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HomeMy WebLinkAbout1000-96.-2-10.1 (2) BLDG INFO AREA COVERAGE P 55 o O DE516.: 5TRUGTLFEN5E: AREA. PROP AREA n ��� EX1 PO FOR WORK IN THIS AREA. o EXIST B5MNT Ist FL. 2nd FL. B5MN7 1st FL. 2nd FL LE I STY FR BUILDING wA 4264 SF WA N/A NIA N/A �' 6' �\'� \ PROPOSED PARTIAL SITE PLAN, 51TE ne ® USE: FARM5TAND � o p-1q \ ZvcyS`a e° LOCATION aRaG J �i I STY FR BUILDING v'` WO/F ^1,9 \ No SANITARY SYSTEM WITHIN SEE DRAWING No.2 SFA NF �° FIgN ¢ o O USE: SHEEP BARN WA ±7200 5F WA WA WA WA �� �" MINNIE BORAWA <� . �}- 200 FEET OF PROPERTY LINE x56.0 � °r `� F O I STY FR BUILDING A ±544 5F WA WA WA WA �• 55 ��� ��. .'\ 9-�°`� ' EXI5T NO SURFACE WATERS WITHIN PROPOSED PARTIAL LIGHTING PLAN, "� °° East C Lu C, G W A� ).;. UTIL POLE O USE: GARAGE O V �.. \� F SEE DRAWING Q 300 FEET O PROPERTY LINE IN N0.4 D I STY STEEL BLD6 WA WA WA WA I p08 SF WA USE- CHEESE MAKING NO WELLS WITHIN 150 FT OF © 2 STY FR BUILDING 1550 5F ±1500 5F tIS00 5F WA WA WA b� I�,� \.�+ PROPERTY LINE u z ? USE: DWELLING / / - -\'4� �' '' S _ s S .�e, \ Cutc6o eSlalinn srF W AREA TOTALS: ±550 5F ±13,508 5F ±1500 5F O 5F 1,005 5F ` �1�q9 co R4Nc zs / / p� \ EXI5TIN6 51TE GOVERA6E: 13,508 5.F.(1.13;5) \/ \�• / ;': \ ' oePROP05ED 51TE GOVERA6E: 14,5Ib 5F.(121%) EXIST �RrF p 8 EXISTING F.A.R. = OD130 (15,558 S.F., 1300 / �,• �, \ UTIL POLE D - 0.0138(6,566 S.F. 13855 \ 5 �qLF ry •'�(''' EXIST. ELECT SERV TO REMAIN ti v PROPOSE F.A.R.F. - ( ,5 1 J / FALLOWtzwL"i .a' 4 srs r ,. EXIST.FARM STAND/ F o� / I FIELD ;J' ANEUVERI# t" - 5TORA6E BLDG (TO BE REWORKED) LOGATION MAP / \" \ NOT TO SCALE 0 5 0 0 I LAWN 50 ;; ® 6 .s Fo A \ I \ 15TY FR BUILDING �Fiy� / PROPOSED S I TE PLAN: (TO BE a REWORKED X}6RVL OPK4 S \ I SITUATE AT: CUTGHOGUE t(ANE1JyERNC7' TOWN OF SOUTHOLD WO/F o • �q �q :a� \ .; �' SUFFOLK COUNTY, NEW YORK S.IG TM. No. <<ow � .;. : :; 10 LAWN SGTM NO.: 1000-q6-02-10.1 4 10.2 GUTGHOGUE FIRE DISTRICT �� /q \ I /F EX.RET.WALL ro \ ( ZONING DISTRICT: 'AG' AGRIGU TURA G -. o L L ONSERVATION -- o 100"(2-2-10J TO REMAIN h��9'_ Fo RE5ERVED AREA - -- -- �� D G TO X.. N h�e �'"�'� - � \ PROPOSED CURRENT E: FARM 55 (DEVELOPMENT R16HT5 INTACT) 6o O 26.4'x 2o.b' �6 . \ Aq��F \ FEMA FLOOD ZONE: N/A �?� o� AREA: 80 00 5.F. (1.84 AG) I / o. tip O •` / I A EX. DECK � \ \ oD / \ 1 / ATO REMAII \ \ I \45 x41.5 51TE DATA:OVERALL SITE: Q1;F:FAREX1 II • SS S.F. PROPOSED., EXISTING p� \ \ 4d3 '2 (±2-1.5302 AG) FR.BARN �`� I 8 \ EX.2 STY FR. • / \ 1 / \gyp (TO RE Mme) \ \ HDUSE REMAIN �. CID \ / \ FOR BUILDING INFO / AREA COVERAGE SEE CHART (THIS DWG) �Q QQi, x55.2 \ I � 60 / \ / / IMPERVIOUS SURFACE: m NO 5URFAGE WATERS WITHIN /• \ l \oGF / 42.0'X24.0' \ FALLOW 40 EXISTING AREA: 13,508 S.F. (1.1355) m 300 FEET OF PROPERTY LINE / I �� FO �R� \ / FIELD p (p• \ k- \4h� PROPOSED AREA: 14,516 S.F. (1.2155) O NO WELLS WITHIN Iso FT OF / I O oi,�/Fi . / o / b� (DOES NOT INCLUDE GRAVEL PARKING AREA(S) PROPERTY LINE \ \ I / ��0 Fro Sox POSTAL DISTRICT: CUTCHOGUE APPLICANT: W N .0, FALLOW �/ i. 35 5Gi TOOL DISTRICT: 50UTNOLD MORTON BUILDIN65 ` V r- �ItKti FIELD /ion �s� FIRE DISTRICT: SOUTHHOLD 22355 COX LANE,UNIT No.4 [)� m 6j FALLOW 1 oma, ELECTRICAL SERVICE: LIPA CUTGHO6UE, NY 1105 O wo/F FIELD I \ NOTE: LINES OF DELINEATI9N- / / \ WATER 51JPPLY: 5(WA(PUBLIC, WATER) 631-134-4060 FLOOD ZONE: WA RHX CORP. / SHOWN HEREIN ARE USED/FOR / SITE 15 IN 6.W.M.Z.: IV < I I 1 TAX PURPOSES ONLY / -- � � / SITE PLAN BASED ON ORIGINAL SURVEY BY: [-+ xz � 51 I PECANIG SURVEYORS,P.G. O x41.5 / ( 1230 TRAVELER STREET JAME5PORT, NY IN41 m I /o x560 SURVEYED: JAN. 10, 2001 EXISTINGp 4I0 IRRIGATION 28.0 SURVEY 50ALE: I" = 100'-0' A4 Q L ELL AR.) CL x31D r\ \ ELEVATIONS BASED ON TOPOGRAPHY MAP - 5 EASTERN TOWN5,SUFFOLK COUNTY, NY O u� DATED: 10-03-IL FALLOW \ - DATUM: ELEVATIONS ARE REFERENCED TO VERTICAL DATUM BA5ED ON MEAN m N FIELD aQ \ \ I 5EAL LEVEL OF SANDY HOOK N.J. AS ESTABLISHED BY THE U.S. COAST AND 6E0DETIC SURVEY 5L T.M No No SURFACE WATERS,WITHIN ��R$ I I \ \ I000-gb Z-10� Q� / /o ^ 300 FEET OF PROPERTY LINE �', 11 � x34S Lw rS / /\ DEVELOPMENT R16HT5 EASEMENT .P 01 NO WELLS WITHIN 150 FT OF NOTES: �' H o� \ (DEVELOPMENT RI60T5 SOLD) x38.5 / �O PROPERTY LINE I. E_EVATION5 ARE REFERENCED TO FIVE EASTERN TOWN5 TOPOGRAPHICAL MAP AREA: 1,119,213.2 5.F.(25bg36 AG) w / �4`/ .. x31.0 EXI5TING ELEVATION5 ARE SHOWN THUS: 25.0 IN ER: WO/F ANN MARIE 6oERLER REVOCABLE LIVIN6 TRUST EXI5TIN6 CONTOUR LINES ARE SHOWN THL6: 25 \ \� FALLOW \ \ / \ ((/ �-0, (DEVELOPMENTNNFFORIGHTS) O� N e��O THOLD x51.0 \ FIELD I � \ \ I /�/ CO \ v�6 '�`� THE UNDERSIGNED,PURSUANT TO SOtMIOTA)TOWN CODE S>rMON * F� 35 ATPR 1 VAL SS&F RTIII I THE ONVLEDGES AT TTIE CONDITIONS OF TIEE SITE RESOLUTION OF APPROVAL DATED SCOPE OF R K` � 1'�� 1 w x34.5 APE ACCEPTED(SEE CONDITIONS ON RESOLUTION). WORK: t2 w ST/NG PL RINT N. . - � I. BUILD PROPOSED BUILDING 'D'. cn� 2. PROVIDE PROPOSED SANITARY AND KITCHEN WASTE SYSTEM. CONNECT TO PUBLIC 073495 \ • \ �o � l l�.► n l� WATER AND INSTALL PROPOSED I'V WATER 5ERV. LINES TO BUILDIN66 'A', 'D' AND 'E'. OFES SIONP� 40 A THORIL I TITLE DATE 3. PROVIDE PROPOSED P.G. SLAB FOR DUMP5TER AREA AND ASPHALT SURFACE FOR APPROVED BY H.G. PARKING AREA TONIN Or�_SOLTHOLD PLANNING BOARD 4. PROVIDE STORM DRAINAGE AND LIGHTING. JEFFREY T. BUTLER, P.E. � r.�,i„Q Q � -Aa 414 SHEET INDEX f��. CHAT"tP;'1t50V SIGNATURE � ZONING INFORMATION: N O swo \ \ \ I NOTE:The ap-roved site develorr-nert p!^n shall be valid for a period of eighteen(18) I.OVERALL 51TE PLAN O x44.0 months from the date of approval as per code section 289-132A. 2.PARTIAL 51TE PLAN 66RI CULTURAL CONSERVATION SAGO ~ v No SULOT SIZE;80;000 5.F. MIN -7 SURFACE WATERS WITHIN \ . \ \ \b• \ 3.DETAILS 199,2155 S.F. (215302 AG) N O 300 FEET OF PROPERTY LINE \ \ 1 1 \ I 4.PARTIAL LIGHTING PLAN EXISTING: I, I • • lfl \ I \ I l \ \ PROP05ED: N.G. u') tY CD NO WELLS WITHIN Iso FT OF \ \ I I \ I Q )- LL PROPERTY LINEFALLOW LOT WIDTH; 115' MIN Z Ae O Q \ \ FIELD I \ I \ s62 40 5 EXISTING: 16438' W O Z m } 35 PROPOSED: N.G. w - x Z O LEC SND. LOT DEPTH;250' MIN z �/ O N < CL • (L \ \ T/NG \ \ PROPERTY LINE EXISTING: 1,131.1 a LL \ / PROPOSED: N.G. lL !� � � p WO/F RHX CORP. /x35.0 / KITCHEN WASTE LINE KIT FRONT YARD SETBACK;b0' MIN Q v I`-_qO SANITARY SEWER ssss EXISTING: I1'7b' Cn Z PROPOSED: 1485, = < Z O \ FoF \ I 1 I \ /. / PROPOSED WATER SERVICE L1 � T_ < \q<<o \ \ \ �� / REAR YARD SETBACK: 15 MIN J -V4-V4- EX15TING: 811.2' 6 t EXISTING WATER SERVICE 50 \�o \ \ \ \ o"J� x405 I - - PROPOSED: 841.2' P4 x j 0 STORM DRAIN 5D SIDE YARD SETBACK: 20' MIN W In N NO SURFACE WATERS WITHIN \ I \ \ , /yam / / \ FLOW ARROW EXISTING: 1838 LL - O PROP05ED: 346 8' - 30o FEET OF PROPERTY LINE -� \ FFIELDW I \ /35.0 sl�,2s. \ \ STORM LEACHING POOL ( 51 ' O O NO WELLS WITHIN 150 FT OF \ \o` \ l J'� Std,, 40 � /0� DE YARD SETBACK CUMULATIVE: 45 MIN Z PROPERTY LINE \ I /•� - 8�' 5EPTIG TANK/6REA5E TRAP f EXISTING: 5512 z I- / O/ PROPOSED: N.G. n < 45 Qj \ \ 1 �0 //t" ' \ LEACHING POOL ( O O C� •�6' ( \ �o���`� -/ ��� '�O 35 �`�j LIVABLE FL. AREA /DWL6 UNIT: b50 S.F. MIN EXISTING: ±3,000 S.F. _ w \ \ \ \ \ o��P� EXISTING CONTOUR - -(0- -- PROPOSED: N.G. OVERALL SITE PLAN \ � • \ \ • \ \ \�.o��'s 34.5x / /',� EXISTING GRADE x 6.0 MAXIMUM PERMITTED DIMENSIONS: P A 6 E ; l •(1 LOT COVERAGE: 30% MAX (35q,1b5 5.F) EX15TIN67: 13,50b !5.1`. (1.13.05) 1!uI MAR 3 2016 �- / \ \ / Y`- NO SURFACE WATERS WITHIN 80 40 O 80 I60 240 \ � 'y 300 FEET of PROPERTY LIKETAT HOLE PROP05ED: 14,636 5.F. (12255) ScctneiTo.vn GRAPHIC, SCALE I" = 80'-O" Planr.in� \ / 1 BLO6 HE16HT: 35 FT. EoarU 40� / STY'S MAX No WELLS WITHIN Iso F7 of PROPERTY LINE FIN15HED FLOOR ELEVATION F.FL.EL. = EPROPOSED1: NL./2 STY u � O x35.5 O F 4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRIGTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXGEPT BY WRITTEN PERM155ION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RE5TRIGTION5. HANDICAPPED PARKING 516N NO 51JRFAGE WATERS WITHIN 300 FEET OF PROPERTY LINE ABANDONMENT BY REMOVAL. PAVEMENT SECTION (MINIMUM THICKNESS) NO PARKING ANYTIME RESERVED �A1 -- I -. --- - -= - ------ } EXI5TING 5Y5TEM TO BE ABANDONED BY REMOVING T u� o ASPHALT CONCRETE ASPHALT BASE COURSE PARKING ti � NO HELI-5 WITHIN 150 FT OF ALL RE-51DUAL SEWAGE WA5TE5 BY A LIGENSED 1 1/2" e � � WEARING COURSE Ni p co �- PROPERTY LINE WA5TE HAULER REMOVING THE ENTIRE 5TRUGTURE(5), r�r�T%7° Trr riii�l� r�rr�li�i? °o °o N 45/ BACKFILLING WITH SUITABLE SAND AND GRAVEL ASPHALT CONCRETE 2 I/2" STONE BLEND BASE-95%COMPACTION(STANDARD PROCTOR) // `9" P Q r\�� '� BINDER COURSE ,\\i\Y" G\i\\i\\!\;�'� � SITE AND PROPERLY COMPAGTING. z o LOCATION � STONE BLEND BASE7 4 of NSW Y01 CIS`( ° °yS�" e 4 Q -� _ LU LU o � &SONG 15�ANn Par P �O TEST HOLE ° � � Q tTa '� o �--► H.G. PARKING AREA 800-272-4480 811 "P Ent° PAVEMENT SEGTION BY: McDONALD 6EO561ENCEPa°, z z 'q o � P4-6 NOT TO SCALE BOX 1000 SOUTHOLD, N.Y. 11911 www.digncethycli.com cq"P 5 � � � F :2 � Q b31-765-3671J www.call811.com w C11-O" 8'-O" 8'-O" 8'-O" C�•Y.S.�.O.T.) (SEESITE PLAN FOR LOGATIOW DATE: AUG. IB, 2014 (for other states) ? S'PR QV z z _ cu:cho ue Sla:inn 25 !1 HANDICAPPED EL. 42.0' GROUND LEVEL 0' W V By law,excavators and contractors working in the �` s< "c ¢ Q five boroughs of New York City and Nassau and TYPICAL PARKING DETAIL PARKING SIGN / PALE BROWN SILT P o P s NOT TO 5GALE / Suffolk Counties on Lon Island must contact NOT TO SCALE / (ML) g °q `av L" ii ' k D ig N et, 1-800-272-4480 or 811,at least 48 hours }L' °a P `<;: sr, :�,. `? / EL. 39.5' 2.5' BELOW GRADE but no more than 10 working days(excluding TIO BROWN FINE TO weekends and legal holidays)prior beginning RLP ' p any mechanized digging or excavation work to �c zs _:! 4 SANITARY YIELD CALCULATION: NOTE: LINES OF DELINEATION MED. SAND (5P) ensure underground lines are marked. 9 Std aPQU r � Q GROUNDWATER MANAGEMENT ZONE: IV / SHOWN HEREIN ARE USED FOR Excavators and contractors can also submit P /C �o,, qsh . ' C� o N o i5 N ALLOWABLEGPD FLOW FOR 51TE = 600 /ACRE (PUBLIC WATER) EXISTING GRAVEL v locate requests online,through ITIC.If you do not N N �+ , z / �6'O TAX PURPOSES ONLY currently use ]TIC, please call 1-800-524-7603 LOGATI ON MAP' 4 N m " " PARKING AND No SURFACE HATERS WITHIN MANEUVERING AREA 2 / EL. Iq.O' 23.0' BELOW GRADE for more information. ALLOWABLE FLOW(DENSITY) BASED ON ADJUSTED LOT AREA: 300 FEET OF PROPERTY LINE J p NO SANITARY 5Y5TEM5 WITHIN NO GROUNDWATER ENCOUNTERED NOT TO 56ALE TOTAL SITE AREA = 215302 AG. (1,148,2155 S.F,1 0 l // 200 FEET OF PROPERTY LINE For safety reasons, homeowners are strongly DEVELOPMENT R16HT5 EASEMENT AREA =25,6936 AG. (1,114,213.2 5.FJ NO WELLS WITHIN 150 FT OF PROP. HANDICAPPED PRK6 SP. type of digging on theeir property.Homeowners�4p encouraged to call well when planning any PROPOSED PARTIAL 51TE PLAN: Aja/ DEVELOPMENT RIGHTS INTACT AREA = 1.84 AG. (80,000 5.F) PROPERTY LINE A5PHALT SURFACE IN H.G. PARKING N/ PROP05ED INP WATER SERVICE can contact us directly at 1-800-272-4480 or by 51TUATE AT: AREA REQUIRED calling 811,the national call before you dig GUTCHOGUE ADJUSTED LOT AREA = TOTAL 51TE AREA - DEV. RIGHT EASEMENT AREA H.G.SIGN TO BE MOUNTED ON BUILDING -r PROP05ED IV RPZ IN number. For excavation work completed on TOWN OF SOUTHOLD 184 AG 00,000 5FJ = 215302 AG(1)44,2155 5.FJ - 25.6436 AG.0,114,213.2 5FJSEE DETAILS, THIS DW6 9� HOT BOX ON P.G. SLAB personal property, it is the contractors / �/ responsibility-NOT the homeowners-to contact SUFFOLK COUNTY, NEW YORK ADJUSTED LOT AREA = 1.84 AG. (DEVELOPEMENT RIGHTS INTACT) p� 50 PROPOSED POINT OF CONNECTION DigNet. Having utility lines marked prior to 5CT 1 NO.: 1000-q6-02-10.1 4 10.2 BETWEEN NEW WATER MAIN AND digging is free of charge. ZONING DISTRICT: AG AGRICULTURAL CONSERVATION 600 BPD/ACRE x 184 AG. (SGTM 1000-96-2-10.1) = 1,104 BPD ALLOWED PROPOSED IN TAP (BY 5GWA) CURRENT USE: FARM PROP. DUMPSTER ENGLgSURE F'ROP05ED USE: N.G. USE BUILDINGS 'A', 'G', 'D' AND F' TO ESTABLISH DENSITY,NOTE THAT BLDG 'B' 15 ON P.G. SLAB / �' I I 4 + / sr PROPOSED METER PIT PARKING REQU I REMENT5: FEMA FLOOD ZONE: N/A EXCLUDED FROM DENSITY GALL PERSUANT TO ARTIGAL 3.12 SEE DETAIL ON 5HT 3' " ' ` � M SEE SHEET No.4 FOR 5GWA EXISTING BUILDING 'A',USE: MIXED 51TE DATA: BLDG 'A' = 127.42 BPD � •.1� • �''�' q' `�s + + FARM STAND - 4 SP PER STAND USE: EXISTING: PROPOSED: BLDG 'G' = 21.i6 GPD ATING / 50- - �0� � y� + INSTALLATION REQ rlrs 4 SPACES REQUIRED OVERALL 51TE: FARM 1,18),215.5 S.F. N.G. (U5E 0.04 GPD FOR PURPOSES OF CALGUL O � `� STORAGE AREA: 1,643 5.F (t27.5302 AG) BLD6 'D' = 40.32 6PD 51TE DENSITY - PER 5GOH5 NOI No.3, REVISED) 15P / 1000 S.F. 6R055 FLOOR AREA I008 5F AREA X 0.04 GPD 40.32 GPD I SPAGE REQUIRED FOR BUILDING INFO,AREA COVERAGE AND 5EWAGE FLOW RATE 5EE GHART(THI5 DWG) BLDG 'E' = 300DO GPD \ EX. I STY FR. BLDG. TOTAL = 4go.00 GPD LAWN , s fi\ N M PROPOSED BUILDING 'D',USE: CHEESE MAKING IMFERVIOUS SURFACE: FARMSTAND W/ KITCHEN %� � FOOD PROCESSING AND PACKING - RESERVED AREA / N cry- T 1,500 GAL . A5E TRAP (8 0 xb H,5 E.DJ, EXISTING AREA: 13,508 5F.