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Home My WebLink About1000-109.-1-38 (2) () 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTIN OF FENCES.(S)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CCRIIFlCATONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTI)NS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York 111101 EXISG I STORY BARN tel. 631."12'1.2303 fax. 631.72-1.0144 TIN EXISTING WELL EX13 TASTING SANITARY DESIGN CRITERIA 4 CALCULATIONS admin®youngengineering.com EXISTING 2 STORY TAX LOT 1000-IOci-I-40 SEWAGE DESIGN CRITERIA RETAINED PARGEL GROUNDWATER MANAGEMENT ZONE = ZONE IV FRAME HOUSE METHOD OF WATER SUPPLY = PUBLIC Howard W. Young, Land Surveyor lI- 0.94 ACRE SGWA TO EXTEND WATER MAIN TOTAL AREA = 86.1'7 ACRES Thomas C. Wolpert, Professlonol Engineer WEST FROM SOUTHWEST AREA SUBJECT TO DEVELOPMENT RIGHTS = 83.311 ACRES Douglas E. Adams, Professional Engineer 0 ]� CORNER OF MAIN ROAD AND AREA OF RETAINED PARCELS � N$9o$ "1/�I J (NOT FERTILIZATION DEPENDENT) - = 2.'78 ACRES Robert G. Tost, Architect 0� /I6 0 / I O'30, lI O � LINDEN AVE. ALLOWABLE SANITARY FLOW (DEN5I7Y) 600 GPD/AGRE L EXISTING 74 F e, FRAME N �� 2� 600 GPD x 2.78 ACRES = 1,668 GPD 08 jo 5ARNS 60 D2o' DENSITY CALCULATION X// 9� ` �� N3S0 EX15TIN67 WINE TAETIN6 BARN - / 7 Ii WINE TA571NO: 48 OGG @ 5 GPD/OCG - 240 GPD ��b!/J // 021�� / STORAGE: 782 5F @ 0.04 GPD/SF = 31 GPD FF0 �� 6q L� PROPOSED WINERY WINE MAKING 8 STORAGE ry�Uj .; ` -' \397 °8$ „ INDU5TRIAL/5TORA6E: 7,2375F @ 0.04 GPD/5F = 2811 GPD Q' • _-_- ., 200 RADIUS FROM WINE TA5TIN6 (PRIVATE) 10 OCC (P 5 GPD/OCG = 50 GPD \�V11 EXISTING WELL11 I TOTAL PROPOSED FLOW (DENSITY) = 610 GPD 00, EXISTING WELL THE UND£dLSIGNED,PURSu o ANT TO SOUTHOLD TOWN CODE SECi70tq 0 DE516N CALCULATIONS SANITARY SYSTEM NO. I 2FO-131(1),ACKNOWLEDGES THAT THE CONDI770NS OF THE SITE PLAN r0 \� EXISTING _ PROPOSED PROPOSED WINERY PROVAL SET FORTH IN THE RESOLUTION OF APPROVAL DATED WINE MAKING 8 5TORAbE .�/20�ARE ACCEPTED(SEE CONDITION ON RESOLUTIO N \ SANITARY •�� WATER SER\/IGE INDUSTRIAL/STORAGE: 7,237 SF ® 0.04 GPD/SF = 2811 GPD Z r SYSTEM WINE TASTING (PRIVATE) 10 000 @ 7S GPD/OCG = 75 SPD 1LI PLEASE PRE ME �� his'✓ ` 0 C2\"L Q,L�Q PROPOSED TOTAL DESIGN FLOW = 364 GPD '� i ti // l � I N3�G3�2 SANITARY SYSTEMS GREASE TRAP AU-1-110 eu SIc vATt'kE 'ITLEDATE '-- I i REO. IO OCC @ 2.5 GPD/OCG APPROVED BY i� 1 �0(0 VINEYARD PROJECT S 1 TE USE I TANK V DIA. x 5' LIQUID DEPTH , 25 SAL. to TOWN OF SOL THOLD PLAN*N[NG BOARD 0 Dc d. ,!4 = I,500 GAL. Q / �ry PROPOSED WINERY SEPTIC, TANK (�•\J I \' o(/)� REQ. 364 GPD x 2 DAYS _ = CHAII'PERSONSI �/� O 0 (,j 2 T - 728 GAL. ATURE I N-ae)o ` VINEYARD �0 TAX LOT 1000-1001-1-38 USE I TANK 8 DIA. x 4' LIQUID DEPTH = 1,200 GAL. J NOT The=w DATE FARM ROAD S6 o c76, 9,"'Proved site development p>'od shall o valid for a period of eighteen 3' 423 RETAINED PARCEL LEACHING POOLS I7�OT Goers the date oil rroorraall as (18) 43' REO. 364 GPD / 1.5 GPD/S.F. = 243 5.F S.W.A. PP code sectlop 2!"'J-132A. Stu 1) ' 0�p�� Q1��4 �3' L I BER 1260cl FASE 31LI USE 2 POOLS 8' DIA. x 6' DEEP = 300 S.F.S.W.A. om�V� o ,44' I r\\\2 v �40 1.84 ACRES Cj zry rY DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 PROPOSED WINERY IL S60 6 8/' WINE PROCESSING GOGQ� 02 4��2„ 2 WASH DOWNS/DAY @ 150 6AL/WASH DOWN = 300 GPD \J��, ��5 \\'00 �v N3 aS a� �v0 939 PG TOTAL DESIGN FLOW = 300 GPD -(P` (� g'b• SEPTIC TANK REQ. 300 GPD x 2 DAYS 600 SAL. = 1,200 SAL.USE I TANK 8' DIA. x 4' LIQUID DEPTH LEACHING POOLS REQ. 300 GPD / 1.5 GPD/S.F. = 200 5.F.5.W.A. 0 JtN. USE 2 POOLS 8' DIA, x 6DEEP = 500 S.F.S.W.A. O N p NOTE Q O THERE ARE NO KNOWN PRIVATE WATER SUPPLY WELLS WITHIN 150' OF THE PROPOSED SANITARY SYSTEMS. 00Dt SGWA TO EXTEND WA=TER MAIN WEST 0 y Q' VINEYf�RD �0� ROAD AND LFROM INDST E. AVE. OF MAIN de C,1, ENGINEER'S CERTIFICATION ROAD -"VA� I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR 5EWASE \� M77\ X 5) DISPOSAL SYE)TEM(5) BY ME OR UNDER MY DIRECTION. BASED RUPON A G R DESIGNED OROUSH VINEYARD �NS�oN STUDY OF THE SOIL, SITE AND GROUNDWATER DITIONS, / FACILITIES, AS PROPOSED, CONFORM TO TH SUFFOLK COUNTY Dv0 DEPARTMENT OF HEALTH SERVICES CONS GTION STANDARDS O EXI5TIN6 WELL �� \ EFFECT AS OF TH15 DATE. v 6 0 ,P w 9 �00 U PROPOSED WATER SERVICE � (I HOWARD W. YOUNG, N.Y.5. L.S. NO. 4581131) 2 � 0 D(� ��+ �� / BEABANDONED I o THOMAS G. WOLPERT, N.Y.5. P.E. NO. 61483 1 0 \\ � Q, 1 DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808117 PORTIO`! OF EXISTING WATER n O s / SERVICE TO BE ABANDONED N a SURVEYOR'S CERTIFICATION v / PORTION OF EXISTING WATER • 1 HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING a0 SERVICE TO REMAIN / BOUNDARY AND TOP06RAPHIGAL SURVEYS MADE BY US AND/OR BY 0 OTHERS. N O \ / IS _ f. 200' RADIUS FROM w ® ® \ EXISTING WELL r. ® HOWARD W. YOUNG, N.Y.S. L.S. NO. 458113 f'. o ` � WINERY EXISTING SANITARY McOALL BARN SYSTEM TO REMAIN SGDHS REF#COI-10-0001 of Cutchougue, Town of Southold N I Suffolk County, New York BOUNDARY SURVEY N � q 9 � P 1000 IOci 01 38 0 1000 10q OI 40 0 County Tax Map District 1000 Section 116 Block 01 Lot 5.5 d MAP PREPARED APR. 16, 2018 SITE PLAN (TAX LOT 1000-10CH-40) Record of Revlslons 1 " L REVISION DATE Scale: I = 50 0 I , I I. p APR 2 0 2018 200 O 100 200 400 600 s m o ' Scale: I" = 200' a JOB NO. 20118-0013 DWG. 20I4_10201_2018_OOl3_overoll site COVER 0 = MONUMENT 5ET ■= MONUMENT FOUND A= 5TAKE 5ET A= 5TAKE FOUND () 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF i0 THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. N i' 400 Ostrander Avenue, Riverhead, New York IIQOI fi. �f tel. 631.727.2303 fax. 631.-T2-7.0144 admin@youngengineering.com 4- �:r Howard W. Young, Land Surveyor Thom ineer ' Dov aas E. Ad ms, Professional Engineer M\�'R ,��6 o Robert G. Tost, Architect SITE DATA TOTAL AREA = 80,000 5F ^ o�Q o?� w ZONING USE DISTRICT = AGRICULTURAL CONSERVATION (AC) VERTICAL DATUM - NADaa �G Z O t ° `r\�\ \�/y cG O O "r / �o oye PARKING CALCULATION C'\& mn�L-Hoang r''" 2 �PJ�' 30 �.• v "\'^Ql STORAGE (I PER 1,000 SF OF GROSS FLOOR AREA) BASEMENT LEVEL = 4,245 SF a rn��s oac cJ N` o �\>' UPPER LEVEL (BARN) = 2,g12 5F STORAGE _ x,231 S.F. @ 1/1000 = 8 STALLS �,s, ��' ..�i s �-�- •'� 6; i/sir ° TOTAL REQUIRED = 8 STALLS �\x_ - , o �G �. TOTAL PROVIDED = 10 STALLS i' KEY MPTP - p" i,r +,,,,r,• \.\�,,.-QP�� 5\G� /�. �'C0CFy Io. 50ALE: I"=600' /� r' of I NOTES �1 a 1 g-ad-!to,mg PROPERTY 15 SUBJECT 70 PEGONIG LAND TRUST, INC., RECORDED CONSERVATION L BER EASEMENTHELD GPD BY SIGN PP�� 1 pg e' ` r c '\0 �pGv� U O lSl + + 0.00 0.0 0.0 0.01 N -o APPROVED BY 0.0 0.01 0.02 0.05 ✓` "o` `'�- URD 5To + + + .. - "Jig `�� Iu e m w., Q• O rn 0.04 1 .03 0.3 .05 � ' c z �`.` p° Itl { �- � `i PLANNING �O�►Rp + + + + o TOWN 4F SOUTFIOi.D 0.07 0. 0.02 0.01 00 + + + D��TE Ll �� 20 0.01 .01 0.01 0.00 0 N .„ C \w C� 1 O 1 HYDRANT Sj S + + + + + 1 0.02 0.01 0.0 0.00 0.00 0 B1 A 1 + +� + + + 0.02 ON 0.10 0.01 0.00 0.00 0 G°NG�K ° � 0 + + + + + 5- 2-C.0 lid O 0.01 0.11 .07 0.01 0.00 0.00 0. - O A PGT Z N 2"GO z 4 2" 1 + + O + + + 0.01 0.30 0.59 0.01 0.00 0.00 0.0 + + + + + + + + + d� o © 20' '- ENGINEER'S CERTIFICATION 0.01 0.05 0. 9 0.03 0.00 0.00 0.0 00 0.00 0.00 ► 9 2�o p µ? _ 0 4.tM 1 on,q .n, �° 1 \ ° X161°" I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR 5EWAGE + + + + + + + � U1= 0.05 0.9 0.04 0.00 0.00 0.00 0 0.00 0.00 N rs Ct�P) Q O G° T- 11 DISPOSAL SYI5TEM(S) FOR THI5 PROJECT WERE DESIGNED BY ME + + + + + + + PLANTING SCHEDULE r \ `S; PA TM 1 OR UNDER MY DIRECTION. BASED UPON A GAREFU OROUGH } - �Np 3- ° 1 STUDY OF THE SOIL, SITE AND GROUNDWATER DITIONS, N 7 FACILITIES, AS PROP05ED, CONFORM TO TH SUFFOLK COUNTY 0.02 0.� 0.09 0.01 0.00 0.00 0.00 0.00 R + + + + + + + // oy� 2-0 DEPARTMENT OF HEALTH SERVICES CONS GTION STANDARDS 0.02 0.30 .10 0.01 0.00 0.00 0. 0.00 0.00 TREES = . °0- O EFFECT AS OF THIS DATE. + + + + + + + orr SYMBOL BOTANICAL NAME COMMON NAME 51ZE ROOT /// 0.01 0.20 51 0.01 0.00 0.00 0. .00 0.00 ° 5- 1 \ // - 2-GO 1 3 1 PGT PRUNU5 CERASIFERA THUNDERCLOUD' THUNDERCLOUD PLUM 3.5"GAL BSS /�h \ Lj1.0 A0p-:1�ypyLo `o + + + + + + + + 2 TO TILIA CORDATA LITTLELEAF LINDEN 5.5"GAL 555 FJ �S \ r(?) // 0.01 0.07 0. 3 0.02 0.00 0.00 0.0 .00 0.00 FLTpIN nl + + + + + + I ---- HOWARD W. YOUNG, N.Y.S. L.S. NO. 45SQ3n SI 0.00 0.06 0.1 0.04-60.00 0.00 0. 0 0.00 SHRUBS THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 + + + + + + DOUGLAS E. ADAMS, N.Y.S. P.E. NO. aoaci7 QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT ti ry 0.00 0.03 0.15 0.01 0.00 0.00 0I + + +O + + + + + + 12 CO CHAMAECYPARIS OBTU5A 'GRACILIS' HINOKI CYPRESS 4'-5'HT- B6.5 \\ �� O \ 1 Lj s 0.00 0.02 0.76 0.16 3 .03 0.00 0 0 0.00 \ '? �� ! ` SURVEYOR'S CERTIFICATION 20 RM ROSA 'MEIBIDULL' HYBRID TEA ROSE 5 GAL. CONT. \ )) 99�F<� / 1 �I 0.00 0.01 0.03 0.07 8 0.03 0.00 .00 0.00 16 TM TAXUS MEDIA 'DENSIFORMIS" COMPACT SPREADING YEW 15^-24° coNT. \ 00 1 • 1 HEREBY CERTIFY THAT TH15 MAP WAS PREPARED UTILIZING 0 15 TO THUJA OCCIDENTALI5 EASTERN ARBORVITAE 6'-t'HT. BSB \ / i BOUNDARY AND TOPOGRAPHICAL 5URVEY5 MADE BY U5 AND/OR \ / 1 UNDER OUR DIRECTION. N + + + + + + + + + SEED MIXTURES 0.00 0.02 0.04 0. 1 0.01 0.01 01 .00 N + + ° + + + + + LOCATION MIXTURE SEED RATE - 1 0.02 4 2 0.06 0.01 0.0 0.01 0 0 N + + + + + + + + ALL D15TURBED AREAS d LAWN AREAS LOFT'S ECOLOGY MIX 1"10 L55/ACRE N 1 0.01 0 0.09 0.02 0.01 0.00 0.00 0.01 0 + + + + + + + + + r i.; 0.04 0. 5 0.08 0.01 0. 0.01 0.00 0. 0.0 1 +, 0+ + + + + + + + 1 0. 2 0.02 0. 00 0.00 1 0.01 0.3 .21 0.01 1 + + + + + + + + 11 1 HOWARD W. YOUNG, N.Y.S. L.S. NO. 45ag3 0. .1 0.01 0. 0.01 0.01 .0 0.01 0.1 .10 .01 I 2p°.D° 1 O 1 0.00 0.00 0.01 0.2 10.4 0.01 0.00 .00 0.02 0. 0.17 01 1 + + + + + + + + + + + I INS o� 11 W I NARY 0.00 0.00 0.00 0. 7 0. 3 0.00 0.00 0.01 0.02 0.1 3 0.04 0. 0 L 0 5�q°°°�� MGGALL SRN 0.00 0.02 0 J1 0.01 3.56 + 0.0 + 0+ +8 + 0 01 0.0 LIGHTING FIXTURE SCHEDULE I '\ at Cutchougue, Town of Southold I + + I / �7 0.00 0.01 0.01 1. .39 7 0.03 QTY. SYMBOL DESCRIPTION TYPE HEIGHT LUMENS L.L.F. OCT Z Suffolk County, New York I / \ + + + + + + + LBX BOLLARD LED { 1 0 �' 0. 10,92 0.01 0.03 0.05 0.01 0.01 0.01 Iq �p GAT.NO.MANUFACTURED 20W-W30-120V BOLLARD 5a" 515 1.0 3000 K 1 ALIGNMENT 4 L I&HT I NCS PLAN n � A5 MANUFACTURED BY LIGMAN / + + + + + + L7 LIGHTING USA OR APPROVED EQUAL. r rrrierly G 1 r° FINISH AS SELECTED BY OWNER. f o / >Q� 0.01 0.00 0.00 0.00 0.0o now o cGQ��' LL \ EAVE FIXTURE_ 1�1 er M 5 Count Tax Ma District 1000 Section IOQ Block OI Lot0 CAT.NO 38 \ 92 0.00 0.00 5 AS MANUFAGOTURED BY BEGA-US OR EAVE 10' 650 1.0 5000 K r}Q\0°°�11611j >�G � y p \\ + + L8 NISHO s sFcEOU`�T>=D BY owN=R. �C 2 ', MAP PREPARED APR. 16, 201a \ �La. 2 0.00 0.00 \ DRIVE OVER IN-GRADE FIXTURE \ / GAT.NO.5500 LED AT 10 1.0 3000 K Record of Revisions \ / q O AS MANUFACTURED BY BEGA-US OR IN-GRADE GRADE g \\ / LIO APPROVED EQUAL. s FINISH AS SELECTED 5Y OWNER. 7- I - 11 5 O DATE O \' FOOTCANDLE STATISTICS 1 I MIN. MAX. AVrv. N APR 02018 30 o 15 30 60 ao DO LIGHTING PLAN L g ---------- SCALE: I"=40' a JOB NO. 201 b-0015 I DWG. 2014_0201_2015_0013_51tepIon I OF 5 0 = MONUMENT SET ®= MONUMENT FOUND = STAKE SET ®= STAKE FOUND (1)UNAU 7HOPIZED ALTERATION OR ADOI SON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY ONES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTIOP OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND 9JRVEYOR'S INKED SEAL OR EMBOSSED SEAL SMALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATON INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURI IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSPTUTIOJS OR SU"SEIXICNT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 111101 tel. 631.727.2303 fax. 631.727.0144 admin@youngengineering.com CAST IRON FRAME 4 COVER � :T Y OOtl00"000 CAMPBELL FOUNDRY, PAT. NO. i t +16.14 R 340'7 OR APPROVED EQUAL. yo"� 00 .x� - w `• ,� Hoard W. Young, Land Surveyor DRAT NAGE Y __I .�0000000 I / Thomas G. Wolpert, Professional Engineer PIPE 0000000 8000000000 4000 PSI PRECASTCONCRETE 00 0 +720.04 (/0\18.89 8.63 Douglas E. Adams, Professional Engineer 000 BOX AS MPG. BY SU e 0.53 / 19.17 �aeIP8 .`' Robert G. Tost, Architect 20.58 �R, `" / 18.96 c GEMENT OR APPROVED EQUAL. CAST IRON FRAME 4 COVER C.G 1.09 .yam cora �,• CAMPBELL FOUNDRY, PAT. NO. 1, 75 I0o-7G oR APPROVED EQUAL / J ON INSPECTION POOL ONLY. +20.71 DRAINAGE PIPE I / ' 8" 4' 8" ED PRECAST DOME AS 4000 PSI PRECAST CONCRETE MFG. BY SUFFOLK / SITE DATA TRAFFIC BEARING TOP SLAB �2411 GEMENT OR � '' Mllt�}01-I�OIIttt� d AS MFG. BY SUFFOLK GEMENT APPROVED EQUAL. ti` •� TOTAL AREA = 80,000 SF ot cn OR APPROVED EQUAL. +21.2# / / 0.12 , 3k-69 ZONING USE DISTRICT = AGRICULTURAL CONSERVATION (AG) VERTICAL DATUM = NAD88 1`26 / , 21.66 4000 PSI PRECAST CONCRETE BOX AS MPG. BY SUFFOLK 21 77+ 1�T GEMENT OR APPROVED EQUAL. to / �� 21.10 / / 21.46 W z GROUT AROUND ,�0� R7 _ DRAINAGE PIPE � � ENTIRE PIPE Z p 22.12+ O V fi V PRECAST CONCRETE �/ 21.30 / x0 63� �(`1r DR I N,4GE DESIGN CRITERIA $ CALCULATIONS 4000 PSI PRECAST CONCRETE w DRAIN RINGS AS MFG. 1 ti -(rG g� '- onRgd7•urc4 BOTTOM SLAB W/ SUMP AS 2.52 / 21.s� ac� .M Y= a t BY SUFFOLK GEMENT _'\: P �QT� � w > E MPG. BY SUFFOLK GEMENT OR O OR APPROVED EQUAL. ��j' / y: .-y - _ z1:" �' / APPROVED EQUAL. E3® s 1' (J".f7 ` , V = A R G O❑ G, // ; J� 7s i1:e°s: 4. ¢O R = RA NFALLTA OF TRIBUTARY (S.F.) +22.59 ,i G = COEFFICIENT OF RUNOFF SII 41 -7, 70 iJ Z I- 1O'-OII i - -( G'� cr`'// "S * ry .• •'2g 2200 tJ m 3 NOTE: - S I.WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF 4'-O". ��s/� / y l 1 - ��`y i p N OO l!W,N N \_ GB#I.I � #1.2 Cj 2.DEPTHS GREATER THAN Q'-O"SHALL HAVE WIRE FABRIC COW-RETE \ SGL / f= -24- -� O I A=34685 SF REINFORCEMENT 3"x12",I AND 2 MIN.VERTICAL WIRES- 12"O.G.,I/2"MIN.COVER. #23.01 G�. (�� / _ - GW EL 111 / Q�� / "N-1 - �� rv�-�' C9 REQUIRED VOLUME \ -2 .74 / / CP C3 GRAVEL PVMT: 11,43.7 S.F. x 2/12 x 0.60 = 1,144 G.F. CATCH BASIN 2' x 4' FLUSH GRATE LEACHING POOL "�/ / /r ' � 113 = rn CONCRETE PVMT: 2,465 S.F. x 2/12 x 1.00 = 411 G.F. JOE /� 23.16° o / / ti"• / / ( �� s o � LANDSCAPE: 20,-783 S.F. x 2/12 x 0.10 = 346 G.F. NTS NTS �o� / 22.50 °°�0�0` µ' o �� - 5 \ / rn TOTAL REQUIRED = I,QOI G.F. 22.72 OCG / / /�• a• r ? ` \(' 5.15 DoE eP +23.43 / / / a - �� •- \\ PROVIDED VOLUME Eoo .>`' e / /_ ' �s \ � �5 N O USE LEACHING FIELD 1.0 <F �� o0.8 / (I 1 o / ' Q r _ _ (4) 10' DIA. x 8' DEEP POOLS = 2,1811C. ° F / 10 /�4 25.20 25.80 LI CP -1 "13 S, C36 23.71+ Sod ' �=� O RODE / 1 +23.86 0 ooF eP / -' \ �\\_ d A=3,4-74 5F PSe�P�Py L:T I c y 1ff'- o \\ 2425 .47 ICP REQUIRED v'OLUME f Cli 21'oozy + 2N-5 p 4" CONCRETE ROOF: 3,474 S.F. x 2/12 x 1.00 = 5-711 G.F. / �•' SIGN'°1 25.80 \ c� ° l5 25.97 i1 SIDEWALK TOTAL REQUIRED = 5711 G.F. 24.1 .4 29 -1 + / cD� Q°�� tial PO f d Says \� 1't 9 24.14 �L VARIES USE LEACHING FIELD, 2.0 + / y� x r I PROVIDED VOLUME 24.06 // ` / "�„ C sb � �c� �� L; X,�„.�. 1 o� \ 40 1 +2s.41_-•� \ O -' 6i (, n� \- a• (2) IO .L21A. x 5' DEEP POOLS = 684 G.F 24.33 0 / / 23.8 / � -.1 ✓'1 -� ms's t. -• 11 _ I , ,.� / 27 `s ll N APPROVED Q fir, 4.08 do i'. l / J �\ \ 6.00 -'1 •.-.,,11 11 6" WIFZE MESH -(- APP R �f ED B �J X11 n REINFORCEMENT 6 +24.40 // / 26:1 1211 \� _ 2- 1..9A 't'`' o -13 PLANNING BOAP-D 3.92 N r I I I I tt LI 23.58 �? l 28 I 21.85il6 r �1 o TOWN 9FSOUTHOLD 23.477 , 25.8 i ` I I _ II r I I 21.78 1.59 1 / CONCRETE TURN-DOWN l 23.8 Z =zz-+ 1� 25.09 -23- NTS SATE _-24- +24.66 / I '+\ -26- +26 9 N ( I ;` " f 26.73 Q Fifl -A Cil I i;' 30 7 246 6 VIE VI7 2668 26'50`• 11 0 a ( T305n .,�► 1 0 - �" ENGINEER'S CERTIFICATION -1 r 26.86 . O {" LG26.60 "6 • I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE 9 I O 2" STONE BLEND DISPOSAL 5Y5TEM(5) FOR THIS PROJECT WERE DESIGNED BY ME I 32 L oa !! ' � HroR�NT i1 OR UNDER MY DIRECTION. BASED UPON A CAPE THOROUGH STUDY OF THE SOIL, SITE AND 6ROUNDWAZTEUCTION ONDITION LL / UT33.50 �°_ I I 9 FACILITIES, AS PROPOSED, CONFORM TO UFFOLK GOUN 30.00 -7 i DEPARTMENT OF HEALTH SERVICES CON STANDARD IN 2571 1. / LG27.65 ° e •�GKSn� I 1 , a, o LT -60 EFFECT AS OF THIS DATE. CONCRETE RETAINING WALL SCHEDULE " I .,� I a . z .I /1 ��I I 11 + _ 1 y O 4 HW C W O D La P Lw M A uT3s.5o y r ; �£ I ° v ti•r, / UG33 00 _ 0 s . "k ( �* . 'o. 27.20 0 1 T30.50 a = 2 i F I LT33 50 ?` LG27.20 _ t' �• o ti L027..95-- �• t� ,, 5' "27.67 ,_ u T \\_Q UG27.50 5' 2'-2" 3'-3" #4 @ 18" #4 @ 18" 4-#4 #4 @ 18" #4 @ 12 NONE 12" 9 ' �`ti27.50-34 6' 2'-5' 3'-9' 4 @ 18" 4 @ 18" 4- 4 4 @ 18 4 @ 12" NONE 12' Z N ` o # # # # # O I UG35.00 28 /O � HOWARD W. YOUNG, N.Y.S. L.S. NO. 458g3n i WI O # } ``l`t LT35.5o - `r' 1 A 1 1 OO 4 ` THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 7' 2'-6" 4'-2" #4 @ 14" #4 @ 14" 4-#4 #4 @ 14" #4 @ 12" NONE 12" p ► 3 '-, LF 2.O 1 �` DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 80811-7 ry O _ o r.b(2r i?ooc5 '3 rLG2&.30'.. O \ 'II / s �V_'02r__ , \ ' LG27. 4" RECYCLED CONGR)=TE _ • UT39.50 ' -r-� LG27.6011J 8' 2'-8" 4'-8' #4 @ 14" #4 @ 14" 4-#4 #4 @ 14" #5 @ 12 NONE 12" f11 ► i1 I ;__, 327. 1 uc2s.00 SASE COURSE LT37.50 28.41 /UJ U� LG28.53 7 6" STABILIZED SOIL SASE 5URYEYOR'5 CERTIFICATION 9' 3'-2" 5'-2" #4 @ 11" #4 @ 11" 5-#4 #4 @ 11" #5 @ 12" NONE 12" 111 pNOTE: -4 0 T39.so /� �� 1 rn 1 0 10' 3'-7" 5'-9" 5 @ 12" 4 @ 12" 5- 4 5 @ 12" 5 @ 12" NONE 12" O 3 UG3900 !i I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING 0i 1.CONCRETE TO BE 4000 PSI AIR ENTRAINED. # # # # # G A LG2890 28.86 / ,� ii <`� 1- 124.9 UG300o BOUNDARY AND TOP06RAPHICAL SURVEYS MADE BY US AND/OR b 2.FINISHED SURFACE OF RETAINING WALLS MAY BE CONCRETE FORMLINER EL= -7.O / / �. " o P�4VEMENT SECTION PATTERN OR MASONRY VENEER. 11' 4'-1" 6'-7" #5 @ 9" #4 @ 9" 6-#7 #4 @ 9" #5 @ 12" #4 @ 9" 13" �� ko / / ",\ � :��% '" UT35.50 UG33.00 LT30.50 UNDER OUR DIRECTION. LG28 30 NTS N 12' 4'-7" 7'-3" #5 @ 8" #4 @ 8" 6-#7 #5 @ 8" #6 @ 12" #4 @ 8" 14" ' ONNE O / / ~, f',; ° LG2795 of GUARD RAIL AS PER NEW YORK N STATE BUILDING CODE 13' 5'-0" 7'-10" #6 @ 9" #4 @ 9" 7-#7 #5 @ 9" #6 @ 12" #4 @ 9' 14" WI H 8 G PIE 1*/ / 0 24. 1 / 41. `1 (STYLE AS SELECTED BY OWNER) \ i 4"x16"PRE CAST STONE SILL TRANSITION COLOR AS SELECTED BY OWNER GUARD RAIL AS PER NEW YORK / \ �( UT3 50 UT3 .50 0 / GST V \ /// T 9.5 UG3 .00 UG3 00 1 \ � �•+ STATE BUILDING CODE GIN / +27.13 fi� �� // O 39. LT37. 0 LT35 50 LOWER (STYLE AS SELECTED BY OWNER) I B-1 �4R \?�5� L 28. LG28 3 LG28. 0 N{ N t o TOP OF -� 1. \ TOPSOIL&SEED ALL �q\ S W WALL(LT) a z <� \ o HOWARD . 1fOUN6, N.Y.S. L.S. No. 458113 O Z 4"x16"PRE CAST STONE SILL DISTURBED AREAS \ G� 1��. o it \ COLOR AS SELECTED BY OWNER ih FIN.GRADE CV �� • '�- ... - _ IIV�d.11r�,rll a c L fry- ' I' jj\/% +2514 UPPER PROVIDE SLEAVES IN CONCRETE \\ � \ / j 26.85+ /' g I }� �I TOP OF FOR FENCE POSTS : 12 `W�': "�', Y =k �\//\\//. \ 1 IGVI'�LL 1JRI`� WALL(UT) _i SEE SCHEDULE FOR REINFORCING ,: \ \ \ E �� `/ii +26.8 I at Gutchougue, Town of Southold N UPPER BACKFILL WITH L.I.BANK-RUN SAND1 w.` . .. ' '� \\ s 1 s _.. APPROXIMATE LINE � n U foI County, New York -GRADE &GRAVEL 4, (UG) OF EXCAVATION_ ' j FILTER FABRIC-----. ao 1 / 1 o ,rt+y s Y // / & D LOWER O GRADE 22"0WEEPHOLES @ 10'-0-O.C. _ I I G � OR,4)1�iI,4GE PLAN (LG) +2760 PLANTING BED �- `-" //\\// 3 �p 2� 0 MAX s 18 / F 1 County Tox Map District 1000 Section IOQ Block OI Lot 38 CONCRETE SIDEWALK m 4 \/ g? ? . I in a FIN.GRADE FIN.GRADE I M c \\� = 30 �` +27.25 MAP PREPARED APR. 16, 2018 N r \ «, ° �C -&,.. ." ///° �i 1 2 4 P - /\\� o F �fPINEfl P� �L \� 1 Record of Revisions in EXPANSION JOINTTYP. io \\/\\/ •1 M D M1;?x 'a \ \� LINA O \ 1 \/\\ ,- � REVISION DATE I - - - - - - - - - - - - - - - 3" 2850 +26.87 \ I \\\\ \'�j j \\\//\\�/ Z \ 1 Tn FOOTING Ls < \ \ 6 W o \\ \ 1 ELEVATION SECTION �pl �ormer�y 1 } \now Or APR 2n, 2018 50 0 15 50 60 110 m 1 6 REINFORCED CONCRETE RETAINING WALL V�bj004 16� p,GR�S 1 scale: 1" = 50' a 50ALE: 1" = 4' X4.2 JOB NO. 201£3-0013 \ 1 DWG. 2014_Q201_2018_0013_siteplan 2 OF 5 () 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PPOPERTY LINES TO EXISTING STRUCTURES APE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION 7F FENCES.(3)COPIES OF THIS SURVEY M4P NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CEPTIFICAT10N INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEP.EON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTION!OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. / 400 Ostrander Avenue, Riverhead, New York 111101 X ♦'♦ /21 tel. 631.'12'1.2303 fax. 631.'12'1.0144 (admin@youngengineering.com 23'- 4"PVC(SDR35) 4"PVC(SDR35) \� �/ ♦' pip J`' Howard W. Young, Land Surveyor @ 1.000%MIN. FROM GREASE TRAP @ 2.000%MIN. �J � E / �i\� ♦,♦1/22 !N P` / � �O`i �� Thomas G. Wolpert, Professional Engineer IE=25.14 BSMT LEVEL / ♦,♦ / \\ ��[ Douglas E. Adams, Professional Engineer FFEL=29.00 / = ♦/ / / ��'(o Robert G. Tost, Architect RIM EL=28.12 RIM EL 28.22 °,,-._ � RIM EL=27.642 011 Q �'♦` / / /\9 `a \ iv 20„ MIN. 1 ♦ e- J ` JO � ♦ v / J O MIN. ----- --- s _ b 0� ��L 11 =25.60 ♦ I Q a\-< /, IE=25.14 1.00 �0.50'� IE=12.41 IE=12.62 ♦ ♦ �\� ` \ 9 a '�LO PROVIDE CLEAN OUT @ '� �♦' ` p T Uj o.33' FACE OF BUILDING I�' / ♦ e o _._._._- _ __m.._....._._.....___......__. _ J \ _ _ � 0.6,' BAFFLE ��( // /♦,♦ / � LL W TOTAL OF 2 POOLS U- ❑ 8' DIA. x 6' DEEP o.b,' - Uo =300 5F5WA _._._._______._-.. 1200 GAL. SEPTIC TANK �OO�j�� /G / - \ -24- - N O O Q O V1 \ /LEACHING POOL � / 0� / / 9� ,_. \� � / � \ O O O � W 1"p \� / 9 / (LPI.2) SANITARY SYSTEM NO.I / of / ,,✓ o .nmga-goon. v iw nr HIGHEST EXPECTED GW EL=2.8 �nD/ / / / / C9N �� \\ • / ( �3 rn OL LU G o 0 2 �1� CIl Q v o o / 101- lu 4"PVC(SDR35) / / / C9N\ O @ 2.000°/D MIN. 61I �1 - O O # 0 SANITARY NOTES - C5 BSMT LEVEL / � 0'rG� ti N\ \\_��' � I. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH SUFFOLK FFEL=29.00 _ _ 9 O LL U- v o �_ COUNTY HEALTH DEPARTMENT SERVICE REOUIREMENT5. RIM EL=28.50 RIM EL=28.60 S�G� �C9N �" ' 2. ALL COVERS TO BE HEAVY DUTY CAST IRON FRAME AND LOCKING 20" COVER CAMPBELL FOUNDRY PAT. # 100"10 OR APPROVED EQUAL. ~MIN; N \ 3- ALL STRUCTURES TO BE PRECAST CONCRETE 4000 PSI. 8'OF 6"PVC @ 2.000% _- TO SEPTIC TANK - 4. ALL PRECAST CONCRETE SLABS 4 PRECAST CONCRETE - COVERS SHALL BE HEAVY DUTY TRAFFIC BEARING PRODUCTS. IE=26.00 oso' IE=25.80 / SIGN`1 Q�q� \�\� � a ` \ , U 5. BOTTOM OF LEACHING POOLS SHALL BE PLACED A MINIMUM IE=25.30 �, �, o PROVIDE CLEAN OUT @ / O-1 Q O�O�jv�� SAYS 9N \ I 11 OF 3 FEET ABOVE HIGHEST EXPECTED GROUNDWATER. � "`CCC p p FACE OF BUILDING rL POST (� 4� 6. THE MAXIMUM DISTANCE FROM FINISHED GRADE TO TOP OF \ J¢F. 26 �� SLAB SHALL BE 2.5 FEET. 0.33' 1 0� �� N / \ 7. LEACHING POOLS SHALL HAVE A MINIMUM 3 FOOT COLLAR �. 6� OF GLEAN SAND. t- \1 MONOLITHIC Z� 8. EXCAVATION FOR LEACHING POOLS MUST PENETRATE A ...._.__ / 11 UR 2 e 2018 � MINIMUM OF 6 FEET INTO A VIRGIN STRATA OF SAND 4 GRAVEL S.00' �\ `j = Ai" W BELOW THE BOTTOM OF THE PROPOSED LEACHING FOOLS. f I � "'� 1500 GAL GREASE TRAP PLANNING 90AD 11. IE = INVERT ELEVATION. .. / 0 O 11 r ii rn _ TOWN OF SOUMOLD SANITARY 5Y5TEM NO.I GREASE TRAP / 28 !1 STo� �_ V\_ N enng.e4ryoun ' I I ', I �� DATE L n,D I 11 I � 1, -23- -24- - � t -�GAS!_ / Cq 1�GAS II � -26- -26� o 23' ' 19' N , 1 ` ,• �6 '� �' ENGINEER'S CERTIFICATION 4"PVC(SDR35) 4"PVC(SDR35) N <� --'- + 1� onK-dy�nlw I 9 I HEREBY' CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE @ 1.000%MIN. @ 2.000%MIN. BSMT LEVEL FFEL=29.00 I '•-Q •_ � II DISPOSAL SYSTEM(5) FOR THIS PROJECT WERE DESIGNED BY ME RIM EL=28.40 RIM EL=28.50 11 OR UNDER MY DIRECTION. BASED UPON A GAREF THOROUGH I 'I ° I STUDY OF THE SOIL, 51TE AND GROUNDWATE ONDITION LL I `� ° FACILITIES, AS PROPOSED, CONFORM TOTE SUFFOLK GOON RIM EL=27.88 20 / y DEPARTMENT OF HEALTH SERVICES CON GTION STANDARD IN iv 20" N MIN. EFFECT AS OF THIS DATE. MIN. � I � HYD! NT (� G�• (� ' IE=26.00 I 32 J IE=25.62 � 11 IE=24.89 Loo' + 0.50' / <` / .�h I HOWARD W. YOUNG, N.Y.S. L.S. NO. 458113n IE=25.12 I / 1 THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 8 PROVIDE CLEAN OUT @ _ �02wl O 033' FACE OF BUILDING / / �7 �� ". I DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808117 n 1- _..._.......__...______ ___� O6,' BAFFLE / provide N 01 LL, TOTAL OF 2 POOLS / a I I _ s w S' DIA. x 6' DEEP abr LL. W � a N I R 8 min. +� II d SURVEYOR'SGgERTIFIGATION SANITARY between 1 _ o =300 SFSWA e.00' / / SYSTEM N0.1 LP1.2 sanitary \, \- o O' 1 • 1 HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING 001 �N�\ BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR 8 �S LPI.I structures \: = 1200 GAL. SEPTIC TANK ( ' UNDER OUR DIRECTION. -34 \ LEACHING POOL ° (LP2.2) SANITARY SYSTEM N0.2 SANITARY -zs .a. i �1 10� c J� �n. LI=#2.0 SYSTEM N0.2 (2) POOLS LP 2IZZ 5T e ►j 1 TEST HOLE DATA � / BY LAND,AIR,WATER F HOWARD W. YIOUNG, N.Y.S. L.S. NO. 458113 �S. �P / I ENVIRONMENTAL SERVICES,INC. G.I. FRAME 4 COVER- CAMPBELL O DATE: JAN.21,2015 FOUNDRY PATTERN NO. 100?C, OR / APPROVED EQUAL. 0.0 B-1 EL=26.83 EL= -1.0 �� 6 GT / �T LP2.I/ 0 Y'�I VERY GPS BROWN SILTY SAND ASPHALT PAVEMENT (SW) FINE c�j Q� 611 4 . s^o / - MVGALL 13 SRN p TRACE OF GRAVEL \ / Q o e- -!�- 2.0' BROWN/LIGHT BROWN SILTY SAND ONNi at GUtGhOU Ue, Town of Southold (SM/SW) FINE/MEDIUM PRECAST GONG. COLLAR 4 6' IRE IN g 24" DOW POUTS , Suffolk County, New York N TRACE OF GRAVEL _d \ " 4.0' - 12" WI H 811 UG PIP60 pro d x E TIG o p e to for WATER SUPPLY SEWAGE DISPOSAL PLAN Cf) 6" GLEAN SAND 4 GRAVEL �Si17T \ / cl an uts f Ce a / \ // f b ilding County Tax Map District 1000 Section IOQ Block 01 Lot 5a LIGHT BROWN SILTY SAND > STOPPER OR END PLUG ES / / �j fi � (SW) MEDIUM TO FINE O IN o TRACE OF GRAVEL SEWER PIPE B-1 CS(� �� N MAP PREPARED APR. 16, 2018 I 30° ELBOW 1 �� \ $5 �� NC4 -► Record of Revisions Gfi��L�` C1O �O REVISION DATE 24.0' GW EL=2.83 LIGHT BROWN SILTY SAND IN WATER 60° WYE (SW) MEDIUM TO FINE TRACE OF GRAVEL / / \ �\ 3 ° TYP I CAL CLEANOUT DETAIL } FOR AREAS SUBJECT TO VEHICULAR TRAFFIC \ / 20 O 10 20 40 60 m JOB NO. 2018•-0013 � r'j DWG. 2014_0201_2018_0013_stteplan 3 OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION W FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSDERED TO BE A VALID TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTttUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 2"x4" WOOD P05T •� /' / — 400 Ostrander Avenue, Riverhead, New York 11901 /" •' / tel. 631.-/2'1.2303 fax. 631.121.0144 FILTER CLOTH WOVEN WIRE PENCE admin@youngengineering.com STABILIZED 2"x4" WOOD RAIL - 8.00' CONSTRUCTION WOVEN HIRE ENTRANCE / EXISTING TREE PENCE • .-' �- Howard W. Young, Land Surveyor / TO REMAIN -'� �/ ,� / Thomas G Wolpert, Professional Engineer FILTER CLOTH - _ '-F j / �2 Douglas E. Adams, Professional Engineer 9®raw ' n - - -2 - / / \POM 2x4 WOOD _N - INLET I z .-- - - R - P / � - \• R E oa Robert C. Tast Architect RAILS UNDISTURBED DISTURBED P / AREA PLOW AREA PROTECTION ,2 2 P 1 �I \ IAL � 2x4" WOOD POST � � .�, -(I.u. \ N SECTION ELEVATION / g3� n� GENERAL POLLUTION CONTROL MEASURES FIN. GRADE 66EF W E PLAN ELEVATION IN AGGORDANGE WITH THE PROVISIONS OF THE NYSDEG GENERAL j / i,-_r STORMWATER PERMIT, STORM WATER MANAGEMENT AND EROSION TREE PROTECTION 5L5 FENCE ��,:-' // / d-i ;:rte ry 1 - �' AND SEDIMENT CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO, NTS Y r` /j — — ry rn�} THE FOLLOWING SHALL 8E EMPLOYED DURING CONSTRUCTION: O �� -� � 'NN I. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED (BY `�►` "° 1V3O O INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED 24-eI 1 p� Uti S MEANS) AND SHALL REMAIN UNDISTURBED. /o \ O _ 2. CLEARING AND GRADING SHALL BE SCHEDULED 50 A5 TO MINIMIZE / _t THE EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT _ AREAS ARE EXPOSED. GRADEAND STRIPPED. AREAS SHALL BE 2"x4" WOOD FRAME �ry� v/2 / ` �� y ?3 d rn GRADED AND STABILIZED THROUGH THE USE OF TEMPORARY SEEDING A5 REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL FILTER FABRIC CONSERVATION SERVICE RECOMMENDATIONS. IN AREAS WHERE 501L eP fes.•'` ��_�- - � _ °�oF \a ! !� , /_.t. r/ - r, +��•' ��H DISTURBANCE HAS TEMPORARILY OR PERMANENTLY CEASED, ;E E° \� \��s:,• `r, / /__j s �S N p TEMPORARY AND/OR PERMANENT 501L STABILIZATION MEASURES ° ` SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN DAYS.�. 4-' / o r 51LT- o 5. THE LENGTH AND 5TEEPNE55 OF CLEARED 5LOPE5 SHALL BE FENCE o 1 9-4 p O MINIMIZED TO REDUCE RUNOFF VELOCITIES. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. 0000000 ° oe / �;- � of �• � ,) r 4. SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED TO ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS. SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE ` O LIMITS OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND QOQQQQQQ �/" j�Jf %� ��•c� // Ic" I +'" PP9g � II SHALL BE MAINTAINED UNTIL CONSTRUCTION 15 COMPLETE. 00000000 �- :,.;: , �' Q°� �, Poon ' Or .. ,P ,t SILT 00000000 e ,'' FENCE 5. A 57ABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO OOOOOOOO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE 15 PERMANENTLY STABILIZED. 6. ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH LOCAL REGULATIONS AND APPROVALS. DRAINAGE INLETS INSTALLED l / f / " r \ t' ON-SITE SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH PLAN t / I I I II i > N THE USE OF APPROPRIATE INLET PROTECTION. 2"1 WOOD STAKES O 7. THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION: A. WATER-DOWN AGGE55 WAYS, STOCKPILES, AND '/ z �--22- I MATERIAL PRIOR TO LOADING; B. LIMIT ON-517E VEHICULAR SPEEDS FILTER PABRIG ' ° ,• LIMI OFLEARING \ ��`— -23— — rI < `' / r 30 TO 5 MPH; G. PROPERLY COVER TRUCKS GARTING LOOSE MATERIAL GR DING 4 GROUND -2s— —26� C 5 ;'` / o �� AND CONSTRUCTION DEBRIS. 