48 to completely change the rural aspect of Oregon Road. Thank you very much for hearing my concerns. Lora Schiavetta 3305 Oregon Road Mattituck NY 11952 i CHARLES R.CUDDY S P 0 9 2 ry q. ATTORNEY AT LAW .. -,� - 445GRIFFINGAVENUE sogjt ok o'uM RIVERHEAD,NEW YORK �� Mailing Address: T I I P.O.Box 1547 FAXr Riverhead,NY 11901 = September 8, 2016 Carol Kalin Planning Department Town of Southold P.O. Box 1179 Southold,NY 11971 Re: F & S,LLC-Threes Brewing East-Site Plan p/o SCTM#1000-83-3-4.6 Dear Ms. Kalin: We are enclosing an Affidavit of Mailing and Posting in connection with the above matters scheduled for September 12,2016 hearing before the Planning Board along with the certified mail receipts.Please make them part of your records. Thank you. Very truly yoLrs, Charles R. Cuddy CRC:ik Enclosures - AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as 12820 Oregon Road, south corner of Cox Ln. & Oregon Rd. , Cutchogue 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 August 29, 2016 1 have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on SPptPmhPr 9, 9016 0/1 Char" ea R. u Your Name (print-j-,"' Signature PO Box 1547, Riverhead, NY 11901 Address Date _- Nrtary Public Y IWONA KODY "p Notary Put)1�c' St'No. 01 KO6038386 uaflfied in SUff0CountY commission Expires March 8o 2 PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 9/9/16 Re: Proposed Site Plan for Threes Brewing East SCTM#s: 1000-83-3-4.6 Date of Public Hearing: Monday,__September 12, 2016, 6:04 p.m. Notice to Adjacent Property Owners Threes Brewing East 12820 Oregon Road Cutchogue, NY SCTM#1000-83.-3-4.6 81.2-12.4 NA Dv--t t LA-P— P 0 \ C,kAA(-vX0JUC �2. 81-3-11 f\AW(bo,(A PC) (6=) �3. 81-3-3.2 G+i\ &evV-CfV—q 0(> N0`k C,,J-A C k, L01 Q5 k\ L�J �vc�,.:A�S- 4. 8 3...3.4.5 0 C> 81-3-43 �II� IIIIIIIII� � � IWC m w IN IN I P .I m CUT,' " Ir s 06 RJIIT:, m�gbwriraumces& & C` FFlat mmi R mmq QCK*vN � m W ei, q o-mm Em m 0 ry.."" um u� w liav�mmu mamma m q um m II gpvua,,Iumm ul�mma,,mmumu+ m Isms ma .47 .... 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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: F & S, LLC Address: 538 Edwards Avenue, Calverton, NY 11933 Land Owner (if other than applicant): Land Owner Address: Description of Proposed Project: This Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District. Property Location (road and tax map #): 12820 Oregon Road, on the south corner of Cox Lane & Oregon Road, Cutchogue; 1000-83-3-4.6 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#1000-83-2-13.6 & 13.8: David & Steven Zuhoski, P.O. Box 277, Cutchogue, NY 11935 SCTM#1000-83-3-2.1 & 2.2: Lieb Vines, LLC, P.O. Box 907, 14990 Oregon Road, Cutchogue, NY 11935 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. m. -Ap Agent Sgnatc e Date I_I_.IIi... � YIn9191691 & 1sIIV. �C1 SEE SEC.NO,062 � c UNE �r .18 14 C ^' w � � r✓ �C:M " u;W ry„� ,gyp � �„ 'ry u: ] ! »<i �!` r"� "", an d '� 9d a E'�•M,my ! w, T m Ci � ll m � N,C ` � . 1 r 171 4 I 4 rr r a A. p ,ia I I ,a` ut"• �� S `e °� `mow,a"' � ��i«^�, ""."✓ "� `y,:. r ✓� I n r A:Y7 C> '' 1j, c` "W o-• ua I r'. a�:w c q < � CY xi. 6 Al mi a^vmdt �� +y' ,] P✓AI C.I{ —.�----. .. CANE ' .NL4Te —,. 4.INE IMUM.7Crd LZ__ un , SEE SEC.NO.0& SEP....SF'C,NO.084 �! iz SEE SEC.NO.064 7 c:r Elizabeth Thompson,Chairperson Town Hall Annex Reynolds duPont,Jr. a 54375 Route 25 Joseph Lee s°"" cif n PO Box 1 179 p Ronald McGreevy � NY 11971 x� � Southold, Nicholas Planamento fiJ" Mark Schwartz Telephone: (631)765- 1892 Stephen Geracid 4F�i� Fax(631)765-6641 Patricia Butlers southoldtown.northfork.net James Garretson Town of Southold Architectural Review Committee Minutes 4:00p.m.,August 18, 2016 „t ' Town Hall Annex Executive Board Room Members Present: Elizabeth Thompson,Chairperson;Ron McGreevy;Joseph Lee;Nicholas Planamento;Stephen Geraci;Patricia Butler;James Garretson;Heather Lanza,Planning Director;and Elizabeth Cantrell,Secretary The minutes for the July 21,2016 meetings 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 PIanning 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 Plan: • COUNTRY CAR WASH SCTM# 1000-125-1-19.5 No representative for the applicant was present at the meeting. This Amended Site Plan is for two (2) roof additions at 24'x32' and 24'x28' (1,440 total sq.ft.) to an existing 960sq.ft.car wash facility on 0.918 acres in the General Business Zoning District, Mattituck. The Committee reviewed the application and is approving it as submitted. Motion Made and Seconded. New Site Plan Applications: • THREES BREWING EAST SCTM#1000-83-3-4.6 Charles Cuddy, Esq.,Attorney for client,Eric Nicosia, Architect; Greg Doroski,future operator; and Paul Elliot, agent for owner presented this site plan for the proposed construction of a 100'x65' (6,500sq.ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the light Industrial Zoning District, Cutchogue. 1 'T'he Corian-dttee reviewed th.eapiplicarion.and is approving it as submitted., Motion,nnraade and seconded.. TERP RETAIL 0 S(...'FM# 1.000-102-5-3 &4 Patricia Moore,Esq., Attorney for client,Stephen Pinzino, Esq., Attor ney for client;Jeff Bord, Architect;and AI'Fen p,agent for owner presented this site .1plan.for the proposed. deniolition.of an existing 2,1.08 square foot building and the construction.of an 8'1.'x68' (".5,537sq1t) building withfive (5)retail stores where fliere exists a 4-/ -1.0,000 square foot retail building on 1.35 acres in the Hamlet Business Zorung District,CuAchogue. The Cay tee reviewed the apptication,and is submitting th.e a ttacliedni.erno to the Planning Depart.i.nerwt dated Aup .,ust 18,2016 in regards to their recom.niendations for the project. The Co.m.mittee has deterrnineld that this application is incomplete and has been unanimously tabled. Motion,Made and Seconded, J� "i '�tAh Crorofl, A.R.C.,Secretary .......... ...................... 2 , Michaelis, Jessica e f p From: Cummings, Brian A. Sent: Thursday,August 25, 2016 11:59 AM To: Michaelis,Jessica Subject: FW:Threes Brewing East Rm d From: Fisher, Robert Sent: Thursday, August 25, 2016 9:31 AM To: Cummings, Brian A. Subject: Threes Brewing East Brian I have no problem with this application.. Bob Robert Fisher Fire Marshall, Town of Southold robert.f isher@town.southold.ny.us (W) 631-765-1802 - (C) 631-786-9180 PRIVILE6E0 AND CONFIDENTIAL COMMUNICA TION CONFIDENTIALITYNOTICE' This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by privilege. If you are not the intended recipient,you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this transmission in error,please notify the sender immediately by e-mail and delete the original message. MAILING ADDRESS: PLANNING BOARD MEM13ERS t � " P_O. Box 1179 DONALD J. LCENS + ✓ k Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H_RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR .� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department . Date:. August 18, 2016 Re: Deferred Revenue The Site Plan Applications referenced below have been accepted by the Planning Board and the funds may be processed to Planning Applications Revenue Account 82115.10. Thank you. _....... . ....... _. Applicant/Project Name & Tax Map # Amount Check Date Type _ _ ... ... -Hudson City Amended 122-3-17.1 $250.00 & $144.00 7/20/16 & 7/19/16 -Mattituck Car Wash 125-1-19.5 $250.00 6/17/16 -Threes Brewing East 83-3-4.6 $1,150.00 7/29/16 J ;zsMAILING SS: PLANNING S A P.O. Box 1179 Southold, NY 11971 DONALD J.WILCENSKI � +� �y. Chair y OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY c � � 54375 State Route 25 JAMES H.RICH IIIc (cor. Main lid. Youngs Ave.) RTIN H. SIDCR a`µ COUNrISouthold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Water Authority (SCWA) From: Brian Cummings, Planner% Date: August 23, 2016 Re: Site Plan Application Review— Threes Brewing East • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131, and LWRP Coastal Consistency Review • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act -SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below. Project Name: Threes Brewing East Address: 12820 Oregon Road, Cutchogue Tax Map #: 1000-83.-3-4.6 Requested Action: This Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District, Cutchogue. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted .. ..Threes Bing East.— Page Two —August 23 20 6.. y ..._ .m.... Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan • EAF 2 '9211Z��,t- MAILING ADDRESS: I A s � P.O. sox 1179 DONALD J.WILCENS b Southold, NY 11971 Chair � "� �"ry,� OFFICE LOCATION: WILLIAM J.CREERS Town Hall Annex PIERCE FFETY 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDORCoo � if Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning .Commission From: Brian Cummings, Planner R11--1 Date: August 23, 2016 RE: Site Plan Application Review— • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 The purpose of this request is to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act - SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below. Project Name: Threes Brewing East Address: 12820 Oregon Road, Cutchogue Tax Map #: 1000-83.-3-4.6 Requested Action: This Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District, Cutchogue. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Threes Bmrewbg East-Page 2 -must 23,2-01q Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan • Site Plan Application Form • EAF 2 �1,rr(F=z"` � MAILING ADDRESS: PLANNING BOARD MEMBERS Sol/ '` P.O. Box 1179 �� 0 'u Southold, NY 11971 DONALD J.WILCENSKI s Chair ? OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY Sell r 54375 State Route 25 J ES .RICH III (cor. Main d. Youngs Ave.) MARTIN H.SIDOR �w�(1 Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, Planner Date: August 18, 2016 RE: Amended Site Plan Application Review— • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act -SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Threes Brewing East— Page Two —August 18, 2016 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Project Name: Threes Brewing East Address: 12820 Oregon Road, Cutchogue Tax Map #: 1000-83.-3-4.6 Requested Action: This Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District, Cutchogue. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Environmental Assessment Form 2 � :zr MAILING ADDRESS: PLANNING V. S00ro' tO Box NY971 DONALD J.WILCENSKI ChairOFFICE LOCATION: i WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III -' (cor. Main Rd. Youngs Ave.) .SIDO " 1 Southold, Y RTINHR 'k � ' �, Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner/�w Date: August 18, 2016 Re: Proposed Site Plan for Threes Brewing East 12820 Oregon Road, south corner of Cox La. & Oregon Rd., Cutchogue SCTM#1000-83-3-4.6 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 Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. a MAILING ADDRESS: PLANNINGS so P.O. Box 1179 DONALD J.WILCENSKI $� c�` ` , Southold, NY 11971 Chair Ay OFFICE LOCATION: WILLIAM J.CEMERS Town Hall Annex PIERCE FFETY 54375 State Route 25 JAMES H.RICH III j (cor. Main Rd. &Youngs Ave.) RTIN H.SIDOR " OZO �� ""fj Southold, NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Peter Doherty, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planner Date: August 18, 2016 Re: Proposed Site Plan for Threes Brewing East 12820 Oregon Road, south corner of Cox La. & Oregon Rd., Cutchogue SCTM#1000-83-3-4.6 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-83.-3-4.6 xxxrx S: PLANNING BOARD soar "E P.O. Box 1179 MEMBERS Southold, NY 11971 DONALD J.WILCENSKImq; Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE FFETY 54375 State Route 25 J ES .RICH III (cor. Main Youngs Ave.) MARTIN H.SIDOR " Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 18, 2016 Mr. Matthew Martin c/o Cutchogue Fire District 260 New Suffolk Road Cutchogue, NY 11935 Re: Request for Review: Proposed Site Plan for Threes Brewing East 12820 Oregon Road, south corner of Cox La. & Oregon Rd., Cutchogue SCTM#1000-83-3-4.6 Dear Mr. Martin: The Site Plan Application described below 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. This Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation.. Sincerely, Brian Cummings Planner Encls: Site Plan Application Site Plan MAILING ADDRESS: 1179 PLANNING 8011 F w so P.O.1d,�NY 11971 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLI J.CREES Town Hall Annex PIERCE FFETY " 54375 State Route 25 JAMES H.RICH III " (cor. Main Youngs Ave.) RTIN H.SIDOR � ' � Southold, NY ." Telephone: 631 765-1938 www.s outhol dtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planner r Date: August 18, 2016 Re: Proposed Site Plan for Threes Brewing East 12820 Oregon Road, south corner of Cox La. & Oregon Rd., Cutchogue SCTM#1000-83-3-4.6 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. Encls: Site Plan Application Site Plan MAILING ADDRESS: IBOARD MEMBERS � P.O. Box 1179 PLANNDONALD J.WILCENSKI � � ° ;, Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREES Town Hall Annex PIERCE RAFFERTY t 54375 State Route 25 JAMES H.RICH IIIT (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR enum,� � Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov 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: August 18, 2016 Re: Proposed Site Plan for Threes Brewing East 12820 Oregon Road, south corner of Cox La. & Oregon Rd., Cutchogue SCTM#1000-83-3-4.6 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-83.-3-4.6 MAILINGESS: L NING MEMBERS sQ ��`�"�., P.O. sox 1179 ' Southold, NY 11971 DONALD J.WILCENSKI ,w Chair , OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 J ES .RICH III c, (cor. Main Rd. Youngs Ave.) MARTIN H.SIDOR n. CQU ,� j' Southold, NY r 4f Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Planner Date: August 18, 2016 Re: Proposed Site Plan for Threes Brewing East Application Name: Threes Brewing East Tax Map Number: 1000- 83.-3-4.6 Location: 12820 Oregon Road, Cutchogue Type of Application: Sketch Subdivision Map Dated: Preliminary Subdivision Map Dated: Final Subdivision Map Dated: Road Profiles Dated: Grading and Drainage Plans Dated: Other Dated: Site Plan Dated: 7/18/16 Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Project Description: This Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. r rarMAILING ADDRESS: PLANNING BOARD MEMBER �� , P.Southold,BoxY 11971 DONALD J.WILCENSKI S � ' c`� 71 Chair OFFICE LOCATION: WILLIAM J.CREMERSy Town Hall Annex. PIERCE RAFFERTY r(hr 54375 State Route 25 JAMES H.RICH III Y (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR � Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson, Chairperson, Architectural Review Committee From: Brian Cummings, Planned Date: August 15, 2016 LJ Re. Request for Review: Proposed Site Plan for Threes Brewing East 12820 Oregon Road, on the south corner of Cox La. & Oregon Rd., Cutchogue SCTM#1000-83.-3-4.6 The Planning Board refers this Site Plan Application to your committee for your review and comments. This Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District, Cutchogue. Thank you. Encls: Site Plan Application Building Elevations Laser Fiche: Planning, Applications, Site Plans, Pending, 1000-83.-3-4.6 #12939 STATE OF NEW YORK) ) SS. COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successfully commencing on the 1St day of Septembers 2016. Principal Clerk Sworn to before me this ..... day of � _201& CHRISTINA VOLINSKI NOTARY PUBLIC-STATE OF NEW YORK No. 01V06105050 Quallflad In Suffolk County MY Commlulon 6><plaL Nb►uary Zd,9920 af d"W' I , I 60",_ , � �t ala� Id X14AN � n; a 1�' ullu p u s xf(eq ,1X , ttt MAILING ADDRESS: PLANNING BOARD MEMBERSPS � P.O. Box 1179 DONALD J.WILCENSKI `°,, Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR 100 I 1 e� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 12th day of September, 2016 on the question of the following: 6:01 p.m. Proposed Amended Site Plan for Verizon Wireless at MGH Enterprises, located at 40200 NYS Route 25, ±345' s/w/o Lands End Road & NYS Rt. 25, Orient, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-15-9-8.1 6:02 p.m. Proposed Amended Site Plan for Country Car Wash, located at 6565 NYS Route 25, ±724' s/w/o Bray Avenue & NYS Rt. 25, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-125-1-19.5 6:03 p.m. Proposed Amended Site Plan for Hudson City, located at 11600 NYS Route 25, s/e/o Pacific Street & NYS Rt. 25, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-122-3-17.1 6:04 p.m. Proposed Site Plan for Threes Brewing East, located at 12820 Oregon Road, on the south corner of Cox Lane & Oregon Rd., Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-83-3-4.6 Dated: 8/11/16 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman PLEASE PRINT ONCE ON THURSDAY, SEPTEMBER 1, 2016 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPYSENT TO: The Suffolk Times Kalin, Carol From: legals <legals@timesreview.com> Sent: Friday, August 12, 2016 9A1 AM To: Kalin, Carol Subject: Re: Legal Ad for the Sept. 1 Suffolk Times Importance: High Good morning, The legal notice has been scheduled to be published in the 9/1 edition of the Suffolk Times. Thank you and have a great day! Best regards, rT,,,,es EWEW Vaos �j Assistant S°flos Coortluruaim. 631,298.3200 ext,235 " 6,3.1�.79$_.t}410(fax) Iriem�:r timesreview.com www.timesreview.com From: "Kalin, Carol" <Carol.Kalin@town.southold.ny.us> Date:Thursday, August 11, 2016 2:34 PM To: Lee Peters <legals@timesreview.com> Subject: Legal Ad for the Sept. 1 Suffolk Times Please print the attached legal ad for the September 12, 2016 Planning Board Public Hearings regarding the Amended Site Plans for Verizon Wireless at MGH Enterprises, Country Car Wash & Hudson City and the Site Plan for Threes Brewing East in the September 1, 2016 edition of the Suffolk Times. An e-mail confirmation of receipt for our files will be appreciated. Thanks, Carol Kalin Secretarial Assistant Southold Town Planning Board Town Hall Annex at Capital One Bank 54375 NYS Route 25, P.O. Box 1179 Southold, New York 11971 631/765-1938 phone 631/765-6640 fax i I ADDRESS- PLANNING gry:, P®la 1�o� 117i DONALD J.WILCENSI�I a So, Chair OFFICECA WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III , ��; (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR DUN 1 � Southold, NY Telephone: 631 765-1938 www.s outhol dt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 12th day of September, 2016 on the question of the following: 6:01 p.m. Proposed Amended Site Plan for Verizon Wireless at MGH Enterprises, located at 40200 NYS Route 25, ±345' s/w/o Lands End Road & NYS Rt. 25, Orient, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-15-9-8.1 6:02 p.m. Proposed Amended Site Plan for Country Car Wash, located at 6565 NYS Route 25, ±724' s/w/o Bray Avenue & NYS Rt. 25, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-125-1-19.5 6:03 p.m. Proposed Amended Site Plan for Hudson City, located at 11600 NYS Route 25, s/e/o Pacific Street & NYS Rt. 25, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-122-3-17.1 6:04 p.m. Proposed Site Plan for Threes Brewing East, located at 12820 Oregon Road, on the south corner of Cox Lane & Oregon Rd., Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-83-3-4.6 Dated: 8/11/16 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman STATE OF NEW YORK) SS. COUNTY OF SUFFOLK) Carol Kalin, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 15th day of August, 2016, she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board Southold Town Hall 53095 Main Road Southold New York September 12, 2016 Public Meeting: 6:01 p.m. Public Hearing for the proposed Amended Site Plan for Verizon Wireless at MGH Enterprises, SCTM#1000-15-9-8.1 6:02 p.m. Public Hearing for the proposed Amended Site Plan for Country Car Wash, SCTM#1000-125-1-19.5 6:03 p.m. Public Hearing for the proposed Amended Site Plan for Hudson City, SCTM#1000-122-3-17.1 6:04 p.m. Public Hearing for the proposed Site Plan for Threes Brewing East, SCTM#1000-83-3-4.6 Carol Kalin Secretary, Southold Town Planning Board Sworn to before me this �'-day of 2016. MELANIE DOROSKI NOTARY PUBLIC,State of New York _ ..I No. 01D04634870 Qualified in Suffolk County - Notary I u Ic., Commission Expires September 30, _� 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: F & S, LLC Address: 538 Edwards Avenue, Calverton, NY 11933 Land Owner (if other than applicant): Land Owner Address: Description of Proposed Project: This Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District. Property Location (road and tax map #): 12820 Oregon Road, on the south corner of Cox Lane & Oregon Road, Cutchogue; 1000-83-3-4.6 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#1000-83-2-13.6 & 13.8: David & Steven Zuhoski, P.O. Box 277, Cutchogue, NY 11935 SCTM#1000-83-3-2.1 & 2.2: Lieb Vines, LLC, P.O. Box 907, 14990 Oregon Road, Cutchogue, NY 11935 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. Appli:can I g rpt !§i6�atui � eae AILING r� r .. ADDRESS: PLANNING SSf ` P.O. Box 1179 DONALD J.WILCENSKI �� ✓ "",, Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III , (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Southold, NY ff xrx . .�� Telephone: 631765-1938 www.southoldtow-xmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 9, 2016 Charles Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 Re: SEAR Classification & Set Hearing - Proposed Site Plan for Threes Brewing East 12820 Oregon Road, south corner of Cox Lane & Oregon Road, Cutchogue SCTM#1000-83.-3-4.1 Zoning District: Light Industrial (LI) Dear Mr. Cuddy: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, August 8, 2016: WHEREAS, this Site Plan Application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District, Cutchogue; 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, September 12, 2016 at 6:04 p.m. for a Public Hearing regarding the Site Plan entitled "Threes Brewing East", prepared by Eric Nicosia, dated July 18, 2016. 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. Threes Brewing East Page 2 Auug st 9, 2016www Please return the Affidavit of Postina, included in the acket alon with the certified mailin receipts AND the signed green return recei t cards before 12:00 noon on Frid 3y, September 9 2016. The sign and the post need to be returned to the Planning Board Office after the public hearinq is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Donald J. Wilcenski Chairman Encls. Southold Town Planning Board Notice to Ad'acent Propertv Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-83-3-4.6; 3. That the property which is the subject of this application is located in the Light Industrial Zoning District; 4. That the application is for the proposed construction of a 100' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District. The property is located at 12820 Oregon Road, on the south corner of Cox Lane & Oregon Road, Cutchogue; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2"d FI., Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet following these steps: a) Go to the Town of Southold website www.southoldtownny.gov; b) Click on Weblink located on bottom left of home page; c) Click on "Planning Dept." folder; d) Click on "Applications", then "Site Plans", then "Pending"; e) Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to: carol.kalin(a-town.southold.ny.us; 6. That a public hearing will be held on the matter by the Planning Board on Monday, September 12, 2016 at 6:04 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: F & S, LLC/Threes Brewing East Date: August 9, 2016 Notice to Adjacent Property Owners Threes Brewing East 12820 Oregon Road Cutchogue, NY SCTM#1000-83.-3-4.6 1. 83.-2-12.4 2. 83.-3-3.1 3. 83.-3-3.2 4, 83.-3-4.5 5. 83.-3-4.7 04-2398 'q SEE SEC-NO.072 - 09-01-98 =. `'- \ MATCH _ LINE 11-23-98 ., 'ss' i_ -'' 4_ 11212 - - - - — --_ `'^'-m., 10-13 ..` ,- - 10-0599 UNC '.-. = '� 1 'z 1.9A -� ,€ F 12[x-% SO '�_,-. 90 ` , Cfi-L:2•¢7' '.. _ - - _ `'-� I-0A � p '.a 17 oA i Z-28 0 4 03-3105 -- - �..�._ _ ' i''� - _415 11.13 . ,. \-.® 4 SAE.. 27-2 5 1 14 10-31-05 ` 13.4 SCH.®.9 F•D 13sA 4. 04-28-06CLA - 97-97-OB D.\ � 1� { 93.5 � � �•.� ,. `� `�.� � 0522-07 126 10.18 -f- 09-24-00 ¢0&24-0® >_ 'fC+ - •, k 1 iA`tj. 7.2 --'`>' k, 10.8A - -` 2.5A(c) €a A "'` -ate (COUNTY OF SUFFO{X '"` I 1.9 Al 7.5 _ 12.5 .'' 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COUNTY OF SUFFOLK © e >o _w ®a — E -�� (21) 2 ©. — — - ..�, ,A —— ❑ — I v o f xara. u aF= Real Property Tax Service Agency v u-u. $3 T SECTION NO <-A 3 i —— —-'- ,a __� —c r��=- �a n mss=i yr o��. ,.gar�€nxi- -ar - :� _-. C...'C...RI—h-d�N Y 41909 F � -5 sm.-.. - y ------. . ... _ - E -a..--•... ....-a a� .mama; ss -.nes .-. .�.,s =o-m,,,�< -i�ne s u5. i�TE Sz ; nLE iry FE A -_ al5��CT I3f'S 9000 - r"r say, °3- N tea_ a3 ,a,al —, --g, rn� �dN:.-= _..vr.--- "'�-'- c�.w... � -.. F' - PRO3EF€-kiAP S '04i 7J4 ET D ?aca rs.aFa a - _ :i.^ ir§Y -.. 1 ate, m$ 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: F & S, LLC Address: 538 Edwards Avenue, Calverton, NY 11933 Land Owner (if other than applicant): Land Owner Address: Description of Proposed Project: This Site Plan Application is for the proposed construction of a 1 00' x 65' (6,500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96 acres in the Light Industrial Zoning District. Property Location (road and tax map #): 12820 Oregon Road, on the south corner of Cox Lane & Oregon Road, Cutchogue; 1000-83-3-4.6 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#1000-83-2-13.6 & 13.8: David & Steven Zuhoski, P.O. Box 277, Cutchogue, NY 11935 SCTM#1000-83-3-2.1 & 2.2: Lieb Vines, LLC, P.O. Box 907, 14990 Oregon Road, Cutchogue, NY 11935 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. Applicant/Agent Signature Date Revisions -11 OB 22,96 EE 2 i 1SEIL SEC NO ,a #� 10.12 L— — __ '0I 6A t �13 23-99 113-0 05-99 0 SOUND \ s, 02,0.0 - - V ;� = 19A 93 - 09-28-04 - '^=_ _ 45 17 DA ?y �� D .. _ ff S �g -�_ 4 aA 773105-, _ SCH.D.9 F�• O 14 a�_� z i' --� Dfi i Y�AD ,a3 5A f 1 1j5 340; ®5C, f 1G, j F '9 2-08 - = F 9A�c11 l 121, 101 iSA(B) _ 1�t. 10 BA 75 1- 125 a. - F :'COU?Y9 8.FOLX 2 '-,. r�.1 `_ r S p �. 2'1 1 BA _OA(c7 > ' Jp_ E 73 It YJ 1017 d2oA 122 ' AV f '= 1 9A I 1 „- r \G 17-3 '-, `. :" ,_ . 12.7 => ,7-4A(c) t.7A \10 - 121 ' . @``�.i. 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( �r COU F -- .�9._ - tits£' i.==..NTENMCE,AITL A O%.SA c r A Real Property Tax Service Agency Y 1 „IL��„E OF e� ii SECTION NO ...scc Lc.,e•+ AGR-r.- o rY zr€Z c..iz --+T'— - .'+gym --.; 1-- " ........ .9 S.R GLTtON OF A.i'Y PORTie't O-T 4 e,—„, � r,y�=>= � a" ----. 8�F>OIK COUNTY i+Asm.SPROH21TE0 . County Center Riverhead, Y119®1 IM N :i Sak9 s� ;wyp Lss -0 Oa-cS:=rc x 2" --- u,T�iOU-WRITTtN P''»x41S510h OF TnE d'� �'� pC 6t SCALE IN FEET:21p CW A � ---- ---- _-. Ol cpm a� =a.I ANTI.12 iA •�.:-:L.c e=_ Pr:aa�,r.. —�...-- w. �..� iY.,.,� -- .-Fr..W, �i''[x -3-, - " 7 oi_T�:CTNa i®®C P �. [ Y fi6i PfiOPEfiTY TA;SER49C.hGENCY. _. .�- P �� RL)PER=1'MAP AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as 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 I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 9/9/16 Re: Proposed Site Plan for Threes BreAjqg East SCTM#s: 1000-83-3-4.6 Date of Public Hearing: Monday, September 12, 2016, 6:04 p.m. Town of Southold PC/Codebook for Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date,place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant,petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested,posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property,nature of relief or approval involved, and date, time and place of hearing. The applicant,petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 FM cn LU L N LLJ ■ Cl) LLI Clq uj y— .N i N N N N FM CL FM CI*4 CL ... X LLI 0 LL ccnr 0 Z r_ 0 < CO � L N co i N V cn V 0 LLI CD 'a ' , N r4- od 1� CDV0 CL LL cf) ilirm 0N iQ . 2! — i Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date August 8, 2016 Prepared By: Brian Cummings I. Application Information Project Title: Threes Brewing East Applicant: F & S LLC Date of Submission: July 29, 2016 Tax Map Number: 83.-3-4.6 Project Location: 12820 Oregon Road Hamlet: Cutchogue Zoning District: Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.96 acres (41,831sf) Building Size 6500sf This site plan application is for the proposed construction of a 100' x 65' (6500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96acres in the Light Industrial zoning district, Cutchogue. III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis 1. Existing: vacant lot (aka Lot #2) as result of the approved Cutchogue Business Center subdivision --- it is unknown if the approved subdivision plan has been filed yet with the County, this department has received no proof of filing; 2. Proposed: a. 100' x65' (±6,500sf) steel production building with office space and storage detailed in the six (6) page site plan packet: 1. AC — 1: Zoning / Data /Alignment Plan 2. AC — 2: Existing Conditions / 500' radius map 3. AC — 3: Landscaping / Lighting 4. AC —4: Grading / Drainage / Utility Plan 5. AC — 5: Water/ Sanitary Plan 6. AC — 6: Site details 3. SEAR: unlisted — classify at August 8, 2016 public hearing I 4. Code requirements / Bulk Schedule (LI): a. Lot Coverage i. Maximum: 30% ii. Existing: 0% iii, Proposed: 15.6% b. Landscaped Area: i. Minimum: 25% ii. Proposed: 39% Landscaping plan provided on page AC -3 of the site plan; Landscape Requirements (§280-93, 94, 95): - landscaped area five feet wide abutting the front of the building in all nonresidential districts, including the Hamlet Business District is required; Staff: provided 4 - Landscaping to be provided at a minimum dimension of four feet, shall be planted with grass or shrubs and shall include at least one tree of not less than two-inch caliper for every 40 feet along the perimeter of the parking area; Staff: not provided along s/w property line c. Setbacks for the proposed building (LI) m Required Provided ... _... .... .. Front yard 60' 60' .. .._. .. ...... Side (E) 20' 70,5,E .... .. .. Side W 20' 40 comb 56'4" Rearay rd 70' 57' d. Parking (as provided) Light Industrial uses = 1 per employee or 1 per 500 square feet of floor area, whichever is greater Brewery: 6500 / 500 = 13 required Mezzanine (storage): 812 / 500 = 1.6 or 2 required TOTAL = 15 required; 21 proposed (including 2 ADA and one loading berth) 2 e. Exterior lighting: photometric plan provided on page AC — 3 which includes foot candle measurements, lumens total and eight (8) fixtures at 3000K; f. Exterior Signage: unknown, information / location(s) not provided; V: Staff Recommendations 1. It is recommended that the application be accepted as complete for site plan review with the following information to be submitted immediately: a. Provide renderings and dimensions for all proposed exterior signage pursuant to §280-80 of the Town Code and the permitted uses design standards; b. Correctly label existing driveway/curbcuts and existing uses on the 500'/200' radius map provided; 2. Set the public hearing on August 8, 2016 for September 12, 2016; 3. SEAR: classify the SEAR action at the public meeting scheduled for August 8, 2016; 4. Send referrals: Town Board, Town Engineer, Building Dept., LWRP, ARC, Cutchogue FD, Southold Fire Marshall, Code Enforcement, SCPC, SCDHS and any other interested agencies; 5. Ask the applicant to provide a digital copy of the proposed photometric plan; 6. Note: a condition must be provided on the site plan (not yet; wait for full review) addressing that an amended site plan review would be required if the proposed site adds a retail component/tasting room. 3 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Threes Brewing East Completed by: Brian Cummings Date: August 8, 2016 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 below. Editor's Note: See now § 280-138, Fee schedule for 4 site plan applications. (3) A completed environmental assessment form. 4 (4) Nine copies of the site plan. 4 (5) Four copies of a property survey, certified by a licensed land surveyor. 