(1.13;K) �4 � ) GOr 1,20C? GAL:SE. TANK(8�x5 H 4 EAJ APPLICANT: Cf� � � � 0.15 SP / EMPLOYEE TOTAL PROPOSED SANITARY FLOW FOR SGTM No. 1000-gb-2-10.1 = 49000 6PD AREA=80,000 5Q.FT. FIN.FL.EL = 51.25' �� PROP05ED AREA: 14 Ib S.F.(121%) m o i F No. OF EMPLOYEES = 3 ,5 TOTAL ALLOWABLE SANITARY FLOW FOR SCTM No. 1000-4b-2-10.1 = 1,104 GPD --50- AREA: 4,264 5F /^0 ; )6T 8(PAA EFF. GHING POOL MORTON BUILDINGS 'o, 3 5PAGE5 REQUIRED DOES NOT INCLUDE GRAVEL PARKING AREA(5) / W/50 EXP ION 22355 COX LANE,UNIT NOA 0 45 EXISTING BUILDING 'E',USE: DWELLING GUTGHOGUE NY 11935 �s (COMMER AL SYSTEM) 631-134-4060 1- PROP05ED EROSION CON ME RE: 604, /o, .y�o; I SPACE REQUIRED P05TAL DISTRICT. GUTGHOGUE SANITARY SYSTEM CALCULATIONS: Fo \ Fo INSTALL SILT FENCE BARRIER, FOR PR , ILE SEE DWG No3 F \ ��, ,` o; yy� o. : 0� NOTE: 2 SPACES FOR RESIDENTIAL PARKING SGFIOOL DISTRICT. 50UTHOLD \ �� qWN SEE DETAIL ON DW6 No.4 + `-c. `<-� M/ I PROPOSED SANITARY SYSTEM No.l to \ LP N ARE PROVIDED IN BLDG G - GARAGE FIRE DISTRICT: sourHHOLD � � 1- �F/ \ i EP �\ { ELECTRICAL SERVICE: LIPA NOTE: BLFOR DG :BLDG A 12142 6PD5T SANITARY D, SEE SE�AD FLOW RATE CHART \ FAD \ EXISTING RETAINIW WALL � + F " ; /+ + � TOTAL NUMBER OF SPACES REQUIRED: q HATER SUPPLY: 56HA(PUBLIC HATER) `p \ TOTAL NUMBER OF SPACES PROVIDED: 14 FLOOD ZONE: WA I. PROP05M BUILDING 'D' AND REWORK O 85.28 GPD - GREY LOAD \ \ TO REMAIN �- +� �w EXISTING"GRAVEL + 45� OF BUILDING 'A' BY OTHER5. SEE �T� �- (NO RE5TRM - INCLUDE IN SAN. -p yo s 'C E INCLUDING(1) HANDICAPPED SPACE SITE 15 IN 6AM.Z.: IV MORTON BUILDINGS FOR INFORMATION. W m x BLDG 'B' = 288.00 6PD - SANITARY LOAD GALL. FROM ANOTHER BLDG ON \ \ \ PROP I STY STEEL BLDG /6S RV 2 � < BLDG 'G' = 21.7b GPD - 5ANITARY LOAD USE: CHEESE MAKING x r� MANEUVERING AREA o5, EX. 2 5TY FR. BLDG. Z LL BLDG 'D' = 40.32 GPD - SANITARY LOAD SITE - PER 5GDH5 N01 No3, REV'D) \ \ _ _ -� U5E: DWELLING 4 BORM �� � X 1008 5F AREA X 0.04 GPD = FINFL.EL. ® 425', AREA: 1008 S.F. Q. --45 - + FLOW TL'5: 418.00 GPD (5ANITARY FLOW) \ i x 0 FIN.FL.EL = -44.41 .3 51TE PLAN BASED ON ORIGINAL SURVEY BY: O 85.28 GPD (GREY FLOW) 4032 GPD \ \ / / %� v� /q AREA: 1,500 5F 6/ Fp PEGONIG SURVEYORS,P.G. MM 563228 BPD (HYDRAULIC FLOW) �4 + /o� 13 40 9 of 1230 TRAVELER STREET JAME5PORT, NY 11441 h-�-"I O Z © LAWN ��� SURVEYED: JAN. 10,2007 LU _ j� /,y �6 0 11 , ` tiT SURVEY SCALE: I" = 100'-0" �--1 LL GREASE TRAP = Ix DESIGN FLOW , - - - / o �, 4- ry . GAR. 6 �� LAWN ND 8528 GPD x Ix = 8528 BPD PROPOSED + 'y�N � OWO RE5 U. 6T 0 REMAIN `� ' O 50 `` 'b= 1 `�' o' x ELEVATIONS BASED ON TOPOGRAPHY MAP - 5 EASTERN TOWN5,SUFFOLK COUNTY, NY SEPTIC TANK = 2x DESIGN FLOW STORM DRAINAGE 5Y5TEM / \ ( ) (NO RE51 X06, ry M/,t, / DATED: 10-03-1915 111 nl 563 6PD x 2 = 1,12656 GPD I -8'(P x 5' LIQ. OP LEACHING POOL A `0/ TE51 \ NOTE:MAINTAIN A 5:C,GRADE WITHIN 20' DECK / \ '40� DATUM: ELEVATIONS ARE REFERENCED TO VERTICAL DATUM BASED ON MEAN LEACHING POOL = Ix DE516N FLOW / IS 5FMAY (OPEN COVER,CONNECT TO LEADERS Ss� HOLE OF SEPTIC SYSTEM,EQUATES TO I'DROP 0. 5T x SYS 563 GPD / I.5 5F/DAY = 315 GPD AS SHOWN) FOR DTL SEE THI5 DWG s. /o, o ®, IN ELEV.OVER 20'LATERAL DISTANCE �p �� (�O �� REPUTED LOCATION OF \ SEAL LEVEL OF 1424 AS ESTABLISHED BY THE U.S. COAST AND GEODETIC SURVEY U5E: 1,500 GAL. GREASE TRAP(8'�Xb'DP, 5' EFF. DEPTH) 600, 0� �,y ��,°� _1 o Zo, (1YP FOR ALL PROP.SANITARY 5Y5TEM5 j o CAST IRON FRAME AND 6RATE/COVER z SEPARATION DISTANCE REQUIREMENTS FOR ��''�� PROVIDE: WATERTIGHT,INSECT-PROOF ADJUSTABLE AND LOGKING CAST IRON v CAMPBELL 1182 G OR APPROVED EQUAL x -x -x -x -x -x -x -x F.FL.EL.= ±44.41 L �n I STORMWATER LEACHING 5TRUGTURE5 AND USE. DWELLIN6 PROPOSM 4'4P HOUSE CONNECTION(,PROVIDE CLEAN-OUT FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) o C) PIPING(OTHER THAN RESIDENTIAL: x 6' GHAIN LINK (4 BEDROOM) FINAL GRADE FENCE W/ GREEEN I CHAIN LINK W/PARTIAL BSMNT AT FACE OF BUILDING _ I'ell- \ -8" TRAFFIC HORIZONTAL SEPARATION DISTANCES FOR STORM I PRIVAGY 5LAT5 -max FENCE W4 GREEN ry o 3 ry W PRIVACY SLATS G.I.COVER G.I.COVER ;,� G.I.DOVER EX.GRADE z '^ i Q Q EX.GRADE EX.GRADE DRAINAGE LEACHING POOLS I I =4125' ® ECFV. 41.25' =4125' �' =40�� O (�I Z if J'' BEARING PROPERTY LINE = 10'MINIMUM 6' a ELEV.41.aa' ELEV. 40.00' Q SLAB Q '' o Ga _ 00 BUILDINGS WITH CELLAR = 10'MINIMUM x x 15'PIPE DIA.MIN. � Q � � I BUILDINGS ON SLAB = 10'MINIMUM T.O.SLAB a ISG MIN.(AS REQUIRED) ( ���� WATER SERVICE LINE/LATERAL5/MAIN5 = 10'MINIMUM I � I TOOL #3 0 12"O.G.E.W. '; � 3q*?q' I PIPE: I UNDERGROUND UTILITIES = 5 MINIMUM A IO x10 GONGR.ETE EDGE HIGH DENSITY POLYETHYLENE(HDPW ® ® ® ® - ------ SIZE: ® ® ® ® I SANITARY SEPTIC TANK = 20'MINIMUM I PAD FOR I a ______ ORN INLET TO SD CONN = 10"m MIN ® ® ® I SANITARY LEACHING POOL = 20'MINIMUM DUMP5TER x ;fl ° ° -- 20`- MIN i T.O.SLAB® EL.3824' SD TO 5D CONN= 15'Q MIN ® ® ® w ® ® I GREASE TRAP = 20'MINIMUM - Q L"� ° • " IE.=38.13' N ROOF LDR CONN= 4`m MIN ® I D PUMP STATION = 20'MINIMUM IE -3836' 4"4)SDR 35 PVC,aY4 /LF. :b / / § N I ® ® ® ® ® I 3' MIN. MANHOLE = 20'MINIMUM x x e ° IMBED 105 LF.® Y4/LF. _ � IS'lff IE=3763' IE =31.25' ® ® ® ® ® ® �' w � o 3' MIN. I ® ® ® ° ~ ® ® I PRIVATE WELLS = 50'MINIMUM I I MOUNTING ° 2" SAND BAND 4"�HOUSE TRAP 263'=022'DROP(M1w Q 4 " �/ ® ® ® �LP� o u z ? �d I U Lu ® ® � Uj 2 ® ® I \ WRAP STRUCTURES RETAINING WALLS = 10'MINIMUM x x 1-0„ 2-#5 TOP 1,200 GAL 4'0 SDR 35 PVC,aYe /L.F. ® ® ® ® ® ® S a WITH FILTER FABRIC, FUEL STORAGE TANKS(BELOW GROUND) = 20 I I FENCE EDGE SEPTIC TANK ST 8S LF.o (MIN) = IDD - ® � ® ® ® 6EOTT=X 351 BY MINIMUM x BOT.CONT. zR Q A15E x BEAM TO EXTEND 6"MIN 004'DROP tMlw ® ® ® ® ® 4 ® Q � � ~ PROPER) HORIZONTAL SEPARATION D15TANGE5 FOR STORM I I 10"MIN.BELOW W4#3 TIES® BOT OF TANK a EL.33.13 DRAINAGE NON-LEACHING STRUG RES: FIN.GRADE 24"±D.G. ® ® ® ® ® ® ® ® ® ® I Tu x PROPOSED SEPTIC SYSTEM No.3 FOR S.o' ® ® ® ® ® ® ® ® ® I WATER SERVICE LINES/LAT7=RAL5/MAINS = 5'MINIMUM x PLAN VIEI�I L EXISTING BUILDING 'E' ® ® ® ® ® ® ® ® ® ®_ UNDERGROUND UTILITIES = 5'MINIMUM SECTION A ® o o ® ® ® q Q ,fl I I® ® ® ® ® I GREASE TRAP = 5'MINIMUM + /+ 3'GLEAN PUMP STATION = 5'MINIMUM (MINIMUM GOMMERCIAL 5Y5TEM) SAND COLLAR ® ® ® ® ® + + NOT TO 5GALE ® ® ® ® ® ® o o MANHOLE = 5 MINIMUM DUMPSTER ENCLOSURE DETAIL _ _ ® ® ® ® ® ® '� oN oN o0 00 + 0.-0 + LEAGHIN6 POOL ® ® N z I NON-RATEABLE SANITARY SEPTIC TANK = 5' MINIMUM N 8' DIAMETER SOIL NOT TO 5GALE TYPICAL COMMERCIAL SYSTEM REQUIREMENTS: 6m x 12 EFF.OP. � ® Q , N t + 6ROUND WATER VERTICAL SEPARATION DISTANCES FOR STORM 00, I. PROVIDE WATERTIGHT,IN5EGT-PROOF ADJUSTABLE AND LOGKING CAST IRON FRAME A OF U � �LLAR MATERIA b" MIN. DRAINAGE LINES: AND COVER INSTALLED AT GRADE OVER ALL OPENING(TYPIGAU. USC-6 DATA WELL No.532340.1 (PENETRATION) WATER 5ERVIGE LINES = IS" MINIMUM 2. PROVIDE 8 THK TRAFFIC BEARING SLABS ON ALL 5TRUCTURES. DATUM= N6Vv2 WT.OF POOL a EL.25.25' RATEABLE SOIL SANITARY WASTE LINES = IS" MINIMUM 3. MAINTAIN 5%MAX.SLOPE FROM EDGE OF SANITARY SYSTEM OUT 20' IN EACH HIGHEST RECORDED GROUNDWATER LEVEL / DIRECTION(TYPIGAU a 10.26'ABV VERTICAL DATUM - - - SEPARATION DISTANCE REQ'MT5 FOR SANITARY SEPTIC TANKS TESTHOLE: NO GROUNDWATER FOUND TO EL.14A' UNDERLYING SAND AND GRAVEL STRATA (OTHER THAN RESIDENTIAL: PROVIDE: WATERTIGHT,IN5EGT-PROOF ADJUSTABLE AND LOCKING CAST IRON MIN.HORIZONTAL SEPARATION DI5TANGE5: L.STORM DRAINS=20'-0' FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) NOTES: A.BUILDING W/CELLAR= 10'-0' M.GATGH BASIN5=5'-0' ° °' °.. I. COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. B.BUILDING ON SLAB=5'-0' (NON-LEAGHING) CAST IRON COVERS TO GRADE m a° 2.COLLAR MATERIAL SHALL BE GLEAN GRAVEL ONLY. G.WATER LINES= 10'-0" N.5AN.L.P.=W-0' ° a 3. ALL DRAINAGE:STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. D.SURFAGE WATER(I,ETLAND5) =15'-0' P.PUMP 5TA,C-REA5E TRAP A 4.USE 15' DIA GORRIGATED HIGH DENSITY POLYETHYLENE(HDPE) HEAVY DUTY PIPE FOR F.PUBLIC WELL=200'-0" OR MANHOLE=5'-0" FINISHED GRADE INTERCONNECTION OF ON-SITE STORM WATER LEACHING POOLS G.PRIVATE PELL= 100'-0' 0.PROP.LINES=5'-0' " of NSW YOLK CITY&SONG I�ANn H.RET.WALL(WTRPROOF) , 10'-0' R.5WIMMI%POOL=20'-0" BBEARING TOP IG 24 A.HDPE PIPE SPECIFICATION(AASHTO M-2G4) J.U/G FUEL TANKS=20-05.TDP OF EMBANKMENT OR STEEP 5LOPE B 800-272-��80 81 B. INSTALLATION OF HDPE SPECIFICATION(ASTM D-2321) K U/G UTILITIE5=5'-0" (15%SLOPE OR GREATER)=25'-0' 20'MIN �`� 20"MIN � G.WATER-TIGHT JOINT TESTING SPECIFICATION(A5T M 0-3212) T.BLUFF=65'-0' INLJET. n a TRAP www.dignetnycli.com or D.GASKET SPECIFICATION(ASTM F-4T)) � OUTLET °. www.call811.com(for other states) SEPARATION DISTANCE REG'MTS FOR SANITARY LEAGHIN6 STRUCTURES MIN 4"m FLOW LINE a SDR 35 PVC PIPE MIN.b"m SDR 35 ° ' ° a TYPI GAL STORM HATER (OTHER THAN RE5IDENTIAL): OR EQUIVALENT PVC,PIPE OR TRAP 51ZE By law,excavators and contractors working in the For safety reasons, homeowners are strongly MINIMUM HORIZONTAL SEPARATION DISTANGFS: L.STORM DRAINS OR PITCHED MIN. EQUIVALENT, DIM. 4' five boroughs of New York City and Nassau and encouraged to call as well when planning any LEAGHI NO POOL (_5D) DETAIL A BUILDING W/CELLAR= l0'-0' REGHARGE BA51N5=20'-0' Y4 PER FT. Q PITCHED MIKYWIFT PLAN Suffolk Counties on Long Island must contact type of digging on their property.Homeowners NOT TO SCALE B.BUILDING ON 5LA6= 10'-0' M.CATCH BANNS,NDN-LEAGHIN6= 10'-0" A v (TO SEPTIC TANK. 6ALV.STEEL A 30 DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by m G.WATER LINE5= 10'-0' N.5AN.L.P.