2"x4" WOOD FRAME 2"x4" WOOD STAKES / vn��iy T- n ll r DI TURBANGE 8. SEDIMENT BARRIERS AND OTHER ERGSION CONTROL MEASURES t deo ry I SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED. FOLLOWING PERMANENT STABILIZATION, 5TAG1 GCr 3 PAVED AREAS SHALL BE GLEANED OF SOIL AND DEBRIS AND Q I AREA -/ '."', ° I DRAINAGE SYSTEMS SHALL BE GLEANED AND FLUSHED A5 S + ` / 5.... O s NEGE55ARY. GRADE I ci. PROPER MAINTENANCE OF EROSION CONTROL MEASURES 15 TO BE PERFORMED A5 INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES ARE TO I — F 111-- (' / jb I Q INCLUDE, BUT ARE NOT LIMITED TO, GLEANING OF RECHARGE BASINS, .27SEDIMENT TRAPS AND DRYWELLS, GLEANING AND REPAIR OF I- I .:I,IIi- rn / h / ' •r l I SEDIMENT BARRIERS, REPAIR OF BERMS AND RUNOFF DIVERTERS, _ provide , ) AND GLEANING AND REPAIR OF INLET PROTECTION DEVICES. SECTION ? / SANITARY ,— ` v Y 2i between, _ _ I 1 _ , _i .. I I 10. DURING CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH ° �, oI I ALL LOCAL REGULATIONS CONCERNING THE D15POSAL OF SOLID SYSTEM NO:��;r _ :_ .. ',...sanitary, _%- FILTER FABRIC 9 i 1j �' ' % '. { L'P}>Y structureS`�."f WASTE AND DEBRIS AND TOXIC, AND HAZARDOUS WASTE, AS WELL A5 BURIED 12" MIN. DRAINAGE _ "� ?; 's` ' + a,-s-� I I SANITARY SEWER AND SEPTIC SYSTEM REGULATIONS. INLET Z Q N � ,_ �, -'� -C O 1 r .,, k SANITARY; lF 1 ! 11. CONCRETE PNASH-OUT OF READY-MIX TRUCKS 15 NOT PERMITTED S b �o LF#Z p�{ ZL SYSTEM N0.2-- Dim ( ! I AT THIS SITE. INLET PROTECTION NOTES -PDOL5 F -' _ LP 2 -85.BURLAP MAY BE 'mX5' ,-/ 1 /•1 O ("' — ! I UNLE55 OTHERWISE DIRECTED BY THE OWNER, THE CONTRACTOR 15 I.FILTER FABRIC SHALL HAVE AN EOS OF 40 S IOD; ti36 WI USED FOR SHORT TERM APPLICATIONS. I C9 i �_.` t„r- 5T { I RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF T h JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT ¢ W } r, f"` M F - - /�$' ! I CONSTRUCTION ACTIVITIES, PREPARATION OF INSPECTION REPORTS, o STAKE. ° v 3.STAKE MATERIALS WILL BE STANDARD 2"x4^WOOD OR ��rs \ � ' . ,d e ' ! AND REPORTING RELEASE OF POLLUTANTS TO THE PROPER EQUIVALENT.METAL WITH A MINIMUM LENGTH OF 3 FEET. 0 3� �F. ' / ! AUTHORITIES AS NECESSARY TO COMPLY WITH THE NYSDEG GENERAL 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE EL�' -1 OP /�6 GT /ET LP2•I ! 1 STORMWATER PERMIT. THE CONTRACTOR SHALL REPORT ANY A MINIMUM 18 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE REQUIRED MODIFICATIONS TO THE 51,NPPP NECESSITATED BY FIELD BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER PABRIG �� *� %(bo �\ \ `) CONDITIONS OR CONSTRUCTION ACTIVITIES TO THE ENGINEER FOR FOR SUPPORT. 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND \ a AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES ONNE O REVISION OF THE SWPPP WHERE APPROPRIATE. / \ 1 \ \ AND FRAME. DOW PO TS 6. A 2"x4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST. \ / ` 7.PROPRIETARY INLET PROTECTION MAY BE SUBSTITUTED IF WI H S" VG PIPi� / ti �6 \ I / h � °`/ oo _ pro, de xte for I -1 ° \ i y \ �� cl an is f e v APPROVED BY QUALIFIED INSPECTOR. % � S�T \ �� s I ES // < \ �� f b ilding FILTER FABRIC DROP INLET PROTECTION 0 IN / / e G��< W s NTS 90 o O 0 1 lTi a ENGINEER'S CERTIFICATION M \ \ 992 <.� 8 0 � \ �8• S,C st3 � / � 1 \ / \ �o \ N 50' 3 MIN. N STONE PAVEMENT---\ EXISTING s GROUND S.� PAVEMENT = z MOUNTABLE BERM s8 a.o i U (OPTIONAL) / 1 LL FILTER CLOTH 3 LIMIT OF C , ! 3 c� PROFILE s I THOMAS G. WLPERT, N.Y.S. P.E. NO. 61483 r. 0 3 GRADING D 30 2� �"'r' I I DOUGLAS E. ADAMS, N.Y.5. P.E. NO. 80897 R A � ;--�} 50' - 1 s2 1 I T MIN. °'o � 2g0.00 SILT 1 APPROVED BY - WASHRAGK z (OPTIONAL) - - � ,,, � � �Tp.1N�b pP`�G�L \ FENCE 1 W I NARY L -- - • � Doo�,�'Iw �IN� OT-' �tANNiN�"v ��A�Q =y _� TOWN OF SOUT}•101® MGGLL BARN ;tTid9lltl:: .r EXISTING \ EXISTING - ` \ , at Gutchou ue, Town of Southold r. Q -' ='Gh12 _ PAVEMENT GROUND , .ti_- _ °�: :_- - .ArA _ , \ 1 DATE201q Suffolk County,ounty New York _M _ _ me \ �? , C) STORMWATER MANAGEMENT CONTROL PLAN PLAN fo L \no Of M6GQ11' G ' County Tax Map District 1000 Section 10'� Block OI Lot 35 DRAINAGE TO SEDIMENT W�1'000"116-1p,G12�5 1 1 „f•. o TRAPPING DEVICE Qj�!•2 SEE NOTE S N'/ 1 MAP PREPARED APR. I6, 2018 CONSTRUCTION ENTRANCE NOTES \� 1 Record of Revisions L STONE 51ZE-USE 2"STONE,OR A RECYCLED CONCRETE EQUIVALENT. DATE 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 1 REVISION FOOT MINIMUM LENGTH WOULD APPLY). m 1 3. THICKNESS-NOT LE55 THAN 6". 4. WIDTH- 12'MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR • EGRESS OCCURS. 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. b. SURFACE WATER- ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WPERMITTED. APR BE PE11 Y' 7. MAINTENANCE-THE ENTRAVCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 1 APR2018 PREVENT TRACKING OR FLOWIVG OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT ° SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. m 5. PERIODIC,INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(7) 50l5 30 60 9O o CALENDAR 0AY5. u = Scale. I 50, STABILIZED CONSTRUCTION ENTRANCE JOB NO. 2018-0013 NTS DWG. 2014_0201_2018_0013_sitepian 4 OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EPUCATON LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENC:S.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVEPNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LEND'NG INSTITUTION.CERTIECATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUISEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 19.06 400 Ostrander Avenue, Riverhead, New York IIQOI tel. 631odmin@youl ngenginee ng.com +,9.,4 �" 9.84 � C"/ Howard W. Young, Land Surveyor % ' 18.44 Thomas G. Wolpert, Professional Engineer W -At 0.04 18.89 8.63 Douglas E. Adams, Professional Engineer J .0 r' 53 0 r ' 19.1T J�O��: $ Robert G, Tost, Architect W ' E 20.68 pJRe"- / .-'18.96 ° c 1.09 e 0.750\ / r 9.31 .-,:+20.71 1.20 SITE DATA r- -- �.,- _ j/ - o:oo� TOTAL AREA = 80,000 S.F. / 0.12 1.72 - 2�699 +' VERTICAL DATUM = N.A.V. DATUM (IQ58) 0.49 Oa9/Z 21.66 21.77+ 21.46 P'RJF�Py 2.06 ° "21.07 / /2 / 22.12-F \(0� ��\\ r 21.90 43� s 1.56 #3 2.52 _ ^ ,,;r' i '� I 24" DIA 61.92 3 1 23.67 / \ ° -� •1 22.59 / / / ��' ` I 4" DI 24. #4 DIA 40" DIA ` 2 24.832" DIA O % 1.9 23.01 / / -24- %- - - 1 + \ 24.74 / # 3.32 � -. / 02\/ x{75 1 Q DIA 2 !Y� / / 36" DIA I / #i9 23.98 - 25.1i6.50\ pJ�O V�o �� o/ 1 --25 /22 28' DIA\ --+ OS' DIA t /,,122.72 122.72 G°aG / / / #74 +25.13 25.15 #1° 8 DIA pP +23.43 % / 36" DIA 8" DI #9 DA#72 10" DIA 3.72 .r V� ��or/./• r / / / /#73 104 DI #13 DIA 3.07 / / 28" DIA #21 14#20 " 40DIA DI D7 +25.20 3 A #150"o \ 10" DIA 23.71+ S°� ' #16 � \ � a" DIA �P�<P i / N j f • E'O I o +25.53 #17 4.04 /rte o / /l„r Jit`' 7 24?DIA 123 DIAQ95. �.47 12" DIA T��.',f. 3.44 o�N 5 #18SIGN 25.8014" DIA 2 /24.1 24.29 0 + #25 POST �' I / 24.14.,''"" `L #72 10"DIA #24 BY 24.05'..'' // 56" DIA \ 10" DIA #26- 0. 14" DIA APPROVED o� �/ 4.0 +25.41 / \ 6' DI 23.86 j / // I /\ `'S /� 244.08' % �/ 3.58 / I \cR \ 26.00 o PtANNtNC� f�C?A►Rp TOWN O. � � z .,3/� I I \2�` �, S1, � SOUTE"IOLD 24.40 r rn #71 1 I t 11 t\ #28 3.92 vD/ / 36" DIA I 21.90 li q o36" DIA N ATE O`� 23.58 /ry m I I I 21.85 11\ 4.08 I I I V 4.27 / f GJ�O 23.47 J O f fm r'r 23.8 God' m / 25.84+ 'I,\\ 21.78 221.59 2�.� I I #29 #3a 25.09 \\� - 23 / / 2" DIA 6" DIA #36 6 8'l0 #35 10" DI / #39 9 O +24.6 r 26.72 _2E- +26 - 6" DIA 10" DI �6" DIA 9 / //�c� m #70 o 26.73 #31 24" DIA 10" DIA#3 -1 Q T I 8" DIA 83 OV 4.14 1023" DIA #41 s o o I // DI x°38 I ENCGINEER'S CERTIFICATION V• I +26.8 #40 24" DIM r. O S onnlFd-!I I 12" DIA "mob • 1 HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR 5EWAGE O DISPOSAL 5YSTEM(5) FOR THI5 PROJECT WERE DESIGNED BY ME 89°DIA Z"I� / " #42 'S 12" DI 9 OR UNDER MY DIRECTION. BASED UPON A CAREFUL OROUGH /+27.00 # N STUDY OF THE SOIL, SITE AND GROUNDWATER DITIONS, 12" DI 9 FACILITIES, AS PROPOSED, CONFORM 70TH OT SUFFOLK COUNTY / #43 DEPARTMENT OF HEALTH SERVICES CONS CTION STANDARDS 25.71 / #68 #56#5s 53 18".01A 1 EFFECT AS OF THIS DATE. / 18"DIA / 59 1122"DIA 12" DIA 2" DI / 2" DIIA #54 1 4 12" DIA o #45 #47 OI 1 I i 24" DIA D 7 55 #44 36" DIA v N m 12" DIA 0 24",DIA 24" DIA 1 1 w • N #660 2" DIA 14 ° A 0 8 366" DIA 22" DIA �OpE of wp0ps l '4THOMHONAAS G. WOLPERT, N.Y.S. P.E. O 61483 $I O 1 3 #64 7 #48 DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 50e)ct 7 ry 0 14" DI - �� `12" DIA 27.2.1 - #65 / x '850 A 1 5URYEYOR'S CERTIFICATION M N yrs \ 14 DIA �/ ti o \ • 1 HEREBY CERTIFY THAT THI5 MAP WA5 PREPARED UTILIZING f \ / / #49° \ - 24.9 BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR '14" DIA UNDER OUR DIRECTION. #51 \ o \ / 40" DIA\ \ #52 N \ / 35" DLA\ 24. 1 / +26.75 \ +27.13 \ �" • / V \ U1 HOWARD W. YOUNG, N.Y.S. L.S. NO. 458clB lNINERY \\ \1 +25.14 26.85-{- MV CAUL BARN \ � +26 62 II at Gutchougue, Town of Southold u� 2� N \ I Suffolk County, New York 0 EX 15TI NG CONDITIONS MAP \ I I a +27.60 \ I II County Tax Map District 1000 Section Ioa Block 01 Lot 38 \ I 1 o 0 00 1 I +27.25 MAP PREPARED APR. I6, 2018 CL I \ Record of Revisions I REVISION DATE 5 \ +26.87 1 \ \ } APR 2 V 2018 v m 30 o 15 Bo bo ao yy�lker ,1161-35 1 ,1 2-014-0201 Scale: IIL = 30I 0. JOB NO. E = MONUMENT 5E7 ■= MONUMENT FOUND 0= 5TAKE 5ET 0= STAKE =OUND \ 1 DWG. 2014_0201_siteplan 5 OF 5 T 7777747 KL NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 01-25-2018 2 3 4 5 6 DRAWING REVISIONS NO. DATE REVISION 1 J 2 UJ 3 a 6 4 c5 5 U- 6 0 z 0 N W W a z W 3 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL (L OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR w TO BE CONSIDERED AS EITHER BEING APPROVED OR IN UJx ACCORDANCE WITH APPLICABLE CODES. 0 x aConsultants: x 0 W Young & Young J 0 x 3 Z v _ x F- z 0 MCC B A� RN W Architect of Record: V _ Sheet List a ISAAC - RAE Sheet Number Sheet Name Sheet Issue Date 167 MADISON AVE #302 New York, NY 0 10016 z G-000.00 Cover sheet 01/25/18 Contact; Isaac Clay Coffey NYS LIC#039767 a A-001.00 Proposed Site Plan 01/25/18 T. 347-276-6093 E. clay@Isaac-rae.com o A-101.00 Cellar Plan 01/25/18 o A-102.00 First Floor Plan 01/25/18 A-201.00 Elevations 01/25/18 o A-202.00 Elevations 01/25/18 N A-203.00 Elevations 01/25/18 A-300.00 Sections 01/25/18 Z a LU U U a Z CU J J J J Q U V Y Project: J ` McCall Barn / Winery 0 22600 NYS Route 25 o Cutchouge New York 11935 IL Project No.: W I R-02 x a Seal/Signature: W x w x - , N APPROVED BY ®��®V, � s W �� GLA PLAN NTNG BOARD G o J U TOWN OF SOUTN!®LD I , DATEOF - o397S� a z cs J W O J J a Date: Scale: AS NOTED Drawing Title: Cover sheet C.0 00 00 0 Sul _-. .r.__` ' ! Drawing No.: MAY „ 7 2018 ` NOTES GREEN BUILDING MEASURES MATERIAL LEGEND LIGHTING SCHEDULE PLANTING SCHEDULE 1. ALL NEW WOOD SIDING,TRIM&ROOFING TO BE FSC CERTIFIED. TYPE MATERIAL COLOR/FINISH REMARKS 2. ALL CONCRETE TO BE HIGH FLY ASH.SPECIFICATIONS TO CONFORM TO AMERICAN CONCRETE INSTITUTE(ACI)MANUAL CONCRETE PRACTICE,SECTION 211.1. EXTERIOR SIDING CLEAR CEDAR BOARD AND BATTEN SIDING.i"X 12"BOARDS WITH 1"X C AND BETTER CLEAR WESTERN RED CEDAR 2"BATTENS QTY. SYMBOL DESCRIPTION TYPE HEIGHT LUMENS L.L.F. OCT TREES 3. BARN STRUCTURE IS ADAPTIVE REUSE AND EXISTING BARN HAS BEEN SALVAGED AND WILL BE RECONSTRUCTED. LBx BOLLARD LED QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT DRAWING ISSUE EXTERIOR TRIM 1"X 4"-1"X 8"CEDAR BOARD C AND BETTER CLEAR WESTERN RED CEDAR FINISHED WITH CABOT @ GAT.NO.ULB 10841-20W tN50-120V 4. ALL HVAC COMPONENTS TO BE SEER 13 OR GRATER. CLEAR SOLUTION SEALER w A9 MANUPAGTUR®BY LI&MAN BOLLARD sq, 515 1.0 5000 K I FGT MINUS CERASIFERA TANDERGLow, TH AJDERGLOUD PLUM B3"GAL BOB L-{ LI6WIN6 USA OR APPROVED EQUAL. 5. ALL PLUMBING FIXTURES TO BE WATER SENSE CERTIFIED AND EPA APPROVED. ROOFING CERTIGRAD NO.1 GRADE BLUE LABEL SHINGLES RED CEDAR FINISH AS SELECTED BY Ot^NER, 2 TG TILIA CORDATA LITTLELEAF LINDEN 55"GAL BOB NO. DATE ISSUED FOR 6. ALL ENGINEERED PAVING/GROUND SURFACES TC BE COMPOSED OF 50%RECYCLED MATERIALS. PAVING HIGH FLY ASH CONCRETE NATURAL PIGMENT BRUSHED FINSH SAVE FIXTURE GAT.NO.760%W355 Ks 1 11/9!2017 Civil Engineering Review 5 AS MANURAGTVRED BY 5E6A-US OR SAVE 10' 690 1.0 5000 K G{„Ibl I�G 2 DRIVE WAY 3"OF#67 CRUSHED STONE TOPPED WITH RECLAMED OYSTER SHELLS. DEPTH APPROPRIATE TO FULLY L8 APPROVED EQUAL. �J fW J ENGINEERED SURFACE COVER CRUSHED STONE FINISH AS SELECTED BY oWNER, OTY SYMBOL BOTANICAL NAME COMMON NAME 51ZE ROOT 3 STONE RECLAIMED FIELD STONE VENEER TO COVER ALL CONCRETE STONE SOURCED LOCALLY AND DRIVE OVER 1N-61RADE FIXTURE 12 CO 6HAMAECYPARI5 OBTU5A'GRACILIS' HINOKI CYPRESS 4'-5'HT. BOB GAT.NO.6600 LED AT 10 1.0 5000 K RETAINING WALLS FROM SOUTHERN MASSACHUSETTS q A5 MANIFACTURED BY BE6A4U5 OR IN-61RADE 6RADE4 20 RM ROSA q EIBIDu 1' HYBRID TEA R05E 5 GAL. CONT. 1_10 APPROVM EQUAL. G METALS (RAILINGS, ALL EXTERIOR METALS TO BE ALUMINUM POWDER COATED WITH A DARK FINISH AS SELECTED BY OYWER. 16 TM TA)US MEDIA"DENSIFORMIS" COMPACT SPREADING YEW 18"-24" CONT. `� BOLLARDS,LIGHTING ETC..) NON REFLECTIVE FINISH 15 TO THUJA OGGIDENTALIS EASTERN ARBORVITAE 6'-T HT. BOB 6 FOOTCANDLE STATISTICS SEED MIXTURES LOCATION MIXTURE SEED RATE MIN. MAX. AVG. 0.00 3.56 0,13 ALL DISTMDED AREAS O L-,PN AREAS LOFTS EGOLO6Y MIX I'TO 1_85/ACRE DRAWING REVISIONS NO. DATE REVISION 1 J 2 J W 3 a / 4 NOTE:ADJACENT VINEYARD TO REMAIN 5 ULL. NDISTURBED 6 O \ \ O W \ \\ Z 362"58' N100 59'12"W \ \ W ------------- 3 OE SCTM# 1000-116-1-3.4 THIS APPLICATION IS APPROVED ONLY FOR WORK \ \ \ \ INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL SIGN \ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR O ''`'' / O \ 2¢ _ \ \ \ \ EDGE OF UNCLEARED LAND TO BE CONSIDERED AS EITHER BEING APPROVED OR IN W — ` \ I ACCORDANCE WITH APPLICABLE CODES. \ \ \ \ I f _J \ _ ^^y \ \ 2j \\ \ \ \ PROPOSED CLEARING na. �w \ � � .n—, —^—n\ r 28 ^ ^ r - r/\ rn ^ \\ I Consultants: ocPo\ \ j Young & Young O l 1 \ N I 2 3 \ LIN I N V) r W LINE OF A \ ~ \\ \ \ Architect Of Record: O FOUNDATION ' \ ca AL8 \ \ \ W. RAE 0 ISAAC �G RETAINING 167 MADISON AVE #302 New York, NY X_ �` srr, WALL \ / TRASH ENCLOSURE ON CONC.PAD&6' \ \ 10016 Z ` "� 1 \ Contact; Isaac Clay Coffey W _ ` �� \ r \ / v CLF W!BLACK VINYL SLATS \ \ \ y y V`V \ I 1 I ?i NYS LIC#039767 jP P \ a - - - --� I \ -276-6093 E. clay@Isaac-rae.comL L8 T.o ^ L7Lg L8 o D� b7 BOLLARDS 0-d',:.9A. W — ` _ _ Ls 40 Z \ „ ? L7 L10 �L10 \ <O W I I I I I I / LIGHTS 0 \ L10 z I \ R ys._ I I / 7 v 1 \L7 — — _ 1 v 5Z J 4V£ L7 I L10 I ° CURB J D \O LO \ d J 1 L10 :1.” 2 0 4 5 6 7 8 9 10 \ U \ O / , \ i CONCRETE ZE \ \ L10O // \< PARKING � \ SIGN ,�- < d' PAVEMENT \ I Y L7/� \ r/ ��` <L7O b / / Citi \ W L7� m" I° ,I<a ;l � � I Project: Q 0 pv 0 \\ I 0 <:� °, r/ \ n \ O ° <• ,' •. . d ;� d o ° as Q Q McCall Barn / Winery 001.0 N 22600 NYS Route 25 W LIO — — CRUSHED' / / '� NO STONEDF�IVEWAY LIo O HYDRANT ti / �� ` °.A _, . , �: o Cutchouge New York 11935 d L7O OL10 L10 11 \\ ,<d ,a - WLZ v Project No.: UJILzLZ 9Z — �z— \ \ \ \ m I R-02 a \ \\ \ \ \ Seal/Signature: W 435.15' \ \\ S100 59'12"E - - - - - - - - _ _ _ _ PROPOSED SITE PLAN \\ \ / Iowa \I \ 1 \ I I \\ 1 \ ��ED N 1 11 =20'-011 1 1 \ o I I I APPROVED By spy I I PLANNING tOARQ r TOWN OF � ,. _..1.. . , SOV ®L® O r � DATE � / 7-,. 4j£�! L�Z �q c1 '� .� „aO �): "'` 43, �'" ,,,�'�' r'�`'�",'Gr''+•:,# ~b, k »•1:rk' ` '� ll y9 x, 1 5 � ,",�.., TF"1'"r „x._i, y': 4 $n t+, R ,. '.K''• ,. S 4,- 113 a�I^ � � .. .'"1C1, ,1 'x•-.. :'0..,,h•..,. 'q'P"L. *mY•..:L.�s:'^'f ,t.. `.in: {''qr` •.z.. ':r.., , ..i..:...e. T.O. RIDGE s ,r' rtfi . . 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FOUNDATION, 7:7777777 -777, 117m, 77 N -- -71 I 291 0 Site Section A� 01 moo 1" = 20'-OH NOTES .1��=�� 1�1=111=il � 1�� 1�� 1=��=��=�� 1�� 1 ��1 �� 1�1 ��1 1�� I��—�� 1�� =1��=��1=� I � �� 1—��=1��=��1=��=�� =� 1 � I1 � � � �=� � 1=� 1 � 1 � � � � �=III=� � 1 1 � 1=11 �=� � 1 � 1 � - - — — — —_ _ — I —_ _ I DRAWING ISSUE — — I I — — — _ — — I = I — I I I I I NO. 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ALL -, - , , , ' _ , ' . - . , ' -, , , -, - ,- • - - -' • - - ' ' • r • _ - , . i — _ OTHER MATTERS SHOWN ARE NOT TO BE RELIED P - _ , „ - . ,_ , - - - , - - . . - - , - ' TO BE CONSIDERED AS EITHER BEING APPROVED OR IN W — — — I — — - - _I — i ACC RAN I' 0 D CE WITH PPLI - I A CABLE C D 1; , 0 ES. x , . N E R1 .�AN 1� ISA � • �- - w , STo - -t , , ,, , , _ „ - _ -i x - - - •- - - - - - , II - , - �80�5 FT -�— I — .. - _ . - — — I —IIIA — — , _ �' — Consultants a - - - - - - - - -_ - - - -•- - - - - --- ,r-- - - - - �-n r - - r, r - r- - - - - - --- - - - - - _I — I - - - • - - - - - - - - , . - - - . - - - = I, - - - .I ,.- V, , - r 1 - - . 'I _ - I , - - _ I - " - „ - ' 1 - - , , - • . 1 • ` - - I - - — O - -' - • - -, - • - - - , pp —I II I . �' I 1= , . - I Youn & Youn , — I II g g I , - - , — — — x ` - - - - - — �- 1I .1 1• 'I I , , I I " :I 3 _ " - _ Z I II I f I 1' , t ,1 1, I I' , F- - - - - -I - I - ! I• I. I' I-, ' - • I - , - - , - - - - ' - - - - - - - - - _ _ - - - ,- - - - _ I — I— II I —I ` ,- - ' ~ I - 1 - •11 - - 1 11 - - - - - 1 11 r - - . - 1 - 11 - ,, - - • 1 11- `, - 1 11- r - - - 1 11 - - - 10 11 11 - 4 10 - 5 , 10 10 -, , .-11 - 3 11 - 6 - 10 - 6 — — — Z ' . - - - - - - i I—I I I I I=1 -1— — — . - - - - • - III=III— I =I - , - — ( Architect of Record: W - " " -` - - - - - - - - „ — • ' - ' - 1.11- ' " • II , - , , — I I I � — - - - - _ I ' - ' - ' - - • - ' - • - - • - • '. — — o :. - - - - - - - • —III— I I I , " - I— III II — x � - - , - ,- , - • , . , - - . - - - - - - - , - - - , - - — — , , 1 _ , , ISAAC RA E W , ' - " I —III— —I . __ _ — — 167 MADISON AVE #302 New York, NY i — II — _ - � I — I— II 10016 -I. II -JI ' -II � -II• �- I - - - - II II' ,II — . ' . , — — I, �II .II ' II' Z . _ - ' - , - - . Contact Isaac Cla Coffe VIII I I i l I— Y Y - — I— II— — NYS LIC#039767 W - — W I ( I I - - - 1 - , -. - • ' - , - ` - ' - - , , - , - - 'I IL• ,it 'i 11 - -.I - - ' ' - - - — a ( III 111 I I—( III I ISI _ " - '2HR ' . r rr ' �I _ —I I - I — a - , I; 1 FIRE RATED. ' E - — — — T. 347-276-6093 E. cla @isaac-rae.com LOCKABLE ENTRY. I I — Y - - , - , . —I r 'i — o . , , • - 'STAIR- I ' , - , . - - - , - — - - , - - - - -• ` , ' - z - ENCLOSURE ' - --- -- - = I' - , . - • ` - ' ` — — — — Z - - --�— , - — I I , I I 11= — — F- II- kl II II — , I . 11, a - 1 2' 0 _—I I x -}— - , ' , - - - _ ,SLIDING DOORS. , - 1 I — — o ' 1 1 I I— — — I - - -- --rte" - — — - - -- — N — = — I I —III' x -�— — — — t _ — , . - E- - - �_� - - �t = - - - - - -,- - - - - - - - - _ I I � � I I —i I I I I 1 I I i I I �--� � I� !- I-I I I-�=� �=1 a- - I I _ _ , - � �I I- -� I - � � J � � I I I — — — o. I -� 0 0 w •` �� I1 = ___ = II—III �. : , : 1 , _ - _ � _ _ _ — — =1 — Z I , - , " : - , - • , - - '' , -, •-,, - —E — — — — --_ II — , — — — — - , = ; • ,ion' . -; ;\,"- ` _ — — _ _ — _ _ _ —II - - — I - , , - , , - ` I _ -I - ' % 'ADA '; I I-- -� rt — 0 - J — — — —I —I BATHROOM — — — — — I I I =' 108 :, 109 - • I I — I - - ' W I — - : • ' , - . ' - ` , . , - _ Project: — - - - - a — — I " ' — — - I - - - — — , • _ � • .. _. . ,- . . , , , - " - - - - - — — — McCaIlBarn / Winr e • . - -' - - . ' ' - • - , ' ,3 - 0 , - _ , 22600 NYS Route 25 — — � — — — — — o — — — — • ' " , - — — — — — — Cutchouge New York 11935 _ II - - IIII —I — - - - I - - ` , - . - —� x III _ I — I F . . _ — Project No.: ;STACiNG rAR1, '' _ ; ;' ,; ; '. ; , ; I= I — — I _ _ ' + _ 0 0 I= _ _ — _ — I R-02 Z - /� /� „-, - , - Seal/Si nature: 1 I III—_— I- - - - _— _ I , ' , _ ., I —_— —_— _ _ _ - - - - • 0 ~ —I I —III— — — - - 105' - , 106 - � - I — " " —� — — — — — — — -F9 I — - _ _ I �A~ 0 _ 4 �` '� — I — I — — II - , - ' ' - ,c 0 - _ �,�, ' 1111 - - = I — I IS „ - - I I - - — — - - ' - ' - LOCKABLE ENTRY ' -/, - \ _ — — — — — DArt � 2d 1 E - _ ,. . 1, J ' "-ADA ,' ,' _ — — — I — I — — — 2��1 o — — — — — — ` I - - - - ' - " . • _ ` --� — — 1. - . , - , , - ` BATHROOM J- , — — — F' - c,J OF E — 1- - _ 111- - - 1 — — � , . — — — + - ;. SLIDING DOORS . I — '•- ' .' - - II — — II _ — _ — - -_ 9' - 2 31/32" I =__ —_—_ I = Date: Scale: AS NOTED Q =_— — _ - - 1 of I -- - - —— _ _ — I =I = DCellarTPlan r — - - I _ I _I - - - - _ �' I f" " f`C�� 1I � I Drawing No.: r i; I kl!�� o L "� T.O. FOUNDATION `I 1 11 1 11 h"/�Y 0 7 2 018 �-� 1/4 = 1 -0 Sn'Ut4:C (� I:)%";rr _ E lmli^.)P021',+ NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 \ 3 4 5 6 0 1 2 3 4 56 7 10'-11" ,,'-4" 10'-5" ,o' „'-3" _7 11' ,o' DRAWING REVISIONS NO. DATE REVISION SLIDING DOORS SLIDING DOORS SLIDING DOORS SLIDING DOORS 1 2 J W = _ - - - - - - - - - - _ - - - - . 4 5 203 204 120 6 O z W ; W t T a � o z W i I THIS APPLICATION IS APPROVED ONLY FOR WORK 5 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL a OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR wLU TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. . 8 B O f= a Consultants: (n I Cn CC Cr W ° I I li i °o Young & Young z 0 0 . z II II 0 ? o II II E J IJ V Cn U) F'- N z O V CArchitect of Record: o I 0 ISAAC - RAE � 1167 MADISON AVE #302 New York, NY o - ` T —�_- C 110016 FT Contact; Isaac Clay Coffey Z NYS LIC#039767 W Q T. 347-276-6093 E. clay@isaac-rae.com 0 r I I I I 0 los z I N ' —LADDER TO LOFT z � 2HR � r —FIRE RATED LU I I I STAIR I I I I a 201 —ENCLOSURE I I I I I I I I i z ci J J -11'-4" - - - - - - - - - - -- - - - - - --- - - - �V I I W Project: Q SLIDING DOORS SLIDING DOORS McCall Barn / Winery I I 22600 NYS Route 25 W a 10'-5" 10'-10" 11'-3" I Cutchouge New York 11935 r2 I I = i Project No.: W I I I IR-02 a I I z I Seal/Signature: W I W I I = I I = I I � I I O t I N I I Cn APPROVED BY I, W EARTH RAMP ; PLANItN ® ..11) I I 39E d � z ' CI®� OF N z I I LINE OF WALL BELOW � -►i LINE OF WALL BELOW ' DATE W I J I I Q I I I I I I I I I I Date: Scale: I AS NOTED I I Drawing Title: First Floor Plan LO T lqt C\1 FINISH FLOOR Drawing No.: oo N y � I 2018 I, R .,, NOTES MATERIAL LEGEND DOOR SCHEDULE TYPE MATERIAL COLOR/FINSH REMARKS EXTERIOR DOOR SCHEDULE EXTERIOR SIDING CLEAR CEDAR BOARD AND BATTEN SIDING.1"X 12"BOARDS WITH 1"X C AND BETTER CLEAR WESTERN RED CEDAR DOOR DETAILS REMARKS 2"BATTENS DRAWING ISSUE NO. LOCATION MANUFACTURER ELEV./R.O. TYPE HEAD SILL JAMB HARDWARE EXTERIOR TRIM 1"X 4"-1"X 8"CEDAR BOARD C AND BETTER CLEAR WESTERN RED CEDAR FINISHED WITH CABOT NO. DATE ISSUED FOR CLEAR SOLUTION SEALER 101 ENTRY CUSTOM 5/A-201 T1 ROOFING CERTIGRAD NO.1 GRADE BLUE LABEL SHINGLES RED CEDAR 201 ENTRY CUSTOM 5/A-201 T1 1 PAVING HIGH FLY ASH CONCRETE NATURAL PIGMENT BRUSHED FINSH 202 ENTRY CUSTOM 5/A-201 T1 2 DRIVE WAY 3"OF#67 CRUSHED STONE TOPPED WITH RECLAMED OYSTER SHELLS. DEPTH APPROPRIATE TO FULLY 203 ENTRY CUSTOM 5/A-201 T1 3 ENGINEERED SURFACE COVER CRUSHED STONE 4 204 ENTRY CUSTOM 5/A-201 T1 STONE RECLAIMED FIELD STONE VENEER TO COVER ALL CONCRETE STONE SOURCED LOCALLY AND 5 RETAINING WALLS FROM SOUTHERN MASSACHUSETTS 205 ENTRY CUSTOM 5/A-201 T1 METALS (RAILINGS, ALL EXTERIOR METALS TO BE ALUMINUM POWDER COATED WITH A DARK 206 ENTRY CUSTOM 5/A-201 T1 6 BOLLARDS,LIGHTING ETC..) NON REFLECrIVE FINISH CELLAR LEVEL 102 STAGING AREA CUSTOM 5/A-201 T1 103 STAGING AREA CUSTOM 3/A-201 T3 8' - 0" 8' - 0" 104 ADA BA CUSTOM 4!A-201 T2 -- -- -- •- 105 ADA BA CUSTOM 2/A-201 T4 106 ADA BA CUSTOM 2/A-201 T4 107 ADABA CUSTOM 4/A-201 T2 DRAWING REVISIONS 3' - 0" 2' ' 6" 108 ADA BA CUSTOM 2/A-201 T4 3' - 0" 109 ADA BA CUSTOM 2/A-201 T4 NO. DATE REVISION 110 STAIR ENCLOSURE CUSTOM 4/A-201 T2 1 d - / / 111 STAIR ENCLOSURE CUSTOM 3/A-201 T3 2 J / / W 00 // \ / FIRST FLOOR LEVEL 3 207 BARN STORAGE CUSTOM 4/A-201 T2 4 00 / O \ //00 O 208 BARN STORAGE CUSTOM 4/A-201 T2 5 LL O DOOR TYPE 6 0 \ / \ I� T1-ROLLING BARN DOOR Z \ / 0 T2-INTERIOR DOOR N // \ T3-INTERIOR DOOR(LOCKABLE) W \ / T4-BATHROOM PARTITION DOOR d Z W it it T1 BARN DOOR n T2 INTERIOR DOOR n T3 INTERIOR DOOR n T4 BATHROOM DOOR 3 5 �� 11 �� v " � n G �� INDICATED ONTHIS ION IS APPROVED ONLY FOR WORK THE HEAPPLICATION SPECIE CATION SHEET. ALL 1/4 = 1 -0 1/4 = 1 -0 1/4 = 1 -0 1/4 = 1 -0 J OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 0- W TO BE CONSIDERED AS EITHER BEING APPROVED OR IN x ACCORDANCE WITH APPLICABLE CODES. 0 x a Consultants; A 0 Young & Young W J 0 x Z 0 1 2 3 4 5 6 7 Z Z T.O. RIDGE 1 f III 1 Ell_I �I I U I�L1Ll I L I' ll1 LLWI� OLl ll LII L �l I_ IllLW«l�1 11 71' — 3" 1 IL 1 11 11 11 1 L� �� I L1�LI 0 1 LILLII l L L I�UL 1.1LI Lul f L Architect of Record: o LI_111LLllULL1��1JJ11�10J1ll�1.1L11�1J1W1�1WU W1�11�10!DIL11J1J11i_11111U�11_. _ 1�II11II 0 ILL�1 1LI IIIIL 1LLI�LlllL1 .. U L�L1lllAl J W_L1ZLL11 1111_�t I LI I �I I I J I I I I I L I L_LI 11 11�J L I I ( ILL11._Jll1ll�1J Ll1 llLLI �1 LL1 L�1L1 I L I SLI U u l Iz _L111L1LJ11L LnLL1 L_1LLLWLl1ll_lLlL1Lll�W_L�W� LILL LL�1L 1 I� L LI (ALL I ILI I f I IL �� 1 L SI Imo_ , „ ISAAC - RAE W LEL 11 L L-1lluDlL!1JLIJ�1 V I L U IL I LE �I i'� I �� qui III I I I �� 167 (MADISON AVE #302 New York, NY 0 I I I I I I 1111 I�I I I I�I I LI I U I I I I�I I I i LJ ll1�1UL11 I I I I i L1l JLIJ_I L I I I I I LEI I_L�( I I I II III 1LIJ_ I 111 I I I I I I I I I I I 111 11 LI LI I 111 I 111 �� I � (I I I 11 11 I I LI_I I I f I I I I I I I I I�i i I I I I I LLIM�l I_I ILLI I_I I 1 )�J (III ! 11 11 1 I I III III III I III I I I I I I I J I�1 11 11 11 1 100116 ° 1111 1Ull u u�I 11 11 II I II II u u�11L1u lull Contact Isaac Clay z 1 I l I I_I 1�LLL�1�11 L1L1W�11LL 1U Lll_I111WJ� D111 J ALL LI I I I U I I I I L L I I I I I I�I I I I I L y Coffey W l II L L111 L II V LLW1JLl1_Il�1ll-ll_lll llJ1LL1lf Ll 1 II I it II I11�1 111 LIULLLI NYS LIC#039767 III II I I II �L LI11 lI II II III II II Iii( I II III II ILI11L1111�LI1 I,I II III II11 II '� II 111L1L_ JLJ11111 1�11Iu101 I L I!u J I! IJ!'�ll�DU D lll1 Llll 1 ISI T. 347-276-6093 E. clay@isaac-rae.com LILCU 0 ;- Jf(I I X11 L1 1 �IllL 11- i �. s lAil -U DLA- 1LL1Ll— APPROVED BY ULL � L>l�l i L�1!L1u_L hillw PLANNING 60ARI) z 1J 1J 1_l1 1llL1L111llW_I IJI_LLII Ill III ILI I I I L I II II II 11 1u111 Iui I1 Iu1tn IL 01L�ulOUL1 L ILLLI MILLI IUDlJl11 �I II�I Llu Iul 11 IL UI IL1111 IL L� n 1 TO�/I� OF SO�JTI�'OL® �L1llL111 II II ILII_LIISII1I��IIIUI II LL1ILLI I II II_IIII II III 1I III I IL I I I LLl1 1D u1W V I I I l l_ I L I I_I I I I III I�� I U I I I L u l I LL i L1 DATE LJ �Ol q 1111IIIIIIIIIIIIIuIIJI1111 [1liltl111[tt HI _1111 [1mill 111fl 11III.11.111IIWIIIIIIIIILIIII1111lllIIIL LIGHTING FIXTURE ®' I MEZZANINE Project: 51' 0„ McCall r LL Ca Barn / Winery 0 S Route 25 WALL Cutch ouYe New York 11935 PLUMBING VENTSit g ILLI LIGHTING Project No.: LIJ PROPOSED RAMP FIXTURE IR-02 Z TO FRONT ENTRY Sear Signature: W LU D LLI W CPDD OD — C� _ _ ODD ODD C.7 ODD _ C _ C� - C� - ;C T.O. GRADE v � —I I I — = = — 40 1711�T1T1�TT � Gov co�r,��°� Do Do Do D D D N = - 1 - �Oc�c�[D C�cJCDD00� a�CDD-00� 97 =C=1 z - WEI I I I—II I— I—_ I 1 —I Date: Scale: —T.O FOUNDATION- = As NOTED — — = 29 - Drawing Title: Q - _II = — - — — — O - - — - - I — — II- - I 1 — - - - 111 LID — — — — — — — — — -- Elevations r I - - - - I _ - - - - I — - — ( III - - I —II _ I I I I III III III - Drawing No.: T 00 T `�" FRONT ELEVATION € I� I,- (,L � _ .; _.�4. .., i 1 1/'V = 1'-0" - li I. MAY 0 7 20181:1 Sou'Ic': Tu;,n n•_ :'r.. NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 4 5 6 DRAWING REVISIONS U N0. DATE REVISION J J LU2 3 4 LL 5 0 z 6 En0 A B C D E E D C B A _ LU a. Z' _ J THIS APPLICATION IS APPROVED ONLY FOR WORK w INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. 3 F Q 0 IN, 'Consultants: w � I J Young & Young 3 z F- z 0 U 0 1 architect of Record: 0 W ISAAC - RAE Z I 1 I I I 167 MADISON AVE #302 New York, NY LU 10016 Contact; Isaac Clay Coffey a NYS LIC#039767 Z I 1 I I T. 347-276-6093 E. clay@isaac-rae.com APPROVED BY I PLANNING BOAT.) F.. z I I TOWN Or SOUTHOLD CL U DATE Z 0(q z r I J LU Project: U. -� _ _ _ . — 1 _ I = 1— I === ,_= _'77, — _ — — _ - - - - _ - - - _ McCall Barn / Winery _ — _— __--- — _ I I — I —I I I= I I=I I 122600 NYS Route 25 LU cr — = I — I—_— I —= I I I— I II — _ a. _ _ _ — - Cutchou e New York 11935 _-- _ _ _ — — - NOTES DRAWING ISSUE NO. DATE ISSUED FOR --i-- 2 3 4 5 6 DRAWING REVISIONS NO. DATE REVISION 1 C.) J 2 LU3 5 LL 6 0 z 0 W 7 6 5 4 3 2 1 0 a z W 3 — — — - T.O. DGTHIS APPLICATION IS APPROVED ONLY FOR WORK RIDGE U -- — — — RI E INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR J TO BE CONSIDERED AS EITHER BEING APPROVED OR IN CL x W ACCORDANCE WITH APPLICABLE CODES. F- 0 0 x 3 Consultants: 0 Young & Young w — J 0 S Z _H F- F- F Z O w -- - - _ -- — Architect of Record: ISAAC — RA E O CL W 0 167 MADISON AVE #302 New York, NY 10016 Z I In I Contact; Isaac Clay Coffey W � ' 11NYS LIC#039767 Q MEZZANINE T. 347-276-6093 E. clay@isaac-rae.com c I I 511 _ 0.1 a I ,APPROVED BY LL PLANNING BOARD z I I I I Z TOWN OF SOUTHOLD LU DATE LI y 20 Q _ _ FINISH FLOOR r J 7 77�-7 171--HE I I 11 = 1 =_=_= = II = 1 = 11I— = II _= = =1 I IEEI I I _ - - _ - - � _ __ _-- — — �— — I — — —_ _ _ �� — — Imo_ _� —I - T.O GRADE — I II I 1 1 I _ _ —I I — —I = I I I—III— I 40' - 0" Project: - — I I — — I — — — I_I I McCall Barn / Winer 1EI 11=1 =1 = = = = 1= 11= 1 = 1=11 - - Y II — I — I — - - - - - - - LLJ — — — — — =1- _ — — _ — _ — —i — _ _ =1 _ —{— = I _ _ I I 22600 NYS Route 25 a I - - - — I — — — I —I - -III — I— II — II — I - - Cutchouge New York 11935 W - - — � Project No.: — IR-02 - -- 71 '77 NOTES A B C D E DRAWING ISSUE NO. DATE ISSUED FOR 2 1 -300.0 2 I 3 4 5 6 I I I I I DRAWING REVISIONS NO. DATE REVISION 1 ci 2 J J W 3 a 4 5 U_ 6 z I 0 a W a ' THIS APPLICATION IS APPROVED ONLY FOR WORK \ INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL IL _J OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN w I I I \\` ACCORDANCE WITH APPLICABLE CODES. x 0 x Consultants: W Young & Young J x - _ Z w Architect of Record: U —I III— IIII I I —I I II I I I I =1 i=1 i 11 ii 11 Ii I11 I 11i i 11 11 11 i 1=1 111 I 1=1 I 1 =i I Ii I 1=1 I1 111 ISAAC — RAE a.W n Section 1 167 MADISON AVE #302 New York, NY 10016 o z Contact; Isaac Clay Coffey W NYS LIC#039767 W T. 347-276-6093 E. clay@isaac-rae.com a r 1 0 -300.0 a z 7 6 5 4 3 2 1 0 D T.O. RIDGE - 71' - 3" W U a CU J J J J I I I I I I I I LOU Project: Y J _ 3 McCall Barn / Winery 0 I I 22600 NYS Route 25 W 0 Cutchouge New York 11935 W 7/a Project No.: W I I I I I I I I R-02 a W Seal/Signature: LUx MEZZANINE APPROVED BY o 1 I 51 0 2 PLANNING BOAm W TOWN OF SOUTHOLD o DATE11L11 CG �� J I I to W — — — — — FINISH FLOOR � 'a -� xa .._ _._..._. J - - - 43' - 0" �� 9I-27 Z - = O N I I I — F E I - — — — — — — — — — — — — — — — _ I IT.O. GRADE 7 1511 Cn Date: ScalAS NOTED Drawing Title: Sections FOUNDATION- T �fT1=29' - 0"= 00 — I —I — I— Drawing No.: III — III — — - - I Fd — I— ,YOi Oil M L, N %JU 2 Section 2 �....�...._.__._...,.._..-_._....�..-_ �! r!t;�er C' ,r�i 3/16" = V-0" IL -� CN OF THE YORK STATE TION LAW. SHOWN ERTY IES TO ARE FOR A SPECIFIC AND NES OR S SURVEY MAP NOT (1INDCATED�HEREON SHALL,RUN ONLYADDITIONTO��OR WHOM VIOLATION ISEC�ARm AND ON HIS NEW TO THE�TLEA COMPANY,(GOVERNMENNTAL AGENCY ASND LENDNG�INSNTONN STED HEREON,STRUCTURES �ASSIGNEES OF THE LENDING INSTITUTION.