4 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. �l (b) The name and address of the landowner on record: �l [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. 1 Checklist for Site Plan Application Completeness Southold I i (i) A complete outline of other existing easements, deed restrictions or covenants applying to the property. (j) 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 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, N/A 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. 4 (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 4 site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. 4 (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 4 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 4 and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address 4 systems. (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. X (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) 4 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, 4 Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity 4 and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any 4 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. 4 Notes: N/A = Not Applicable 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. 3 Checklist for Site Plan Application Completeness Southold Town Planning Board Work. Session —Au gust 8 2016 - Page 2 11 _1111 Project Name: Threes Brewing East SCTM# 1000-83 3 4.6 Location: g corner of Cox Lane & Oregon Road, _ ogue � Cuc 0 Oregon Road, south co _ .._ _ ® — Descriptiom This Site Plan Application is for the proposed construction of a 100' x 65' (6500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96acres in the Light Industrial Zoning District, Cutchoque 3 .... ...... ,Status New Application _._ .. : Review for completeness. Action.. 1111 . .. Attachments Staff Report Prosect Name: Southold Gas Station & Convenience Store SCTM# 1000-55-5-2.2 Location, 45450 CR 48, on the s/w corner of CR 48 and Youngs Avenue, Southold.' Description: This Amended Site Plan is for the proposed conversion of an existing 3,476 sq. ft. building (formerly for vehicle detailing, RV sales and servicing) to a convenience store and vehicle fuel sales, with: 6 fuel pumps (12 fueling stations), two canopies, one at 50' x 24' (1,200 sq. ft.) and the other at 50' x 50' (2,500 sq. ft.) and 29 parking spaces on 1.46 acres in the General Business (B) Zoning District. Status: Pending Act Action: Draft Environmental onmImpact Statement for adequacy. Hand-o ments: t Project name Koehler Family M# 1000 115 1 0-1 ., sly Ltd. Partnership � .SCT � ... ,,,... ......................... Location: 4180 New Suffolk Avenue, on the corner of Marratooka Road and New at Suffolk Avenue, Mtituck _ _ . _.. .. Description: This proposal is a Clustered Standard Subdivision of a 14.9 acre parcel into seven lots where Lot 1 equals 0.80 acres; Lot 2 equals 0.90 acres inclusive of 0.09 acres of unbuildable lands; Lot 3 equals 1.11 acres inclusive of 0.22 acres of unbuildable lands; Lot 4 equals 0.71 acres; Lot 5 equals 0.66 acres; Lot 6 equals 0.70 acres; Lot 7 equals 9.5 acres inclusive of 8.72 acres of Open Space and 0.05 acres of unbuildable lands, located in the R-80 Zoning District. This property includes a proposed d totaling 0.54 acres [ Status: ConditionaI S.. .,.., ketch,Approval Action: ( Review design and SEQRA ._ m Attachments: Staff Report Discussion: o Draft Planning Department Monthly Report for July 2016. xr rMAILING ADDRESS: PLANNING sw x P.O. Box 1179 DONALD J.WILCENSKII a r Southold, NY 11971 Chair OFFICELOCATION: WILLIAM J. CREME RS Town Hall Annex PIERCE RAFFERTY �� 54375 State Route 25 JAMES H.RICH III t� ��.� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Southold, NY 'ar jy' ., Telephone: 631 765-1938 www.southoldtowirmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 12th day of September, 2016 on the question of the following: 6:01 p.m. Proposed Amended Site Plan for Verizon Wireless at MGH Enterprises, located at 40200 NYS Route 25, ±345' s/w/o Lands End Road & NYS Rt. 25, Orient, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-15-9-8.1 6:02 p.m. Proposed Amended Site Plan for Country Car Wash, located at 6565 NYS Route 25, ±724' s/w/o Bray Avenue & NYS Rt. 25, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-125-1-19.5 6:03 p.m. Proposed Amended Site Plan for Hudson City, located at 11600 NYS Route 25, s/e/o Pacific Street & NYS Rt. 25, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-122-3-17.1 6:04 p.m. Proposed Site Plan for Threes Brewing East, located at 12820 Oregon Road, on the south corner of Cox Lane & Oregon Rd., Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-83-3-4.6 Dated: 8/11/16 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman PLEASE PRINT ONCE ON THURSDAY, SEPTEMBER 1, 2016 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times Kalin, Carol From: legals <legals@timesreview.com> Sent: Friday, August 12, 2016 9:41 AM To: Kalin, Carol Subject: Re: Legal Ad for the Sept. 1 Suffolk Times Importance: High Good morning, The legal notice has been scheduled to be published in the 9/1 edition of the Suffolk Times. Thank you and have a great day! Best regards, VIEW, 0 mDOA Gr OUR i.irsd say&tien'naur Assistar:t Sifles Cc orrfinzftof 631..298.3 00 ext,, 2.35 6 33. :3 4 8032 (dkrect) .. ... 631,298.041.0(fax) bll Vd'Vu14�m11�u��p0�'B�""bIYC'4PUQ"w�Q�rl(� www.timesreview.cmu From: "Kalin, Carol" <Carol.Kalin @town.southold.ny.us> Date:Thursday,August 11, 2016 2:34 PM To: Lee Peters<tgEals@tirnesreyiew.com> Subject: Legal Ad for the Sept. 1 Suffolk Times Please print the attached legal ad for the September 12, 2016 Planning Board Public Hearings regarding the Amended Site Plans for Verizon Wireless at MGH Enterprises, Country Car Wash & Hudson City and the Site Plan for Threes Brewing East in the September 1, 2016 edition of the Suffolk Times. An e-mail confirmation of receipt for our files will be appreciated. Thanks. Carol Kalin Secretarial Assistant Southold Town Planning Board Town Hall Annex at Capital One Bank 54375 NYS Route 25, P.O. Box 1179 Southold, New York 11971 631/765-1938 phone 631/765-6640 fax 1 y ids r . MAILING ADDRESS: PLANNING BOARD S � QF 5 r P.O. Box 1179 DONALD J.WILCENSKI � OFFICE»a,�� Southold, NY 11971 Chair t� WILLIAM J.CREES y Town Hall Annex PIERCE RAFFETY ) 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ` COU ( Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 12th day of September, 2016 on the question of the following: 6:01 p.m. Proposed Amended Site Plan for Verizon Wireless at MGH Enterprises, located at 40200 NYS Route 25, ±345' s/w/o Lands End Road & NYS Rt. 25, Orient, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-15-9-8.1 6:02 p.m. Proposed Amended Site Plan for Country Car Wash, located at 6565 NYS Route 25, ±724' s/w/o Bray Avenue & NYS Rt. 25, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-125-1-19.5 6:03 p.m. Proposed Amended Site Plan for Hudson City, located at 11600 NYS Route 25, s/e/o Pacific Street & NYS Rt. 25, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-122-3-17.1 6:04 p.m. Proposed Site Plan for Threes Brewing East, located at 12820 Oregon Road, on the south corner of Cox Lane & Oregon Rd., Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-83-3-4.6 Dated: 8/11/16 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman STATE OF NEW YORK) SS. COUNTY OF SUFFOLK) Carol Kalin, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 15th day of August, 2016, she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board Southold Town Hall 53095 Main Road Southold New York September 12, 2016 Public Meeting: 6:01 p.m. Public Hearing for the proposed Amended Site Plan for Verizon Wireless at MGH Enterprises, SCTM#1000-15-9-8.1 6:02 p.m. Public Hearing for the proposed Amended Site Plan for Country Car Wash, SCTM#1000-125-1-19.5 6:03 p.m. Public Hearing for the proposed Amended Site Plan for Hudson City, SCTM#1000-122-3-17.1 6:04 p.m. Public Hearing for the proposed Site Plan for Threes Brewing East, SCTM#1000-83-3-4.6 .......m.......w� ........_�� Carol .....Ka Li.n....m......_........._......... ............�......w Secretary, Southold Town Planning Board Sworn to before me this ,1 - day of , 2016„ MELANIE DOROSKI f NOTARY PUBLIC,State of New York No, 01004634870 — Qualified in Suffolk County - Notary ublk,,-' Commission Expires September 30 ,_� MAILING ADDRESS: PLANNING BOARD MEMBERS �� " ' P.O. Box 1179 DONALD J.WILCENSKI Southold, NY 11971 Chair ��i � OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY �r� 54375 State Route 25 JAMES H.RICH III � w, r,r� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR 'b � �ti � ' `�a1� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 12, 2016 Mr. Charles Cuddy 445 Griffing Avenue Riverhead, NY 11901 Re, Proposed Site Plan for Threes Brewing East 12820 Oregon Road, s/w corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-3-4.6 Dear Mr. Cuddy: am writing as a follow-up to the Work Session held on August 8, 2016 where the Planning Board formally accepted the above-referenced Site Plan Application for review with revisions. Please submit the following directly to this Department: 1. Provide renderings and dimensions for all proposed exterior signage pursuant to §280- 80 of the Town Code; 2. Correctly note existing driveway/curb cut and existing uses on the 5007200' radius map provided. The parcel opposite Cox Lane from the subject site is a residential use and the driveway curb cuts should be appropriately labelled; The Planning Board, its Staff, Town departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this site plan or its process, please do not hesitate to call this office. Very truly yours, Brian A. Cummings Planner LAJ �TC, CHARLES R.CUDDY0 " 1(f1. 211) 2.M ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Board Mailini Address: TEL: (631)369-8200 P.O. Boa 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: cliarles.cuddyC)verizon.net July 27, 2016 Brian Cummings, Town Planner Planning Department Town of Southold P.O. BOX 1179 Southold,NY 11971 Re: F & S, LLC-Proposed Brewery p/o SCTM#1000-083-03-4.6 Dear Mr. Cummings: In connection with construction of a brewery on lot#2 of Cutchogue Business Center subdivision, we enclosed the following: 1. Site plan application 2.Notice of Disapproval from the Building Department 3.Applicant Transactional Disclosure Form 4. Agent Authorization Letter 5. Applicant's Affidavit 6. LWRP Consistency Assessment Form 7. Long Environmental Assessment Form 8. 9 prints of site plan -- 9. 3 prints of survey 10. Check in the sum of$1,150.00 representing a filing fee. 11. 2 copies of building elevations/floor plans and roofing/siding chart for Architectural Review Committee Based on our prior discussion and site plan review we would appreciate your promptly completing your initial review and advising us of any changes or additions you wish to make to these plans. Very truly yours, Charles R. C"'Lldd CRC:ik Enclosures �` SOUTHOLD PLANNING BOARD ; 16 SITE PLAN APPLICATION FORM SauthoWlI m Site Plan Name and Location Raiii hig Board Site Plan Name: Threes Brewing East Application Date: 07 / 27 / 16 Suffolk County Tax Map#1000- p83 - 03 - 4.10ther SCTM#sp/o 1000-083-03-4.6 Street Address: 8595 Cox Ln. Hamlet: Cutchogue Distance to nearest intersection: w Ce w on Coxes mmn Type of Site Plan: New....... _,_Amended Residential Zoning District Light Industrial (LI) Owners/Agent Contact Information Please list name, rrtaifin��ttl�lteP,s, andl�lat.ne number lin, the��cr al, below: e. Property OWner.-.....,......_F._ & S LLC ..._—._._ .. Street 538 Edwards Ave. City Calverton State NY dip 11933 Home Telephone Other. (631) 369-4900 Applicant.,m� F & S LLC Street .538 Edwards Avenue City Calverton State NY zip 11933 Home Telephone Other Applicant's licant's A ent or Representative: Agent p Contact Person(s)*...... Charles R. Ctiddy........Es �m Street 445 Griffing Avenue City .._Riverhead ...................I...,....—..............—State NY Zip 11901 1 Other — *Unless ..... — m..m. �..-.. *Unless otherwise reclLiested, correspondence will be sent only to the contact person noted here. Site Plan Application Form 2/18/2010 Site Data Proposed construction type: X New Modification of Existing Structure Agricultural _ Change of use Property total acreage or square footage: 0.96 ac./sq. ft. (4m1831 sq.ft.) Site Plan build-out acreage or square footage: 6,500 Is there an existing or proposed Sale of Development Rights on the property ................... ? Yes No X If yesy explaity, Does the parcel(s) meet the Lot Recognition standard in Town Code§280-9 Lot Recognition? Y X N_. If"yes", explain(and attach any necessary documentation—title report, subdivision approval, etc.) The subject proprty is "part of the approved subdivision map Cutchogue Business Center-Lot 2 Building Department Notice of Disapproval Date: 07 12 / 16 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: vacant lot List all proposed property uses: Brewery Other accessory uses: off is e and storage Existing lot coverage: N/A % Proposed lot coverage:,...............15 Gross floor area of existing structure(s): N/A sq. ft. Gross floor area of proposed structure(s): 6,50Q. sq.f t. Parking ....Data:...�„#of existingspaces-.. ....N A#of proposed spaces: 21 Loading Loadrxg Bert Yes-X, X No ....,,,, Landscaping etails: ExistNn landscape coverage: 27.6*% Proposed landscape coverage: 39 **% _......., *conservation area .* .inc.Lusl a_ :�.1 .o Va,t_ r _ ��r. 27.6 ) 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: 7 27„ 16 y e 2 Site Plan Application Form 2/18/2010 Southold PlanningD,epart ment 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: Miller James Mann inn ember of F & S, LLC Last,First,middle initial unless 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. 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 X No 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 Superintendent of Highways 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); N/A B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); .............................I C.an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: Son—in—law of Manag,ing.Member —James Miller ................ ........................................................................................................................ ........... SuInnitled day of j )a I P 2 ed 1,1 P, !"� I Print l 'anie_ James Mil Disclosure Form F & S, LLC c/o James Miller 538 Edwards Avenue Calverton,NY 11933 I, James Miller, Managing Member of F & S, LLC, hereby authorize Charles R. Cuddy, Esq. to act as my agent on the property of SCTM#p/o 1000-83-3-4.6 in Cutchogue,NY, and handle all necessary work involved in the site plan application process with the Southold Town Planning Board . F S. LLC By: nes Mi ler, Managing Mei �r r Sworn to before me this I ay of , 2016. Notary Public tWA KODYM t4otal, NPublic, X608 of Now dor ccrninission Expires March 3, 201 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK –&-S-LLC... ......... ........_being duly sworn, deposes and says that he resides at -538..... 1,waxAs..Ave. rn 1xTP,-rnn —.. ---- in the State of New York, and that he is the owner of property located at Cox Ln. CutchoguL ., SCTM#p/0 1 oo0-83--j-4.6 , or that he is the .a,.pg Member of the w.w_ ....LLC w .......... ('11de) (Specify whether Partnership or Corp.) _mmmm 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 p F ,&„S, LLC mm. Owner By: James Mt)-44'r, Ma;aagi ,Member Signed � w �� :............................... ....... ( ��rtner or Corporate Officer and Title) Sworn to me this day of i , . _........ ...... Notary Public MONA KODYM Notary PuUic, State of New York No. 0 t K06000S8B Qualified In Suffolk County Commission Expires March 3, 20 k� 07/15/2016 13:14 6317656641 SOUTHOLD TRUSTEES PAGE 01/01 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: jung 8, 2010 AMENDED: July 12, 2016 TO: F&S LLC 8595 Cox Lane Cutchoguc, NY 11935 Please take notice that your application dated Mav�1.6, 2016 For permit to construct a brewery at Location ofproperty: $59S Cox Lanc_Cutch.o u e. NY County Tax Map No. 1000- Section 83 Block 3 Lots 4.6 Is rctimied herewith and disapproved ou the following grounds: po eol use ipr w of tn_ ITl l a I p yai from tl "cr titer l l "1 r y mm' a r ing 1 of t. You rnay now apply to this.Ageucy directly This Notice of Disapproval was amended on July.X2, 2016 when tlae applicant removed theproposed retail usef frog the project and there fore removed the need,far a Special Exception, approved,from the,Zoning Board a fAppeals. (Ni m Cc: File, ZBA, .Planning Note to Applicant; Any change or deviation tot the above referenced application may require further review by the Southold Town Building Department. r . . . , �c CHARLES R.CUDDY ATTORNEY AT LAW 1RJL 21 2 Ei 445 GRI FFING AV IINUE � RIVERHEAD,NEW YORK Flaoning 13oaird Mailing Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead, NY 11901 E-mail: charles.cuddy@verizon.net July 18, 2016 Brian Cummings, Town Planner Planning Department Town of Southold P.O. Box 1179 Southold,NY 11971 Re: F & S LLC-proposed brewery at Cox Ln. Cutchogue Dear Mr. Cummings: We are enclosing a proposed site plan which is now being amended to delete the tasting area. There will be no retail sales. We wish to shortly submit the site plan application but before doing so we ask if there is any change that needs to be made to the enclosed plan in order to comply with the site plan requirements. Very truly yours, Charles R. Cuddy CRC:ik ,.. Enclosures FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: June 8, 2016 AMENDED: July 12, 2016 TO: F&S LLC 8595 Cox Lane Cutchogue, NY 11935 Please take notice that your application dated May 16, 2016 For permit to construct a brewery at Location of property: 8595 Cox Lane, Cutchogue, NY ............ ----—----------------------------- County Tax Map No. 1000 - Section 83 Block 3_ Lots-4....6 Is returned herewith and disapproved on the following grounds: Jp1pposed use is s cd to i ............... wovilfropi, (lie Soutlioldj'owti Pl;iiipj,i1g s 1'e i au i-jypp ................................... ........... You My-now apply to this agency directly. This Notice of Disapproval was amended on July 12, 2016 when the applicant removed the proposed retail use from the project and therefore removed the need for a,'Vpecial E`weptio'1'1'a,j�rovalftom the Zoning Board ofAppeals. Ni'li J.1onzed Signature Cc: File, ZBA, Planning Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. Michaelis, Jessica From: Lanza, Heather Sent: Wednesday,July 13, 2016 8:25 AM To: Michaelis, Jessica Cc: Cummings, Brian A. Subject: FW: Notice of Disapproval Cutchogue Business Center Brewery.pdf Please print for the file.Thank you. -----Original Message----- From: Rallis, Damon Sent: Wednesday,July 13, 2016 8:24 AM To: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject: RE: Notice of Disapproval Cutchogue Business Center Brewery.pdf 280-62 (5) Cold storage plants, baking and other food processing and packaging plants that are not offensive, obnoxious or detrimental to neighboring uses by reason of dust, smoke,vibration, noise, odor or effluent. -----Original Message----- From: Lanza, Heather Sent:Tuesday,July 12, 2016 3:21 PM To: Rallis, Damon; Verity, Mike Subject: Notice of Disapproval Cutchogue Business Center Brewery.pdf Damon, Can you tell us which permitted use this fits into so we can tell the Planning Board when they ask?Since we don't have the word "brewery" in the code, it would help the process to be clear about which use listed in the code this does fit into early on.Thanks. Heather FORM NO. 3V111 D TOWN OF SOUTHOLD � � 1 BUILDING DEPARTMENT '2, � SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL Pll i un �jard DATE: June 8,.2016 AMENDED: Julv 12, 2016 TO: F&S LLC 8595 Cox Lane Cutchogue, NY 11935 Please take notice that your application dated May 16, 2016 For permit to construct a brewery at Location of property: 8595 Cox Lane, Cutcho ug e, NY County Tax Map No. 1000 - Section 83 Block 3 Lots 4.6 Is returned herewith and disapproved on the following grounds: x C l WO JIM,C_w ,r � MI Iia . Ncx site l 1GNr. � _mal from the_ �aLydy Id 'owp 1"Ja7 i�.�.. .L3cr � • You may now apply to this agency directly. This Notice of Disapproval was amended on July 12, 2016 when the applicant removed the proposed retail use from the project and therefore removed the n �rlrr "lre �t�l lt�et�r rppva�a�l from the Zoning Board ofAppeals , AuthorizedSignature Cc: File, ZBA, Planning Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CHARLES R.CUDDY 4,45(-"Ral �,'IIN 'AV' tlt -; aililig Address: TEL: (631)369-8200 RO. Box 1547 2 16 FAQ: (631)369-90811 Riverhead,NY 11.901. July 7, F'-in.ai.l: cl-i.arl.es.ci.i.ddy@verizon..i-iet Mr. Damon Rallis Town of Southold Building Department PO Box 1179 Southold,NY 11971 RE: F&S LLC -Notice of Disapproval Dear Mr. Rallis: I represent F&S LLC. Based on the proposed use of its parcel at 8595 Cox Lane, Cutchogue, New York,you issued a Notice of Disapproval. A copy is enclosed. F&S LLC now proposes to construct a brewery only in this Light Industrial Zone. There will be no tasting area or retail use. This has been discussed with the Planning Staff. As a permitted use please revise the Notice of Disapproval to reflect that the use is subject to site plan approval from the Southold Town Planning Board. Thank you. Very truly yours, Charles R. Cuddy CRC:ik. Enclosure FORM NO. 3 I� J__ _,j TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. 71,aat�it9Gt" � �� o NOTICE OF DISAPPROVAL DATE: June-8.."1120116 TO: F&S LLC 8595 Cox Lane Cutchogue, NY 11935 Please take notice that your application dated May16, 2016 For permit to construct a brewery with accessory retail tastingarea at Location of property: 8595 Cox Lane, Cutchogue, NY County Tax Map No. 1000 - Section 83 Block-31 Lots 4.6 Is returned herewith and disapproved on the following grounds: 11,e 1p-I 5ttsc sit alC 1st sit r pt�r.t_t ,111,)rr�v�tl lt`ca !the.Soutt),ol l 1_�wil [,[a[')t1rr�g._13r��tte� =t,�rcf ,11a ci�w1. _I f�op'i t1w ��l�aal�l._°l'o ti oriiii& 1()) ifcl c�i ��1 , l��t� w �.ai_to A ticl m1), 28th 12. B. (9). You may now apply to these agencies directly. °L , - f ._ - ...M..„ , ° °, rt lrt� ecN Sig„ttrt[-e Cc: File, ZBA, Planning Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. TOWN OF SOUTHOLD ( BUILDING PERS APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have,,,i need the following,before applying" TOWN ALL Board ofFlealth. ..... ..... .. SOUTHOLD,NY 11971 4 sets of Building Plans_ TEL: (631)765-1802 Planning Board appwva�_ ._ FAX: (631)765-9502 SUFVCY� ........... ...... .............. SoutholdTown.NorthFork.net PERMIT NO. ................... Check. .. ...... , Septic Form___ N Y S D E,C, ............................................ ....................... - - - _ 11 . D C.0,Application .............. D Flood permit �W . ................................. .... Examined Single&sopanflc, Examined......... ........... 0 — MAY1 6 2016 Storm-Water Assessment ll,oi rn.............. Contact: ro 20 :� ......... Approved M.4. i-xr Lw i I ............ ........... C 'te Disapproved-,AA: Lb, 01 , Ph TO 6F S ..................... G 2K 7M ........... .......... ......... Building I speclor APPLICATION FOR ,1,, 111ILDING PERMIT 1,X(te 20 �'tt ............................. ...... INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Pen-nit to the applicant,Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building pen-nit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for rein)i',al or demolition as herein described,The applicant agrees to comply with all applicable laws,ordinances,building code,h 4ng code,and re(,kllations Ifiltoadinit e an e authorized inspectors on premises and in building for necessary inspections. C... ........- ...... ... ....... (Signature of applicant or name,if a corporation) NY Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder owtAm --------------------- ............. . ..............................-11111--................................ Name of owner of premises_V__ L!�.L. (As on the tax roll or latest deed) If applicant is a corporation,signature ol'duly authorized officer . ............ . .............. .... ...... (Name and title of crag poratc officer) Builders License No. A Plumbers License No Electricians License NoNoy ... .......... Other Trade's License NO. I. Loca§'on of]a d on which eogosed work will be done: ..................------------------- ................................... .................. ........................ . ......... House Number Street Hamlet County Tax Map No. 1000 Section DR . Block o,b Lot ..3.... ......... ......... L4 ( -------- ------- Subdivision 'r' 1,)' - Filed Map No. Lot 2. State existing use and occupancy of jAC1'nrses clr:d rntr:n I a1 u °and occupancy of proposed construction .... ...... a. Existing use and occupancy e�4 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair ®,11 Removal Demolition _ .. Other Work {Description) 4. Estimated t"�rst '� _,,,. Fee �U,OCA (To be paid on filing this application) 5. li'dwelling,number of dwelling units A Number of dwelling units on each floor s e , If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front ° _Rear Depth Height 1.t/A Number of Stories Depth Height Nurttber of St Rear Dimensions t f same structure^uvoth allc�r°�,'ttiott;�or acldrtion Front „�'+ 1 �^� _..�. g '� .__... tofu 's / 8. Dimensions aal°en fire new constructimi., Front � It��ra ........ ... ..! Deptlr.._ .._. . Height._ Nttrrrlcwr of 9. Size of lot: FrontRear Depth 10. Date of Purchase, __. „ ,,.,,—Name of Former Owner..... em ,��tt 11.Zone or use district in which premises are situated r7-JAL 12. Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13. Will lot be re-graded?YES _NO--...........Will excess fill be removed from premises?YES NO 14.Names of Owner of premises u rltl,lmww t r"te, AZ eyspc( 1'Ito�oktpt Nor� i'� 9 ��D.. �._. ns Name of Contractor Name of Architect I Address, l,�,�. N imneNo 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO * IF YES, C1t I"N Ilt.11.ly 1"t I t1 N"I"Rll 7'h.I " &D.1 X'. PERMITS MAY BE REQUIRED. b.Is this Nitrrlwrly within.300 feet ol',a Iklal wctlttnd?* YES NONq— * IF YES, D.I'.C.14"'RMITS MAY BE Rl.i"Q1 dIItE'liy. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet of below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?* NO—--"',"IF YES,PROVIDE A COPY. DEBORAH ,y BAI °9—SAURFE Notary Public, State of New York STATE OF NEW YORK) Registration#01 BA6336626 c�""""��y, SS: Qualified In Suffolk County �1q0 �mo �es Feb. 8, 2020 COUNTY OF�� mmission Expires � S_ CI„I l„ �_ ________being duly sworn,deposes and says that(s)he is the applicant (Name of individualsiii-ing contract)above named, (S)He is the merw _... ....._. . , -------- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn before Y e this �� k — " da of a I ! 20 .e,,. ,.hry l trbhc �tms,rq, 'Applicant MARTIN F. SENDLEWSKI, A.I.A. ARCHITECT - PLANNER ............................. May 16, 2016 Town of Southold Building Department Town Hall Southold,NY 11971 Re: F&S LLC -Cutchogue Business Center Lot#2,Use determination Mr. Verity, Provided please find the use determination application for a proposed satellite production brewery to be located at the F&S, LLC Cutchogue Business Center—Lot#2 site (Oregon Road &Cox Lane) in Cutchogue, NY. As part of the previous subdivision for this site, Lot#2 is currently zoned for Light Industrial (LI)use. Per the Town of Southold LI code, Section 280-62A; wineries with accessory retail/sampling areas are considered a permitted use, though the code does not specifically address production breweries of a similar scope. Because of the identical production process between the two, it is believed that a project such as this should also qualify under the permitted LI uses. In addition to the permitted brewery, we believe that a sampling area(not to exceed 15%) is considered an accessory use per section 280-62C (1) of the town code. This section does outline that a specific use "customarily incidental"to any permitted use shall be considered accessory. It is extremely common that breweries, regardless of size, customarily have a sampling area included in their design. As required for Town of Southold use determination, we are submitting the following items for your review: - Cover letter with initial project description - Preliminary site design&basic requirements - Existing survey of the property - Existing property covenants &restrictions - Town of Southold Building Permit Application with associated $50.00 fee Should you have any further questions, please do not hesitate to contact our office directly. V, t.r' Ly yours, M-cd [7 F. Sendlewski, AIA 215 ROANOKE AVENUE 0 RIVERHEAD, N.Y. 11901 (631) 727-5352 FAX (631)727-5335 , FOR INTERNAL USE UNLYfk,17 � J } .�..-- r r n-T1 taI �. ITE PLAN USE �:: E I CI�I` 'i�i�iy �_ IO ' MAY 2 4 2016 JUN - 7 2016 „ S00161d Town Ination PlanninyBoards —__... TOWN t ' ( Date Sent: Date:... .��.. _ -- — Project Nay C–)-z,KocL. Project Address:. --� - .� -... . 0= 3 Zonin Dis Suffolk County Tax Ma NO-1 00Le� mm , Request _ licati � l PP on and �u. P . in doc. _ r� ��t' A� p ort' g �n►�rttoa to (Note: Copy of Durl+C�rlc t ,proposed uw.we o uses squid Iae submitted.) �, 4 - . perm �- o .._ r use is ire cavi instil D o whether. eterm�nation as Al- Initial then it p� ) u� d .W . . I Dete rminatio� to � . 0. gsgc o tour rn � e Planning De artment P.D. i"` P.D. Daae Received: d1_� -Date of ents: Comm . . nature Reviewer: m Si of planning Ing D [�ilj grmin .ion Date: I I . W._ Decision-_-_.._v.. _ ......._. c . natlrrP_ of Riiilrlin a In�nPranr. SPUD Attachment The Planning Department has reviewed the proposal and agrees that site plan review and subsequent site plan approval from the Planning Board is required.Additionally, please find the attached Cutchogue zoning map that identifies the Cutchogue and New Suffolk HALO zones as adopted by the Town Board in bold outline to supplement this file. Please note that the subject parcel is not located in a designated HALO zone and would not meet the first condition of§280-62(B)(9). Thank you utchogue Zoning Legend HALO HamletCenter; Zoning Ra �i�li�i j j� /,,�, o Mattituck AC HB 13 Jlli!�/ il,j; IIIjl 'L�IInrr CG///I %r iir%: G/jiG„ l AvPeconc LB LI LIO Mil .