=b'-0' Z�s OR SEWER MAIN) FRAME d COVER B 30 but no more than 10 working days(excluding calling 811,the national call before you dig O D.5URFAGE WATER(YETLAN05) = 100'-0" P.PROP.LINES= 10'-0' 1 weekends and legal holidays)prior to beginning number. For excavation work completed on //■■�� F.PUBLIG)^ELL=200'-0' Q.TOP OF EMBANKMENT OR STEEP SLOPE MONOLITHIC 6RA E G a any mechanized digging or excavation work to personal property, it is the contractor's G.PRIVATE WELL= 150'-0' 05%SLOPE OR GREATER =25'-0' � ;� BASE SECTION ensure underground lines are marked.Excavators responsibility--NOT the homeowner's-to H.RET.WALL(WTRPROFF)= 10'-0' R BLUFF=65'-0' N N and contractors can also submit locate requests contact DigNet. Having utility lines marked prior J.U/G FUEL TANKS=20'-0" 5.5EPTIG TANK,PUMP SLA,GREASE TRAP - I TEIEonline,through ITIC. If you do not currently use to digging is free of charge.K.U/G UTILITIES=5'-0' OR MANHOLE=a'-D" - ITIC, please call 1-800-524-7603 for more info. h^+■1 T.SWIMMING POOL=20'-0' blip SLAB ^ (Y '° CAULK WATERTIGHT BETWEEN PIPE AND -� }' TYPICAL SINGLE GREASE TRAP SLEEVE - - - - - W X NOT TO SCALE �' ,.a SEE PLAN FOR HOUSE CONNECTION NOTES" X LU 6ALV.STEEL 5LEEVE °° INV. ELEVATION (PER 5.GD.H.5.STANDARDS FOR APPROVAL OF PLANS AND GONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR (USE FOR PROPOSED SANITARY 5Y5TEM No.1 AND No.2) ° ° 4. OTHER THAN SINGLE-FAMILY RE5IDENGE5) 0 ° ° PROPO'�4'm HOUSE GOINlJEGT10N PRDVIDE: WATERTIGHT,INSECT-PROOF ADJUSTABLE AND LOCKING GA5T IRON ° ° ' '. °a COVER THICKNESSES a) A HOUSE CONNECTION 15 DEFINED A5 THE PORTION OF THE GRAVITY 5EI ER LINE WHICH EXTENDS FROM THE FACE < U) PROP05� PROVIDE CLEAN-OUT AT FACE OF BUILDING FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) OF THE BUILDING TO THE 5EWAGE DISPOSAL SYSTEM. Q Z (Z ROP ,v, 3/Ib' FOR SPAN OF 30" b) THERE SHALL BE A MINIMUM TWO FOOT LENGTH OF GA5T-IRON 5EWER LINE EXTENDING THROUGH THE FOUNDATION. [�• Q LU d) U56 5EGTION 1/4" FOR SPAN OF 36' c) HOUSE CONNECTIONS SHALL HAVE A MINIMUM DIA.OF 4 INCHES,UNLESS OTHERH15E NOTED. L 'CHEESE MAKING' N 5/16" FOR SPAN OF 48« d) NOT U5ED F� O FPLB-= 425' G.I.COVER EX.GRADE G.I.COVER GJ.GOVE32 EX.GRADE " " e) HDU5E CONNECTIONS SHALL HAVE A MINIMUM PITCH ON ONE-QUARTER INCH PER FOOT. ►/-' G.I.COVER EX.GRADE G.I.COVER ,� r __ 3/8 FOR SPAN OF 60 111 n1, NO BASEMENT EX.GRADE ;,� =42.0 f) SLIP RING GONNEGTORS OF 1T IE PROPER TYPE SHALL BE USED AT THE CAST IRON JOINT. IF REQUIRED,A ® ELEV.42.0' �' -_----- a ELEV. 42.0' �'' O a ELEV.42.0' a ELEV.42.0' 1/2" FOR SPAN OF 12' FLEXIBLE PVC GUFLING WITH 5TAINLE55 STEEL BANDS MAY BE USED TO CONNECT CAST IRON PIPE TO PVG - ------ TYPICAL HOUSE TRAP DETAIL HovsE GONNEGTIONS. THE FLEXIBLE Go11P1_ING AND BANDS SHALL CONFORM TD ASTM GI113. � T.O.SLAB a EL.41.02' TO.SLAB® 9) ALL HOUSE CONNECTIONS SHALL BE PROVIDED W/A CLEAN OUT AT THE FACE OF 1T IE BLDG. -----} ------ EL.40.42' 1 h) HOUSE GONNEGTIONS SHALL BE STRAIGHT. THERE SHALL BE NO BENDS IN SEWER LINES TO THE SEPTIC TANK OR �T ------ 2OI- -MIN-I T.O.SLAB 0 EL.345' `-��E GREASE TRAP. IF BENDS ARE UNAVOIDABLE,REFER TO 5GDH5 STANDARDS FOR SEWAGE DI5PO5AL 5Y5TEM5- TYPICAL IE= 40.11' --- -- _______ / OTHER THAN SINGLE FAMILY RESIDENCES FOR REQUIREMENT5. FOR KITCHEN WASTE � � IE=3986 PIPE(SHOW AND KITCHEN WA5TE PIPE(SHOYd�U � IE_�� IE=3q.26.-/ `fl �1 SANITARY WASTE PIPE 4'0 SDR 35 PVC a Y4/LF. Q Q IV TE IE°38:f6' IE= 3851' ® ® ® ® ® ® //, PROVIDE: WATERTIGHT,IN5EGT-PROOF ADJUSTABLE AND LOOKING CAST IRONJ EER: 12 LF.6 y'/LF. =3.0'=0.25'DROP(MIN) 4 Q b'm SDR 35 PVC 0Ye'/LF. V ® ® D � � 4'm HOUSE TRAP 1,500 GAL �O ■- 1,200 GAL `r 4'm SDR 35 PVC,aYe'/LF. ® ® ® �LP� ® / FINISHED GRADE OF N SANITARY WASTE PIPE TRAP GT 9 LF.6 Ye ICF. =1.13 - SEPTIC TANK ST 4A LF.a /LF.= 1.13 = ® ® ® ® � 4 ® FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) PSE y OJO'DROP(MIN 4"0 SDR 35 PVC,0Y+ /LF. 0.10 DROP(MIN) « T. \ Ib L.F.a y'/l.F. =4.0'=033'DROP(Mlw 4 MIN 6 MIN BOT.OF TANK ® ® ® ® � ® 24.�� � 2,q. 8 MIN TRAFFIC 0j lbI.E . SEPTIC TANK=3926' BOT OF TRAP a EL.34.31 a EL.3426' ® ® ® ® ® ® APPROVED BY I BEARING TOP * ��i,� ® ® ® ® � ® 1 20" MIN = (V 20" MIN . 1 r- 9 * . a.o aD ® ® ® ® ® ® / PLANNING BOARD I - � - - I_ IE.=34.26' ® ® ® ® ® ® - (INLET PIPE-SANITARY WASTE PIPE FROM'31-06'09 4'0 SDR 35 PVC,oY4/LF. ®_ ®_ ®_ ® TOWN OF SOUTHOLD 0 2 FOR Ib LF.o AWE. =4D'=033'RISE(MIN) ® ® ® ® ® ® j I� � � - a ° OUTLET �A � 493 ��� PROPOSED SEPTIC SYSTEM N . Y GLEAN SAND COLLAR ® ® ® ® ® ® DATE L22Q/e MIN 4'DIA. MIN 4'DIA. RO�ESSIOVA PROPOSED CHEESE MAKING BUILDING 'E' I 8m x 12 EFF.DP. ® ® SDR 35 PVC, b« FLOW LINE SDR 35 PVC, (COMMERCIAL SYSTEM) I LEAGHIN6 POOL ® ® PIPE OR = d) PIPE OR F ® ® !! , ` A OF U �-!�A � EQUIVALENT I � - - EQUIVALENT JEFFREY T. BUTLER, P.E. NOT TO SCALE BOT.OF POOL a EL.2651' - I PITCHED MIN. a W BAFFLE _ PITCHED MIN. 1-156 DATA WELL No.532340.1 I - I O Yo IN/I FT DATUM =N6VD24 Y4 IN/I FT WALL 1 Q HI6HEST RECORDED GROUNDWATER LEVEL = 10.26'ABV VERTICAL DATUM - I TE5THOLE: NO 6ROU DWATT32 FOUND TO EL. 14.0' 11- o W o I N o < PROVIDE: WATERTIGHT,IN5EGT-PROOF ADJUSTABLE AND LOOKING CAST IRON I I N Q CZ FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPIGAU Q - LL PROVIDE: WATERTIGHT, IN5EGT-PROOF ADJUSTABLE AND LOGKING CAST IRON 8 MIN TRAFFIC ° - - z W EXISTING PROPOSED 4'0 HOUSE CONNECTION FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPIGAU PROVIDE GLEAN-OUT AT FADE OF BUILDING FINISHED GRADE BEARING SLAB F - � . . � Q � � O BUILDIN6'A' NOTE: GALG'S AND DESIGN � - 7- � 1 Q USE: FARMSTAND 2, PERFORMED IN ACCORDANCE - I O W 0 N f- (YO BE REWORKED) WITH 5GDH5 5PEG5. / \ 0 < Z O < OL FFLJ3.= 5125' GEX.GRADE .I.COVER G.I.GOVER G.I.GOVEftX. G.I.DOVER G.I. --4GOVER EX.GRADE iv x 20l MIN-I / I \ I Q NO BASEMENT a ELEV.41.5' `��' =415' ® ELEV 415' =415' `�'' =47.5' ® ELEV. 4015' =415' CZ a- a ELEV. 47.5' ------} ____-- T.O.SLAB a EL.4652' TD.5LAB MIN. 4"� SDR 35 ® ( / I I \ Z Z U J O __---- 20" MIN PVC, PIPE OR I \ < Z 0 OW LINE _-- T.O.SLAB® EL.45.0 ®® _ EQUAL, PITCHED 3 TYPICAL IE= 4561' � .__i .__I 1- � FOR KITCHEN WASTE • IE=4536' � � IE=44J�b' ------ � MIN YB' PER LIN FT �� � / - � ^ 0 Q PIPE(54OWN)AND KITC.�WASTE PIPE(SHOWN) IE=44.16' � Z � I SANITARY WASTE PIPE 4'0 5DR 35 PVC a Y4/LF. Z° M 18'Tff IE=4426' IE.=440' 4 4 ® ® o ® ® ® ® I -��_ 2 X 11- 12 LF.a Y'A r-. =3.0'=0.25'DROP(Mlw b'm SDR 35 PVC OYe/LF. 4 Q V ® ® ® � ® J 3' MIN. Q I - Q 1-1 1 N 4'm HOUSE TRAP 1,500 GAL "' 4 LF.a Ye'ILF. =1.13'= 1,200 6AL 4 m SDR 35 PVC,aYe /LF. LP= 02 SANITARY WASTE PIPE GREASE TRAP GT SEPTTC TANK ST 4D LF.a VILF.=1.13' = ® ® ® � ® COLLAR - I - 4"m SDR 35 PVG a Y4/LF. OJO DROP(MIN) 0.10'DROP Aw ® ® ® ® ® 4 ® `) - � ~ U_ Q Ib LF.o Y4/LF. =4D'=033'DROP(MEW 4'MIN b MIN BOT.OF TANK ® ® ® ® ® „' ® � I �. I -�_ O BOT OF TRAP a EL.3453 I a EL.3q.1b ® ® ® � ® ® / I I I I __/ 0 IE a SEPTIC TANK= 44.16' � IE.=44.16' ® ® ® ® ® 1- (INLET PIPE-SANITARY WASTE PIPE FROM'BIRO W) ® ® ® ® © ® b'� 4"m SDR 35 PVC,0 Y4/L.F. ® ® ® ® ® PROPOSED SEPTIC SYSTEM No.I FOR Ib L.F.a Y4ILF. =40'=0.33'RISE tNlw EXISTING BUILDING 'A' Y CLEAN SAND COLLAR ® ® ® ® ® ® I v (COMMERCIAL SYSTEM) &0 x 13'EFF.OP. ® b MIN. PENETRATION � NOTES: � TE: ALL PIPING INSTALLED NOT TO SCALE LEAGHIN6 POOL ® ® HIGHEST RECORDED INTO A VIRGIN UNDER BLDG SHALL BE CAST IRON, fn 1. CONCRETE To TEST \ OF 1) ® ® 6RND WATER STRATA OF SAND 4000 P.5.1.a 28 DAYS \ I� / AND SHALL REMAIN CAST IRON P A�E USEf DATA WELL No.532340.1 BOT.OF POOL a EL.2q.0' / - - AND GRAVEL 2. REINFORCEMENT A-15 MEETS ` , _ I LEAVING THE BUILDING R A A.S.T.M.A-615,A-Ib5 SPECS DISTANCE OF 5'AWAY FROM BLDG DATUM = / 3. ALL SANITARY PIPING TO BE PERIMETER. HH16HEST N6RECORDED GROUNDWATER LEVEL = 102b'ABV VERTICAL DATUM I / (GLEAN STAND d GRAVEL) 4'm SDR 35 PVC, i i I i TEST HOLE: NO GROUNDWATER FOUND TO EL. 14:0' SANITARY EAGHI NC POO (LP), `SEPTI G TANK - 1,200 CAL. (ST) -1 VIf-1 J MAR 3 zols L L __79P,_:im 7j--7 (60MMER61 AL 5Y5TEM) (60MMER61 AL SYSTEM) Ffa t nrJ -p ,®•�.-,._y NOT TO SCALE NOT TO SCALE Q 0r THESE DRAWINGS AND AGGOMPANYING SPEGIFIGATIO%,AS I%TT2UMENT5 OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHIGH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY I-ETHOD,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARGHITEGT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. V15UAL GONTAGT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF AGGEPTANGE OF THESE RE5TRIGTIONS. VALVE E30X COVER ry FINISHED GRADE _ fI :n r0 0 CNI 0 _ . . _ . . _ _ . _ . . _ . . _ . . _ . . . N o - - - - - - - : _ _ _ _ _ _ _ . _ NOTE: - _ - _ - _ - _ : - - _ - - - - - . 4 � Q ALL WATER LINES SHALL BE 4'-b" BELOW GRADE. ADJUSTABLE CURB BOX . G v BIN6HAM 4 TAYLOR FI . No. - _ . . _ . . _ . . ... _ . . _ . . _ 4901 BUFFALO TYPE, _ - _ - _ z z PROPOSED 2" WATER SERVICE COMPLETE OR APPROVED _ _ _ (15 MIN COPPER PIPE PRIOR TO CONN POINT) . _ . . _ . . U U W PROPOSED 2" WATER SERVICE(YRAN5ITION TO CURB STOP MUELLER H-15204 2A_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Q � OF APPROVED EQUAL. Q PVC PIPE BETWEEN REQ'D COPPER LEN67W-i) - _ - _ - _ - _ - D - _ - _ - Twin 75 Watt Quartz Bullet floods come pre-assembled and pre-wired - - - - on C103 Mounting plate. Lamps supplied. TAMPEa BA6KFILL mak' g PROPOSED - - - PROPOSED 2" WATER SERVICE _ D - D Lamp tufo Ballast Info N 2" WATER 5ERAGE [COPPER PIPE - 15' MIN FROM ALL _ _ D D _ _ _ _ _ _ D _ _ _ D CONNECTION POINTS(TYP), T-a Type: N/A v (COPPER PIPE - 15' MIN _ . . _ . . _ . . _ . . . . . _ . . _ . . _ . . _ Watts: s: 75W 120V: N/A FROM CONN.POINT) TRAN51TION TO 2" PVC, BETWEEN - - - - - _ - _ - _ - _ CORPORATION STOP MUELLER H-15000 OR VALVE E30X 5�10_UL-D NOT Shape/Size: N/A 208V: N/A REQV COPPER LENGTHS] APPROVED EQUAL WITH APAG FULL BODY COME INTO CONTA6T W(TH - - - - Base: NIA 240v: NIA SUPPORT INSERT SERVICE SADDLE / IOI. WATER MAIN OR_/ALSIE - -: - - - D - D - D ANSI: N/A 277V: NIA o S S o Hours: 1,500 Input Watts: 75W EXISTING WATER MAIN - - - - a•. a - - - - Lamp Lumens: 1,500 Efficiency: 100% / a a• a a •e a Efficacy: 20 LPW WATER SERVIGE DETAIL PVC, MAIN a a PVC, MAIN Technical Specifications KT5. e° a° _ . . _ . . _ . . _ UL Listing: d _ _ _ _ . . _ . . _ . . _ Suitable fol wet locations. Suitable for mounting within 7. ° 1.2m (oft) of the ground. - . . _ . . _ _ . . _ . . _ . . _ - - - - - - Housing: D - _ - . - - - - - - D D - - - - D - - - - - - - - - : Precision die cast aluminum, 1/2" NPS threaded arm IN5TALLATION REQUIREMENTS FOR WATER SERVICES - BD0CK-NM4-5UFF1C1ENT_4REA OF- : with locking swivel and EZ Grip lock nut fits all standard - CONCRETE AGAINST_SUIT_ABLE - mounting covers. (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY, APPENDIX 3) - - =uK5i!5 RBED - _ - - - - - - - - G. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT - _ _ 50-TL_ _ _ - _ - 'SOIL. Aa APPROVED BY THE INSTALLATION OF SERVICES--5l1BDIMSION5 -EN611�IEER-DOD\7E-TAlL-UNDERLIE ATF{ Lens Gasket: INSTALL PIPING 4 1/2'DEEP FROM THE HOUSE TO THE EX15TINO STUB 15 UTILIZED 15 NOT ACCEPTABLE.(BRASS COUPLINGS ARE _ - _ - _ _ - _ _ - _ .. - - -AND-5IDE:S I_N SOLIa DIRT. - - High temperature silicone gasket stays in place during VAULT(TIE IN AT AUTHORITY5 COPPER TAIL) REQUIRED INSTALLATION OF SERVICES--EXISTING STREET 4 WATER MAIN D. TWENTY(20')FEET OF COPPER 15 REQUIRED FROM IN51DE - _ - _ - _ - _ - _ - _ - - - - _ _ - _ - _ _ - relamping. I. INSTALL PIPING ON THE PROPERTY,4 1/2 FEET DEEP FROM THE THE BUILDING TO THE START OF THE PLASTIC PIPE. _ _ . . _ . . _ _ _ _ _ _ . . _ . _ _ _ _ . BUILDING TO THE PROPERTY LINE.A MINIMUM 1"SERVICE LINE 15 SERVICE LINE INSPECTION PROCEDURES ' - . . - - . . - ' - - - - - ' - - . . - ' - - - Reflector: REQUIRED. I. GALL THE NEW SERVICE DEPARTMENT TO REQUEST AN 2. LEAVE A I'RISER ABOVE THE 6ROl1ND LEVEL AT THE PROPERTY INSPECTION WHEN YOUR WORK 15 COMPLETED.(ONE BUSINESS Semi-specular anodized aluminum. T 1 m LINE NTH THE END CRIND, DAY ADVANCED NOTICE 15 REQUIRED) TYP I GAL I N LINE MATER VALVE INSTALLATION �./ 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND 2. 