�ARE N�TO BES USED NOT91�O�EIY�LIADDITIONALLIINSTTITITONSOR SUBSEQUENT OCOPIES WNERS T(5)THE LOCATION OF WELLSBEARING THE LAND SURVEYORS IMOD SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)OM OTHERS.(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FlELD OBSERVATIONS AND OR DATA OBTAINED FROM O7HER5. 400 Ostrander Avenue, Riverhead, New York 11901 tel. 631.'12'1.2303 fax. 631.121.0144 EXISTING NELL -XISTING I STORY BARN SANITARY DE516N CRITERIA 4 CALCULATIONS admin®youngengineering.com NINE TASTING �J EXISTING 2 STORY TAX LOT 1000-IOCI-1-40 517-WASE DESIGN CRITERIA 4 +1 4 GROUNDWATER MANAGEMENT ZONE = ZONE IV FRAME HOUSE DETAINED PARCEL METHOD OF WATER WIPLY = PUBLIC, Howard W. Young, Land Surveyor D.94 ACRE SGNA TO EXTEND WATER MAIN TOTAL AREA = 86.11 ACRES Thomas G. Wolpert, Professional Engineer m ° NEST FROM SOUTHWEST AREA SUBJECT TO DEVELOPMENT RIGHTS = 83.39 ACRES Douglas E. Adams, Professional Engineer N$ M I CORNER OF MAIN ROAD AND AREA OF RETAINED PARCELS CIDJO N RO LINDEN AVE. (NOT FERTILIZATION DEPENDENT) = 2.'18 ACRES Robert G. Tast, Architect Q � o // 3 n /4b ALLOWABLE SANITARY FLOW (DENSITY) = 600 GPD/ACRE EX I STING 6 74' (N�/�+ 600 GPD x 2.78 ACRES = 1,668 GPD FRAME J BARNS N °�0�0„ DENSITY CALCULATION .28, F EXI5TING WINE TASTING BARN \ � g/' `` �•�__ N$$°/7'30UZ WINE TASTING: 48 OCC. ® 5 GPD/OCG = 240 GPD •65' N3 0 5TORAGE: '782 5F ® 0.04 GPD/5F = 31 GPD 8 ' D< 10 � CO7' _.�23g 6 PROP05ED WINERY -9 S6�°O WINE MAKING d 5TORASE k %\QLL� .C 6�� ry • \ �/ 200' RADIUS FROM '`/ X39.7/� 8$��'Y INDUSTRIAL/STORAGE: 8,658 5F ® 0.04 GPD/SF = 346 GPD N °Z� 9ry - �'� WINE TASTING (PRIVATE') IO 000 a 5 GPD/OCG = 50 GPD \ `oO"� �r EXISTING HELL 11 �� '�•� TOTAL PROPOSED FLOW (DENSITY) = 66? GPD ° p EXISTING NELL , �� _� � ya N��3g�C ; DESIGN CALCULATIONS SANITARY SYSTEM NO. I � � �"'? W� a \ EXISTING ' PROPOSED PROP05ED WINERY , SANITARY 0 i WINE MAKING B 5TORASSF f- ` $ •'r j ', O a WATER SERVICE INDUSTRIAL/5TORAGE: 8,658 5F ® 0.04 GPD/SF = 346 GPD Z L,� O,'�O SYSTEM PROPOSED WINE TASTING (PRIVATE'.) 10 OGG ® 1.5 GPD/OCG = '15 GPD 3 $ a }n LU ',., . I N3 3 3 '2, SANITARY SYSTEMS TOTAL DESIGN FLOW = 421 GPD �+ •�3 T GREASE TRAP ao REQ. 10 OCC, ® 2.5 G 'V/0C _ •E •^ V l NEYARD ,,� PROJECT S 1 TE = 1,s o &AL. w '� 5 I �° �• USE I TANK 8 DIA. x 5 LIQUID DEPTH I— ROPOJED J�`11 IDLER I SEPTI, TANK ° bT'l\LL 0 REQ. 421 GPD x 2 DAYS = 842 GAL. Z o u x2� 22�Q VINEYARD �Q TAX LOT 1000-IOCI-1-55 USE I TANK 8' DIA. x 4' LIQUID DEPTH = 1,200 GAL. I � FARM ROAD S6o?S.g6 RETAI NED PARCEL LEACHING POOLS c ' o $ •K z A �� 43�0'S'%Y L 1 BER 1260cl PAGE 311 USE 2G. 4POOLS 8'IDIA f xx V DEEP = 300 5.F.5.W.A. 1.84 ACRES O i 3 .Y 2\ry Iq6 DE516N CALCULATIONS SANITARY SYSTEM NO. 2 \� �.� X36 PROPOSED WINERY IL 0�� `S6Oo 8/' WINE PROCESSING u �O 0\ d�2 40 2 WA5H DOWNS/DAY a 150 GAL/WA5H DOWN = 300 GPD x31°2qa qQj' QILI '� ! ��5 0 TOTAL DESIGN FLOW = 300 GPD g`3 SEPTIC TANK REQ. 300 GPD x 2 DAY5 7 V GaJ�� USE I TANK 8' DIA. x 4' LIQUID DEPTH = 1,200 GAL. �.. "`` a ` LEACHING POOLS REQ. 300 GPD / 1.5 GPD/5.F. = 200 5.17.5.W.A. ° O USE 2 POOLS 8' DIA. x 6DEEP = 300 S.F.5.W.A. NOTE -� THERE ARE NO KNOWN PRIVATE WATER SUPPLY WELL5 WITHIN 150' OF THE PROPOSED SANITARY SYSTEMS. ``k • ^ A.,V\ j 5CWA TO EXTEND !PATER MAIN WC-5T 1 0 O� NO 1 FROM SOUTHWEST c-ORNER OF MAIN - \/INEYARD ROAD AND LINDEN AVE. �? pM /N ENGINEER'S CERTIFICATION 0 I HEREBY CERTIFY THAT THE WATER SUPP l� •� LY(S) AND/OR SEWAGE G \ � M2 / DISPOSAL 5YSTEM(5) FOR TH 15 PROJECT WERE DE51,NED BY ME VINEYARD AN �\ SlO OR UNDER MY DIRECTION. BASED UPON A GAREFU OROUGH '� xN STUDY OF THE SOIL, SITE AND GROUNDWATER DITIONS, 0 FACILITIES, A5 PROPOSED, CONFORM TO TH SUFFOLK ,DUN O EXISTING WELL V • � DEPARTMENT OF HEALTH SERVICES CONS ,TION STANDARDS O�'� � -- EFFECT AS OF TH15 DATE. A ,\0 o Q \ 00 Q'U / PROPOSED WATER ..� A A'r A, W Q� SERVICE M1 ��Oc "69 0 !44 HOARD W. YOUNG, N.Y.S. L.S. NO. 45893n I � �Dc {�� + RC1 Q� / EXISTING WELL W ELL TO THOMAS G. OLPERT, N.Y.S. P.E. NO. 61483 o BE ABANDONED DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 8089'1 v 0` PORYION OF EXI5TIN6 WATER SERVICE TO BE ABANDONED o / SURVEYOR'S CERTIFICATION /8 I HEREBY CERTIFY THAT THI5 MAP WAS PREPARED UTILIZING v PORTION OF EXISTING WATER BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR BY 5ERVICE TO REMAIN / OTHERS. v 'o 0 N ® \ O 200' RADIU5 FROM ® ® \ EXISTING WELL ® HOWARD W. YOUNG, N. .5. L.5. NO. 45893 I NI NERY EXISTING SANITARY RECEIVED MGCALL BARN SYSTEM TO REMAIN E 5CDH5 REF#COI-10-0001 JAN 2 4 2019 at Gutchougue, Town of Southold Suffolk County, New York Bout o d l own 00 Planning Board E30UNDARY SURVEY N O M 1000 109 OI 38 1000 loci 01 40 a County Tax Map District 1000 Section 116 Block 01 Lot 3.5 a MAP PREPARED APR. I6, 2018 51TE PLAN (TAX LOT 1000-10CI-1-40) m- Scale: I" = 50' REV15ION Record of Revisions DATE c� iSENERAL AMENDMENTS OGT_ 26a 2018 0 a J C O 200 0 100 200 400 600 m 0 Scale: I" = 200' IL JOB NO. 2018-0013 MONUMENT SET 11= MONUMENT FOUND A= 5TAKE SET A= STAKE FOUND DWG. 2014_0201_2018_0013_overall site COVER (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTIOF OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIOIS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)B CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. ♦ N ♦,♦ ♦ 400 Ostrander Avenue, Riverhead, New York IIa01 ♦ /2 tel. 631.121.2303 fax. 631.171.0144 / i♦_ / P �y admin®youngengineering.com i 21'- 23' " / \� (0� / / ♦ P SER O� P Y +Y YY Y +Y 4"PVC(SDR35) 4"PVC(SDR35) , / \ @ 1.000%MIN. FROM GREASE TRAP @ 2.000%MIN. w E \�`��O� /i ♦ 22 ��O� PJ� _\rl Howard W. Young, Land Surveyor �� . .. . .. .... �� ♦ / �\J \-k Thomas G. Wolpert, Professional Engineer IE=25.14 ♦ Douglas E. Adams Professional Engineer BF EL=29.00 J ;_.. . . ♦ ♦ / / ��' O {l� ,/��( g g RIM EL=28.12 RIM EL 28.22 / / ,�.�� 0 v_\ q4( �\ Robert G. Tast, Architect RIM EL=27.64 20" / ♦ / Oji �\_`] N ¢ 20 MIN. �� ♦' / ` . � JO �'` �j\�,( MIN. S - 0\ IE=25.60 /.O� � 1 IE=25.14 ♦ �j r V j 1 1.00_lU-1-0 1 0.50' I �2 J- PROVIDE CLEAN OUT @ "C / ♦ v ` 4. . 2 � 2 $ 0.53' FACE OF BUILDING ( / / ♦ \. F = BAFFLE / ♦ / LL w TOTAL OF 2 POOLS ¢J U o 8' DIA. x 6' DEEP ob r' .�G Ste/ =300 SFSWA 0 �� 1 f 1200 6AL. SEPTIC TANK / / \ - 4 } N Q O �N i TD LEACHI N6 POOL / P¢.�\�� / \\, �Y '/ \ (3 � lu 1r (LPI.2) Pe �� / - -11 = t SANITARY SYSTEM NO.I / ti� / /\ ° ti • \. / / / �� p vwvnHIGHEST EXPECTED GW EL=2.8 �� / / / (��i �•\\ rn 1 y �3 Q• / 1 O !' O • QUj IIy uftoll{ County' T�epartment of Health�rvicCb / \ < + � i 10, Q J 4"PVC(SDR35) 0 O _ ^ T N, @ 2.000%MIN. / / \ U SAN I TART NOTES PIS N p � t, •+ B MT LEVEL V \ LI E CP -1 -� ( N FFEL=29.00 J 0 \ \. Q 0 I. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH SUFFOLK -._ IL COUNTY HEALTH DEPARTMENT SERVICE REQUIREMENTS. RIM EL=28.50 RIM EL=28.60 SSG \ \� �; ;�' ��.\\ -\1 O 2. ALL COVERS TO BE HEAVY DUTY CAST IRON FRAME AND LOCKING ��• X - Z COVER CAMPBELL FOUNDRY PAT. # 10010 OR APPROVED EQUAL. 20" N a A2. I \\ '�4 \�• �} 5. ALL STRUCTURES TO BE PRECAST CONCRETE 4000 P51. 8'OF 6"PVC @ 2.000% TO SEPTIC TANK I \� 1 001,,1>cgTIG 4. ALL PRECAST CONCRETE SLABS 6 PRECAST CONCRETE G 2 \\ O _ �L L Uj 7_ COVERS SHALL BE HEAVY DUTY TRAFFIC BEARIN6 PRODUCTS. IE=26.00 / SIGN1 Q \� Gfi , N fUj A u►� 0.50' I E=25.80 / 5. BOTTOM OF LEAGHIN6 POOLS SHALL BE PLACED A MINIMUM IE=25.30 PROVIDE CLEAN OUT @ / �y yS \ J II ,• �, too O OF 3 FEET ABOVE HIGHEST EXPECTED GROUNDWATER. ...r O O FACE OF BUILDING rL� POST ; (/ .P II ;v 6. THE MAXIMUM DISTANCE FROM FINISHED GRADE TO TOP OF 1 N o�� G� �6 \cam RECEIVED SLAB SHALL BE 2.5 FEET. O•33' � ,s r � _ '1. LEAGHIN6 POOLS SHALL HAVE A MINIMUM 3 FOOT COLLAR l t ! � JAN 2 4 2019 OF GLEAN SAND. 8. EXCAVATION FOR LEAGHIN6 POOLS MUST PENETRATE A MONouTHic / J �Y" 27 �Q \ MINIMUM OF 6 FEET INTO A VIRGIN STRATA OF SAND 4 GRAVEL Southold Town e.00' BELOW THE BOTTOM OF THE PROPOSED LEAGHIN6 POOLS. 111 out Board 1500 GAL 6REASE TRAP -- \ \ � N a. IE = INVERT ELEVATION. I I I = i 1 1 ; 40 SANITARY SYSTEM NO.I GREASE TRAP /� TOP 5 1 -22-rn - ' \� - -23-_-_ -26- -26� 11 ° 23' 19' �0 . • 4"PVC(SDR35) 4"PVC(SDR35) N Il ENGINEER'S CERTIFICATION @ 1.000%MIN. @ 2.000%MIN. 30 / 11 1 1 1 HEREBY CERTIFY THAT THE WATER 5UPPLY(S) AND/OR SEWAGE BSMT LEVEL FFEL=29.00 I R � II DISPOSAL SYSTEMS) FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY DIRECTION. BASED UPON A GAREF THOROUGH RIM EL=28.40 RIM EL=28.50 �� 0 STUDY OF THE SOIL, SITE AND 6ROUNDWATE ONDITION L RIM EL=27.88 I v / I 11 1 FACILITIES, AS PROPOSED, CONFORM TO T E SUFFOLK COUN X 20" / ` y DEPARTMENT OF HEALTH SERVICES CON OTION STANDARD IN X� I I �� EFFECT AS OF THIS DATE. 20" iv Q MIN. n_T `"� MIN. • I ,2� 1► �. g IE=26.00 32 , 11 HYDRNT 1.00' H160.50' IE=25.62 I i / HOWARD W. YOUNG, N.Y.5. L.5. NO. 45893n S IE=24.89 IE=25.12 I / 11 1 THOMAS G. WOLPERT, N.Y.5. P.E. NO. 61483 0.55' •?7 I 1 DOUGLAS E. ADAMS, N.Y.5. P.E. NO. 508a'i I �. PROVIDE CLEAN OUT @ > - g FACE OF BUILDING / / l) Cl w a °b' BAFFLE / p rovid e a LL W TOTAL OF 2 POOLS / 8' min. 1 °� , 8' DIA. x 6' DEEP / �" ou,l -300 SFswA °-b'� / AN ``� � ' �� 1 SURVEYORS CERTIFICATION SANITARY between LPI.2 O 1 HEREBY CERTIFY THAT THI5 MAP WAS PREPARED UTILIZING t~ 8Oo' SYSTEM N0.1 sanitary \\\ I 1 BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR 1200 GAL. SEPTIC TANK / 1 UNDER OUR DIRECTION. 8' \ 34 structures o LEAGHIN6 POOL (LP2 2) SANITARY SYSTEM N0.2 SANITARY 2a / " c N R LF#2.0 SYSTEM N0.2 ( 1 F - mi 1 1 (2) POOLS LP 2 1 TEST HOLE DATA I h c QST ENVIRONMENTALI5ERVIG£-5,INC. " �J R,INATERs �/ I F / HOWARD W. YOUNG, N.Y.5. L.5. NO. 45883 G.I. FRAME 4 COVER- CAMPBELL O DATE, .IAN.21,2015 FOUNDRY PATTERN NO. 100'70, OR .. B-� APPROVED EQUAL. rn 0.0' EL=26.83 EL= �r.o $6 Ir , GT �T LP251 ��• < WINERY BROWN SILTY SAND / (SW) TFINE RACE OF GRAVEL ASPHALT PAVEMENT �, R- "-"�\ f /mow m • McCJF, LL BARN A AR 2.0' � � O a BROWN/LIGHT BROWN SILTY SAND ONNE O /, at Gutchougue, Town of Southold ii (SM/SW) FINE/MEDIUM PRECAST GONG. COLLAR \ � A �' 6 IRE IN N 40, TRACE OF GRAVEL 24�� PO�\TS / \ �� , `, ` Suffolk County, New York WI H 8 VC PIP �ry �2g k - 211 ME TIG CO / oo pro de xte for WATER SUPPLY 4 SEWAGE D15P05AL PLAN "' (n b" GLEAN SAND 4 &R:AVEL �sityr CI an uts t f Ce w Q < \ f b ildin Count Tax Ma District IOOO Section IOa Block OI Lot 38 c LIGHT BROWN SILTY SAND > STOPPER OR END PLUG ES / GL �� g y p J (SW) MEDIUM TO FINE O IN ` \ �� 0 �0 GO I 0 b 1 3.� o 9 01 TRACE OF GRAVEL a SEWER PIPE B-1 fi �� MAP PREPARED APR. 16, 2018 So ELBOW �� .�9 \ -a Record of Revisions \ G, J% \ oo \ w REVISION DATE V3 GENERAL AMENOMENTS nCT 7h DIB 24.0' GW EL=2.83 LIGHT BROWN SILTY SAND IN WATER 60• WYEMEDIUM TO FINE v (SW) TRACE 0 RAVEL / / O L G� / \ OQ\ T�L IL o ^} 30.0' TYPICAL CLEANOUT DETAIL 0 m FOR AREAS SUBJECT TO VEHICULAR TRAFFIC �`� `SiC S� \ / 20 O 10 20 40 60 20' JOB NO. 2018-0013 DWG. 2014_0201_2018_0013_siteplan 5 OF 5 (1)UNAUTHORIZED ALTTRA'ION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIRC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I AOI tel. 651."12'1.2505 fax. 631."12'1.0144 EXISTING WELL EXISTING I STORY BARN SANITARY DESIGN CRITERIA 4 CALCULATIONS admin®youngengineering.com WINE TASTING °°^ °" EX15TING 2 STORY TAX LOT 1000-IOCI-1-40 SEWAGE DE516N CRITERIA RETAINED PARCEL GROUNDWATER MANAGEMENT ZONE = ZONE IV FRAME HOUSE METHOD OF WATER SUPPLY = PUBLIC Howard W. Young, Land Surveyor 0.24 ACRE SCWA TO EXTEND WATER MAIN TOTAL AREA = 86.11 ACRES Thomas G. Wolpert, Professional Engineer R" WEST FROM SOUTHWEST AREA SUBJECT TO DEVELOPMENT RIGHT5 = 85.39 ACRES Douglas E. Adams, Professional Engineer l �0 N$q° I1 i CORNER OF MAIN ROAD AND AREA ER RETAINED PARCELS Robert G. Tost, Architect � t � � $�, � 11f (NOT FERTILIZATION DEPENDENT) - = 2.78 ACRES O �� EXISTING �l6•�4, 30' Ol4D �I LINDEN AVE. ALLOWABLE SANITARY FLOW (DENSITY) 600 GPD/ACRE N n• / N �, 11 Y 600 GPD x 2.78 ACRES = 1668 GPD O8 i ^ / FRAME bO°-2O/ ) DENSITY CALCULATION BARNS ` T NINE TASTING: R 48 OCC a 5GPD/OCG = 240 GPD ° 5TORAGE: 182 SF a 0.04 GPD/5F = 51 GPD 0 r�7'� ,5 � PROPOSED WINERY }% ' ,. �•_q S6�° WINE MAKING 4 5TORA5E %\O 399 fi ry'ry 6� \ _ _ 200' RADIUS FROM `` .7/, $O'% INDUST'RIAL/5TORAGE: 8,658 SF ® 0.04 GPD/5F = 546 GPD N N2��j1 (0 °mem EXISTING WELL i WINE TASTING (PRIVATE) 10 OGG a 5 GPD/OCG 50 GPD \ 4-1 TOTAL PROP05ED FLOW (DENSITY) = 667 GPD \ y Cp`C % 0EXISTING WELL ; DESIGN CALCULATIONS SANITARY SYSTEM NO. I a� 33 EX 1571 NIS PROPOSED PROPOSED WINERY a ,� 0 / .� WINE MAKING � STORA )- �- � v� �"� «� t I �w4 SANITARY O �J WATER SERVICE INDUSTRIAL/STORAGE: 8058 SF a 0.04 PD/5F = 346 PD Z N 8 1, GG SYSTEM WINE TASTING (PRIVATE'.) 10 OGG ® "1.5 GD/OCG = '15 D °5p PROPOSED PGP I ,,� N3 3p3• '2 SANITARY SYSTEMS TOTAL DE516N FLOW = 421 GPD iGREASE %0 % REG. 10 OGG a 2.5 G"'D1000H VINEYARD = 25 GAL. IIS .a 4'� '*» • u V I NEYARD PROJECT SITE USE I TANK 8' DIA. x 5' LIQUID DEPTH = 1,500 GAL. w 5 a c I °� ��ry PROPOSD J'`►I I�LR I SEPTIC TANK r�T2�AT °� - REQ. 421 GPD x 2 DAYS = 842 GAL. � q � � I � � '� ''► 3. No VINEYARD 4� 0 TAX LOT 1000 I Oaf-I-88 USE I TANK 8' DIA. x 4' LIQUID DEPTH = 1,200 GAL. pa 6 ° 96 RETAINED PARCEL LEACHING POOLS W FARM ROAD S s. , 0� O 43��$" LIBER 1260q PAGE 31 ci REQ. 421 GPD / 1.5 GPD/5.F. = 281 5.F.5.W.A. T- 03 i r USE 2 POOLS 8' DIA. x 6' DEEP = 500 5.F.5.W.A. > - �� 3.15 14 TTS �/(�° 1.84 ACRES 3 a , y DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 c� ��•\Q�n�� Z sbp°4 8/', IL 2NIINPOGDES1SrINGY - 02aT2� �T \0�� 5 Ods $� DOW S/DAY ® 150 GAL/WASH DOWN - 300 GPD K u TOTAL DE516N FLOW 500 GPD 5EPTIC TANK v O ,{G(J REQ. 500 GPD x 2 I✓AY5 = 600 GAL. USE I TANK 8' DIA. x 4' LIQUID DEPTH = 1,200 GAL. LEACHING POOLS REQ. 500 GPD / 1.5 GPD/S.F. = 200 5.F.5.W.A. O USE 2 POOLS 8' DIA. x b' DEEP = 500 5.F.5.W.A. O NOTE O THERE ARE NO KNOWN PRIVATE WATER SUPPLY WELLS WITHIN 150' OF THE PROP05ED SANITARY SYSTEMS. 019 SGWA TO EXTEND !^'/++TER MAIN WEST �O, 90 FROM SOUTHWEST G•JRNER OF MAIN 0 _ •� VINEYARD 00 ROAD AND LINDEN NVE. A, ENGINEERS o CERTIFICATION o-y • � `pop Kn� . G \ OSED � NYS I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE DISPOSAL SY5TEM(5) FOR THI5 PROJECT WERE DESIGNED BY ME -- .MA/N � � OR UNDER MY DIRECTION. BASED UPON A CAREFUL OROUGH VINEYARD XON STUDY OF THE SOIL, 51TE AND GROUNDWATER DITION5, r 0 S�pN FACILITIES, AS PROPOSED, CONFORM TO TH SUFFOLK GOUN O EXISTING WELL J, \�1K \ DEPARTMENT OF HEALTH SERVICES CONS GTION STANDARDS �— \ EFFECT AS OF THI5 DATE. _ e JT � 0� 0 Q' PROPOSED WATER Q .•� AQ, � SERVICE �� 0 �4 HOWARD W. YOUNG, N.Y.5. L.S. NO. 458-15n Si �D( "�"��/ �� / EYiSTING WELL TO 0 THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61485 ry Z \\ .��Q- �Y PG BE ABANDONED DOUGLA5 E. ADAMS, N.Y.5. P.E. NO. 8089'1 m OL PORTION OF EXISTING WATER SERVICE TO BE ABANDONED 0 SURVEYOR'S CERTIFICATION n ` / / ourcgd-g 8 v PORTION OF EXISTING WATER • I HEREBY CERTIFY THAT THI5 MAP WAS PREPARED UTILIZING / BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR BY SERVICE TO REMAIN OTHERS. i • 00 \ / 0 c 0 0 200' RADIUS FROM ® ® \ EXISTING WELL / a(/Z„/f._�• ® HOWARD W. YOUNG, N. .S. L.5. NO. 458-13 WI NARY EXISTING SANITARY RECEIVED MGCALL BARN SYSTEM TO REMAIN 5CDH5 REF#COI-10-0001 JAN 2 4 2019 at Gutchougue, Town of Southold Suffolk County, New York N Sout o d l own m Planning Board BOUNDARY SURVEY N O My O 1000 loci OI 55 1000 IVa OI 40 a County Tax Map District 1000 Section 116 Block 01 Lot 5.5 MAP PREPARED APR. 16, 2018 SITE PLAN (TAX LOT 1000-IOa-1-40) �, Record of Revisions Scale: I" = 50' REVISION DATE 0 GENERAL AMENDMENTS OGT_ 26, 2018 L.a d� N O J C O 200 0 100 200 400 600 mm Scale: I" = 200' a JOB NO. 2018-0015 EI= MONUMENT SET ■= MONUMENT FOUND = STAKE SET A= STAKE FOUND DWG. 2014_0201_2018_0015_overall slte COVER (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. N400 Ostrander Avenue, Riverhead, Naw York 11901 / /`L\ tel. 651."121.2503 fax. 631."12'1.0144 oclmln@youngenglneering.com 21' 23' ° l \� (Q� 0,0 4"PVC(SDR35) 4"PVC(SDR35) \� // 0� J� Howard W. Young, Land Surveyor @ 1.000%MIN. FROM GREASE TRAP @ 2.000°/D MIN. W E / \� 00 /22 ��P �� Thomas G. wolpert, Professional Engineer IE=25.14 BSMT LEVEL a \v i `T`O Douglas E. Adams, Professional Engineer FFEL=29.00 w � � / / � 's "-\0 0 � Robert G. Tast Architect RIM EL=28.12 RIM EL 28.22 / / .l�k, �( RIM EL=27.64 20" \ �rL/ ; / Coo Tl� 20�� MIN. , N �( {] F� MIN. S " •� ��` 0� O ` \�Y `�\Y FFT IE=25.60 (JO IE=25.14 1.00 0.50' < IF-0 � T PROVIDE CLEAN OUT @ '� / I ° . ZLr• ( 2�.(O`" $ O.bTJ 0.33' FACE OF BUILDING I�• / e F- 2 BAFFLE W TOTAL OF 2 POOLS LLI�' 8'3100 SFSVVA P ,'(�'¢ / \, � N rn 3 O ^1 1� O a - U U � N O Q 1200 GAL. SEPTIC, TANK 00� h /` / _ \ - _ ,O N O O -11 O 0 � �' I �( LEAGHING POOL / P� \�� \\ ry / \ Q W (LPI.2) SANITARY SYSTEM NO.I / �'tif\�'� / / / ,,✓ o �\G� •• / � Q _ o �.M HIGHEST EXPECTED GW EL=2.8 - tu ZD o $ Suffoll�Cc�ul�ty' Department of Health rtrvlces w / 4 I / / \ < / 111 o Q = N 4"PVC(SDR35) @ 2.000%MIN. O r Q 611 SANITARY NOTES BSMT LEVEL ��V ti \ \. �'� s O ° m J 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH SUFFOLK FFEL=29.00 J o COUNTY HEALTH DEPARTMENT SERVICE REOUIREMENT5. RIM EL=28.50 RIM EL=28.60 c,��' �: •� Q -� X O j ' 2. ALL COVERS TO BE HEAVY DUTY CAST IRON FRAME AND LOOKING co COVER CAMPBELL FOUNDRY PAT. # 100'10 OR APPROVED EQUAL. M N N I I o 3. ALL STRUCTURES TO BE PRECAST CONCRETE 4000 P51. 8'OF 6"PVC @ 2.000% TO SEPTIC TANK I \� 1N11 0p1,,i�gTIG "d 4. ALL PRECAST CONCRETE SLABS 4 PRECAST CONCRETE _ / G 211 ��• O = L UJ COVERS SHALL BE HEAVY DUTY TRAFFIC SEARING PRODUCTS. oso' LL IE=25.80 IE-26.00 / SIGNI G� i1 t y 5. BOTTOM OF LEACHING POOLS SHALL BE PLACED A MINIMUM IE=25.30 �, �, o PROVIDE CLEAN OUT @ / O 1 ( C\G yp`� \S II OF 3 FEET ABOVE HIGHEST EXPECTED GROUNDWATER. o o D POST 0 GO � 0 o FACE OF BUILDING �, � 6. THE MAXIMUM DISTANCE FROM FINISHED GRADE TO TOP OF SLAB SHALL BE 2.5 FEET. 0.33' 0 ('�- �6 / \C� RECEIVED T LEACHING POOLS SHALL HAVE A MINIMUM 3 FOOT COLLAR ^, JAN 2 4 2019 OF GLEAN SAND. MONOLITHIC / � 8. EXCAVATION FOR LEACHING POOLS MUST PENETRATE A G 27 1I �Q �$ 111 Southold -town MINIMUM OF 6 FEET INTO A VIRGIN STRATA OF SAND 6 GRAVEL 8.00' ,`' 1 - Planning Board BELOW THE BOTTOM OF THE PRLOP05ED LEACHING POOLS. 1500 GAL GREASE TRAP 9. IE = INVERT ELEVATION. SANITARY SYSTEM NO.1 GREASE TRAP / 1 I 2 111 1 cv� rn 11 rn � �\�STOP � .. m -22- , - -23- -24- 23- -24_ �_CASGAS / -26- -26� 11 0 23' 19' � " •. . 4"PVC(SDR35) 4"PVC(SDR35) ENGINEER'S CERTIFICATION I 1 1 1 HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE @ 1.000%MIN. @ 2.000%MIN. � .� 3 1 BSMT LEVEL , / 11 DISPOSAL 5Y57EM(5) FOR THIS PROJECT WERE DESIGNED BY ME FFEL=29.00 I RIM EL=28.40 RIM EL=28.50 OR UNDER MY DIRECTION. BASED UPON A GAREF THOROUGH STUDY OF THE 501L, SITE AND GROUNDWATE ONDITION LL RIM EL=27.88 FACILITIES, AS PROPOSED, CONFORM TO T SUFFOLK COUN 20" / DEPARTMENT OF HEALTH SERVICES CON GTION STANDARD IN N 20" iv � MIN. � � I � II EFFECT A5 OF THIS DATE. MIN. T- ry �2� J a I1 1 -tea IE=26.00 32 11 HYD NT �i�•r4�. n - 1.00 1.0.50' IE=25.62 I 1 / / L HOWARD W. YOUNG, N.Y.5. L.5. NO. 45893n o IE-24.89 IE=25.12- I / " � 1 THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 i � PROVIDE CLEAN OUT @ , IJUO 0.33' 27 I 1 DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 8089'1 o y a FACE OF BUILDING / / �� Cl LU a BAFFLE provide ii N LL 0LL1 TOTAL OF 21 POOLS / / ff Y 8' min. i II .`� a� 1 SURVEYOR'S CERTIFICATION n 8 31 0 wa P / SANITARY between i I- 8.00' / / SYSTEM N0.1 LPI.2 \1 1 '� OI I I HEREBY CERTIFY THAT THI5 MAP WAS PREPARED UTILIZING f 1 1200 GAL. SEPTIC, TANK I \ / ! sanitary \� 1 BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR 8' t 'S�PLI structures 1 UNDER OUR DIRECTION. --34 N LEAGHING POOL (LP2.2) SANITARY N SANITARY SYSTEM N0.2 LF#2.0 SYSTEM N0.2 I (2) POOLS .'. LP 2 l0'0x5'D aro ~'1 TEST HOLE DATA h BY LAND,AIR,WATER % S• �' / . ENVIRONM>=T1TAL SERVICES,LNG. G.I. FRAME b COVER- CAMPBELL � O � •'I _x •� a� �' / I HOWARD W. 'YOUNG, N.Y.S. L.S. NO. 45893 \ r> .y / DATE: JAN.21,2015 FOUNDRY PATTERN NO. 10070, OR APPROVED EQUAL. LP2.111,111100 0.0'B-1 EL=26.83 D EL- 7.0 /fi 6 GT j �T � // ° WINERY BROWN SILTY SAN (SW) FINE ASPHALT PAVEMENT A0 �6l "-'4\ /-'�.!i 111 MoC l� I L BARN TRACE OF GRAVEL I'�L�. I� 2.0' E (SM/SW) BROWNFINE/M/LIGHT BROWN SILTY SAND PRECAST GONG. COLLAR ONNE O \ / �/ 6" IRE IN at Gutchougue, Town of Southold �, TRACE OF GRAVEL 4 DOW POTS Suffolk County, New York N 4.0' 12° NI H 8" \�G PIP / �ry `,�6 2" ME TIG N / / oo pro de xte for WA- R SUPPLY SEWAGE DI5P05AL PLAN (n 6" GLEAN SAND a GRAVEL �s/l7T \ \ /� CI a n uts t f ce o w_ / \ f b ildin Gount Tax Ma District 1000 Section IOa Block OI Lot Be LIGHT BROWN SILTY SAND > STOPPER OR END PLUG Es / / �� g y p Jdo o 109 01 yb o (SW) MEDIUM TRACE OF GRAVEL FINE O IN �� !C p (Oa G j i 6 c�i 3••r i SEWER PIPE B-1 l �� MAP PREPARED APR. 16, 2018 300 ELBOW \ \ �� \ �$fi`•�9 \ N� Record of Revisions \ GL \ 00 \ O REVISION DATE �\ \ GENERAL AMENDMENTS �Z 7� 7018 24.0' GW EL=2.83 / / Q " Y \ �9 LIGHT BROWN SILTY SAND IN WATER 600 WYE 6 o (SW) MEDIUM O O FINE TRACE AVEIL / / 0 v�/� Gfi 0 fi 300 / 30.0' TYPICAL CLEANOUT DETAIL '� \ m FOR AREAS SUBJECT TO VEHICULAR TRAFFIC G � �fi s �S� \ / 20 O 10 20 40 60 •�� 5r \ fi� ` \ \ Scale: I" = 20' 50 JOB NO. 2018-0013 DWG. 2014_0201_2018_0015_sitepIon 5 OF 5 , , MAILING ADDRESS: OFFICE LOCATION: P.O. Box 1179 Town Hall Annex rj� SO , � " ' Southold, NY 11971 54375 State Route 25 4 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownnygov PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 12, 2019 Abigail Wickham, Esq. P.O. Box 1424 Mattituck, NY 11952 Re: Approval - Proposed Amended Site Plan for McCall Wine Production Facility Located at 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchoguo SCTM##1000-109-1-38 Zoning District: A-C Dear Ms. Wickham: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, March 11, 2019: WHEREAS, this amended application is for the proposed construction of a multi-level 7,237 sq. ft. wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM##1000-109.-1-38) adjacent to over 84 acres of land (SCTM##1000-116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District, Cutchogue; WHEREAS, on April 20, 2018, Abigail Wickham Esq., authorized agent, submitted an amended Site Plan Application for review; and WHEREAS, on May 7, 2018, Abigail Wickham Esq., authorized agent, submitted building elevations and architectural plans for review; and WHEREAS, on May 7, 2018, the Planning Board accepted the amended application as complete for review; and McCall Wine Production Amended Page 2 March 12 2019 WHEREAS, on May 7, 2018, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the description for 6 NYCRR, §617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming. The action is for the construction of a multi-level 7,237 sq. ft. wine production and storage facility, including agricultural equipment storage; and WHEREAS, on May 9, 2018, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on May 11, 2018, the Architectural Review Committee reviewed the proposed project and approved it as submitted; and WHEREAS, on May 21, 2018, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on May 21, 2018, the Southold Town Code Enforcement officer stated there were no open violations on the subject parcel; WHEREAS, on May 25, 2018, the Suffolk County Planning Commission (SCPC) reviewed the proposed project and considered it to be an act for local determination as there appears to be no significant county-wide or inter-community impact(s); and WHEREAS, on June 4, 2018, a Public Hearing was held and closed; and WHEREAS, on June 20, 2018, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, on June 26, 2018, the Southold Town Engineer reviewed the proposed amended project and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on July 20, 2018, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies; and WHEREAS, at their Work Session, held on July 23, 2018, the Southold Town Planning Board reviewed the proposed Amended Site Plan and determined that all applicable requirements of the Site Plan Regulations have been met with exception of renewed approval from the Suffolk County Department of Health Services (SCDI-IS) and a renewed Highway Work Permit from the NYSDQT; and McCall Wing Production Amended Page 3 March 12 2019 WHEREAS, on December 18, 2018, the Suffolk County Department of Health Services (SCDHS) granted approval to Reference #C10-16-0004 for "Winery with private tasting room and office (10 occupant private tasting room only)" @ 721 gallons per day; and WHEREAS, on January 24, 2019, Abigail Wickham Esq., authorized agent, submitted the NYSDOT issued a Highway Work Permit Reference #52522 for the subject site; and WHEREAS, on February 11, 2019, 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; and WHEREAS, on March 4, 2019, the Southold Town Chief Building Inspector reviewed and certified the proposed winery as a permitted use in the A-C 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 RESOLVED, that the Southold Town Planning Board approves the Site Plan with one (1) condition entitled "McCall Winery & Barn", prepared by Howard W, Young L.S. and Thomas C. Wolpert, P,.E., dated April 16, 2018 and authorizes the Chairman to endorse the Site Plan. Condition: No retail sales or access by the general public permitted. This site is designed and approved for wine production and storage, not as a public tasting room, with a small area for office and meetings for staff and wine professionals only. 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 irequire 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. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. McCall Wine Production Amended Page 4 March 12 2019 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a Final Site Inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector, with map James Richter, Stormwater Manager, with map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: , Applicant/Agent Signature: Date: From: Lanza, Heather Sent: Tuesday, July 8, 2025 1:51 PM PG i H V r MT[ O Cl M C To: Michaelis,Jessica;Westermann, Caitlin 0�IR P WIM 10 Subject: McCall Winery incoming mail ,JUL 0 9 2025 J 71 SOUTHOLD TOWN [� :PLANWNG BOARD` From: Dave Bergen<davebergen78@gmaiI.com> Sent: Monday,July 7, 2025 1:37 PIVI To: Lanza, Heather<heather.lanza@town.southold.ny.us> Cc: Terry., Mark<mark.terry@town.southold.ny.us>; Cummings,, Brian A.<brian.cummings@town.southold.ny.us>; Russ McCall<RMccall@gfifoods.com> Subject: Re: Planning Board Inspection/Request Good afternoon. Mr McCall is requesting to be placed on the Planning Board work session agenda scheduled for July 14 to discuss the opportunity to make minor changes to the approved site plan for his barn (SCTM # 1000-109.-1-38) dated April 4, 2019. You have a copy of our recent communication of June 18 as well as the June 24 email.. The specific topics we would like to discuss are: -Possible relocation of some of the required parking spaces to become parking along the east side of the driveway, south of the fire hydrant. This will reduce the number of trees to be removed for the parking area., -The elimination of the need for a dumpster, and associated concrete dumpster pad, as he already has a dumpster associated with his tasting room. -The modification of the access road from the driveway to the RPZ/Generator. - Planning Board approval conditioned upon the required planting being done in the Fall to increase their survival opportunity. The property has no irrigation system. Thank you for your consideration of this request. Dave Bergen Sol Searcher Consulting 516-848-6438 From: Lanza, Heather b�F Seat: Tuesday,June 24, 2025 1:22 PM c,,mS� Michaelis Jessica- estermann Caitlin �► �- r'"'r"�`r Ci ' To. r > > � Cc: Cummings, Brian A. � Subject: F : Planning Board Inspection/Request JUN 2 4 2025 so' OLD TOWN PLANNINIGG, 801AR0 Incoming mail for Mcall Winery file From: Dave Bergen<davebergen78@gmail.com> Sent:Tuesday,June 24, 2025 1:03 PM To: Lanza, Heather<heather.lanza town.southo Id.ny.us>;Terry, Mark<mark.terry@town.southold.ny.us> Cc: Russ McCall<RMccallgfifoods.com> Subject: Re: Planning Board Inspection/Request Heather and Mark, After several discussions, we have decided to withdraw our request to relocate the parking area associated with McCall's Barn/Winery. The parking area will remain in the location previously approved by the Planning Board. We have staked out the proposed parking site. The other requests outlined in our letter of June 18 remain for your consideration. Please share this communication with Jim Rich. Please do not hesitate to contact me should you have any questions. Thank you, Dave Bergen Sol Searcher Consulting Agent for McCall 516-848-6438 On Wed,Jun 18, 2025 at 2:01 PM Dave Bergen <daveber n i �co >wrote: Heather and Mark, Please forward this request to Jim Rich and the Planning Board. We are ready to pursue a Certificate of Occupancy for the Barn/Winery at McCalls which requires Planning Board support. We are asking for consideration of minor modifications to the approved site plan. Thank you for your assistance and consideration in this matter. Feel free to contact me should you have any questions. Respectfully, David Bergen Sol Searcher Consulting 516-848-6438 ve r en 78 ail.co Agent for McCall t Box 1008 Cutchogue, NY. 11935 :S, June 18, 2025 ............ Mr. James Rich Southold Town Planning Board JUN 2 0 2025 Southold Town Annex 54375 Main Rd SOUTHOLD TOWN Southold, NY 11971 PLANNING BOARD Dear Jim, We are in the process of attempting to obtain a Certificate of Occupancy for the McCall Barn/ Winery. I am submitting a request on behalf of Mr. McCall for a Planning Board review of the McCall Barn/Winery, and request some modifications to the approved plan dated 4/4/19. Specifically, the approved plan calls for the following items which we are requesting amendments to: Landscaping, the Parking area and the access driveway to the area for the generator and concrete pad/dumpster. 