+ 1 ! I R-40 " R-400 / RO RR j j Protected v �taura %�jo oaspl) Rd ait Rd Or o %20 ��''/i%i ¢ /i �f'� ,g��"Yid;' % '� s 44 vk o o A Rd kr 0 0.5 1 Mile a taorn t-e �" Tttis ma s� t for general reference and discussion P Map Prepared by purposes only and inot to be used for surveying,legal Town of Southold Geographic Information System mterpretatton ortfurls ictional boundaries or other precise 4p ti May 26,2016 pUrposes''No warr sties are made,expressed or implied Suffolk County Real Property Tax Service Agency concerning the colracy,completeness, reliability,or ARDS and Tax Map Copyright 2016, suitability for any r er purposes of the data or information s F County of Suffolk, NY contained or furnl hed in connection herewith. OFFICE LOCATION: ISS MAILING ADDRESS: Town Hall Annexes P.O. Box 1179 54375 State Route 25Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 � www.southoldtownny.gov COU C(OPY PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 29, 2016 Martin F. Sendlewski, Architect 215 Roanoke Avenue Riverhead, NY 11901 Re: Proposed Standard Subdivision for Cutchogue Business Center Located at 12820 Oregon Road, Cutchogue SCTM #1000-83-3-4.6 Zoning District: LI Dear Mr. Sendlewski: The Planning Board reviewed the above referenced application at their January 25, 2016 Work Session and agreed to accept the enclosed revised Covenants and Restrictions, eliminating the need for the Open Space Conservation Easement. Please file the enclosed Covenants and Restriction with the Office of the County Clerk at your earliest convenience. As previously discussed, the description on Final Map and Final Road and Drainage Plan must be revised from "Open Space Conservation Easement" to "Open Space", as this is no longer an easement area. If you have any questions regarding the above, please contact this office at 631-765- 1938. Very truly yours, Alyxandra Sabatino Planner cc: John L. Ciarelli, Esq. Patrick Elliot Enc. Revised Covenants and Restrictions DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION made this day of ____ .............__.......___ 2015, by F & S, LLC with offices at 538 Edwards Avenue, Calverton, New York 11933, hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS , the Declarant is the owner of certain real property situate on Oregon Road, Cutchogue, New York, Town of Southold, County of Suffolk, State of New York, more particularly bounded and described in Schedule "A" annexed hereto (hereinafter referred to as the Property); and WHEREAS, the Declarant has made an application to the Planning Board of the Town of Southold to subdivide said real property into five (5) building lots as shown on the Subdivision Map entitled "Final Plat for the Clustered Standard Subdivision of Cutchogue Business Center" (hereinafter Filed Map"), Prepared by Hands on Surveying, last ate _; and WHEREAS, for and in consideration of the granting of said subdivision application for tax map parcel number 1000-83-3-4.6, shown on the Filed Map, and as a condition of granting said approval, the Town of Southold Planning Board has required that this Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS, the DECLARANT has considered the foregoing and has determined the same will be the best interests of the DECLARANT and subsequent owners of said lots. NOW, THEREFORE, THIS DECLARATION WITNESSETH: That the DECLARANT for the purpose of carrying out the intentions above expressed, does hereby make known, admit, publish, covenant and agree that the said premises herein described shall hereafter be subject to the covenants and restrictions as herein cited, which shall run with the land and shall be binding upon all purchasers and holders of said lots, their heirs, executors, legal representatives, distributees, successors and assigns, to wit: 1. This subdivision is clustered pursuant to New York State Town Law 278 Subdivision Review, Approval of Cluster Development and Southold Town Code 240-42 Authority and Purpose. 2. This subdivision is subject to specific setbacks as shown on the Final Plat entitled "Final Plat for the Clustered Standard Subdivision of Cutchogue Business Center". 3. There shall be no changes to the lot lines unless authorized by the Town Planning Board. 4. No structures may be located within the Open Space Conservation Easement area shown on the Filed Map. 5. The trees on the southwestern property boundary must be preserved and integrated in any future site planning as buffers to the greatest extent practicable. 6. The required planting of London Plane Street Trees on Lots 3 and 4 are deferred for this subdivision until Lot 3 and 4 receive site plan approval from the Planning Board. At the time of site plan approval, 10 street trees shall be planted as shown on the final plat (6 to be planted on Lot 3 and 4 to be planted on Lot 4). The trees shall be a minimum of 4 inch caliper, planted 40 feet on center and shall be planted and maintained into perpetuity. 7. A right of way noted as Miller Place which provides the necessary circulation in and out of the subject lots and is provided in lieu of a cul-de-sac or other turn around at the end of the main access road from Oregon Road shall be used in conformance with the access agreement attached hereto as Exhibit A and maintained pursuant to the Road Maintenance Agreement attached hereto as Exhibit B. 8. Prior to any Building Permit that is issued for Lots 1, 2, 3, 4 or 5 Miller Place shall be designed in accordance with the specifications of Town Code and reviewed and approved by the Office of the Town Engineer and the Planning Board which provides the necessary circulation in and out of the site to the subject lots and is provided in lieu of the cul-de-sac or other turnaround at the end of the main access from Oregon Road. 9. Prior to any Certificates of Occupancy being issued for Lots 3, 4 and 5, Miller Place is completed as designed. 10. Vehicles shall not stand, park, idle or otherwise conduct any action that would impede, interrupt or block vehicular or pedestrian traffic on Miller Place. 11. All storm water run-off resulting from the development of any or all of the lots on the Filed Map shall be retained on site and shall be the responsibility of each lot owner, 12. Utilities, including but not limited to electric, gas, telephone and television, must be located underground. 13. The use of native, drought-tolerant plants shall be required in landscaping said lots. 14. Lots 2 and 3 contain 23,206 sq. ft. of Open Space created by cluster development. 15. As shown on the filed map, 23,206 sq. ft. of Open Space is located on Lots 2 and 3 in 50 foot wide and 20 foot wide vegetated buffers. 16, These open space areas are required to be maintained as scenic buffers to Oregon Road and Cox Lane. The existing row of evergreen trees located adjacent to Oregon Road and Cox Lane must be maintained in perpetuity. a. Dead or heavily damaged trees that no longer serve the purpose of visual screening to Oregon Road and Cox Lane must be replaced. b. Additional plantings of native species or plantings specifically approved by the Planning Board are permitted. c. Invasive or noxious plants may be removed, so long as the function of the landscaped buffer to provide screening from Oregon Road and Cox Lane remains intact. 17. The following uses are permitted in the vegetated buffer area: a. Passive outdoor recreation which is defined as dispersed, noncommercial, nonexclusive, and non-motorized public recreational activities that do not rely on buildings or spectator facilities and have minimal impact on renewable natural resources. Such uses include walking, nature observation, bird watching and enjoyment of the open space. b. Picnic tables are permitted. c. Fences are permitted in accordance with the zoning regulations of the Southold Town Code. d. The use of motorized vehicles for the purposes of mowing and maintaining the vegetation. e. Drainage of stormwater and sewage disposal consistent with the permitted uses of open space outlined in the Southold Town Code is permitted, so long as the function of the landscaped buffer to provide screening from Oregon Road and Cox Lane remains intact. 18. Lots 1, 2, 3, 4, and 5 are subject to an Access Easement filed with the Office of the Suffolk County Clerk and filed under Liber and Page . 19. Lots 1, 2, 3, 4, and 5 are subject to a Road Maintenance Agreement filed with the Office of the Suffolk County Clerk and filed under Liber and Page . 20. A permanent "right hand turn only" sign shall be installed at the Oregon Road egress (or exit). The within Covenants and Restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, terminated, revoked, or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor, following a public hearing. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and restrictions has occurred, the Declarant shall pay, either directly or by reimbursement to the Town all reasonable attorney's fees, court costs and other expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein. The failure of the Town of Southold or any of its agencies to enforce shall same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. The within Declaration is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and made a part hereof, as though fully set forth herein. That the within Covenants and Restrictions shall run with the land and shall be binding upon the DECLARANT and its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, terminated, revoked or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor, following a public hearing. IN WITNESS WHEREOF, the DECLARANT above named has duly executed this Declaration the day and year first above written. DECLARANT: By: .......................... ................................ .............. .�.�.... STATE OF NEW YORK ) ) ss.. COUNTY OF SUFFOLK) On this day of ..... , in the year 20 before me personally appeared known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Public __.� FOR INTERNAL USEUNL �F SITE PLAN USE DETEIR1111INATION w4 �� ullO d lb n Iniol Harming Board t a-4 f�- C9LLA, - Date Sent• — Date: _�. �_ .�_..�� Project Narn . - $5a6 ODYL Project Address: - _ Suffolk county. Tax Map No.:1D00- 3 -- - (�(Zoning District: t . Regu'est',, , --_ 1cation an .._. . d supporting docr.aI ientation a� o (Note: Colas of—Building, Pont 1 iw proposed,d use or uses should tie SL1b111ittcd.) ,QX � t eterrriin anon as to whether use is 1ittod• _ �� . , �. Nether ��tt t��as� is � u"re�..t:_ _ •• �,� . . r uilding �.. _. Sign, tu Ins eo ) Referral.. Planning Department (P.D. I/ RD. Date Received: 1�� Date of Comment:_____9 ents: Comm Signature of Planning D k' Staff Reviewer Final .Determination Date:__... ._� . _��.m.._...� _ ..��...�. Decision: N._.. c .�ah,rP of Riiildina InsnPntn r SPUD Attachment The Planning Department has reviewed the proposal and agrees that site plan review and subsequent site plan approval from the Planning Board is required.Additionally, please find the attached Cutchogue zoning map that identifies the Cutchogue and New Suffolk HALO zones as adopted by the Town Board in bold outline to supplement this file. Please note that the subject parcel is not located in a designated HALO zone and would not meet the first condition of§280-62(B)(9). Thank you Cutchogue ....... Zoning_ Legend r HALO H a n'1IetC e rite r l Zoning MattituckAC HB ?/r/��/%� 11/, �'R,��4 /r✓/�� %//// / HIS ALB ve' ri /L ✓ r 1 / �� 1" Ur / ///�i% r� LI �/i//� L IO „/ MI i WIN M I I / � . 1 . R 40 R-400 R-80 RO RRI rJ, nr i// Protected / Ott f %® l 0 f IMF J " w� '/✓ , ,iii,/1/i// � 1i ,ri:;' r / �� / r � /� <Ol r , ri Ndt a fad ri I V KI , v � 0 0.5 1 borni Ln for general reference and discussion Map Prepared by ii f� ffroses�ir�t / d not to be used for surveying,legal �i, ,/ ,r�, ,//� + Town of Southold Geographic Information System i mferpfe>;aUQn or��ffi( gdtt'€r-Mal boundaries or other precise r, /i, , i k. May 26,2016 //,�p1�r�oSesi�loa,�" �ptes are made,expressed or implied Suffolk r,r /i/ip!/11/ Suffolk Count Real Property Tax Service Agency �„/, o cernm tff� `ra completeness,reliability,or J / � �, p Y, Y P Y 9 Y /fi/' � � ! ,,, \RETS and Tax Map Copyright 2016, �;�%��tebfl�jlfof�f� ger'purposes of the data or information ounty of Suffolk, NY /// contaiped orfR� eS in connection herewith. MARTIN F. SENDLEWSKI, A.I.A. ARCHITECT - PLANNER May 16,2016 Town of Southold Building Department Town Hall Southold,NY 11971 Re: F&S,LLC -Cutchogue Business Center Lot#2,Use determination Mr. Verity, Provided please find the use determination application for a proposed satellite production brewery to be located at the F&S, LLC Cutchogue Business Center—Lot#2 site (Oregon Road & Cox Lane) in Cutchogue, NY. As part of the previous subdivision for this site, Lot#2 is currently zoned for Light Industrial (LI) use. Per the Town of Southold LI code, Section 280-62A; wineries with accessory retail/sampling areas are considered a permitted use, though the code does not specifically address production breweries of a similar scope. Because of the identical production process between the two, it is believed that a project such as this should also qualify under the permitted LI uses. In addition to the permitted brewery, we believe that a sampling area(not to exceed 15%) is considered an accessory use per section 280-62C (1) of the town code. This section does outline that a specific use "customarily incidental" to any permitted use shall be considered accessory. It is extremely common that breweries, regardless of size, customarily have a sampling area included in their design. As required for Town of Southold use determination, we are submitting the following items for your review: - Cover letter with initial project description - Preliminary site design &basic requirements - Existing survey of the property - Existing property covenants &restrictions - Town of Southold Building Permit Application with associated $50.00 fee Should you have any further questions, please do not hesitate to contact our office directly. V-11(all" 1 y yours, F. Sendlewski, AIA 215 ROANOKE AVENUE 0 RIVERHEAD, N.Y. 11901 N (631) 727-5352 N FAX (631)727-5335 TOWN OF SOUTHOLL BUILDING I AITAPPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Hcaldl ....................... SOUTHOLD,NY 11971 4 sets of Building lllans__ TEL: (631)765-1802 Planning Board approval____ FAX: (631)765-9502 Survey___ South ol(ITow n.N orth Fo rk.n et PERMIT NO. Check - ----—------------------ SepticForm _ "I'll"-------------------------- N.Y S D,E C Trustees ATrusteesD ApPlic-ot-kin D Flood Permit Examined Single&Scparate MAY 16 2016 Storm-Water Assessment Form Contact: Ca r Approved '20 BU"ING DEM 4 t A(2 mzT Disapproved a/c__-----TOWN OF SOUTHOLD ...................................................... ......................................................... Phone:L;a 11 a a---rza a Expiration_ .................20...... ........ ................. ............................. .... ............. Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work, c.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the"town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for renttedemolitional or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, 11using code,and re daiions 04toadmit authorized inspectors on premises and in building for necessary inspections. fl .......... ............................... (Signature of applicant or name,if a corporation) NY (Mailing addraas o:fapphcunl) State whether applicant is owner, lessee,agent,architect,engineer,general contractor,electrician,plumber or builder ow tA M ...................... ...... .............. -1111-1—-------- .... .................................................... ....... Name of owner of premises W_C� ........ 1-11,11, 1 . ................... ... ..... ..................... (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer ........................................ (Name and title of corporate orficer) Builders License No. A A Plumbers License No. Electricians License NO Other Trade's License No. I Locat' �n of land on which opos-ed work will be done; Aq "t3f— ................. .... House Number Street Hamlet County Tax Mat)No. 1000 SectionBlock Lot L4.(l ....... ........ Subdivision T"" ... LV'j6vy4 Filed Map No. Lot 2. State existing use and occupancy of propises and into ltd ki,–c and occupancy ofproposed construction: a. Existing use and occupancy , ,,�..r, •.. b. Intended use and occupancy3. Nature Nature ofwork(check which applicable):New Building ,Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cast Fee , 0o 1l,, (To be paid on filing this application) 5. If dwelling,number of dwelling units N/A Number of dwelling units on each floor jJ. A If garage, number of cars 0A 6. if business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimstructures,i�E" t" s,ifany: Front �. ,� _ ... 1tt it " Depth " �/ ...... ��rstrtr.,, Height Number of Stories ...m.� Dimensions f same structure with alterations or additions: Front � Hear VIOL Depth /A Heightt Number of Stories r 8. Dimensions tr t.ri(trt new construction: I rt�rit,www„.. ItCal, ® Depth, Height 0 'Number of Stories r 9. Size of lot: Front ° w%5,Qk.� . 1't,a tAr `I .OI _ Depth•. 10.Date of Purchase _Name of Fortner Owner 11.Zone or use district in which premises are situated „,, 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NON- 13. Will lot be regraded?YES NO Wili excess fill be removed from premises?YES,NO m W 14.Names of Owner of premises. 5 C 'AddrCss 1'1iorue Naa.01 t?o .. _ �- l�honc Nus --701 ._. �. Name of Architect� �� r~ t,,t„ �Addr��r,ssY”, p�ur�" �� .'�N Name of Contractor ._A Auldrtss _. Phone No , 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO\V_ * IF YES,SOUTHOLD'I'OWN '1"1i11S l 1;1 S& lMIJ,`.PERMITS MAY BE REQUIRED. b. Is this property within 300 fect ail i tidal wetland?* YES NO * IF YES,D.E.C.PERMITS MAY III:Rl Q IIR1?D. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. if elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?* YES"11V NO * IF YES,PROVIDE A COPY. DEBORAH J. BALDASSAI71; Notary Public, State of New York STATE OF NEW YORK) Registration #01 BA6336626 SS: Qualified In Suffolk County COUNTY OF Commission Expires Feb. 8, 2020 being duly sworn,deposes and says ys that(s)he is the applicant (Name of individ 1 1 s(S)FIc is the �iiggnin(g�coontrraaet}above�atitotrt cl„ AA _.-.1-- — (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application tiled therewith. Sworn to before me this day of l� 20-0,11111 f'ha I •�d,�l �rtary t"s.ml tl�r. � �m. t�ira6u.wre of Applicant t . Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, 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 e0ect9 ugQn�tlae _ustal Lat�gAwliiclj qxqd.es all Qf S ut:ho1c(..:[kWg 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 beexplained alained in detail listing both supportina and now supporting facts. 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#p/o 083 _ 03 _ p/o 4.6 PROJECTNAME Iaxe; l�n. � The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction, planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: 1 Nature and extent of action: Construction of brewery Locution of action: Cox Lane and Oregon Road, Cutchogue Site acreage:, Present land use: vacant lot Present zoning classification: Light Industrial (LI) 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: F & S LLC (b) Mailing address: 538 Edwards Ave. Calver,ton. NY 11 (c) Telephone number: Area Code( ) (d) Application number, if any: Will the action bbe directly undertaken, require funding, or approval by a state or federal agency? Yes 1:1 No[!] 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 COAST 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. F—]Yes ❑ No � Not Applicable _._ m. . -------- This use is in accordance rte . o ? w'"...... ber.. .....it. dnc ....nc t par_wi t e hi L '-,tcal.......a d cultural coastal resources Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria Yes ❑ No l`' I Not Applicable The brewery is not related to protecting or enhancing historic or archaeological resources 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 j] Not Applicable . This use will not affect the visual quality or scenic resources of the Town 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 8 through 16 for evaluation criteria Yes 1:1 No ❑ Not Applicable The ro osed brewer is no p pt near any shoreline Attach additional sheet s if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section IH —Policies Pages 16 through 21 for evaluation criteria ff . l] . Yes No X Not Applicable ut . .�� Pp 3' — not pollute adverselyeffect the Town's water su 1 and ,_ e The brewery will p ute or will make use of public water .......... Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section IH— Policies; Pages 22 through 32 for evaluation criteria. Yes ❑ No F Not Applicable This use will not impact any fish or wildlife habitats Attach ad_..... ditional 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© Not Applicable .............. The brewery will produce minimal air contamination 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. Yes ❑ No ❑X Not Applicable t are p r y _Y _.� T�-r.e.�`ra �wr, . .��:��..cw�.,p1.�1tM.az�t.s-...,o - �. ��r�c��:� l��c�� b ...�xa��1a�cw�r°y 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. El Yes No Not Applicable The brewery has no relationship to coastal waters or public lands or public lic resources. ...... _ Attach additional sheets if n ecessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III–Policies; Pages 47 through 56 for evaluation criteria. Yes [:1 No © Not Applicable Me....._ :.: ' �� c t n. over or adJacent to a water b-Qdy.................. ... .. „ Attach.ad-di._._....._._1 s'h.._. dditional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III–Policies; Pages 57 through 62 for evaluation criteria. 1:1Yes No X Not Applicable There is no connection to marine resources Attach additionalsh.. �—eets ifnecessa" �._ _.__ 1 sry Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III–Policies; Pages 62 through 65 for evaluation criteria. Yes 1:1No 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III–Policies; Pages 65 through 68 for evaluation criteria. Yes [:1 No Not Applicable The....building will be en.er efficient and will not made any � . rr�;fiW,�a��a.t....erreargya ,�3em�aad; there is no impact on mineral resou rces PREPARED BY PO '1' lwl:X Agent DATE 7/27/16 Amended on 811105 Full Environmental Assessment Form Part I -Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. 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;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the information contained in Part lis accurate and complete. A.Project and Sponsor Information. ......... .................... ................... Name of Action or Project: THREES BREWING EAST Project Location(describe,and attach a general location map): 8595 Cox Ln.,Cutchogue,NY p/o SCTM#1000-83-03-4.6 Brief Description of Proposed Action(include purpose or need): Construction of brewery on vacant lot ................................................. _............... Name of Applicant/Sponsor: Telephone:(631)369-4900 F&S LLC _ E-- Mail: ........... ..... ............................................._ Address:538 Edwards Avenue .....................__........__................._.a._ ....................... City/PO:Calverton State:NY pCode:11933 Pr ect Co ._._........ ...._._...........................tzi ................ of Contact(if not same as sponsor;give name and title/role): Telephone.(691)369-8200 Charles R.Cuddy,Es w.._____...�....................... q• E-Mail:charlescuddy@optonline.net Address: PO Box 1547 City/PO: State: Zip Code:.. Riverhead NY 11901 . --------- Property one — Property Owner (if not same as sponsor): Telephone: mmmmmmm h : same as applicant E Mail:..._---........-................. ........ Address: City/PO:...�. _.. State: Zip Code: Page 1 of 13 RESET FORM B.Government Approvals . ................ rn mmIT . ip. ( Funding includes grants,loans, ax ..............f, .. B.Government Approvals Funding,or Sponsorship. "' t relief,and any other forms of financial assistance.) Government Entity If Yes:Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Council,Town Board, ❑Yes®No or Village Board of Trustees b.City,Town or Village ®Yes❑No Southold Town Planning Board-site plan approval July 2016 Planning Board or Commission c.City Council,Town or ❑Yes®No Village Zoning Board of Appeals d.Other local agencies ❑Yes❑No e.County agencies ®Yes❑No SCDHS July 2016 £Regional agencies ❑Yes❑No g. State agencies ❑Yes❑No h.Federal agencies ❑Yes❑No i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑YesmNo If Yes, ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? m Yes❑No iii. Is the project site within a Coastal Erosion Hazard Area? ❑YesmNo C.Planning and Zoning C.I.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑YesmNo only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site E3YesE3No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action 0Yes0No would be located? b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway ❑YesmNo Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): ............ c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, Yes No or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 F RESET FORM C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. Yes No If Yes,what is the zoning classification(s)including any applicable overlay district? b. Is the use permitted or allowed by a special or conditional use permit? Yes No c.Is a zoning change requested as part of the proposed action? Yes No If Yes, L What is the proposed new zoning for the site? CA.Existing community services. a.In what school district is the project site located? Cutcho ue Mattituck School District b.What police or other public protection forces serve the project site? Souttkohl.TQt!✓�,Police ... ............ ...... _ c.Which fire protection and emergency medical services serve the project site? Cutchog,ue Fire Department d.What parks serve the project site? Southold,Town -- ... D.Project Details D.1.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all components)?industrial b.a.Total acreage of the site of the proposed action? _ 0.96 acres b.Total acreage to be physically disturbed? 0.57 7 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 6...9...7.. acres c.Is the proposed action an expansion of an existing projector use? ❑Yes®No L If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % s Units: d.Is the proposed action a subdivision,or docs it include a subdivision? ❑Yes®No If Yes, i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) .__........._ ......... ii. Is a cluster/conservation layout proposed? ❑Yes❑No iii. Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum e.Will proposed action be constructed in multiple phases? ❑Yes®No L If No,anticipated period of construction: 6 months ii. If Yes: • Total number of phases anticipated Anticipated commencement date of phase I (including demolition) month year • Anticipated completion date of final phase month ®year • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: Page 3 of 13 RESET FORM f.Does the project include new residential uses? Yes No If Yes,show numbers of units proposed. One Family Two Family Three Family Multiple Family four or more Initial Phase At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? ®Yes❑No If Yes, i.Total number of structures 1 ii. Dimensions(in feet)of largest proposed structure: 35' height; „" width; and 100'length M. Approximate extent of building space to be heated or cooled: 6500 square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes®No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, L Purpose of the impoundment: :i. If a water impoundment,the principal source of the water: round water E]Surface water streams[]Other specify: M. If other than water,identify the type of impounded/contained liquids and their source. iv. Approximate size of ta ..._..,._._._...____ �� million gallons;surface area: _ acres pp he proposed impoundment. Volume: _ g v. Dimensions of the proposed dam or impounding structure: height; length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? OYes❑No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? excavation to level site and foundation "' ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? ____ • Volume(specify tons or cubic yards): 4600 cu yds mmmmmmmmmm,.,.1111111_ Over what duration of times 30 day!sm. , M. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. loam and sand . ... .................... _____.__-- — -_________-..._ onsite dewatering or processing of excavated materials? ❑Yes No iv. Will there be o If yes,describe. _ v. What is the total area to be dredged or excavated? _ _ ... acres vi. What is the maximum area to be worked at any one time? acres vii. What would be the maximum depth of excavation or dredging? _____ s_feet viii. Will the excavation require blasting? ❑Yes®No ix. Summarize site reclamation goals and plan: etreav fitelevel... and foundation ......... __.... b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment Yes No into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): __________ Page 4 of 13 RESET FORM h� Will the proposed azd n genenate or cTnit niethaw, rrtcirrd g,but aot line s ria. b� ... . F 1 � ( limited to,;>e°�v�at?e t'•e:atrrexrt l�f�rrit��` ,�Yr°> '.VT`!o landfills,mrnpo. ,ting frrc:ilifies)? L 11stirnate aietha.nne gener.adon in tom/year(rn Orie)) ii� D ,'"tY"ibc aay n'wtlmn rr 4,a Jt r1`r:u r,r'nlrrl w"'r.Url'q'6'l'daticm Tfrc'IN a r s hl�lwled in]i,rojV".art desi�,!IrHY ✓>.,'f::�"tl r"n"VD YV.r°v$0.,,;,rpV 10 �ICU1iCIU It[W,21 Fir r lk"atll"Gr; °r Im L Will the,proposed action re,sralt in Clic release ofair pollutants li om open-air operadons,or prorc..>es,sr 0i as �.wf Y0sr'ANo quarry or landfill operation.0 If Yes:Describe operations and nalUrcx of mnissi.ons(e,g.,diesel Gxharrst,rock particOates/dust); j Will the paction result in a substantial increase in traffic above resent levels j. proposed p• els or generate substantial [:]k est No new demand fbr transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): El Morning Evening ElWeekend Ll Randomly between hours of• to fl. For commercial activities only,projected number of semi-trailer truck trips/day; ill. Parking spaces: Existing-_. .... Proposed,. ....__• __ Netmrrease/decrease iv. Does the proposed action include any shared use parking? Yes No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: Vi_ Are public/private transportation service(s)or facilities available within%2 mile of theSte? osed ro s p p YcsfJ- No vil Will the proposed action include access to public transportation or accommodations for use of hybrid,electricY,r„ JNo or other alternative fueled vehicles? vial.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing Yes No pedestrian or bicycle routes? . w.. .•., ._.. �. __. ... ......_ _ , k.Will the prPosed action(for co ercial or industrial �... ....,, only)generate new or additional demand YesE]No for energy? If Yes: 1.Estimate annual electricity demand during operation of the proposed action 150,000 h . ®... Ji. sourms/sud Anticipated pliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/lo -.. p P.. ., cal utility,or Other): 1200 AMP;PSEG from existing lines ill. Will the proposed action require a new,or an upgrade to,an existing substation? []Yes""' No 1.Idours enation. Answer o .. r•........w.......m.�._��wm��•....,w, .._.....w.... ._ _�.._.�_m�...bmm.__.. .. .... .. ... ........__m_..� p ver all items which apply. L During Construction; U. During Operations: • Monday Friday:, 7 am-Bpm • Monday .-Friday: ...- • Saturday: • Saturday: . • Sunday:. • Sunday .. • Holidays: • Holidays.. ... Purge 7 of 1 l E IEE 1 0 R li.� : . ii. Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: ------- ............... _.....w......... iii. Will proposed action cause or result in disturbance to bottom sediments? Yes No If Yes,describe: ...........