50MEONE MUST BE PRESENT ON THE DAY OF INSPECTION. Sockets: SUBMITTED AT TIME OF INSPECTION.MEASUREMENTS ARE TAKEN 3. IF REINSPECTION 15 NECESSARY,A 425,00 FEE MUST BE PAID NOT TO 5GALE Porcelain bli-pin GY 8 base with gold plated contacts d) FROM TWO(2)NEAREST CORNERS OF THE BUILDING TO THE END OF PRIOR TO THE REINSPECTION. N YOUR PIPE AT THE PROPERTY LINE.56;MCE LINE MEASUREMENT 4. LEAVE THE TRENCH OPEN.DO NOT BACKFILL THE TRENCH UNTIL and 250' C socket wires, FORMS ARE AVAILABLE AT THE NEW SERVICE DEPARTMENT. OUR INSPECTOR HAS APPROVED THE SERVICE LINE. �-- 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET 5. IF THE SERVICE LINE INSPECTION PASSES,THE END OF THE PIPE a V_ = Lens: AWAY FROM ANY OBSTRUCTION SUCH A5 TREES,TELEPHONE POLES, BY THE CURB NH BE PAINTED BLUE.IF SERVICE INSPECTION W q) CATCH BASINS,OR DRIVEWAYS AND SHOULD BE AT A LOCATION FAILS,THE END OF TI-E SERVICE WILL BE PAINTED RED. Thick, tempered glass. Q `p APPROXIMATELY OPPOSITE THE POINT OF ENTRY INTO THE 6. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M.IF YOUR O BUILDING, INSPECTION FAILS. Finish: W 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE 1. NO OTHER UTILITIES(E.6.6A5,ELECTRIC,GABLE TV,ETC) EXISTING to BUILDING SHALL BE BURIED IN THE WATER SERVICE TREW-A Our environmentally friendly polyester powder coatings I STY FR. BUILDING W LL b. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT METER SETS are formulated for high-durability and long-lasting color, USE: FARMSTAND [-•-1 X Z CLEARANCE FROM WATER SERVICE. AFTER ALL OF THE ABOVE HAS BEEN COMPLETED,GALL THE K'3^I and contains n0 VOC Or toxic heavy metals. 00 (TO BE REWORKED) M :) INSTALLATION OF SERVICES--EXISTING STREET STUBS SERVICE DEPARTMENT TO HAVE THE METER SET.WE MUST HAVE THE y 0.0 .0.0 ,0.0 . O I. INSTALL PIPE 4 1/2 FEET DEEP FROM THE HOUSE TO THE EXISTING HOUSE NUMBER BEFORE THE METER CAN BE SET. 0.0 .0.0 < L() STUB VAULT(TIE IN AT AUTHORITYS COPPER TAIL.J TAP LETTERS Replacement Lamps: 01 O.D ,o.o � 2. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE TAP LETTERS CAN BE REC>Zl1E5TED AFTER ALL FEES HAVE BEEN PAID, ,O.D .0.0 0.1 ,0.0 ,0.0 O LJ BUILDING. WATER SERVICE HAS BEEN ESTABLISHED AND THE METER HAS BEEN SPECIFICATIONS SET. (2) QUARTZ DUAL BULLET KIT 01 O.1 ,0.1 0o Q-- I. TYPE 'K"SOFT COPPER TUBING,MINIMUM SIZE I" INSIDE DIAMETER. NOTICE: IF INSTALLING SEPARATE HOT WATER HEATERS,SEPARATE MODEL No. QB2B •oO 0.1 1 ,o,l .0.1 .o.l .o.o (L/ Installatiorn: 0.1 ,o.l O.D O.o � EXPANSION TANKS SHOULD BE INSTALLED. MOUNTING HEIGHT = 8 ABV GRADE 0.2 ,0.2 0.1 ,0.0 2. CUSTOMERS vALVE= Twin 75w Flood Kit re-assembled on C103 late for ,o.0 0.00.1 SWITCHING SERVICE TO HOMEOWNER--THE BUILDER CAN BRING IN A p p 0.1 Al1 0.0 .0.0 l� N A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE ,0.2 - ,o.o � _ BUILDING 516NED APPLICATION CARD 516NED BY THE BUYER,BUT IT MUST BE easy insta:Iation. 0 0.1 ,0.1 •O1 0'I 0.0 3. PLASTIC PIPE SPECIFICATIONS: FILLED OUT COMPLETELY INCLUDING SOCIAL SECURITY NUMBER, ,0.0 0'0 0 02 ,0.2 0.1 00 ,0.0 0.0 ' m A. PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE DRIVER LICENSE ID NUMBER,CURRENT MAILING ADDRESS,AND O.I 0.1 03 0.1 ,0.1 0•I 0.0 ,0.0 `O WATER SYSTEMS CAN BE INSTALLED FROM THE BUILDING TO CONTACT PHONE NUMBER.IT 15 RECOMMENDED THAT THE BUMER Patents: 0.0 0.0 0� 0.2 ,0.2 � 1 ,o.0 0.0 .. ESTABLISH THE ACGOIINT AND GALL FOR A DISCONNECTION OF RAB sensor and fixture designs are protected under 00 .0.0 'OD 0.0 i ,Do 01 0.1 0.2 05 ,0.2 ,0.1 0.1 0.1 0 DO 00 .0.0 ,0.0 SERVIWITHIN 20'FROM THE PROPERTY LINE.THE LAST 20'TO THE g p ,0.0 ,0.0 02 ,0.1 B. PPROPERTY LINE IPE SHOULD BE UST B OW SOFT TO WITHSTAND WORKING 6 Hl�GEN�N6 THE BUYER ONE WEEK TO ESTABLISH SERVICE IN U.S. and Intternational Intellectual Property laws. 00 0.1 0.1 ,0.1 Al ,o.l o.l ,0.1 0.0 OJ 05 0.4 ,0.3 03 03 0.2 0.1 0.1 ,0.1 0.1 ,al ,0.0 ,0.0 0.0 PRESSURE OF 200 P.S.I.(WITH BURSTING PRESSURE RATED AT 0.2 0.2 ,0.1 0'1 .01 I ,D.D 0.0 0.2 03 Ob .0.4 .0.4 . 04 0.3 0.2 0.1 0.1 ,01 .00 0.0 0.0 LEAST TWICE THE WORKING PRESSURE) ,0.0 0.0 ,0.1 .0.1 ,0.1 b .0'T .0•b 2 Al '0.1 00 00 0.0 ,0.0 ,0.0 ,D.I 0.1 0.2 Al Al ,0.1 ,0.1 ,D.D 0.1 0.4 0 J.1 J.I D.T ,0.4 03 0 0.1 .0.1 .0.1 0.1 ,0.0 • ' ENG R: 1 03 ,0.2 0.1 .0.1 ,0.o Ob JD 3 .OT .0.4 0.2 0.l D.I .0.0 .0.0 pF NES ,D.o 0.1 0 ,0.2 . .1 ,0.2 5 J.6 J ,0.1 T; /- O.o O.2 ,0.2 ,o.l ,o.o 'z .0 4 .0.3 0.2 0.0 0 FP BG O 0� .0.3 Al 0.1 J.9 0.9 0.1 0.1 Q ) p 0.1 .0.1 ,0.2 0.1 ,0.0 .0. ,45 .25 .0.2 .0.1 �F �v ,0.0 ,03 ,0.2 0-1 ,0.1 .0.1 ,0.4 03 " RAB NOTES: .OD Al ,0.2 .05 0 4 0.4 .03 0 0.2 0.1 .0.1 ,0.1 .0.1 ,0.1 O A ,4.1 2.1 J.0 0.4 ,0.2 .0.1 .0.1 .D.I D.I 1 5TY IFR BLDG m � THE L16HT L05�5 FACTOR(LLF) IS A PRODUCT OF MANY .0.2 03 0'b i 04 0.3 0.2 + ,o.l PROPOSEv ly J'z O'T ,0.2 oI '0.1 O.1 U5E:GARAGE 36'MIN.LENGTH FENCE WOVEN WIRE FENCE(MIN o.1 0.6 )1 02 2X4 WOOD FRAME VARIABLES,ONLY LAMP LUMEN DEPREGIATION (LLD) HAS BEEN .0.6 •0.6 ' ,03 ,0.2 ' 15T STEEL BUILDING ,03 ' 0.0 0.0 " " POSTS DRIVEN MIN. Ib' 14 I/2 GAUGE W/MAX.b' ,0.4 +0.1 ,0.4 D 1 ,o.l O O c� INTO 6ROUND. MESH 5PAGING) APPLIED TO THE`. CALCULATED RESULTS UNLE55 OTHERWI5E NOTED. .0.b J.0 J.1 J.10.4 O.2 ,0.1 USE N.CHEESE MAKING .0.1 .0.1 00 0.0 O0 A90 3 93 � THE LLD 15 THE IRE5ULT(QUOTIENT) OF MEAN LUMENS/ INITIAL 25 a J3 0'T IN.FL. L @ 42 00 0.0 .0.0 F S oNP STAKE-� 10MAX.G. To c. LUMENS PER LAMP MANUFACTURER'S SPECIFICATIONS. JA *Oq 0.4 03 -� 4 2.5 r� 2 0.4 _ JEFFREY T. BUTLER, P.E. FABRIC�\ " ILLUMINATION VALUES SHOWN (IN FOOTCANDLES) ARE THE A .4,1 ,2.1 J•o \\\ w PREDICTED RE5ULT5 FOR PLANES OF CALCULATION EITHER ti HORIZONTAL VERTICAL OR INCLINED A5 DE516HATED IN THE J.z O.q ,0.2 � Q APPROVED Q CALCULATION 5U1MMARY. METER ORIENTATION 15 NORMAL TO THE B 03 PLANNING BOARD 0 p -_ _ v HEW14T OF PLANE OF CALCULATION. O EXISTING y I I -IIS _1 0 FILTER 15TY FR.BUILDING II II III II_ a = 16'MIN USE:SHEEP BARN TOWN OF SOUTHOLD � 0.� Z THE GALGULATIED RESULTS OF THI5 LIGHTING 51HJLATION (TO REMAIN) °v �k� y p �� �� y REPRESENTS AND ANTICIPATED PREDICTION OF SYSTEM FIN.FL.EL.=42.5' DATE N O y PERFORMANCE. ACTUAL MEASURED RESULTS MAY VARY FROM N Q (Y DROP INLET BURIED FABRIG THE ANTIGIPATED PERFORMANCE AND ARE SUBJECT TO MEANS O - U_ WITH GATE P�SPECTIVE�� AND METIH005 WHICH ARE BEYOND THE CONTROL OF RAB * n O W Z le O Q FRAME 36"MIN.FENCE POST�\ LI6FlTING, INC. ` ----- t� _I 01 Q LU m } �-cl �- WOVEN WIRE FENCE(MIN 14 I/2 GAUGE W/ N * MOUNTING HEIGHT DETERMINATION IS JOB SITE SPECIFIC,OUR Z MAX b'MESH SPACING)WITH FILTER CLOTH O LIGHTING 51MULArTI0N5 ASSUME A MOUNTING HEIGHT(INSERTION O �- Q N t- 3 POINT OF THE LUIMINAIRE SYMBOL) TO BE TAKEN AT THE TOP OF < z FLOW X THE SYMBOL FOR CEILING MOUNTED LUMINARIES AND AT THE v LL Q CL GATHER EXCESS AT UNDISTURBED GROUND BOTTOM OF THE SYMBOL FOR ALL OTHER LUMINAIRE MOUNTING In a- G RNER`� I I ( COMPACTED 501L CONFIGURATIONS. Z a Q O EMBED FILTER 0.0111 z " RAB L16HTIN6, INC. LUMINAIRE AND PRODUCT DE516N5 ARE PARTIAL PLAN - PROPOSED L I C HTI NC c� < Z o GONSTRUGTION SPEGIFIGATIONS A MIN.OF 6"IN GROUND. 4" PROTECTED UNDER U.S. AND INTERNATIONAL INTELLECTUAL 5GALE: I = 20'-0" ��' < - �[ SECTION VIEW PROPERTY LAWS. -1 O p r PATENTS ISSUED OR PENDING APPLY. THE LIGHTING ANALYSIS, EZ-LAYOUT, ENERGY ANALYSIS AND /OR VISUAL 51MULATION5("LIGHTING DESIGN") PROVIDED BY RAB LIGHTING, ING. ('RAB') x Z `O i REPRESENTS AND ANTICIPATED PREDICTION OF LIGHTING SYSTEM PERFORMANCE BASED UPON DE516N PARAMETERS AND INFORMATION PROVIDED BY I. FILTER FABRIC SHALL HAVE AN E05 OF 40-85. BURLAP MAY BE USED FOR SHORT OTHERS. THESE DE51GN PARAMETERS AND INFORMATION PROVIDED BY OTHERS HAVE NOT BEEN FIELD VERIFIED BY RAB AND THEREFORE ACTUAL Q X T N TERM APPLICATIONS. Luminalre Lo6atlion 5umma MEASURED RESULTS MAY VARY FROM THE ACTUAL FIELD CONDITIONS. RAB REGOMMEN05 THAT PE51GN PARAMETERS AND OTHER INFORMATION BE v I- d- I 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED GONSTRUGTION SPEGIFIGATIONS ry _ THEY WILL BE OVERLAPPED TO THE NEXT STAKE. FIELD VERIFIED THE REDUCE VARIATION. kj LL " I.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS,WITH WIRE TIES LumNo Ta (Q Label Mtg Ht Orient Tilt RAB NEITHER WARRANTEE5, EITHER IMPLIED OR STATED WITH REGARD TO ACTUAL MEASURED LIGHT LEVELS OR ENERGY CONSUMPTION LEVELS AS, O 3.STAKE MATERIALS WILL BE STANDARD 2 x 4 WOOD OR EQUIVALENT. METAL WITH A OR STAPLES.P05T5 SHALL BE STEEL EITHER"T'OR "U"TYPE OR HARDWOOD. I A (2) 062B 8 226.08 6O COMPARED TO TH05E ILLUSTRATED BY THE LIGHTING DESIGN. RAB NEITHER WARRANTEE5, EITHER IMPLIED OR STATED, NOR REPRESENTS THE: O O MINIMUM LENGTH OF 3 FEET. 2.FILTER CLOTH TO BE TO BE FASTENED 5EGURELY TO WOVEN WIRE APPROPRIATENESS COMPLE:TENE55 OR SUITABILITY OF THE LIGHTING DESIGN INTENT AS COMPLIANT WITH ANY APPLIGABLE REGULATORY CODE Z 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS 2 A (2) 062B 8 221.4x5 60 REQUIREMENTS WITH THE EXGEPTION OF TH05E 5PEGIFIGALLY STATED ON DRAWINGS CREATED AND SUBMITTED BY RAB. THE LIGHTING DESIGN 15 Z I�- INGHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF FENCE WITH TIES SPACED EVERY 24"AT TDP AND MID SECTION. AS ADVISORY DOCUMENTS FOR INFORMATIONAL PURPOSES AND 15 NOT INTENDED FOR CONSTRUCTION NOR AS, BEING � � Q WIRE ME5H BEHIND THE FILTER FABRIG FOR SUPPORT. FELE SHALL 13E WOVEN WIRE,12 1/2 GAUGE,b'MAXIMUM MESH OPENING. Total QUantl : 2 ISSUED, IN WHOLE OR IN PART, 5. FA13RIG SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- PART OF A PROJECT'S GON5TRUGTION DOGUMENT PACKAGE. SHALL BE SECURELY FASTENED TO THE 5TAKE5 AND FRAME. LAPPED BY 51X INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, b.A 2" x 4" WOOD FRAME SHALL BE GOMPLETED AROUND THE GRE5T OF THE FABRIC, MIRAFI IOOX,5TA51LINKA TKON,OR APPROVED EQUIVALENT. Luminaire 5dediule FOR OVER FLOW STABILITY. MAXIMUM DRAINAGE AREA I AGRE 4.PREFABRICATED UNITS SHALL BE 6EOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. Symbol Tag Qty Label Arrangement TI Lamp Lumens Lum. Lumens LLF Description Lum. Watts Arr. Watts Total Watts Filename 5.MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN P A( E : 'WL6E5"DEVELOP IN THE SILT FENGE. �' A 2 QB2B 2 ® a0° 1500 152 1.000 Quartz Dual Wead Bullet Kit - 15W 15 150 300 061 - L512065.IE5 �/ II- 6��- f�uFILTER FABRIC Imo_ U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE DROP INLET NATURAL RESOURCES CONSERVATION 5ERVIGE SILT Galculation 5umrma JEFFREY T. BUTLER, P.E. 15 NOT RESPONSIBLE FOR SAFETY X11 �;qqR 31 2016 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEH YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCEND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. i NEW YORK STATE 501L 4 HATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE 501L a WATER CONSERVATION COMMITTEE Label Description GoI(T!pe Units Avg MaxMQX Min Avg/Min Mox/Min Pt5pcLr PtSpcTb THIS 15 NOT A RECOMMENDED LIGHT LAYOUT. IT IS A 4 GaIcPtS 51te Readin 5 Taken at D-0 AFG Illuminance FG 0.06 4.5 0.0 N.A. N.A. 5 5 DESIGN 80 12a APD sue sec SUB-SECTION RLD TOM LIGHTING SECTION Sit hc;;i ,,,, �� I Pi;.r'nir:n ��artl THESE DRAWINGS AND ACCOMPANYING 5PEOFIGATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUGTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL GONTAGT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF AGGEPTANGE OF THESE RESTRICTIONS. OFFICE LOCATION: A AILING ADDRESS: Town Hall Annex OF SU(/j�o P.O.Box 1179 54375 State Route 25 O l0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone:631765-1938 s� www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 5, 2016 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Approval - Proposed Site Plan for 8 Hands Farm Located,at 4735 Cox Lane, ±550' s/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96-2-10.2 Zoning District: AC Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 4, 2016: WHEREAS, this Amended Site Plan is for the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District, Cutchogue; and WHEREAS, on October 30, 2014, William Kelly, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on November 17, 2014, the Planning Board formally accepted the application as complete for review; and WHEREAS, on November 17, 2014, 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 