1. Landscaping- The plan called fro 18 trees and 48 shrubs to be planted. The site has no outdoor irrigation system. Planting these items this time of year without regular irrigation would result in a very poor chance of survival. We are asking that consideration be given, should all other conditions be met, for a conditional approval of the Planning plan, with the condition being that the plantings are done in the late Fall to increase the opportunity for their survival. 2. The parking area- The plan requires the installation of 10 parking stalls,to include one ADA parking stall near the front entrance circle of the barn. I have submitted pictures which demonstrates that this area contains various mature trees and is heavily vegetated. We are concerned about the environmental impact of the removal of these trees and the vegetation in the area. There is a very large, cleared and flat area just in back of the Barn. We propose that 9 of these space be relocated to this area, with the remaining spot to remain in the approved location. This spot would be designated as the ADA spot due to it's proximity to the main entrance of the Barn. 3. The access driveway to the generator and concrete pad for dumpsters- Given the usage of the Barn, and the fact that the Tasting Room already has dumpsters which are capable of serving the Barn as well as the Tasting Room, we are asking for the elimination of the concrete pad and dumpsters which are on the approved plan. We make this request for environmental as well as practical reasons. Eliminating this dumpster area eliminates the need for additional clearing of vegetation and the landscape/maintenance of this area. We agree to the installation of a pervious access road to the generator along with the bollards, if required. We appreciate your consideration of this request. Please do not hesitate to contact me should you have any questions. Sincerely, David Bergen Sol Searcher Consulting Agent for McCall IIIrmAM A-f— f rV71 1 �/J, ��//// �� .rrr,. �/ 1 rrrrrrrrrrrr. ,, r/// � . /rrr. /, / r r rf ii / / ,/ � /rrrllf . ,// / 9 1 opt/", r / Ow /I/J/�t///l/t, 1 1 "mommumpo IIIII ,I ui A III II II ///// c � r,, r rrr r r / / _ // rrr, / �% � /,, / _ /rrrrr/, %/ // / f rrr n1m, I..........."I'l��Ill,llllllllI.......... 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I / I r r I f 1 I i i I I; Ir G, ion i f 1 ro,�"o S � s r I e "� I i06,y�wm W � ,�Uh)wr,,,,. �' N � � � mlllllplllllluum aNy r 7 { II a rI% 14P i! , r Town Hall Annex Telephone(631)765-1802 54375 Main Roadslog Fax(631)765-9502 P.O.Box 1179 �bA Southold,NY 11971-0959 �611 � BUILDING DEPARTMENT RECEIVED TOWN OF SOUTHOLD _— MEMORANDUM Plan coinBoard TO: Donald J. Wilcenski, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: March 4, 2019 RE QUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: McCall Winery Location: 22600 NYS Rt. 25Cutcho ue SCTM# 1000—Section 109- Block 01 —Lot 38 Date: April 16, 2018 Revised Date: 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 WINERY IS A PERMITTED USE IN THIS AC DISTRICT AND IS SO CERTIFIED. Michael J. V " y Chief Building Inspector MAILING ADDRESS: OFFICE LOCATION: l � P.O. Box 1179 Town Hall Annex " 54375 State Route 25 � CIO, , Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY u www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Damon Rallis, Building Permits Examiner From: Brian Cummings, Planner— Date: February 13, 2019 v� Re: Use Certification Amended Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800' s/w/o Alvahs Ln. & NYS Rt. 25, Cutchogue SCTM#1000-109-1-38 The Planning Board has found this Site Plan application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This amended application is to reduce the size of the previously approved wine production and agricultural storage facility from 17,100 sq. ft. to 7,237 sq. ft., including a 2,992 sq. ft. timber barn on the first floor and a 4,245 sq. ft. winery, not open to the public, on a 1.8 acre reserve parcel (SCTM#1000-109.-1-38) adjacent to over 84 acres of land (SCTM#1000-116.-1-2.2 & 3.4) with Development Rights held by Suffolk County in the AC Zoning District, Cutchogue. Your certification is requested by March 4, 2019. Thank you for your cooperation. Encs: Site Plan Application Site Plan WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, February 11, 2019 4:00 p.m. Southold Town Meeting Hall 2:30 p.m. Executive Session — Advice from Town Attorney 4:00 p.m. Applications 11, 11 Pro ect Name: r M 00 Route 25r Cut hogu acility A 0 mended SCTM#. 1 00109-1-38' Location Description: r This amended application is to reduce the size of the previously approved wine production and agricultural storage facility from 17,100 sq. ft. to 7,237 sq. ft., including a 2,992 sq. ft. timber barn on the first floor and a 4,245 sq. ft. winery, not open to the public, on a 1.8 acre reserve parcel (SCTM#1000-109.-1-38) adjacent to over 84 acres of land (SCTM#1000-116.-1-2.2 & 3.4) with Development Rights held by Suffolk Count in the AC Zoning District Y .. Rendin Status Pe Action view Revised Map Attachments: l Staff Repot ..... w.._n....... _ Project Name; Captain Red's Marine Sales SCTM# 1,.0,m00-122-6-1...2 j Location 9605 Route 25, Mattituck Description: This Site Plan is for the proposed construction of a 3,680 sq. ft. metal building (ZBA file #7014) for storage (no basement) where there exists a 1 —story 1,168 sq. ft. office building for boat sales, storage, parking and display with 8 parking stalls on a General Business (B) and R-40 split zoned parcel totaling 1.6 acres. Status: Revised Application Action: Completeness Attachments. Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Review for determination Date February 11, 2019 Prepared By: Brian Cummings I. Application Information Project Title: McCall Vineyards Wine Production Facility Applicant: Walker/McCall, LLC Date of Submission: April 20, 2018 Tax Map Number: 109.-1-39 Project Location: 22600 Main Road Hamlet: Cutchogue Zoning District: A-C II. Description of Project Type of Site Plan: Agriculture Acreage of Project Site: ±1.8 acres adjacent to 83 acres of Suffolk County Development Rights farmland Building Size 7,237sf (including basement) 17,100sf previously III: Analysis This amended application is to reduce the size of the previously approved wine production and agricultural storage facility from 17,100 sq. ft. to 7,237 sq. ft., including a 2,992 sq. ft. timber barn on the first floor and a 4,245 sq. ft. winery, not open to the public, on a 1.8 acre reserve parcel (SCTM#1000-109.-1-38) adjacent to over 84 acres of land (SCTM#1000-116.-1-2.2 & 3.4) with Development Rights held by Suffolk County in the AC Zoning District, Cutchogue. 1. Existing: vacant/undeveloped 2. Proposed: a. Construct a ±7,237 sq. ft. winery production and storage facility (previously 17,100 sq. ft.; difference of-9,863 sq. ft.) i. Basement level: 4,245sq. ft.. ii. Barn level: 2,992sq. ft. 3. With reference to the Planning Board letter dated August 13, 2018; a. Provide a renewal of the highway work permit from the NYS Department of Transportation (DOT) and provide one (1) print of the approved plan and permit; 1 Submitted: yes, permit reference # 52522 b. Provide a renewal 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; Submitted: yes, reference # C10-16-0004 V: Staff Recommendations 1. Send a request for Use Certification to the Building Department; 2. Once a use certification is issued, all site plan requirements listed in §280-133 of the Town Code have been met and the site plan application may be scheduled for determination by the Planning Board at the next available public meeting. LAW OFFICES WICKHAM, BRESSLER& GEASA, P.C. 13015 MAIN ROAD, P.O.BOX 1424 MATTITUCK,LONG ISLAND ERIC J. BRESSLER NEW YORK 11952 WILLIAM WICKHAM(06-02) ABIGAIL A. WICKHAM 631-298-8353 JANET GEASA TELEFAX NO.631-298-8565 awickham @i wbglawyers.com January 23, 2019 G4- k, AL Attn: Mr. Brian Cummings RE EIVED Southold Town Planning Board - � P.O. Box 1179 Southold,New York 11971 Re: Walker/McCall, LLC Winery Site Plan Planning Board Premises: 22600 Main Rd., Cutchogue,NY 11935, SCTM#: 100-109-1-38 Dear Brian: We enclose the following, pursuant to the Board's requirements for this site plan: 1. One original print of Suffolk County Dept of Health Services approval bearing the Health Dept. stamp. (Cover and Sheet 3 of 5) Ref. No. C10-16-0004, 12/18/18. 2. Copy of DOT letter dated Sept. 7, 2016 approving the application and plans of the prior project. Our engineer, Thomas Wolpert of Young and Young Engineering, has advised that the current McCall Barn Project Plans for the work within the NYS Right of Way are generally the same as the McCall Winery Plans. We believe that the Dec. 2016 letter of approval is still valid as it does not have an expiration date and the plans have actually reduced the scope of the project. We therefore ask that you accept this letter as proof of DOT compliance in order to approve the site plan. We are advised that the actual Highway Work Permit would generally not be obtained until a later date, and that affects the area outside of the property. Issuance of the Highway Work Permit is only required to complete the proposed improvements within the NYS Right of Way. Once the site plan is approved, Mr. McCall will identify the contractor selected to perform the work, obtain the required permit fee, the performance bond, and insurance certificates, and then submit the Highway Work Permit Application, PERM 33-COM. Since the requirements to obtain the Highway Work Permit are ministerial (insurance, bond, fee, etc.) and done after site plan approval and during the construction phase, we ask that the Board not require the Permit as a condition to site plan approval. Very t-Lily yours, AAwIdm Abigail A. Wickham- ' encl.re/mc/nw/ltrpbdl 1-30 cc: Russell C, McCall(w/o encl.) Thomas C. Wolperl, P.E.(w/o encl.) Clay Coffey(w/o encl.) NEWYORK ANDREW M. CUOMO STATE OF Governor ORTUNITY, Transportation MATTHEW J.DRISCOLL Commissioner JOSEPH T.BROWN,P.E. Regional Director September 7, 2016 Mr. Thomas C. Wolpert Young & Young 400 Ostrander Avenue Riverhead, NY 11901 Your August 1 2016 Submission McCall Winer NY 25Cutchog_ue SCTM' No. 1000-10900-0100-038000 Our Case No. 52522 Dear Mr. Wolpert: This is in regard to the site plans for the referenced project which were submitted to us for review. Upon review of the proposed work, we find that the plans are acceptable as submitted. This site plan approval for Highway Work Permit issuance is contingent upon our receipt of all of the following items within six (6) months of the date of this letter, no further revisions are made to the plans and the municipality has issued site plan approval. If the Highway Work Permit will be secured by anyone other than the property owner, i.e. contractor, the applicant must provide a signed letter from the property owner stating the applicant is authorized to act on behalf of the property owner in this matter. The letter must also include the property owner's mailing address and telephone number. Kindly submit two (2) additional sets of plans, signed and sealed by a NYS Licensed Design Professional. All other required submission items are listed below: • Completed, signed Highway Work Permit application, Perm 33-COM Stage 3 (Available on our website www.dot.n .gov/Perm • Permit Fee.(Payable to "State of New York"): $550.00 (All checks issued to the State of New York must show a Federal Identification Number) • Surety Bond, Guarantee Deposit or Letter of Credit Amount: $10,000.00 (Perm 44 Sample Surety Bond form available online. • Insurance Requirements: Acord 25 (minimum limits $1,000,000.00) with NYSDOT as an additional insured. The Certificate Holder's box on the Acord form should read NYSDOT Traffic Engineering & Safety, 250 Veterans Memorial Highway, Rm. 6A-7, Hauppauge, NY 11788. • Acord 855. 250 Veterans Memorial Highway--Suite 6A-7, Hauppauge, NY 117581 www.dot.ny gov Mr. Thomas C. Wolpert September 7, 2016 Page-.2 of 2 • Provide proof of Workers Compensation Insurance (Form C-105.2, U-26.3 or SI- 12) or proof of exemption (Form CE-200). • Provide proof of Disability Benefits Coverage (Form DB-120.1 or DB-155) or proof of exemption (Form CE 200). All forms should be secured by the same entity. Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952- 7973. Please send all correspondence to his attention. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, S4 Al A. SAAD Permit Section Manager Traffic Safety and Mobility Group cc: Mr. Vincent M. Orlando, Superintendent of Highways, Town of Southold Mr. Donald Wilcenski, Planning Board Chairperson, Town of Southold 250 Veterans Memorial Highway—Suite 6A-7, Hauppauge, NY 117881 www.dot.ny.gov COUNTY OF SUFFOLK STEVEN BELL®NE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES JAMES L.TO!" ARKEN, Mtn, MPH, MBA, MSW Commissioner PERMIT CONDITIONS Health Services Reference# Project Name "'n_ _ The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply and/or a sewage disposal or c;ollectiol' system Ci r the property as depicted. The applicant should take note of any conditions of approval, wlnicl, may be indicated on the plan or enclosed herein. Construction must conforin with applicable standards including 66Staandards for Approval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences," Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. . The pen-nit (plan) expires three (3) years after the approval date. Any modification which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be performed by the department on expired permits. Permits may be renewed, extended, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an xisting Permit for Other than Single Family Residences (Form W -081). t is the appincf is responsibility to call the department in advance to arrange inspections of the sewage disposal and/or water supply fheilities prior to back-filling. These include inspections of the sewage collection and disposal systems, Water slxpply System components and piping, and final grading as shown on the approved plans. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The department must be notified at least 48 hours in advance to schedule an inspection by Calling 852-5754; and excavation inspections must also be cornfirr ned by calling 852-5700 prior to 9:30 a.m., the morning of the inspection. Article k,71 of"the Sifffolk County Code, "Septic Industry Businesses,"' requires that rill installers of septic s,ys°ter,�as )44Hain SgIJ611c County shall possess a iwlid license ftom theuff l : Countyfj"ce of ConsurnerA�carry, This o Zee can refuse to perform inspections or grant final approval for the construction g1*pr jects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project, Final approval issued by the Department is necessary prion° to tine .a, � of new buildings, �� additions to existing buildings, or for the use of sewage disposal or water-supply systems. SEE PAGE 2 WWM-016 (Rev. 10/02/06) Page 1 of HD Ref No. C)0-16-COOL4 Project Name. t Ael _JtAl� , coNDI'TIONS FOR OB4IN TA11G FINAL APPROVAL OFCONSTRUCTED PROJECrf As a 00ndifion of this per it to construct, the following items must be completed as a minilln'urri, prior to btifldirig 00cLipalicy and rise of the wnvage disposal system or water supply facilities. For farther information concerning this, refer 10 Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Other Than Single Family Residences (Form WWM-19). Excavation Inspection by the Office of Wastewater Management prior to installation of any leaching pools to detenitille acceptability of soils. (Call 852-5754 to schedule an inspection and confirm by calling, 852,5700 prior to 9:30 a,m, the warning qf the inspection..) Satisfactory inspection by Office of Wastewater Management of the sewage disposal system sewage treaftnont system. (Call 852-5754 to schedule an inspection.) Satisfactory inspection of the water supply system by: Office of Wastewater Management(Call 852-5754 to schedule an inspection.) E] Office of Water Resources, Water'Quality Unit (Call 852-5810 for inspection.) EJ Satisfactory inspection by the, Office of Pollution Control (Call 854-2502 for inspection.) Storage tanks Other" ❑ Application for a Food, Permit to the Food Control Unit (Call 852-5873 for instructions.) Four (4) prints of an As-Built plan "Tap letter" from water district -T-oct'N '106 9 w t Lot .,,,An d Lc+ 'd 0 Certification from the licensed sewage disposal system installer "S-9 form" from Suffolk County Department of Public Works (SCDPW) Sewer district approval of sewer line installation (for other than SCDPW districts) Well drillers certificate ❑ Water analysis ❑ Certification of Sewage Disposal System Abandonment (form WWM-080) Design Professionals Certification of Constructed Works (form WWM-073, enclosed) for: Sewer lines and sewage collection system ❑ Retaining walls (approved as part of the sewage, disposal system) ❑ Sewage pump station/valve 6.hainbor ❑ Sub-surface sewage disposal system ❑ Sewage treatment plant ❑ Water supply system ❑ Abandonment of Preexisting sewage disposal system and/or water supply 7 Other: F-1 Other: .......... WWM-016 (Rev, 10/02/06) Page 2 of 2 OFFICE LOCATION: MAILING ADDRESS: P.O. Box 1179 Town Hall Annex Southold, NY 11971 54375 State Route 25 ` (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 www.southoldtownny.gov COU01� w . PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 13, 2018 Abigail Wickham, Esq. P.O. Box 1424 Mattituck, NY 11952 Re: Proposed Site Plan for McCall Wine Production Facility 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue SCTM#1000-109.-1-38 Dear Ms. Wickham: I am writing as a follow-up to the Work Session held on July 23, 2018 where the Planning Board discussed the above-referenced application and determined the following: 1. Obtain renewal of a Highway Work Permit from the NYS Department of Transportation (DOT) and provide one (1) print of the approved plan and permit; 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. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office at 631-765-1938. Respectfully, Brian Cummings Planner Southold Town Planning Board Work Session July 23 2018 — Page 2. Protect Name: { McCall Wine�Production Facility Amended SC.. TM#: 1000-109-1-38 a _ 1000-109 1-38` 2600 Route 25, Cutchop ue npthis amend ion; m. � T _ _ Dec ed application is to reduce the size of the previously approved wine production and agricultural storage facility from 17,100 sq, ft. to 7,237 sq. ft., including a 2,992 sq. ft. timber barn on the first floor and a 4,245 sq. ft. winery, not open to the public, on a 1.8 acre reserve parcel (SCTM#1000-109.-1-38) adjacent to over 84 acres of land (SCTM#1000-116.-1-2.2 & 3.4) with Development Rights held by Suffolk County in the AC Zoning: District. Sta _ . .. _Pending, .e v.... ..e. .. . tus;,m, . j Action: Referral Review Attachments: m Staff Report , ~� -.. Project Name: Peconic Landin Duplex ... SCTM#: 11000-35-1-25 . .... -12-05- Re Plan ', Greenport .. e ew Descriptio This Site Route 2 'Location: 1 2,987 s ft. single dwelling unit to a. �..®., m� a is for the proposed conversion of one existing 1-story q. g g two dwelling unit with no expansion of living area and no basement, 4 parking stalls on a Hamlet Density e (HD) and R-80 split zoned parcel totaling 143 acres, Greenport P g Status: Pendi.nl . Action Referral Review Attachments: i Staff Report . .., 1000-114-11-11.1 .e a l K. �.. � . �.. Location j 1.3100 Route 25 Mattituck Project name Eastern Front Brewing Retail SCTM# 1000-114 11-11.1 Description. a This Site Plan is for a proposed 1 902 sq. ft. retail store located in the front of an existing 5,417sq. ft. 2-story building, with no change to the footprint. The remainder of the building consists of two existing dwelling units. Also existing is a detached 360 sq. ft. garage. There are 12 parking stalls proposed for this application on 0.62 acres in the HB Zoning District. 1 Status; New Application Action° Completeness Attachments: Staff Report _ Project Name Jemcap Gas Station & Convenience Store 1000-5575-9.1] Location. 46770 CR 48, Southold Description: This Site Plan is for the proposed conversion of an existing 3,032 sq. ft. 2-story building (formerly retail) to a first floor convenience store and second floor with two apartments, vehicle fuel sales with: 6 fuel pumps (12 fueling stations), one canopy at 80' x 44' (3,520 sq. ft.) and 13 parking spaces on 0.85 acres in the General Business (B) Zoning District. Status: New Application Action: Completeness Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date July 23, 2018 Prepared By; Brian Cummings I. Application Information Project Title: McCall Vineyards Wine Production Facility Applicant: Walker/McCall, LLC Date of Submission: April 20, 2018 Tax Map Number: 109.-1-39 Project Location: 22600 Main Road Hamlet: Cutchogue Zoning District: A-C II. Description of Project Type of Site Plan: Agriculture Acreage of Project Site: ±1.8 acres adjacent to 83 acres of Suffolk County Development Rights farmland Building Size 7,237sf (including basement) 17,100sf previously III: Analysis This amended application is to reduce the size of the previously approved wine production and agricultural storage facility from 17,100 sq. ft. to 7,237 sq. ft., including a 2,992 sq. ft. timber barn on the first floor and a 4,245 sq. ft. winery, not open to the public, on a 1.8 acre reserve parcel (SCTM#1000-109.-1-38) adjacent to over 84 acres of land (SCTM#1000-116.-1-2.2 & 3.4) with Development Rights held by Suffolk County in the AC Zoning District, Cutchogue. 1. Existing: vacant/undeveloped 2. Proposed: a. Construct a ±7,237sf winery production and storage facility (previously 17,100sf; difference of-9,863sf) i. Basement level: 4,245sf ii. Barn level: 2,992sf b. Storm water drainage (no change): i, Three (3) 10' x 12' deep drywells ii, One (1) 10' x 8' deep drywell iii. Green roof system to be used for building run-off I c. Sewage disposal plan: i. Sanitary system #1 (reduced; was 808gpd) (wine-making, storage, office @ 364gpd): 1. One (1) grease trap @ 8' x 5' deep 2. One (1) septic tank @ 8' x 5' deep 3. Two (2) leaching pools @ 8' x 9' deep ii. Sanitary system #2 (Wine processing; no change) 1. One (1) septic tank @ 8' x 4' deep 2. Two (2) leaching pools @ 8' x 6' deep d. Parking: i. Wine making: number of employees unknown (previously 5) ii. Wine Storage: (1 per 1 000s of gross floor area) 1. Basement level: 4,245sf 2. Upper level (barn): 2,992sf 3. TOTAL = 7,237 _ 1000 = 7.2 or 8 stalls required iii. Total required = 8 stalls iv. Total provided = 10 @ 10' x 20' (stalls constructed in stone blend except for 1 ADA of compacted surface; e. Landscaping: i. Numerous mature shade trees are proposed to remain as part of the site plan ii. New plantings: Trees: 1. (1) thundercloud plum tree @ 3.5" caliper 2. (2) Littleleaf Linden @ 3.5" caliper (street trees) 3. (15) Eastern Arborvitae @ 6'-7' tall around dumpster enclosure Shrubs: 4. (12) Hinoki Cypress @ 4'-5' tall 5. (20) Hybrid Tea Rose @ 5 gal. 7 6. (16) Compact Spreading Yew @ 18"-24" tall 3. Bulk Schedule/Code Requirements (AC zone) a. Lot Coverage i. Maximum: 20% ii. Existing: 0% iii. Proposed: 8% b. Setbacks for the proposed building (AC) Required ...... �� Provided Front,yard ..._ 60'... . . 244'.. ._s� ... �� ) 20' 63' Side E Side,(W) __....m 20' (45 comb) 47' Rear yard 75' 47' (adioins DRC *Parcel adjoins other land of applicant/owner containing 83+ acres of Suffolk County Development Rights land c. SEQR Type II: Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming. The action is for the construction of a multi-level 7,237 sq. ft. wine production and storage facility, including agricultural equipment storage. d. Exterior Lighting: total site lighting reduced from 66 fixtures to 33 and total site lumens reduced from 18,649 to 13,125 i. (19) Bollards @ 3000K LED ii. (5) Eave Fixtures @ 3000K LED iii. (9) drive-over, in grade fixtures @ 3000K LED Staff: foot candles are shown at 0.0 or <_ 0.05fc at property lines and 53.56fc on site 4. Referrals Suffolk County Department of Health Services (SCDHS) Approval from the SCDHS is required and has not been obtained. 3 Reference C10-16-0004 for Production Facility Amended; Previously approved plan was for a "Winery with private tasting room and office" (10 occupant tasting room only) @ 1208 gallons per day; NYS Department of Transportation (DOT) The NYSDOT highway work permit #52522 was obtained September 12, 2016; a renewal of the permit should be verified; Architectural Review Committee (ARC) May 11, 2018, the ARC approved the application as submitted; Office of the Town Engineer 1. The drainage calculations and subsequent drainage design meets the minimum requirements for Chapter 236, Stormwater Management. 2. A State DOT Curb Cut Permit must be obtained. 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) This amended application is to reduce the size of the previously approved wine production and agricultural storage facility from 17,100 sq. ft. to 7,237 sq. ft., including a 2,992 sq. ft. timber barn on the first floor and a 4,245 sq. ft. winery beneath on a 1.8 acre reserve parcel (SCTM1000-109.-1-38) adjacent to over 84 acres of land (SCTM1000-116.-1-2.2 & 3.4) with Development Rights held by Suffolk County in the AC Zoning District, Cutchogue. This facility will not be open to the public. 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. Staff: the applicant should reference the Planning Board's planting list on file to increase the amount of native species to be planted on site; 4 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. V: Staff Recommendations 1. Provide a renewal of the highway work permit from the NYS Department of Transportation (DOT) and provide one (1) print of the approved plan and permit; 2. Provide a renewal 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. Send a request for Use Certification to the Building Department; 4. Once the permits listed above (DOT & SCDHS) are verified, all site plan requirements listed in §280-133 of the Town Code have been met and site plan application may be scheduled for determination by the Planning Board. 5 OFFICE LOCATION: �� 'K MAILING ADDRESS: Town Hall Annex " '�V� P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 �� p Vi w Fax: 631 765-3136 k LOCAL WATERFRONT REVITALIZATION PROGRAMb� TOWN OF SOUTHOLD � MEMORANDUM Flamflcig�3oar:f To: Donald Wilcenski, Chair - Town of Southold Planning Board From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: July 20, 2018 Re: Amended Site Plan McCall Wine Production Facility Amended SCTM# 1000-109-1.-38 This amended application is to reduce the size of the previously approved wine production and agricultural storage facility from 17,100 sq. ft. to 7,237 sq. ft., including a 2,992 sq. ft. timber barn on the first floor and a 4,245 sq. ft. winery beneath on a 1.8 acre reserve parcel (SCTM1000-109.-1-38) adjacent to over 84 acres of land (SCTM1000-116.-1-2.2 & 3.4) with Development Rights held by Suffolk County in the AC Zoning District, Cutchogue. This facility will not be open to the public. 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. 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 Sub COUNTY OF SUFFOLK D [I",' CE � V JUN 2 !.at 2018 sou'Oo�gown STEVEN BELLONE Plannn ng Board SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES JAMES L.TOMARKEN, MD, MPH, MBA, MSW Commissioner June 18, 2018 Brian Cummings, Planner Town of Southold Planning Board Office P.O. Box 1179 Southold,NY 11971 Re: McCall Wine Production Facility Amended SCTM # 1000— 109—01 —38 Dear Mr. Cummings, The Suffolk County Department of Health Services (SCDHS; "Department") has received your letter dated May 15, 2018 concerning the above referenced application. Based on a review of the subject coordination, the Department offers the following comments. However, the Department wishes to reserve its right to provide more detailed information within the comment period(s) established for this application. These comments should not be construed as an implicit SCDHS approval or rejection of the project. All applications are reviewed thoroughly with respect to Suffolk County Sanitary Code concerns by appropriate departmental personnel when SCDHS applications are completed. 1. SANITARY CODE A. Article VI Application Status: Our agency's Office of Wastewater Management has received a resubmission of amended site plans for the above referenced project filed under HD Ref# C10-16-0004, as required by Article VI of the Suffolk County Sanitary Code. The application is currently under review and is incomplete pending the submission of the following: • Revised Floor Plans DIVISION OF ENVIRONMENTAL QUALITY—Office of Ecology 360 Yaphank Avenue, Suite 213, Yaphank NY 11980(631)852-5750 Fax(631) 852-5812 Public Health , ,r.auw B. SCDHS Jurisdiction The SCDHS maintains jurisdiction over the final use, lot area, and location of sewage disposal and water supply systems. The applicant, therefore, should not undertake the project or the construction of either system without Health Department approval. Density, design and flow specifications, subsurface soil conditions, and complete site plan details are essential to the review of this project. These considerations are reviewed completely at the time of SCDHS application. Thank you for the opportunity to review this application. If you have any questions, please feel free to contact the Office of Ecology at 631-852-5750. Sill ewly, 41Iia Priolo Environmental Analyst Office of Ecology Tkaqua CUTkawau CUTC1,10GUE FIRE DISTRICT .................. ........... .......... 260 ]N(,.�w Sxjff�.Ak Road, (DuAc,.hogue, NY 1. 1.935 -ie (631.) 