--.-_ __ iv. Will proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes❑No If Yes: • acres of aquatic vegetation proposed to be remove ,p m ...........expected acreage of aquatic vegetation proposed to be removed ........................„........................ • purpose of proposed removal(e.g.beach clearing,invasive species � control,boat access): • proposed method of plant removal: .... ....., • if chemical/herbicide treatment will be used,specify product(s): v. Describe any proposed reclamation/mitigation following disturbance: c.Will the proposed action use,or create a new demand for water? ®Yes❑No If Yes: i. Total anticipated water usage/demand per day: 6,500-gallons/day H. Will the proposed action obtain water from an existing public water supply? ®Yes❑No If Yes: • Name of district or service area: Suffolk County Water Authority . ......... • Does the existing public water supply have capacity to serve the proposal? ®Yes❑No • Is the project site in the existing district? ®Yes❑No • Is expansion of the district needed? ❑Yesm No • Do existing lines serve the project site? ❑Yes❑No iii. Will line extension within an existing district be necessary to supply the project? ❑Yes Zio If Yes: • Describe extensions or capacity expansions proposed to serve this project: Source(s)....of su ...1 for the district ........ _______________________________ -----------------_. __..._ • pp y :_Suffolk County Water Authority iv. Is a new water supply district or service area proposed to be formed to serve the project site? E3 Yes No If,Yes: • Applicant/sponsor for new district: _ • Date application submitted or anticipated: .________________ .._. --_____.__ _......,._............_____.... • Proposed source(s)of supply for new district: „..,......_.m.,..m.,._..e v. If a public water supply will not be used,describe plans to provide water supply for the project: ......11 ._._._.............................................. .. ....... Vi.If water supply will be from wells(public or private),maximum pumping capacity: gallons/minute. d.Will the proposed action generate liquid wastes? OYes❑No If Yes: i. Total anticipated liquid waste generation per day: 6,500 gallons/day ii. Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial; if combination,describe all components and approximate volumes or proportions of each): 300 gpd sanitary;6,200 gpd brewery process water-300 days/year .......... ... ................. _--- .......... iii. Will the proposed action use any existing public wastewater treatment facilities? ❑Yes®No If Yes: • Name of wastewater treatment plant to be used: ............— • Name of district: • Does the existing wastewater treatment plant have capacity to serve the project? lYes❑No • Is the project site in the existing district? ( Yes o • Is expansion ofthe district needed? E]Yes o Page 5 of 13 RESET FORM •, Do existing sewer lines serve the project site? ❑Yes®No • Will line extension within an existing district be necessary to serve the project? ❑Yes❑No If Yes: • Describe extensions or capacity expansions proposed to serve this project: ------------- . _____ iv. Will a new wastewater(sewage)treatment distr to serve — ict be formed to serve the project site? ❑Yes®No If Yes: • Applicant/sponsor for new district: — .,..... • Date application submitted or anticipated: __ .. • What is the receiving water for the wastewater discharge? v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge,or describe subsurface disposal plans): ¢reweryprocesms,watertq„subs ra,t 0 leaohlnq field — _„ ............w. __. .. vi. Describe any plans or designs to capture,recycle or reuse liquid waste e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ❑Yes®No sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e.sheet flow)during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? Square feet or acres(impervious surface) Square feet or acres(parcel size) U. Describe types of new point sources. be direct iii. Where will the stormwater ..................................... _ ---- . _ ter run ff ed(a.e.on-site stormwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? -- --- — __... • If to surface waters,identify receiving water bodies or wetlands. • Will stormwater runoff flow to adjacent properties? ❑Yes❑No iv. Does proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ❑Yes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ®Yes❑No combustion,waste incineration,or other processes or operations? If Yes,identify: i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) delivery_trucks,forklift fl. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) usupt-po,nstructlpn,-.-f M q!pent__- iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) brewery steam boiler and HVACsystem g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes®No or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • Fons/year(short tons)of Carbon Dioxide(CO2) • Tons/year(short tons)of Nitrous Oxide(N20) • 1"ons/year(short tons)of Perfluorocarbons(PFCs) • i"cans/year(short tons)of Sulfur Hexafluoride(SF6) • ------ "'1'ons/yera.r(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • ----_-----------l`onslyear(short tons)of Hazardous Air Pollutants(HAPS) Page 6 of 13 RESET 1ORM h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, UyesoNo landfills,composting facilities)? If Yes: L Estimate methane generation in tons/year(metric):_ _ _ ii.Describe an methane capture,control or elimination measures included in project design e. combustion to generate heat o Y P P J g ( g•� r electricity,flaring):__ .......................1111111111111111--.111......n...__ ........ m..M.,,. -------- ----1111. 1111.... .. ...______—. 1111 i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑YesoNo quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): J. Will the proposed action result in a substantial increase in trai-lc above present levels or generate substantial ❑Yes®No new demand for transportation facilities or services? If Yes: L When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening ❑Weekend ❑Randomly between hours of �._._„ to -- . 1111.. U. For commercial activities only,projected number of semi-trailer truck trips/day: iii. Parking spaces: Existing __ Proposed Net increase/decrease iv. Does the proposed action include any shared use parking? ❑Yes❑No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: .. .... ......... _....... ..........1111 Vi. Are public/private transportation service(s)or facilities available within /2 mile of the proposed site? ❑Yes❑No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑Yes❑No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yes❑No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand ®Yes❑No for energy? If Yes: L Estimate annual electricity demand during operation of the proposed action:_ ---- 500,000 kWh ii. Anticipated sources/suppliers of.... ty p j--_ ( g ........ 11 i /1 _- electrics for the ro'ect e. on-site combustion,on-site renewable,via grid/local utility,or other): ro osed action require iii. Will the a new,or an upgrade to,an existing substation? ❑Y� 12OC�_�M P� f': tearca xastaa Mies proposed q soNo 1.Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • Monday-Friday: 7 am-6 pm • Monday-Friday: ---- • Saturday: .. Saturday:-. 111.1. • Sunday ...... - ------ • Sunday:.--- • Holidays: Holidays: ------- Page 7 of 13 RESET FORM m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, Yes No operation,or both? If yes: i. Provide details including sources,time of day and duration: fl. Will proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑Yes❑No Describe: n.. Will the proposed action have outdoor lighting? ®Yes❑No If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: site lighting on and around building 14'high LED fixtures ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen. ❑Yes❑No Describe: o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes®No If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures. ---—----------- p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes®No or chemical products(185 gallons in above ground storage or an amount in underground storage)? If Yes: i. Product(s)to be stored......... ._.µ..�......................................................... ................ ... ......... ii. Volume(s) per unit time (e.g.,month,year) .................... iii. Generally describe proposed storage facilities: ..................................................................................................................... ---- — _______ ..._ m._.._______________________.. .____..........___.....____.______.__.____.._________ ___....... ........ .............. q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes ®No insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): —....- - ---------------___.....--.___________-_.._.. ii. Will the proposed action use Integrated Pest Management Practices? ❑ N'es ❑No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ® Yes []NO of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction tons per__ (unit of time) • Operation 5 tons per-- week (unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction prefab building from factor • Operation:. operation will implement waste reduction..program.Reccycla.ble__ma-terial will be removed from solid waste stream,and disposed .......------------- - ---- _._._._._.—. of separately to reduce environmental impact ... ........ ......... ......... ......... ............... iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction dum ster that will be emptied and •mov&d to transfer station ..... .... • Operation:. _ p,mter and rc lin 1 .1,t .:.d'-w.1w .. L11. 'be eau Jed....l� �a�l i g �otg�p �rr� and moved to transfer stat.lor. Page 8 of 13 RESET FORM s.Does the proposed action include construction or modification of a solid waste management facility? ❑Yes® No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities): Transfer station ii. Anticipated rate of disposal/processing: • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment iii. If landfill,anticipated site life: _ .years t.Will proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous ❑Yes®No waste? If Yes: i.Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: H. Generally describe processes or activities involving hazardous wastes or constituents ---- ""' "' - __ iii. Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: V. Will any hazardous wastes be isposedat an existing offsite hazardous waste facility? YesONo d' If Yes:provide name and location of facility: If No:describe proposed management of an ......� ... �� p g y hazardous a dous wastes which will not be sent to a hazardous ardous waste facility; E.Site and Setting of Proposed Action EA.Land uses on and surrounding the project site a.Existingland�usm,�� .........�,,, .............................. _ru ... ..�_......................................w�. es. i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ® Industrial ® Commercial ® Residential(suburban) ❑ Rural(non-farm) ❑ Forest ® Agriculture ❑ Aquatic ❑ Other(specify):_ ii. If mix of uses,generally describe: a .. ..... b.Land uses and cove _._. .. �� ..........................._.... rtyp s on the project site. ........................ ... _....... _... ................... .......................... Land use or Current Acreage After Change Covertype ............................ _................A................... e Project Completion (Acres+/-) • Roads,buildings,and other paved or impervious 13(6,000) 61 (26,604) .48+ surfaces • Forested 0 0 0 • µMeadows ...... ....... ( ,grasslands or brusn...on... 41 (18000) ........ _ . 26(11,500) 15 agricultural,including abandoned agricultural) • Agricultural 0 0 0 (includes active orchards,field,greenhouse etc.) • Surface water features 0 0 (lakes,ponds,streams,rivers,etc.) • Wetlands(freshwater or tidal) 0 0 • Non-vegetated(bare rock,earth or fill) 0 0 • Other Describe: landscaping 0 .09 (4,27, ) .09+ Page 9 of 13 RESET FORM c.Is the project site presently used b members of the community for public recreation? .�........._ .. vvv ....EJ YesEJ o P J P Y Y tY i. If Yes:explain: „ disabilities e. schools,�d.Are there any facilities serving children,the elderly,people with d� ( g., hospitals,licensed ❑Yes®No day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: e.Does the project site contain an � �� .. w .. s p j existing dam? ❑YesZNo If Yes: i. Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • Surface area: acres • Volume impounded: ... gallons OR acre-feet ii. Dam's existing hazard classification: W. Provide date and summarize results of last inspection: f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑Yes®No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: L Has the facility been formally closed? El Yes[-] No • If yes,cite sources/documentation _ U. Describe the location of the project site relative to the boundaries of the solid waste management facility: W. ................. .... ---- ----- r, ............... . ui "' Describe any development constraints due to the prior solid waste activities: ...................... --------. _._.. .................................. .................. g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Yes®No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred: ..... .. . .�...�... ..._..................._._.._.................. _ h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes®No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No Remediation database? Check all that apply: ❑ Yes—Spills Incidents database Provide DEC ID number(s): ❑ Yes—Environmental Site Remediation database Provide DEC ID number(s): ❑ Neither database ii. If site has been subject of RCRA corrective activities,describe control measures:_____ iii. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑Ye s❑No If yes,provide DEC ID number(s): iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): ET Page 10 of 13 FORM � RES _ ............ .. .... m.. - .. .................. . ..._ ..�. v. Is the project site subject to an institutional control limiting property uses? ❑YesmNo • If yes,DEC site ID number: _.... ....___ ..�_... • Describe the type of institutional control(e.g.,deed restriction or easement) • Describe any use limitations • Describe any engineering controls • Will the project affect the institutional or en engineering controls in lace. Yes❑No • Explain: ........._.................. _. �...�.� .........�__� ....E.2......Natural ..Resources On or Near Project Site ........... ....._...__. a.What is the average depth to bedrock on the project site? __-, feet b.Are there bedrock outcroppings _............. ...___. ......... ........ ............ _.......__ on the project site? Yes No If Yes,what proportion of the site is comprised of bedrock outcroppings? mm % ....... --- c.Predominant soil type(s)present on project site: RdA(Riverhead sandy loam),CpE, % HaA d .. .. . ....... ._ ..._ .......... ... What is the average depth to the water table on the project site? Average: 40+/- feet .........................� _ ............... e.Drainage status of project site soils:® Well Drained 100%of site ❑ Moderately Well Drained: _%of site ❑ Poorly Drained of site Now After .........._.... ._ ._......... f.Approximate proportion of proposed action site with slopes: ® 0-10%: 75 %of site 92% ❑ 10-15%: %of site ® 15%or greater: _ 5 %of site 8% g.Are there any unique geologic features on the project site? YesQ]No If Yes,describe: h.Surface water fe...... ... ,.. atures. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑YesmNo ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? ❑YesmNo If Yes to either i or fl,continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑Yes❑No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: • Streams: NameClassification • Lakes or Ponds: Name ��.........................._.....--------- ---._._._._....................._._..-----..........__._. ... Classification.....r.�.rr._-.____ • Wetlands: Name Approximate Size _ • Wetland No. if regulated by DEC v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ❑Yes❑No waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: ------ i.Is the project site in a designated Floodway ❑YesmNo Is the site in the 100 year Floodplain? .._..��._..��....�.� WWW ❑,_....�. j• project y p Yes[Z]No ....... .................... k.Is the project site in the 500 year Floodplain? ❑YesmNo 1.Is the project site located over,or immediately adjoining,a primary,_ principal .. ........ _.... p p or sole source aquifer? mYes❑No If Yes: i. Name of aquifer: Page 11 of 13 RESET FORM M. Identify the predominant wildlife species that occupy or use the project site: None ..... .......... ... ...... �...... __ -- -.. . ,...0 ...... ��.�... ...... —.... None –11-1111-------------- ......... . ..... ..®.._____– – Novo n.Does the project site contain a designated significant natural community? ❑YesONo If Yes: i. Describe the habitat/community(composition,function,and basis for designation): H. Sources of description............mm ......m _. _ O or evaluation: W. Extent of community/habitat: • Currently: acres • Following completion of project as proposed .................... acres • Gain or loss(indicate+or-): _, acres o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑Yes[Z]No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? Does the project site contain any species of plant or animal that s �i.,�ted by ,�m,..,. �� ......,..... p, p j y p p tis listed by NYS as rare,or as a species of YesmNo special concern? q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑YesmN o If yes,give a brief description of how the proposed action may affect that use:„ ........ ....... ............... E.3. Designated Public Resources On or Near Project Site ..a.Is thes►te, ro'ect . .... ....�.�, � ....�... ...A.� p or any portion of it,located in a designated agricultural district certified pursuant to ❑YesmNo Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number: ........................... _ _ ... ...._._ b.Are agricultural lands consisting of highly productive soils present? ❑YesoNo i. If Yes:acreage(s)on project site? ii. Source(s)of soil rating(s): c. Does the project site contain all or part of,or is it substantially contiguous to ...... �...] �....... .._ g ,a registered National ❑Yes[allo Natural Landmark? If Yes: i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature fl. Provide brief description of landmark,including values behind designation and approximate size/extent: d.Is the project site located _ in or does it adjoin a state listed Critical Environmental Area? ❑YesmNo If Yes: i. CEA name: ii. Basis for designation: W. Designating agency and date: Page 12 of 13 RESET FORM . w.._...._ .................. .... .. _ _ d_ _... .................... e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ❑Yes®No which is listed on,or has been nominated by the NYS Board of Historic Preservation for inclusion on,the State or National Register of Historic Places? If Yes: i.Nature of historic/archaeological resource: El Archaeological Site ❑Historic Building or District ii.Name: iii. Brief description of attributes on which listing is based: ..... .____________ ........._________-- -- ........-..........................._.. ............- ...... ....... .m ...... ... _. _� . ....... . f.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑Yes®No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g.Have additional archaeological or historic site(s)or resources been identified on the project situs........ ❑Ye ®No If Yes: i.Describe possible resource(s): ii. Basis for identification: .................._._—.— ............... ..._..._____W.._. ..... _.w ........... h.Is the project site within five miles of any officially designated and publicly accessible federal,state,or local ®Yes❑No scenic or aesthetic resource? If Yes: public beaches i.Identify resource:... ......................................................................__. ii. Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): ........m.. ........... .... __.__----- ......... iii. Distance between project and resource: _. miles. L Is the project site locatem-------IT �_________ _ _______ _____________ .......................... ..... d within a designated river corridor under the Wild,Scenic and Recreational Rivers ❑Yes®No Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. N 1 s Miller Date 7/27/16 A��rlic��a�tl' � rsoN Name S, LLC Jame Sap7attar —_ Title Managing Member SET FORM PRINT FORM Page 13 of 13 RE„mmmm _ COX LANE 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 zco 4C .00' U)D x� 0' 20'OPEN SPACE CONSERVATION EASEMENT Lu I 0.0 ---------------- --------------------f---------� o ri STEP DOWN A J b7 0, 3.5'RETAINING WALL 1` J 0.0 I 3.5'RETAINING WALL r I i 0.1 Q.2 0.a 0.6 0.7 6 N J CF) I W 0 0.o I Q Q / J 0.0 0.0 o. o 0.0 Cy 1 NQ + + + + + '0. + + + Q i Y z 0.1 __-_0\1 0.1 0.0 0.0 0.1 2 .5 0.8 .0 .0 0-0.0 0 ? a - I 0.1 0.0 0.0 0.0 J 2; +4 + +0, + + w O:b- 0.4\0.2 0.1 1 0.1 0.3 0.8 f.2 1-3-, +� + i M 2.1 0.4� 0.1 0.1 0.1 i 0. %+.1 1.7 2.0 i \'9 0.0 +.3 0.1 0.0 0.0 l 1 1 _ 0.2 0 5� 3 + 2.6 5 I - P1 0.0 + .3 0.1 0.0 0.0 I �•5 0. 3 2.2 2.6 I �` 0 0.0 .3 0.1 0.0 0.0 W I I +/ 0.0 W 1 1I1 4; .9 `,0.6 1.3 +1.9 2.3 �"'+ I cn1 02Q0.1 0.0 0.0 - Z 0. �II0.6 +.3 1.9 +.3 / I W W 0 0.1 0.0 0.0 1 z o.0 W01 -- - +` + + + 0.3 LL I .1 Z Q 1 0. .4 2.2 2.6 25 0.0 1 - -� 3 F-\+ 0.0 0.0 i �- U) i PROPOSED ONE 0.2 0. ' 1.5 2. 2.8 P1 ) .7 + _ i OL w Z 3 D 0.1 0.0 0.0 Ul o.o o I STORY STEEL + + �/+/ + + �/ - w ® 1 0.1 0.4 / 14 2.2 2.6 J .3 Q i BUILDING I + �+, 1 / 0.2 01 0.0 0.0 I 0. o.o / °- I 0.1 0.4' 1.1 1.8___2.1 H N �'0.0 z i +0.1 Q o.1 0.0 0.0 LU (L 0.1 �.4 1.5. Q 0I + + 1 0.0 o i 0.1 0.0 0.0 0.o I -� ® 1 0.1 0. 1.0 1.5 1.9 .8 I� a 0.0 � 1 0.114 0.1 0.0 0.0 0.1 0.4:\ 1. 1.7 1.9 .9: 1 o.o I 01 0,0 0.0 ( \, 1 i o.1 0. 2 2.0 2.2 I 00 0.0 1 \ P1 +.3 X0.1 0.0 0.0 I O I 1i + + '�. + - 1 N 1 0.1 0. .2 2.0--2.2 1 0.0 1 ¢ I ( I I 0.3 0.1 0.0 0 .0 ( � I I I 0.0 0:2 3 2.8 1 0.2 o.1 0.0 0.1 0.3 0. 1.5 1.7 ( 7 1 . o.o i •� � I o. 0.1 0.0 0.0 I " + + + + �. + + /+ + + + + + + 75 0 0.0 0.0 0.1. 03--_ 0.4 0.3' 0.1 0.1 0.0 0,1 0.2 0.7 1. 1.2 I .2 0.0 ► �� --- J 0.1 0.0 0.0 0.0 J 4'BLACK CHAIN LINK 0.0 +0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 X0.2 0. FENCE ON 7.3't P.C.J I 0.0 -.0.0 0.0 0.0 0.0 RETAINING WALL 1 I AV + + + + Q + + + + + + + + + +� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1, 0.3 0.5 0.7 1 .6 + L I 0.0 No 0.0 0.0 W1 : WALL MOUNTED Q.0 i + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1� 0.3 0.4 0.5 .4 + r LITHONIA "LIL LED" QQ � / o.o �o o.o o.o I + + + + + + + + + + + + + + + J 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.Q 0.1 0 2 0.3 0.3 0.2 C� NIGHT SKY FRIENDLY 0.0 ( _._// I Lo.o �o 0.0 0.0 I FULL CUT OFF TYPE + + + + + +nn on nn nn nn n +h n +n a +h n + + 0 . +01 + + + I LIGHT FIXTURE �� - -- i_- --- - _ - 0.0 0.0 0.0 0.0 0.0 0.0 1 �0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 r SITE L.ISf4TING FLAN ....':, Calculation Summary Label CalcType Units AV Max Min Avg/Min Max/Min Main Entry Canopy FC @ Grade Illuminance Fc 3.5 4.0 3. 1.17 1.33 Parking Lot FC @ Grade Illuminance Fc 0.7 3.0 0.0 { Luminaire Schedule Qty Label Arrangement taLL@mp_WVigs VrnW tts LLD LDD eWiptiaa. Mount Height WALL 3 W1 SINGLE833 X3= 2,499 8.36 0.900 0.900 LITHONIA LIL-LED 8.36W,3000K;Type II dist; WALL 9' POLE 3 P1 SINGLE 3463X 3=10,389 35.0 0.900 0.900 LITHONIA KAD-LED;35W 530 3000K Type II dist; House Side Shield OLE 15' P1 : POLE MOUNTED BOTH FIXTURES ARE FULL CUT OFF TYPE, DARK SKY FRIENDLY PER MANUFACTURER. BRONZE FINISH LITHONIA "KAD" LED NIGHT SKY FRIENDLY FULL CUT OFF TYPE FIXTURE SEP 10 2018 TIMER CONTROLLED SITE LIGHTING TYPICAL LIGHTING FINISH COLOR:BLACK ALL FIXTURES AE TO UTILIZE HOUSE SIDE SH TO BE AIMED AST O NOT ILLUMINATE OFF S TE!ELDS AND LOT 2: .S.C.T.M. # 100-083-03-4.9 SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER THIGH AT PARKING AREA POLES,0'HIGH AT LANTERN POLES FIXTURE ON UGHTPOLE BASE 6ric Nicosia� �h",,;., NON SHRINK GROUT UNDER BASE ^; nn I STUB OUT APPROVED CONDUIT 2"OVER BASE 1796IST696D AIZ.GH IT6GT u t GROUNDING CONDUCTOR IN PVC CONDUIT PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631)928-4456 FINISHED GRADE K-m E-Mail: architect@optonline.net (4)3/4"X 24"GOT DIPPED GALVANIZED ANCHOR BOLTS RE D a R THREES EY�I N G EAST SEE BASE BOLT PATTERN AND THREAD EXPOSURE �C� NIC / 4000 PSI @28 DAY AIR-ENTRAINED REINFORCED POURED �` ��,C�. -, `S�q LOT 2 CUTCHOGUE BUSINESS CENTER CONCRETE FOOTINGS Rev Date:B7/2018: 4 � CUTCHOGUE, N.Y. Revised Site Lights n Rev Date:8/212018: (4)VERTICAL#5 REBAR @ 18"O.C. Revised Site Lights 3"MIN CLEARANCE ALL SIDES Rev Date:12/4/2016: SCDHS#2 - REY15ED SITE L.IGHTIN6 PLAN 2'-0" (6)HORIZONTAL#5 REBAR EO.SPACED Rev Date:10/1812016: (T,, v 3"MIN CLEARANCE ALL SIDES Planning Comments 0 ti O� Scale: As Shown Rev Date: 9/7/2018 /� Rev Day/Drai1812016: RA/ _�� GROUNDING CONDUCTOR IN PVC CONDUIT Sanitary/Dretnaga y `/ Rev Date:07/18/2016: OF fob# 15122 By: E. Nicosia Planning Submission SITE DATA SITE AREAS J OWNER: ITEM -QUANTITYUNIT COMMENT SITE NOTES F & S. LLC. T AREA(S)538 EDWARDS AVENUE ACRES CALVERTON, N.Y. 11933 BLDG, FOOTPRINT 6,548 TOTALEQOTPRINT AT GRADE 1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND MAINTAINING ALL APPROVALS, PROPERTY INFORMATION: LOT 2 PAVING & CURB 18,609 SOFT ASPHALT/PCCURB AREA PERMITS AND INSPECTIONS REQUIRED FOR DEMOLITION AND IMPROVEMENTS FROM ALL CUTCHOGUE BUSINESS CENTER SUBDIVISION SIDE WALK AT BLDG 680 SOFT POURED CONCRETE UTILITY COMPANIES AND AUTHORITIES HAVING JURISDICTION. COX LANE. CUTCHOGUE, NY RETAINING WALLS 167 S FT POURED CONCRETE In accordance with New York State Industrial Code Rule 53, prior to performing excavation the LOT 2 SCTM#: 1000-083-03-4.9 IMPERVIOUS TOTAL 26,604 SOFT ITOTAL IMPERVIOUS excavator must notify Dig Net at 811. ZONING: LI - LIGHT INDUSTRIAL: CONSERVATIONR ° RE 2. CONTRACTOR TO HAVE PROPERTY MONUMENTS AND BENCH MARKS SET AND LOT AREA=41,831 SQFT./(43,560 SQFT/ACRE)= 0.96 ACRES. LANDSCAPE AREAS 4,271 SOFT MAINTAINED BY NYS LICENSED SURVEYOR SITE INFORMATION DERIVED FROM SUBDIVISION FILED MAP TOTAL LANDSCAPE 16-327/41,831=39% DFM DATED 7/14/15 BY MARTIN D. HAND, LS. LOT LANDSCAPING 37% SQFT 37% OF SITE AREA 3. PRIOR TO WORK CONTRACTOR IS TO INSTALL AND MAINTAIN EROSION CONTROL PLAN MEASURES AS SHOWN ON PLANS AND AS REQUIRED BY ALL AGENCIES AND AUTHORITIES ELEVATIONS HEREON REFER TO APPROX NAVD 1988 AND ARE HAVING JURISDICTION. THE RESULT OF ACTUAL FIELD MEASUREMENTS. INCLUDES CONSERVATION EASEMENT 4. ALL EXISTING STRUCTURES AND IMPROVEMENTS REMOVED ARE TO BE BACKFILLED AND ®� LANE FLOOD ZONE: ZONE X- NO BASE FLOOD ELEVATIONS DETERMINED COMPACTED WITH SELECT GRANULAR FILL COPACTED TO 95% MAXIMUM DENSITY AND AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103C 0142 H EFF. DATE: SEP. 25, 2009. ISITE QUANTITIES PROPER MOISTURE CONTENT DETERMINED BY THE MODIFIED PROCTOR DENSITY TEST. 5. NO DEBRIS ARE TO BE BURIED ON SITE. ALL UNSUITABLE MATERIAL AND DEBRIS ARE TO 50' ROW PC CURBS 624 LINFT. 8" COMMERCIAL CURB BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH AUTHORITIES HAVE JURISDICTION. SIDEWALK 420 WICURB RAMP PROPOSED BUILDING AREAS: 4' CHAIN LINK FENCE 97 LINFT. BLAC 6. PROPOSED DIMENSIONS, LOCATION AND GRADES FOR CURBS, WALKS AND SITE EXISTING EDGE OF PAVEMENT 6' CHAIN LINK FENCE 20 SLATS & GATE IMPROVEMENTS TO BE VERIFIED WITH EXISTING CONDITIONS BEFORE CONSTRUCTION. AREA: SOFT DESCRIPTION/ USE STORM POOLS 80 V.FT. CONC. MO BREWERY 6,500 PRODUCTION &OFFICE&STORAGE 1 HPED IPE 10 LIN.FT CONNECTINGPIPE 7. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND DETAILS. S 59055'31 " E MEZZANINE 812 OFFICE/STORAGE 8. ALL IMPROVEMENTS BE CONSTRUCTED TO CONFORM WITH FEDERAL 4.0' W CONC. MON. TOTAL 7,312 TOTAL GROSS AREA TREES 19 QTY AMERICANS WITH DISABILITIES EOS ACT AND WITH NYS CODES AND LOCAL REQUIREMENTS ' Y 194.5 ),06%0� .00' I SHRUBS 47 QTY PLUS GROUND COVER ENTRY ROOF 48 ROOF OVER ENTRY 9. ALL CONCRETE CURBING, SIDEWALKS AND DRAINAGE STRUCTURES ARE TO CONFORM CV M M ' R I m FOOTPRINT 6 548 TOTAL GROSS SOFT FOOTPRINT. TO TOWN OF SOUTHOLD STANDARD DETAILS AND SPECIFICATIONS. (� "' 20' OPEN SPACE CONSERVATION EASEMENT oco 10. TOWN OF SOUTHOLD SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL r M STEP D01WN I O CONSTRUCTION. I o z ZONING ANALYSIS- ( � o 0 7 0 3.5'RETAINING WALL 11.ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS AND PAVEMENT MARKINGS SHALL ------ I wZONING: LIGHT INDUSTRIAL (LI) DISTRICT Iw s.5'RETAINING WALL P.C.CURB I PROPOSED USES: BREWERY BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES OF THE N.Y. STATE MANUAL OF a UNIFORM TRAFFIC CONTROL DEVICES AND AS DIRECTED BY THE TOWN OF SOUTHOLD ® Z I O j FROM TOWN OF SOUTHOLD: BULK SCHEDULE FOR BUSINESS, OFFICE AND INDUSTRIAL 1 g Z Z W o I 1 DISTRICTS STRUCTURES (280 ATTACHMENT 4) ILO w UJ 6"P.C.SLAB a N o I �- I N �mM ~ �of = I CV I PROPOSED GENERAL NOTES i co 29.2' 9.5i o 19.3' 22.3' I LOT SIZE (s ft.) 40,000 41 31 0.96A COMPLIES 5.0' 37.4' I ' r--"""-- ------- �, --------- ------ --- L T DEPTH feet 150' 212.02' COMPLIES 57.T OVERHEAD 4D1119 1. THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS &SPECIFICATIONS. I DOOR I ' ' COMPLIES WITH SUBDIVISION I N I SIDE YARD feet 20' 57770.5' COMPLIES WITH SUBDIVISION 2. DEVIATION FROM THESE PLANS, UNAUTHORIZED DUPLICATION OR REUSE WILL NEGATE 1 " I BOTH SIDE YARDS 40' 127. ' COMPLIES WITH SUBDIVISION Z I �"' I ! REAR YARD feet 7 ' NA N/A' COMPLIES WITH SUBDIVISION CERTIFICATION AND IS A VIOLATION OF NYS LAW. w I I Z ,Z / �/ o Q U LANDSCAPE AREA (%) 25% 39% NATURAL & LANDSCAPED 3. THE ARCHITECT AND ENGINEER IS NOT RESPONSIBLE FOR THE DISCOVERY, PRESENCE, a ® w 1 i� w � 1 ! z PREVENTION, REMOVAL OR HANDLING OF ASBESTOS, HAZARDOUS MATERIALS, GASSES, 0 41 831 LOT AREA-26 004 BUILDING & IMPERVIOUS = FUMES, MOLD AND OR MILDEW. ° w 1 Z1:3 15 827 SOFT LANDSCAPED AREA/41,831= 37%. � INCLUDES CONSERVATION EASEMENT Z LL ,M co W ® w O =N ti Q. O I� CO Z MAXIMUM DIMENSIONS ALLOWED PROPOSED COMMENT 4. THE ARCHITECT AND ENGINEER ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION, W I IX LOT COVERAGE ° 30° 15.6° 6 548/41 831- 15.6° MEANS METHODS, TECHNIQUES, SEQUENCES, PROCEDURES OR SAFETY PRECAUTIONS z W � 1 CF- 1W BUILDINGHEIGHT (feet) 35 28+ COMPLIES AVG. NATURAL RADE AND PROGRAM IN CONNECTION WITH THE WORK. THE ARCHITECT OR ENGINEER SHALL I - O O W I .Z I w NUMBER OF STORIES 2 1+ MEZZANINE MEZZANINE= 13% FLOOR AREA NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS OF THE OWNER, CONTRACTOR OR W W PROPOSED ONE ♦^ 1 SUB-CONTRACTORS. Z w zo j a = N j I o STORY STEEL r- I ¢Z 1 HEIGHT OF BUILDING 6. ALL CONTRACTORS AND SUBCONTRACTORS SHALL PERFORM ALL WORK IN ` O Z W I BUILDING 00 1 Z a I The vertical distance measured from the average elevation of the existing natural grade adjacent to the T COMPLIANCE WITH NEW YORK STATE BUILDING, PLUMBING, MECHANICAL, ELECTRICAL, o U I I building, before any alteration or fill, to the highest point of the roof for flat and mansard roofs and to ENERGY, FIRE SAFETY CODE,AND REFERENCE STANDARDS. �n w j Y Z N W W the mean height between eaves and ridge for other type roofs. Q > '� s 7. ALL CONTRACTORS AND SUBCONTRACTORS SHALL PERFORM AND/OR INSTALL ALL wca W Q I LOT COVERAGE PORTIONS OF WORK IN ACCORDANCE TO MANUFACTURER'S SPECIFICATIONS UNLESS l " _ > That percentage of the buildable land existing on a lot which is covered by the building area. ` Amended 4-10-2007 b L.L. No. 11-2007 SUPERCEDED BY STRICTER REQUIREMENTS OF APPLICABLE BUILDING CODES AND/OR o I d O N I i L Y l - REGULATIONS. 