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 24' x 42' (1,008 sq. ft.) metal cheese making building accessory to an existing farm operation including livestock production, general farming and a farm stand; and WHEREAS, on November 19, 2014, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and 8 Hands Farm Amended Page 2 April 5, 2016 WHEREAS, the proposed action is exempt from Suffolk County Planning Commission review because the proposed action is less than 5,000 sq. ft. of new floor area; and WHEREAS, on November 25, 2014, the Architectural Review Committee reviewed the proposed project and approved it as submitted; and WHEREAS, on November 27, 2014, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on November 27, 2014, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, on December 15, 2014, a public hearing was held and closed; and WHEREAS, on December 15, 2014, the Southold Town Engineer reviewed the above- referenced application and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on;January 7, 2015, the Town of Southold LWRP Coordinator reviewed the above-referenced project and determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, at their Work Session held on January 12, 2015, the Southold Town Planning Board reviewed the proposed Site Plan and determined that all applicable requirements of the Site Plan Regulations have been met with exception of approval from the Suffolk County Department of Health Services (SCDHS); and WHEREAS, on March 29, 2016, the Suffolk County Department of Health Services (SCDHS) granted approval to reference #C10-15-0002 for Market/Residence/Cheese Processing/Barn/Garage @ 913.28 gallons per day; and WHEREAS, on April 1, 2016, the Southold Town Chief Building Inspector reviewed and certified the proposed Agricultural Building as a permitted use in the AC Zoning District; and WHEREAS, on April 4, 2016, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280— Site Plan Approval of the Town of Southold, have been met; 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 entitled "8 Hands Farm," prepared by Jeffrey T. Butler P.E., dated October 20, 2014 and last revised March 25, 2016, and authorizes the Chairman to endorse the Site Plan including the following four (4) plans: 8 Hands Farm Amended Page 3 April 5, 2016 1. 1 of 4: Overall Site Plan 2. 2 of 4: Partial Site Plan 3. 3 of 4: Details 4. 4 of 4: Partial Lighting Plan and Details Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless,the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman Encl. cc: Building' Dept. w/map Town Engineer w/map 8 Hands Farm Amended Page 4 April 5, 2016 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: Wit' Applicant/Agent Signature: Date: '' 1� OFFICE LOCATION: - ' AILING ADDRESS: Town Hall Annex ���� S�UjjyO MP.O. Box 1179 54375 State Route 25 �Q l0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 cos www.southoldtownny.gov o c�c�c�ad� PLANNING BOARD OFFICE D TOWN OF SOUTHOLD APR — 6 2016 April 5, 2016 BUILDING DEEP. TOWN OF SOUTHOLD - Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Approval - Proposed Site Plan for 8 Hands Farm Located at 4735 Cox Lane, ±550' s/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96-2-10.2 Zoning District: AC Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 4,'2016: WHEREAS, this Amended Site Plan is for the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District, Cutchogue; and WHEREAS, on October 30, 2014, William Kelly, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on November 17, 2014, the Planning Board formally accepted the application as complete for review; and WHEREAS, on November 17, 2014, 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 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 24' x 42' (11,008 sq. ft.) metal cheese making building accessory to an existing farm operation including livestock production, general farming and a farm stand;,and WHEREAS, on November 19, 2014, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the,required agencies for their comments; and OFTown Hall AnnexDN: MATLING ADDRESS: P.O. Box 1179 54375 State Route 25 Southold, NY 111 971 (cor.Main Rd. &Youngs Ave.) �� ",. Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov cou PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 11, 2023 Mr. Thomas Geppel 450 Harbor View Ave. Mattituck, NY 11952 Re: Site Plan Determination — 8 Hands Farm Amended Ag. Storage Building 4735 Cox Lane, Cutchogue SCTM#1000-96.-2-10.1 Dear Mr. Geppel: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 10, 2023: WHEREAS, this Agricultural Site Plan is for a proposed 40'W x 100'L (4,000 sq. ft.) agricultural storage building on a 25.7-acre parcel with Development Rights held by Southold Town in the AC Zoning District, Cutchogue; and WHEREAS, on March 20, 2023 Thomas Geppel, applicant, submitted a Site Plan Application for review; and WHEREAS, the Southold Town Planning Board, pursuant to §280-133 C of the Southold Town Code, has the discretion to waive any or all of the requirements in §280- 133 for those applications involving uses strictly related to agriculture as long as they are not necessary to further the objectives set forth in Town Code §280-129 to maintain public health, safety, and welfare. The Planning Board has found that this application is eligible for a waiver of certain elements of the Site Plan requirements because it is an agricultural use, the details of which are included in the Staff Report dated March 27, 2023; and WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 B (5), has the discretion to vary or waive the parking requirements for Site Plan Applications where doing so would not have a detrimental effect on the public health, safety or general welfare, and will not have the effect of nullifying the intent and provision of the Site Plan Requirements chapter of the Town Code. The Planning Board has found that this application is eligible for a waiver of parking requirements because 8 Hands Farm Amended Agricultural Page 2 April 11, 2023 Storage Building there is no need to provide for parking - the application is for an agricultural use, the building is for storage and owner use only, and the parcel is large in size relative to the proposed structure; and WHEREAS, on March 27, 2023, the Southold Town Planning Board formally accepted the agricultural application as complete for review; and WHEREAS, on March 27, 2023, 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 following description for 6 NYCRR, Part 617.5(c)(4),which states that the following actions are not subject to review under this Part: "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"; and WHEREAS, on March 30, 2023, the Planning Board, pursuant to Southold Town Code §280-131(C), distributed the application to the required agencies for their comments; and WHEREAS, on April 4, 2023, the Southold Town Land Preservation Committee determined the recorded easement for the property allows land within the Easement to be used for agricultural production as defined in Chapter 70 of the Southold Town Code, and found that the proposed storage building to store hay and farm equipment is consistent with the purposes and other terms and conditions of the recorded Easement; and WHEREAS, on April 5, 2023, the Southold Town Fire Marshall stated there were no objections to the proposed site plan; and WHEREAS, on April 7, 2023, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, on April 10, 2023, 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; therefore be it RESOLVED, that the Southold Town Planning Board hereby waives certain Site Plan Application requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board hereby waives the parking requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan of property for LIV2MAX LLC prepared by Thomas Geppel, dated March 8, 2023, and authorizes the Chairman to endorse the Site Plan after Condition A below is met: 8 Hands Farm Amended Agricultural Page 3 April 11, 2023 Storage Building Conditions: A. Prior to endorsement of the site plan, a use certification must be obtained from the Chief Building Inspector as required by Town Code. B. No exterior lights were reviewed or approved in connection with this site plan. Any exterior lights on or around the outside of this storage building must be reviewed and approved by the Planning Board prior to installation and must meet Town Code §172 Lighting. C. The proposed building shall have no public access and must be used only for agricultural purposes. In addition, please be aware of the following Town Code requirements; ➢ 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. ➢ Any changes from the approved site plan shall require Planning Board approval. ➢ 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 until the Planning Board approves the changes. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map 8 Hands Farm Amended Agricultural Page 4 April 11, 2023 Storage Building 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: m Applicant/Agent Signature: Date: MAILING S : / '$ P.O. Box 1179 L DONALD J. LCENsKI I fl fAltsov" ;v Southold, 11971 char "�� FIC * t: WILL J.CREMERS Town Hall Annex LOCATION: PIERCE RAFFERTY a 1� 54375 State Route 25 JAMES H.RICH III � � (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR `w` ,( Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 20, 2017 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Approved - Amended Site Plan for 8 Hands Farm 4735 Cox Lane, ±550' s/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96-2-10.2 Dear Mr. Kelly: The Planning Board has found that the requirements of the above-referenced Site Plan and the single item required in the January 10, 2017 Planning Board letter, have been completed based on the storm water certification provided by Jeffrey T. Butler, P.E. submitted March 30, 2017. The site is now in conformance with the Approved Site Plan entitled "8 Hands Farm," prepared by Jeffrey T. Butler P.E., dated October 20, 2014 and last revised March 25, 2016. This letter does not condone any changes from the Approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Very truly yours, t Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer CHARLES R.CUDDY ATTORNEY AT LAW 445 GRI FFI NG AVENUE RIVERHEAD,NEW YORK M,,iiliog TEL: (631)369-8200 P.O.Boa 1547 May 162018 FAX: (631)369-9080 , Riverhead,NY 11901 E-mail: charlescuddy@optonline.net Heather Lanza, Planning Director Planning Department Town of Southold L PO Box 1179 Southold,NY 11971 «t RE: 8 Hands Farm-Cox Lane, Cutchogue m. outhoPd low PJmiirrp!Board Dear Ms. Lanza: I represent 8 Hands Farm which is owned by LIV2MAX LLC. The principal of the LLC and the operator of the farm with his family is Tom Geppel. Mr. Geppel has received Town Code violations (appearance tickets) in connection with his food truck which operates at the farm. On behalf of Mr. Geppel, I'm submitting the letter dated March 28, 2018 sent to Scott Russell, Town Supervisor from the NYS Department of Agriculture and Markets by Michael Latham, Director. The Department's letter indicates the reason Tom Geppel is submitting a simplified site plan for the farm's food truck. Also submitted is the Agriculture and Markets Department"Guidelines for Review of Local Zoning and Planning Laws." We call your attention to page 5 which sets forth the simplified site plan review process for agricultural uses. Pursuant to review process outlined, enclosed is a sketch showing the physical features of the farm and noting the location of the food trailer (truck). As indicated, the truck is registered with the Department of Motor Vehicles and has been inspected by the Suffolk County Department of Health Services. In addition to showing the existing features and buildings, the farm raises lambs, pigs and chickens. The buildings are used in accordance with the designations set forth. As recognized by the Department, the food trailer is a permitted agricultural use. The simplified site plan is in accordance with that prescribed by the Department of Agriculture and Markets and should be approved. Very truly yours, 0" l. ' Charles R. Cuddy CRC:ik cc: Brain Cummings, Town Planner Q b r n- "hw EX , SII 5�„u � i � y *•.