734 6907 - Fxx (631) 734-7079 Telej.:fficn Over 88 E ri.aall. cutfd(� oj,-.A(:)1Ajne.n.et Years of Service June 15, 2018 Mr. Brian Cummings ?I Off Planning Board PO Box 1179 flam*q hard Southold NY 11971 Ref: McCall Wine Production Facility Dear Mr. Cummings, Having reviewed the site plan for the McCall Wine Facility,the Cutchogue Fire District finds the location adequately protected by a near-by town fire hydrant and has no other concerns, currently. Thank you for allowing us to review the site plan, we remain, Very truly yours, Board of Fire Commissioners Matthew J. Martin District Secretary OFFICE LOCATION: � ��" MAILING ADDRESS: Town Hall Annex � �� 4 P.O. Box 1179 54375 State Route 25 �� w°> Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 1M w , www.southoldtowuny.gov 0r w PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 5, 2018 Abigail Wickham, Esq. P.O. Box 1424 Mattituck, NY 11952 Re: Hearing - Proposed Amended Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue SCTM#1000-109-1-38 Zoning District: AC Dear Ms. Wickham: A Public Hearing was held by the Southold Town Planning Board on Monday, June 4, 2018 regarding the above-referenced application. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman LAW OFFICES WICKHAM, BRESSLER& GEASA, P.C. 13015 MAIN ROAD, P.O. BOX 1424 MATTITUCK,LONG ISLAND ERIC J.BRESSLER NEW YORK 11952 WILLIAM WICKHAM(06-02) ABIGAIL A.WICKHAM 631-298-8353 �'` [' JANET GEASA TELEFAX NO.631-298-8565 SU4- awickham@wbglawyers.com May 30, 2018 MAY a Attn: Ms. Heather Lanza Southold Town Planning Board ��n„u,��; "„71`°-' P.O. Box 1179 �� .- �� :..' rd �fwn Phin�.,v -. Southold,New York 11971 Re: Walker/McCall, LLC Winery Site Plan—Amended Application Premises: 22600 Main Rd., Cutchogue,NY 11935, SCTM#: 100-109-1-38 Dear Heather: Enclosed are the original affidavits of mailing and posting in the above referenced matter. Also enclosed is the original Agricultural Data Statement which has been sent by certified mailed to Pellegrini Holdings, LLC, Carnation Properties, Inc. and WW Farms, LLC. Via,• truly yours, G. ,. AAW/dm Abigail A. 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Allm a t r9 p°a ". ::Nlda`d�TU'0tisckiXT,eas-(c-di,a Liae t w �.,r 1: 4 (.1 a r=1 ❑Return Receipt(hardcopy) 0 tl Iia` r3 ❑Return Receipt(electronic) --• 5J r�"I„N „_ ";rvw, {nb3r6G ❑Codified Mall Reatdoled Delivery �Z (] []Adult Sl®nature Required z ❑AdoatSlunaiuniReaRru trr Delivery .Pji 3 om m co co 3:m W3 w TFat;a'( ss��d(aatd Fees .-. n N c � .+ ^� 6.70 - r a m ° ❑ ❑ 'recrGclr s¢`"tirr iir' C dux�d.------------------------------------------------------ S245 n own of Southold O b4 g r Cdr"rca� Z9 r` 9 ° o a (a . 3095 lea t�LL_,RoG . P.O... Boxe.1179 a° 2. Gd part 1" d _.._. m u ��o d, NY 11971 `Z ':re . e •• n e wee u, r. n a... a m D lo D n a, � D mommIlt rt o W �� h� m wm ® ca o rt It a 3,, w ' 02 b-i H. w cl N S -. (D fN (D (A O m _` g G o d m 3 3 raw N r �7 m rr� W 9C m a :, CL m (A ul W it Fmiak A. 9&s Lno +— " 2gwlWYl r .+ O N 0 f^iaetli'S.r.rviaar^§fu g^,fcF;+a&kros,a dtY fru"aPr7J d' J g l-1 0 {.�Return Receipt(h�ardc®pDr} � +�.,�. ._,� C � � y (D a7 Return 67eecm16xfl(mlac@rR+nlu) 4r" �'' SHer C3 '+ is 1-3F m - N y W ❑Cwtifled Mail Rm krWed @Dollaary HerYL' O C L 0 O 6::IAWDuIt Signature raaqul m s LrI ❑Adult lygncetura fiasmlrreteuR917aalrr^a �. (n N (D "* O Fe it tl};E4 � .w p C (�1D Ln — Cb .n m cn @ , S (D CD WW- Farms., o D. �I..a., _»._.�� - .. . _.._..............,_. W .. fare dt Jc'e Tal ._.. NYC 11952 W.__... ' -^ I -n 00010130P �o n� "Y R�tl 0 e N ^ Y W tl0p°Y• $$ A"D srY go 4 4A� y( Dip CL r)0 ❑ v v , 3 � '< °r . ® � � AFFIDAVIT OF 14A,ILING mailed notices in reference to This is to serve notice that I persona I ly/jqv9ta&the property known as 22600 NYS Route 25 (Main Road) , Cutchogue, NY 11935 line facing the street(s) where it can be ea1y , eTtat have checked to be sure the poster I'll I1 n pis e for seven days prior to the date of the ly(see separate Affidavit of Posting) 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 May 18, 2018—� _..... Donna McGahan ...._............ You ame (print) Signature P.O. Box 1424, Mattituck, NY 11952 Address May 30, 2018 ........ .... . .. ..a...... D e V w d1 C otaury l4ublic i AMY M BEASLEY NOTARY PUBLIC,STATE OF NEWYORK Qualified In Suffolk County Reg.No.01 B 50 39707 Cornrnlssl2n� February 7„ PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 6/1/18 Re: Proposed She Pian for the....McCall _Wine Production Facility SCTM#s: 1000-109-1-38 Date of Public Hearing: Monday, June 4,_2018, 6:01 p.m. AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as 22600 NYS Route 25 (Main Road) , Cutchogue, NY 11935 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 Jor seven days prior to the date of the public hearing' n May 18, 2018 �g , r receiptcar w - - e �. yproperty p: , r which are attar rear of fever ro erty why e.cards Of ympr-Gpe�_I3 i0h-1 r (see separate Affidavit of Mailing) Abigail A. Wickham Your 7Nae�(print) � /2"411 Signatur P.O. Box 1424, Mattituck, NY 11952 Address May 30, 2018 Date Notary Public T Notary ull , State of NOW York No. 01 DE6165687 Qualified in Suffolk County Commission Expires November 13,20_±- PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:00 noon Fri. 6/1/18 Re: Proposed Site Plan for the McCall Wine Production Facility SCTM#s: 1000-109-1-38 Date of Public Hearing: Monday, June 4 2018 6:01 .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: Walker/McCall, LLC Address: 275 Spring Street SW, Atlanta, GA 30303 Land Owner (if other than applicant): Land Owner Address: Description of Proposed Project: This amended application is for the proposed construction of a multi-level 7,237 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM#1000-109.- 1-38) adjacent to over 84 acres of land (SCTM#1000-116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District. Property Location (road and tax map #): 22600 NYS Route 25, Cutchogue; SCTM#1000- 109-1-38 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#1000-109-1-8.7 - Pellegrini Holdings, LLC, 23005 NYS Route 25, Cutchogue, NY 11935 SCTM#1000-109-1-10.1 - Carnation Properties, Inc., 10th Floor, 575 Madison Ave, Suite 144, New York, NY 10022 SCTM#1000-109-1-11 - WW Farms, LLC, P.O. Box 1424, 13015 Main Road, Mattituck, NY 11952 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 LU ,�J� un r, Qm CD Ln NA Z 16 T ("o J1 o 1111 T :I J0, At, R Rqffl 5;r' k a w Jil M 011 .............. 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: Walker/McCall, LLC Address: 275 Spring Street SW, Atlanta, GA 30303 Land Owner (if other than applicant): Land Owner Address: Description of Proposed Project: This amended application is for the proposed construction of a multi-level 7,237 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM#1000-109.- 1-38) adjacent to over 84 acres of land (SCTM#1000-116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District. Property Location (road and tax map ft 22600 NYS Route 25, Cutchogue; SCTM#1000- 109-1-38 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#1000-109-1-8.7 - Pellegrini Holdings, LLC, 23005 NYS Route 25, Cutchogue, NY 11935 ,/SCTM#1000-109-1-10.1 - Carnation Properties, Inc., 10th Floor, 575 Madison Ave, Suite 144, New York, NY 10022 SCTM#1000-109-1-11 - WW Farms, LLC, P.O. Box 1424, 13015 Main Road, Mattituck, NY 11952 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 Notice to Adjacent Property Owners McCall Wine Production Facility 22600 Main Road Cutchogue, NY SCTM#1000-109.-I-38 A. 2. 109 ..1....1..0.':1. A 109....1...8,"; it (Inw X61ddn! .is 4. 109A....40 v/5. IM-d 39 Peccx)mc LcAnd "T°� - /6. 109. 1......3 /7. \/8. /10. 1..1.6...1...'1..4 11. 1.1.6. 1-3.1 /12. 1.16.....1-33 /13. 1.1.6 1 1.0 /14. 1:1.6.....4...'1. OW-6A- /15. 116,.4-3.1. P /16. °1.16....5-1-3 ✓17. 1..1.6....5....2 ,,,r3h6kw ✓ ,,/18. 1.1.6._5...5 5o Y\ay lAer)r�v'sen /19. 11.6.-5 4 T� Corcor �rro� 20. :1.1..6._6 1.2 , T COUNTY OF SUFFOLK MAY 2 I 2018 Steven Bellonerwat ��n�9'°�� u. " SUFFOLK COUNTY EXECUTIVE — FImhiirIIg 13iDaII°d Department of Economic Development and Planning Theresa Ward Deputy County Executive and Commissioner Division and Environment Planning ironment May 22, 2018 Town of Southold 53095 Main Road P.O. Box 1179 Southold, NY 11971 Attn: Brian Cummings, Planner Dear Mr. Cummings: Pursuant to Section 23 91&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.. McCall Wine Production Facility 1000 10900 0100 038000 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 ZI Ari rew P. Fr, e APF/cd Chief Planner H.LEE DENNISON BLDG 0 100 VETERANS MEMORIAL HWY,11th FI n P.O.BOX 6100 01 HAUPPAUGE,NY 11788-0099 0 (631)853-5191 Southold Town Planning Board Worm Session — May 7 2018 -- Page 2 Project Name McCall W11 i11 ne Production Facility Amended SCTM#: l 1000-109-1-384 Location: 22600 Route 25, Cutch ogue Description: This amended application is for the proposed construction of a multi-level 7,237 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM109.-1-38) adjacent to over 84 acres of land (SCTM116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District. Status.. New Application Action: _ Completeness .. Attachments: Staff Report I J _ _ W Pro'ect Name , The Heritage at Cutchogue 2015 (Harvest SCTM#: 1000-102-1-33.3 Pointe Location: 75 Schoolhouse Road, on the n/w corner of Griffing Street and School pp ely 1,079 feet -n/.,o the Main Road, in Cutchogue. House Lane, a roximat , Description: This proposed Residential Site Plan is for development of 124 detached and attached dwelling, with a 6,188 sq. ft. community center, an outdoor swimming pool, one tennis court, and various other associated site improvements, on a vacant 46.17-acre parcel in the Hamlet Density (HD) ' Zoning District, Status: Approved with Conditions Action: Review Revised Architectural Plan & Pool Landscaping Proposal'',, )_ .. . Attachments Staff Report ....e. -- � - _ Project name: Liebert, Kenneth & Elizabeth SCTM#: 1000-54-3-14.8 .... . _ Location; i 6510 Hortons Lane, Southold Description: This proposal is for a Standard Subdivision of a 2.43 acre parcel into two lots where Lot 1 is 1.22 acres and Lot 2 is 1.21 acres located in the R-40 ... Zoning District Status: New Application Action: Completeness Attachments. ; Staff Report Project Name: John & Frances Re- SCTM# 1000-140-2-30 & 32 SubdivisionLocation: 800 Wickham Avenue & 305 Hill Street, Mattituck ............ 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: Completeness Attachments: Staff Report Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: McCall Wine Production & Storage Facility Completed by: Brian Cummings Date: May 7, 2018 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 site plan applications. (3) A completed environmental assessment form. Short (4) Nine copies of the site plan. �I (5) Four copies of a property survey, certified by a licensed land surveyor. B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. (b) The name and address of the landowner on record: [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 X Waive: use feet of the subject property, indicate the distance to the aerials, GIS and nearest intersection with a public street. site visit (g) A separate key map showing location and owners of all Waive: use adjoining lands within 500 feet, as shown on the latest X aerials, GIS and tax records, at a scale of one inch equals 100 feet. site visit (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. I Checklist for Site Plan Application Completeness Southold Planning Department (i) A complete outline of other existing easements, deed 4 restrictions or covenants applying to the property. (j) Existing zoning, including zone lines and dimensions. 4 (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 4 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, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, Waive; use GIS including curbcuts, within 200 feet of the boundary of the X & Site Visit subject property. Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address systems. (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. �l (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity 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 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. X 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 Planning Department Staff Report Site Plan Application Work Session — Completeness Date May 7, 2018 Prepared By: Brian Cummings I. Application Information Project Title: McCall Vineyards Wine Production Facility Applicant: Walker/McCall, LLC Date of Submission: April 20, 2018 Tax Map Number: 109.-1-39 Project Location: 22600 Main Road Hamlet: Cutchogue Zoning District: A-C II. Description of Project Type of Site Plan: Agriculture Acreage of Project Site: ±1.8 acres adjacent to 83 acres of Suffolk County Development Rights farmland Building Size 7,237sf (including basement) 17,100sf previously III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis This amended application is for the proposed construction of a multi-level 7,237 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM109.-1-38) adjacent to over 84 acres of land (SCTM116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District, Cutchogue. 1. Existing: vacant/undeveloped 2. Proposed: a. Construct a ±7,237sf winery production and storage facility (previously 17,100sf; difference of-9,863sf) i. Basement level: 4,245sf ii. Barn level: 2,992sf 6 b. Storm water drainage (no change): i. Three (3) 10' x 12' deep drywells ii. One (1) 10' x 8' deep drywell iii. Green roof system to be used for building run-off c. Sewage disposal plan: i. Sanitary system #1 (reduced; was 808gpd) (wine-making, storage, office @ 364gpd): 1. One (1) grease trap @ 8' x 5' deep 2. One (1) septic tank @ 8' x 5' deep 3. Two (2) leaching pools @ 8' x 9' deep ii. Sanitary system #2 (Wine processing; no change) 1. One (1) septic tank @ 8' x 4' deep 2. Two (2) leaching pools @ 8' x 6' deep d. Parking: i. Wine making: number of employees unknown (previously 5) ii. Wine Storage: (1 per 1 000s of gross floor area) 1. Basement level: 4,245sf 2. Upper level (barn): 2,992sf 3. TOTAL = 7,237 _ 1000 = 7.2 or 8 stalls required iii, Total required = 8* stalls (without employees) iv. Total provided = 10 @ 10' x 20' (stalls constructed in stone blend except for 1 ADA of compacted surface; e. Landscaping: i. Numerous mature shade trees are proposed to remain as part of the site plan ii. New plantings: Trees: 1. (1) thundercloud plum tree @ 3.5" caliper 2. (2) Littleleaf Linden @ 3.5" caliper (street trees) 3. (15) Eastern Arborvitae @ 6'-7' tall around dumpster enclosure Shrubs: 4. (12) Hinoki Cypress @ 4'-5' tall 5. (20) Hybrid Tea Rose @ 5 gal. 6. (16) Compact Spreading Yew @ 18"-24" tall 3. Bulk Schedule/Code Requirements (AC zone) a. Lot Coverage i. Maximum: 20% ii. Existing: 0% iii. Proposed: 8% b. Setbacks for the proposed buildin�AC) __........................................................ Required Provided Front yard 60' 244' Side E) 20 ...63 _ .e..... . Side(W) 20' (45 comb) 47' Rear yard 75' 47' (adjoins DRC* *Parcel adjoins other land of applicant/owner containing 83+ acres of Suffolk County Development Rights land c. Exterior Lighting: total site lighting reduced from 66 fixtures to 33 and total site lumens reduced from 18,649 to 13,125 i. (19) Bollards @ 3000K LED ii. (5) Eave Fixtures @ 3000K LED iii. (9) drive-over, in grade fixtures @ 3000K LED Staff: foot candles are shown at 0.0 or <_ 0.05fc at property lines and :53.56fc on site V: Staff Recommendations 1. Due to this being an agricultural application and not open to the public, the following application items are recommended to be waived: i. Separate key map showing the locations, names and widths of all rights-of-way within 500' of the subject site; Staff: use aerials, GIS and site visit ii. 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; Staff: use aerials, GIS and site visit iii. Separate key map showing all existing buildings and uses within 200' of the subject parcel and include key elements of those existing sites (e.g. buildings, curb cuts, parking area(s), landscaping, etc.). Staff: use aerials, GIS and site visit 2. It is recommended the application be found complete but in need of revision; in order to begin full review of this proposed site plan, require the following: Building elevations for all facades and floor plans showing the proposed use of floor area. 3. Set the public hearing for June 4, 2018, at tonight's public meeting; 4. Classify the action under SEQR as a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming. The action is for the construction of a multi-level 7,237 sq. ft. wine production and storage facility, including agricultural equipment storage. 5. Send referrals: Town Board, Town Engineer, Building Dept., LWRP, ARC, Cutchogue FD, Southold Fire Marshall, Code Enforcement, SCPC, NYSDOT, NYSDEC, SCWA. 4 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex 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 Uw w. PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Damon Rallis, Building Permits Examiner From: Brian Cummings, Planner Date: May 15, 2018 Re: Proposed Amended Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800' s/w/o Alvahs Ln. & NYS Rt. 25, Cutchogue SCTM#1000-109-1-38 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This amended application is for the proposed construction of a multi-level 7,237 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM#1000-109.-1-38) adjacent to over 84 acres of land (SCTM#1000-116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District, Cutchogue. Thank you for your cooperation. Encls: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex O 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 May 15, 2018 Mr. Matthew Martin Cutchogue Fire District 260 New Suffolk Road Cutchogue, NY 11935 Re: Request for Review: Proposed Amended Site Plan for McCall Wine Production Facility 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue SCTM#1000-109-1-38 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 amended application is for the proposed construction of a multi-level 7,237 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM#1000-109.-1-38) adjacent to over 84 acres of land (SCTM#1000-116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District, Cutchogue. Please contact me at (631)765-1938 if you have any questions. Respectfully„ Brian Cummings Planner Encls.: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex OF S ,r P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Peter Doherty, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planne Date: May 15, 2018 Re: Proposed Amended Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, 11,800' s/w/o Alvahs Ln. & NYS Rt. 25, Cutchogue SCTM#1 000-109-1-38 The planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This amended application is for the proposed construction of a multi-level 7,237 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1..8 acre reserve parcel (SCTM#1000-109.-1-38) adjacent to over 84 acres of land (SCTl1J#1000-116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District, Cutchogue. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-109.-1-38 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex rif "o P.O.Box 1179 54375 State Route 25 +�� Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) 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, Planne� Date: May 15, 2018 Re: Proposed. Amended Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800' s/w/o Alvahs Ln. & NYS Rt. 25, Cutchogue SCTM#1000-109-1-38 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This amended application is for the proposed construction of a multi-level 7,237 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM#1000-199.-1-38) adjacent to over 84 acres of land (SCTM#1 g0 -115.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District, Cutchogue. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-109.-1-38 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex O �'� P.O. Box 1179 54375 State Route 25 �+� !✓ Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtow-xmy.gov coulm r PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planne Date: May 15, 2018 Re: Proposed Amended Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800' s/w/o Alvahs Ln. & NYS Rt. 25, Cutchogue SCTM#1000-109-1-38 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This amended application is for the proposed construction of a multi-level 7,237 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM#1000-109,-1-38) adjacent to over 84 acres of land (SCTM#1000-116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District, Cutchogue. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-109.-1-38 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex 60'(/ P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY www.s outholdtownny.gov W PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Planner® Date: May 15, 2018 Re: Proposed Amended Site Plan for McCall Wine Production Facility Application Name: McCall Wine Production Facility Amended Tax Map Number: 1000- 109.-1-38 Location: 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, 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: ,I Site Plan Dated: 4/16/2018 Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Project Description: This amended application is for the proposed construction of a. multi-level 7,237 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM#1000- 109.-1-38) adjacent to over 84 acres of land (SCTM#1000-115.-1-2.2 & 3.4) with Suffolk County Development Rights in the. AC Zoning District, Cutchogue. Thank you for your cooperation. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex UP.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY www.s outholdtownny.gov UNTY PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 15, 2018 Mr. Eugene Smith NYS Department of Transportation 250 Veterans Memorial Highway Hauppauge, NY 11788 Re: Proposed Amended Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800' s/w/o Alvahs Ln. & NYS Rt. 25, Cutchogue SCTM#1000-109-1-38 Dear Mr. Smith: The following Site Plan is being referred to you for comments; please provide the following, as applicable: This amended application is for the proposed construction of a multi-level 7,237 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM#1000-109.-1-38) adjacent to over 84 acres of land (SCTM#1000-116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District, Cutchogue. For your convenience, we have provided directions below to access the entire file online. For further information or for an original set of plans, please feel free to contact this office. Project Name: McCall Wine Production Facility Amended Address: 22600 NYS Rt. 25, Cutchogue Tax Map #: 1000-109.-1-38 1. Go to the Town of Southold website www.southoldtownn . ov; 2. Click on the Town Records/Weblink Laserfiche icon on the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plan; 6. Click on Pending; McCall Wine Production Facility— Page Two — May 15, 2018 7. Click on SCTM# "1000- 109.-1-38". If there are any questions, you can contact us at (631)765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully, Brian Cummings Planner Encl. Site Plan Application OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � f P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov UPR`I, PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, Plann Date: May 15, 2018 RE: Amended Site Plan Application Review— Request for Comments pursuant to Southold Town Code §280-131 The purpose of this request is to seek comments from your agency; 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. The following contains information pertaining to the project under review. For your convenience, we have provided directions below to access the entire file online. For further information or for an original set of plans, please feel free to contact this office. Project Name: McCall Wine Production Facility Amended Address: 22600 NYS Rt. 25, Cutchogue Tax Map #: 1000-109.-1-38 1. Go to the Town of Southold website www.southollldtownn . ov, 2. Click on the orange Town Records blink Laserfiche icon on the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plan; 6. Click on Pending; McCall Wine Production Facility— Page Two — May 15, 2018 7. Click on SCTM# "1000- 109.-1-38. Requested Action: This amended application is for the proposed construction of a multi- level 7,237 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM#1000-109.-1-38) adjacent to over 84 acres of land (SCTM#1000-116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District, Cutchogue. SEQRA Classification: ( ) Type I (X) Type II ( ) Unlisted Contact Person: Brian Cummings (631) 765-1938 Enclosures: • Site Plan Application Form • Environmental Assessment Form 2 OFFICE LOCATION: , MAILING ADDRESS: Town Hall Annex V S 0P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 wwwsoutholdtownuy.gov COUN w PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission ' From: Brian Cummings, Plann� Date: May 15, 2018 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; 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. The following contains information pertaining to the project under review. For further information, please feel free to contact this office. Project Name: McCall Wine Production Facility Amended Address: 22600 NYS Rt. 25, Cutchogue Tax Map #: 1000-109-1-38 Requested Action: This amended application is for the proposed construction of a multi-level 7,237 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM#1000- 109.-1-38) adjacent to over 84 acres of land (SCTM#1000-116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District, Cutchogue. McCall Wine Production Facility Amended — Page 2 — May 16, 24 18 SEQRA Classification: ( ) Type I (X) Type II ( ) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan • Site Plan Application Form 2 OFFICE LOCATION: MAILING ADDRESS: x Town Hall AnneP.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Water Authority (SCWA) From: Brian Cummings, Planne C) Date May 15, 2018 Re: Amended Site Plan Application Review—McCall Wine Production Facility Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131, and LWRP Coastal Consistency Review The purpose of this request is to seek comments from your agency; 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; and The following contains information pertaining to the project under review. For your convenience and due to the size of the application materials, we have provided directions below to access the entire file online. For further information or for an original set of plans, please feel free to contact this office. Project Name: McCall Wine Production Facility Amended Address: 22600 NYS Rt. 25, Cutchogue Tax Map #: 1000-109.-1-38 1. Go to the Town of Southold website .so+utholdtownn . ov; 2. Click on the orange Laserfiche Weblink located on bottom left of the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plans; 6. Click on Pending; McCall Wine Production Facility— Page 2— May 15, 2018 7. Click on SCTM# "1000- 109.-1-38. Requested Action: This amended application is for the proposed construction of a multi-level 7,237 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM#1000-109.-1-38) adjacent to over 84 acres of land (SCTM#1000-116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District, Cutchogue. SEQRA Classification: ( ) Type I (X) Type II ( ) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: Site Plan Application Form 2 OFFICE LOCATION: �� MAILING ADDRESS: Town Hall Annex " solj' 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 0,110 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, Planne Date: May 15, 2018 Re: Proposed Amended Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800' s/w/o Alvahs Ln. & NYS Rt. 25, Cutchogue SCTM#1000-109-1-38 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This amended application is for the proposed construction of a multi-level 7,237 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM#1000-109.-1-38) adjacent to over 84 acres of land (SCTM#1000-116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District, Cutchogue. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-109.-1-38 Elizabeth Thompson, Chairperson °` Town Hall Annex Reynolds duPont,Jr. + 54375 Route 25 Ronald McGreevy „ PO Box 1179 Stephen Geraci Southold,NY 11971 Patricia Butler James Garretson . Telephone: (631)765 - 1892 Fax(631)765-6641. www,southolalwen ul Y.goy Town of Southold h"( y � " Architectural Review Committee Minutes 4:00p.m., May 10, 2018 Y Town Hall Annex Executive Board Room .,o , ..,�m, Members Present: Elizabeth Thompson, Chairperson; Ron McGreevy; Stephen Geraci; Patricia Butler; James Garretson; Brian Cummings, Town Planner; and Elizabeth Cantrell, Secretary The minutes for the April 12, 2018 meeting were approved. Introduction: All applicants will give a presentation consisting of drawings, exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes, and be made part of the Planning file for that application. The Planning Board will consider these recommendations, together with all comments from other agencies, and provide the applicant with a comprehensive written list of its requested revisions. Amended Site Plan Applications: McCALL WINE PRODUCTION FACILITY SCTM# 1000-109-1-38 Isaac Clay Coffey &Brian Cummings presented this proposed amended application is for the proposed construction of a multi-level 7,237 sq. ft. wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM109.-1-38) adjacent to over 84 acres of land (SCTM116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District, Cutchogue. The Committee approves the project as it was submitted today. Motion made and seconded. All Ayes. �zabeth Cantrell, A.R.C. Secretary OFFICE LOCATION: � ' MAILING ADDRESS: Town Hall Annex to) + 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 our��, PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 8, 2018 Abigail Wickham, Esq. P.O. Box 1424 ' Mattituck, NY 11952 Re: SEAR Classification & Set Hearing - Proposed Amended Site Plan for McCall Wine Production Facility 22600 NYS Rt. 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue SCTM#1000-109-1-38 Zoning District: AC Dear Ms. Wickham: The Southold Town Planning Board adopted the following resolutions at a meeting held on Monday, May 7, 2018: WHEREAS, this amended application is for the proposed construction of a multi-level 7,237 sq. ft. wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM#1000-109.