0. a I �� 1: 8. OMISSIONS FROM THE DRAWINGS OR THE LACK OF DESCRIPTION OF THE DETAILS OF 5.0' �}.5' 19.0E::::'] 22.1' 20.0' 20.0' 4.9' PARKING CALCULATIONS WORK WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE 50.0' REQUIRED SETBACK L I DRAWINGS OR WHICH ARE CUSTOMARILY PERFORMED SHALL NOT RELIEVE THE Y � I � 280-78: OFF STREET PARKING REQUIREMENTS CONTRACTOR OR SUBCONTRACTOR FROM PERFORMING SUCH WORK, BUT SHALL BE 56.4'SETBACK I i 65.0' 70.5'SETBACK 1 PERFORMED AS IF CORRECTLY SET FORTH AND DESCRIBED TO FURNISH A COMPLETE 1 _ -- ---- Light ) i , . . i I 3.5' OVERHEAD OVERHEAD I I "^'„�,�,.�,_., s. m.v:':.; y. .qi .,,. _! !° ----- - I BREWERY Li ht industrial uses 1 r em to . or 1 per 500 s ft of floor area, whichever Is rester • INSTALLATION IN ACCEPTABLE CONDITION. 43.5 1-" Do R DOOR 2s' 45.0'REQUIRED SETBACK 1 q g _ ry PCA APRON PC APRON I 1 MEZZANINE Light industrial uses 1 per employ. or 1 per 500 sqft of floor area, whichever is greater 9. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER LINK FENCE-" q; CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY ARE I I WITH SLATS O O � 1 I I 1 15'X45'LOADING BERTH I I Size of spaces. Three hundred fifty square feet shall be considered one space (to provide room for INDICATED ON THE PLANS. 9'DIA.X 25'H.GRAIN I ! I I `---------- o O O standing area and aisles for maneuvering). Aisles between rows of parking spaces shall be not less LIST OF SITE PLAN DRAWINGS � STORAGE SILO ON Pte.-1- � t---------- -------------------- ----------------� O _ 10. ALL CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS, SLAB/FOUNDATION I O ,o I I than 22 feet wide, unless reduced for sixty-degree-angle parking, in which case the aisle space should SHEET TITLE DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION, AND AS ANTICIPATED OR INFERRED M I I be not less than 16 feet wide. Entrance and exit lanes shall not be computed as parking space except AC-1 ZONING/DATA/ALIGNMENT PLAN ASPHALT PAVING I I for driveways for one-family and two-family residences. The minimum parking stall width shall be nine , PRIOR TO PRICING OR BIDDING. THE OWNER SHALL BE NOTIFIED IN WRITING OF ANY _ 4'BLACK CHAIN LINK I O C ° I - I Y Y Y p g DISCREPANCIES OR OMISSIONS, WHICH WOULD INTERFERE WITH THE SATISFACTORY FENCE ON 7.3't P.C.I o O I O 1 feet, and the minimum length shall be 19 feet. AC-2 EXISTING CONDITIONS/ 500 RADIUS RETAINING WALL r; EXECUTION OF THE DESIGN AND OR THE COMPLETION. O In AC-3 LANDSCAPING / LIGHTING PLANS IN THE CASE OF DISCREPANCIES ON THE DRAWINGS,ANY BIDDING CONTRACTOR OR - 1 O ! zo 1 N I Access. Unobstructed access to and from a street shall be provided. Such access shall consist of at AC-4 GRADING/DRAINAGE/UTILITY PLAN TEST BORING L__ __ _ _____ _ __------ _ SUBCONTRACTOR SHALL ASSUME THE MOST COSTLY CONDITION WHEN BIDDING AND I � MW-3:10-18-2011� o '-' � I � I least one fifteen-foot lane for parking areas with more than four spaces but less than 20 spaces, and at AC-5 WATER/SANITARY PLAN PERFORMING SUCH WORK. ° MW- 60.51 I O O 12 ° least two ten-foot lanes for parking areas with 20 spaces or more. No entrance or exit for any off-street AC-6 SITE DETAILS I m O I parking area shall be located within 50 feet of any street intersection nor exceed a grade of 6%within 11.ALL CONTRACTORS AND SUBCONTRACTORS SHALL OBTAIN ALL BUILDING INSPECTIONS j N 9.0' 9.0' 9.0' 9.4' M 25 feet of any street line nor 10% at any other point.All points of ingress or egress shall be AND REGULATORY APPROVALS AND MARK-OUTS AS NECESSARY AS RELATED TO THEIR 1 I appropriately signed, unless such signing is considered unnecessary by the Planning Board. �% RESPECTIVE DISCIPLINE. Z CONC. MON. 2.9'1 I LP,C.CURB C I X1%0 SITE USE AREA RATE PARKIN REQUIRED "Yo 12. ALL CONTRACTORS AND SUBCONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH N 59°55'31 " W 191 .01 CONIC. MON. BREWERY .6.500. _... 11500 13-SPACES MEZZANINE 812 1/500 1.6 SPACE ALL DRAWINGS AND SPECIFICATIONS, AND SHALL INSPECT THE EXISTING CONDITIONS IN j DIMENSIONS RELATED THERETO DO NOT SCALE THE FIELD AND FIELD MEASURE AND VERIFY ALL DIMENSIONSF THE BUILDING AND DIMENSIONS HALL ALL I I � LOT 3 TOTAL 7,312 1/500 15 TOTAL REQUIRED IP° c0-r�tiF �� GOVERN ALL DRAWINGS. REPORT ANY DISCREPANCIES OR MISSING DIMENSIONS I N ° TOTAL PARKING PROVIDED: 21 SPACES REQUIRING CLARIFICATIONS IN WRITING PRIOR TO COMMENCEMENT OF THE WORK. "' ;_-----"--_-___------'w-_ All OFF STREET LOADING -1 SPACE REQUIRED/PROVIDED �J c �" / \ Size of Loading spaces. Each required loading berth shall be I 1` at least 15 feet wide, 14 feet high and 45 feet long and in no 0 I / event smaller than required to accommodate vehicles z I / - normally using such berths. /� OCT 2 5 2016 NORTH AII �I�'}� p I KEY MAP N.T.S. i.•I�N M E I I T� i.AN LOT 2: 100-083-03-4.9 S.C.T.M. # SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER N 0' 10' 20' 410' 1100' 1 4 eric Nicosia 1 5' 30' tt_ I t 1z�C�IST6IZ�D ARLNIT6-GT BAR SCALE Scale: 1 2,0 PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631)928-4456 E-Mail: architect@optonline.net 0, THREES Bi�EY�l N IS EAST C9 s%y LOT 2 CUTCHOGUE BUSINESS CENTER Q CUTCHOGUE, N.Y. * ZONII�ICG/DAT,�/�LIGNM�NT FLAN Rev Date:10/18/2016: N Planning Comments .� 5 �- Scale: As Shown Rev Dat 10/18/2016G_1 Rev Date:08!182016: Q Sanitary/Drainage RevDate:Su7/18/2016: N .� ob# 15122 By- E. Nicosia 1 0176 Planning Submission E ISTly D IVE LIPA 2 .�. H z } COX L • • • • • • • . . . • - - - • • • - • • -�6s-f201ev P--- • • • • EXISTING 12"S.0_W.A WATER MAIN EP:55.06' EP:53.79��54 EP:53.33' '----56 EXISTING EDGE OF PAVEM T EXISTING EDGE O CONC. MO � -.--- — 58 CONIC. _ CONNb C. MON. /\ OPEN SPA 194.52 .90' �- - - N N CONSERVATI6N2' p E;{ NOW OR FOCOUNTY SUFFOLK N 59°55'31 " W EASEMENT , , 34.1 �' II ,sc`rM#1000083000200012007 60' .58_56 9 N - ZONING,AC AGRICULTURAL •/ N ; ` l 54 � CONSERVATION 777000"--- II USE:AGRICULTURAL z �N _ \ 1 �� e i 0 11 NOW OR FORMERLY:LIEB VINES,LLC. •2 ti 0 , 1� O �� t � SCTM#1000083000300002001 � 13050 OREGON RD ZONING:AC AGRICULTURAL CONSERVATION Q ti N USE:AGRICULTURAL/RESIDENCE 1 1 NOW OR FORMERLY:TOWN OF SOUTHOL6",, ;Q w NOW OR FORMERLY: SCTM#1000083000300002002 ' 54' ZONING: SCTM#1000083000200012008 ZONING:AC AGRICULTURAL CONSERVATION ZONING:AC AGRICULTURAL USE:AGRICULTURAL CONSERVATION \ 1 N SO USE:AGRICULTURAL O �•9 cn r— � S\ J , X BUILDING SET ACK CNV LOPE 'T el ET / t Z NO CULTURAL OR HISTORIC > I FEATURES LISTED WITHIN 500' NOW OR FORMERLY:BOYD,GREGORY A. NOW OR FORMERLY:ANTONE BERKOSKI � ® / — - N� r d 1 ME' SCTM#1000083000300003001 SCTM#1000083000300003002 p - '\ S cn Or J WAI 12950 OREGON RD 8580 COX LANE w Z - M �� `( ` 45 �• M ZONING:AC AGR ICU ONSERVATION ZONING:AC AGRICU ONSERVATION o w / R� \�� 0 o FIN.F USE: ESIDENC USE EStDENC w / PUBL A o G PUB z 0 Q ' W �` 1- / ' , , I L ��/� � � V V) I' LL n O O I s COX LANE w I N O621/ 5.0'rROa o... .E", W LL / S 58°55'31•E rox 475,72- 19452; 75.72' '^'•'g ' ILL! J / \ t 194 52; oo' ' 281.20 + c.cx ' ,( � W ° U J f n o z ZM 1 t , z� a z I LOT 2 W U « ' Jo �J ' (91 Lil / W Q o J ° o �_ �� g }oQZ�W � 0 . 960 \� ~ 25.4 N b a ".N. LLL Q w I a 3 a3,. � � �- H t- _ z�oo�ZJ a� ;, m= w�o�o� I 1 " 41 , 831 S 'w` . FT.O J O < �ZNZ,:)P LOT2 w s �OU_,Z-�>:0 0- w N 0.960 ACRE j Q o 0— mii JZ�WU>Q Z 41,8315Q.FT. ° • . 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SCTM#1000083000200012011 e SCTM#10000830 0300004007 : ui U ti J Q Z � ZONING:AC AGRICULTURAL €� z o �_ W W Q = I CONSERVATION <�g 12820 OREGON RD a o tu I Q„ Cn W m I LP LP s i SUBDIVISION LOTS 1,3,4&5 =z; �0 0 J -JCO USE:PRIVATE RD ZONING:LI LIGHT INDUSTRIAL ! � ' % z o w Q O Z NOW OR FORMERLY:ZUHOSKI,DAVID USE:INDUSTRI WACANT p3, }o J z t- O I \ I I PUBLIC WATER U oU=), SCTM#1000083000200013007 X � ZONING:AC AGRICULTURAL w m O o U o I �. �. ,� �Y O J—J CONSERVATION LOT LOT O(2 o`r' In USE:PRIVATE ROAD 1.593 ACRES 3 1.1p40ACRES.-' O o w I.LI Q N 66,363 N 50,114 ; �LL oU�d SQ.FT. - ,SG1,F r"" LOT O 2 2 a.i J ----o i N RES — 1 Z110 CJ � ` sQT C z p� O ` TEST BORING L_ \ 01 b- z N MW-3:10-18-2011 I N r LO _ 2 ELEV 60.51 I I I I ° U ONC MON 3 60' ® \ I ° O i NOW OR FORMERLY:ZUHOSKI,STEVEN °° ' M SCTM#10000830100200013008 ' CONC. MO 40.00 ZONING:AC AGRICULTURAL ba �" MILLER PLACE �' CONSERVATION °0 50$1�170F WAY06 1 - PRIV T 62' ' W N 5 °55'31 " W p� 56' S4' 191 0 °NC. MON. 146 20 146.20' USE:AGRICULTURAL = zszs 869'ROW °oN°.NON."° 35.00 CONcMO a 60' 58' CONC.MON N 59°55'31"W 513.96' I Z n_W \ • NOW OR FORMERLY: \ O>O I JEANNE M.GRACE&DONALD J.GRIM \ I I 0 SCTM#1000083000300004005 (N w w _ 12260 OREGON RD w ` _ \ O ZONING: LIGHT INDUSTRIAL USE:JUNK YARD \ \ 54�► ` PUBLIC WATER \ \ \ a � - - - - - - - - - - - - - - - - - - - - - N.1,�55� V Y — 146. 00I $ ✓001 � — -� t2 ` O 60' 50 _ > ` '62' C Scale: 1"=100' z z 62' W O W � ^ \ \ Z_ - , oo F— SOIL CLASS. DESCRIPTION 0.0 TOPSOIL (EL 60.5') , TAN BROWN SAND OCT 2 .5 2016 -5.0' COURSETO EXISTING GONPITIONS MEDIUM SAND, 3 SW MIXED GRAVEL LOT 2: S.C.T.M. # 100-083-03-4.9 -DRY (E 118.5' SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER highest expected—) -42 N — — 0' 10' 0' 40' 100'uncTwaler5 6ric SW DAMP- " GROUNDWATER (EL10.5' 50 5' 30' ENCOUNTERED Scale: 1"=20' Iz�(AISTU7 E D WCH ITU T couRs�To BAR SCALE . SW MEDIUM SAND, PO Box 879, Rocky Point, N.Y. 11778 MIXED GRAVEL Telephone: (631)928-4456 -WET- (EL 0.5') 60 E-Mail: architect@optonline.net TEST BORING MW-8 �ECgRC � THREES 33REY�lING EAST BORING LOG MW-3 BY MILLER �g \C NICO yj� 9 LOT 2 CUTCHOGUE BUSINESS CENTER ENVIORMENTAL GROUP,INC.. � � S' � CUTCHOGUE, N.Y. DATED 10-18-2011 (ELEV:60.51) tU HIGHEST EXPECTED GROUNDWATER T o ESTIMATED FROM MAXIMUM 8' � FLUCTUATION IN GROUND WA11-ER * EXI5TIN-6 CONDITIONS/ 500' RA1DIU5 DATA BETWEEN 1976 AND 2012 AT Rev Date:10118/2016: N USGS MONITORING WELL Planning comments 8/2 �`�° Rev Date:08/1016: ,7 Scale: As Shown Rev Date" 10/18/2016G_2 410104072303301S53324.1 LOCATED 1.2 Sanitary/Drainage µ MILES SOUTHWEST OF SITE RevDngSub/18/2016: - TO 15122 By: E. Nicosia 2 OF 6 COX LANE COX LANE EXISTING EDGE OF PAVEMENT S 59055'31 " E + + + + + + + + + + + +0.1=.o + + + + + + + + + 0 0 0 0,0 0_,0 0.0 0.0 0.0 0.0 0.0-_�.�_ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 194.52 1 z co 4 .00 --- Z m 4 .00' NATURAL AREA 0Z) I. N O I TO REMAIN X U 1 U 20' OPEN SPACE CONSERVATION EASEMENT i Lu i 0• 20'OPEN SPACE CONSERVATION EASEMENT I Lu I + J I v --------------- ---------------------------- STEP GOWN 02_ I 0909 I Z_ 0 i - - - ST_ER DOWN N ( 03.5'RETAINING WALL ✓° 09 09 I ~ ( 0 3.5'R TE_A-ININ L I tv 7.0" MIXED ANNUAL BEDS 03. 03- 03 03 03 Ofi 06 OB oa 04 04 04 08 08 09 1 0. I ~ 7.0 W 3.5'RETAINING WALL I I W I w ! + 3.5'RETAINING WALL + + + + + + + 1 ) ¢ m a i QI i O 0. ; JIL �.6 0. 0.9 0.6 3 0.2 0� 1 0.1 I RE-VEGETATE o a -' N o a Q I I WIDE NYLON WEBBING I Z c7 ¢ I 1 I Z O DISTURBED Y z O Q a Y Z + + 1 I ROOT CROWN TO BEAT FINISH I g v z Z z I AREAS WITH 0 0 a s Z I �' 1 CL O i _j U a .6 1.0 1.3 1.4 1 1 .7 0.6 0. 0.3 01 2 + ' I I I GRADE OR 1-2"ABOVE GRADE = I NATIVE RYE m W o I I J I m W 0.1 GRASS BLEND TO w_ o w w w = r 2"x2"WOOD STAKE AT I MATCH EXISTING x I I + 1 k.7 1 1.2 1.2 1. 2 0 0.8 o. .4 .3 Ol + 2"SETTLED LAYER OF MULCH I n 1 N 1 ° I OR BELOW GRADE FIELD M � / I o.1 =Tell anoo oo"- p + + + + + + + + I t FINISH GRADE _�_-°oo°o° o°o°o° ° - TILLED OR BROKEN UP SOIL i F 09 09 g OB I I + I 9 1.0 �.1 1.5 6 .4 Ol 2 0.1 0. 11 MIN 12"DEEP I 1 0. - I oe o 04 oa o o + + + j X WIDTH OF I 04 O6 01 I + I 2 8 0.6 0. 0 2 + ROOTBALL i Oa i 0. i 1 0. TREE PLANTING (>3 CAL.) �- 1 rr I 0 09 I I + + + + + F- ( 04 os + F- I 0 8 0.9 0.6 0.4 0 3 + r %0. NOT TO SCALE ® LU I 0 9 Q I Ur °' LU I a iQ W I I ° 09 I Z ® W 1 C1 WI I 1 0 + WI 5 . 2 3 0. 0.4 2 + �+ cn ( t1t of I � ° to I 0. Z W i o4 09 s U.. i �,� m LU 4r + + + + + 1. .2 1.4 0. 0.5 3 I WIDE NYLON WEBBING ® LL W Z 1 04 09 O i O 10 Z 0. Z 1 ,a0°, 01 0 21 ROOT CROWN AT Q Q 1 04 09°9 i Q 1 2. + .3 + .3 0.8 D.5 + 3 -- FINISH1 GRADE, I� d > 1 oa 0. 0. 0. I OR 1-2"ABOVE GRADE !� I I > 1 1 X Q' 2"x2"WOOD STAKE AT _ W W Z U i PROPOSED ONE o e U. i Lu = I U) I1 PROPOSED ONE i e + + 1 + 7 0 3 OR BELOW GRADE w �- Z I I I z °' Z I I 0.�0. 2"SETTLED LAYER OF MULCH w _j2 I STORY STEEL °� 1 I I STORY STEEL + + + 4.. �y ® Z_ W LU I 07 Oa I I O 0. LU 1 .1 .9 5 a 0.%0.. -i '- �:°on ° ST��_TILLEDORBROKENUP O ( BUILDING t 1 BUILDING F =k' I I- Q I 05 W I Q I W ,! it = SOIL MIN 12"DEEP (n Q~ _°�,iT LTi=i��n?i Z 01 I I + + + + + + FINISH GRADE __ - W CO 1 Os CD + Q. I os 1 0. � 1 0 0 .5 3 0 2X WIDTH OF ROOTBALLUj LU Z i 09 9 Q i W LU I Z I I { EVERGREEN TREE PLANTING o °56 0 0 0 09 g � 0.0 0 5 i. 0.9 0.6 0 + 3 >0 NOT TO SCALE Da 1 07 1 v I 0 I 7 01` ^ i o 0.0 i 2.1 .1 0. 0.5 3 1.1.. I o� I.i ! I I 04 °no .Oi. I 0.0 1 4 1.6 2.2 1.3 0. 0.4 2 + 0. ROOT CROWN TO BE I 04 0909 V I � I • 'd' I AT FINISH GRADE OR 1 9 1-2"ABOVE GRADE I Oa I + I + .8 2 3 1 3 0. 0.4 + 2 + 2"SETTLED I 01 I 0.0 ' 1 � 0.1 0. LAYER OF MULCH 1 04 I I p1 nn0000 00000"1E,ii=� u11 L :02 06 06 06 9 9 W4- 1.9 .9 °. U..4 + + 1 FINISH GRADE ono oao ,i= I 04 I + I 4 i-_ui` m TILLED OR BROKEN 03 09 N 0.0 I 0.1 0. UP SOIL MIN 12"DEEP I � I I I V) I O O O I I �' 0.0 I 1.1 2.2 + .4 .3 + .0 + .9 + .6 0.3 + 2 + + 2X WIDTH OF a 0.1 0. �11 7 '92 .1 .7 .9 .4 .5 2 1 0. 0.3 ROOTBALL 1 � O O ( 1 J TYP. SHRUB PLANTING: I W '�� o i 0.1 I INDIVIDUAL PLANTING HOLE _ I ► = 1 + 1 1.3 1• 2.5 2 0 1 4 . 1.3 0.5 .3 Q 2 + + + + + + + + + + + +1 + + 4'BLACK CHAIN LINK I O (; I I 0.0 4'BLAC CHAIN INK I 0.1 C 0. 1 NOT TO SCALE FENCE ON 7.3't P.C.I O I Q I FENC ON 7.3't .C. 00 I I RE AINING W LL + + + + + + + + + + +I C) RETAINING WALL i O i L i i 0.8 1. 1.2 1.3 1.3 1.5 1.3 1.3 1.2 0.9 0. .7 0 5 0. 0.2 d 1 O 1 I O I I N I 0.0 I .. N I I 1 0. + + 0. 0. + + .6 0 5 0. 0.4 0. + .2 +I 1 0.1 I r- 1 O 03 O i 0.0 i O 1 O 1 O O ❑ 1' 03 + + + + + + + + + + + O 1 03 (� 1 0.0 I 0. 0 3 0. 0.2 0.2 0.1 1 0.0 ( 1 N I I I (n I I + + + + + + + + + + + z 02 + 0.1 1 I 0.0 I I 01 - 01 01 1 N59°55'31 " V'V 191 .01 '' 0.0 0.0 0.0 0.0 0.0 0.0 ;0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 +0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0. LOT 3 VEGETATE SLOPE: I HYDROSEED WITH NATIVE 1 RYE GRASS BLEND TO �I/I TF L I G HIT I N G FLAN I MATCH EXISTING FIELD i OVER JUTE MESH 1 EXISTING EVERGREEN PLANTINGS WITHIN I EROSION CONTROL L I CONSERVATION EASEMENT TO REMAINI ( PREPARED TOP SOIL I I `<�� Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Entry FC Level @ Grade Illuminance Fc 3.5 5 2 1.75 2.50 Parking Lot Hor FC @ Grade Illuminance Fc 0.94 3.2 0.1 9.40 32.00 7 77 LANPSCAFINS FLAN Luminaire Schedule r Qty Label Arrangement Total Lamp Lumens Lum.Watts LLD LDD Description Mount Height CANOPY 1 C1 SINGLE 1161 10 0.950 0.950 Prescolite Recessed ;10W LED, 3000K; Downlight CEILING 9' s SIGN 3 S2 SINGLE 665 X3=1995 8 0.950 0.950 RAB 11"Gooseneck; 8W LED, 3000K;Angle Shade ALL 12' - - WALL 1 W3 SINGLE 3881 55 0.950 0.950 Beacon Urban series; 55W 'LED; 3000K;Type III dist;HSS,full cut-off WALL 14' 'btd 7 iA. W:L �' " 3 WALL 4 W4 SINGLE 3881 X4=15524 55 0.950 0.950 Beacon Urban series;55W LED; 3000K Type IV dist; HSS;full cut-off WALL 14' Y _ a - - - ~ 34 RETNNING WPLL h 11 Total Lumens-22,561 (Allowable-25,000/acre X.96-24,000 max.) bs a PLANT SCHEDULE BEACON PRODUCTS URBAN CAP 21 LED FIXTURE - FULL CUT OFF TYPE FIXTURE IS AN IDA"DARK SKY" APPROVED FIXTURE. NUMBER QTY COMMON NAMES SCIENTIFIC NAME { 01 9 HAWTHORNE- 3" CALIPER CRATAEGUS CRUSGALLI WALL SIGN FIXTURE: LIGHTING TO BE TIMER CONTROLLED BLACK RAB LIGHTING r 02 4 RED MAPLE 3" CALIPER ACER RUBRUM INC.GOOSENECK 11" `#'Y 03 11 EASTERN RED CEDAR-6'TALL JUNIPERUS VIRGINIANA ANGLED SHADE 8W 4, ri Iia, LED FULL-CUT OFF oll04 21 INKBERRY ILEX GLABRA FIXTURE 05 5 WINTERBERRY ILEX VERTICILLATA ; ' I °I! 06 6 MOUNTAIN LAUREL KALMIA LATIFOLIA OCT 2 i 2016 07 6 ARROWWOOD VIBURNUM DENTATUM F G 08 14 VIRGINIA ROSE ROSA VIRGINIANA TIMER CONTROLLED SITE LIGHTING I; 09 46 BEARBERRY ARCTOSTAPHYLOS UVA-URSI TYPICAL LIGHTING FINISH COLOR:BLACK { PLANTINGS REFERENCED FROM TOWN OF SOUTHOLD NATIVE/NATURAL BUFFER PLANTING SPECIFICATIONS ToBE SIXTURES T O NOT ILLUMINATE OFE TO UTILIZE HOUSE D SITE!ELDSAND LOT 2: S.C.T.M. # 100-083-03-4.9 i ALL TREES TO BE 3" MINIMUM CALIPER SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER EVERGREENS TO BE 6' MINIMUM , BALLED & BURLAPPED Z HIGH AT PARKING AREA POLES,o'HIGH AT LANTERN POLES ' SHRUBS TO BE MINIMUM 2-3 GALLON CONTAINERS FIXTURE ON LIGHTPOLE BASE �� GROUNDCOVER TO BE MINIMUM 1 GALLON CONTAINERS 2 MAX O.C. 6ric Nicosia SEED AREAS : NATIVE RYE GRASS BLEND TO MATCH EXISTING FIELD R:m NON SHRINK GROUT UNDER BASE _ _ tZ G16T6RcD ARCH IT6GT TOP DRESS BEDS WITH FINELY SHREDDED NATIVE WOOD � STUB OUT APPROVED CONDUIT 2"OVER BASE STOCKPILE AND RESTORE EXISTING TOP SOILS. _ui GROUNDING CONDUCTOR IN PVC CONDUIT PO Box 879, Rocky Point, N.Y. 11778 ` AMEND SOIL AT LANDSCAPING/LAWN FOR PLANTING. a I PROVIDE AUTOMATIC DRIP IRRIGATION SYSTEM TO LANDSCAPING BEDS N FINISHED GRADE Telephone: (631)928-4456 'L-LJ IJIy-J - f 1 E-Mail: architect@optonline.net - a BLACK MAIN UNK i� 1 - �'r :ENGEON 7GWAL,t' t I 1 1 RE7ARJBJG WALL i�. � I 111111 1 I i 1111 1 I ,h Tib REF-5 �3R5NIN G EA%5T '. (4)314"X 24"GOT DIPPED GALVANIZED ANCHOR BOLTS �kLED ARC SEE BASE BOLT PATTERN AND THREAD EXPOSURE NICO 4000 PSI @ 28 DAY AIR-ENTRAINED REINFORCED POURED O �� s'q LOT 2 CUTCHOGUE BUSINESS CENTER N r t C-- 1- n r---� CONCRETE FOOTINGS <t! �C) 10 2,0' 40 100 WALL MOUNTED BEACON (4)VERTICAL#5REBAR@18"O.C. CUTCHOGUE, N.Y. 3"MIN CLEARANCE ALL SIDES L,�NL75G��ING / LIGHTING PLANS 5r '30r PRODUCTS CAP 21 LED 2,0„ (6)HORIZONTAL#5 REBAR EQ.SPACED Rev Date:10/18/2016: N p I I 3"MIN CLEARANCE ALL SIDES Planning Comments EXISTINS T- L•�I�TI1��5 BAR SCALE Scale: 1"=20r (NO RINGS) (BLACK) Rev Date:08/18/2016: le: As Slhown Rev Dat�10/18/2016G_3 21" - CAP GROUNDING CONDUCTOR IN PVC CONDUIT Sanitary/Drainage Rev Date:07/18/2016: F Job# 15122 By: E. Nicosia 3 OF 6 Planning Submission COX LANE � D�IVEW� GRADING AND DRAINAGE PLAN KEY - LIPA 2 190 - EXISTING TOPOGRAPHY s EL.XX.XX EXISTING SPOT ELEVATION Z EXISTING EDGE OF PAVEMENT 9 i - a -' PROPOSED TOPO LINE _ I` COX L +:XX•XX PROPOSED SPOT ELEVATION 11 h- '.-°'«- --_'--_'•-_'--_,» -_,.-_, -_,.__ _,„__,.-_,. _ ,. , ROW- EXISTING 12"S.C.W.A WATER MAIN S 59055'31 E - -- -- --° .__,.__,._ ,.__,._°," ._°,.__,. TC:XX ° •-r°, ! BC:XX PROPOSED TOP& BOTTOM OF CURB 1 I EP:55.06' EP:53.79' _ I w` - - W W TW:XX PROPOSED TOP& BOTTOM OF WALL 1 00 I EXISTING EDGE OF PAVEM� T EP:53.33' � B-® PROPOSED FLOW LINE E`�1 --- -- --- ---- --- --- ---- -- I 1 I CONC. MO - -----•` � I RL ROOF LEADER 4.0'W ------60-'' \ � I CONIP. MON. CB/TD CATCH BASIN/TRENCH DRAIN I Cl) S P DOWN t 800 S �� 3.5'RET NTNG WALL 1 1 I ' ; ;'IBT 1 A# DRAINAGE STRUCTURE DRAINAGE 70' DRAINAGE 1 `� 94.521 .00 � 1 VER ST M RAIN. AREA A w 3.5' T I I W I F cL N OUT 1 \ 2 I CAST IRON OPEN GRATE AND FRAME DRY WELL COVER TE ONSTRUCTI n. _j i ` V / I I m I aJ - 20' OPEN SPAC ONS RVATI N EASMENT / I4 9' 0_ a a 1 N I \ 13 2,9: I O CAST IRON SOLID GRATE AND FRAME DRY WELL COVER 1 z co I _ 60 58' 56 54' c~i I U JU z M STE DOWN W TORM WATERDRAINAGEUj w m 1 A V I oTW:61.50' 3.5'RETAINING WALL; TW:58'•16' I W Lu R 1 Z I 7.0' BW:58.16' BW:54.�5' 1 13,RO v7 I (/) = 2" = 2"/12=(.17') I N I Q o z I - RAINFALL CRITERIA ; 24.0 TW:58.16' 30_j .5'RETAINING WALL TC:54.75' T :54.50' 1 ° m I W ROOF RUNOFF COEF = 1.00 PITCHED ROOF ;w N Bw:5a.a3' Bcsa,zs' B :5a.00' - !o O I PAVED RUNOFF COEF= 1.00 ASPHALT/CONCRETE/PAVERS (R 0I 1 ! L-A L-81 I ( I� CV ! 1 A7.o 5 Z I I C:) UNPAVED RUNOFF C. = 0.25 LANDSCAPE/MULCH/SOD AREAS 1 ! I gQ w Q 1 ¢Y z " z 1 SLOPED RUNOFF C. =0.50 SLOPE AREA 1 I� 0- 1 _z: oo ¢ i 54' -' / _ U J I �I trm I Q SDR35.( ...-�• :5®0' ! ��/ 1 I cn I �' W W _ -8�"R� -� o.o' r �� PRECAST STORM DRAIN CAPACITIES Tw:sl.so' � I 8'-0" DIA=42.2 CU.FT./LIN. FT. I I L-Cl 1 .N � I MI BW:58.1HOT-R6' M � � f I _- ! I j 1 M :58.16' tr/ ENCLOIKRE J / I 10'-0" DIA= 68.4 ENCLOSURE CU.FT./LIN. FT ® 1 I =z �I W: 4.83'-' + :54.83; I 1 12'-0" DIA= 100.8 CU.FT./LIN. FT , I= 1 ELEV:= sass' a - - -I_ ^� L-C2 , X 1 61.0'1 L_q L-61 1ti. ,._.,. u.l 4";APPROVED � D I ~ I �,� f w 1 i DOMESTIC WATER c 1 INTERCONNECTING PIPE BETWEEN DRAINAGE POOLS : I I LINE TO METER IL LU I I I ~' 1 o I , I Tc:5ass' VAULT z I 18" DIA HDPE PITCH 1% MINIMUM. ® W I RL-A \ ` 1 Z I I BC:54.33' W S f I- i L-c, __; ,� W I I ROOF PIPE TO DRAINAGE POOLS : LL I I, I �`, I a LU I FLOOR t � ;0,p w � Z 6" DIA SDR-35 PWC PITCH 1% MINIMUM. O 1 ( ! ♦♦^^ ( dii , II ELEV:55 _ I I I ��\ V I LL_ In I E oo z° O I I J W 1 ! ROOF:6,548 SQFT I I w I Q w I I L-cz t N� j , ALL PRECAST STRUCTURES TO HAVE REINFORCED TRAFFIC BEARING I O I z LU I 4,�, ;y I'LL I co m COVERS AND CAST IRON FRAMES AND GRATES/COVERS TO GRADE 0 I ! I W 0 W 2 1 i L•A O I CO Z cn I ! l W I z Q 0 C0 Q I I :' I �•-•� 't 1 NO GROUND WATER ENCOUNTERED DURING SOIL BORINGS TEST W 1 DRAINAGE , I O o x RL-A L c AREA C W ' Col ELEV? s '�' :�, 1 W TORMWATER DRAIN 1 1 I i w I Q Co i :61.50' 61.66] 62' PROPOSED ONE j """ �w\ , AGE CALCULATIONS: - I � STORY STEEL - I I O O I Q w co 01 I o I I I 1 DRAINAGE AREA A: i i I O Z � / UJI i ,- BUILDING i `, 153.90' I ® 1 I o D a / Q I ° - W I PERVIOUS AREA= 8,460 sq ft X .25 X .17 = 359.55 cu ft Lo 1 1 1 I w I ELEV FLOOR 00' I i' titin ` I ROOF RUN-OFF RL-A1,2,3,4 = 3,250 sq ft X 1.0 X .17 = 552.5cu ft Z �. ® TOTAL STORAGE REQUIRED= J W L-A L-C 1 .1' 8.0' 8.0' 8.0' 3s.5' I 912.05 cu ft I ! I 1 % O _ + i , I 1 REQUIRED DEPTH OF 10' DIA. RINGS =912.5/68.4 = 13.3' MIN. I RL-A4 L-D ---_--- ------- 2S 544..16 54' z 1 PROVIDED = (1) 10' DIA.X 14'VERTICAL PRECAST DRAINAGE RINGS. I 0 ! I WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. DRAINAGE y I EXISTING TOPO i ; Q 1 J O O O REMOVED; 64, O i I I DRAINAGE AREA B: J bM ! 65.0' r w I = AREAE I l O I I _ 29.0' 3s.o' 7csass' 1 PERVIOUS AREA 2,600 sq ft X .25 X .17 110.05 cu ft I J ELEV:, ROOF RUN-OFF RL-B1 =812 sq ft X 1.0 X .17 = 138.05 cu ft i 1 1 N I B>r:54.33' I ti O t OD m 62.0'+ -_ -... LLI 1 1 1 O L-A sDR35@ t%MIN.' S3 go 1 a I I IMPERVIOUS AREA = 3,206 X sq ft X 1.0 X .17 = 545.02 cu ft a'BL HAIN LIN , O C 1 1 CV + :54.83'; o H T + :54.83' o o 1 TOTAL STORAGE REQUIRED - 793.12 cu ft FE CEO .3'± .C. � � 1 - - -► O to ! 'n 'n rn 00 RETAININ ALL DRAINAGE I I , 1 1 1 I 0- i 54.66- ' �9 10.0'MIN 41.4' REQUIRED DEPTH O 10 DIA. RINGS - 793.12/68.4 - 11.60' MIN. 1 AREA D 1 __ Fl. O J " 5.0' I i i} I P�:S so 1 1 PROVIDED = (1) 10' DIA. EEP PRECAST DRAINAGE RINGS i TE BORING o 1 N 1 I o 5ass'+ +s4ss' } ! WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. M -3. 0-'18-20 11 r , sa.so i ° 1 _ 1 L.L.I o v 8 or 1 DRAINAGE AREA C: 1 l C 4'BLACK CHAIN LINK 4.750 ;.54.2 N I 1 i FENCE ON 7.3'±P.C. :54.83' _ _--- 1 co RETAINING WALL + 10 o 5D 1 O I I PERVIOUS AREA 5,792 sq ft X .25 X .17 - 246.16 cu ft -- L I ROOF RUN OFF IRL-C1,2,3 = 1625 sq ft X 1.0 X .17 =276.25 cu ft z I I r- 40.0' 3. 9.8' ih I •• 4800 °° °° i 1 11 ,;, '� ecds:oo ' N I IMPERVIOUS AREA = 1,009 X sq ft X 1.0 X .1 7 = 173.53 cu ft TEST BORING I 8 54. MW-3:10-18-2011 1 '�' �° ;: 25.9' ! I TOTAL STORAGE REQUIRED = 695.94 cu ft 1 ° ff ELEV 60.5 so.7� +54.6 54.33 1��----- (+,54.25; I � tI O I I - - I I 60' 1 0 s.o' 22.3' ' r I REQUIRED DEPTH OF 10' DIA. RINGS - 695.94/68.4 - 10.16' MIN. I CV f I -- M i I PROVIDED = (1) '10' DIA. X 12' DEEP PRECAST DRAINAGE RINGS ` I TC:55.25' o TC:55.10' TC:5�4.66' 1 I im Bc:5a.75 BC:54.60 ? Bc:sa.ls I WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. 1 Z CONC. MO A I 1 � , I w N 5 °55'31 " ``````�-- 62 so' 5'8' 56' 54' 191 . CON DRAINAGE AREA D: USE 8 DIA RINGS. C� MON. o o I O� j PERVIOUS AREA 697 sq ft X .25 X .17 = 29.62 cu ft LOT 3 z W ROOF RUN-OFF IRL-D1 = 812 sq ft X 1.0 X .17 = 138.4 cu ft 1 N - _ N ,i _ IMPERVIOUS AREA - 7 473 s ft X 1 X .0X .17 12 1�i� lNr�GE AREA 5 ,o' 0 100' _ --- _ q 70.41. cu ft 5 30. -�. 56 _ o BAR SCALE I \ '�_ a 4 T- -�.� 4 �4-� I 54-�-.. __ ,/ PERVIOUS SLOPE LOT 4: 2,610 sq ft X .50 X .17 = 221.85 Cu ft Scale: 1"=40' j -'-�•,. ° o --�' t� =� , r� TOTAL STORAGE REQUIRED = 1,660.28 cu ft 1 �'�-�� -156;-1- REQUIRED DEPTH OF 8' DIA. RINGS 1 660.28/42.2 = 39.3' MIN. �STCRM Y�I,�T�i� 1��N�G�1�i ANT ��_-,. '�_�, _,-_ I �-------______ _ . PROVIDED = (2) 8' DIA. X 20' DEEP PRECAST DRAINAGE RINGS ,� 60 -",- ► -�._ I _ WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. , - . - . `, X58;,`- - -► ,- CAST IRON FRAME&COVER AS PER PLAN I �.62 ' -.� DRAINAGE AREA E: 6,052 SQFT GRATE-CAMPBELL FOUNDRY TYPE 1184 1 -�'' T 4,298 sq ft 50 MIN. � _____•_________________ _ NATURE CONSERVATION EASEMENT FINISHED GRADE TOP ELEVATION(TOP) 1 ; \` - ��-�-_• PERVIOUS AREAL 6,052 sq ft X .25 X .17 = 257.21 cu ft BUT SUFFICIENT TO KEEP . SEDIMENT ON SITE 1 62.,_ Z N SILT(FENCING 8"MIN.-12"MAX. 24" N ��, �,``; TOTAL STORAGE REQUIRED = 257.21 cu ft BRICK LEVELING COURSE �--�+ I EQUIVALENT DEPTH OF 10' DIA. RINGS = 257.21/68.4 = 3.70'/N.A. 18"DIA HDPE PITCH 1%MINIMUM.-- NATURAL GRADE AND CONSERVATION EASEMENT DRAINS NORTH Corrugated polyethylene storm drain pipe TRAFFIC BEARING ro NORTHWEST. shall meet the requirements of Section PRECAST REINF. SOIL CLASS. DESCRIPTION 706-14 of the New York State Department of CONC.DOME I � I � � � 0.0 Transportation Standard Specifications. o 1e-o-MAx.c.1ec. TOPSOIL (EL 60.5') , NON-SHRINK GROUT ® ® ® ®O TAN BROWN SAND RAI E S CTURE SCHEDULE of w FILTER FABRIC MESH ® ® ®O -5'01 °a �`?' G . LL m EFFECTIV AROUND STORM a" ® ®� N 0' 10' 20' 40' 100' rn w �/ GRADE o LL DRAINAGE POOLS I COURSE TO ' Ott Z O W qti� Qti/ z MIN. -�. 1. 0. o ®� MEDIUM SAND " o -w Q f m 5 5' 30' SW MIXED GRAVEL 12'-0" C\lO /� R-��. LU \ BAR SCALE -DRY , °w w Scale: 1"=20' D2 8 DIA DRAINAGE POOL GRATE 20'-0" r \r D_ w (E 18.5 > �°/� Xr _ > PRECAST REINF.CONC. T MIN.SAND _highest expected_) -42 - <j F DRAINAGE RINGS AND GRAVEL rou 3Waler =45 OCT 2 .'� 2016 ° a EL COLLAR ALL PERSPECTIVE VIEW p AROUND(TYP) SIN - DAMP- ' GROUNDWATER (EL10.5' X50 , LOT 2: S.C.T.M. # 100-083-03-4.9 36" MINIMUM 2 x 2 W ENCOUNTERED SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED FENCE POST w 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. CO U RS�TO FILLT018"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. MEDIUM SAND, 6ric Nicosia SILT(FENCING WOVEN WIRE FENCE - GROUNDWATER SW MIXED GRAVEL (6 x 6 - 10/10 WWF) OUTSIDE DIA.VARIES Z GROUNDWATER PLAN VIEW FILTER CLOTH NI -WET(EL 0.5') OPEN BOTTOM R�(AISTel7 c D AFLH ITeCT StoPe W � -60 PO Box 879, Rocky Point, N.Y. 11778 SAND AND GRAVEL BACKFILL TEST BORING MW-� a Telephone: (631)928-4456 EXISTING ADE EMBED FILTER CLOTH GIDE > BORING LOG MW-3 BY MILLER E-Mail: architect@optonline.net MIN. 6" INTO GROUND z ° ENVIORMENTAL GROUP INC. CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED / a„ 91 VIRGIN STRATA OF z O VIRGIN STRATA OF 1.ALL DRAkINAGE PIPES MUST BE PROVIDED WITH A MINIMUM 2'-0"OF COVER. _ THREES 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. -� SAND&GRAVEL Z f SAND&GRAVEL DATED 10-18-2011 (ELEV: 60.5) �R�D A�'C FILL T018"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. °a> 2.ANY UNSUITABLE MATERIAL UNDER THE LEACHING BASIN SHALL BE EXCAVATED �� \c CO h'j� EES B 1�Er `�I N G EAJT SILT FENCING NOTE: F F AND REM10VED UNTILA VIRGIN STRATA OF SAND AND GRAVEL IS ENCOUNTERED. HIGHEST EXPECTED GROUNDWATEF O� �� Siy LOT 2 CUTCHOGUE BUSINESS CENTER MAXIMUM DRAINAGE AREA �' ESTIMATED FROM MAXIMUM 8' C� CROSS SECTION 1/2 ACRE / 100 LINEAR FEET z W z o AN ADDIITIONAL 5'IS THEN TO BE EXCAVATED INTO THE VIRGIN SAND AND GRAVEL. CUTCHOGUE, N.Y. z 0 z THE HOLE IS TO BE BACKFILLED WITH CLEAN SAND AND GRAVEL TO THE ELEVATION FLUCTUATION IN GROUND WATER wa><. OF THE(PROPOSED BOTTOM OF THE LEACHING BASIN. DATA BETWEEN 1976 AND 2012 AT a * GRADIN(5/DRAINA6E/UTILITY PLAN SECTION DETAIL , F1 TEMPORARY CONSTRUCTION ENTRANCE 3.ALTERMATECOVER:4"X30"CONCRETE(FOR USE WITH 6"TO 18"OF COVER.) USGS MONITORING WELL Rev Date:10/16/2016: SCALE: NTS SILT FENCE DETAILS STORMWATER POOL DETAL 4.STEEL RZEINFORCEDONCONE SECTION: 12-#2 VERT., 1-#3 TOP, 1-#3 BOTTOM. 410104072303301S53324.1 LOCATED I. Planning Comments .� 245i �O�C -4 NOT MILES SOUTHWEST OF SITE Rev Date:08/18/2016: y 0 6 Scale: As Shown Rev Dat 10/18/2016 SCALE.Mrs 5.IF CHIMNEY IS REQUIRED, MINIMUM WALL THICKNESS SHALL BE 3". Sanitary/Drainage / NOT TO SCALE PRev lannniingSub/meson6 OF NES Job# 15122 By: E. Nicosia 4 OF 6 s HEAVY DUTY CAST IRON NOW OR FORMERLY: 0030 GREGORY A. COX LANE. CUTCHOGUE, NY 295OREGON RD 3001 NASHTO H-20 ZONING:AC AGRICULTURAL CONSERVATION LOT 2 SCTM#: 1000-083-03-4.9 3"MIN.TRAFFI 24• Z-10"MAX. 24" 24" Y-0"MAX. 24 D IVEW�Y USE:RESIDENCE 3EARING TOPS 20" CHIMNEY 20 20w CHIMNEY 20" 1'MIN. 2'-6"MAX. PUBLIC WATER ZONING: LI- LIGHT INDUSTRIAL: MIN MIN LOT AREA= 41,831 SQFT./(43,560 SQFT/ACRE)= 0.96 ACRES. MIN MINw e Q LIPA 2 n INLET 61' 1'-0"MIN. 611 FLOW LINE OUTLET z 1 SITE INFORMATION DERIVED FROM SUBDIVISION FILED MAP 6"DIA.SDR 35 FLOW LINE DATED 7/14/15 BY MARTIN D. HAND, LS. 'ITCH 1/4"/1'MIN 6"DIA.SDR TO SEPTIC TANKS 0 COX LANE 35 PVC 6"DIA.SDR 35 = E ELEVATIONS HEREON REFER TO APPROX NAVD 1988 AND ARE o a , Q = PITCH 1/4"/1'MIN 0 �c,w-t,w-t,w-t,w -t,w-t,w____t,w -t,w-t,w-.t-w-t,w -t,w -t,w-t,w ^ EXISTING 12"S.C.W.A WATER MAIN THE RESULT OF ACTUAL FIELD MEASUREMENTS. w IV'Li Q O_ 0 of - w0 w I w w w FLOOD ZONE:ZONE X- NO BASE FLOOD ELEVATIONS DETERMINED 54' AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103C 0142 H EFF. DATE: SEP. 25, 2009. 5 > @) o > EP:53.33' J o EP:55.06' EP:53.79EXISTIfVG EDGE OF PAVEMENT w " o Z r` - 0 _._. --_.. ..-_..._. \ ° W SANITARY SYSTEM DESIGN DATA' g MONOLITHIC V ¢ CONIC. MO j� o. �� t' _ -60_ \ I SITE SCDHS REFERENCE#"C010-16-0008 BASE SECTION 1'-0" 1'-0" - §_5.^ - ��'�J �J -. o w� 4.0' W \ - CONE. MON. SUBDIVISION SCDHS REFERENCE#" S10-15-0006 12'-0"DIA. I 12'-0"DIA. I 4 z(j o 0 j `''\ \ 9L�,52 j I \' ,OQ i j 6" SANITARY LINES USED THROUGHOUT OVERSIZED AS PER APPLICANT o z cc�D�ZZ_j 0 0 / I I SITE LOCATION: SUFFOLK COUNTY GROUNDWATER MANAGEMENT ZONE IV(FOUR) > z o N C\ \' \' ` \: 32 j 3'R \• w NO KNOWN SURFACE WATERSIWETLANDS ARE WITHIN 300'OF THE PARCEL. 2X GREASE TRAP DETAIL Of z,C J Q o �.• \ �• I I TC:54 9' I ALL PROPERTIES WITHIN 150'OF SUBJECT PROPERTIES ARE IMPROVED AND o LU 0 O 0 I- I y \.\ 20'CONSERVATION EASEMENT \ 54, - I s3 9 / SERVICED BY PUBLIC WATER UNLESS NOTED AS VACANT. �[ _ -- 58' S6 I ��oN�a --------- ----- - 6- --- ---- ------- -------� I HEAVY DUTYAND LOCKING CAST O> N NN 0 U r `n STE DOWN I W w I ALLOWABLE SANITARY DENSITY:600 GALLONS PER DAY/ACRE MAXIMUM. AASHTO H-20 od (I TO EXISTING SYSTEM IRON COVERS TO GRADE TYP. GRADE Q j \•. I M TW:61.50' 3.5'RETAINING WALL', TW:58,16' \. �' /"� i Z¢ ON SU DIV S ON LOT 0.96 ACRES X 600 GPD = 576 GPD ALLOWABLE FLOW. 8"MIN.TRAFFIC o U v Iii :z N - \ r� 7.0' BW:58.1s' BW:54.75' , 3'R °�Z I #1 2'-0"MAX. 2'-0' MAX. BEARING TOP 24" CHIMNEYuj 24" 24" CHIMNEY 24" 2'-6"MAX. 0 ¢ I u m PROPOSED GROSS FLOOR& USE AREAS: (NO TASTING ROOM) 8" 20" 20" 20° 20" Z Z I W iv ' I uO 24.0' J W:54.83 3.5'RETAINING WALL BC:54`,25' B :54 00' u o O I I _ t 0 I J J z 1- I _ _ 6,500 SQFT FIRST FLOOR=6,307 BREWERY/STORAGE 193 LAB/OFFICE INLET 12"MIN. MIN � MIN ON Q N I ®® o a a O I `" + 812 SQFT MEZZANINE= 542 STORAGE +270 OFFICE 12 MIN. OUTLET �� ? 1 z� �, Lu 1 =Q W Q I :so.s J z z ® ;Z 7,312 SQFT TOTAL= 6,849 BREWERY/STORAGE +463 OFFICE TOTAL 6"DIA.SDR 35 FLOW LINE FLOW LINE 18" 3 11 ' I �' Oo, a ? ® I,54'" OFFICE USE IS LESS THAN 15% OF TOTAL GFA(463/7,312 =0.63 = 6.3°/D) 'ITCH 1/4'/1'MIN bo DROP TO LEACHING I J i � m I _ 5"sDR35@±°BMW :53.90' r / TEE 6"DIA.SDR 35 It �I TW:61.50' -LU °0' �..