„„ ,; yC"""�'^r.:�„�w ',`' '""" fir :LAW �.. kw got „CKSA � ww , + LL 71ZPps c �t , Of Aw lal Plfm 06t , ��� iia ,, � ��. ",�; b .,! - *°'",'✓" 4, Ct sit J, 61, tp ° " m " µ �- al +.pd sip"w ." `° AMI ` ,baa •.ti . �.L.'"";*aw� � ;µ a` '� � nw EWYOP,K Agriculture STATE of ORTUrrY FMarkets ANDREW M.CUOMO RICHARD A.BALL Governor Commissioner March 28, 2018 Hon. Scott Russell, Supervisor Town of Swuthoid PO Box 1179 Southold, NY 11971 Re: Agriculture and Markets Law (AML) §305-a(1) Review Concerning the Town of Southold's Zoning Coda and its Application to the Use of a Food Truck to Serve Prepared Food that is i re dominantly Grown oil Land Owned and Rented by 8 Hands Farm,°Sul"falk County Agricultural District No. 1 Dear Supervisor Russell: am following r.ip on the Department's August 22, 2017 letter to you concerning a request from Tom Geppel, owner of 8 Hands Farre, to review th,e Town of Southold's Z,onirig.Code, and its application, for compliance with.Agriculture and Markets Law (AML)§305-a. Mr. Geppel owns and operates 8 Hands Farm where he raises pastured livestock, including chickens, turkeys, eggs,_sheep, lambs and pigs, through a rotational grazing system on 27.5 acres within Suffolk County Agricultural District No. 1. 8 Hands also raises produce that is sold in the farm store and for use in its AML 20-C approved kitchen and the food truck. Based upon documentation submitted, the Department has determined that 8 Hands Farm is a farm operation. Mr. C eppsl stated that in 2015,the farm pyrchased a trailer that was retrofitted to serve food produced predominantly from crops and livestock growirn on the farm,to extend the farm marketing season beyond summer.The farm's business model depends upon direct marketing and sales of farm products and the food truck would further market the farm's meats and produce. Mr. Geppel indicates that the food is prepared and cooled in the Town approved and NO'S licensed kitchen. Some foods are further prepared in the food truck. The food is sold to farm customers from the food truck or from the kitchen dw.lring.Inclement weather. Seating is available in*the kitchen as well as on several picnic tables located outside oche building.. Town Code Violations On duly 24, 2017,the farm received two appearance tickets from the Towyn of Southold for violating the Town's use regulations (Code §280-13) and site plan approval (§280-130(F) requirements. " According to information received, the farm is located within the Town's Agricultural- Conservation (A-C) Zoning District. The permitted uses within the zone include agricultural operations and accessory uses (§280=13(A)(2)), the seasonal sale of products grown on the premises (§280-13(A)(2)(a)) and barns, greenhouses and other related structures or uses .......... Hon. Scott Russell, Supervisor Town of Southold 2 1 P a 9 e [§280-13(A)(2)(c)]. Accessory uses include"[a]ny customary structures or uses which are customarily incidental to the principal use..." [§280-13(C)(1)]. The use of a food truck that serves food prepared predominantly from producellivesto,ck raised on the farm, is part of a farm operation and protected under AML Section 305-a(1). Further, it appears that the food truck is an accessory use to the parcel's principal use, which is a"farm operation" as defined in Town Code§280-4. The food truck contributes to the preparation, processing and marketing of crops:, livestock and livestock products grown on the farm. The Town's site plan approval process,Article XXIV, Code§280-127, provides That site plan applies to every land use permitted in the Town except for residential homes. It further states that any change in use or intensity of use requires site plan approval. The remaining sections of the Code pertain to site plan associated with a building permit. The Town's CEO cited the Farm in the appearance ticket for violation of Code §280-130(F),, which is part of the Town's building permit ao O,provides, in part, that after ,plicatior process under site plan. Code Section 280-13 filing an application for a building permit, the Building Inspector,shall make a determination as to whether a site plan Is required. Department Senior Attorney, Danielle Cordier, spoke with Assistant Town Attorney Damon Hagan an February 28, 2018.'Mr. Hagan confirmed that, in the Town's view, the semi- permanent siting of the food truck on the parcel (as opposed to Its off-site vehicu'lar' use) constituted a change in use requiring an amendment of the existing site plan. -The Town's interpretation that the addition of a food truck by 8 Hands is a change of Use, is not unreasonably restrictive of the farm. Site Flan In general, the construction of on-farm buildings and the use of land for agricultural,purposes should not be subject to site plan review, special use permits or non-conforming use requirements when conducted in a county adopted, State certified agricultural distri6t. Therefore, generally, agricultural uses and the construction of on-farm bull, ings as part of farm operation located in an, agricultural district should be allowed uses,The Department has determined, however,that streamlined site plan review Is not unreasonably restrictive and developed a model site plan review process'which is included within the Guidelines for Review of Local Zoning and Planning Laws (copy enol6sed). In the Department's view, while the food truck would not require a `building permit," requiring a zoning permit and a streamlined amended site plan which showed the proposed location of the food truck would not be unreasonably restrictive. Operasion of a Licensed AML Article S-A F cili f on the Farm In January, Mr. Geppel indicated the he applied to the Town to operate an AML Article 5-A processing facility on his property to slaughter chickens raised on the farm. Mr. Geppel stated that Mike Verity, Town Chief Building Inspector, denled the application stating that slaughterhouses are not permitted in the zone. Mr. Geppel indicated that the slaughtering of his chickens on the farm, in lieu of making cheese in a portion of his building,Would save him time and money and he would not have to transport the birds off Long Island for processing. Division of Land and Water Resources 110B Airline Dr.Albany,N.Y.,122351518/457-3738 Ivvww.agricuiture.ny.gov r` Hon. Scott Russell, Supervisor Town of Southold a g e - The Department is gathering information on this latest development and will advise the Town separately. In the meantime, I have attached a prior AML§305-a review letter issued by the Department to the Town of Copake, dated September 12, 2013, discussing Copake's denial of an on-farm slaughterhouse. Conclusion The Department appreciates the opportunity to work with the Town and the farm to resolve any concerns identified above regarding the possible conflict between the local law and its administration and AML§305-a. If the Town agrees toaddress the food truck through a streamlined amended site plan review, consistent with the protections afforded by AML§305-a, please confirm by your reply to the Department.. We look forward to resolving this matter. If you have any questions, or would like to discuss the review process, please contact me at(518)457-3738. If the Mr. Hagan has any questions he may contact Danielle Cordier, Senior Attorney, at(518) 457-2449. Sincerely, 40 Michael Latham Director Enclosure cc: Damon Hagan, Esq., Assistant Town Attorney Tom Geppel, 8 Hands Farm Ken Schmitt, Chair, Suffolk County AFPB Robert Somers, Land and"Vater Resources, Dept. of A&M , Danielle Cordier, Esq., Dept. of A&M Division of Land and Water Resources 10B Airline Dr.Albany,N.Y.,122351 518/457-37381 www.agriculture.ny.gov j Guidelines for Review,of Local 90-grin90-ning and Plannin laws Background and Objective As communities adopt or amend zoning regulations, potential conflicts between farm operations and local land use controls may increase. This, coupl'e'd with continuing e urban development pressures on many of the State's agricultural communities, increased the need to better coordinate local plann"ing and the agricultural districts program, and to develop guidelines to help address conflicts which may occur. proactively„ guidelines can aid in crafting zoning regulations by municipalities with significant farming activities. Zoning and Farm Operations- Practical Limitations and Problems I Farms are host to several discrete but interdependent land uses which may include barns, commodity sheds,I farm 'worker housing, garages, direct farm markets, silo's, manure storage facilities, milking parlors, stables, poultry houses and greenhouses, to name but a few. The typical zoning regulation, in addition to establishing,minimum lot sues and separations between uses, often prohibits more than one "principal" structure on each parcel of record, Many zoning devices, then, are unable to distinguish between on-farm structures as part of a farm operation from the same building when it is used for an independent, freestanding use. The minimum separation and "card" requirements of zoning are designed to avoid over concentration, maintain adequate spaces for light and air, and to reduce fire hazard in more urban environments. The application of such requirements to suburban and rural communities and farm operations often results in the unintended regulation of farm operations and 6ses not as an integrated whole, but as separate improvements. The rapidly clanging nature of the agricultural industry does not always allow zoning and the comprehensive planing process to keep pace. This can result in the application of outdated regulations to contemporary land uses and gives rise to potentially unreasonable restrictions. local governments may run afoul of tine letter and intent of the Agricultural Districts Lar by limiting the type and intensity of agriculfiural uses in their communities and by narrowly defining "farm" or "agricultural activity" This is sometimes problematic even In municipalities with a significant base of large; "production'° level farming operations. Inadequately defined terms also give rise to conflict between the zoning device' and farm operations. Because of the inherent nature of zoning, there is essentially no discrete administrative authority~to waive its standards, even when those standards are at. variance with the community's la;'nd use policy and what may be deemed its `intent„,m A municipal zoning board of appeals may, consistent with specific tests 1 1/26/10 .............. ----—-------- ............. ........... found in Town, Village and City Law, vary the use and area standards of a zoning regulation, and reverse or affi.r.m determinations of the zoning administrative official. Such a remedy: i.e., air area or use variance, may, however, in and of itself be considered "unreasonabl.y restrictive if it is the only means available to establish, expand or improve !a "farm operation," in a county adopted, State certified agricultural district. These and other limitations and problems that can lead to AML §305-a violations may be avoided in the first instance by,sound comprehensive planning. The Town Law, Village ,Law, General City Law and the Agricultural Districts Law are designed to encourage coordination of local planningi and land use decision making with the agricultural districts program.. Agri,cultural Districts And County Agric'ultural �and Farmland Protection Plans: Their Influence on the Municipal Comprehensive Plan and the zoning Process The preparation, adoption and administration of a municipal comprehensive plan a I nd zoning regulation. are i not independent actions of local government, but should be part of a Well thoughtr01.lt seamless process. A zoning regulation is, in the final analysis, simply a device to implement the community plan and, in fact, a... must be in accordance with a comprehensive plan... " [Town Law §272-!a 0 i)A] The State Legislature has codified the intent, definition and content of the comprehensive plan (Town Law §272-a', Village Law §7-722 and General City Law §28-a). In so doing, the' Legislature has given significant status to "agricultural uses" in general, and State certified agricultural districts and county agricultural and farmland protection plans created Linder Agriculture and Markets Law Articles 25-AA and 25-AAA in particular. Town Law §272-a (9) requires agricultural review and coordination with the comprehensive planning process: "A town comprehensive plan and any amendments thereto, for a town containing all or part of an agricultural district or lands receiving agricultural assessments within its jurisdiction, shall continue 'to be subject to the provisions of article twenty-five-AA of the agriculture and markets few relating to the enactment and administration of local laws, ordinances, rules or regulations. A newly adopted or amended town comprehensive plan shall take Into consideration applicable count; agricultural' and farmland protection plans as created under article twenty-fivp'-AAA of the agriculture and markets law.0 (The same language is found in! illage Law and General City Law.) Thus, the statutory influence: the Agricultural Districts Law and the Agricultural and Farmland Protection prograrns have on the comprehensive Planning process and, zoning regulations is significant. State certified agricultural districts and 1126/10 2 county agricultural and farmland protection plans are community shaping influences in much the same way as existing and proposed infrastructure; wetlands, floodplains, topographical -Features; cultural, historic and social amenities; economic needs; etc. are viewed. The Agricultural Districts Law is a valuable planning tool to conserve, protect and 'encourage the development and improvement of the agricultural economy, protect agricultural lands as valued natural and ecological resources; and preserve open space. In addition to AML §005-a, limitations on local authority in Town Law §283-a and Village Law §7-730 were enacted to ensure that agricultural interests are taken into consideration during the review of specific land use proposals. Torn Law §253-a (1) and Village Law § -700(+1), as recently arnended by Chapter 331 of the Laws of 2002, require local governments to ""...exercise their powers to enact local laws, ordinances„ rulers or regulations that apply to farm operations in an agricultural district in a manner which does not unreasonably restrict or regulate farm operations in contrvontion of the purposes of article twenty-f'ie- AA of the agriculture and markets law, unless it can be shown that the public health or safety is threatened." The recent amendments make the Town and Village Law provisions consistent with AML §305-a regarding showing a threat to the public health or safety. AML x'05-a, subd.1 is not a stand-alone requirement for coordination of local planning and land use decision making with the agricultural districts pr9ograrm7. lather, it is one that is fully integrated with the comprehensive planning, zoning and land use review process. Application, of Local Laws to F'ar`m' operations within Agricultural Districts In general', the construction of on-farm buildings and the use of: land for agricultural purposes should not j be subject to site plan review, special use permits or non-conforming use ,requirements when conducted in a county adopted, estate certified agricultural district. The purpose of an agricultural district is to encourage the develaprnent ;;and improvement of agricultural Land and the use of agricultural land for the production of food and other agricultural products as recognized by the New York State Constitution, Article XIV, Section 4. Therefore, generally, agricultural uses and the construction of on-farm buildings as part of a farm operation. should be allowed uses when the farm operation is located within an agricultural di strict. Town Law §274-b, subdivision 1 allows a town board to authorize a planning board or other designated administrative body to grant special use permits, as set forth in a zoning ordinance or local, law. ""special use permit"' is defined as ""...an authorization of a particular land use which is permitted in a zoning ordinance or local law to assure that the proposed use is in harmony with such zoning ordinance or local law and will not adversely affect the neighborhood if such requirements are met." Agricultural uses in an agricultural district are not, however, "special uses." They are constitutionally recognized land uses which are protected by AML §305=a, sub d.'l. Further, agricultural districts are created 1/26/10 3 ........................... ....... and reviewed locally through a process which includes public notice and hearing, much ch I.Ike zoning laws are adopted and amended. Therefore, absent any showing of an overriding local, concern, generally, an exemption from special use permit requirements should be provided to farm operations located Within an agricultural district. The application of site plan and special permit requirements to farm operations can. have significant adverse impacts on such operations. Site plan and special I permit r6View, depending upon the specific requirements in a local law, can be expensive due to the'need to retain professional assistance to certify plans or simply to prepare the type of detailed plans required by the law. The lengthy approval:' process in some local laws can be burdbi sorne, especially, J considering a farmI s need to undertake management and production practices in a timely and efficie6nt manner. � Site plan and special permit fees can be especially costly for start-Lip farm operations. Generally, fa'rmers should exhaust their local administrative remedies and seek, for example, permits, exemptions available under local law or area variances before the Department reviews the administration of a local law. However, an administrative req6irementiprocess may, itself, be unreasonably restrictive, The Department evaluates the reasonableness of the specific requirement/process, as well as ;the substantive requirements Imposed on the farm operation. The Department has found local laws Which regulate the health and safety aspects, of the construction of farm buildings through provisions to meet local building codes or the!,State Building Code (unless exempt from the State Building Code') and Health ealth Department requirements not to be unreasonably restrictive. Requirements for local building permits and certificates of, occupancy to ensure that health and safety requirements are met are also generally not unreasonably restric�lrve. Site Plan Review for Farm Operations within an Agricultural District Many local governments share the Department's view that farm operations should not have to Undergo site plan review and exempt farms from that requirement, However, the Delartment recognizes the desire of some local P governments to have an opportunity to review farm operations and projects within their borders*, as well as the need of farmers for an efficient, economical, and predictable process. In vlew'cf both interests, the Department developed a model streamlined site plan review process which attempts to respond to the farmers' concerns while ensuring the ability to have local land use issues examined. The process could be used to examine a parcel's current characteristics and its surroundings in relation to any proposed activities on the farm and their potential impact to neighboring properties and the community. For example, municipalities could specify that farm operations located within specific zoning districts Must Submit to site plan review.M Lin icipal fties may also elect to A discussion of the New York State Uniform Fire Prevention and Building Code follows below. 1/26/10 4 lq r i i exempt farm operations, located within a, county adopted, State certified agricultural district, from their site plan review process. The authorizing statutes for requiring site plan review are quite broad and under "home rule" muncipalitles retain signicant flexibility in crafting specialized procedures (e.g., the selection I of a reviewing hoard, uses which trigger Submission of site plans, whether to have a public hearing and the length of time to review an application). Taxan LV §274-a and Village Law §7-725-a define a site plan as "a rendering, drawipg, or sketch prepared to specifications and containing necessary elements as set forth in the applicable zoning ordinance or local law which slows the arrangment, layout and design of the proposed use of a single` parcel of land... ." These sections of law further outline a list of potential site plan elements including parking, means of access, screening, signs, landscaping, architectural features, location and dimensions of buildings, adjacent land uses and physical features meant to protect adjacent land uses as well as additional elements,. Many municipalities have also added optional phases to the site plan review. While a preliminary conference, pgreliminary site plan review and public hearings may assist the applicant earlier in the review process and provide the public an opportunity to respond to a project, they can result in a costly delay for the farmer. For the sake of simplicity, the model site plan process and the following guidance presume thatg b the plannh oard is the reviewing authority. Site Plan. Process The applicant for site plan review and approVal shall submit the following: 1) .Sketch of the parcel on a location map (e.g., tax map) showing boundaries and dimensions of the parcel of land involved and identifying contiguous properties and any known easements or rights-6f-way and roadways. Show the existing features of the site including land and water areas, water or sewer systems and the approximate location of all existing structures on or immediately adjacent to the site. 2) Show the proposed location and arrangement of buildings and rises on the site, including means of ingress and egress, parking and circulation of traffic.. Shaw the proposed location and arrangement of specific land uses, such as pasture„ crop fields, woodla(id, livestock containment areas; or manure storage/manure composting sites. s 1/26/10 � r 3) Sketch of any proposed building, structure or sign, incli.lding exterior dimensions and elevations of front, side and rear views. Include copies of any available.blueprints, plan or drawings. 4) Provide a description of the farm operation (existing and/or proposed) and a narrative of the intendeduse End/or location of proposed buildings, structures or signs, including any anticipated changes in the existing topography and natural features of the 'parcl to accommodate the changes. Include the name and address of the applicant and any professional advisors. If the applicant is not the owner of the property, provide authorization of the owner. 