-1-38) adjacent to over 84 acres of land (SCTM#1000-116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District, Cutchogue; WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), has determined that the proposed action is a Type 11 Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming. The action is for the construction of a multi-level 7,237 sq. ft. wine production and storage facility, including agricultural equipment storage; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is a Type 11 Action and not subject to review under SEQRA; and be it further McCall Wine,Production Facility Amended. - Page Two May 8, 2018 m� RESOLVED, that the Southold Town Planning Board sets Monday, June 4, 2018 at 6:01 p.m. for a Public Hearing regarding the Site Plan entitled "McCall Winery Barn", prepared by Howard W. Young, dated April 16, 2018. Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Annex. Please return the enclosed Affidavit of Postinc, along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday-, June 1st. The si nand the ost need to be returned to the Planning Board Office after the ublic hearin is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman Encls. Southold Town Planninq Board Notice to Ad'acent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for an Amended 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#1000-109-1-38; 3. That the property which is the subject of this application is located in the AC Zoning District; 4. That the application is for the proposed construction of a multi-level 7,237 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM#1000-109.-1- 38) adjacent to over 84 acres of land (SCTM#1000-116.-1-2.2 & 3.4) with Suffolk County Development Rights in 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 (2nd Fl., 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: 1. Go to the Town of Southold website www 0Utholdtownny gPv; 2. Click on Town Records Weblink/Laserfiche icon located on the home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to: Jessica�M @SOUthold town n . ov; 6. That a public hearing will be held on the matter by the Planning Board on Monday, June 4 2018 at 6:01 .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: Walker/McCall, LLC Date: 5/10/2018 Notice to Adjacent Property Owners McCall Wine Production Facility 22600 Main Road Cutchogue, NY SCTM#1000-109.-1-38 1. 109.-1-11 2. 109.-1-10.1 3. 109.-1-8.7 4. 109.-1-40 5. 109.-1-39 6. 109.-1-3 7. 116.-1-1.1 8. 116.-1-1.2 9. 116.-1-1.3 10. 116.-1-1.4 11. 116.-1-3.1 12. 116.-1-3.3 13. 116.-1-10 14. 116.-4-1 15. 116.4-3.1 16. 116.-5-1.3 17. 116.-5-2 18. 116.-5-3 19. 116.-5-4 20. 116.-6-1.2 w„ �"`'n �4` Ott ON'�36 Ott 6t`Jia 33S / ✓ 3 ry .^.bey ✓ 5.ms's �� `"-7� ✓---. _ � a x a tia,:a 4 ,' ✓" S d �� O , �� J o r ) « e { to60 Ho nvmaa v sir r ` l o �� LL tl x'R ..,. .. � ... " ar .. rte. IP w se s may'�✓ ✓� �.--w= o q a I .,,�d" � ✓t `�/�°�y�Y X44� � r'��, � ®� O °I'�--`._`____, z I a��. r �` �...yam, ��r� y rf.�"� �,uuu�+ -r�r"-"� " " � � � •q, ( q � � �" ��, ti �4.�✓ a, � F "fir 4 M � ✓`` a '"�." �m `��" v� � V �� i T ` a d ...t `` ��' *w 'i'! '• ✓,,r' �,f,, `ham «,«, ✓ m ,""°, gig ° B n � !r II ....... ............ 2 I Li J�/ 1 4 k o I DRT ID Do VS ---------------- ------ -----------z grzk Gn 06a'd 4 ?X o 8 1 LI 1161 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: Walker/McCall, LLC Address: 275 Spring Street SW, Atlanta, GA 30303 Land Owner (if other than applicant): Land Owner Address: Description of Proposed Project: This amended application is for the proposed construction of a multi-level 7,237 sq. ft. (including basement) wine production and storage facility, not open to the public, including a 2,992 sq. ft. timber barn for agricultural storage to be constructed above a 4,245 sq. ft. winery on a 1.8 acre reserve parcel (SCTM#1000-109.- 1-38) adjacent to over 84 acres of land (SCTM#1000-116.-1-2.2 & 3.4) with Suffolk County Development Rights in the AC Zoning District. Property Location (road and tax map ft 22600 NYS Route 25, Cutchogue; SCTM#1000- 109-1-38 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#1000-109-1-8.7 - Pellegrini Holdings, LLC, 23005 NYS Route 25, Cutchogue, NY 11935 SCTM#1000-109-1-10.1 - Carnation Properties, Inc., 10th Floor, 575 Madison Ave, Suite 144, New York, NY 10022 SCTM#1000-109-1-11 - WW Farms, LLC, P.O. Box 1424, 13015 Main Road, Mattituck, NY 11952 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 %y rr Z a i o w 2 1 04l'ON a363�9 — C �� UQ • t, r 1 - b1 6,tl3 YY3 9v�i a 1 r/ � � �-' w ✓ as �xv>u,�iv� _ � � I �, o o 2 w ir F :k �" � ✓ '+"�. ;/ �' - �, A �� .. �" iii � ` (. Ys �h. 1 rF'v' y.. .✓ A �.l\ �' u.,l"� 1�. �, caEIX� i I (� � '` '` Y `� J �✓" t�.�, � Kra,�,.�,,.z� .�:'_� ... I r / HP ✓F 'x` ��ua ✓ tt ti� E g �IL'OF!'03S a35 `•,� �=�� fi,p�9 q[[$gg h h S Y r I -- 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 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. 6/1/18 Re: Pro osed Site Plan for the McCall Wine Production Facility SCTM#s: 1000-109-1-38 Date of Public Hearing: Monday, June 4, 2018 6:01 ,m w � = a- --I � N3N : 0 CZD 0 :r -a . cn � 0� �,, CD O O S. a CD 2) o • o =< M � _ _ 0' rn E" o CD go CD Q - -• O co ° Q. Z 3 (M U) 0 cD W CD c M0000 O 0 O to o 0446 o v N 0 o� • (D _ = Q cn r G 0 MIL -t S O n G =1A O �D 0 � aCD = rMM 00 M co ru.r CD r_ o > *,a o 4PI- O � O = 0 < r•r M F3' n O O O CQ � N � �D 0 r� o � , � _ _ M _ = NP' � _. < Cl)0 . � CD r.L K) CD 4 oo � .� C) 00 z Nom, o N CDD CL 90 (Q Submission Without a Cover Letter Sender: l�e� o v...... _.. Subject: WA�� SCTM#: 1000 - 1 cot — �j O Date: Comments: LAW OFFICES WICKHAM, BRESSLER& GEASA, P.C. 13015 MAIN ROAD, P.O.BOX 1424 MATTITUCK,LONG ISLAND ERIC J.BRESSLER NEW YORK 11952 WILLIAM WICKHAM(06-02) ABIGAIL A. WICKHAM 631-298-8353bF JANET GEASA TELEFAX NO.631-298-8565 p6 h L,MT,,�>-. awickhamCwbglawyers.com April 20, 2018 Attn: Ms. Heather Lanza .. Southold Town Planning Board P.O. Box 1179 ` Southold,New York 11971 Re: Walker/McCall, LLC Winery Site Plan—Amended Application Premises: 22600 Main Rd., Cutchogue, NY 11935, SCTM#: 100-109-1-38 Dear Heather: The McCalls have decided to downsize the agricultural storage/winery building which was granted site plan approval by your Board on October 3, 2016. There is no proposed change in use or occupancy from the original application, but the physical scope of the project has been reduced by 9,863 sq. ft. Accordingly, we enclose: 1. Amended Site Plan Application Form; 2. Application Fee in the amount of$250.00 payable to Town of Southold ; 3. Applicant's Affidavit; 4. Agent Authorization Letter; 5. Applicant's Transactional Disclosure Form (2); 6. LWRP Consistency Form; 7. Short Environmental Assessment Form; 8. Nine sets of the site plan prepared by Young & Young dated April 16, 2018, consisting of: a) boundary survey; b) alignment & lighting plan; c) grading & drainage plan; d) water supply & sewage disposal plan; and e) stormwater management control plan Please advise if anything further is required for your staff review and Planning Board acceptance of the application. 7W�'; uly yours, . AAW/dm Abigail A. Wickham encl.30/shdpbsiteplanMcCallamended2018 SOUTHOLD PLANNING BOARD AMF-Nt)E'b SITE PLAN APPLICATION FORM Site Phan Name and Location Site Plan Name: me_ d Application Date: 2o/F Suffolk County Tax Map#1000-101- Other SCTM#s StreetAddress" Z-4-7-600 Mally'l 7zj� l Hamlet, Distance to nearest intersection: Type of Site Plan: New 1�nietided Residential Zoning District Owners/Agent Contact Information Please list name, nunhy ss, andPhoeie number lbr the pec�ple below: .. ....-------........ Property Owner ltkl ........... Street /V1111 I �0 /4" 1?— to.? .. ............ Y City ... State— G-A---------------------- . .............. Home Telephone Other ........... ApplicaW .............. .................. ... Street ...................... City_.,.. .....,............ Home Telephone—............ . ............................. Other ................................ Applicant's Agent or Representative: Contact Person(s)* StreetGay Iq 2 V ...... .......................... ........ clty i 1�.. ll,. 111,11,.......... Office Telepiiotie 6 31��M'- Other a 40/c/Moror)(0 vs, *Unless otherwise reqUested, correspoMence will be sent oil y to the contact person noted here, Sate Placa Application Poria 211812010 Site Data Proposed construction type: New Modification of Existing Structure Agricultural Change of use Property total acreage or square footage : ... _, sq• ft. Site Plan build-out acreage or square footage: ZS` Y,./sq. ft. here an existing or proposed Sale of Development Rights on the – Is there g property? Yes No A EJB � � t If yes explain: —.._ Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y✓ N_ If"yes", explain(and attach any necessary documentation–title report, subdivision approval, etc.) Building g Department Notice of Disapproval Date: / / Jy11,4 Is an application to the Southold Town Zoning Board of Appeals required? Yes No 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 .. f'f ) �l'� ....... .... __ _. List all proposed property uses:... ZJ!I� rtykp�e Other accessory uses: g g % Proposed lot coverage: Existing lot coverage: Gross floor area of existing structure(s): . ,_._sq. ft. Gross floor area of proposed structure(s), ..... . � � .. i�� tn �... .. ,...—.... .of �o��,ased spaces: Parking Space Data. 9 of ext �g spaces C� # �.. 1 _�....d p es � I oading Berth. Yes.: No......�ea Landscaping Details: Existing�landscape Coverag e.. . .. Proposed o. osed la.e„n dscape cover<oe %� .�eee ....� ..... _.Wetland.s........—Is this pi-operty w...rt..,..�m 500.. .of a wetland a.m_r.ea? Y..e.. s Noway...... e X— v ()' .;� �..� I, the undersigned, certify that all the above information is true. ; %. .... Date Signature of PreparersM w .. � ��. 2 Site Plan Application Form 2/1 ,12010 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK .I)eig ; duly sworn, deposes and says th�tpc . A Y 1S` State of New York, and than is the owner of property located gat � �11�(/� C/, m c Cr -- l C - 3<9 , or that he is the Me !'f E^rpt o l tlac '�t„/ r�a`��c �, (� f M y � �� j!�� -�+� (Title) _ � (speedy whether Partnership or Corp.) Ir rtM � r -a44d sai(I r� r� is the owner of the,1110vc property. which is h�rc l�� n��tl�ing 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 bats nand as to roads; that lie has ex arninecl aallm rules and regarlaatiaans adopted by the Planning Board for the filing of Site Plans andii l Comply with same; that the plans submitted, gas 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. r a Signed Owner Signed LC (Pal ner or Corporate Officer and Title) Sworn to me this / State of New York Notary a�ablic � OOtIN Ota �Iotary Public, �ta� No. ()1 MC485°t 459 ouallf6ed in Suttolk County o rrrlisston Expires Aug. 1.8, 209 CONSENT-AGENT AUTHORIZATION Re: wner® Walker/McCall, LLC Premises: (no#) Route 25, Cutchogue,New or 11935 SCTM#: 1000-109-1-38 Russell C. McCall, as Manager of Walker/McCall, LLC, the owner of the above referenced property (the "Premises"), does hereby consent to its: Attorneys, Wickham, Bressler& Geasa, P.C.; Surveyors, Young & Young; and Engineer, Thomas C. Wolpert, P.E. of Young& Young and any other engineers, agents, or other contractors retained by any of the above, and any of their representatives and/or agents,to make applications to any authorities or agencies having jurisdiction over said Premises for site plan approval of the winery storage building on the Premises and all related applications to any agencies or boards having jurisdiction, including without limitation To of Southold Planning Board, Town of Southold Building Department, Suffolk County Department of Health Services, Suffolk County Water Authority, and NYS Department of Transportation, and for any other matters required to obtain such approvals. This authorization shall include all matters in connection with those applications. Dated® March-26, 2018 Walker/*Call, LLC By: , " "'",- - --y6- Sworn to before me this Rt.isse'l C. McCall, Manager .... day of Mcjrcli, 2018 TRACY Cy SUSKEY Notai `7 Commission#FF 899289 Expires September 13,2019 P 4N Sondtd Thru TMy FaIn Jnsurlv�MWO19 Em 211consenI2018sileplanniccall Southold Planning a rte r 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: l �c L L- _�.._ n Last,First,middle initial unless you are applying in the name of someone else or other entity, such as a company. ff so, indicate the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site flan cam_ Other(Please name ether activity) ,wtoVIJM v�t' Do you personally(or through your company,spouse,sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood, marriage or business interest. "Business interest"means a business, including a partnership, in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares, Yes No If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C.an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: Submitted this day o lgS'2 l 119 i< LlkQ✓'/MC C,,,I� L_t,e' � -r, r►rd ' ,+ l� age tV SignartGala�� tl�,1��.� "��. r�.•rlt.�. �1.�'�l`l:a�a . P'-1.,...... Print Name—,A07-64 d .,,,,09,4 W4C Disclosure Form Southold PI! gjLq-rtIneI'q Applicant Transactions[Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and crnplc�yccs. The poq,)ose of this forni is to provide int"orniation wiflch cati alert die town of possible conflicts of interest and allow it to take wliatever action is necessary to avoid sarne. Your Named ,j 'Idic,initini J.,ast,j,'irst,Ind, unless you are applying in the napne olsomeone uh,e or rtprer enhiy, aromas a company, If go, indicate the Wherperson's or company's name. Nature of alp plicatiow (Check all that apply) Subdivision or Re-subdivision Site Han Other(Please name other activity) Do yoo personally(or thr"Migh yow�conpany,sjva.Isc,sibling,parent or child)have as relationship with any officer or employce of the Town of souihokr" inchuics by blood,Imarriage or bosincss interest. "flusin"s interest"nwan's a business,including a pinl1r.o6 ip,it,wjjkWh tile j(,)%vsj()fficcr or cnaployce has even a partial ownership of(or employment by)a corporatioa in which the lovai officor or el"PlOYOC QW115 More tht,111 5%of the shares. Yes NoV- If you answered"Yes"complete the balance of this form and date and sign where indicated, Name of the person employed by the Town ofSouthold Title or position of that person Describe the relationship between yourself(the app lica6t)and the town,officer or employee, Either check the appropriate line A through D and/or describe in wiie'spa�e 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 appficant(when the app iicant is it corporation); B.the legal or beneficint owner of any interest in,a noncorporate entity(when the applicant is not a corporution), C.an officer,director,parloir or employes of the applicant-,or R the actual applicant Description of Relationship- . ------- ........... ....... Submitted this day of March, 2018 PrintNamc Disclosure Forma Walker/McCall—AMENDED Winery Site Plan SCTM41000-109-1-38 22600 Main Road, Cutchogue, NY 11935 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1.All zApplicants 1by permits*including own of Southold agencies,shall complete this CCAF for proposed actions that are subject to the Town of Southold Watedrout Consistency Review I aw.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 ol'Smahold Local WatcrfroW RQvitAiza0cin Program,A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of'Southold'hmfn) 3.If any question in Section C on this form is answered"yes",then the proposed action may afl,ct the achievement of the 1,WRP policy„utndards and conditions contained in the consistency review law.Thus,the action should be analyzed in more detail and,if necessary,modified prior to making a determinaboit that it is consistent to the maximum extent practicabk,with the LW[W poky apt ural tads wand C-011diflOrIS Wan action cannot be certif'wd as consistent with the LWRP policy standards and conditions,it shall nol,lac undertakcn. A copy of the LWR11 is availatfle in the following places:online at the Town of Southold's website(southoldtown.northfork.no).itic Hoard oi'Trusrc,�i(Alice,dye Planning Deparnnenl,all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000— 109-1-38 PROJECT NAME NIXgl I VjqOtt I jncry The Application has been submitted to (check appropriate response): Town Board Planning Dept. X Building Dept. X Board of Trustees ZBA 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: X Site Plan) - Amended Nature and extent of action: To construct winery/agricultural storage building; Proposed building is a two story, 7,257 Sq. Ft. building (2,992 sq ft barn with 4,245 sq ft underground storage/winery). Location of action: 22600 Main Road, Cutchogue,NY 11935 Site acreage: 1.8365 acres (adjoining 85+ acres of farmland with 84+ acres of development rights sold to Suffolk County, Tax Map No. 116-1-3.5, 109-1-40 Present land use: A-C Vacant and ag production Present zoning classification: A-C 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: Walker/McCall, LLC (b) Mailing address: Wickham, Bressler & Geasa, P.C., P.O. Box 1424, Mattituck,NY 11952 (c) Telephone number: Area Code (631) 298-8353 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? NO If yes, which state or federal agency? 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. Yes No (Not Applicable ) YES. This property was part of the collaborative effort of Southold Town, Peconic Land Trust, Suffolk County, and Russell C. McCall to acquire the Ft. Corchaug/Downs Farm Preserve and farm property from Baxter, terminate the major subdivision application, and preserve the vast majority of the property for parkland and agricultural production. This project uses space in the Reserved Area for building area when Suffolk County acquired the development rights to the farmland and Southold Town acquired the Downs Farm Preserve/Ft. Conccaug property. This project fostered the pattern of preserving open space and using existing infrastructure and developed area to the extent possible. A winery was, from the inception of the project, contemplated to be constructed on this parcel. 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 1 Yes . See answer to Policy 1. Ft. Corchaug was preserved, and Peconic Land Trust has a Stewardship Center and Interpretative Center as a result. Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes No (Not Applicable) YES —This project uses the development area of the farmland preservation program, and the building will be set back from Main Road behind to minimize visual impact. It is set off on one side of the property, backed by the Woodland of the Downs Farm Preserve, so the adjoining views over the farmland and vineyard are not impacted. 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 No (Not Applicable) NOT APPLICABLE Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III—Policies Pages 16 through 21 for evaluation criteria Yes No (Not Applicable) YES. All construction will be in conformance with Suffolk County Sanitary Code. 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 III—Policies; Pages 22 through 32 for evaluation criteria. Yes No (Not Applicable) NOT APPLICABLE Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III— Policies Pages 32 through 34 for evaluation criteria. See Section III—Policies Pages; 34 through 38 for evaluation criteria. Yes No (Not Applicable) NOT APPLICABLE 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 (Not Applicable) NOT APPLICABLE PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. Yes No (Not Applicable) NOT APPLICABLE 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 No (Not Applicable ) NOT APPLICABLE 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. Yes No (Not Applicable) NOT APPLICABLE Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. Yes No (Not Applicable) YES. The economic benefit of this winery building improves the agricultural viability of farmland in the Town of Southold, specifically the acreage owned by the applicant. It completes the farmland preservation project described in Policy 1. 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 No Not Applicable— YES. Building will be partially underground for energy conservation; current technology and design will enhance energy. The farm contains a windmill which provides an alternate energy source to fossil fuel. Pi ejx l by , Ai ��i� .. WickhamAgent for � Walker/McCall, LLC. April 19, 2018 Short Environmental Assessment Form Part 1 -Project Information Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. ..Part 1 -Project m.. --__,. ....m. .... ._� -.... ..., _�...... .-.-_.-m .� ....e. w.�..�, and Sponsor Information .... ........ Name of Act _... _ ...... ion or Project: McCall Barn/Winery(formerly McCall Wine Production Facility) Project Location describe,and attach ....._ � ( h a location map): 22600 Main Road,Cutchogue,NY 11935 Brief Description of Proposed Action: Construction of winery,winery storage,agricultural storage barn:Amended site plan for smaller facility l icant� ..... -,, ...m...� _... .._ ..._. ....... Name of Applicant or Sponsor: Telephone: 631-298-8353 Walker/McCall,LLC E Ma _A �.._ ...-.....__.. ._-m.... ....... il° awickham@wbglawyers.com - ddress: - PO Box 1424 City/PO: State: Zip Code: Mattituck NY 11952 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ✓❑ El may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: Southold Town Building Dept.-building permit Li Suffolk County Dept of Health Services-updated Health Dept.approval 3.a.Total acreage of site of proposed ag p p action? �1 84 acres b.Total acreage to be physically disturbed? .9 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 87 acres 4 ....0heck all lanTT ........ .. d uses that occur on,adjoining and near the proposed action. F-1 Urban [Z]Rural(non-agriculture) ❑Industrial ❑Commercial ❑,Residential(suburban) ❑Forest ZAgriculture El Aquatic ❑Other(specify): [Z]Parkland Page 1 of 3 5. Is the propose.. d action, � NO_ YES N/A a.A permitted use under the zoning regulations? El ❑ ❑ b.Consistent with the adopted comprehensive plan? ❑ Z 6 Is proosed action consistent with the predominant character of the existing built or natural NO . ES landscape? ❑ ❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify Z ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? YES � ❑ b.Are public transportation service(s)available at or near the site of the proposed action? rEl mv c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? Z ❑ 9. Does the proposed action meet or exceed the state energy . _._ code requirements? NO YES If the proposed action will exceed requirements describe design features and technologies: El P(I m.... ........ �p.. _ _ ........ ....... ..... 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: E Y. , PP_. Y Services — subsurface sancta s �tcmt�a roved b Suffolk Co Dept of Health Se ..... a m__ _..___ 12.ITa.Does the site contain a structure that _ _ —. is listed on either the State orr National Register of Historic NO YES Places? Z b.Is the proposed action located in an archeological sensitive area? 13.a.Does aswetlands or portion erb the to o the proposed a action,or lands adjoining the proposed action,contain NO Y othe reg federal state or local agency? genc ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ✓❑ ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: -- - mm -� 14. ❑Shoreline typical habitat es that occur❑oAgr Agricultural/grass a found on the � � ...... Identify yp' types are likely to b project site. Check all that apply: ands mEarly mid-successional ❑ Wetland ❑Urban ❑Suburban 15. Does the site of the proposed action contain any species of animal or associate ...... ed habitats,listed N.. YES by the State or Federal government as threatened or endangered? Z 1 16. Is the project site located in the 100 year flood plain? _... - -- � NO YES 17.Will the proposed action create storm water discharge,either from or point r - ' non-point sources? NO YES If Yes, n a.Will storm water discharges flow to adjacent properties? NO DYES �—I b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO ®YES On.site_catr h,baains ....... .. ...... �.__ ®.. _......._ _ - ........... ......... Page 2 of 3 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 1-11,.................... 11......... . ....................... ............................ ......... ................. �................................ L!�J ......................... ........... ....... ....... ...... .................. ......................... ....-... ....... ............................................ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? ' IfYes,describe: ------- "I'll"----------- . ......11-................................ ---------------- ---------- ....... .......... ................. I I I'll-,-............. I......................... 1------......----......... --"........................ 1111-111............ ................... 11111-1-.................................. 20. Has the .............................. ........ .............................. .......................... ............................site of the p ............ -1-1,.................................. roposd action or an adjoining eproperty been the subject of remediation(ongoing or NO YES completed)for hazardous waste? IfYes,describe:- .............-.................................. ........................... ............... ..... "I-------......---..........-1—_---- ...... .................. ............................... ----------- .................... --------- ....................... ......................---------- ............................. .................................I--------. ....... ............ ......................... ..................... ............ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Wa[ker/ oc A)igafl A Trustee,Member Date: Apri116,2018 ............................. d Signature: A ----------- PRINT FORM Page 3 of 3 L—. McCall Winery Site Plan Amendment Scope Date:April 20, 2018 To: Heather Lanza Southold Town Planning Department Director Ms Lanza: Our client,Walker/McCall LLC I, has amended its plans for a proposed winery in Cutchogue.This document outlines how the plans for the winery have been amended. Programatically,the project is very similar to the originallyapproved site plan but the physical scope of the project has been reduced by 9,863 sqft, and the currenfly proposed winery is now contained in a smaller 7,237 sqft building. Below is a detailed outline of the items that will be amended in this application. Please feel free to call me(347-276-6093)with any questions about this document or the application. Best Regards, Isaac Clay Coffey NYS Architect License#039767 ,ttr�_t.' o. t oltLut�r.��ts Clay@isaac-rae.com McCall Winery Amendment Scope I. Use and Occupancy: • No proposed change in use or occupancy from original application o Proposed uses:wine making,wine processing, storage, industrial/storage,wine tasting private, agricultural storage II. Site Plan • Proposed building size to be reduced from 17,100Sgft to 7,237 Sqft • No change to curb cuts or vehicular access. • No change to stormwater ca'td° basins or dry wells at entry,. • M,hnaar change to stor°mwal.er catch basins for roof runoff amount of surface area is reduced in this plan and it rerluires less stornrwa'ter retention, • No change to fide department access or vehhcrrlar turning radius. • Minor change to proposed Location of fire hydrant. • No change to parking in either size or rfuarltity(10 stalls). • No change to approved lighting fixtures. • Total proposed lighting is reduced from the approved amount of 66 fixtures to 33 light fixtures. • Total light lumens reduced from previously approved amount of 18,649 to proposed amount of 13,125. • No change to proposed signage. • Minor change to location of underground utilities(electrical, gas,water). • No change in scope or amount of underground utilities. • Minor change to location of trash enclosure to SccoITImodate emergency generator. • Proposed building is set back further to the interior of the site: building is set back 244' frorry north property line, 47'from west and south property lines,and 63' from the east property Imre. • Change to site grading and retaining walls: see drawing 2 of 5 "Grading and Drainage FlIa mr" • No change to engiineered surface specifications. • Planting plan and planting schedule has been added to the site plan. ISAAC-RAE ARCHITECTURE STUDIO NEW YORK &THE NORTH FORK 1 IsaBC�[R,,ae 11�75NainDavv/ewhnad McCall Winery Site Plan Amendment Scope UL Sanitary w Proposed sainitary1 has been reduced in size to accommodate the smaller winery factfity, Originally approved sanitary system was for 808 GPD, amended systern is sized for 364 GPD, Re�,Juction is the resuft of the overwl 0 No change to sanitary system no. 2 (wine processing system has not changed). |\[ Winery Facility w Facility square footage amended from originally approved iO.912oqft0o7.257 mqN * Basement elevation amended from FFEL1O.0O' 0uproposed FFEL23.00.. w Barn level elevation amended from FFEL42J5'10proposed FFEL43.00' w Egress locations have changed, but nochange innumber nfexits. ----------------------------------------------------------------------------------------------------------------- |SAAC-RAEARCH|TECTURE8TUO|ONEVVY[)RK&THENORTHFOF(K 2 MEMORANDUM To: Accounting From: Planning Department Date., April 20, 2018 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. -Applicant/Pro ect Name & Type Tax Map # Amount Check Da....._M. to/No. Walker/McCall LLC Winery_ .. 109-1-38 $250.00 4/19/2018 #21510 Amended Site Plan Application ALP Att. MAIC . 