-..-. -_.._ DESIGN FLOW RATE: 0.04 GPD/SQFT FLOW FOR BREWERY USE. PITCH 1/8"/1'MIN 04 I �1 Bwsa 1s' C0 r�� d I �{ M HOT-ROKRPZ ih I THRUST / . I DESIGN FLOW: 7,312 SQFT X 0.04 GPD/SQFT=293 G.P.D. IS LESS THAN 576 ALLOWABLE. ENCLOSURE WATER LINE 4' �� Q p "(r� I ai i :58.16'%' + :54.83'1, ' : BELOW GRADE YO BLOCK J (3)8"OD SDR 35 :z I W: 4.83'" b I �m I I EL:50' -[I •,/' _ I SEPTIC SYSTEM DESIGN CAPACITY: REQUIRED TWO DAYS FLOW MINIMUM. g CROSSOVER 1 I ELEV: L-A L81 �o;ss-, ,.�,. ! '_, _ W - - a PIPES 20"ON I - 61.011 a"'APPROVEDw a I = 293 GPD X 2 = 586 GALLONS. USE 1200 GALLON MINIMUM). X I DOMESTIC WATER LIN w O I I ( ) W CENTER ` w ' I I TO'METERVAULT ! a ( PROPOSED SEPTIC TANK: ONE 8' DIA. x 5'LIQUID DEPTH F_ o z I I i BC:5433' z ( = 300 GAL/FT X SLD = 1,500 GALLON CAPACITY PROVIDED. (OVERSIZE PER APPLICANT) PLAN SYSTEM/STRUCTURE LABEL LEGEND: w ' I L-C1 a I LEACHING AREA REQUIRED: FLOOR p`', LL, I 293 GPD/1.5 GPD/SQFT./DAY= 195.33 SQFT = a ' I I ELEV:55.00', I z o�' I I MINIMUM REQUIRED SIDEWALL LEACHING AREA=300 SQFT STORM DRAINAGE: w " I 1 r D-o'' o I A#,B#,C#,D#= STORM DRAINAGE POOLS o Now''' I I REQUIRED 8'DIA. POOLS = 300/25 SQFTN.F.=12' MINIMUM E.D. _ 4" I� I I I I 4 w I ' I FL--C-21 \ LL I PROPOSED LEACHING AREA: ONE 8' DIA. x 12'EFFECTIVE DEPTH 4^ I I 12-0 DIA 12'-0"DIA. -.� LETTERS CORRESPOND TO DRAINAGE ZONES c. w I I I RL = ROOF LEADER LOCATIONS w I O w ! I L A \\`��: ' O I (0 - U.1 AREA PROVIDED FOR 50% EXPANSION. (NOT CONSTRUCTED) 2X SEPTIC TAN K D ETAI L NOTTO SCALE z " Q ' I i i ! \s•S ! j (293 X.5 = 88.5 GPD) (USE 300 MIN) 8' DIA. POOLS =300/25 SQFTN.F.=8'X12' MIN. E.D. SANITARY& PROCESS PLANT SYSTEMS I o BREWERY PROCESS PLANT DESIGN DATA: LL HEAVY DUTY AND LOCKING CAST NOTATIONS CORRESPOND WITH CALCULATIONS o I ELEV4 I �'o%,�' ♦^ IRON COVERS TO GRADE TYP. GRADE " j :s1.5o' 61.66 62 ; ��, V _ I I PROCESS PLANT DESIGN FLOW PER APPLICANT: 5,000 GALLONS PER DAY. AASHTO H-20 GT#="GREASE"TRAPS 0 I I �' ( I IC I 8"MIN.TRAFFIC uI I ., 2'-0"MAX. 2'-6"MAX. ST#= SEPTIC TANKS o ' ' + BEARING TOP 24" CHIMNEY 24" �_ " Z rMi PROPOSED ONE STORY SLAB 153.90' li. Q I GREASE TRAP DESIGN: USE TWO DAYS DESIGN FLOW =5,000 X 2=10,000 GPD MIN. / I ON GRADE METAL BUILDING I , , , , 8" 20" 20" '�? I WITH MEZZANINE I W USE (1) 12 DIA. x 7 LIQUID DEPTH=750 GAL.NF X 7=5,250 GAL.+ (1) 12 DIA. MIN DP#: DISTRIBUTION POOL cn n z I I � � 1 _ _ INLET MDP: MAIN DISTRIBUTION POOL X w / w I FLOOR I 1 °' I x 6.5 LIQUID DEPTH-750 GAL.NF X 6.5-4,875 - 10,125 GALLONS PROVIDED. 12"MIN. OUTLET I w , , titi <" mss" XDP: EXPANSION DISTRIBUTION POOL I I ! ELEV:55.00' s'DIA iLIF 6"DIA.SDR 35 " � a F L-A L-C 1C.11 8.0' 1' 8.0' ', g.o' ass' I SEPTIC TANK DESIGN: TWO DAYS FLOW MINIMUM=5,000 X2=10,000 GPD MIN. FLOW LINE 18" TO LEACHING W I � PITCH 1/4"/1'MIN 14" I z , 6" DR 6-SDR ! > i I USE (2)TWO 12'DIA. x T LIQUID DEPTH= 750 GAL.N.F.X 7'= H fDROP 6"DIA.SDR 35 LP#= LEACHING POOLS = ST 35 LP TEE PITCH 1/8"/1'MIN XP#= EXPANSION LEACHING POOLS ° Z IE:52.0' s ED -5,250+s4.o �/ 5,250 GAL./TANK X2=10,500 GALLONS PROVIDED. 8" " > I ?s IE:51.2 54.16 Lim e 1 1E: 1.75 8'x5' a; IE:51.00! 54' Z A ` a g PLAN TOPOGRAPHY/GRADES LEGEND I Q �{ LD wN �, SANITARY 0. �q LEACHING AREA DESIGN: ONE DAY FLOW MINIMUM = 5,000 GPD MIN. W Z , ��9 SYSTEM W I G.T, o a BAFFLE I o o I EXISTING AREA FOR 50% Q ' i 1 oB 5,000 GALLONS PER DAY/1.5 G.P.D./SQFT./DAY= 3,334 SQFT ° w WALL TC =TOP OF CURB ELEVATION I o w I TOPO, EXPANSION W Q Cn BC - BOTTOM OF CURB ELEVATION j REMOVED; 64 g2' I MINIMUM SIDEWALL LEACHING AREA REQUIRED. TW=TOP OF WALL ELEVATION I I I o c I 65.0' 2pp p z 29.0' 36.0' rc:54.66' � � I o PROPOSED LEACHING POOLS: BW= BOTTOM OF WALL ELEVATION ELEV:{ b �' BC:54.33' CO 62.0'+ L-A W L-DT^-RD:6"SDR35 @ 1%MIN.I - W I I + = SPOT/STRUCTURE/SYSTEM COVER ELEVATIONS I 5 9980 o I MD: MAIN DISTRIBUTION POOL#1: (1) 10' DIA. x 20.5' EFFECTIVE DEPTH . v N = \+ •54.83', H'T' =1X 20.5'V.F.X 31.4 SQFT.N.F. =643 SQFT LEACHING AREA. Q + :54.83' IE:50.83' I I ( ) u1 i 'C TQ54.75' "I d IE:50.66' �O i BC:54.25' S Ip EXISTING TOPOGRAPHY TO BE REMOVED IE:51.83' \", °� 4" I I III a. ~ / GT �G;T spss' 6' c�9 10.0'MIN 41.4' 011po DP2: DISTRIBUTION POOL#2: 1 10' DIA. X 20.25' EFFECTIVE DEPTH . 8'-0"DIA COVER 54.7 ( \ LP ( ) 4" J 12'X7'LD t2'Xs.5'LD 5.0' o, ST7 I = v 3I8"CROSS o I 5390' I =1x (20.25 V.F. X 31.4 SQFT.N.F.) = 635 SQFT LEACHING AREA. 1 X SEPTIC TANK DETAIL EXISTING TOPOGRAPHY TO REMAIN ! s ,2x7 Lo IE 54.66'+ +54.66' VERS 20"'O.C. 8'D STORAGE 6"SDR 35 54.60'+ SIE:46.16' j\54.00'+ I I { NOT TO SCALE �° TYPICAL I I EXISTING SYSTEM ON LP1,LP2,LP3,LP4: SATELLITE POOLS: (4) 10' DIA. x 19.3' EFFECTIVE DEPTH . PROPOSED TOPOGRAPHY W IE:51.33' 00 T ! P sueDlvlsloNLOT#1 =4 X (19.3'V.F.X 31.4 SQFT.N.F) =2,424 SQFT LEACHING AREA. o, a.75 IE:49.50' PLANT 12'x7'LD 2 1 HEAVY DUTY CAST IRON \ LP PRocEss $0, COVERS TO GRADE TYP. GRADE C 4'BLACK CHAIN LINK i 1ais3' 23 8p 544 + iax AREAF01250% o I 2'MAX \, FENCE ON 7.31t P.C. + :54.83' t O ED DP ! D 1 XPANSION-TO BE ti o I \ 0 i LEACHING AREA PROVIDED:643+635+2,424=3,702 SQFT.(3,334 MIN REQ.)(OVERSIZE PER APPLICANT) CHIMNEY 1'MIN. T-s"MAX. � \ RETAINING WALL LP4 b' + a50 INSTALLED o. I LO 20"MIN. _ 37.z � IE:sq.1s' r 40.0' 3. 9.8' L..- IIE::49.50'- ,axzs.zs' -IE:49.75' - \IE:;49.50' °0 Z33 a9h ryso'�s w SIE 50.00' 60 IX� TC 54.66' I I 50°/D EXPANSION AREA; TO BE INSTALLED PER APPLICANT. 54 g , ao 6"SDR 35 TYPICAL O ED c7 b �• TEST BORING I ,0'x19.3' 87. Ag So �' O A,Ras It 49.75" spas\ ds4• Its 54.00 MW-3:10-18-2011 ED ��. �• w< s R�( 10'x19 I 25.9' _z Z r 1 © VALVE W/COVER RU 8.0' XDP2 T'sa ED 0 I 5,000 X 0.5=2,500 G.P.D./1.5 G.P.D./SQFT./DAY= 1,667 SQFT TO LEACHING AASHTO H-20 0 r ELEV 60.51 I 54.70+ 0+54.6 TO GRADE 5a.33O+ �-- - 054.2 \ b I MINIMUM SIDEWALL LEACHING EXPANSION AREA REQUIRED. 6"DIA.SDR 35 TRAFFIC BEARING I o M 10'x19.3' 8.0 10'x,9.3' 10axzo.5' VALVE/ 10'x20.25' I o Q PITCH 1/8"/1'MIN f- I 60 { N°? ED ED 22.3' ED COVER ED I PRECAST DOMES - - I - To GRADE M , 6"DIA.SDR 35 Q N I TC:55..75 TTC:55.10' Tc:Sa.ss' 1 I I XDP3: DISTRIBUTION POOL#3 : USE (1) 10 DIA. x 20.25 EFFECTIVE DEPTH . INLET OR SLABS TYPICAL = p r- ' I m BC:54.75 Bcsaso �? BC:s4.1s •. I LOT#1 =1x (20.25'V.F. X 31.4 SQFT.N.F.) = 635 SQFT LEACHING AREA. OUTLET cn z W _ Z CONIC. MO SLAB3°MIN W < C) ro O 06 62' � I XP1,XP2: SATELLITE POOLS: USE (2) 10' DIA.x 19.33' EFFECTIVE DEPTH . LL _ '� _ O 00 �n 0 �� ti ! 60' Ss' S6' S4' CONCII MON. 18"DROP TEE AT EL:55.0 Lou �D�• �D�• �D� W N 5 55 31 W '--_ 191 .01 1 f 1 L =2 X(19.3 V.F.X 31.4 SQFT.N.F). = 1,214 SQFT LEACHING DISTRIBUTION POOL o HOUSE X I ~'�-� I F o> ; I 2.5 MAX \ ( 1-o TOTAL EXPANSION PROVIDED:635+1,214= 1,849 SQFT(1,667 MIN REQ.)(OVERSIZE PER APPLICANT) z N TRAP _ I "'.�� W W W a OUT:52.0' SEPTIC - - \ 1 -�; s�� ,° \ TOTAL INSTALLED LEACHING AREA= 3,702+1,849 =5,551 SQFT. 0 w �, TANK N o I I i _ � -�.,, _ -54r \ i L P i EXP I \ I -� .o ' -`, _ PERFORATED REINFORCED 0 w I - �� 10 PRECAST DRAINAGE RINGS a W W W w I I \\ I -`� ``�w`� �° -� -��'� I '..��.. - ..- ..�..-_.�.._-....._.-.. w > - - - 56'x. _.._..- 0 12 ED BOTTOM OF POOL AT EL:39.00' ., 3'MIN, IS20.50'ABOVEHIGHEST L _ _ J I �"'�. ` ��' . 1' _ LOT#3 i \ EXPECTED GROUNDWATER t - COLLAR EL:18.50' N i 'n i \ �' '_ �' '-'" L�-.-�"� �.. ` .. -•• . .. .. _.. _ 8'-0"&10'-0"DIA.SEE PLAN I - - - - - - �+' -0"MIN.ABOVE HIGHEST EXPECTED �� i 1`-62~ 1� �' _ NOW OR FORMERLY:F&S, LL 6MIN.PENETRATION INTO VIRGIN GROUNDWATER EL:18.50 \ HIGHEST '=`�_ SCTM#100008300030000400 --------------------------------- STRATA OF SAND AND GRAVEL -�• BACKFILL MATERIAL TO RECORDED '��_- 12820 OREGON RD __-- ------- GROUND WATER SANITARY SYSTEM PROFILE: N 1 �: 1 � 6o SUBDIVISION LOTS-1,3,4&5 BE SAND AND GRAVEL M i \ vV \�'��'�' ZONING:U LIGHT INDUSTRIAL �.. LEACHING POOL DETAIL NOT TO SCALE NOT TO SCALE I ; \.•\ USE:INDUSTRIAL/VACANT " +.. PUBLIC WATER ,.•� a to Cq M � OCT 2 .5 2016 � �, �' M � ao aaa � 21-3 & as co _ pap 6"DIA.SDR 35 X J o Cn o X X SLAB �o ° �o v, o ici o ti r` oo XP 1-2 .. EL:55.0' u_ z �'= h^ GRADE GT"I GT2 D� Q = b� STI ST2 � d MD �3"' DP1&XDP2 0 � LO M In N SAi�1'I ARY y�ATER FLAIL A W Q U h p 4� GRADE lr� I_ ? k GRADEto to _ GRADE I + -* r - -� uj 6" C.I. I L) a g 1.75 1.60 a M� (.0 o_ M b N 1: SOIL CLASS. DESCRIPTION t WASTE + CV `V `V TOPSOIL (EL 60.5') 0.0 Scale: 1 -20 66' 1.0'MIN our INTAN BROWN SAND 0' 10' 2i0' 40' 100' E:52.0 I E:51.3 1.17661 1.17' OUT CD N 6„ FLOW LINE 6n FLOW LINE FLOW LINE IN -5'0 HOUSE IE:51.83' d 0 d IE:50.83' 6" FLOWLINE 18' 1 3 TRAP 2 0 o DROP IE:50.16 3" IE:49.50' COURSE TO 5' 30' g Q 0¢ TEE 18 DROP TEE AT 18" DROP TEE AT MEDIUM SAND a _I IE:50.66 5 P (3)s"ODLj DISTRIBUTION ED DISTRIBUTION -' @� o IE:50. 0 POOL = r- 2 Lon SW MIXED GRAVEL BAR SCALE _ _ �@) SDR 35 _j @ F- 0) POOL F- Oj -DRY , �- CROSSOVE 0- �t d (E 18.5 r-W �?W 2� W W � highest expected -42 APPROVAL STAMP R PIPES 20" W = _ _) 0 C°0 F_w ON �-w - W F �oun-Twarer '41; CENTER o W W a- 10' DIA. SW - DAMP- 6ric N 10' DIA. MAIN > 10' DIA. ? W o -50 �NgNs`, SITE i` R� £/ I £ £ G I=- {- o - LEACHING GROUNDWATER EL10.5 VI t7T r11T£ T DISTRIBUTION U DISTRIBUTION U w o ENCOUNTERED ( % F- R� 2X GREASE TRAP 2X SEPTIC TANK o POOL IW POOL 1&2 > N POOLS N couRsLTo N N LL, L. U N SW MEDIUM SAND, ° ' �o� ;cox <4y PO Box 879, Rocky Point, N.Y. 11778 W W W MIXED GRAVEL ��`' ��F< P��s' $ Telephone: (631)928-4456 PROCESS SYSTEM PROFILE N -WET- ° „ `' J��C° E-Mail: architect@optonline.net 0 o w (EL 0.5') N N M '60 THREES BR5NING EAST NOT TO SCALE co TEST BORING MW-� 'ti r• l r � � rn �' " 0�5 ��c Nlcos%� �c• LOT 2 CUTCHOGUE BUSINESS CENTER BORING LOG MW-3 BY MILLER Q' ^ 4•/ C7 CUTCHOGUE, N.Y. ENVIORMENTAL GROUP, INC. BOTTOM OF POOLAT EL: -. � ,�o 29.33' IS 10.83'ABOVE DATED 10-18-2011 (ELEV:60.5') ,�z BOTTOM OF POOL ATE HIGHEST EXPECTED 29.33' IS 18.83'ABOVE HIGHEST EXPECTED GROUNDWATER ` ;f'.;�`_q: ' . '.i Y`�IATER/5AN ITARY FLAN GROUNDWATER EL: ESTIMATED FROM MAXIMUM 8' ?f NORTH Rev p,amm�gComments6 TEST HOLE 18.50' GROUNDWATER FLUCTUATION IN GROUND WATER Rev Date:08/182016: Scale: As Shown Rev Dat 10718/2016 Sanitary/Drainage DATA BETWEEN 1976 AND 2012 AT KEY MAP N.T.S. Rev Date:07/,82016: Job# 15122 By: E. Nicosia 5 OF 6 � USGS MONITORING WELL Planning Submission CO Z HIGHEST EXPECTED GROUNDWATER EL: 18.50 STAPLE ON ROK FACE "NO PARKING "HANDICAP WALL SIGN PARKING ONLY" SIGN (TYR) (SEE J — SUPPORT ROD DETAIL) PARKING SUPPORT ROD ANCHOR Q bo CONC. LOCKING HASP �j CURB o HANDICAP PARKING SIGN P4-6(12"x18") (DETAILED BELOW) = N 3'-O" GRADE INTERNATIONAL MIN BLUE SYMBOL FOR LU CONTINUOUS"U"CHANNEL METAL POST HANDICAP m AS MANUFACTURED BY EASTERN METAL OF ELMIRA OF APPROVED EQUAL ANCHOR HINGE BACKFLOW VALVE 0 INSIDE ROCK a- (SE BOLLARD STEEL PIPE,CONC.FILLED 1:12 max. slope (SEE BOLLARD DETAIL) P o V o Flared sides 1:10 max. N L PAINTED HANDICAP BLUE slope HOT ROK (HEATED/INSULATED) RPZ ENCLOSURE PAVEMENT(SEE DETAIL) CURB RAMP Model# LR021067043 U. InsideWidth 21 0 InsideLength 67 � � NOT TO SCALE InsideHeight 43 9'-0" 9'-0" 9'-011 91-011 ShippingWeight 325# NOT TO SCALE _ CD Pad Size 90 x 40 o M SIDEWALK NOTES 4,000 P.S.I. 1. PROVIDE APPLICABLE GFI PROTECTED POWER, U.L. STND.943-NEMA 3R, V-6"O CONCRETE INSIDE ENCLOSURES REQUIRING HEAT. MOUNT AT LEAST 6"ABOVE ANY WATER DISCHARGE POINT AND NEAR THE PIPE RISER ON THE ENCLOSURE 4"WIDE I ATOINAL ACCESS SIDE-OR- PER LOCAL CODE. 2 WAY DRIVE AISLE BLUE STRIPE (TYR) HANDICAP PARKING SIGN PER PLAN NOT TO SCALE 8 WIDE INTERNATOINAL BLUE the 2. POUR A FULL CONCRETE PAD 4"THICK AROUND VALVE,ALLOWING A STRIPE AT 450 5' O.C. (TYR) Intternatiiona502.6 llSymbol ofAccessibfication.Parking ll'tyce lcomplying wit dentification 1703ns.72.1 Sg s 0000000000 MINIMUM 1" RADIAL SPACE BETWEEN VALVE RISERS AND PAD. identifyingvaignsshglbe60inches(1tai^mm)mi the minimum above 0000000000 accessible."Signs shall fa 60 inches d to t o bo minimum above the 0000000000 HOTROK IS CONSTRUCTED ENTIRELY OF PARKING AREA STRIPING AND r flnishfloororgroundsurfacemeasuredtothebottomotthesign. 0000000000 POLYISOCYANURETE FOAM (IN DIFFERENT DENSITIES) ,ALIGNMENT DETAIL WITH EXTERNAL FINISHES OF ISOPHTHALIC GELCOAT 502.3 Access Aisle. Access aisles serving parking FULL RAMP spaces shall comply with 502.3.Access aisles shall -04 adjoin an accessibleroute. Two parking spaces shall be WIDTH permitted to share a common access aisle. N�tt,�DPum�SYWa ��Z ENCLOSURE t��TAI L. DETECTABLE WARNING. NOT TO SCALE 2 1 11-211 1 1 y SWALE • D p Fig. 406.3 • 4,000 PSI @ 28 DAYS AIR ENTRAINED POURED Counter Slope of Surfaces Adjacent to Curb CONCRETE WALLSAND FOOTINGS. Ramps 5" THICK 4,000 PSI @28 DAYS CONTROL JOINTS AND EXPANSION JOINTS. PRE MOLDED BITUMINOUS �p . CONSTRUCTION IN CONFORMANCE WITH ACI 3 AIR-ENTRAINED POURED EXPANSION JOINTS 20' O.C. ONSITE PAVEMENT MARKINGS TO RECEIVE TWO COATS OF APPROVED PAVEMENT MARKING CONCRETE SIDEWALK WITH 6X6 PAINT APPLIED TO A MIN. WET THICKNESS OF 15 MILS. 1.4X1.4 WELDED WIRE MESH. CONTROL JOINTS 4' O.C. ALL PAVEMENT MARKINGS SHALL BE PLACED IN ACCORDANCE WITH THE NATIONAL MUTCD 2" COVER MIN. a a ° . ° ° AND NYS SUPPLEMENT. #4 @ 12" O.C. HORIZ. REBAR (S&T) 8" THICK STABILIZED ONSITE PAVEMENT MARKINGS TO BE WHITE EXCEPT HANDICAP SPACES AND AISLES GRANULAR MATERIAL CURB RAMP NOTES: C:) D r #5 VERTICAL REBAR @ 18" O.C. PREPARED SUBGRADE I THE MINIMUM WIDTH FOR SIDEWALK CURB RAMPS IS 5'-0". zo I 1 I 1If—l11 1 1=1 I 1= I ILI I I THE RUNNING SLOPE OF A CURB RAMP SHALL BE 1:20 (5%) MINIMUM (PREFERRED)AND 1:12 SAND BACKFILL (8.33%) MAXIMUM. n ,D °s o ° • ° °°°'°',o °°°� WHERE THE SLOPE OF THE ROADWAY EXCEEDS 8.33%THE CURB RAMP LENGTH IS THE °°•o op°D•o ,o°°•o SIDE WALK DETAIL LENGTH NECESSARY TO MEET THE EXISTING SIDEWALK. IT IS NOT NECESSARY THAT THE RAMP LENGTH EXCEED 15'-0". GRAVEL BACKFILL 00 ° °0 THE CROSS SLOPE OF CURB RAMPS SHOULD BE AS FLAT AS POSSIBLE, NOT TO EXCEED � oD ° ° °°, e°D °°°9 0 1-1/2" APPROVED WEARING COURSE ON 2-1/2" 0", ° DENSE BINDER COURSE ON 6" STABILIZED BASE 1:50 (2%). THE CROSS SLOPE AT MIDBLOCK CROSSINGS MAY BE WARPED TO MEET STREET • o a o Wl l 611ooa°o.° OR HIGHWAY GRADE. % Npj OF 3/4 STONE BLEND OR CRUSHED CONCRETE °°°°_ °°a FILTER FABRIC OVER 2" DIA SCHEDULE ON PREPARED SUB GRADE THE VERTICAL ALIGNMENT OF A CURB RAMP, EXCLUDING THE FLARES, SHALL BE PLANAR. °.° 40 PVC WEEP HOLES @ 4' O.C. GRADE BREAKS SHALL BE FLUSH AND PERPENDICULAR TO THE DIRECTION OF THE RAMP ° o °o ------- .o °'Q° °°D ° °D o °°°I°° 41 1 111 r' RUN. 11 EXPANSION JOINT EXPANSION JOINT o°D° FOUNDATION DRAINAGE SYSTEM I I I� RAMP TRANSITIONS BETWEEN WALKS, , ,LANDINGS GUTTERS OR STREETS SHALL BE FLUSH °49 0° °�D e° 1" p 1n R �► 1 a°°o p°°/°°o °°°I°°a MAY BE REQUIRED IF CLAY I� _ AND FREE OF ABRUPT VERTICAL CHANGES (1/4" MAX). _ ° °°'° '�°°•° '�°°° CONDITIONS ARE ENCOUNTERED ' — ° ° iv C° ° WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, FLARED SIDES WITH n• °D d d oD ° eo o v #6 REBAR @ 32 O.C. TOP ' A SLOPE OF 10% MAXIMUM, MEASURED PARALLEL TO THE CURB LINE, SHALL BE PROVIDED. °°.o o°O•o oopD.o 11 N 211 M I N. 7-- °° ° °° ° M °° ° °°°° ° #6 REBAR @ 16" O.C. BOTTOM °D o °D "1 THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE FOOT OF ° o °°°o °°°a°°o ° A CURB RAMP ° ° .° °°°° ,o°°.° ° ° I I ° ° _ , LANDING, OR BLENDED TRANSITION SHALL BE 5/° MAXIMUM oz o °Q° ° ° Qo LANDING NOTES: • 4,00 PSI @ 28 DAYS 4,00 PSI @ 28 DAYS AIR-ENTRAINED o 11 I PROVIDE EXPANSION 8 AIR-ENTRAINED PROVIDE EXPANSION 9 POURED CONCRETE CURB r LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION OFA 5'-0" BY 5'-0" EXCEPT AT THE #4 @ 16 O.C. �__I JOINTS 20' O.C. POURED CONCRETE JOINTS 20' BOTTOM OF RAMPS TYPE 1 &2 ON SHEET 2 OF 4.O.C. c� • • .D • • • — I I I o THE RUNNING AND CROSS SLOPES ON LANDINGS AT INTERSECTIONS IS 1:50 (2%) MAXIMUM. �- MOUNTABLE 'CURB CURB / PAVEMENT DETAIL 3'-611 1'-2" 2'-0" I ALL CURB RAMPS, SIDEWALK GRADES AND CROSS GRADES I— TO CONFORM TO: LOT 2: S.C.T.M. # 100-083-03-4.9 FEDERAL AMERICANS WITH DISABILITIES ACT AND NYS CODE SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER 6'-811 REFERENCE STANDARDS ICC/ANSI A117.1 6ric. Nicosia BOTTOM OF FOOTINGS HAND DUG INTO DRY TOWN OF SOUTHOLD STANDARDS AND SPECIFICATIONS. p UNEXCAVATED COMPACTED SANDY SOILS. AMERICAN CONCRETE INSTITUTES SPECIFICATIONS, ACI 318. 1� GIISTeIZ�D RIzGHIT6GT PRESUMPTIVE BEARING CAPACITY:(SW) TYPE PO Box 879, Rocky Point, N.Y. 11778 SANDY SOILS= 2,000 LBS PER SQ-FT. IF CLAY OR OTHER UNSUITABLE MATERIAL IS FOUND BELOW Telephone: (631)928-4456 NOTIFY ARCHITECT IF FIELD CONDITIONS VARY ANY BASE COURSE, IT SHALL BE REMOVED AND REPLACED E-Mail: architect@optonline.net WITH ADDITIONAL BANK-RUN MATERIAL FOR A TOTAL COMPACTED DEPTH OF 12 INCHES. BANK-RUN MATERIAL �� ICO sry cyr� THREES BREY�lIN& EAST ETAININSF �� SHALL CONTAIN A MINIMUM OF 15% GRAVEL. C� ` � LOT 2 CUTCHOGUE BUSINESS CENTER � CUTCHOGUE, N.Y. T Scale: 3/4"=1'-0" Scale: 3/4"=1'-0" * SITE DETAILS Rev Date:101113/2016'. 0 Planning Comments—� ' Rev Date:OB/18/2016: � 4 .15 � Scale: As Shown Rev Dat 10/18/2016 Sanitary/Drainage Rev Date:07/1812016: Job# 15122 By: E. Nicosia 6 OF 6 Planning Submission _��.__._...m� .�.�.n.-a. ��_. - ,...�.a>„A....� , , arm ' _� _ • -- ----- , i " CONTINUOUS RIDGE VENTS 1 I ' „ i1 ! i I „ I i PLUMBING VENTS ON „ I f 24 GA. STANDING SEAM METAL ROOF WITH 1 SOUTH SIDE OF ROOF I I , , -�= MATCHING FASCIA, RAKES I „ I , - ! 1 : I I j I i 1 . , 1r I, I , i 1 i 1 I I I 1 1 1 , , , 1 - 1 , I - - I i i , I I - . , I ! i 1 I , 1 I 11 f 1 i r , 1 , I i ! I 1 'i 1 ; I 1I 1 I 1 , i i i 1 I 1 . I , . j I . 1 1 1 I i i - 1 : i i 1 - 1 1 1 1 1 , , 1 , I I 1 I i 1 j . . , , 1 , 1 1 ; , I . I i . j ' iI I I 1 i . f 1 , I i i „ ! , - , ' i 1 i 1 I 1 I I 1 1 I . I I i F i I I w i I 1 I I ! , I 1 1 I � �r� I ' , - ' , . , �^I T------ . .-..—.�"'--r "T--�---'-; - _ ! I II I I I 1 I , i II I I ! I 1 1 . i i i 1 I { 1 1 I i I , i 1 I I ! 1 , 1 : i - 1 ; 1 I I . 1 - 1 � I I I I , 1 , I 1 1 I I I 1 1 1 I I . I I I I i I 1 1 1 1 i , 1 i ( 1 t I I ! 1j f I , 1 1 1 I I I ' I 1 i i ! - , ! 1 1 1 1 i , , 11 1 i 1 - i I { 1 ' ! 1 I 1 1 I I Ii I ! ! I i 11 I I it 1 I _ I 1 I --- -- - --- - 1 -- - - __ • I -- - — - i I I ,I 1 ! I (1 I . 1 I 1 h ii i ' I i ! I !I I j I j i ' I I , - -- -' - -— - t I I 1 1 : i — I --- - - - - - - _-- -- _ i . SITE DATA SITE AREAS OWNER: ITEM -QUANTITY.UNIT COMMENT F& S. LLC. LOT AREA(S) 4-t831 SQFT 0.96 ACRES SITE NOTES 538 EDWARDS AVENUE CALVERTON, N.Y. 11933 BLDG, FOOTPRINT - 6.548TOTAL FOOTPRINTGRADE 1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND MAINTAINING ALL APPROVALS, PROPERTY INFORMATION: PAVING &CURB 18,609 SQFT A PHALT/PCCURB AREA PERMITS AND INSPECTIONS REQUIRED FOR DEMOLITION AND IMPROVEMENTS FROM ALL IDE WALK AT BLDG 680 SQFT POURED CONCRETE UTILITY COMPANIES AND AUTHORITIES HAVING JURISDICTION. LOT2 -CUTCHOGUE BUSINESS CENTER SUBDIVISION RETAINING WALLS 167 SQFT POURED CONCRETE In accordance with New York State Industrial Code Rule 53, prior to performing excavation the COX LANE PRE SUBDIVISION VISIONCUTCHGUM, NY IMPERVIOUS TOTAL 26 604 SQFT TOTAL IMPERVIOUS SCTM# 1000-083-03-4.6 excavator must notify Dig Net at 811. T 2 CTM#: TBD CONSERVATION AREA 11.556 FT 27.6% F SITE AREA 2. CONTRACTOR TO HAVE PROPERTY MONUMENTS AND BENCH MARKS SET AND ZONING: LI - LIGHT INDUSTRIAL: LANDSCAPE AREAS 4,271 SQFT MAINTAINED BY NYS LICENSED SURVEYOR TOTAL LANDSCAPE 15,827 = ° 3. PRIOR TO WORK CONTRACTOR IS TO INSTALL AND MAINTAIN EROSION CONTROL PLAN - _ LOT AREA= 41,831 SQFT./(43,560 SQFT/ACRE)= 0.96 ACRES. LOT LANDSCAPING 37% ISQFT 37% OF SITE AREA MEASURES AS SHOWN ON PLANS AND AS REQUIRED BY ALL AGENCIES AND AUTHORITIES INFORMATION FROM OWNER PROVIDED SURVEY& FINAL PLAT HAVING JURISDICTION. DATED 7/14/15 BY MARTIN D. HAND, LS. INCLUDES CONSERVATION EASEMENT 4. ALL EXISTING STRUCTURES AND IMPROVEMENTS REMOVED ARE TO BE BACKFILLED AND ELEVATIONS HEREON REFER TO APPROX NAVD 1988 AND ARE COMPACTED WITH SELECT GRANULAR FILL COMPACTED TO 95% MAXIMUM DENSITY AND COX LE THE RESULT OF ACTUAL FIELD MEASUREMENTS. SITE QUANTITIES PROPER MOISTURE CONTENT DETERMINED BY THE MODIFIED PROCTOR DENSITY TEST. 50' ROW FLOOD ZONE: ZONE X- NO BASE FLOOD ELEVATIONS DETERMINED PC CURBS 624 LINFT. 8" COMMERCIAL CURB 5. NO DEBRIS ARE TO BE BURIED ON SITE. ALL UNSUITABLE MATERIAL AND DEBRIS ARE TO AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103C 0142 H EFF. DATE: SEP. 25, 2009. SIDEWALK 420 SQFT BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH AUTHORITIES HAVE JURISDICTION. PROPOSED BUILDING AREAS: 4' CHAIN LINK FENCE 97 LINFT. BLACK 6. PROPOSED DIMENSIONS, LOCATION AND GRADES FOR CURBS, WALKS AND SITE EXISTING EDGE OF PAVEMENT 6' CHAIN LINK FENCE 20 LINFT. AT TE IMPROVEMENTS TO BE VERIFIED WITH EXISTING CONDITIONS BEFORE CONSTRUCTION. AREA: SQFT DESCRIPTION / USE STORM POOLS 80 V.FT. BREWERY 6,500 PRODUCTION &OFFICE & STORAGE 15 HPED PIPE 10 LIN.FT CONNECTING PIPE 7. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND DETAILS. CONC. MO c 59055'3 1 ++ C MEZZANINE 812 STORAGE 4.0'W J C CONC. MON. TOTAL 6,312 TOTAL GROSS AREA 9 QTY 8. ALL IMPROVEMENTS ARE TO BE CONSTRUCTED TO CONFORM WITH FEDERAL J�_ 76C' I E 1 AMERICANS WITH DISABILITIES ACT AND WITH NYS CODES AND LOCAL REQUIREMENTS // U 194.54 yOO ENTRY ROOF 48 ROOF OVER ENTRY SHRUBS 47 QTY PLUS GROUND COVER I FOOTPRINT 6,548 TOTAL GROSS SQFT FOOTPRINT. 9. ALL CONCRETE CURBING, SIDEWALKS AND DRAINAGE STRUCTURES ARE TO CONFORM / N °a° M 1 rnsof TO TOWN OF SOUTHOLD STANDARD DETAILS AND SPECIFICATIONS. (� N20' OPEN SPACE CONSERVATIOIN EASEMENT o ` z co Mca10. TOWN OF SOUTHOLD SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL r A10CONSTRUCTION. 1 o STEP DOWN c 1 z ZONING ANALYSIS� rc', 3.5'RETAININGWALL �'� 111. ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS AND PAVEMENT MARKINGS SHALL I - X ZONING: LIGHT INDUSTRIAL(LI) DISTRICT BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES OF THE N.Y. STATE MANUAL OF I a. 3,5'RETAINING WALL P.C.CURB 1 0 I PROPOSED USES: BREWERY I FROM TOWN OF SOUTHOLD: BULK SCHEDULE FOR BUSINESS, OFFICE AND INDUSTRIAL UNIFORM TRAFFIC CONTROL DEVICES AND AS DIRECTED BY THE TOWN OF SOUTHOLD I I O I U I I w 1 I DISTRICTS STRUCTURES (280 ATTACHMENT 4) SUBDIVISION I 06B"P.C.SLAB m N o I r TEST HOLE I �' Cl) I N 1 D ( I ED P ED MGENERAL NOTES i29.2' 9.5' 2 19.3' 22.3' I LOT SIZE s .ft. 40,000 41 831 0.96AC COMPLIES I' I5.0' 37.4' ! L WIDTHt M _______ -------------- -___________ ------ --- LOT DEPTH feet 150' 212.02' COMPLIES 57.T I ; OVERHEAD °� 4,5',R I 1. THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS & SPECIFICATIONS. I DOOR ` 00 ( ! .4' MP WITH SIDE YARD feet 20' 57'/70.5' COMPLIES WITH SUBDIVISION 2. DEVIATION FROM THESE PLANS, UNAUTHORIZED DUPLICATION OR REUSE WILL NEGATE 1 I o I BOTH SIDE YARDS 40' 127.5' COMPLIES WITH SUBDIVISION CERTIFICATION AND IS A VIOLATION OF NYS LAW. w I ; _ t °' I REAR YARD feet 70'/NA N/A' COMPLIES WITH SUBDIVISION W w ( �' I LANDSCAPE AREA(%) 25% 39% NATURAL & LANDSCAPED 3. THE ARCHITECT AND ENGINEER IS NOT RESPONSIBLE FOR THE DISCOVERY, PRESENCE, ¢ ( m m ! ; z 1 � �j im 0 41,831 LOT AREA-26,004 BUILDING & IMPERVIOUS = PREVENTION, REMOVAL OR HANDLING OF ASBESTOS, HAZARDOUS MATERIALS, GASSES, w u> I _�s �; ' o ¢ I " " (� 15,827 SQFT LANDSCAPED AREA/41,831= 37%. INCLUDES CONSERVATION EASEMENT FUMES, MOLD AND OR MILDEW. w z I ISI j v V- I� �? m °w Q I a Q IZ Cr) MAXIMUM DIMENSIONS ALLOWED PROPOSED COMMENT 4. THE ARCHITECT AND ENGINEER ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION w 1 I� z ' 0 > � 1 IX j � LOT COVERAGE % 30° 15.6° 6,548/41.831= 15.6% MEANS METHODS, TECHNIQUES, SEQUENCES, PROCEDURES OR SAFETY PRECAUTIONS a I cm Iw BUILDING HEIGHT feet 35 28+ COMPLIES AVG. NATURAL GRADE AND PROGRAM IN CONNECTION WITH THE WORK. THE ARCHITECT OR ENGINEER SHALL �, U_ I _ ( _ NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS OF THE OWNER, CONTRACTOR OR X w I ¢ 1 w NUMBER OF STORIES 2 1+ MEZZANINE MEZZANINE - 13% FLOOR AREA SUB-CONTRACTORS. LL` '� o Z I ; PROPOSED ONE ® ; a 1 W o STORY STEEL �- ti 1 a? I I HEIGHT OF BUILDING 6. ALL CONTRACTORS AND SUBCONTRACTORS SHALL PERFORM ALL WORK IN a Q z LU 1 � `° I Z a l The vertical distance measured from the average elevation of the existing natural grade adjacent to the I BUILDING building, before an alteration or fill to the highest point of the roof for flat n 7,77""", -, - v �, l g. Y 9 p and mansard roofs and to r... BUILDING, PLUMBING MECHANICAL ELECTRICAL, . ..., COMPLIANCE WITH NEW YORK STAT ¢ 1 ; Wheight ' - the mean betweene . , :.•'.. ,. : %:�:' '-.' , , - � X and rid a for other t :�: f;:'::lf fF ,4 rSf�w,-;+.<."v''J• ',f i REFERENCE STANDARDS. I t „w.:..: ,. ENERGY FIRE SAFETY CODE AND R - = V 'L5 > ,: , �ti'z' a Al a LOT COVERAGE - , : .. . . . '.::... .' .:...,.,., 7. ALL CONTRACTORS AND SUBCONTRACTORS SHALL PERFORM AND/OR INSTALL ALL w I I G a �, Q � That percentage of the buildable land existing on a lot which is covered b the building area. 9 Y 9 MANUFACTURER'S SPECIFICATIONS UNLESS N ACCORDANCE TO MANUFA ! � I PORTIONS OF WORK I O a 1 Amended 4-10-2007 b L.L. No. 11-2007 REQUIREMENTS OF APPLICABLE BUILDING CODES AND/OR o f a v I I Y SUPERCEDED BY STRICTER a 3 : ; VES Q .Y' :C may. I I ' <:F I% t 1 „ TI NS. r f REGULA O f I 1 " ' t 4 ' ' 4. 1 I 2 20.0 CL 4.911 8. OMISSIONS FROM THE DRAWINGS OR THE LACK OF DESCRIPTION OF THE DETAILS OF 5.0 5 9 0 2.1 20.0 4.9: PARKING CALCULATIONS WORK WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE 50.0' REQUIRED SETBACK i PERFORMED SHALL NOT RELIEVE THE WHICH ARE CUSTOMARILY P ; 1280-78: DRAWINGS OR � � I � � >. �.; �,"; ,;: „`e{ • RMING SUCH WORK BUT SHALL BE 56.4 SETBACK 1 65.0 ; 70.5'SETBACK OFF STREET PARKING REQUIREMENTS SUBCONTRACTOR FROM PERFO CONTRACTOR OR SUBCO - ' _ PERFORMED AS IF CORRECTLY SET FORTH AND DESCRIBED TO FURNISH A COMPLETE I ovE EAD OVERHEAD I fUSE ...... r DODR DOORLight a„ INSTALLATION IN ACCEPTABLE CONDITION. ! I BREWERY Li ht industrial uses 1 per em to . or 1 per 500 s ft of floor area whichever is greater 47.3' - cfl 2.6 N2 45.0 REQUIRED SETBACK :•...:.. .. ,? x - 1 ,. PC APRON 9. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER 6'BLACK CHAIN PCA RON j i I i MEZZANINE Light industrial uses 1 per employ. or 1 per 500 sgft of floor area,whichever is greater RK HALL BE INCLUDED AS IF THEY ARE LINK FENCE ,�. CONSTRUCTION OF ANY PART OF THE WO S I WITH SLATS 1 I , 64'LONGTRACTORTRAILER INDICATED ON THE PLANS. Size of spaces. Three hundred fifty square feet shall be considered one space (to provide room for 9'DIA.X 25'H.GRAIN I `---------- STORAGE 25'H.G P.C. --------- -----------w--------------------------� 'I I 1 standing area and aisles for maneuvering).Aisles between rows of parking spaces shall be not less LIST OF SITE PLAN DRAWINGS '"- 5'X45'LOADING BERTH "-""I-- 1 10. ALL CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS, W SLAB/FOUNDATION I � 1 � I than 22 feet wide, unless reduced for sixty-degree-angle parking, in which case the aisle space should SHEET TITLE DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION, AND AS ANTICIPATED OR INFERRED I co M 1 l be not less than 16 feet wide. Entrance and exit lanes shall not be computed as parking space except AC-1 ZONING/DATA/ALIGNMENT PLAN ASPHALT PAVING ( I PRIOR TO PRICING OR BIDDING. THE OWNER SHALL BE NOTIFIED IN WRITING OF ANY 4'BLACK CHAIN LINK ; �° l - ! for driveways for one-family and two-family residences. The minimum parking stall width shall be nine , FENCE ON TT±P.C. o I AC-2 EXISTING CONDITIONS/ 500 RADIUS DISCREPANCIES OR OMISSIONS, WHICH WOULD INTERFERE WITH THE SATISFACTORY co RETAINING WALL! ® l C� 1 feet, and the minimum length shall be 19 feet. EXECUTION OF THE DESIGN AND OR THE COMPLETION. i `� ? ' I !� ! AC-3 LANDSCAPING / LIGHTING PLANS IN THE CASE OF DISCREPANCIES ON THE DRAWINGS, ANY BIDDING CONTRACTOR OR 1 co I\ N I Access. Unobstructed access to and from a street shall be provided. Such access shall consist of at AC-4 GRADING/DRAINAGE/UTILITY PLAN . TEST BORING L- __-_- _ I least one fifteen-foot lane for parking areas with more than four spaces but less than 20 spaces, and at AC-5 WATER/SANITARY PLAN SUBCONTRACTOR SHALL ASSUME THE MOST COSTLY CONDITION WHEN BIDDING AND �. LOG MW-3 I _ _________ _________ ________ _________ _____..___ _________ _________ _________ __- ___ ____ _' N I ,l o l least two ten-foot lanes for parking areas with 20 spaces or more. No entrance or exit for any off-street PERFORMING SUCH WORK. o LOGELEVM 3 I 12 0o I ° AC-6 SITE DETAILS I o O I parking area shall be located within 50 feet of any street intersection nor exceed a grade of 6%within 11. ALL CONTRACTORS AND SUBCONTRACTORS SHALL OBTAIN ALL BUILDING INSPECTIONS N I 9.0' 9.0' 9.0' 9.4' M I 25 feet of any street line nor 10% at any other point. All points of ingress or egress shall be AND REGULATORY APPROVALS AND MARK-OUTS AS NECESSARY AS RELATED TO THEIR ! appropriately signed, unless such signing is considered unnecessary by the Planning Board. RESPECTIVE DISCIPLINE. Z CONC. MON. ss P.C.CURB M i I oN�tis- SITE , ", .., ..' f, USE AREA RATE PARKING REQUIRED Roq -- P o . f° .. 12. ALL CONTRACTORS AND SUBCONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH A l ++ + CONC.MON. BREWERY1SPACES ALL DRAWINGS AND SPECIFICATIONS, AND SHALL INSPECT THE EXISTING CONDITIONS IN 'V 59055'31 V1�1 191 .01 MEZZANINE 12 1/500 1.6 SPACE THE FIELD AND FIELD MEASURE AND VERIFY ALL DIMENSIONS OF THE BUILDING AND ALL j LOT 3 TOTAL 7,312 1/500 15 TOTAL REQUIREDg ` °P. -; � CyN DIMENSIONS RELATED THERETO. DO NOT SCALE THE DRAWINGS. DIMENSIONS SHALL I eon: f', F ., �yP. ," raw' ,,``. o m 4 0 ,9 ,' . O� r A. GOVERN ALL DRAWINGS. REPORT ANY DISCREPANCIES OR MISSING DIMENSIONS I M TOTAL PARKING PROVIDED: 21 SPACES REQUIRING CLARIFICATIONS IN WRITING PRIOR TO COMMENCEMENT OF THE WORK. _ _______________________C0 l `o t I I OFF STREET LOADING -1 SPACE REQUIRED/PROVIDED110 Size of Loadingspaces. Each required loadingberth shall be ((�� at least 15 feet wide, 14 feet high and 45 feet long and in no ! event smaller than required to accommodate vehicles 4 normally using such berths. JUL 2 2015 / NORTH f AL I SN EN T- FL.A Southold Town KEY MAP �l�I I I� Planning Board N.T.S. LOT 2 IN SUBDIVISION OF S.C.T.M. # 100-083-03-4.1 N 0' 10' 0' 0' 100' - - Eric N �cos�a 5' 30' R�C�IST�Iz�D A FLHIT6CT BAR SCALE Scale: 1"=20' PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631) 928-4456 E-Mail: architect@optonline.net EDA THREES BREKNG EAST c stc° ecc LOT 2 CUTCHOGUE BUSINESS CENTER CUTCHOGUE, N.Y. ZONING/r;)ATA/ IGN L MENT PLAN Scale: As Shown Rev Date 7/18/2016 _ G 1 -Job# 15122 By: E. Nicosia 1 _ 1 OF 6 LIPA 2 �. z COX LANE • • • • . . . . , , , - - . _ . '58'"fZO - . . • . EXISTING 12"S.C:W.A WATER MAIN EP:55.06' EP:53.79-54 EP:53.33' ��• _ EXISTING EDGE OF PAVEM T EXISTING EDGE O --- — -- 581— � CONC. MO � —60' 4.0'W MON. _ /\ OP - EN SPA /94.52' 1 .00' \ O O / N / N CONSERVAT16N 52' O NOW OR FOf�M1=FLY:SUFFOLK Q n EASEMENT � ` / COUNTY N 59055'31 W \ , ` 34.1 ' I: CfiM#1000083000200012007 _ 60 58_56 54' 9 N ZONING:AC AGRICULTURAL CONSERVATION V' \ N %� ` 1 i! USE:AGRICULTURAL Z NOW OR FORMERLY:LIEB VINES,LLC. O i- SCTM#1000083000300002001 V IL xuE 13050 OREGON RD w N ZONING:AC AGRICULTURAL CONSERVATION Q N ' Ln '' O USE:AGRICULTURAL/RESIDENCE �? (fir NOW OR FORMERLY:TOWN OF SOUTHOLD'"., a Q NOW OR FORMERLY: ` SCTM#1000083000300002002 'Q W a � J ZONING:AC AGRICULTURAL CONSERVATION SUBDIVISION .54 :A SCTM#1000083000200012008 USE: U J TEST HOLE , / �,� ZONING:AC AGRICULTURAL cn / CV S CONSERVATION cli - OQi USE:AGRICULTURAL R 0F_ — — — — V \ t, O GN I X / W BUILDING SET ACK NV LODE - f I NO CULTURAL OR HISTORIC > FEATURES LISTED WITHIN 500' Q NOW OR FORMERLY:BOYD,GREGORY A. NOW OR FORMERLY:ANTONE BERKOSKI n , i Z O i SCTM#1000083000300003001 SCTM#1000083000300003002 LO / r ,. r �� SNE N O S i 1 _ M E 12950 OREGON RD 8580 COX LANE W Z r �� •( Xt .`451 � O _ WAI ZONING:AC AGRICULTURAL CONSERVATION ZONING:AC AGRICULTURAL CONSERVATI N O M , W 5 M USE:AGRICULTURAL/RESIDENCE USE:AGRICULTURAL/RESIDENCE W 0 W QxN FIN.F PUBLIC WATER PUBLIC WATER C7 > s COX LANE X O o 50'ROW W I ' 559°55'31"E 47572 . • 0 O 62' i i ,9a 52'; oo"°', 281.20' i • • ; e - M 0 N ________________________________Q � Z O Z LP L0 W / I LOT 2 11 I I LL� � � L0LLI z U N JQp v rc1 : ia .�"a°oA=... / $ JOJZ�Q w 0 . 960 ACRE � ; Q 25.4' Q OZ(z) �zOf 0o 3 WmxO �ZNzU�F 5112 LOT a. w �o�JZJ I 41 831 SQ . FT�/ I W 0.960ACRE pp LJ. Q J Z o U Z 41,831 SQ.FT. LL p =I LLI 1L N W-z WW(<D O W4t00C7�a ' lAi L. wpo w� O2 z / 54 li A No�U�(� C7 - W I g G.T.1 -0Lr)<z �U z ' { O OW> N C)CIJ U OU W 53 1.4LO01 A RES Z U ON ' 40 ZO 6A 61,020 S'Q.FT. (Il { �' NOW OR FORMERLY:MORELL, LLC. N O U O N59 •. 359°55'31"E 28,zs z ��7// ` { I 2 (n N N59-55'31"' 69101'-0H 146.20'•^6p CONC ON CONC MO J 135 5' I VERIZON NEW YORK INC/LONG O d0'RIGHTOFWAY Q W — f I ISLAND LIGHTING COMPANY/LIPA/ Z • (PRIVATE) . I 00 / �- t I ( 25 �.T.1 KEYSPAN ENERGY DELIVERY �, � '---- ------------------------------.e '; _ O NOW OR FORMER Y: F&S, LLC. N W —j I I ( > e i 11 SCTM#1000083000200012011 SCTM#10000830 0300004007 U Q Q Z i ZONING:AC AGRICULTURAL ga= 12820 OREGON RD 5 3 Z o < �_ W W CONSERVATION " �g SUBDIVISION L TS 1,3,4&5 °< (�o o- U) W I 64' { LP1 LP USE:PRIVATE RD og R w =? COX LANE COX LANE EXISTING EDGE OF PAVEMENT S 59055'31 " E 194.52' z m 4 .00' 194.52' Z 4 .00' 1 G.G 0.0 l G.1 m f NATURAL AREA I co j I �- X a. N TO REMAIN j<-C) m N 1 0.iu) Z) I 20' OPEN SPACE CONSERVATION EASEMENT I W 1 = Q 20'OPEN SPACE CONSERVATION EASEMENT 1 o.iw 0.1 0.1 0,-j -...----------.......+r--�----------- I OQ� 0.2 I 0. 0.2 0.1 0.1 0.,_I f r� STEP DOWN l- �? 1 C7 3.5 RETAINING WALL z I r> STEP DOWN 1 7.0 MIXED ANNUAL BEDS o3 03 03 03 03 os oa oe oa oa oa oa 04 to N 1 _- 2 a.2 0.1 G.: ° o -3:5 RETATNIIV 7.0' ,r. 1 r` �.�� ' v o.s G. a. 0.2 o.z a-1 I w 3.5'RETAINING WALL I I W ° 1 o.s o.6 0 o.s o, 0.4 0. s 0.5 0. 0 0.6" 0.8'- 0.6 0l 0,-1 g 0 Oo 0 1 I O I p a R�TAIf�ING WALL 1 RE-VEGETATE o`t y' m O ( p I rU_ a _5 I o o.e D. 1.z a$ WIDE NYLON WEBBING Z U d I CV O Q .0 2 3 Ls 1.2 1.1, 1.0 e 0.7 0. 0 6 0.5 0. 0.8 o.9 0.9 1 - 1 DISTURBED Y z c� 1 z 3 c� w l- I AREAS WITH U Z 2 z I I Q 1 g Y z U' -"„-- i.6 0.. 0.7",•0.9 0. C..$ ROOT CROWN TO BE AT FINISH �� DO d Q Z I �� ( n00 Z Z.1 1.9 1.6 1.8 1.6 3. 1.0 0.8 0.7 0 7 0 7' o.a o 1.3 1.9 lI I NATIVE GRASSES W--'" r GRADE ORI-2"ABOVE GRADE �_ Grp W 0 I I J 1 W,m {j Q 1 2.2 i�i 0.3 c.s c.i W XLL1 W N ( F, X �.2 1.5 1.7 1,8 i,6 1,4 ,1. 0,8 .0.7 .6 0.� 0.9 1. 1.5 2.0 1.9 1I ^1 2"x2"WOOD STAKE AT ( r - -' I 1 ` v OR BELOW GRADE 2"SETTLED LAYER OF MULCH 1 a u> I ( ? z z 1.6 1. " o.a iro.4 z c. 1 if1 1h M,2 1.5 1.4 1.6 1'.5 1.9 1. - 0.8 ,r0.7 0.7 0.' 0.9 1`.2 1.7 2.3 2,1 11 _ °aoo aoo�I�_ 1 ,.:M '` � - 6 00 - ., 000 - TILLED OR BROKEN UP SOIL0.3 o.z o00o f ( I FINISH GRADE - o00 � P3 "' f ' II 1 i - .2 `r 2.z .-a 1.7 e 1.5 1.6 1.5 2 I ' - - MIN 12"DEEP ( 1 14'OVERHEAD o3 03 oz 10 1 ' %;' 1.2 z b pa G 3 0.1 0.j os os 06 0 I 14'QVER,H<AD �4 y;; 6 o.s�0 2X WIDTH OF DOOR J / 0.6- 0.4"0 r 0 0.2 0 0.� ROOTBALL 01 °0.6 o.e 4i.o, ?H TREE PLANTING (>3" CAL.) I I I I NOT TO SCALE Z I K w w I I- 1 1 >�sG.3 0 0.5 0.6 0.5 ! 04 1 N 1 UI Z 1 - 0.3 0 0.1 0.1 0.1 0.1 W 1111 F Q I Z W 1 2 0. 4 0.5 0:&„--0.5 0.6 a 0.9 W I 2� I C I 1.,� 0.3 o G.1 0.1 0.0 01 G o.s ' -- 0.8 0 " I- '�`• 04 w`� r fr„N,,._ ..1 0 0.: 0.1 0.0 0.1 LU W I I -lie � i �.( m W 1 1.. e1 0.1 0.2 0 0.5 0.7 0.9 f,>3':0 1.2 Y 1.2'' V'0 WIDE NYLON WEBBING ® Z 1 04 ^ I CD Ur O o Z 1 ' 3 1 0.1 0.1 0.1 0.1 ROOT CROWN AT > I-- I oa V 1 F- I r r 11 LD O 1 1 Z O 1 {e1' 0.1 0, 0.3 0.5 0.8 F1.1 1.5 1.9 1.5 1 FINISH GRADE, / c,i ry' ., Ce o. 0.2 0 > al 0.1 0.1 \/I �L `�� I �4 � I �_ � Q I f, 0.1 0. 0.9 0.5 0.8 `1.2 1.8 2.3 1.8 VVII// ♦/z01 0.9 0 0.- 0.1 0.1 C. OR 1-2"ABOVE GRADE 0 � 1 = I X � 1 � s � 1 0,1 0. 0.3 0'.5 0.7 !r 1.2 1.7 1.6 1.6 2"x2"WOOD STAKE AT w� ° az U) PROPOSED ONE a,9 W 'w^ PROPOSED ONE ` I 2 W C vJ t, 0.6 0 0.2 G.1 0.1 1.1 OR BELOW GRADE (x_ Z Z 1 0.1 0.2 0.3 0.5 0.7 i 1.2 1.6 1.3 1.7 9 1 m= _j.2 o 1 STORY STEEL o7 i i I STORY STEEL ` ',.5 a . 0.2 C,1 0.1 a. -IT 2 SETTLED LAYER OF MULCH ® 0 �r I 07 I I U 0,1 11.2 1.7 1.8 1.7 11_ 4 e-6 1 o. 0.2 c - 0.1 0.1 e.1 1=11 °p04 ti0'I=1=III=11= Z W W 1 _ TLIII 0006a�o6 600-006 li=- TILLED OR BROKEN UP Q I BUILDING OS 9 I I BUILDING - 0.1 0. 0.3 0.5 0.8 1.2 1.6 2.3 1.7 1 ') ' .■ , - -- SOIL MIN 12"DEEP cn d W I - n-I �I-I__ II- TI FINISH GRADE -li w-17 it-li 3TI=nl =1 X z ♦I♦L�L o5 ( •rqg :, - - W vJ 1 05 �,/01•'... 1.0 1.4 1.6 1.4 2X WIDTH OF ROOTBALL � 05 N Q I � Z ^"" I .3 t�/" 1 W I 0.1 0.2 0.3 0.5 0.7 0.8 0.9 "3.l- -I.1�' EVERGREEN TREE PLANTING o = >N > i G o I .3 G = 0.1 0.0 0,� 9 N d 0.2 0.2 0 3 0.4 0.5 0.6 0.7 0.8 0.7 NOT TO SCALE I oa z _ ." 0 1 0.. 0.1 0.0 C.I 0$ I 0 I g^,j 0: 0,2 0.2 0.5 0.9 ® 1 0$ I O 1 .0 1 C.2� � 1 0.. G.1 0.0 C.I J ( 9 1 I ""~t, 0.1 .2 0 0,3 0,3 0. 0,5 .9 0.3 - 1 04 6� 04 1 O.i .2 0.? 0.9 0.5.--0.6 0.6 „2 ROOT CROWN TO BE I 1 �A , AT FINISH GRADE OR 1 " ( 1 +�� o. 0 < o.. 0.1 0,o a.1 1-2"ABOVE GRADE 2"SETTLED I oa ;i,01 I I 0.1 o.z 0.4 0., 0 0" o.e a LAYER OF MULCH I 1 1 it-I 'oocoa c leil-In-1 u I 0409 ' 1 1 '� 0.9 o z a.l e.0 0 1 IT II-000cn o000� uP1T I_ I � •" � 4 j /,/'t ' tq .0.5 0.7 1�0 1.3 1.3 1.1 ��•� �`'� °f'' 8 1 FINISH GRADE oaao aoo - -_ _- 1 -° 00a°o°o o°o°o°O Ill! - TILLED OR BROKEN 10 1 3 i , Q o.b 0.i 0 = 0.. C.1 0.1 0.1 Irl_ I-rnu-u u� I 03C:) I I _ ' 1 2 1 7 1 7 UP SOIL MIN 12"DEEP 1 ---- as os o I .. _ I O('a. P4 1.2 .I o -- I I Iii If ` _ .e e 4 .z 0.1 c,1 r i „Q "I 1.0 .0 1. 1.2 _1.,0,. b:9 1. .1 9 '1:Y' 1.9- }.2 110 0.1 .8 I.O; 1.3 2.1 2.3 1.4 + �( �� I y 1.3 �,C 0 ;' 0.4 0.2 0.1 0.1 IL..` 2.4 2•,5 2.8 2.4 '2.0 :5 1.1 1,0 1. 1.3 1.7 1.9 1.5 2X WIDTH OF ROOTBALL i i j � l = 6 O 0 I t O 1 c 1 0.9 0-.2 0.1 0.1 J. 3.1 13.9 2. '.9W 2.9 '3.7 3.0 2.5 2. 3.3 2.2 9 1.1 1.3 1.5 1.7 "2 1 TYP. SHRUB PLANTING: 1 ] .7 .3 .6 2.7 2.3 2.2 f 2.2 2.3 2.6 2.9 2 2.7 .1 fr 1.6 1.3 1.0 1.0 '0.9 0.9 0.9 1.1 1.4 1 INDIVIDUAL PLANTING HOLE ! W / a ; G. a.2 a.1 1 4'BLACK CHAIN LINK 4'BLAC CHAIN LI K 1 l'.1-�,.1 1.5 1.7 1.9 1.8 Y.].., 1.9 1., `1.8 9 1.9 s ~ .4 0 '0.9 0.8 0.7 0.7 ., 0.8 0.9 1 NOT TO SCALE � 1 1 � 1 1 l b• .- FENCE ON 7.3'#P.C.1 I O I FENCE N 7.3't C. RETAINING WALL I ( ../� I J i _...u. .. ..:" _,'....._... .",_. ..,..-' o.a o , 0 3 0.2 0.1 0.1 U') I RET INING WA L o.9 o.F 1.i 1 1.1 1.2 1.3 1.3 1.4 1.3 1.4 1, 1.2 1.1 0 0. 0,8 0.8 0. 0.5 0.5 0:6 0.7 �. o'° / ( __0.6 0 7 0.8 0.7 0.8 0.9 jjj ,.10 1.0 1.0 1.1 1.0 .9 0.8 0.8 ,"0.8 0.7 0. 0.6 0.5 0.5 0.9 .9 0.5 0.5 ,6 0-6-0_6 1 0.4 0.2 0. 0.1 .. ,� r , � 2 G. 0. C 1 1 0.1 . 1 0.4 G. 0�50. 0. 0 0.7 ] 0.7 .8 0.7 0.6 .6 0.6 0.5 0. 4 0.9 3 0.3 0 0.9 0.4Oa1 o 0.3 P 0.2 0_ .1.3 0.4 0 0. 0,5 .5 0.5 0.5 0. 0.4 0 0.4 0. 0.3 0. 0. 3 0.2 2 3 0-' O L N d✓'s' 0.2 C 0.1 0.1 0.1 0.1 CV 0.2 0.2 0.2 0. 0.3 0 0.3 4 0.9 .4 0.3 ;7..3 0.3 0.3 0.3 0. 0.2 0 0.2 2 2 42 0.7 1 0.1 0.1 0.1 C.1r Z I 01 1 I 0.1 0.2 0.2 0. 0.2 0 0.2 2 0.3 .2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0. 0.1 0 1 0.1 . ;e'4111 1 C IL � � 1 I '��' 0.1 0.1 0.: 0.1 0.0 0. N 59055'31 " W 191 .01 ' Ny 59055'31 " 1/�/ LOT 3 1 191 .01 ' I VEGETATE SLOPE: I T I HYDROSEED WITH NATIVE ( SITE L I S H I INS FLAN 1 GRASSES ON JUTE MESH IN PREPARED TOP SOIL EXISTING EVERGREEN PLANTINGS WITHIN CONSERVATION EASEMENT TO REMAIN Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Entry FC Level @ Grade Illuminance Fc 0.13 0.3 0.1 1.30 3.00 Parking Lot Hor FC @ Grade Illuminance Fc 0.86 4.9 0.1 8.70 46.00 LAN�SGAPING FLAN Luminaire Schedule _ •_ Qty Label Arrangement Total Lamp Lumens Lum.Watts LLD LDD Description Mount Height -,� CANOPY 1 C1 SINGLE 1161 55 0.950 0.950 Prescolite Recessed ;10W LED, 3000K; Downlight FILING 9' lf... , z.. POLE 3 P4 SINGLE %r,,. F 3881 55 0.9 �;, 950 .�,,.:.-,;:,,.. Beacon Urban series•55W LED 3000K•Type IV i P , dist;full cut-off; OLE 14' WALL 3 W4S SINGLE 3881 55 0.950 0.950 Beacon Urban series 55W LED 3000K T I ' S;full cut-off WALL Type V dist; HS 14 '3'r' .4' :"., %�a�5r1.:.'_;;/�"///L/�.:i>i,'�%:'r'." `Yi/i%:";�✓=t. ��'" ;"�ti, cwar�+�a WALL 1 W3 SINGLE 3881 55 0.950 0.950 Beacon Urban seri g .�N,"W AL _ es,55W LED; 3000K;Type III dist;full cut-off WALL 14 (r `1 = (Max 5,000/acre) Total Lumens 24,447 Max allowable 2 g PLANT SCHEDULE i-- - BEACON PRODUCTS "URBAN" CAP 21 LED FIXTURE - FULL CUT OFF TYPE FIXTURE IS AN IDA "DARK SKY" APPROVED FIXTURE. NUMBER QTY COMMON NAMES SCIENTIFIC NAME 1V 3„ C -- LIGHTING TO BE TIMER CONTROLLED 01 6 LITTLELEAF LINDEN CALIPER TILtA CORDATA .v. .�. 3" CA NA'AR RAT' 02 2 GALLERY PEAR- CALIPER PYRUS CALLERYA ISTOC I , ,u....... . , -'y, , 03 9 WESTERN RED CEDAR-6' TALL THUJA PLICATA cy r 04 18 BOXWOOD 'GREEN MOUNTAIN' BUXUS SEMPERVIRENS 'GREEN MOUNTAIN' 4 ` ' 05 5 HATFIELDII YEW TAXUS X MEDIA'HATFIELDII' WALL SIGN FIXTURE: I ,t< :;�,% BLACK RAB LIGHTING r 06 6 AZALEA WHITE AZALEA X DELAWARE VALLEY WHITE " 07 3 JAPANESE SPIREA ANTHONY WATERER SPIRAEA BUMALDA ANTHONY WATERER' INC. GOOSENECK 12" JUL 2 9 2016 I 1 1 ANGLED SHADE 8W `� �.. 08 6 LITTLE PRINCESS SPIREA SPIRAEA JAPONICA LITTLE PRINCESS „ LED FULL-CUT OFF TIMER CONTROLLED SITE LIGHTING 09 7 HYBRID ROSE DARK PINK ROSA X NOATRAUM TYPICAL LIGHTING FINISH COLOR:BLACK FIXTURE Southold Town i€¢m;.;.;.. ,g _ 10 10 LILYTURF BIG BLUE LIRIOPE MUSCARI BIG BLUE ��. <•. :, z t`: -"''; FIXTURES ARE TO UTILIZE HOUSE SIDE SHIELDS AND Planning Board �, TO BE AIMED AS TO NOT ILLUMINATE OFF SITE. ALL "rdp;' j' 11 LOT 2 IN SUBDIVISION OF S.C.T.M. # 100-083-03-4.1 ALL TREES TO BE 3 MINIMUM CALIPER 2'HIGH AT PARKING AREA POLES,0'HIGH AT LANTERN POLES i is i SOD AREAS : BLUEGRASS BLEND FIXTURE ON LIGHTPOLE BASE ENTRY: MIXED SEASONAL ANNUAL BEDS �iCIG t� ��os�a TOP DRESS BEDS WITH FIBROUS MULCH NON SHRINK GROUT UNDER BASE , . . STUB OUT APPROVED CONDUIT 2"OVER BASE RG IT T STOCKPILE AND RESTORE EXISTING TOP SOILS. it GROUNDING CONDUCTOR IN PVC CONDUIT AMEND SOIL AT LANDSCAPING/LAWN FOR PLANTING. o PO Box 879, Rocky Point, N.Y. 11778 PROVIDE AUTOMATIC IRRIGATION SYSTEM TO ALL LANDSCAPING AND LAWN AREAS FINISHED GRADE Telephone: (631)928-4456 ',III E-Mail: architect@optonline.net (4)3/4"X 24"GOT DIPPED GALVANIZED ANCHOR BOLTS 1-D A THREES G J o � EE BRE.PNING EAST . y SEE BASE BOLT PATTERN AND THREAD EXPOSURE 4000 PSI @ 28 DAY AIR-ENTRAINED REINFORCED POURED (� r y O /1e LOT 2 CUTCHOGUE BUSINESS CENTER CONCRETE FOOTINGS r r 0r 0r 10' 0 10 �� CUTCHOGU N.Y. . (4)VERTICAL#5 REBAR @ 18"O.C. :4 LANDSGAPINCG / LIGHTING PLANS 3"MIN CLEARANCE ALL SIDES , EXISTIN(Sp F LAN I I N�S 51 30' Scale: 1 =20 BEACON PRODUCTS RINGS) CAP 2'_0" t f ' ` (6)HORIZONTAL#5 REBAR EO.SPACED BAR SCALE 21 LED NO RINGS ON 3"MIN CLEARANCE ALL SIDES Scale: As Shown Rev Date 7/18/2016 21 "-CAP-CAP PLAIN POLE (BLACK) GROUNDING CONDUCTOR IN PVC CONDUIT AG-3 N Job# 15122 By: E. Nicosia 3 OF 6 COX LANE GRADING AND DRAINAGE PLAN KEY I - 190 EXISTING TOPOGRAPHY LIPA2 , F- EL.XX.XX EXISTING SPOT ELEVATION z ° EXISTING EDGE OF PAVEMENT I -- a PROPOSED TOPO LINE _ COX LANE +:XX-XX PROPOSED SPOT ELEVATION S 59055'31 " E O (- ,._ ,.- ,»- ,»- ,.-^,.- ,.- ,.- ,.- ,»-<,. - ,w - ,._ ,.- ,.- ,w - ,.-^, -^,. EXISTING 12"S,C.W.A WATER MAIN"- . - �- ,.- ,.- ,.- ,. . , R$W_ .- .I - TC:XX PROPOSED TOP& BOTTOM OF CURB --T"-- BC.XX TW:XX PROPOSED TOP& BOTTOM OF WALL 1 4 .00' 1 I EP:55.06' EP:53.79' --54` EP:53.33' I BW:XX EXISTIfVG EDGE OF PAVEM T 56-- -® PROPOSED FLOW LINE 58' RL ROOF LEADER CONC. MO I ---- ----- - ---- ---- --- --- ---- -I I r M S P DOWN I I 4.0'W -- CON . MON. CB/TD CATCH BASIN/TRENCH DRAIN DRAINAGE 3.5'RET NING WALL DRAINAGE 1 94.521 1 ,00 1 A# DRAINAGE STRUCTURE 7.0' _ AREA A w 3.5 TAiN1NG L ( j I N 52' 1 U I® ® CAST IRON OPEN GRATE AND FRAME DRY WELL COVER I a -' AREA I O 20 OPEN SPAC ONS RVATI N EAS MENT j � i � O CAST IRON SOLID GRATE AND FRAME DRY WELL COVER f ';� O 1 Q 0 a ( 1 X60' 58' ,56' 54' I uj 1 U -- --- --- uj TESTI OLEON I I w°° SU wDo z w ��' Z ^' i STE DOWN / �za Z TORM WATER DRAINAGE NOTES 1 ! r 1 ` V ( 24.0' 1 7.0' BW:58.16' 3.5'RETAIt�JNG WALLI BW:54. 5' ~ ' ' TW;58.16' TC:54.75' T aa.so' - � I RAINFALL CRITERIA = 2" = 2"/12=(.17') y' _ M I I W m w ROOF RUNOFF COEF = 1.00 PITCHED ROOF 1 1 I w 3.5'RETAININ WALL i I I =w 1 J gw:5a.83' Basa,2s' % B :5a.00' O !Z o 1 PAVED RUNOFF COEF= 1.00 ASPHALT/CONCRETE/PAVERS 1 ! L-A L-61 I Q N I ®® o Q :t I L O I I UNPAVED RUNOFF C. = 0.25 LANDSCAPE/MULCH/SOD AREAS 1 I� li Q I :60.5 a Y " 1°Io SLOPE 1 i z 1 SLOPED RUNOFF C. = 0.50 SLOPE AREA 1 =q w I ° Z z FLOW-► ti 0- SUBDIVISION I 1 w°. a ? + ', M1N� B ® 1 1�5a' Ci J TEST HOLE I I R�< W m W w ry ;t 6�35=�;! "" :53. FLO4 PRECAST STORM DRAIN CAPACITIES � � Cl) � ' -•'" '' I :� i 8'-0" DIA=42.2 CU.FT./LIN. FT. 1 ! I I 1 M r` HOT-RdKRPZ i I �a I 10'-0" DIA= 68.4 CU.FT./LIN. FT I W:54.83' 54.66 ENCLOSURE T j i 12'-0" DIA= 100.8 CU.FT./LIN. FT H ELEV:{ L_A - 9< L-132 1 I X i 61.0'1 L B1 , `�, a"APPRovED j INTERCONNECTING PIPE BETWEEN DRAINAGE POOLS : Z 1 I M `LU 1 I z Ir 'f I DOMESTIC WATER 1 ! ,t Tc:5a.7s' LINE TO METER 1 18" DIA HDPE PITCH 1% MINIMUM. 0 W 1 I L-A I CD i 1.- I \�! 1 I I I• BC:54.25' VAOLT 1 r O Lo 1 a I z I tR�to�yl o r' L`B1 � 1 `` k ROOF PIPE TO DRAINAGE POOLS : ,� I I > w I ;'' FLOOD t ! "0" �° 1 0 6" DIA SDR-35 PVC PITCH 1% MINIMUM. O I 1 Q 2 1 I t ELEV:55.00t. ',O w '1 1 Z_ W I WI ! ' o w I ROOF:6,548 SQFT I 1 , o w I SWALE - ALL PRECAST STRUCTURES TO HAVE REINFORCED TRAFFIC BEARING �1°� .� I z Z I I LL I Mom COVERS AND CAST IRON FRAMES AND GRATES/COVERS TO GRADE �.r/ z I I O LU 1 i 0 1 z w O I �,,..--�",- LU I z Q F- j L A F<o 1't j m F- NO GROUND WATER ENCOUNTERED DURING SOIL BORINGS TEST X i DRAINAGE I i '°S `'t ~~ i X W I L-D1 L-D T VAREA G I x _ O O W I ELEV: ' 1b.0' 6.0' 2 .0' _ I i I W � W (n :61.50' 61.66' 62''` PROPOSED ONE i w TORMWATER DRAINAGE CALCULATIONS: d o 01 _ 1 I Q U I r, STORY STEEL ©� :54.00' I DRAINAGE AREA A: 0 z z W I 3 1° BUILDING ° :5 9 Z 1 0 I I ; o a Q I ° 6 SORTS%�/" W ? ! I PERVIOUS AREA= 8,460 sq ft X .25 X .17 = 359.55 cu ft ,r I L() x w a I , FLOOR , ''r +, -"a I ROOF RUN-OFF RL-A1,2 = 1,625 sq ft X 1.0 X .17 = 276.25cu ft j 1 I w 1 ♦ SWALE is 2 `.,w j Uj W FL-7D11! ELEV:55.00' L D I ':t ,o it o i TOTAL STORAGE REQUIRED= 635.8 cu ft O I .o' 8.0' 8.0' 10.0'N 14.6' 20.0> a REQUIRED DEPTH OF 10' DIA. RINGS =635.80/68.4 = 9.3' MIN. I 1 v I I 20' ! I I PROVIDED = (1) 10' DIA. X 10'VERTICAL PRECAST DRAINAGE RINGS. 1 L-D L-D I I R D ST s'DR LP tI I WITH TRAFFIC BEARING DOME AND CAST IRON I 0 I I OUT INV: 2° O O ''1 2% O 54' a I I S O GRATE. 1 t m 152.0' O ANITAR t 0 I DRAINAGE AREA B: DRAINAGE 1 I I o STEMi 1 I �o� j PERVIOUS AREA 2,600 sq ft X .25 X .17 = 110.05 cu ft AREAE 1 1 1 tl 1!C54.75' I I ELEV:I Bc:54.25' ' EScP.' 10.2 ROOF RUN-OFF RL-131,2= 1,625 sq ft X 1.0 X .17 = 276.25 cu ft W 1 i i 1 62.0 L-D_ _ -_ _ -_ -_ -_ -- -_ IMPERVIOUS AREA = 3,206 X s ft X 1.0 X .17 = 545.02 cu ft I oM - -_ -_ -_ - 3�° I I TOTAL STORAGE REQUIRED = 931.32 cu ft 4'BL HAIN LIN I -� I I _ 1 c�i� raj} 83't•6"SDR36 @ t%MIN. � B"`• 1 t � I 1 DRAINAGE S., : T�: S' ° FE CEO .3'± C. Q� I I Q I "� �Ra' BC:54. 00 RETAININ ALL I 1 I d. m i ° Sc REQUIRED DEPTH OF 12' DIA. RINGS = 931.32/68.4 = 13.61' MIN. I �<, � j AREA D I CV j J I o l � I I I C PROVIDED = (1) 10' DIA. X 14' DEEP PRECAST DRAINAGE RINGS TE BORING I I I F�o� I ° �i \<, I I WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. \F 0 ( 10.0' �ao.0' ;10.0' 10.0' 5.0 +:54.003: DRAINAGE AREA C: L -3 I I � 1 ° LEv s1. ± I ° I I I I I 4'BLACK CHAIN LINK 1 I 1%SLOPE --► I \ I _ i � • CV i "' I - FENCE ON 7.3'± ;54.83' + :54.50' FLOW-� I _... ® I O I I PERVIOUS AREA 5 792 sry ft X .25 X .17 = 246.16 cu ft ✓ ' r/1 F Io RETAINING WALL + ® 18'IMAHPE' Q e y U)J I 1 1:54.0 :53.90' 1 `O 1 Z I I I r I I a o� I L0 I 1 ROOF RUN OFF RL-D1 = 875 sq ft X 1.0 X .17 = 148.75 cu ft IMPERVIOUS AREA = 1,009 X sq ft X 1.0 X .17 = 173.53 cu ft TEST BORING 1 LOG MW-3 I 20.0' ;�; 1 I TOTAL STORAGE REQUIRED = 568.44 cu ft 0 ELEV 61.0± I z 2 ! o O ,�� LOCATION OF UNDERGROUND ;7) ; LL 1 O I i REQUIRED DEPTH OF 10' DIA. RINGS = 568.44/68.4 = 8.3' MIN. 1 I I V! 60' I o Y,O BREWERY PROCESS WATER SYSTEM ;X - F w ' i PROVIDED (1) 10' DIA. X 10' DEEP PRECAST DRAINAGE RINGS 1 N 1 TC:55.25' TC:5$.66' 1 WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. i m BC:54.75 o BC 54.0 BC:Sii.15 A +�00�� Z CONC. MO/. •' '� O �� '�-� 62' 6'0' 58' 56' 54' 'CON MON. MON. 1 DRAINAGE AREA D: I I li ExISTING f PERVIOUS AREA 697 sq ft X .25 X .17 = 29.62 cu ft 1 1 W N 5 055'31 V�/ _ TO BE 191 .0 - j ROOF RUN-OFF RL-D,2,3,4 = 3,175 sq ft X 1.0 X .17 - 539.75 cu ft LOT 3 REMOVED , IMPERVIOUS AREA = 7,473 X sq ft X 1.0 X .17 = 1270.41. cu ft + �RA I i I AS F AR6 � N o 10 0' 100' i I 6 _ - I. I• ` r PERVIOUS SLOPE LOT 4: 2,610 sq ft X .50 X .17 = 221.85 cu ft OWNER PROVIDED LOG AND LOCATION AT ELEVATION 60.00' ± I� o `-� - 5' 30' I o•ty-� '•� �'�-� BAR SCALE I '� - - _ ,- 54;-� TOTAL STORAGE REQUIRED - 2,061.63 cu ft Rf1RT4Ct5t)(t.'-�11PI.1f;t.c1c Scale: 1"=40' I 1 - ' E.«rEd tsu,s <, t tlttcorncr j - _�, .58 -1co !`\ -� REQUIRED DEPTH OF 10' DIA. RINGS = 2,061.63/68.4 = 30.14' MIN. Jim Mitter 1 �'�- . , �'�-� , `'�56' � � PROVIDED D1= (2) 10' DIA. X 16' DEEP PRECAST DRAINAGE RINGS EN�NtAL Qre{zoniti anci0t t,ane. ntch ette. 3 I '�60 - � \ WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. Pn I _ S?ttEdwerdcAte Cairrn�a.tiY tt�r3; L1ate: � - . 'r•; _ � -+_ •, I \\ % zn'tE.r: Bob Ltub±os i astnx t' 4Cs i Vt Sam } r utzinMs f"rc m A, er tC I _ 1 `.\' - _ ` `-`_� `--- -_ �` +__ DRAINAGE AREA E: 6 052 SQFT - � tF t I `'\- X58., NATURE CONSERVATION EASEMENT 4,298 s ft 1eEr r CAST IRON FRAME&COVER AS PER PLAN ' colo fst%Engineer David F.Reardon GRATE-CAMPBELL FOUNDRY TYPE 1184 � FINISHED GRADE I � ,' \-�' ------------ _ 62 `.�riEt kip•- Cue •cEt llamm:r We;Lht NA Fall NA Type, NA TOP ELEVATION(TOP) '�. `• --`,`; ._._._.._.._._.. --- PERVIOUS AREA , 52 q t X .25 X .17 257.21 cu ft 'kwher 1"sat,: to ercast lrt 18_r4}} u,t w'5ti-Fr-1 e€t inial De nh-60 Feet ' 6 0 S ` , Sarnpte Strata zN Q N 1 '` . 1; 60'.__- _ TOTAL STORAGE REQUIRED = 257.21 cu ft 8"MIN.-12"MAX. �' N g Dern irti No., Depth Rang€ samp. Res. Soil Profile �- r 24" � i 62 DEPTH OF 10' DIA. RINGS = 257.21/68.4 = 3.70'- NATURAL GRADE BRICK LEVELING COURSE re=eta r>�e :;nit,-, Class Lithologye ViaualDc crirtion ' •� AND EASEMENT DRAINS NORTH NORTHWEST. 18"DIA HDPE PITCH 1%MINIMUM.--, € ro soil:tart brotan sand Corrugatedpolyethylene storm drain e TRAFFIC BEARING t 1 0 " CT p 9 n p PRECAST REINF. I��I shall meet the requirements ci Section G KAP I N G AN� P A I 1 �AS E FLAN 706-14 of the New York State Department of CONC.DOME 2 5-10 CT St4' Cctue€to ntedum sand mixed geae€E-drti Transportation Standard Specifications. NON-SHRINK GROUT = ® ®®0 N p' 10' 0' 0' 100' DRAINAGE STRUCTURE SCHEDULE 1 10-15 CT SW Course to medium sand,mixed�raset-d r ® ®® FILTER FABRIC MESH AROUND STORM 4" STRUC t TYPE COVER EFFECTIVE DEPTH 4 15^20 CT SW Course to medium sand.mined ercael-dr, DRAINAGE POOLS ®®� 5r 30' Al r ,- n MIN. �� ®0 .20. 4 SW Course to m-di urn sand.mixed gravel-dry � BAR SCALE Scale: 1"=20' r, '- " 5 2 CT C1 10' DIA DRAINAGE POOL GRATE 10'-0" JUL 2 2016D2 10' DIA DRAINAGE POOL GRATE 16'-0" D1 .10' DIA DRAINAGE POOL IGRATE 16'-0" Sw Course tomedium sand.mused avel-dry a- CO Ft 20-25 CT � '�` PRECAST REINF.CONC. 3'MIN.SAND 7 2 -30 CT S14' C_our€tom€di nn sand.mixedgra3€E-dry a DRAINAGE RING;/--7., AND GRAVEL SUBDIVISION TEST HOLE TOTAL STORAGE PROVIDED: 66 LIN. FT @ 10' COLLAR ALL W Southold Town W AROUND(TYP) 8 aft-35 CT Sw Course to medium sand-mixed gravri dry > E T HOLE NO. 1 Planning Board W EL:60.0' LOT 2 IN SUBDIVISION OF S.C.T.M. # 100-083-03-4.1 fiwk Cours€it)medium sand-tnixed travel d TOPSOIL , v 35-40 CT � EAVY CLAY 5°/ 6ric Nico �'a t qs 414' Course to medium sar4-mixed gratel do OUTSIDE DIA.VARIES CL , if, 4r1*'f.. CT 3'MIN TO GROUNDWATER MIXED GRAVEL 11 45-50 t 7 SW Course w medium sand-mixed travel damp I OPEN BOTTOM -2.7' �+ LOAM & C-�CiISTU1z�D AFLHITCGT I' S0_g; (( S1 Course to mid um sAtt l-mi ed travel-Bret l i L SAND AND GRAVEL BACKFILL a SANDY CLAY PO Box 879, Rocky Point, N.Y. 11778 55 -4.5' Telephone: (631)928-4456 13 5i-60 CT s1 Course midi°mom"`t-mixed gmej tie` COARSE SAND E-Mail: architect@optonline.net I U_ 1.ALL DRAINAGE PIPES MUST BE PROVIDED WITH A MINIMUM 2'-0"OF COVER. SP VIRGIN STRATA OF z° VIRGIN STRATA OF & GRAVEL 20% SAND&GRAVEL O F j SAND&GRAVEL 2.ANY UNSUITABLE MATERIAL UNDER THE LEACHING BASIN SHALL BE EXCAVATED -12' �G G THREES BREI' ` 1 I `�G FAS AND REMOVED UNTIL AVIRGIN STRATA OF SAND AND GRAVEL IS ENCOUNTERED. SP COARSESAND 1CO, ��f LOT 2 CUTCHOGUE BUSINESS CENTER z w z o AN ADDITIONAL 5' IS THEN TO BE EXCAVATED INTO THE VIRGIN SAND AND GRAVEL. _18' T_ g z z THE HOLE IS TO BE BACKFILLED WITH CLEAN SAND AND GRAVEL TO THE ELEVATION CUTCHOGUE, N.Y. In a>U) OF THE PROPOSED BOTTOM OF THE LEACHING BASIN. NO WATER ENCOUNTERED wltiy � GRADING/DR�II��GE/UTILITY PLAN 3.ALTERNATE COVER:4"x 30"CONCRETE(FOR USE WITH 6"TO 18"OF COVER.) NO DATE OR TESTER 4sphattmr5edruck, tiraveELla> STORMWATER POOL DETAL 4. STEEL REINFORCED ON CONE SECTION: 12-#2 VERT., 1-#3 TOP, 1-#3 BOTTOM. WAS NOTED f3 .� 3 'sand Fill 5. IF CHIMNEY IS REQUIRED, MINIMUM WALL THICKNESS SHALL BE 3". Scale: As Shown Rev Date 7/18/2016 olmiat Tilt NOTTO SCALEJob# 15122 By: E. Nicosia 4 OF 6 DOES NOT INCLUDE BREWERY PROCESS WATER SYSTEM LOT2 -CUTCHOGUE BUSINESS CENTER SUBDIVISION WATER/ SANITARY NOTES I COX LANE CUTCHOGUE, NY OWNER: PRE SUBDIVISION SCTM# 1000-083-03-4.6 F&S. LLC. ` e LIPA 2 LOT 2 SCTM#: TBD 538 EDWARDS AVENUE All components used in the sewage disposal system shall comply with the appropriate National Sanitation Foundation, the CALVERTON, N.Y. 11933 ZONING: LI - LIGHT INDUSTRIAL: American Society of Testing and Materials, the American Association of Highway and Traffic Office, and /or the American Water Q Works Association requirements. I LOT AREA= 41, } COX LANE 831 SQFT./(43,560 SQFT/ACRE)= 0.96 ACRES Concrete used in the construction of sewage disposal system components shall conform to ASTM - C33 and ASTM - C150 = II I SANITARY DESIGN DATA standards. Concrete reinforcement shall conform to ASTM-A185 and ASTM -A615 as applicable. O F-°'• -°'•-°'- -"- "w - '- -"-- -- - ,-- -- - ,. - ,.- ,. - ,. - - - - - - - - - EXISTING 12"S.C.w.A WATER MAIN All materials shall be identified as to manufacturer and have identification visible at the time of inspection. E T "' "W -"W-`"" -"" I ""- ""'I-"' -"w -°'w -°'• SITE IS LOCATED IN THE SUFFOLK COUNTY HYDROLOGICAL ZONE: IV (FOUR) All precast components (i.e. slabs, domes, covers, etc.) shall be constructed of precast reinforced concrete and designed to be f EP:55.06' EP:53.79' 54' EP:53.33' traffic bearing to meet the requirements ofAASHTO H-20 loading. - - - -"-"- EXISTING EDGE OF PAVEME T NO KNOWN SURFACE WATERS/WETLANDS ARE WITHIN 300' OF THE PARCEL(S). ••-••-••58- 56'_..-.. � NO RECORDS FOUND FOR LOCATIONS OF ANY NEIGHBORING WELLS OR Precast concrete sections shall be sealed with one(1) -inch butyl rubber joint sealant which conforms to ASTM C-990. _ \ I DISPOSAL SYSTEMS WITHIN 150' OF THE SUBJECT PROPERTY. All sewer pipes shall penetrate the vertical sidewall of the leaching pools and shall be sealed with grout. There shall be no CONC. MO o penetrations within domes. -5-9---5531`--E- - 60'_._ \ \ I ALLOWABLE SANITARY DENSITY: Septic and grease tanks shall be installed in accordance with the manufacturer's recommendations and shall be installed at level ' \ "- 600 GALLONS PER DAY/ACRE. 4.0'W CON MON in all directions (with-a maximum tolerance in any direction of+/- one quarter inch) on a minimum three inch bed of properly \ \ I \. I 0.96 ACRES X 600 GPD = 576 GPD ALLOWABLE FLOW. graded and compacted sand which is free of rock and pea gravel. _ ' ,1 94.52 00. / \ I The base section of all units (bottom slab and minimum of 1 foot of sidewall) shall be ', �• ¢ \., 52' I ! I SANITARY DESIGN CALCULATION: monolithically cast. \ CD \\ \ �., 1 \ W I USE GROSS AREAS: Gravity lines and fittings shall meet or exceed ASTM standard D-3034 for PVC sewer pipe with a minimum SDR 35 rating, unless n( \ ' --54_ _------ I �� 6,500 SQFT BREWERY ----Z -- 60' S8' 56' - otherwise indicated. r-------- ---t--- --- - I o ri STE DOWN W W I + 812 SQFT(STORAGE(BREWERY) PVC pipe and fittings shall be provided with integral bells and spigots and rubber sealing rings. _Z 9 1 7 312 SQFT TOTAL GROSS AREA N \ I o b TW:61.50' 3.5'RETAIItf{NG WALL', TW:58116' \ /'� r I , The sealing rings shall meet the requirements of ASTM standard F-477. All sewer lines shall be ;z \ I .o' 7.0' Bw:58.1s' Bw:sa:�5' 1 �' 0 Z straight, and couplings shall be securely installed and be watertight. ? I _ _0 m I DESIGN FLOW RATE: ,L TW:58.16' 35RETAINING WALL i TC:54.15' T :54.50' w .w p7 J a J J BW1 _J :54.83' Basa,2s `; B :5a.00' O I Z o I 0.04 GPD/SQFT FLOW FOR BREWERY USE. Septic Tank Design and Construction: Q ti N I ®® o Q I O a)All septic tank components (i.e. slabs, domes, covers, etc.)shall be constructed of precast reinforced concrete and designed to :Q w Q ! :so.5 a Y Z 1°r°SLOPE ', I Z I / PROCESS WATERS REQUIRE A SEPARATE PERMIT be traffic bearing to meet the requirements of AASHTO H-20 loading. o o Q z FLOW-► t ® 1 I 54, SUBDIVISION I ` ® I�, AND DISPOSAL FACILITIES. b)All units shall be provided with two openings with a minimum diameter of 20 inches positioned over the inlet and outlet pipes. A J TEST HOLE I ; �� W m LU w _6•soR_@=�M�-�� :53.9 +FLOV/ N I NO TASTING ROOM PROPOSED. watertight and insect-proof adjustable and locking cast iron frame and cover shall be installed at grade over each opening. _rri I II o c) Extension Collars (chimneys) may be used for the purpose of bringing the cast iron covers to grade provided that they are �j �� II "' , co - I ; HOT c) ►� � /� PROPOSED TOTAL DESIGN FLOW: firm) affixed in lace. The extension collar (chimney) shall be of reinforced recast concrete at least 24 inches in diameter and co 1 I >rW:58.16' ;'' ; ENCLOsuRE Y P ( y) P =z I B BW:54.8a' I 7,312 SQFT X 0.04 GPD/SQFT=293 GALLONS PER DAY shall not exceed 2 feet in height. €_ 1 ELEV:I� LA 6466, d)The top slab or dome of the septic tank shall be located a maximum of 2.5 feet below grade. X 51.0'11 L-B1 e) There shall be a minimum 1 foot air space j !� ;, a"�PPPRovED PROPOSED SANITARY FLOW: 293 GPD W II z DOMESTIC WATER I ALLOWABLE SANITARY FLOW: 576 GPD 1 I TC:5a.75' LIN TO METER f) Precast concrete sections shall be sealed with one(1) -inch butyl rubber joint sealant which conforms to ASTM C-990. ��o i R I ,f' I I`, Bc:54.25' VAULT g) The outlet invert(s) shall be six inches below the lowest inlet invert. All outlet inverts shall be installed at the same level. 1 SEPTIC SYSTEM DESIGN CAPACITY: h)The outlet pipe(s)from the tank shall be provided with a drop tee extending eighteen inches into the liquid. The outlet(s) shall W ``� ' j t ��ok;; L e1 I t W ( � II , o I Septic Tank Design Capacity/Configuration FLoO�� I Septic tanks shall be designed to hold two days' Design Sewage Flow with a minimum be located at the maximum flow path from the inlet. ; Q Q ( p u � ELEV:55.Od:, •�t'(9 W`; Q i)All sewer pipes shall penetrate the vertical sidewall of the septic tank(s)and shall be sealed with grout. There shall be no '� ;� I I ',r°o''; I capacity of 1200 gallons. All septic tanks shall be cylindrical and shall meet the penetrations within domes. O Q i 1 SWALE II r' L-Bz' °w., I� i I M following: j)All single unit septic tanks shall be divided into two compartments, the inlet compartment to have 50 - 75 percent of the total w I II !, I `�`° capacity.The traverse wall separating compartments shall extend from the bottom to at least 6 inches above the liquid level and O W it L-A 1 ! I j Single Unit Septic Tank be constructed of reinforced precast concrete. z Q i I Fcow'; ' I Liquid depth is the effective depth of the tank below the outlet pipe. k) The opening in the traverse wall shall be 8 inches in height and at least 24 inches wide. The center shall be 18 inches below � `; '%S�o� Eight (8)foot diameter tanks shall have a maximum liquid depth of 5 feet. the liquid level. There shall be a minimum of 4 inch air gap at the top of the traverse wall. X o ' I ELEV: ld t 1'0.0' 6.0' 2J.0- the Whenever practical, septic tanks shall not be located within groundwater. For installations that are placed in groundwater, the w W j 1 :61.50` 61.66' 62' I REQUIRED SEPTIC TANK: 2 DAYS FLOW x 293-586 gal. (1200 MIN.) bottom and side portion, up to 18 inches above the highest.recorded groundwater elevation, of the septic tank shall be I o I '' o ;l - I PROPOSED: SEPTIC TANK: ONE 8' DIA. x 5' LIQUID DEPTH (1,200 gal.) monolithicallyconstructed. In cases where this is not practicable, the septic tank shall be water-proofed u to 18 inches above the c� ! I o sa.00' P P P Pce� highest recorded groundwater elevation and leak tested to ensure tightness prior too operation. Maximum permissible leak rate is . O0 z I �� croN -�- 5 s w w g g g p p p I I o 5@,°I�- W z I LEACHING AREA REQUIRED: 1/4 inch in 8 hours. _ I ; 5 a3 ' Ix w / I FLOOR o �- ` m) Septic tanks shall be installed in accordance with the manufacturers recommendation. All septic tanks shall be installed at I I �, SWALE �LEv:55.00' ;!L w I Design Leaching Area level in all directions (with a maximum tolerance in any direction of+/- one quarter inch) on a minimum three inch bed of properly UU I L-D1 ; L-D Q o I Leaching pool systems shall be designed on the basis of sidewall area to receive one full graded and compacted sand which is free of rock and pea gravel. ' a ° 1 days hydraulic design flow. The required sidewall leaching area is computed from the / .0' 8.0' 8.0' 10.0'N 14.5' 20.0 1 II j outside wall area below the inlet pipe for satellite pools and below the outlet pipe for Leaching Pool Design and Construction Details (Figure#7) i / 1 II 20 1 ` ; distribution pools. The pool bottom area is not to be included in the leaching area a)All leaching pools shall have an outside diameter of eight feet or ten feet. O i I „ ; 'D CdT i 6°DR LP �I / OU 1 2 0: 2° !@2°r° { O 54 s a i I computation. b)When more than one leaching pool is used, all pools shall be the same size and depth, except the distribution pool, which may I I ; I I The minimum required system sidewall leaching area is 300 sq.ft. I differ. I / I III i ANITAR ; O all outlet pipes shall be set at the same elevation and be at least three inches below the inlet = 50.0' REQUIRED SETBACK p i STEM; p '" The maximum hydraulic leaching rate of 1.5 gal/sq.ft./day shall be used for Conventional c)When a distribution pool is used, p p � { ; - pipe.All outlets shall be provided with an 18 inch drop tee. 56.4' SETBACK I II 65.0' 1 i `ao.5's ACK o I i Subsurface Sewage Disposal Systems. d)The maximum permissible depth of a precast concrete leaching pool is twenty five feet from finished grade. The minimum ELEV: EXP 620.1 I 10.2' I Removal of Soils Unsuitable for Leaching Pools permissible effective depth of any leaching pool shall be three feet. 00 I L-D L-D EI{ #� I g CD 4:83'�F, •f r o M 45.0'RE UIRED SETBACK e)The minimum vertical separation distance from the bottom of the leaching pools to the highest recorded groundwater elevation � N � I o� __ ____ _______ ____________ _ �,. Q c I Unsuitable soils shall be removed and replaced with clean sand for a diameter six feet N 83'1 6"S DR35 @ 1%MIN. + ;54.83' 6'" " 1 shall be 3 feet for all new leaching pools installed after the effective date of this standard. Previously installed leaching pools that Q S , ; Tc: s' € o I I greater than the leaching pool (three foot collar) extending down until a hydraulic o S BC:54.2 ` do not meet this criteria may be accepted by the Department on a case-by-case basis. I d I m i c i ( I i I connection is established with a minimum six foot stratum of acceptable material. f)All leaching pools (i.e. slabs, domes, covers, etc.) shall be constructed of precast reinforced concrete and designed to be traffic J I 64' I bearing to meet the requirements of AASHTO H-20 loading. I F�o�' I ° ' ��.,, j I 293 GPD/1.5 GPD/SQFT./DAY= 195.33 SQFT. g)All leaching pools shall be provided with one opening with a minimum diameter of 20 inches. A watertight and insect-proof I i 2 I adjustable and locking cast iron frame and cover shall be installed at grade over each opening. IMINIMUM REQUIRED SIDEWALL LEACHING AREA=300 SQFT W I 10.0' h©.0' ?10.0' 10.0' 5. 