2:1510 WICK AI° ,,,BRES L R ,G ASA, P.C, � r a "ter NY' 11952 ATTORNEY BUSINESS ACCOUNT � 13015 MAIN ROAD P.O.BOX 1424 50-791('214: MATTITUCK, hGH' 11652 4/1912018' r (631) 298.8353 RDERTHE Town of Souihold $ "25U0 OF ]"woll6ndedFill ;4an(IOW100** 4,*-%*maoF4 Im„,m**4*0u� ��a��aT� �w��m��r � � ��aw��re��a� �a;w�� ta��a� DOLLARS Town of Southold 4/6"ale' u? � MEMO , McCall,'t1 11102L5L01I1' 1:02L4079L2i:I11'422411100236 211i1' NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 01-25-2018 2 3 4 5 6 DRAWING REVISIONS NO. DATE REVISION 1 J 2 UJ 3 a d 4 0 5 LL 6 O z O 2 x UJ a z w 3 THIS APPLICATION IS APPROVED ONLY FOR WORK U INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL a OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR w TO BE CONSIDERED AS EITHER BEING APPROVED OR IN x ACCORDANCE WITH APPLICABLE CODES. F- D 0 x a Consultants: 0 0 Young & Young w J O x Z F- H U Alk mmmw& N F- N zMCC BAFi O 0 U Architect of Record: W U Sheet List ISAAC - RAE a 0 Sheet Number Sheet Name Sheet Issue Date 167 MADISON AVE #302 New York, NY 10016 ZG-000.00 Cover sheet 01/25/18 Contact; Isaac Clay Coffey UJ NYS LIC#039767 a A-001.00 Proposed Site Plan 01/25/18 T. 347-276-6093 E. clay@isaac-rae.com o A-101.00 Cellar Plan 01/25/18 z A-102.00 First Floor Plan 01/25/18 0 A-201.00 Elevations 01/25/18 0 A-202.00 Elevations 01/25/18 Z A-203.00 Elevations 01/25/18 A-300.00 Sections 01/25/18 z a w U V Q z CU J J J J Q U U YProject: J McCall Barn / Winery O 22600 NYS Route 25 UJ iL Cutchouge New York 11935 a. UJ x Project No.: W I R-02 a z Seal/Signature: w W W x x 0 CLAY C f tr 03976 o in z � . OFN�� a C z 0 W 0 J J Q Date: Scale: AS NOTED Drawing Title: Cover sheet c0 T ICT T C�N flnV .__ QO if- � n,I19E_'..__f1y Si Drawing No.. C ) h4"Ay Q 7 20180 0 d' 77 NOTES GREEN BUILDING MEASURES MATERIAL LEGEND LIGHTING SCHEDULE PLANTING SCHEDULE 1. ALL NEW WOOD SIDING,TRIM&ROOFING TO BE FSC CERTIFIED. TYPE MATERIAL COLOR/FINISH REMARKS 2. ALL CONCRETE TO BE HIGH FLY ASH.SPECIFICATIONS TO CONFORM TO AMERICAN CONCRETE INSTITUTE(ACI)MANUAL CONCRETE PRACTICE,SECTION 211.1. EXTERIOR SIDING CLEAR CEDAR BOARD AND BATTEN SIDING.1"X 12"BOARDS WITH 1"X C AND BETTER CLEAR WESTERN RED CEDAR 2"BATTENS QTY. 5YMBOL DESCRIPTION TYPE HEIGHT LUMENS L.L.F. GGT TREES 3. BARN STRUCTURE IS ADAPTIVE REUSE AND EXISTING BARN HAS BEEN SALVAGED AND WILL BE RECONSTRUCTED. LOX WLLARD LED QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT DRAWING ISSUE EXTERIOR TRIM 1"X 4"-1"X 8"CEDAR BOARD C AND BETTER CLEAR WESTERN RED CEDAR FINISHED WITH CABOT CAT.NO.ULB-106-41-2orv--00-120V 4. ALL HVAC COMPONENTS TO BE SEER 13 OR GRATER. CLEAR SOLUTION SEALER w AS MANUFACTURED BY LI6MAN BOLLARD 59" 615 1.0 5000 K I FCT PRUNU5 CEwsIFERA THUNDERCLOUD' THUNDER,' PLUM 5.5 CAL Bee L'T LI&HTFINISHNS AS SEISA LECTED ECCTED 5 OY YINER. 2 TC TILIA CORDATA LIT{LELEAF LINDEN 5a"CAL 51B NO. DATE ISSUED FOR PR,�VW EQUAL. 5. ALL PLUMBING FIXTURES TO BE WATER SENSE CERTIFIED AND EPA APPROVED. ROOFING CERTIGRAD NO.1 GRADE BLUE LABEL SHINGLES RED CEDAR 6. ALL ENGINEERED PAVING/GROUND SURFACES TO BE COMPOSED OF 50%RECYCLED MATERIALS. PAVING HIGH FLY ASH CONCRETE NATURAL PIGMENT BRUSHED FINSH SAVE FIXTURE 1 11/9/2017 Civil Engineering Review CAT.NO.7607LED.558 K5 5 AS MANUFACTURED BY 5E6A-US OR SAVE 10' 650 1.0 5000 K CJ"{ Bs 2 DRIVE WAY 3"OF#67 CRUSHED STONE TOPPED WITH RECLAMED OYSTER SHELLS. DEPTH APPROPRIATE TO FULLY L8 APPROVED EQUAL. •J ENGINEERED SURFACE COVER CRUSHED STONE FINISH AS SELECTED 5Y ONAIER. OTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT 3 STONE RECLAIMED FIELD STONE VENEER TO COVER ALL CONCRETE STONE SOURCED LOCALLY AND DRIVE OVER IN-69ADE FIXTURE 12 C.O CHAMAECYPARIS OBT/SA'GRACILIS' HINOKI CYPRESS W-5'HT. 9 BeB413RETAINING WALLS FROM SOUTHERN MASSACHUSETTS CAT.N0.8800 LED AT 10 IA 5000 K � A5 MANUFACTURED BY BE6A-US OR IN-GRADE GRADE4 LIO APPROVED EQUAL. 20 RM ROSH'M>EIBIDLY.L' HYBRID TEA ROSE 5 GAL. DONT. G METALS (RAILINGS, ALL EXTERIOR METALS TO BE ALUMINUM POWDER COATED WITH A DARK FINISH AS SELECTED 5Y OPINER. 16 TM TAXUS MEDIA"DENSIFORMIS" COMPACT SPREADING YEW 5 ID'-24" CONT BOLLARDS,LIGHTING ETC..) NON REFLECTIVE FINISH 15 TO THUJA 00C1DENTALIS EASTERN ARBORVITAE 6'-7'HT. BID 6 FOOTCANDLE STATISTICS SEED MIXTURES LOCATION MIXTURE SEED RATE MIN. MAX. AVG. 0.00 3.56 0,13 S ALL DISTURBED AREAS!LAM AREAS LOFTECOL06Y MIX 170 L85/ACRE DRAWING REVISIONS NO. DATE REVISION 1 / 2 UJ � i / 3 gd / 4 N NOTE:ADJACENT VINEYARD TO REMAIN I 5 LL UNDISTURBED o \ \\ 6 Z O N W \ W 362.58' N100 59'12"W \ \ 0C SCTM# 1000-116-1-3.4 THIS APPLICATION IS APPROVED ONLY FOR WORK \ \ \ \ INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL a �� \ SIGN \ \ \ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR w \ 2� \\ \ \ \ \ TO BE CONSIDERED AS EITHER BEING APPROVED OR IN = EDGE OF UNCLEARED LAND w _ _ , , ✓_ _ \ \ ACCORDANCE WITH APPLICABLE CODES. v v \ \\ 1 \ _ PROPOSED CLEARING it OQ. /` \ —^r 1 �8J^ ^ r I\ ^�A \ I Consultants: W o� \ �� _ ,J, ��, - �' 1 \\ b'0\ �\ I Young & Young 0 0 1 \\ \ \ 1 a \ \ \ \ o 1 \ \ \ \ Architect of Record: WLINE OF 0 OO BELOWFOUNDATION 1� \ N \ LS \ \ \ 00I \ co \ ISAAC — RAE o � �% ` o \ I \ \\ 167 MADISON AVE #302 New York, NY I / G \ RETAINING I \ / \ \ \ 10016 WALL \ / TRASH ENCLOSURE ON CONC.PAD&6' \ Z , �� \ N CLF W/BLACK VINYL SLATS \ \ \ e y y LU `V 1 \ Contact Isaac Clay Coffey W tGJ I 2 NYS LIC#039767 a I,J✓ �;/ Q��2°' LB ' 1 \ I \ \ \ T. 347-276-6093 E. clay@isaac-rae.com 4 2 -o• b7o 1 / I I I I o a J \ \ Q I T — — L8 \`C �.,( '/ \ . I I II I I / BOLLARDS 40 I I I / / I \ w N 8� \ OL10 ,°O I L I I I i // LIGHTS ,Oti L) 9� j \\ Lta ,s'- 7 L7 \ L7'I 7 I L7 •- \ R0" I ' O O sz o 1 \ \ J £ L7 L10 \ i CURB \ I —i D II \� L7 \ a �\� STOP \ \ Q 1-10 / \ O t.d 2 �3 4 5 6 7 8 9 10 \ I V / 4 \ i \ 22 CONCRETE +a' PAVEMENT I � —ZE \\ \ L10 0 / 1� _� � - � \ SIGN \ - \ PARKING Y L7�� \ <�` °• O " r —I Gjti \ L7 m Project: 0 1 - `, a-,` - McCall Barn / Winery o -001.0 N gZ �' °t � -'-' ,. ,a ,. o � `, W J L7 � N 22600 NYS Route 25 \;: • . :; �dp• LZ O / 11 CRUSHED OSTONE DRVEWAYO 0 L10 HYDRANT �I\ r Cutchouge New York 11935 L7O LQ CO. 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GRADE- 401 - 011 2018 il^'f I r { r � ----O. GRADE r 40 - 0Il \ f '. Sc,.'110:i io,r; Drawing No.: 00 9: N T.O. TION .O. FOUND 1 II -. 29 - 0 1 Site Section 71 NOTES =1 1 1=� 1=1 1 1 1 1 1 1 1 1 I 11 1 1 1 1 1 � =1 11=1 1=1 1=1 11 1 I 1=1 11 1 I 1 � 1 1 I 1 I I I I I I 1 I 1=1 I 1 I 1 1 I 1 1 I 1 1 I 1=1 11 1 1 1 I 1=1 11 1 I 1 1 I 1 1 I 1 1 1 1 I 1 1 � � I 1 � I 1=1 =1 I I—� 11 1 I 1 1 I =1 11=1 11 � =1 I �_ — — I — I — _ I —� —� _ — I DRAWING ISSUE — _ _ _ — _ I I — = I — _ I — I I —I I NO. DATE ISSUED FOR —III =� — I- I= _ I= = -1 — _ = 2— = _ _ _ =3= _ _ _ — 4 = I_ = -5= _ 6— _ =7= _ _ — — 3 —=_ _ _ _ _� _ _ __ _ _ _ _ _ I_ — _ _ — _ _ __ — _ _ _ — _—_ _ _ _ — I = _ I _I I _ _ —I _ _ — _ _ _ - — — _ _ — _ I — I —_ _= 1�=fi t= t -- 1� t11 t —� f� fi fi t �t i� fi fi— t 1� fi fi t —� 1� fit I ff fi fi— t —�t f_ t�t-=It � H—tl fi t �t fi fi— tI _- 1�—fi fi— t = 1�_fi_fi—It —� i� 1— =�1 I— — ____ _ _ — — _ �_ - :, „ — — = I A— —_ „ — , �: - I - , - . - — — DRAWING REVISIONS , TE , , , , ` ' . • - . REVISION - - - . - - - f f _ - - — , , ., , _ . , _ , . - , _ . ., , �— — 1 J _ _ _ - _ - _ _ _ _ _ - , I I_ - . , - "I ' , — — 2 _ _ _ - I -�— - — — — • - — 4 :I I — I - , . . _ +— - - - „ - — , , , — —I - - - , _ -I— - - , „ - _ , - II o , z o _ - I - - , - _ _ - _ . T - - _ __ _ _ a I I N -- _ r -, - ', - _, ,_ _ r - - � , - r, _ _ _ _ .� _ _ �_ _ - , •�_.� -, - - -'1- - - - t'-•- - - - - - z._.i - ,' , - , - r --- - - - - -"-j' „ , , ,- tn —I I - , -_ _ , — —_ I 1,'. 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I I —I I -- —� F I'• 1• • - , r , - I - - - ; i' ., _ _ , -I ' - , • , 'it , ' - - � r 'I- — _ L,_ _ - _ _ J L _ _ -- - - - - - _ _ y 1 _ _ _'J F — _ _ J' _ l _ _ cn __ I - - 1 - 11 -` - ' - 1 11 - - - ' „ 1 11 - ' , _ . ` 11 1 11`'', , . - -- - Z - - , , 10 11 , I - - ' 11 - 4 , , , 10 - 5 - - - - 1 - I— 10 10 11 3 11 6 - — — 0 — — � — - - ' � ;10 6 - — — I— I ,� - , _ - I — " - - — _ o - _ I - 11 1 , — Architect of Record: - , ' - - — I o ,- — :, — " - _ 1 . " I- - — — - , , - - - - ISAAC w - -. - ' - _ RA E - - . - - — - -I , - , , - - -�_ 167 MADISON AVE #302 New York NY o -I— - - _ . - - -. „ T i — — — II11 II 1 - - . -, -1, -11 II' -11- I - - - - . , C - I o - .- ' , - , - - - - ' ' - - - , - . _ - , 11 '11' I — 10016 Z — / - ' - r 1 — I I _II `II — w - - - „ - _J_ •1 Contact• Isaac Cla Coffe I•- .I - ' 14' '11 - , - - - II - y y , I II I I I - , - I - ' )1 , , , — NYS LIC#039767 0 , , - - - '2HR, - , . I Ir • Ir. ' -dl l = — a — I - I; - , E r=�—,�- — — — — — . I - , - ' - - ' , • - - -• I „ , ,LOCKABLE ENTRY, FIRE RATED; — T - - - - ,1 l _ — = = . 347 276 6093 E. clay@isaac rae.com o — - ' - , ,- . , -, - =I' . STAIR — — , -' , - I' I �-- z I— , ENCLOSURE - -_-_ I - - I - - • " - • , o — — _ H , , - • II, , . - . - , - , - — a „11 kl II a I • . _ - - •I — 102 11.0 I l ; II -� o - ' I SLIDING DOORS, u, n, o ii - — — II I . fl _ Il - - I' ( I I I , — I—II , 1 — I— ,� — — -- — r� — — _ I - -- - - — — " . - - - - - - - - - - - - II - I — Z I �, — = — — I — I � I--� t � t Ill- - � I _ — — — — -� ._ , - _ - - ' - - . • , - . �I �—� Ia I � � � —� la — I — I � �—I —I —_- - _ _ _ _ _ _ _ Q , , % " \ , - - - - - — - , �. ` _ I I — — I— II - - - 107' , \.'_ ` —J �— - -, ,. , ` , = - , - % , _'ADA -, ` I I — I— I— I — — - , - , BATHROOM ' - �_ I — I— —I � • • . . , - - - • - • • - ` . ' ' , 108 _ ,, •\ I 109' = ` I'— _ — — _ I — — I —= ., _ „ _ _ McCall B rn U. — =1 — — — , , - , -, _ ; ' ^ . - ' , „- . ' ' ; , — _ _ _ _ _ _ — = a / Winer — — — — — w = — = I — I I — _ I ' • _ • . , • , , , , ' _ - _' - , - , ,3 - 0 , ; -, •- ;,_ _ — — — — — — — 22600 NYS Route 25 a � , , - - - , , - - - ; - - ' - - , • , , , _, , . : , _: . - - I I -- — — I — I — I „ ; 1 ' • _ I — — — Cutchou e New York 11935 = I I I - - - , - ' ' • - - Pro ect No.: W — - - - — I " , S - INGA_R:E� - � — — — - - - — — - - - - ' - - . - - - - - I — — I R-02 - I - - — I — w I I --� - 1.445Sn" ,ET — - _ , _ _ �•�C , , - - Seal/Si nature: — I — I — I g - — I — — — — — — — 1= — — — — — _ I - -I — III — ; �a�' , . 106 o — I - - ; —I- — — — — — — II — =I I I ` , - ' `- , , , - ' - - - - " I ` _, , - ' ' - - _ - - - - - - - — — _ - - - -` ' w — — — — — - - . - - - ` - - - — — I _ Y . m — — — — — 1 - - „6 0 - — — — — — — I I— �� Ca w LOCKABLE ENTRY �,. - - — — — I —I - , . , _' � ,, J -ADA , 1. : — — — I II _ — I I I — — - - (- o — - BATHROOM 'J_.. . _ — — r s .� - , z I I —_ _� - - ' ` ^ : • • ` - -, - - • , , , � _, , - , I - - - _ - - _ _ Fc . Q - - '' I t ,_1l`I. -, , - , _ , _ ,� ;, •'61 11`, . , _ \ - ' -/ I O(� �� N I— I—I — — I I— , , _ , • . -, . - • , , . _ • , - , _10$ - ' 1 4 " = _ — — — Z ' • , � - I — = II= E — — — — — I ' . - , -• , I - - „ , . _ _ `, _ _ - , :, _ `, ` , , _. , , � f f , — — — _ — _ _ _ _ w — — — I - - - • - - — —III — � — — � - _, - -, , , - , , , - . • , , ,_ . „ ,� ., _ `, ,r,,.,, SLIDING DOORS ; . '-�; ,•' , ,, � :. ,'' ,,�. _•�-, �, , - �-, ,, '_`. - - - �` - • . � — — — __—= — — I - - _ - - — 11 I f I - Date: Scale: = I _-- —f — I ( I 9 - 2 31/32 I _ _ _ _ — = I = — AS NOTED Q -- I I I I I I— 101 I — I= = I— Drawing Title: r =I � I I— I = I I I I_ _ - _= = I I= I =I _ _ _ - Cellar Plan - - — — 1 I Ww. - III ... _ _ _ — � — — — T � � � � � � T #rl-,I� ; NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 \ 3 4 5 6 0 1 2 3 4 5 6 7 10' „" ,1'-4" 10'-5" 10'-10" 1 1'-X 11'-s" 10'-6" DRAWING REVISIONS NO. DATE REVISION SLIDING DOORS SLIDING DOORS SLIDING DOORS SLIDING DOORS 1 2 J W Q - - — — - -- - --- — — - - - — — — — --- — c5 4 5 U. 203 204 205 I 6 0 z 0 W io a z W 3 THIS APPLICATION IS APPROVED ONLY FOR WORK U I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL J CL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR w TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. x — — — B o x 3 aConsultants: W °o it li i o Young & Young 06 z Z o � J J V U rY F- N z O U x C Architect of Record: W SAA - R X �� C AE LU 167 MADISON AVE #302 New York, NY 10016 0Contact; Isaac Clay Coffey NYS LIC#039767 W - — — W T. 347-276-6093 E. clay@isaac-rae.com a 0 r z to - p - - - I I I 208 Z I I I I —LADDER TO LOFT z 0 ? 2HR LU —FIRS RATED 0 Q Z —ENCLOSURE 201 I I I I I I I I J 10'-11" - - _ — — — — — a - _....__-.-.__..._ _.._........_-_.__. ..._....... _...,._....-. ...___. _ _ _ _ _ _ _ _ _ _ _ _ _ i � E YProject: ai SLIDING DOORS SLIDING DOORS U. � McCall Barn Winery y I I 0 22600 NYS Route 25 I 0 10,-5" 10'-10" 1,'-3 I Cutchouge New York 11935 I I CL LU Project No.: I I I ; IR-02 a I I z I Seal/Signature: crI W I x I I x I � I I 0 Cn I I Q0GAY CO I I � (n EARTH RAMP o ®3 9 7 rol A�� a i ' OF N E� z Ln LINE OF WALL BELOW I LINE OF WALL BELOW ►i W I I I I � I I J Q I I I I I I I I I I Date: Scale: I AS NOTED Drawing Title: First Floor Plan LO T r n FINISH FLOOR 1/4" V-131"00 _ _ _ _ Drawing No.: ;i Ila C) r -'.. U� Pf"AY Q 7 2018 1 a F71-, rpp NOTES MATERIAL LEGEND DOOR SCHEDULE TYPE MATERIAL COLOR/FINISH REMARKS EXTERIOR DOOR SCHEDULE EXTERIOR SIDING CLEAR CEDAR BOARD AND BATTEN SIDING.1"X 12"BOARDS WITH 1"X C AND BETTER CLEAR WESTERN RED CEDAR DOOR DETAILS REMARKS DRAWING ISSUE 2"BATTENS EXTERIOR TRIM 1"X 4"-1"X 8"CEDAR BOARD C AND BETTER CLEAR WESTERN RED CEDAR FINISHED WITH CABOT NO. LOCATION MANUFACTURER ELEV./R.O. TYPE HEAD SILL JAMB HARDWARE NO. DATE ISSUED FOR CLEAR SOLUTION SEALER 101 ENTRY CUSTOM 5/A-201 T1 ROOFING CERTIGRAD NO.1 GRADE BLUE LABEL SHINGLES RED CEDAR 201 ENTRY CUSTOM 5/A-201 T1 PAVING HIGH FLY ASH CONCRETE NATURAL PIGMENT BRUSHED FINSH 202 ENTRY CUSTOM 5/A-201 T1 2 DRIVE WAY 3"OF#67 CRUSHED STONE TOPPED WITH RECLAMED OYSTER SHELLS. DEPTH APPROPRIATE TO FULLY 203 ENTRY CUSTOM 5/A-201 T1 3 ENGINEERED SURFACE COVER CRUSHED STONE 4 204 ENTRY CUSTOM 5/A-201 T1 STONE RECLAIMED FIELD STONE VENEER TO COVER ALL CONCRETE STONE SOURCED LOCALLY AND 5 RETAINING WALLS FROM SOUTHERN MASSACHUSETTS 205 ENTRY CUSTOM 5/A-201 T1 METALS (RAILINGS, ALL EXTERIOR METALS TO BE ALUMINUM POWDER COATED WITH A DARK 206 ENTRY CUSTOM 5/A-201 T1 6 BOLLARDS,LIGHTING ETC..) NON REFLECTIVE FINISH CELLAR LEVEL 102 STAGING AREA CUSTOM 5/A-201 T1 103 STAGING AREA CUSTOM 3/A-201 T3 81 - 011 8, _ 011 104 ADA BA CUSTOM 4/A-201 T2 -- -- -- -- 105 ADA BA CUSTOM 2/A-201 T4 106 ADA BA CUSTOM 2/A-201 T4 107 ADABA CUSTOM 4/A-201 T2 DRAWING REVISIONS 3' - 0" 3' - 0" 21 - 6" 108 ADA BA CUSTOM 2/A-201 T4 los ADA BA cusroM 2/A-201 ra N0. DATE REVISION 110 STAIR ENCLOSURE CUSTOM 4/A-201 T2 1 i 111 STAIR ENCLOSURE CUSTOM 3/A-201 T3 2 Q 00 / \ FIRST FLOOR LEVEL 3 It 207 BARN STORAGE CUSTOM 4/A-201 T2 4 Q °° � � N 1 /i O \ / O 208 BARN STORAGE CUSTOM 4/A-201 T2 5 ILL O i DOOR TYPE 6 O z i I� T1-ROLLING BARN DOOR � I� \ // T2-INTERIOR DOOR i T3-INTERIOR DOOR(LOCKABLE) a \ i T4-BATHROOM PARTITION DOOR Z w 3 T1 BARN DOOR n T2 INTERIOR DOOR n T3 INTERIOR DOOR T4 BATHROOM DOOR THIS APPLICATION IS APPROVED ONLY FOR WORK U 1/4 1 0 1/4 1 -0 U 1/4 1 0 1/4 1 O INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL J OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 0- x w TO BE CONSIDERED AS EITHER BEING APPROVED OR IN LU ACCORDANCE WITH APPLICABLE CODES. x 1- _ 0 x 3 a Consultants: a 0 Young & Young L4 J 0 x Z 0 1 2 3 4 5 6 7 Z F_ 11 III lLl1 U 11Jo _ _ _ _ T.O. RIDGE o - - - - - ll 1LLI LLLd L LLJ1 - -- -- -- !11LW ollLi l lil l� l I IJJ IIII - lloJOLll10 oll - - y. - - - 71 3 �J I I I I I L I - - - xo 1 JLLL ulU1Ll� LLLI X11- III LI Architect of Record: 1LL1 ll 111 iol l I ! o Lil LI_ Ll1Jo ��llLLI-lloUll1111LL LLo L1L W1� LL o1Ll UJ L11LUILL lLL uuolloll LU o1LloLL lel V III III o ==l1Lllo1iJ to - LOJLIL000 11 11 11 II 11 II f u�I o`u000`1 o ISAAC RAE CIL 01 1111 ,, 1J11uo 11 IIIIII o LU I lol V U L11 I U L1J U LI1 )J L Ii LLILJJ I III I III IIIIII LI III I jJ LJ LJJ I II loll J 11100�010�. 1' 1_Lh_11 I I II L II 11oLLJ 167 MADISON AVE #302 New York, NY 0 1LIoo 1 I III I_I lob o III IIII J_ I III IIIIII IIIIII 11Lo iJoli '.Dol- III LI IL I Jo111 I1 L I U I L 1oUooL1 LEL I .LII I I I I Il_i o�of III 1� I-11oL1L1iLL I L I III o I log IIIIII .11ll0ll 1oIJ U D I o I I t I o I o 10016 0 J11 L11 l l l III 111.1!L11J JLJll1 LLLLI I I I;J10 ILLUJ IIIIII li VIII u oho �I I L U III to I IIIIII I L11 I W uo1L�oJllll1 II IIIIII III o to to Io ISL I<_II I II II_l LloJo� U1ooL II II_I1�-I Ilo I1 I ISL I ISL I I1'I I to IooloLolo�Llo 1 II IIIIII IIII II I it I II II to Contact; Isaac Clay Coffey LLJj�oloJJo11 0 11 11 l� 11 11 II II 11 II II I I1 11 I,I IIII 11 11 I II II �I IIII 11 IIII 11 11 II II 11 1111 11 IIII II LJ� IIII 1111 II IIII-j�o II II �I II 11 11 IIIIII ILII 11 Il_ LL�iLW ill 11 ILI IL1jo�j_ NYS LIC#039767 Dol llLi11;oL ol000�ool-JJO1=LLD J1JJl 11 j _-� — 1111J f I C IIIIII I I LII of �� LLLLLUIIIIII ll I_I 0 00 oou000000�0 1 Lo 11 II L o Doll o 1' T. 347-276-6093 E. clay@isaac-rae.com J10 I III L o.o Li L JL iuIIII. I LL.>1LJ L1 of L I I I� I I I I IIII Loll 101 Jolt 11LooL loo 1 l I I I I III l l 101. 1 Jl_1L1 ILIJ o Doll_ . 1WJ� o ll 01 loJ_ 000011 o i1oL1 I L to IJlllllool_Uo_l to u = 1ouloJLLL LILLU AIL ILL lJo�! Lilo ll_ lloLl�l o Jl 11 L 1L1I I LLLLJOW II L l ll ooULLOLol 1L 11 1L1llo_, loo IIIIII - z 1J1 _JL ll it 1I U110 Llo1_LoloJ 1 Ilol �, 1J o0 JllU. JoIJ DLL 1J111 l LCLl J�JLLL11 WllLl1 ll1 IIIllJ IJoJ�oLlo II LI1� I_ II I_ II IIIIII 1 lI II IIIIII IIIIII Ijolo�I II II II III z_ LLLiLLLLU o11IiII I Io II I I�IIJJ I1J1II I11 LI II IIIIII (I II ILLI ISI I look Jill Ili I limll lillil ill 11 1111 11 111i 111111 IIIIII Iof U Q Z LIGHTING FIXTURE In r ® i rI I J U U w _ _ _ MEZZANINE AlIll Project: 3 51' - 0" U. McCall Barn / Winery 0 WALL 22600 NYS Route 25 PLUMBING VENTS Cutchouge New York 11935 LU I I LIGHTING Project No.: LU PROPOSED RAMP FIXTURE IR-02 TO FRONT ENTRY z Seal/Signature: W = I I I I I I I I t_U 'o -o 0 0 0 -� o o o Q C=D O o -O 00 00 00 00o co 00 c000co _J coCoo T.O. GRADEoff —777-- " 00 00 � c000 000 t 1 - 1 = 1 - - 1 0 1 o =L_J a - — —I —_—� — _ z W — — _ - h Date: Scale: I� I�o� o� — _--_ - ;0 FOUNDATION- = AS NOTED - — — — — — — — — — — — — — — — — 29' - 0" o — —o - - - -1— _ Drawing Title: - Elevations LO NHMI 11 — - 111 - ,— Drawing No.: 00 x x T CD N 1 FRONT ELEVATION Er,� I li I1161 - ��` MAYO Ill e O 7 2018 NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 4 5 6 DRAWING REVISIONS NO. DATE REVISION 1 2 CU J J W Q OfQ 4 N 6 0 z A B C D E E D C B W W a z THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR v TO BE CONSIDERED AS EITHER BEING APPROVED OR IN a ACCORDANCE WITH APPLICABLE CODES. x = I f- I I I I I O x 3 Consultants: a i I I Young & Young a 0 W J 0 2 Z H I H V F- N Z O I I I I Architect of Record: OLU 0 ISAAC - RAE 167 MADISON AVE #302 New York, NY W 10016 o I I I j Contact; Isaac Clay Coffey O NYS LIC#039767 Z U1 r T. 347-276-6093 E. clay@isaac-rae.com Q I I I I II 0 r z 0 z I I I I c� LU Z i I a I z j J I J - �L I I I Project: 1 1 _ 1 - — � �—�_ _ 111 1 1 1 1 = _= McCall Barn / Winer _ _ I =� — t= = — � - - 111 —I — II Y o - -� 22600 NYS Route 25 - - - Cutchouge New York 11935 Project No.: 0. w I I I I I R-02 - - - - - — W - - Seal/Signature: — — - W - - II - -�— � - - — - - ,-- — -+- - -�- - - - - - — — I— III - �� _ — _ — - - - - - - O 1-0 — II- - I 1E I FE — II—I o = I—=I I I_ — — I 1:—I — — _ I _ _ _:11 _ I I—I_ I _ I _ I _ I _ I _ — z a WEST ELEVATION EAST ELEVATION Mll, J J Q Date: Scale: AS NOTED Drawing Title: Elevations CD T CV Drawing No.. ;3_ fl, Ii 00 MAY 0 2018 Na� A ov NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 4 5 6 DRAWING REVISIONS NO. DATE REVISION 1 J 2 J UJ 3 a s 4 5 U_ 6 O z O w 7 6 5 4 3 2 1 0 a z w � I T.O. RIDGE THIS APPLICATION IS APPROVED ONLY FOR WORK 71' - 3" INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL J — OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR w TO BE CONSIDERED AS EITHER BEING APPROVED OR IN UJx ACCORDANCE WITH APPLICABLE CODES. F O s 3 n -- Consultants: 0 - - Young & Young W -- J O x — 3 Z F- U H N -- z -- O — W Architect of Record: U Ir -- - - -- a ISAAC - RAE W 167 MADISON AVE #302 New York, NY 0 Contact; Isaac Clay Coffey Z I I 10016 LU NYS LIC#039767 Q T. 347-276-6093 E. clay@isaac-rae.com D MEZZANINE o I I I j I — — — — 51' - 0" 7-0 a � I � I O z cs z a LU U U aM Z _ I iil � _ FINISH FLOOR —_ — — _ _ _ - — _ _ — — — — — — — — — — — — — — — I — 0 — — �� —T.O. GRADE _ 4O O — Project: - I --- - - I— I - - - - - I — I — — - — — — — — I - - - - III—II McCall Barn / Winery w -{I1 -+ =I = 1 =I - - - - - - - - - - -f — -I- - — I — = — 22600 NYS Route 25 o _ _ _ — _ _ _ _ — — — — — — — — — _ _ __= I — I Cutchouge New York 11935 I— I — I II— I ► 1 1 1 1 Protect No.: w I I I I I I I R-02 — Seal/Signature: W — I I III - — — — — I— — • �_ � . 1- 1 u -I --- T.O. FOUNDATION I = - — � — — � — — — — � — — - - �— I—= — I IE�� II E — — — I 1=1 F�l I I —1 I E� I — — II - - I 1EE — 1 I-1EI I I= - - - =I I:_—=J I==J I o 0 e� O� z OF z (n a z N n WV= R ELEVATION In 1 0% J J Q Date: Scale: AS NOTED Drawing Title: Elevations CD r T II�1 L. ..._I � Ifs 'I. SS �J �� Drawing No.: III4 00 N MAY 0 7 2018 l I F;.nnnG�- Mrd 7 71 NOTES A B C D E DRAWING ISSUE NO. DATE ISSUED FOR 2 1 2 -300.0 3 I 4 5 6 I I I I I DRAWING REVISIONS NO. DATE REVISION 1 J 2 w 3 c5 4 D 5 U- 6 0 0 I I w a w 3 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL a �� OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR w ` TO BE CONSIDERED AS EITHER BEING APPROVED OR IN "' ACCORDANCE WITH APPLICABLE CODES. x f- Consultants: a. Young & Young ? — I — - z w — a ° I — Architect of Record: IAI =1 11-1 = 1-1 111 111-1 1 I 11 1 1 1 1=1 11 1 _ 1 11I I 1=I 11 I I I_I 11 III III_I =� 1 1=1 1 � 1=I ISAAC - RAE a w cr o n Section 1 167 MADISON AVE #302 New York, NY 10016 Z o 3/16" = 1'-0" Contact; Isaac Clay Coffey w NYS LIC#039767 w T. 347-276-6093 E. clay@isaac-rae.com a 0 1 0 -300.0 a 0 7 6 5 4 3 2 1 0 Z N T.O. RIDGE a 71' - 3" w U U a GJJ J J I I I I I I I I x w Project: Y J 3 McCall Barn / Winery 0 I I 22600 NYS Route 25 a. Cutchouge New York 11935 it = I Project No.: R-02 a z Seal/Signature: w x w MEZZANINE O O 11 w FINISH FLOOR - — J 43� o - - a = I I I I I SOF NE°�� I— T.O. GRADE - I - Date: AS NOTED Drawing Title: _ I I I _ Sections 7 = 11 —T.O. FOUNDA_TION I — III —. . 77 7as o .a ° 29' - 0" r �I. �I-, �;' .�._ ...�.`t� i Drawing No.: CID F�l I F�i I IEE� F—�� 1 —1 1 11 1=1 1 1-1 1 =1 I Fl I I I 1�� _U N —1111111IIIIII—I �— III—IIIIII—IIIIIIIII—� IIIIII—IIIIII—� I—I �—III—� I—� �—III—IIIIIIIII—III—IIIIIIII ---IIII—IIIA IIII—IIIIII—II II II III I— MAY �; 7 201 Section 2 ' ....... _._ MO 1'-0" (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A MOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY UNES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BF USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOP•S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11101 tel. 631.12?.2303 fax. 631.12-1.0144 EXISTING WELL EXISTING I STORY BARN 5ANITARY DESIGN CRITERIA I$ CALCULATIONS admin@youngengIneering.com WINE TASTING —dna EXISTING 2 STORY TAX LOT 1000-101 i-I-40 SElNA&E DESIGN CRITERIA 4 �� yolm� FRAME HOUSE RETAINED PARCEL METHODATER F WATER (SEMENT ZONE -ZONEPUBIIV Howard W. Young, Land Surveyor 0.94 ACRE SCWA TO EXTEND WATER MAIN TOTAL AREA = 86.11 ACRES Thomas G. Wolpert, Professional Engineer > nn WEST FROM SOUTHWEST AREA SUBJECT TO DEVELOPMENT RIGHTS = 83.31 ACRES Douglas E. Adams, Professional Engineer 0 AREA OF RETAINED PARCELS IV �� ° j� '� CORNER OF MAIN ROAD AND (NOT FERTILIZATION DEPENDENT) = 2.-18 ACRES Robert G. Tost, Architect LINDEN AVE. 9 $ O ALLOWABLE SANITARY FLOW (DENSITY) = 600 GPD/ACRE °� 0 EXISTING l/6 74 0�0"fib � i �► li y 600 GPD x 2.78 ACRES = 1,668 GPD FRAME N6 DENSITY CALCULATION ° �8 i BARNS �0 \\\� �9'� / ?S6•�8 O N5$ ' EXISTING WINE TASTING BARN - / - - °1730„ WINE TASTING: 48 OGG � 5 6PD1000 - 240 GPD 471.65_ N�8°�/ STORAGE: 782 5F @ 0.04 6PD/5F = 31 GPD CO ---------258 60 EF PROP05EP WINERY WINE MAKING 4 STORAGE 200' RADIUS FROM / X39.7/08�0'� INDUSTRIAL/STORAGE: 7,237 5F (P 0.04 GPD/5F = 289 GPD ry WINE TASTING (PRIVATE) 10 OCC, @ 5 GPD/OCC - 50 GPD �m� - EXISTING WELL TOTAL PROPOSED FLOW (DENSITY) = 610 GPD \ 00�.� EXISTING WELL �0 E5116N w HERY ATION5 SANITARY SYSTEM NO. 1 EXISTING PROPOSED NO SANITARY ' !/ WINE MAKING e STORAGE - WATER SERVICE INDUSTRIAL/STORAGE: 7,237 SF ® 0.04 GPD/Sf" = 281 GPD z Q,'%s\ SYSTEM WINE TASTING (PRIVATE) 10 OCC, a 7.5 GPD/OCG = 75 GPD I °30{21 �O, PROPOSED TOTAL DESIGN FLOW = 364 GPD I N00 SANITARY SYSTEMS 61 A _ pLr i d 05 O OCC, @ 25 GPD/OCG �(0 VINEYARD PROJECT SITE USE I TANK V DIA. x 51 LIQUID DEPTH = 1,500 GAL. >lu I�0 �� ry PROPOSED i' `�I ITR I SEPTIC TANK A I REO. 364 GPD x 2 DAYS I N2V0 0 a' \ /1NEYARD � TAX LOT 1000-101-1-38 USE I TANK V DIA. x 4' LIQUID DEPTH = 1,200 GAL. _~( FARM ROAD S6 43.96, RETAINED PARCEL LEACHING POOLS W i \ O 43 05'�,y L I BER 1260q PAGE 51 q USE 2 FOOLS 8PD /D A.1.5 x 6/ DEEP = 500 S.F.S.W.A. � �4 ti 1.84 ACRES Q °m e. �4T44T,� 2 4V �A350 -pryDESIGN CALCULATIONS SANITARY SYSTEM NO. 2 PROPOSED WINERY IL S60 46.(!3/' WINE PROCESSING 2�" \OQ��5 O „� 2 WASH DOWNS/DAY @ 150 GAL/WASH DOWN = 300 GPD IS) '10°2aq�aD + \\(p TOTAL DESIGN FLOW = 300 GPD SEPTIC, TANK USE I TANK 8 DIA. D6AYS 00 GAL. 4' LIQUID DEPTH = = 1,200 GAL. LEACHING POOLS REQ. 300 GPD / 1.5 GPD/5.F. = 200 S.F.S.W.A. o O USE 2 POOLS 8' DIA. x 6DEEP = 300 5.F.5.W.A. N O NOTE O THERE ARE NO KNOWN PRIVATE WATER SUPPLY WELL5 WITHIN 150' OF THE PROPOSED SANITARY SYSTEMS. Ae SCWA TO EXTEND WATER MAIN WEST FROM SOUTHWEST CORNER OF MAIN O VINEYARD 'CO ROAD AND LINDEN AVE. s ENVNEERS CERTIFICATION (� T /' • I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE VqR �� 5 DISPOSAL SYSTEM(5) FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY DIRECTION. BASED UPON A GAREFU OROUGH \/I NEYARD �¢� /\ 0 FAGILITIESTAS PROPOSED, GON ORMY OF HE SOIL, SITE ANDDTOATHR SUFE OLK COUNTY ¢I D� DEPARTMENT OF HEALTH SERVICES CONS UG AR ION STANDARDS EXISTING WELL EFFECT AS OF THIS DATE.IV 0 0 0 PROPOSED WATER C7- �1 Rp('9 \O SERVICE 4 '' 1 0 q HOWARD W. YOUNG, N.Y.S. L.S. NO. 45813n EXISTING WELL TO Dc Qj �� / THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 �( / \\°fl` .[�� ,r\��G BE ABANDONED DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808x7 �✓ PORTION OF EXISTING WATER 0 �O� / SERVICE TO BE ABANDONED 0 I SURVEYOR'S CERTIFICATION / 1 HEREBY CERTIFY THAT THIS MAP WA5 PREPARED UTILIZING 01 v PORTION OF EXISTING WATER • SERVICE TO REMAIN / BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR BY OTHERS. s N r. 200' RADIUS FROM i r ® ® \ EXI5TING WELL 0 ® HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 WINERY EXISTING SANITARY MGCALL BARN 5Y5TEM TO REMAIN E 5GDH5 REF#001-10-0001 at Outchougue, Town of Southold N Suffolk County, New York 0 BOUNDARY SURVEY 0 0 loolofco40 0 County Tax 'Map D 5tF of 1000 section 116 Block OI Lot 5.5 a MAP PREPARED APR. I6, 2018 51TE PLAN (TAX LOT 1000-IOa-1-40) Record of Revisions Scale: I” = 50' REv1s1oN DATE ' rA I\ 2 - 200 O 100 200 400 600 DO . SGa l e: I" = 200' 0 a JOB NO. 2018-0013 DWG. 2014_0201_2018_0013_overall site COVER = MONUMENT 5ET = MONUMENT FOUND = 5TAIKE 5ET ®= 5TAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EOUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENOING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 'mss s� 400 Ostrander Avenue, Riverhead, New York II901 tel. 631.127.2303 fax. 631.-12-1.0144 admin@youngengineering.com " � S Howard W, Young, Land Surveyor .!J Thomas G. Wolpert, Professional Engineer S \ Douglas E. Adams, Professional Engineer MpR�6R oR`h Robert G. Tost, Architect OPJB, �A424� �, �,'� .. ',j- ,,. °Off' ✓, O�\ rQA� 51 TE DATA g011 g _ TOTAL AREA = 80,000 5F �oPa q < l\ mac\ ZONING USE DISTRICT = AGRICULTURAL CONSERVATION (AC) CPN �c o f/' � jo /./ ' VERTICAL DATUM = NAD88 /. o PARKING CALCULATION \�' � e r7\('1 Ing1-ryouttg STORAGE (I PER 1,000 SF OF GROSS FLOOR AREA 10Qj • �y t�l BASEMENT LEVEL = 4,245 SF ° , ° /.�- \, UPPER LEVEL (BARN) = 2,gQ2 SF °F eP�� c°� �'��t� '4• STORAGE = 7„231 S.F. © 1/1000 = 5 5TALL5 F •t' c� a 10 �p� ' `r /.� TOTAL REQUIRED = 8 STALLS �0 /•. 0 22 TOTAL PROVIDED = 10 STALLS KEY MAP r"' �JI�F ��a( GHQ / /_/ (1\ ��p\� ° SCALE: I"=600' sct> QPh 5X 1b ,\O p, °F f NOT E5 �P�'(P �''`' r/ �'•` E° /- Q PROPERTY 15 SUBJECT TO CONSERVATION EASEMENT HELD BY PEGONIG LAND TRUST, INC., RECORDED IN LIBER 118x0 GP 73q SiGM PAST 0� pp{\ / �o p� yal 1 ^7n 10 + + + + + 3'- 0.00 0.00 0.0 0.0 0.01 Ij'1 9 0.0 0.01 0.02 0.05 + + + 0.04 01 .03 0.3 .05 < r30 0.07 0. 0.02 0.01 00 2� 0 9 ll n o 0.01 .01 0.01 0.00 0 N i' °e°� TZtt T o IIT-- _ _ - - �IbN 01cr c O p ( 3 �Il O Q c� -s W � E 9 ��57 C,OTdGRBN O�S �• HYDRANT 9 1 N S srRM v 0 (r(P) 1 0.02 0.01 0.0 0.00 0.00 0 GONGS O 0.02 0. 0.10 0.01 0.00 0.00 0 GONCR>=� 2�0 ° 0.01 0.11 .07 0.01 0.00 0.00 0. { rrRM 2-00 PO . O Z 0 2�0 F FT a 2-TM T 1 + + + + + -( Q R36, LIb�" 1 0.01 0.30 0.59 0.01 0.00 0.00 0.0 RM R16' > ° j + + + + + + + + + A d� o 0 o '. ENGINEER'S CERTIFICATION 0.01 0.05 0. 9 0.03 0.00 0.00 0.0 00 0.00 0.00 _- - T -e j -ontt4d-got . + �+ + + + + +00 p U19 ' 2 0 - - LzoP O . 4-Tt1 0 1 • I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE 0.05 0.9 0.04 0.00 0.00 0.00 0 0.00 0 N rs (l'� TANG �_ j DISPOSAL SYSTEMS) FOR TH15 PROJECT WERE DESIGNED BY ME p PLANTING SCHEDULE Ppm N OR UNDER MY DIRECTION. BASED UPON A GAREFU iOROUGH + + + + + + + a_ y� B 3" !1 STUDY OF THE SOIL, SITE AND GROUNDWATER D171ONS, 0.02 0. 0.09 0.01 0.00 0.00 0.00 0.00 / oo R �- o FACILITIES, AS PROPOSED, CONFORM TO TH SUFFOLK COUNTY + + + + + + + 0 2-[,o DEPARTMENT OF HEALTH SERVICES CONS GTION STANDARDS 0.02 0.30 .10 0.01 0.00 0.00 0. 0.00 0.00 TREES :' / . _a- ti� j EFFECT AS OF THIS DATE. + + + + + + + O Y SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOTM 0.01 0.20 51 0.01 0.00 0.00 0. .00 0.00 I PGT PRUNU5 GERA5IFERA 'THUNDERCLOUD' THUNDERCLOUD PLUM 3.5"GAL BSS / LITE o + + + + + + + + $ 0.01 0.07 O. 3 0.02 O.00 O.00 O.O OO O.00 2 TG TILIA CORDATA LITTLELERF LINDEN 3.5"GAL BSB �h �S�l \\ •' p) //P1TpINING '" 1 O • G<F�� j HOWARD W. YOUNG, N.Y.5. L.S. NO. 458g3n 0 0.00 0.06 0.1 0.+04-60.00 0.00 0. 0 0.00 - _--4T= 9� < // of THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 + + + + + + SHRUBS < 64� ��$� \ // 1VUI oWG !1 DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 80897 "M ry QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT 0.00 0.03 0.15 0.01 0.00 0.0090 1 W + +O + + + + + + 12 Co CHAMAEGYPARIS OBTUSA 'GRACILI5' HINOKI CYPRESS 4'-5'HT. BSB \\ GC��1'�� O 0.00 0.02 0.76 0.16 3 .03 0.00 00 0.00 \ '? fi l ! 