1-54.00- F h) Extension Collars (chimneys) may be used for the purpose of bringing the cast iron covers to grade provided that they are _ \.. 1 ° ® �' REQUIRED EFFECTIVE DEPTH OF 10' DIA. POOLS - 300/31.4 s.f./v.f. =9.54 L.F. 4'BLACK CHAIN LINK 1/°SLOPE -► i firmly affixed in place. The extension collar(chimney) shall be of reinforced precast concrete at least 24 inches in diameter and \• FENCE ON 7.3'±P.C.I + :5a.83' o + :54.50' e;a�-� 1a_ PROPOSED LEACHING AREA: ONE 10' DIA. x 12' DEEP LEACHING POOL 12 L.F. shall not exceed 2 feet in height. I 00 \ RETAINING WALL I 0 18"DIA HPE :53.90' O I ( ) i)The top slab or dome of the leaching pool shall be located a maximum of 2.5 feet below grade. r \ I i �u� I � � � DOES NOT INCLUDE BREWERY PROCESS WATER SYSTEM ' j)All sewer pipes shall penetrate the vertical sidewall of the leaching pool and shall be sealed with grout. There shall be no i TEST BORING I W N i penetrations within domes. ELEV 6Wot j 20.0' �o 0 s o o j I LOCATION OF UNDERGROUND I W i LL \ HEAVY DUTY AND LOCKING 6O' O BREWERY PROCESS WATER SYSTEM { Installation Requirements O I o F` I CO j CAST IRON COVER TO GRADE TYP. a) Leaching pools shall be installed in clean sand (defined as SP or SW by ASTM standards). N I � lrc:55.25' TC:54.66' GRADE b) Unsuitable soils shall be removed and replaced with clean sand for a diameter six feet greater than the leaching pool (three I z m �c:5a.75 `�, BC:sa 6o BC: .16 A foot collar)extending down until a hydraulic connection is established with a minimum six foot stratum of acceptable material. CONC. MO - " J for an alternative sewage disposal system may be required in I I 2' MAX. CHIMNEY 1' MIN. 2'-6" MAX. c) In cases where clean sand cannot be encountered, a design g p Y Y q I o �� 62' 62' 60' Ss 56' 54' CONC[ MON. accordance with Section XXV of these standards. w N 5!,• 55 31 VIII ExISTIN 191 .O d)The bottom and sidewall area of the leaching pools shall be free of debris before backfilling. INFORMATION FROM OWNER PROVIDED S RVEY FINAL PLAT I G TO BE I INLET DATED 7/14/15 BY MARTIN D. HAND LS. \ o i N RDEMovE TRAFFIC 6"DIA. GRAVITY SEWER LINE REQUIREMENTS \ I m a 5s ° ` ' t SDR 35 PVC BEARING ELEVATIONS HEREON REFER TO APPROX AVD 198. AND ARE 1 eJ J ( \ \ a) Gravity sewer lines and fittings shall meet or exceed ASTM standard D-3034 for PVC sewer pipe with a minimum SDR 35 \ I PIPE OR EQUIV. SOLID DOME OUTLET THE RESULT OF ACTUAL FIELD MEASURE ENTS. I o �, a ; �'�54'�„ \ PITCHED MIN. 1/8'/1' rating, unless otherwise indicated. \ � b PVC pipe and fittings shall be provided with integral bells and spigots and rubber sealing rings. The sealing rings shall meet the o _ 95a P 9 PI � � , P � „ - BASE FLOOD E ENATION, DETERMINED t\ � requirements of ASTM standard F-477.All sewer lines shall be straight, and couplings shall be securely installed and be FLOOD ZONE: ZONE X- NOB S 3 MIN o watertight. AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103 0142 H EFF. DATE: SEP. 25, 20 9. `\'\�`'\ -'� \ I `�'� I N 56'\..1 __ ._.. 18" DROP inches. € have a minimum diameter of four 4 c es. � , r lines shall z c All sewer ( ) I 60 TEE , L- OWNER PROVIDED LOG AND LOCATION AT ELENA ION 60.00 _ _ Q �''�-\ \- � _ o (DISTRIBUTION � ' L--- - �.. z a IL CONNECTIONS POOLS ONLY HOUSE/ UNIT CO RoaE�+c;tsc�rt,�,;�ar�.�*�r,t.cx: There shall be a minimum two foot length of cast-iron sewer line extending through the j \.`s�T 58 J W Q W w r'ri,tc.:t f.ng,€d 4{µ,'-� "timlh Vest C'nrner �{ \ ,\ 'S, ..t�R-F•@F�RLY:F& (n W W J NC S, LL . Jim Miller \ �` �\`'`t , SCTM#100008300030000400 U) Lu EE a- u1 foundation. Location: I -\-- _ House connections shall have a minimum diameter of 4 inches unless otherwise noted. �'4�n n�cr�� 0 AL Oregon Rd and Cox Lane.Cutcht ne-NY O 01f 5 W ~ House connections serving two or more commercial units shall have a minimum diameter of 6 inches. :nate W w_ 539 Fdwards Ar,-e.4:aherrnn.r�Y Z t?+?1 W House connections shall have a minimum pitch of one-quarter inch per foot. "aim ' Amu J Slip ring connectors of the proper type shall be used at the cast iron joint. If required a flexible ``eolr N 0� 10' 0' 0� 100 Q w ;eak,g€str E',r.�ineer;David F.Reardwt PVC coupling with stainless steel bands may be used to connect cast iron pipe to PVC house €I R, "u<(hn atW ttc,rc NA ToII � €' �AI ITAfi�Y / r l T FLAN Connections. The flexible coupling and bands shall conform to ASTM C1173. wea•h ,)atr chercat {r,:a"„' tett, '- •t r«�t (-. Fret "' P 9 Sample strata 51 30' All house connections shall be provided with a clean-out at the face of the building. Mph{rq, ,�. 7•pir Rage smtlp Rec. soft rrt,a€c Scale: 1 =20' 10'-0" House or building sewers shall be connected to main or lateral w/approved wye fittings. (rcel) T>P inch) c€asi LittialoP.=Vimia€Dtscri €m BAR SCALE - VIRGI 3-0 House connections shall be straight. There shall be no bends in sewer lines to the septic tank or grease trap. If bends are 6" MIN. PENETRATION INTO GRAVEL unavoidable, then the following additional criteria shall apply: I a-s Ci Top soil,tanbrtwMnw„a STRATA OF SAND AND GRAVEL MIN. i. For bends greater than 10 feet from the building foundation as measured along the length of the sewer pipe, an approved manhole will be required where the pipe changes direction. s-ul CT SW Coumemmedurnml�mmd gra,c€-dn, HEAVY DUTY AND LOCKING GROUNDWATER CAST IRON COVERS TO GRADE TYP. NOT TO SCALE ii. For bends within 10 feet of the building foundation measured along the length of the sewer 3 €0-I9 SW Courvstomediummnd,mixcdgtavel-dry SANITARY LEACHING POOL D ETA pipe, no fittings greater than 45 degrees shall be installed. If a directional change greater 2' OF 6" C.I. 24" 2'-0"MAX• 24„ t 2'-6°MAX. 3 than 45 degrees is required, a minimum of five foot length of pipe shall be installed between CHIMNEY �� g q g P P 4 €5-20 C"€ 5C!' Cp°etie to mcalium sand,mi.ed gravel-drti „ 20" 20^ D IS fittings. The maximum permitted change in alignment of the sewer line shall be 90 degrees 1/4" PER FT. NOTE: PITCH OF PIPE BETWEEN SEPTIC TANK as measured alongthe axis of the startingpipe. s 20.25 CT sa' c«pset<mea;w� sty mixedm.el-d, , INLET 12"MIN. AND DISTRIBUTION POOL IS 1/8"/FT MIN. iii. Cleanouts are required at any bend within P 0 feet from the building or every 75 feet along 8' OF 6" DR @ 8 OF 6 DR SLOPE 6"DIA. '6 OUTLET JUL 2 9 2016 PITCH OF PIPE BETWEEN DISTRIBUTION POOL the length the house connection. Refer to Figure#13. su' c,:r : mel+um�and.mixed - " FLOW INE 1s° F.A.I. 1/4 PER FT. 14" DROP AND CESSPOOL IS 1/8 / FT MIN. � 2n-^s �.T SDR 35 PVC 6"DIA. „ ` 1/4" PER FT. PIPE OR EQUIV. SDR 35 PVC Z PITCHED MIN. 1/4'/1' TEE PIPE OR EQUIV. Southold Town •� 25-�0 C7 St,' Ca,:netomediwnsand.mixedyzra<-eE-dry $" Planning Board SEPARATION OF STORM WATER DRAIN AND WATER LINES: Storm Water Drain lines shall be laid at least 10 feet FF ELEV: Q PITCHED MIN. 1/8'/1' W GRADE: GRADE: = z LOT 2 IN SUBDIVISION OF S.C.T.M. # 100-083-03-4.1 horizontally from any existing or proposed water main or Iateral.The distance shall be measured edge to edge. sw' Courcetnmedium sand-m,xetgrav 3dn 3()-35 ICT CT 155.0 154.16' 154.0' W J -, - BAFFLE Nicoo BACKFILL AND FINAL GRADING g 3t c1 sw r ursetomedium sand-mixcYt�ra eldv HOUSETRAP 5 w WAL6ric ' The completed system shall be backfilled and covered with suitable soil following permission to do so by the Department. The property shall be graded to minimize surface drainage into the system. A maximum 5 percent slope downward shall be maintained to 4045 CT s cru et�n=titan, am€-maxed a,�Idr J t t for 20 feet horizontally from the nearest edge of the leaching portion of the pool(s)to the toe of the slope before tapering off to OUTELT SEPTIC IzLC�IIST�IZ�� AFLH IT6CT prevent seepage of the leachate through the slope. Dummy rings that are utilized to bring the system to grade shall be permitted 1I 4-so sw c°a""°mearumxna-mixrdereidantp to be placed at a lesser horizontal distance. Steep grades further than twenty feet from the leaching pools shall be stabilized 152.0' TANK L P PO Box 879, Rocky Point, N.Y. 11778 ' 12 st,_g5 c~r c2rar9e it medtwn�:rnd-�=ix�•d�ia�e€-wit Telephone: (631)928-4456 pursuant to local codes. EXP E-Mail: architect@optonline.net I3 Sti' (-nurse to med,wn sand-m,xed_rare!ue 4" I I 7'-4"&11'-4" WATERWORKS: s=moo ` INVERT OUTLET INVERT 8'-0"DIA.&12'-0"DIA. �- ED. � , THREES BREY�l N& EAST Attention is directed to the New York State Department of Health's Recommended Standards for EL:151 .75' EL:151 .25' EL:150.75 SEE PLAN Waterworks, Section 15.4. For physical constraints and required pipe material see Technical � o I �cO '#'" LOT 2 CUTCHOGUE BUSINESS CENTER Specifications for the Construction of Building Sewer Connections. INVERT r` CUTCHOGUE, N.Y. COPPER WATER LINES TO BE MINIMUM OF 4'-6" BELOW GRADE EL.151 .0 SEPTIC TAN K DETAIL Y�ATER/SANITARY FLAN Axpbat+ s!t NOTE: PITCH OF PIPE BETWEEN BUILDING AND SEPTIC TANK IS 1/4"/FT. - brave€ TaSANITARY SYSTEM PROFILE: USE DUMMY RINGS TO GRADE WHERE REQUIRED ' ` Sand Fill' 0.1-5 Scale: As Shown Rev Date 7/18/2016 G€ac,a1 Tili Fsadnu:k AC-5 �° `'""ua"" ' Job# 15122 By: E. Nicosia 5 OF 6 STAPLE ON ROK FACE "NO PARKING" "HANDICAP � WALL SIGN ONLY"PARKING S GN (TYP.) (SEE 7 SUPPORT ROD DETAIL) �— �._ Z 0 0 SUPPORT ROD ANCHOR PARKING � LOCKING HASP CONC. CURB _ ° (DETAILED BELOW) N HANDICAP PARKING SIGN P4-6(12"x18") GRADE INTERNATIONAL 3'-0 BLUE SYMBOL FOR W CONTINUOUS"U"CHANNEL METAL POST M I N HANDICAP IAS MANUFACTURED BY EASTERN METAL ca OF ELMIRA OF APPROVED EQUAL 7 ANCHOR HINGE BACKFLOW VALVE o INSIDE ROCK W8"0(SCH-80)STEEL PIPE,CONC.FILLED iY (SEE BOLLARD DETAIL) 1:12 max. slope 1-- U) 9 Flared sides 1:10 max. slope N iIII J ;;t PAINTED HANDICAP BLUE HOT ROK (HEATED/INSULATED) RPZ ENCLOSURE � PAVEMENT(SEE DETAIL) CURB RAMP. Model# LR021067043 InsideWidth 21 W Insidel-ength 67 o v t. 1 11 � _ NOT TO SCALE InsideHeight 43 91-011 91-0 9 -0 = U- 91-011 ShippingWeight 325# _ Pad Size 90 X 40 NOT TO SCALE _ o o , NOTES: SIDEWALK 1. PROVIDE APPLICABLE GFI PROTECTED POWER, U.L. STND. 943-NEMA 3R, 4,000 P.S.I.CONCRETE INSIDE ENCLOSURES REQUIRING HEAT. MOUNT AT LEAST 6"ABOVE ANY 1'-6"O WATER DISCHARGE POINT AND NEAR THE PIPE RISER ON THE ENCLOSURE ACCESS SIDE -OR- PER LOCAL CODE. 2 WAY 4"WIDE I ATOINAL PERPLANVE AISLE BLUE STRIPE (TYP.) HANDICAP PARKING SIGN 8"WIDE INTERNATOINAL BLUE NOT TO SCALE 2. POUR FULL CONCRETE PAD 4"THICK AROUND VALVE,ALLOWING A STRIPE AT 45° 5'O.C. (TYR) 502.6 Identification.Parking space identification signs shall include the 0000000000 I" International Symbol of Accessibility complying with 703.7.2.1.Signs MINIMUM 1 RADIAL SPACE BETWEEN VALVE RISERS AND PAD. identifying van parking spaces shall contain the designation"van 0000000000 accessible."giros shall fa 60 inches d to t omm)bo minimum asign.the 0000000000 O O O O O O O O O HOTROK IS CONSTRUCTED ENTIRELY OF PARKING AREA STRIPING AND 3. finish floor or round surface measured tofhebottomofthesi n. 0000000000 POLYISOCYANURETE FOAM (IN DIFFERENT DENSITIES) ALIGNMENT D ET/\AI LI /L— \ WITH EXTERNAL FINISHES OF ISOPHTHALIC GELCOAT. 502.3 Access Aisle. Access aisles serving parking FULL RAMP spaces shall comply with 502.3. Access aisles shall adjoin an accessib/eroute. Two parking spaces shall be L77,: WIDTH Kf=Z ENCLOSURE PETAI L permitted to share a common access aisle. ka�CP�&tVA" DETECTABLE WARNING NOT TO SCALE V-2" 20 12 1 1 SWALE • D Fig. 406.3 4,000 PSI 28 DAYS AIR ENTRAINED POURED °� Counter Slope of Surfaces Adjacent to Curb Ramps CONCRETE WALLSAND FOOTINGS. CONTROL JOINTS AND EXPANSION JOINTS. 5" THICK 4,000 PSI @28 DAYS PRE MOLDED BITUMINOUS • p • CONSTRUCTION IN CONFORMANCE WITH ACI 3 AIR-ENTRAINED POURED EXPANSION JOINTS 20' 0.C. ONSITE PAVEMENT MARKINGS TO RECEIVE TWO COATS OF APPROVED PAVEMENT MARKING CONCRETE SIDEWALK WITH 6X6 PAINT APPLIED TO A MIN. WET THICKNESS OF 15 MILS. 1.4X1.4 WELDED WIRE MESH. CONTROL JOINTS 4' 0.C.2" COVER MIN. ALL PAVEMENT MARKINGS SHALL BE PLACED IN ACCORDANCE WITH THE NATIONAL MUTCD • ° AND NYS SUPPLEMENT. ° #4 @ 12" O.C. HORIZ. REBAR (S&T) 8" THICK STABILIZED = ONSITE PAVEMENT MARKINGS TO BE WHITE EXCEPT HANDICAP SPACES AND AISLES GRANULAR MATERIAL 0 D = = CURB RAMP NOTES: • • #5 VERTICAL REBAR @ 18" O.C. — PREPARED SUBGRADE I— THE MINIMUM WIDTH FOR SIDEWALK CURB RAMPS IS 5'-0". 1 IIIIIII1 I I1 SAND BACKFILL — — THE RUNNING SLOPE OF A CURB RAMP SHALL BE 1:20 (5%) MINIMUM (PREFERRED)AND 1:12 0 0 °d e0 d d e0 D' e (8.33%) MAXIMUM. o ° e o ° 0 0 • o°o o°p°o° °O.o a°O.a ,o°o•o WHERE THE SLOPE OF THE ROADWAY EXCEEDS 8.33%THE CURB RAMP LENGTH IS THE SIDE WALK DETAIL LENGTH NECESSARY TO MEET THE EXISTING SIDEWALK. IT IS NOT NECESSARY THAT THE RAMP LENGTH EXCEED 15'-0". °°° GRAVEL BACKFILL °•°p oeo°° °° e a° ° e ° e 1-1/2 APPROVED WEARING COURSE ON 2-1/2" THE CROSS SLOPE OF CURB RAMPS SHOULD BE AS FLAT AS POSSIBLE, NOT TO EXCEED d o, d o d e n °°° °°°°°° DENSE BINDER COURSE ON 6" STABILIZED BASE 1:50 (2%). THE CROSS SLOPE AT MIDBLOCK CROSSINGS MAY BE WARPED TO MEET STREET OR HIGHWAY GRADE. ° OF 3/4" STONE BLEND OR CRUSHED CONCRETE D °°o•o�°oa°o•o�°oo°o•o FILTER FABRIC OVER 2" DIA SCHEDULE ON PREPARED SUB GRADE THE VERTICAL ALIGNMENT OF A CURB RAMP, EXCLUDING THE FLARES, SHALL BE PLANAR. ° 40 PVC WEEP HOLES @ 4' O.C. GRADE BREAKS SHALL BE FLUSH AND PERPENDICULAR TO THE DIRECTION OF THE RAMP • • ° ° e °°°°° e d o0 d eo d e0 ---------- °0°o o°va0°0 0°0ao° RUN. °o.o a°o.o a o°o•0 41 1 2n o FOUNDATION DRAINAGE SYSTEM EXPANSION JOINT 1r, 8rr EXPANSION JOINT °° D °� MAY BE REQUIRED IF CLAY 1" R 1" R �— RAMP TRANSITIONS BETWEEN WALKS, LANDINGS, GUTTERS, OR STREETS SHALL BE FLUSH 1 0°o o°voe o C:) 7ME D °°° "�°°° CONDITIONS ARE ENCOUNTERED - AND FREE OF ABRUPT VERTICAL CHANGES (1/4" MAX). ° _ ° ° - WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, FLARED SIDES WITH d oo a d °0 o 0 �o°o° o°v�o°o° �o°o° #6 REBAR @ 32" O.C. TOP o M - A SLOPE OF 10% MAXIMUM MEASURED PARALLEL TO THE CURB LINE SHALL BE PROVIDED. N 2" MIN. ° °000°D• ° , °d°o CO. oo pOa 9,o ° #6 REBAR @ 16" O.C. BOTTOM I THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE FOOT OF ° ° v A CURB RAMP, LANDING, OR BLENDED TRANSITION SHALL BE 5% MAXIMUM °O D9t0'°°°D�0O0' F ° 0 o°eD°D Q° o °O o • a • • 0 4,00 PSI @ 28 DAYS 4,00 PSI @ 28 DAYS AIR-ENTRAINED LANDING NOTES: #4 @ 16" O.C. — PROVIDE EXPANSION 8 AIR-ENTRAINED PROVIDE EXPANSION 9 POURED CONCRETE CURB LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION OF A 5'-0" BY 5'-0" EXCEPT AT THE p �•D I I JOINTS 20' O.C. POURED CONCRETE JOINTS 20' O.C. M OF RAMPS TYPE 1 &2 ON SHEET 2 OF 4. V I I E �1 V UNNING AND CROSS SLOPES ON LANDINGS AT INTERSECTIONS IS 1:50 MAXIMUM. MOUNTABLE CURB CURB / PAVEMENT DETAIL 3'-6" 1'-2" 2'-0" I JUL 2 2016 (2%) ALL CURB RAMPS, SIDEWALK GRADES AND CROSS GRADES Southold Town TO CONFORM TO: Planning Board LOT 2 IN SUBDIVISION OF S.C.T.M. # 100-083-03-4.1 6r_811 FEDERAL AMERICANS WITH DISABILITIES ACT AND NYS CODE REFERENCE STANDARDS ICC/ANSI A117.1 Eric Nicosia BOTTOM OF FOOTINGS HAND DUG INTO DRY TOWN OF SOUTHOLD STANDARDS AND SPECIFICATIONS. UNEXCAVATED COMPACTED SANDY SOILS. AMERICAN CONCRETE INSTITUTES SPECIFICATIONS, ACI 318. 1Z UST617E D WCHITC,GT PRESUMPTIVE BEARING CAPACITY:(SW) TYPE SANDY SOILS= 2,000 LBS PER SQ.FT. PO Box 879, Rocky Point, N.Y. 11778 NOTIFY ARCHITECT IF FIELD CONDITIONS VARY IF CLAY OR OTHER UNSUITABLE MATERIAL IS FOUND BELOW Telephone: (631) 928-4456 ANY BASE COURSE, IT SHALL BE REMOVED AND REPLACED E-Mail: architect@optonline.net WITH ADDITIONAL BANK-RUN MATERIAL FOR A TOTAL COMPACTED DEPTH OF 12 INCHES. BANK-RUN MATERIAL I-D" THREES BR5NIN& EAST SHALL CONTAIN A MINIMUM OF 15% GRAVEL. `` G` Rt#Cp '�'�,� LOT 2 CUTCHOGUE BUSINESS CENTER RETAININS ^ALL. 4t CUTCHOGUE, N.Y. Scale: 3/4"=1'-0" Scale: 3/4"=1'-0" _ SITE DETAILS Scale: As Shown Rev Date' 7/18/2016 AG-6 Job# 15122 By: E. Nicosia 6 OF 6 (:5 4 100'-0" 3 2 25'-0" 25'-0" 25'-0" 25'-0" 6'-0"X3'-0" WINDOWS AT 17' ABOVE FLOOR 'a � p • � ° . � 'tl d • • ♦ d� • ♦ a F d • d° _ . • • _ •d . d ° • � ., d d ° � �. d ° � ° s •, � • • A°� ~ � < � � d ° �� al Fl- 25' ± TO ROOF AT WALL 25 0 I II , O I I I I J I I I W ------------------------------------------------------------ m W 0— j � O ! X i I \ I m ; ; BUSINESS OFFICE . I � STAFF LOUNGE i m I I l o I ! I (2) ADA. RESTROOMS I I i i l i ;------------F- I cn MEZZANINE O —I -----------i- `� M IQ I I I I _ 1 1 10r------------r- I � II ! T �------------i I I I I ----------- I I l I II II I I I , I I I i I I I II I W I--- I II , I ' � � BREWERY: ; ; 0m0 al I _____ ________________________________________________ -----r- i 1 � 1 I ' i I iIliiii PRODUCTION & mrSTORAGE m I O iI i -; i iim ii I ile i ! z EQUIPMENT LAYOUT T.B.D. 1 1 z m I'I ROOF PURLINS ! ! m ! ! i j ° ! - OPEN BELOW I , ! ! m ! ! I I o I ----------------------- --------------------------------------------------------- ------------- ------------------------------------------------------------ I l ------r------- Lr) m I I I I I CO II i i i i i I I i i i iC/) i m MEZZANINE i i i i CDO i r i i -n i i i i D i` I j I I i i i i i i i i III ----------------------- X I I I I PROPERTY INFORMATION: OI < C:) I j LOT2 -CUTCHOGUE BUSINESS CENTER SUBDIVISION � COX LANE 1 I I I i O ! !i PRE SUBDIVISION OSCTM#11000-083-03-4.6 m I I I I < I I LOT 2 SCTM#: TBD ' m ii ii ii i mi III D ! ZONING: L!I - LIGHT INDUSTRIAL: I N I i = I li D I I I �Cr m ! ! ! y ! it LOT AREA = 41,831 SOFT./(43,560 SQFT/ACRE)= 0.96 ACRES. I I W I ! 0 1 I! 0 ' I I I I II 1 m D I I m O ! ! i O ! !1 ' LIST OF SITE PLAN DRAWINGS ' I � I i I I I I m I I � I� I I i i i i m (n O SHEET TITLE i li i A-1 FLOOR PLANS / DATA > -----------------------------------------a-- A-2 ELEVATIONS - 1 ----------------------------------------------------------- A-3 ELEVATIONS - 20, I II X -n O xi l I I I I O D i13' DO octiq�sRo SATE� � I i m l 10'_0" - 15'_0" °e9 °x��F �� 25' ± TO ROOF AT WALL I °i io I - — —, ♦may - ,�.- :. : — — ILO - --- - - La - O _o IIiI IIiII iItI1I --- -----____ _________________________________ _____ _____________ _______ _____— ---__ ___— - ----------------- -- --- ------------- ----- ------ - --E--- - -- III e 1�i III III 6 -•0J "X5'-O" WINDOW 6'-O"X3'-O" INDOW6'-0"X3'-0" WINDOWS AT 17 ABOVE FLOOR ROI OR L�No JUL 29 lllJJl 201s 1 ENTRY U) . , m _° NORTH Southold Town % I I Planning Board KEY MAP N.T.S. -- - - - ------- - ' ' 8X8 PAINTED I Io- — ,------------ � I I -i STEEL COLUMNS LOT 2 IN SUBDIVISION OF S.C.T.M. # 100-083-03-4.1 FLOOR P LAN Eric Nicosia R�C�IST�iz�D AIZGNIT�GT PROPOSED BUILDING AREAS: PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631) 928-4456 AREA: SQFT DESCRIPTION / USE E-Mail: architect@optonline.net BREWERY 6,500 PRODUCTION &OFFICE & STORAGE �p Q BI MEZZANINE 812 STORAGE ��EDARTHREES REII^I `' `lI I O EAST TOTAL 6,312 TOTAL GROSS AREA5 N1c LOT 2 CUTCHOGUE BUSINESS CENTER C� CUTCHOGUE, N.Y. ENTRY ROOF 48 ROOF OVER ENTRY tr .t FOOTPRINT 16,548 TOTAL GROSS SQFT FOOTPRINT. * FLOOR F'L,bdNS / DAT CID Scale: 1/4"=1'-0" Rev Date• 7/20/2016 A_1 Job# 15122 By: E. Nicosia 1 1 OF 3 CONTINUOUS RIDGE VENTS • ........................ ..................u.... PLUMBING VENTS ON SOUTH SIDE OF ROOF 24 GA. STANDING SEAM METAL ROOF WITH MATCHING FASCIA, RAKES , All w., < 11 � I ALUMINUM GUTTERS AND LEADERS TO DRY WELLS 12 DARK SKY COMPLIANT WALL / MOUNTED LIGHT FIXTURES 1 O 14 SQ FT METAL SIGN. SEPARATE + SIGN PERMIT REQUIRED 4' BLACK CHAIN LINK FENCE — --- — P.C. RETAINING - I r ALL TIERED LANDSCAPE BLOCK j RETAINING WALL i I r P.C. FILLED MET r AL BOLLARDS ir -.r. - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - I - - - - - - - - - - - - SOUTH ELEVATION ('FRONTI) EXTERIOR FINISHES/COLORS FAN & LOUVER ,- = �- PREFINISHED STEEL HEIGHT OF BUILDING VENTS = ,_ COLUMN AND FRAME LOCATION MATERIAL COLOR The vertical distance measured from the average elevation of the existing natural grade adjacent to the ROOFING 24 GA MBCI STANDING SEAM `CHARCOAL building, before any alteration or fill, to the highest point of the roof for flat and mansard roofs and to \�, PRE FINISHED METAL FASCIA/EAVES MBCI METAL CLOSURES _POLAR WHITE the mean height between eaves and ridge for other type roofs. \ DOORS AND WINDOWS GUTTERS/ LEADERS ALUMINUM TO MATCH POLAR WHITE \ WALL SIDING 26 GA MBCI VERTICAL RIB PANEL ASH GREY MEAN ROOF HT. + 32'-10" \ 26 GA. VERTICAL RIBBED COLUMNS PREFINISHED METAL ASH GREY - DOORS/WINDOWS PREFINISHED METAL WHITE (ELEV: 87.83') 12 METAL WALL PANELS MEAN DISTANCE 5 \ REFER TO SUBMITTED MATERIAL SAMPLES FOR EXACT COLOR BETWEEN EAVE Illi 2D p AND RIDGE � JIJL 29 201515 O ,�� / - Southold Town 00 WALL HT: +26'-0" / Planning Board N (ELEV: 81') LU own Q ryQ ry Z ---- -, ysf �� , • t �f < II g*; Q O AA.ALAAiLl w LL DARK SKY COMPLIANT WALL MOUNTED LIGHT FIXTURES C7 I 0 EXISTING z a IN GRADE _ — - ELEV: 62.00' LOT 2 IN SUBDIVISION OF S.C.T.M. # 100-083-03-4.1 I Eric Nicosia ,'� i I - i R£UIST£R£D AIZGHIT£GT 41 AVG NATURAL GRADE +4'-0 PO Box 879, Rocky Point, N.Y. 11778 _4' Telephone: (631) 928-4456 (ELEV: 58.0') / - E-Mail: architect@optonline.net THREES BRE^UNG EAST 1ST FLOOR 55.0'=0.0' _ I ��`' qac Nicosgy/R LOT 2 CUTCHOGUE BUSINESS CENTER O CUTCHOGUE, N.Y. I EXISTING I I I I s < GRADE I EAST ELEVATION * �_` * ELEVATION5 — 1 REMOVED I - - - - - - - - - - - - - - - - - - - - - - - - - - - - C — - - — 1 — — — — L — — — — — y� 07 5 �� Scale: 1/4"=1'-0" Rev Dat 7/20/2016 A_2 - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N Job# 15122 By: E. Nicosia 20F3 ry I I� - - -- - - i I i I i I i I NORTH ELEVATION � - - - - - -- - - - - - - - - - - - - - - - - 12 5 � I - - - _ _ -- - 4' BLACK CHAIN - LINK FENCE oECEo � � n P.C. RETAINING JUL 29 2016 WALL - - — Southold Town -- -.— __- -: Planning Board LOT 2 IN SUBDIVISION OF S.C.T.M. # 100-083-03-4.1 Eric Nicosia PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631) 928-4456 T E-Mail: architect@optonline.net �RE0ARC, THREES BREWING EAST a° "'0ps, ti's LOT 2 CUTCHOGUE BUSINESS CENTER � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CUTCHOGUE, N.Y. � � - - — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � * �' * ELEVATIONS — 2 I_ s— - - - - - - - - - - - - - - - - - - - - ^EST ELEVATION N� a57 pScale: 1/4"=1'-0" Rev Date 7/20/2016A_3 F # 15122 By: E. Nicosia 3 OF 3 SURVEY OF IMPROVED LOT 2 p p�- SERVICED BY PUBLIC WATER MAP OF CUTCHOGUE BUSINESS CENTER JUL 2 2016 SITUATE AT Southold Town j COXLANE CUTCHOGUE Planning Board TOWN OF SOUTHOLD _ — — . . . — . . . — . . . — . . . — . . . — . . . — . . . — . . . - - - - - - - - . . . _ . . . — . . . — . . . — EXISTING I2"WATERMAIN/N STREET SUFFOLK COUNTY,NEWYORK — — S.C.T.M.DIST 1000 SEC.063 BLK.03 LOT P/0 4.6 ERSS.QG EDGE OF PAVEMENT EP:S EP-.53.3,T 15 0 15 30 45 60 135 _ —1—_---------/ / / SCALEI =30' RATE.SEPTEMBE19,2001 ELa6.70' — \ 8 I --- — ___ _ \ CONC.Mo ONC MON— — — —x-59 55 W E-� 94,5 \ _____ CONC.MON. \ \ 40.00 -10' \ Nci N 59°55'31"W \\ 134.19'\ "'I MIN ) I co 01 . LL LLJ LL -11fp ui Cl Lu 35' L om w: O N 04 a� I I �� \\ \ \\ \ 1• I N oI oZz W w of oLu X o LOT 9 a . W� r / �I I ' LOT 2 ', �� ', �� I'N Lu- O , co I 0.960 ACRE ! I o ► I w o I z� W N / 6 ( r 4 9,83 9 SQ.FT. +I I f'I ; r o CV N ( cv c m z > / I I BUILDING SETBACK ENVELOPE \� I ` I I I 0 5co C13 co , O 40' w � I r I I I I I I r Lu NI STR O URFS R£i9Rf r U OR UNLESS Pn i:.�CALLY EJIDENi AT THE TIAff OE SURVEY I SHF ORSET(OR DIIIENSA lSNOWN !+ TW \ J � � I ivnPosEANDusEAND THNERERWE \ I I I ( lr^) EREc roN aF sxcs RE A AilENQT MTCT/OFD 10DUIGETHE I I \ r ANDANYOnIFROONSTR TION \ I I I I V l ADpn n BULDINGS r I WAILS.POOLS,PATAIS,PLANnNG > AREAS, j—JI 5 T UW�HA E Nt"WYIORI(STpTE 1 DNAUTiWRV KTERATOR ADN gM • \ 1 , , , , ,^J ••_, I CQAIES OFTNIS SVRVEYMM MOTBfAR(i1G > \ THF LAND SE RS INKED SEAEDR EAIBCSSED aAtSEAL SHN1 NOi BECON511'RED TO BEAVAUDTITIEWPY 04 40.00' rEanE,rwTroNs rNpcarED NERCM'sliau RVN m > I(140N. r rr U I i I 1 ( \ CONC.MON. CONC. n ECONPANY,GOV9tNA AO ENLY aN N 59o55\31 W 9 9.01, , , INST, TO TNEASSfGNEES(YTHELRfDINu INSiI- 2 NTAJN cERnF�canaNS ARf NOi TRANSKRA&.E W\ ` TO ADDlIpNALINSnNTIDNS OR SUBSEWENT \ \ ► r I I I i s� \I ,40'-RI'GHT OF WAY, , _ \ \ ` \ 1 \ \ J , 54 (PRivATE) _---------__ > LOT \ 56 JOB NO.2001-325 LOT 2 ---= L— —� —� — — -- MAP NO. PENDING FILED:PENDING ;> REVISIONS: TEST HOLE N0. 1 —EL-60.0'+/- OL TOPSOIL 3' CL HEAVY CLAY MIXED GRAVEL 55,66 -27 SITE DATA CL LOAM& LOT AREA:41,831 SQ.FT.=0.960 ACRE SANDY CLA Y LICENSE NO.050363 ZONING:LIGHT INDUSTRIAL .5' FLOOD ZONE.ZONE X-NO BASE FLOOD ELEVATIONS DETERMINED SP COARSE SAND HANDS ON SURVEYING AS SHOWN ON THE F.E.MA.F.I.R.M.36103C 0142 H EFF.DATE.SEP.25,2009 &GRAVEL 20% 26 SILVER BROOK DRIVE ELEVATIONS HEREON REFER TO APPROX NA VD 1988 AND ARE SP _�2' FLANDERS,NEW YORK COARSE SAND 11901 ` MARTIN RESULT OF ACTUAL FIELD MEASUREMENTS. TEL(631) -FAX-(631)-369-83133 ARTIN D.HAND LS —61 WATER MAINS AS SHOWN ARE AS REFERENCED ON THE SUFFOLK -18' COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE COUNTY WATER DISRTIBUTION MAPS DATED 1/03/2007,SHEET 19 P NO WATER ENCOUNTERED CONSIDERED TO BEA VALID COPY AND SHALL NOT BE USED FOR ANYPURPOSE: COX 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.10 i z m 4( .001 II xv I °' 20' OPEN SPACE NSERVATION EASEMENT 1 Lu 1 I --------------- I I ri STEP DOWN 1 0 7 0, 3.5'RETAINING WALL 0.0 I 3.5'RETAINING WALL I I w J 2 0.3 0.4 b.4 0.3 + + 00.0 <a Q" 0. 0 tv 1 NJ + + + + + + + + I V 0.2 .2 0.4 0.5 0.7 0.8 0 I d 0.0 I o Y ¢ o oro I I ti J I m ~ E 1 8 1.5 0 0.3 0.6 0. 1.3 1.8� - I 0.0 I M L I 0. C 1 0.3 0.4 0.7 1.2 1.9 + .9 3.7 2.4 0.0 I 0.1 0.0 1 1I 1 + +.5 +.5 4. 6.8 I F1 0.1 0.0 0.0 1 2. .8 2.4 + 5.2 .7 +® 0.0 .1�0.0 w 21 V1 3.7 1 2.3 + + 2 cU) I 0 0.0 1 0.0 Q I ® W , 2 +2 .2 +. 3.0 LL 0.0 _O 1 .1 0.0 I < 1 + +. 2.3 4.5 .0 I 0.0 , 0.1 0.0 Z i PROPOSED ONE + + + + + P1 1 � 1.0 1.5 2.6 4. .2 1 0.0 0 STORY STEEL 1' 0100 1 ® 1 0.9 1.3 2.1 3 4.5 1 o.o Q BUILDING 0. W0.0 0 0.8 + + . +.3 1. + I LU0.0 Z 1 0 Q0.0 0- 0.7 1. 0 + .3 1.5 1. > 0.0 0 .0�0.0 1 �r I® 1.0 + . 1.6 1. .7 A^ 0.0 0. Q-n0.0 I I 0.7 +.1 1.7 2.4 2.6 I. Q 0.0 I 0.0 0.0 0.8 1.3 2.1 3.4 +. 1 + 00 0.0 I P1 0.1 0.0 N , ___ •• 0.8 1.3 .3 + .9 6.5 + Q 0.0 \� I 0.1 0.0 1 0.0 04 26 + + + + 1 2. 0. 0.2 0.4 0.7 1.1 1.8 2. 1 J I 1 0. 0.0 0.0 I t 1 .0 0.0 00. 0 9 .3 0.2 0.3 .5 0.8 1.2 1.7 1.7 1 .8 1 0.0 I + .0 0 1 4'BLACK CHAIN LINK + + + + + + + + + + + C 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.1 0. 0.4 0.7 0.8 0.7 .3 FENCE ON 7.3'1 P.C.1 1 0.0 CD0 0.0 RETAINING WALL I 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 LO + .3 0.3 0.4 + I 2 0.0 1 0.0 (No 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.1 0.1 + p 0.0 1 0.0 (:�)0 1 (Y) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 .0 I 0.0 (1) I 0.0 , W1 : WALL MOUNTED 0.0 0.0 0.0 0.0 0.0 0.0 1 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 RAB" SLIM12Y DARK SKY ' APPROVED LED LIGHT FIXTURE SITE LISHTINS PLAN Calculation Summary4 , e {� A Label CalcType Units Avg Max Min Avg/Min Max/Min _ ` ' Main Entry Canopy FC @Grade Illuminance Fc 7.5 9 6 1.25 1.50 a Parking Lot FC @ Grade Illuminance Fc 1.147.3 0.0 - - Luminaire Schedule Qty Label Arrangement Total Lamp Lumens Lum.Watts LLD LDD Description Mount IHeight - WALL 3 W1 SINGLE 1922 X3 X.9= 5189 15.9 0.900 0.900 RAB SLIM 12Y; 12W LED; 3000K; Type III dist;full cut-off WALL 9' POLE 3 P1 SINGLE 6808X 3 X .9=18381 54.7 0.900 0.900 RAB ALED4T50Y, 50W LED; 3000K Type IV dist;full cut-off POLE 15' BOTH FIXTURES ARE FULL CUT OFF TYPE & IDA"DARK SKY"APPROVED PER MANUFACTURER P1 : POLE MOUNTED "RAB" ALED4T50Y DARK SKY APPROVED LED LIGHT FIXTURE - r>j�° f l I'I G AUG - 7 2018 Jul d C U';fl0ii -iU:Vi't --� r TIMER CONTROLLED SITE LIGHTING " TYPICAL LIGHTING FINISH COLOR:BLACK ALL FIXTURES AE TO UTILIZE HOUSE SIDE TO E AIMED AST 0 NOT ILLUMINATE OFF SITEIELDS AND LOT 2: S.C.T.M. # 100-083-03-4.9 SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER THIGH AT PARKING AREA POLES,0'HIGH AT LANTERN POLES FIXTURE ON LIGHTPOLE BASE � ' 6ric N NON SHRINK GROUT UNDER BASE R�G,1 STARED AVL_ IT6GT n STUB OUT APPROVED CONDUIT 2"OVER BASE !!! GROUNDING CONDUCTOR IN PVC CONDUIT PO Box 879, r Rocky Point N.Y. 11778 nuu o i nuu i - Telephone: (631) 928-4456 FINISHED GRADE -I E-Mail: architect@optonline.net E I' (4)3/4"X 24"GOT DIPPED GALVANIZED ANCHOR BOLTS R D C SEE BASE BOLT PATTERN AND THREAD EXPOSURE �C� \C CO tij� THREES B RDN I N G EAST ( � 4000 PSI @ 28 DAY AIR-ENTRAINED REINFORCED POURED �` �� S�9 t� LOT 2 CUTCHOGUE BUSINESS CENTER c-- ;; - ---� CONCRETE FOOTINGS it/ CUTCHOGUE, N.Y. u Rev Date:8/2/2018: -.--; (4)VERTICAL#5 REBAR @ 18"O.C. ,e 3"MIN CLEARANCE ALL SIDES Revised Site LgM1 Rev Date:12/4/2016: REV I SED SITE L 1 G H TI N& PLAN 2'-0" (6)HORIZONTAL#5 REBAR EO.SPACED Rev Date:10/18/2016: °v 3"MIN CLEARANCE ALL SIDES Planning Comments Rev Date:08/18/2016: '�� 024515 p� Scale: As Shown Rev Dat 8/2/2018 RAG- -3 GROUNDING CONDUCTOR IN PVC CONDUIT Sanitary/Drainage � Rev Date:07/18/2016: OF NEN4 Job# 15122 By: E. Nicosia Planning Submission United Structures of America, Inc. Standard Material Color Chart Headquarters Tennessee Plant 1912 Buschong 214 Fountainhead Road LS_ -A- Houston,Texas 77039 Portland,Tennessee 37148 Phone: (281) 442-8247 Fax: (281)442-2125 E-mail: sales@usabldg.com U.S.A. COLORS CAN HELP GAIN LEED CREDITS AND ENERGY STAR APPAUVAi.`- UNICOTE polys r POLAR WHITE LIGHT STONE SAHARA TAN AZTEC GOLD 60=1 TSR=0.65 TE=0.87 SRI=78 TSR=0.54 TE=0.88 S13I=64 TSR=0.38 TE=0.87 SRI=42 TSR=0.56 TE=0.87 SRI=66 DESERT SAND BURNISHED SLATE CHARCOAL ASH GREY TSR=0.33 TE=0.87 SRI=35 TSR=0.29 TE=0.88 SRI=31 TSR=0.28 TE=0.88 SRI=29 TSR=0.38 TE=0.86 SRI=42 COLONY GREEN EMERALD GREEN HAWAIIAN BLUE TSR-0.38 TE-0:86 SRI,42 TSR=0.27 TE=0.89 S11I=32 TSR=0.35 TE=0.89 SRI=39 TSR=0.32 TE=0.88 S13I=34 E C E � U COCOA BROWN JUL 29 2016 Southold Tawrn TSR=0.29 TE=0.87 S13I=30 Planning Board A If POLAR WHITE LIGHT STONE SAHARA TAN BURNISHED SLATE TSR=0.65 TE=0.87 SRI=78 TSR=0.60 TE=0.89 SRI=72 TSR=0.53 TE=0.87 SRI=62 TSR=0.29 TE=0.86 SRI=30 ASH GREY EMERALD GREEN HARBOR BLUE COLONIAL RED Liiiiiiiiiiiii TSR=0.51 TE=0.87 SRI=59 TSR=0.30 TE=0.88 SRI=32 TSR=0.25 TE=0.87 SRI=25 TSR=0.29 TE=0.87 SRI=30 TSR =Total Solar Reflectance TE =Thermal Emittance SRI = Solar Reflectance Index +Polar White is the only U.S.A.color eligible for LEED Credits and Energy Star Certification on low slope roof applications(2:12 or less). Harbor Blue will not assist in obtaining LEED Credits due to an SRI=25. Colors are representative of colors offered and are NOT to be used for matching purposes. Actual color chips are available upon request.