5URYEYOR'5 CERTIFICATION 20 RM R05A 'MEIBIDULL' HYBRID TEA ROSE 5 GAL. CONT. \ �� qq�F1 + + + + + + + + + o' I6 TM TAXU5 MEDIA "DENSIFORMIS" COMPACT SPREADING YEW ls•-24" CONT. O j • I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING 0.00 0.01 0.03 0.07 8 0.03 0.00 .00 0.00 \ o S 15 TO THUJA OCCIDENTALIS EASTERN ARBORVITAE 6'-7'HT. BSB \ j BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR 0 00 0 02 0 04 +�0.}1 0.01 0.01 01 00 \ \ oW jl UNDER OUR DIRECTION. SEED MIXTURES + + + + + + � + \ ' 0.02 4 2 0.06 0.01 0.0 0.01 0 0 LOCATION MIXTURE SEED RATE O` E3 1 j + + + + + + + 0 + ALL P15TURBED AREAS 3 LAWN AREAS LOFTS ECOLOGY MIX I-TO LBS/ACRE 0.01 0 0.09 0.02 0.01 0.00 0.00 0.01 0 lSl , + + + + + + + + O-Y ' + ' - 0.04 5 0.08 0.01 0. 0.01 0.00 0. 0.0 It 1 O 1 l�L/t-- . , 11 0 0. 2 0.02 0. 00 0.00 . 1 0.01 0.3 .21 0.01 HOWARD W. YOUNG, N.Y.S. L.S. N0. 45893 0. O .1 0.01 0. 0.01 0.01 .0 0.01 0.1 .10 .01 1 200.00 + + + + + + + + 1 0.00 0.00 0.01 0.2 0.4 0.01 0.00 .00 0.02 0. 0.17 01 + PURGE 1 Yell NERY 0.00 0.00 0.00 0.0 7 0. 3 0.00 0,00 0.01 0.02 0.10 3 0.04 0. 0 0��11� L1N� 0� MGGALL BARN 0.00 0.02 0 01 0.01 3.56 + 0.0 + + +8 + 0 01 0.o LIGHTING FIXTURE 5CHEDULE 0 1 at Gutchovgue, Town of Southold o �/ �7 0.00 0.01 0.01 1. 39 7 0.03 QTY. SYMBOL DE5GRIPTION TYPE HEIGHT LUMENS L.L.F. OCT z 1 Suffolk County, New York I \ + + + + + + + LBX BOLLARD LED 1 0. �0�92 0.01 0.03 0.05 0.01 0.01 0.01 O GAT.NO.ULB-10641-2oW-W30-120v ; N Iq A5 MANUFACTURED BY LIGMAN BOLLARD 3q" 515 1.0 3000 K: 1 AL I C��IMENT L I GHT I NG ALAN R N + + + + + + L"1 LIGHTING USA OR APPROVED EQUAL. �1 0.01 0.00 0,00 0.00 0.00 FINISH AS SELECTED BY OWNER. nOV, or G(�Q n \ EAVE FIXTURE Qil' 1_ Count Tax Ma District 1000 Section IOQ Block 01 Lot 38 \\ 2. 92 0 09 0 00 LEI:).555 K5 5 AS MRNUFAO,TURED BY BEGA-US OR EAVE 10' 630 1.0 3000 WQ\O003��/��5 y p a \ > + + L6 APPROFINISH AS SELECTED BY OWNER. �INY� 2 1 \ fZ2 0.00 0.00 � 1 MAP PREPARED APR. I6, 2018 \ DRIVE OVER IN-GRADE FIXTURE \ GAT.NO.6600 LED AT 10 1.0 3000< Record of Revisions \ a O A5 MANUFACTURED BY BEGA-US OR IN-GRADE GRADE \ LIO APPROVED EQUAL. S 1 REVISION DATE \ FIN15H AS SELECTED BY OWNER. m 1 FOOTCANDLE STATISTICS 1 1 - MIN. MAX. AVG. 1 g 0.00 3.56 0.15 APf 2 f� 2018 30 0 15 30 60 qo LIGHTING PLAN SCALE: I°=4o' Scale: 1" = 50' a JOB NO. 2015-0013 DWG. 2014_0201_2018_0015_siteplon I OF 5 EI = MONUMENT 5ET ®= MONUMENT FOUND Z�,= 5TA KE 5ET ®= 5TAKE FOUND ' t uNAUTHQRIZE ALTERATION - - --- -..- _ () D OR ADPITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEIN YORK STATE EDUCATION LAW.(2)D15TANCES SHOWN HEREON FROM PROPERTY UNES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURFOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT I OR BEARING IND-GATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVE IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASS,GNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OIR SUBSEQUENT OWNERS (5) THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT CONSIDERED TO BF.A D COPY (4)CERTIFICATION THE LOCATION OF WELLS(N�,SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS NP(y 400 Ostrander Avenue, RI o\��' '1 dJ CAST IRON FRAME $ COVER tel. 631.-12 adm p p GAMPBELL FOUNDRY, PAT. NO. _ +1s.t4 OOQ8QQ8 340-1 OR APPROVED EQUAL. _ t` . y U UU 011you 08 C, _ _ \`ti w 8888800 DRAINAGE \ -..._, .: I 0000000 PIPE I /�� Thomas G. WolHovqaper 000000 4000 PSI PRECAST CONCRETE +20.04 / 18.89 s.s3 Dovc�las E. Adams 0 0 0 0 0 0 0 BOX AS MFG. BY SUFFOLK o\ GEMENT OR APPROVED EQUAL. CAST IRON FRAME 8 COVER 20.58 0.53 0/ 1s.9s19.1 .� co�`e ,�•'• R. CAMPBELL FOUNDRY, PAT. NO. GON 1.09 ti ooh 100-7G OR APPROVED EQUAL \ J -0.750 // �• 8" 4' atll DRAINAGE PIPE � ON INSPECTION POOL ONLY. +20.71 / PRECAST DOME A5 • 4000 P51 PRECAST CONCRETE \` MFG. BY SUFFOLK / SITE D�tT,4 / / ' TRAFFIC BEARING TOP SLAB 24,1 GEMENT OR �d AS MFG. BY SUFFOLK GEMENT APPROVED EQUAL. \/ / ,�' o,"qda uy OR APPROVED EQUAL. m / • TOTAL AREA +21.2Q 0.12 - 80,000 f 2611 / • � - _ / • ' X69 ZONING USE DISTRICT = AGRIGULTUR� 4000 P51 PRECAST CONCRETE / 0.49 ' �Z\ 21"6s VERTICAL DATUM BOX AS MFG. BY SUFFOLK -� _ 0 7y TT i / 21.77+ / i' P y to GEMENT OR APPROVED EQUAL. �GJ / /a Ea 21.4s p5� P Lu z_ GROUT AROUND G� c� 21.10 1L ENTIRE PIPE �\1Q DRAINAGE PIPE V / N 22.12+ / PRECAST CONCRETE „y�O Q 4000 P51 PRECAST CONCRETE Q / 21.30 v •" 0 g3� \� �y BOTTOM SLAB W/ SUMP AS DRAIN RINGS AS MFG. � ti / / ' � �� DRAINAGE DESIGN BY SUFFOLK GEMENT 2.52 G>II /� 21.So °` -(�i Gj� (' CRITERIA MFG. BY SUFFOLK GEMENT OR Q 2 t \,_ ! _ \� {� APPROVED EQUAL. �® OR APPROVED EQUAL. �{�. / a6y -> y V21 V O �f�' 1i ,GC�� w }) E /// Z4 .9 / : ' ' ' l .�s z, _ fLo A = AREA OF TRIBUTARY +22.59 w " (S.F.) 1 R = RAINFALL (FT.) \. I 24. -� 101-01, G = COEFFICIENT OF RUNOFF __ "- O 2 22.00 I.WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF a'-O". N i\ / / l.-~1 \<vi---. a " GB#I.I #I.2 2"DEPTHS GREATER THAN 9'-O"SHALL HAVL'WIRE FABRIC CONCRETE \_\ OGP \r1 /\ / f'- / �. I N O O w N 1J \` -24- - o A=34,685 SF REINFORCEMENT 3"x12", I AND 2 MIN.VERTICAL WIRE5- 12"O"C.,1/2"MIN.GOv-R. GW EL 23.01 ��0 / - \ / N OQ O TI O iJt / +\� / r ° REQUIRED VOLUME GA�TG�-I BASIN 2' x 4' FLUSH GR,4TE LE,4GHING FOOL / �P¢J\�e 74 {` / / o NTS ��/ 2'4 / /f// \ \� � \�; / �3 GRAVEL EVPVMTI 2,465 S.F. x/1:2 x 0.600 114 NTS �v� 23.160 /' / .9 CS 22.50 Go�`g�\� 's a / 2h�" ti-- 5 / �. ?3 o LANDSCAPE: 2s0,'1a3 S.F. x .2/1:2 x 0.10 = 346 +23.43 / 22.7 GN _ / � . 1s TOTAL REQUIRED = I,QOI G.F. -_ _" ^. PROVIDED VOLUME USE LEACHING FIELD 1.0 Q (4) l0' DIA. x a' DEEP POOLS = 2,laq C. r" v 25.80 �:\ LI FIS N �Q 425.20 J�� / \_.� �p -1 3 O b 9 ROOF v� P� 23.71+ S\G T �' _ +23.86 of P /� I \` ��_ C\ 1T X t- 1 / 1 \ � A=3,4'74 5F 0 53 N I $ \ 24.25 �' \�_ 110 ++\ 47 ROOF:REQUI�3,474D05.E x 2/12 x 1.00 = 5-1Q G.F. SIGN .' _ LUME 25.ao \• �� , 2s.s7"2�-s p 4 CONCRETE QaE / 24.1 24:29 0� + G OO �l SIDEWALK TOTAL REQUIRED = 57a G.F. 9 24.14+ / rye` i POST ' 24.05 VOLUME 24.33 G°aG"G / � / �6 c \\ I1 r j'al ..h VARIES --{ USE LEACPROVIDEDHING FIELD 2.0 \ 4.0 -µY +25.41,-- `� 23.86 / / r - .•-v( �,r_,r_-� �1 1 (2) 10' DIA. x S' DEEP POOLS = 664 0.F 24.08 �� \'/ -76.00 1.-•,. 11 a r _L 6"x 6" WIRE MESH „ +24.44 / 3,92 �/ t tt / {' 26.11 I \ \ 0 14 X11 tt REINFORCEMENT r \ 23.58 ryh ( l 2- 21.9Q ' O 11 r -`O % I-- _ `. I I I 21.85 1 I T 1 t 1311 O 4.08 � � ,, l� 0 23.47 t; 22, 1 I I I I 1 11 O / lG•GJ� 7_16 4 I r ,, .__ 23. crop m f` 1 1 +21,78 22-+1.59 // c 25.09 r \�- -23- CONCRETE TURN-DOWN +24.66 /i _ _, _ o ', ' '� � -2a=- t =��_�--� / r o NTS ✓ - (l 2 ,72\ _"26_ +26� Qu ti ? t..f`;1' / Q 26.73 1 r { 'X ° CIL. O I (f 2466 ' ?6•.. 1 ii C S -c 30 i 1 ( 1 2668 p j./ 4 6.50".,1' '�I 0 I (� 1 T30 50 26"86 1111 EN&INEER 5 GERTIFIGi4 Z y I a UG27.00 LG26 so �° ,2�� J _ ! j%.. .TIN, O • I HEREBY CERTIFY THAT THE WATER 5UPPL %f HYDR�Nr 2" 57ONE BLEND DISPOSAL SY5TEM(5) FOR THIS PROJECT WEF rj .00 I 9 �+ OR UNDER MY DIRECTION. BASED UPON A GA I1( o '1• STUDY OF THE SOIL SITE AND GROUNDWATE O n FACILITIES, AS PROPOSED, CONFORM To E r y _�``•v... / 30.00 I ` CONCRETE RETAINING WALL 5CHEDULE 2s 71 / ) ? LT . o DEPARTMENT OF HEALTH SERVICES CON C) G EFFECT AS OF THIS DATE. , LG27 65 " HW C W O D LB P LW, M A I e 4 FUT35 50 1} a I -x... UG33.00. O }" _ 27.20 I 4 130 50 0 5' 2'-2" 3'-3" #4 @ 18" #4 @ 18" 4-#4 #4 @ 18" #4 @ 12" NONE 12" � -' Lcz7.2o - - LG`27.95' p ° j 27 67 `..,) .` \\ - ro Q Oi, ) - I I-t-,s-rr, 1, 34 ;� i. ^fY 27.50 I UG27.50 \�'^\� \� \- \'•: \ /��.- `\ -�\/� ((( /// $ 6' 2'-5" 3'-9" #4 @ 18" #4 @ 18" 4-#4 #4 @ 18" #4 @ 12" NONE 12" Z N 1( !, \ :\ %%i�� /\/i' �i✓/ti,'' , m -{ UT37.50 ,\ Oa. 'f� - .\f. s uG35.00^., �a / .r , ` 1 / moi / i/i/ HOWARD W. YOUNG, N.Y.S. L.5. NO. 455LI 5=` ' 7' 2'-6" 4'-2" #4 @ 14" #4 @ 14" 4-#4 #4 @ 14" #4 @ 12' NONE 12" p 1 3 LF#2.0 ty ) LT35.50 r r...!.-"., r' , 1 0 4 ,,', \.. <'�: \/- ;,, ;f< CI 0 -r, , r ? ^ LG28_o y,1 _ •J �I THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 8' 2'-8" 4'-8' , (� {,I..(2T POOLS' �•."s DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808�i7 ° } #4 @ 14" #4 @ 14" 4-#4 #4 @ 14" #5 @ 12" NONE 12" C50 �11 9 10�Gx5'D , .,, �._ go I rl' /�� G27 60 U4' RECYCLED CONCRETE `. I (5 s In CP L ,,^._ UG37.00 3 % C 27.21 uc2fl oo BAST= COURSE (1)- O y �.••'- ." J LT37.50 O 28.41 -1 9' 3'-2" 5'-2" #4 @ 11" #4 @ 11" 5-#4 #4 @ 11" #5 @ 12" NONE 12"OTE: IN i- s o "`,_,4. LG2fl.53 , !, I I 11.CONCRETE TO BE 4000 PSI AIR ENTRAINED. 10' 3'-7" 5'- _ rs \ O `'8 / �% I 6" STABILIZED SOIL BASE �JURVEYOR'S GERTIFIG,� 9 #5 @ 12" #4 @ 12" 5 #4 #5 @ 12" #5 @ 12" NONE 12" G AA 3� UG39.00 � /j// 11 N 2.FINISHED SURFACE OF RETAINING WALLS MAYBE CONCRETE FORMLINER LG28.90 '� •'- _ za.as / � i- G' I UT33.50 3 11' 4'-1" 6'-7" 5 @ 9" 4 @ 9" 6- 7 4 @ 9" "t24•s UT30.00 z i I HEREBY CERTIFY THAT THIS MAP WA5 PREP PATTERN OR MASONRY VENEER. EL= 7.0 FA\/EMENT SECTION BOUNDARY AND TOPOGRAPHICAL SURVEYS MAL # # # # #5 @ 12" #4 @ 9" 13 // / •\ uT35.50 LT30.5o UNDER OUR DIRECTION. _ LG28.30 NT5 12' 4'-7" 7'-3" #5 @ 8" #4 @ 8" 6-#7 #5 @ 8" #6 @ 12" #4 @ 8" 14" OHNE O // o ` 7333.0 0 50 GUARD RAIL AS PER NEW YORK / - ,e b" IRE I j 1 LG27.95 i STATE BUILDING CODE 13' 5'-0" 7'-10" #6 @ 9" #4 @ 9' 7-#7 #5 @ 9" ON PO TS / �_. \ a #6 @ 12' #4 @ 9" 14" WI H b" G PI •� 2" ME TIG \ 1 �ry (STYLE AS SELECTED BY OWNER) / �. 24 1 o ° 4"x16"PRE CAST STONE SILL �h �S�r *2 , t 1 \ \ TRANSITION COLOR AS SELECTED BY OWNER GUARD RAIL AS PER NEW YORK LOWER STATE BUILDING CODE I E(3 / / G � // UT3 .50 uT3 TOP OF (STYLE AS SELECTED BY OWNER) B 1 +27.13 // O IN / \ T 9.5 UG3 .00 UG3 ( ) 'ham ��. 0 39. 0 LT37. 0 LT35 50 ` \ ��/�/• - a L 28. 0 LG28. 3 LG28. 0 "'yl WALL LT TOPSOIL&SEED ALL \\ '4R�< \ �S �0?9 \ O z 4"x16"PRE CAST STONE SILL z DISTURBED AREAS .O \ COLOR AS SELECTED BY OWNER Z c'� � \ O o r c0 \ 4� < \ N ! \ \ HOWARD W. YOUNG, N.Y.S. L.S. NO. 45aQ3 ih in io \ �?9 �� Q ITr Jrn -L FIN.GRADE UPPER ` \j\ PROVIDE SLEAVES IN CONCRETE TOP OF / FOR FENCE POSTS > 12 26.85+ +25.14 WALL(UT) E ` SEE SCHEDULE FOR REINFORCING F 'y' `�' �\\//%\X \\ \ 1 McCAL.L. BART N UPPER BACKFILL WITH L.I.BANK-RUN SAND * :�, L} .. \// \�, 1 I s GRADE &GRAVEL A O IMA LINK �%j vo ' + at CutGI'1 _. (UG) - P OF EXCAVATIO i 26 s 11 OUgUP, Town of Sc s FILTER FABRIC g V \/\\% 3 0 4 '� Suffolk County, New Yc LOWER GRADE 2.0 WEEPHOLES @ 10'-0"O.C. H PLANTING BED "0"- ^ �/ CRAP I NG 4 DRAT I NEIGE (LG) I oa CONCRETE SIDEWALK MAX s 18 u /\\/ ///�/ 3g '30 I o 4 Lw_ �' \\ 3? +27.60 I t_ Ja FIN.GRADE FIN.GRADE I 4' _' ' 1/\�/ 3 1; I County Tax Map District IOOO Section �O� B = 30 \/ 0 N \ +27.25 2 `� MAP PREPARED EXPAN I N - •¢> Y //N N S O JOINTTYP. CO \%\\//\� 3w..'."` D RB(AIN�1� 1 LB`" Record of Revisions - - - - - - - - - - - -- - - - - / . . REVISION Q / ._ 28.50 \ +26,87 - - - - - - -- - - - - - - - - FOOTING `,•� \\\\/r\ L� W v \ \ } ELEVATION 5ECTION \ er y \ DO or form G \rIOI"1 Mcoal �-L APR 2 0 201 i 30 O IS 30 6 REINFORCED CONCRETE RETAINING WALL vj'�ke "3 �5 50ALE: 1" = 4' 30' \ JOB NO. 20l a-OCA 13 1 DWG. 2014_0201_201 b_0013_sitep Ian (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTAELISH PROPEPTY LINES OR FOR EPECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIRCATONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNEPS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 000 N / 400 Ostrander Avenue, Riverhead, New York 11901 tel. 651.12 t.:2303 fax. 631.-72-1.0144 / admin@youngenglneering.com 4�t 4 i "00 SPS'' P 41 4"PVC(SDR35) 4"PVC(SDR35) \� Q �/ i' pip J`' Howard W. Young, Land Surveyor @ 1.000%MIN. FROM GREASE TRAP @ 2.000%MIN. W E r�\ 1.0 ,22 N P �Y Thomas G. Wolpert, Professional Engineer IE=25.14 BSMT LEVEL Yk> \v / Douglas E. Adams, Professional Engineer ' �� ` Robert G. Tast, Architect FFEL=29.00 `rs o / ♦' / / �' RIM EL=28.12 RIM EL 28.22 �O RIM EL=27.64 iFF� [�M20" MIN. � I a �( ,2 OIN. --- - ---- s __- - - b N 1FI-T IE-25.60 1.00' I b,o.5o'J IE=25.14 \ S G IE=12.41 • /. �� IE=12.62 69 41 PROVIDE CLEAN OUT @ _.__,_.__..__ 033' FACE OF BUILDINGLU BAFFLE W w TOTAL OF 2 POOLS U- o 5' DIA- x 6' DEEP o-b,' i- �i GPS / 2 Q N ►� # =300 SFSWAED 1200 GAL. SEPTIC TANK \ I �O rij� /GP / - - -24- - N IQ (- LEACHING POOL Q�¢�� / / c9� - _\\ ry / \ O O O 111 PI.2 (L ) SANITARY SYSTEM NO.I of / ✓ o g �� O M HIGHEST EXPECTED GW EL=2.8N ` 69 OL 0 9 F9 23 lu 0 4"PVC(SDR35) / / / "s\ _ O r @ 2.000%MIN. SAN I TARP NOTES BSMT LEVEL / �� ti9\\ \-\- `I O V FFEL=29.00 (7 __ St O I. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH SUFFOLK v o COUNTY HEALTH DEPARTMENT SERVICE REQUIREMENTS. RIM EL=28.50 RIM EL=28.60 5� \ -� C1 O X 11._ G s �: �" �: 2. ALL COVERS TO BE HEAVY DUTIr CAST IRON FRAME AND LOCKING COVER CAMPBELL FOUNDRY PAT. # 1007C OR APPROVED EQUAL. MIN. ' o \\\ 1 �4 \\�� 1 10 3- ALL STRUCTURES TO BE PREGAS>T CONCRETE 4000 P51. 8'OF 6"PVC @ 2.000% - v TO SEPTIC TANK - 4. ALL PRECAST CONCRETE 5LA55T $ PRECAST CONCRETE \ pt 2 DOM�gT�G O U COVERS SHALL BE HEAVY DUTY TRAFFIC BEARING PRODUCTS. _ IE=26.00 / SIGN E-25.80 �� 1 � 5. BOTTOM OF LEACHING POOLS SHALL BE PLACED A MINIMUM IE=25.30 O C� �Ci �� S PROVIDE CLEAN OUT @ / O OF 3 FEET ABOVE HIGHE5T EXPE077ED GROUNDWATER. p p Ix I POST O GO S \ O O FACE OF BUILDING �, Q9iP \ 6. THE MAXIMUM DISTANCE FROM FINISHED GRADE TO TOP OF SLAB SHALL BE 2.5 FEET. ' O�yP`O� / \�N 0 -i. LEACHING POOLS SHALL HAVE PA MINIMUM 3 FOOT COLLAR ! ti� �► \ 6� APR 2 01 ZWj OF GLEAN SAND. �� MONOLITHIC Ob?' / ��1-� MINIMUM OF 6 FEET INTO A VIRGIN OLS MUST PENETRATE A �7 8. EXCAVATION FOR LEACHING PO STRATA OF SAND & GRAVEL BELOW THE BOTTOM OF THE PROPOSED LEACHING POOLS. 1500 GAL GREASE TRAP - 9. IE = INVERT ELEVATION. `' 4/ 2 1 -- SAN I TARP SYSTEM NO.1 GREASE TRAP CV 11 m1,q}-d-4Jonn- / 2g I I I I I I 4�', J�O A_ 11 N IIIA- - - - 22-23- -24- 3- �- � =24= - � i ��GAS o \ -26- -26� s GAS 11 o 23' 19' �p Al' - -V 1.,- , 11 ENGINEER'S CERTIFICATION 4"PVC(SDR35) 4"PVC(SDR35) 4 1 - ; I anw d n- @ 1.000%MIN. @ 2.000%MIN. I 30l, 1 I 1 I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE BSMT LEVEL DISP05AL 5YSTEM(S) FOR THIS PROJECT WERE DESIGNED BY ME FFEL=29.00 I -- RIM EL=28.40 RIM EL=28.50 o Q _ 1 OR UNDER MY DIRECTION. BASED UPON A CAREDTHOROUGH _ _ �� STUDY OF THE SOIL, SITE AND GROUNDWATE ONDITION LL FACILITIES, AS PROPOSED, CONFORM TO T E SUFFOLK GOUN RIM EL=27.88 DEPARTMENT OF HEALTH SERVICES CON GTION STANDARD IN 20" 20" i" yd MIN. I EFFECT AS OF THIS DATE- xx I M IN. -�- ----- J I I FFTI32 11 HYDR�,ANT E=26.00 / L 1 I b,' IE=25.62 Loo 0.50' / HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893n IE=24.89 I / o �7 �/ I 8 IE=25.12 THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 i -0, PROVIDE CLEAN OUT @ _ °0 w f FACE OF BUILDING / / "._____._._.._.._.__..-._.-�._ O 0.33' -• - II -a_ . " I DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 80897 s' U ° o b,' BAFFLE / 4 pCOVide 0I LL o TOTAL OF 2 POOLS / -a 8' min. SANITARY between I I SURVEYOR'S CERTIFICATION / 1 1 _ _ I ; E; w 8 DI . x D P °_b?' / LP1.2 \ o I • I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING M CO =300 SFSWA 1 ` o I / SYSTEM N0.1 sanitary BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR r LPI.I structures N \ UNDER OUR DIRECTION. j 8 1200 GAL. SEPTIC TANK N LEACHING POOL Cli (LP22) SANITARY SYSTEM N0.2 SANITARY �n n. L1-#2.0 SYSTEM N0.2 �� min I I Cr (2) POOLS /LP 2 lo'c�x5'D aro �'�-1� •` ��II ot/r...�- TEST HOLE DATA �; c 5T �� li � / --� �c I HOWARD W. YOUNG, U.S. L.S. 45893 BY LAND,AIR,MATER S � ENVIRONMENTAL SEPvICE5,INC. C.I. FRAME COVER- CAMPBELL \ O DATE: JAN.21,2015 FOUNDRY PATTERN NO. 1007G, OR APPROVED EQUAL. o.o'B-'EL=26.83 EL= 1.00 ?$6 GT �-r LP2 51/mss /. c� 0 BROWN SILTY SAND ASPHALT PAVEMENT °T / �' ii- rn (SW) FINE �j /k� �sl� '\ Sl" - McGALL BARN TRACE OF GRAVEL 2.0' BROWN/LIGHT BROWN SILTY SAND \ / PRECAST GONG. COLLAR ONNE I v / // �Z -a 6" IRE IN at Gutchougue, Town of Southold m (SM/SW) FINE/MEDIUM 24, _ TRACE OF GRAVEL :• a 12 DOW POUTS / / i `� P _ 2" ME TIG Suffolk County, New York 0 4.0' WI H 8 VG PIP pro de xte for WATER SUPPLY 4 5EWAGE DISPOSAL PLAN Ln 6" GLEAN SAND g GRAVEL cl an uts f ce F \ f b ilding Count Tax Ma District 1000 Section IOQ Block OI Lot 38 LIGHT BROWN SILTY STAND > STOPPER OR END PLUG ES y y p (SW) MEDIUM TO FINE 0 IN SEWER PIPE B-1 �� fi // MAP PREPARED APR. 16, 2015 o TRACE OF GRAVEL � 0 a 30° ELBow �� \ �� Record of Revisions GIi \ CIO \ REVISION DATE 24.0' GW EL=2.83 60° NYE / / O LIGHT BROWN SILTY SAND IN WATER (SW) MEDIUM TO FINE TRACE OF GRAVEL / \ �\ 30.0' TYPICAL CLEANOUT DETAIL m FOR AREAS SUBJECT TO VEHICULAR TRAFFIC 2 / 20 O 10 20 40 60 \ SGQIe: 1" = 20' JOB NO. 2015-0013 2014_0201_20I8_0013_sltepIon 5 OF 5 OF Y MAP RVEYOR'S INKED SEAL 55ED SEAL SHALL NOT Y. EDUCATION LAW. 2 DISTANCES SHOWN HEREON FROM PROPERTY ONES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTYTO LINESOR FOR AL INSTITUTIONS RECTIONPENCES.(3)COPIES OWNERF TIS)THEYLOCATION T REARING (W TMSE LAN TANKS(ST)S CESSPOOLS(CP)EMSHOOWN HEREON ARE FROM BECONSIDERED NSIDE AUTOS AND ORD TRU COP OBTAINED FROM OM OCERTIFICATION (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EOUC () INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE 400 Ostrander Avenue, Riverhead, New York 11901 / — tel. 631.121.2303 fax. (551.121.0144 2"x4" WOOD POST _ _ ` / cidmin@youngcnglncerine.com�.',� / � dmin®youngengtneertng.com FILTER CLOTH WOVEN WIRE FENCE / / 4 STABILIZED 4 4 + a.00' CONSTRUCTION _ RAIL _ iy ENTRANCE / % / Howard N. Young, Land Surveyor Thomas G. Wol ert, Professional Engineer f' ;;- �2�" Douglas E. Adams, Professional Engineer 7ff2-x4-�:yqcOP WOVEN WIRE .f'l / p g FENCE / EXISTING TREE TO REMAIN FILTER CLOTH / - �.,.�-- � �',. : / / � — s�NP�Py Robert G. Tast, Architect �\ INLET ET / / E R D 2 O a x 4 W O - 2 D � U° RBE 15TU .' - D o �.. PROTECTION v O TEG PR 0- �• �. RB ED -. 5TU - ND I - I U / - o N 't• P RAILS 2 R tt A 2 W ARE \ � N FL O i RE A - 2-"x4" WOOD POST _ z - .I. 1� �\ SECTION ELEVATION \ ti/ M GENERAL POLLUTION CONTROL MEASURES FIN. GRAD E „-` /. ' 1 W � E ELEVATION % 6 IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEG GENERAL STORMWATER PERMIT, STORM WATER MANAGEMENT AND EROSION PLAN AND SEDIMENT CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO, SILT FENCE y <-'`'rJ - 'f'. // „_,-i y„ ry THE FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: TREE PROTECTION NTS NT5 s� I. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED (BY O <'f - �`'3- 1 N N INSTALLATION OF GONSTRUGTION FENCE OR OTHER APPROVED O o S MEANS) AND SHALL REMAIN UNDISTURBED. —24 °p 2. CLEARING AND GRADING SHALL BE 5GHEDULED 50 AS TO MINIMIZE THE EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT o AREAS ARE EXPOSED. GRADED AND STRIPPED. AREAS SHALL BE �/' / �'; /,�:• �3 KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING A5 21"x4" WOOD FRAME �� ✓`f �' o\ �ry / ti /P9 ( a3 e ,° ,. REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL �o� f" / ,f GJ� \� ,.. o ��'. _ 5 �� CONSERVATION SERVICE RECOMMENDATIONS. IN AREAS WHERE SOIL FILTER FABRIC EQ ,! DISTURBANCE HAS TEMPORARILY OR PERMANENTLY CEASED, f %! / �• TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES °°Eo �� , / / / / as • �s N O SHALL BE IN57ALLED AND/OR IMPLEMENTED WITHIN SEVEN DAYS. �' J / / / D ° NCA O�� 5. THE LENGTH AND 5TF-EFNF-55 OF CLEARED SLOPES SHALL BE SILT- ' o O # MINIMIZED TO REDUCE RUNOFF VELOCITIES. RUNOFF SHALL BE FEN OF o 1 O OO DIVERTED AWAY FROM CLEARED SLOPES. \� t 4. SEDIMENT SHALL BE TRAPPED ON THE 51TE AND NOT PERMITTED 00000000 TO ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE Pesti I , ( m SYSTEMS. SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE LIMITS OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND F,p 00000000 f�„"s `.,nJ' �A'r" ,•� SIIGN`/k < r.. Q�y `I'' �/ _ SILT SHALL BE MAINTAINED UNTIL CONSTRUCTION 15 COMPLETE. 00000000 '��` %/ f Je°� a/ / P0�<� , fl> Q �c,�`"'� I{ �1"` ENG 5. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO O�ODOODO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO UNTIL THELOCAL O51TTE 15HPERMANENTLYOSTAB ENTRANCE ED SHALL BE MAINTAINED 00000000 ,,,- � = / -` / /' / pv 27 /)� I \2 �S �'� O 6. ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH ° LOCAL REGULATIONS AND APPROVALS. DRAINAGE INLETS INSTALLED 9 ON-SITE SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH T— -� THE USE OF APPROPRIATE INLET PROTECTION. / I I I I I + G„o co PLAN 1 t. rn o / 1 I I III �-yTOp 7. THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING 2"x 4" WOOD STAKES I'l ° - - . 5 CONSTRUCTION:: A WATER DOWN ACCESS WAY5, 5TOGKPILE5, AND �% R0 I ^•-�`"� 1 11 i / `� I I Tri;` J 1, / MATERIAL PRIOR TO LOADING; B LIMIT ON SITE VEHICULAR SPEEDS { G° 22- r- TO 5 MPH; G- PROPERLY COVER TRUCKS CARTING LOOSE MATERIAL / f'f LIMI OF LEARINGI � –—243 =_ -j / 9 0 / v 26 ` _ — „J: .� -- AND GONSTRUGTION DEBRIS. s- /'O" / FILTER FABRIC // TGR DING GROUND -26– –26– t'`: - , / ° Q R✓ r 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES 2"x4" WOOD FRAME f r ry I n DI TURBANCE �6._ 2"x4" WOOD STAKES om rn ( I G -+� SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE ' S ' �, p PERMANENTLY STABILIZED. FOLLOWING PERMANENT STABILIZATION, IJ 50 r / ,`T �> 4� fi PAVED AREAS SHALL BE GLEANED OF SOIL AND DEBRIS AND n = STAGI G o DRAINAGE 5Y5TEM5 SHALL BE GLEANED AND FLUSHED AS �/ NECESSARY. I 7 AREA / ` '. 1 O S � 9. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE O PERFORMED A5 INDICATED BY PERIODIC INSPECTION AND AFTER �HYDR�NT 9 HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES ARE TO INCLUDE, BUT ARE NOT LIMITED 70, GLEANING OF RECHARGE BASINS, i ( �'�. I 9 SEDIMENT TRAPS AND DRYWELLS, GLEANING AND REPAIR OF 111=]I e P I }r / / it SEDIMENT BARRIERS, REPAIR OF BERMS AND RUNOFF DIVERTERS, I IIIA' �-;i t 111 III -€ 'I F IEII - II - provide , -��^ l-�` 1� 1 AND GLEANING AND REPAIR OF INLET PROTECTION DEVICES. '.8'm n:`� 10. DURING CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH SANITARY --- < between L, 1 1 / Y' 2 =S o ALL LOCAL REGULATION5 CONCERNING THE DISPOSAL OF SOLID {y. r Sanitary, 1 � � SECTION 11_ I \ "-�.; / SYSTEM NO`a ry, �. 1 1 WASTE AND DEBRIS AND TOXIC AND HAZARDOUS WASTE, A5 WELL A5 34 `--Structureg-��,,��` = 1 1 SANITARY SEWER AND SEPTIC SYSTEM REGULATIONS. FILTER FABRIC {O I R " i _r\.,. �, s., n 1� BURIED 12" MIN. DRAINAGE z N �( " 1 •�- ') SANITARI(L r �e� _ �!�1 1 I. CONCRETE WASH-OUT OF READY-MIX TRUCKS 15 NOT PERMITTED S -. iF a ,ate, AT THIS SITE. INLET O O 1 • ,. - 1 1 L'~� LF#2.:0 ZaYSTEM N0.2-,_. INLET PROTEGTIION NOTES LP 2 l 1 rnd 6` (� O �, 10'cAxS.'Dl�T *.�'-• 6 rt7_' � — 1 UNLESS OTHERWISE DIRECTED BY THE OWNER, THE CONTRACTOR 15 I.FILTER FABRIC SHALL HAVE AN E05 OF 40-85.BURLAP MAY BE ► + I" > s.n 3 :o ( 1 RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF USED FOR SHORT TERM APPLICATIONS. 9 \'r tt f ` y� ST / A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF f 1 GONSTRUGTON ACTIVITIES, PREPARATION OF INSPECTION REPORTS, 2.OUT FABRIC FROM S _l O �e AND REPORTING RELEASE OF POLLUTANTS TO THE PROPER JOINTS ARE NEEDED'THEY WILL BE OVERLAPPED TO THE NEXT \ O 4 STAKE. (1 I G �$ Q LP2.1 1 AUTHORITIES AS NECESSARY TO COMPLY WITH THE NYSDEG GENERAL J� r`� =- / � � STORMWATER PERMIT. THE CONTRACTOR SHALL REPORT ANY 3.STAKE MATERIALS WILL BE STANDARD 2"x4" WOOD OR STAEGU1vALENT.METAL w1TH A MINIMUM LENGTH of s FEET. .6 GT /�T \ REQUIRED MODIFICATIONS TO THE SWPPP NECESSITATED BY FIELD 4.SPACE STAKES EVENLY AROUND INLET 5 FEET APART AND DRIVE EL 7 O �` 1 A MINIMUM 8 NCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE cj qD 2g/b ,\ \ CONDITIONS OR GONSTRUGTON ACTIVITIES TO THE ENGINEER FOR BRIDGED WITH THE lUSE OF WIRE MESH BEHIND THE FILTER FABRIC \ / O � « 1 � REVISION OF 'irHE SWPPP WHERE APPROPRIATE. FOR SUPPORT. 5.FABRIC SHALL BI<EMBEDDED I FOOT MINIMUM BELOW GROUND DOW POF, TS AND BACKFILLED. IV SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. b. A 2"x4" WOOD Ff7AME SHALL BE COMPLETED AROUND THE CREST. WI H S' VG PI ry\ �6F' pro de Xte IOr 1 ° 7.PROPRIETARY INLET PROTECTION MAY BE 5UB571TUTED IF 1/ �� S r \ CI an tS f e \\ APPROVED BY GUALLIFIED INSPECTOR. 9 / <� \ // f b ilding ES IN f=I LTER FABRIC DROP INLET PROTECTION NTS � \ R�<�. SSo�90 \ o t!, l�S� \\ �� \ �� l,� o ` N ENGINEER'S CERTIIGATION ----- 0\ / \ p\ F? \ 50' MIN. \ \ \ 1 1 1 EXISTING STONE PAVEMENT 21 EXISTING S. PAVEMENT GROUND _ _ - N Ro 1 r MOUNTABLE BERM - _...... � z 36 LIMIT OE G 1 1 THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 (OPTIONAL) JY FILTER GLOTFN GRADING DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 8089-1 2� PROFILE s 3RG �O .�••� 11} 11 1 50' - 1 1 �o 2Q0•a0 SILT MIN. ..� = Gey- \ FENCE 1 . .�-�'�"�" 'tA�N�1� ppR 1 1NINERY WASHRAGK C\f z (OPTIONAL) - 1 MGCALL BARN �go00'ADIYA \\ 1 at Gutchougue, Town of Southold / r ` :;:1 : w • , Suffolk County, New York EXISTING C " PAVEMENT i =Ac' RErvA_TE -: _ :•_::;: _ o , STORMY^IATER MANAGEMENT CONTROL PLAN TZ `\noW of f0 LLG County Tox Map District 1000 Section IOC Block OI Lot 38 I I PLAN � y�Z,lker MG16-1'3 I I \000—e)4.2� ��j11 MAP PREPARED APR. 16, 201a DRAI NAGE TO SEDIMENT V TRAPPING DEVICE \ 1 SEE NOTE 8 \ Record of Revisions GONSTRUGTION ENTRA GE NOTES REVISION DATE 1 C. 1 I. STONE 51ZE-USE 2"STON~,OR A RECYCLED CONCRETE EOUIVALENT. z 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 50 FOOT MINIMUM LENGTH WOULD APPLY). Y 5. THICKNESS -NOT LE55 THAN b". 4. WIDTH- 12'MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR 1 EGRE55 OCCURS. 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER-ALL 50RFAGE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A I MOUNTABLE BERM WITH 5:1 51-OPES WILL BE PERMITTED. 7. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL �\PP 2 PREVENT TRACKING OR FLOKNG OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT (I i 5O O IS 3O 6O 9O SPILLED,DROPPED,WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED } IMMEDIATELY. a. PERIODIC INSPECTION ANI:'MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(7) SGCIIe: III = 30 CALENDAR DAY5. - JOB NO. 2018-0013 DWG. 2014_0201_2018_0015_sitepIon 4 OF 5 STABILIZED GONSTRUGTI ON ENTRANCE NTS (i)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSMUT1ON.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 19.06 400 Ostrander Avenue, Riverhead, New York 111101 OR Py ' tel. 631 3 i odmin@youngengineering.com leT Mq 4 yonq 9.84 Howard N. Young, Land Surveyor 18,44 Thomas G. holpert, Professional Engineer �J I ,G� Douglas E. Adams, Professional Engineer a J- -1;,+1-20.041' O 18.89 8.63 d 'H 20.58 1.09 0.53 18.96 9'1 GUFe� :i$ Robet G. Tast, Architect cG�O. e 0.750 / / 9.31 �. .-1-20.71 f//! 1.20 1' - - SITE DATA S -' '' ✓ 00 r TOTAL AREA = 50,000 S.F. ti r- 1 1.26/ 0.12 1.72 VERTICAL DATUM = N.A.V. DATUM (11188) 212.69 r '" 1/-'i0.52 0.4921/ / 21.66 21.77.f""�� 21.46 2.06/-�' / \\�-,f%" // / E� Sa- - 0 /2 N 0- 21.07 -� 22.12 ��0. ;�� / / / .\O '� 21 2.90 ,,g31' 1.56 #3 2.52 ./ 2�1 Vii" / / 1 24" DIA "2L49 i 1.92 ( l 2367 4" DI #4 1 I Yv 24. 12" DIA 40" DIA .)1-5+ 2 2.95. ZSR 24.832" DIA ,/" f,�l •`tet f !! /��\ _ _ � / N / \ 23.01 / -24- \ ! / / // / 3.32 / / /r / o \� / #75 ' 24.74 / \ DIA r1� -% 2 / 36" DIA / \ 23.98 QJ / I #i 9 _ / 22 50 6 00 0 j ry �� o/ 1 -25�. / 28' DIA\ 25.15 43 99 °6 DIA "22.72 /�o� / / #74 +25.13 #10 8" DIA e +23.43 36" DIA 8" DI #9 DIA �.� / / BOG �"h'�\ �\�F,S,."Jy,• / // / / " #12 #1! DIA 3.72 �'��_� �, # DI 73 0 104 5" DIA O r"' 3.07 // 28"DIA #21 #20 40" DIA 14" DIA +25.20 3�DIA #15 o \ 10" DIA /// J,/i' �-h"• P�-� 23.71+ S�G, ' # rF 23.86 \ 16 _ 8" DIA +25.53 #17 SQ�`�P1 /, #22 #23 d.47 12" DIA Off\ 4.04 �., JPF' 24' DIA 12" DIA + 3.44 0� 5.5 #18 /� ✓ / SIGN 25.80 25'9 14" DIA oOJ� /24.1 24.29O + #25 POST 1 a 10" DIA II #24 24.14�,. / ii #72� / 27 14" DIA ft0. 24.05 / ,/ _ / 56" DIA \ 1#0"DIA #26' 24.33 GOaG / r �/ / / \ 4.0 +25.41 \ 6i 0" DI 23. /4 3.58.0a" ✓ f ��/ / �' ' 2R� 26.00 Q +44.40 / o #71 2 1 #28 3 ` 36" DIA N /' / 3.92 4D/ c3 / 36" DIA I I I 22� 2 90t I I\ ° f '` Iti m I I( ' 121.,85 11\ Cil 4.08 23.58 4.27f� /f oJ�023 47 1 I III '23.8 25.84 \11\I78 221.59++2�� I #2s DIA #34 36 / 3 25.09 6/ \��_- 23 /?6.81+ 6 DIA 10" DI 39 0 2 _-24- #35 # 9 ,fel /''• // D - - / +\ �26?5- 26� #30 10" DI / 36" DIA 3 +24.66 / // Z 26.72 + 6" DIA ° \F, m / 24o DIA 26.73 0' DIA O E 8• DIA 83 per/ I fi 4.14 ? z I VNo��E� / 1�2' DIA #41 a / ' °' O #38 I 5 0to ENGINEER'S CERTIFICATION l}S +26.8 24" DIA O S 12. 0 DIA I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE O II p DISPOSAL 5Y5TEM(S) FOR THIS PROJECT WERE DESIGNED BY ME O I 69"DIA �21� #42 S OR UNDER MY DIRECTION. BASED UPON A GAREFU OROUGH 12" DI /+27.00 STUDY OF THE SOIL, SITE AND GROUNDWATERDITIONS, / 12" DI I FACILITIES, AS PROPOSED, CONFORM TO T4, 5UFFOLK COUNTY 1 // 043 DEPARTMENT OF HEALTH SERVICES CONS CTION STANDARDS #66 / 18" DIA I EFFECT AS OF THIS DATE. 25.71 / 18" DIA // #5, 12?DIA 126 DIA 123 DI I • / / 12'DIA #54 0 12" DIA 45 #4 0 #4 7i 24" DIA 36" DIA m0 7 #55 #44 I (,�• v N En 12' DIA #60 24',DIA 24" DIA I '`.�e* I 1 Z Q 12" DIA °#ss Gos I HOWARD W. YOUNG, N.Y.S. L.S. NO. 458113n '.4,`<'_'; s O #ss° 141" IA 36" DIA DOGE 05 W0 THOMAS G. hOLPERT, N.Y.5. P.E. NO. 61483 o '{ 0 22" DIA 7.4A DOUG8 LAS E. ADAMS, N.Y.S. P.E. NO. 08-r o O -ts 11444 DI `1'2'�'DIA s rAnd ,z�, 27.�1 �' co #65 8" A 1 5URVE*` 5 CERTIFICATION M N U[r14 DIA ��/ oaTul a!genal, js 8 0 \ / • 1 HEREBY CERTIFY THAT THI5 MAP hA5 PREPARED UTILIZING #49, \ {24.9 BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR N \ '14" DIA ` UNDER OUR DIRECTION. #51 N \ / 40" DIA\ 62D8A\ 24. 1 a ) / +26.75 \ o S / I I- / +27.13 / HOWARD W. YOUNG, N. .S. L.S. NO. 458113 \ +25.14 26.85+ i D cCALL }BARN \\ \ I�/I at Cutchougue, Town of Southold `\ +26.82 I Suffolk County, New York EXISTING GOND i T I ONS MAP N \ I I a \ I +27.60) \ I I County Tax Map District 1000 Section IOQ Block OI Lot 38 F 1 2(,�O 00 1 I +27.25 MAP PREPARED APR. 16, 201e, IL Record of Revisions REVISION DATE \ +26.87 \ 1 Z \ ` \ 1 forn'�r�y ' APR P 2018 T \noW o McGQ�\ LLG 50 o 15 50 60 110 >600 Scale: I" = 30' J a JOB NO. 2014-0201 2014-0:201 5 OF 5 El = MONUMENT 5ET ■= MONUMENT FOUND �= 5TAK•E SET A= 5TAKE FOUND