5) If any new structures are going to be locatedw adjacent to a stream or etland provide a copy of the floodplin map and wetland map that corresponds with the boundaries of the property,.. 6) Application form and fee (if required).. If the r6unicipality issues a permit for the structure, the Code Enforcement Officer (CEO) determines if the ;structures are subject to and comply with the local building code or,New York $tate Uniform Fire Prevention and Building Code. prior to issuing the permit. Sim ila;rl�, the Zoning Enforcement Officer (or the DEO in certain municipalities) would ensure compliance with applicable ;zoning provisions. The Department urges local governments to take into account the size and nature of the particular agricu�lturai activity„ including the construction of farmbuildings/structures when settln and administering any site plan requirements for farm operations. The review process, as outlined above, should generally not require prof esslonal assistance'; (e.g., architects,engin ers or surveyors) to complete or review and should be completed relatively quickly. The Department understands, however, that in some cases, a public hearing and/or a more detailed review of the project 'which may include Submission of a survey, architectural or engineering drawings or plans, etc., may be necessary. The degree of regulation that may be considered unreasonably restrictive depends on the nature o the proposed activities, the size and complexity of the proposed agricultural activity and/or the construction of buildings or structures and whether a State agricultural exemption applies. Time Frame for Review and Decision Town Law §274-a and Village Law §7-725-a require that a decision on a site plan application, be rriade within a maximum of 62 days after reoelpt of the application or date of a public,hearing, if one is required. Town and Village Law authorize town boards and village boards of trustees to .adopt public hearing requirements and local laws often provide planning boards with the discretion 2 please see discussion of Agricultural Exemptions below, 1126/10 6 l r whether to hold a public hearing. The Department recommends that if the municipality requires con`struction�of farm buildings and structures within a state certified agricultural district to undergo site plan review; that the review and decision be expedited within 45 days, with no public hearing. The Department. recognizes that the Town Law allows municipalities to determine which uses must undergo site plan review, the time frame for review (within the 62 day maximum); and whether to conduct apublic hearing. A protracted review of most agricultural projects could, however, result in significant economic impacts to farmers. The process outlined above affords the community an opportunity to examine a proposed agricultural project and to evaluate and mitigage potential impacts in light of public health, safety and welfare without unduly burdening farm operations. Of course., the "process" must also be adminstered in a manner that does not unreasonably restrict lor regulate farm operations. For example, conditions placed upon an approval or the cast and time involved to complete the review process could be unreasonably restrictive. Agricultural Exemptions State Environmental Quality Review (SEAR) - Agricultural farm management practices, including;corwstruction, maintenance and repair of farm buildings and structures„ and land use changes consistent with "generally accepted principles of farming" are designated as `Type 11 actions which do not require preparation of an Environmental Assessment Form (EAS') and are not subject: to compliance with State Environmental Quality Review (SEAR). 6 NYCRR §617.6(a), (c)(3). [See; In the Matter of Pure Air and Water Inc. of Chemung County v. Davidsen, 246 A.D.2d 786, 668 N.Y.S.2d 246 ( �d Dept. 1998), for application of the exem PtIon to the manure management activities of a g a ra�er�t Cor ar°atlotr' S A.D.. d 161 e Clraitecf States v� .Erre Ire ho farmand In the Matter of 14timane S`ocrat of t Stade �e�rel tion of the 668 N.Y.S. 2d 10Z–(2—rd De t. 2666 where ESDC s clssificaissuance of a grant for the construction or renovation of on-farm buildings for treatment of manure and raising livestock as a Type 11 action was upheld.] The SEQR regulations require localities to recognize the Type 11 actions contained in the statewide list. New York State Uniform l=ire Prevention and Building Code - While farmers must comply with local recluirernents which regulate health and safety aspects of the construction of farm buildings, many farm buildings are exempt from the State Uniform Eire Prevention and building Code ("Uniform Code"). The Uniform Code recently underwent'major revisions and now is comprised of .seven suis-codes (the Building Code, Fire Code, Residential. Code, Plumbing Code, Mechanical Code, Fuel Cas Code, and the Property Maintenance Code). The exemption for agricultural buildings has been incorporated in the following 1/26/10 Y4 portions of the revised Uniform Code and the Energy Conservation Construction Code, which became fully effective on January 1, 2003. • Agricultural building is defined in §202 of the Building Code as "A structure designed and constructed to house farm implements, hay„ grain, poultry, livestock, or other horticultural products.. This structure shall not be a place of human habitation or a placeof employment where 'agricultural products are processed, treated or packaged, nor shall it be a place used by the public. • Building Code §101.2(2,) provides an exemption from the Building Code for 1 agricultural buildings used'; solely in the raising, growing or storage of agricultural products by a farmer engaged in a farming operation." • Section 102.1(5) of the Flre Code of New York State provides that "[a]gricultural buildings usedl solely in the raising, growing or storage of agricultural products by a farrier engaged in a farming operation" are exempt from the provisions of the Fire Code pertaining to construction but are subject to,applicable requirements of fire safety practice and methodology.. a Section 101.423 of the Energy Conservation Construction Code ("ECCC") exempts "nonresidential farm buildings, including barns; sheds, poultry houses and other buildings aid equipment on the premises used directly and solely for agricultural purposes"from the provisions of the ECCC. The above briefly hlghlights� the agricultural buildings exemptions. Any specific questions regarding thej interpretation and applicability of the revised State Uniform Eire Protection and Building Code should be directed to the Department of State's Codes Division at (318) 474-4073.. Professionally Stamped Plans - Education Law §7209(1) provides that no official of the State or any city, county, town or village charged with the enforcement of laws, ordinances or regulations may accept or approve any plans or specifications that are not �stamped with the seal of an architect, or professional engineer, or land surveyor licensed or authorized to practice in the State. Thus, where local laws, ordinances or regulations require that plans and specifications for private construction be accepted or approved, they may not be accepted or approved without the required seal, subject to the exceptions set forth in the statute: 1981 Op Atty,Oen.April 27 (Informal). However, the exceptions contained in Education Law 709(7)(b) include "farm buildings, including barns, heds, poultry houses and other buildings used directly and solely for agricultural purposes." As a result, plans and specifications for such buildings are not required to be stamped by an architect, professional engineer or land surveyor.* 3 Similar requirements and exceptions are also provided in Education Law§7307(1)and (5). 1/26/10 8 ............ ................. ................ Against this backdrop, specifi.b guidelines for review of zoning and planning regulations by.local governments and the Department can best be understood. Generic Rev-iew Guidelines Generic reviews'are those of entire zoning regulations or sections of zoning regulations that impactthe munidipality's farmcommunity as ti class of several farm operations in the.same wa�. Dxamples of actions, which might result in a. generic review include the adoption or administration of an entirely new or substantially amended zoning regulation, that results in., a material change in the use and area standards applied lied to farm operations In a State certified agricultural district. In such 'cases, the Department recommends that the Municipality ask itself the following questions: • Do the regulations materially limit the definition of farm operation, farm or agriculture in a why that conflicts With the definition of "farm operation" in AML NOT, subd.1 1? ® Do the regulations relegate any farm operations in agricultural districts to "non-conforming" status? • Is the production, preparation and marketing of any crop, livestock or livestock product as j a commercial enterprise materially limited, resticted or prohibited? • Are certain classes of agriculture subject to more intensive.reviews or permitting requirements than others? For example, is "animal agriculture treated 'differently than crop production without demonstrated links to 6 specific and meaningful public health or safety standard designed to address a real and tangible threat? • Are any classes of agricultural activities meeting the definition of"farm operation" subject to special permit, site, plan review or other original jurisdiction review standard over and above ministerial review? ® Are "farm operations" subject to more intensive reviews than non-farm uses in.the same,zoning district? • Are "farm I operations" treated as integrated and interdependent Uses, or collections -of independent and competing uses on the same property? Ian and is such Is the regulation in ;accordance with a. comprehensive 0 a plan crafted consistent with AML Article 25-AA as reqire'd by law? I If the answer to any of the first six questions is `lyes," or if the answer to either . of the last two is "no," the zoning regulations Linder review are likely to be problematic and may be in viola,tiotion of AML §305-a, SUbd.l. Certainly such regulations would appear to be on their "face" inconsistent with the statutory requirement that "Local governments —shall exercise these powers in such manner as may realiZe the policy and goals set forth in this article [Article 2,5AA- Agricultaral bistricts]." 1/26/10 9 Guidelines for Site Specific Reviews AMI_ §305-a zoning case reviews often involve application of zoning regulations to a specific farm operation. Such cases typically result from applying the site plan, special use permit, use or non-conforming use sections, yard requirements, or lot density sections of the municipal zoning device to an existing farm operation. These cases often evolve because although the zoning regulation may appear to be consistent with the agricultural districts law, its application to a specific issue or set of facts is not.. In such cases, the Department recornmends that the municipality ask itself tha following questions: • Is the zoning regulation or restriction being applied to a use normally and customarily associated with a "farm operation" as decried in ARIL Article -A ;" o Does the regulation or restriction materially. limit the expansion or improvement of the operation without offering some compelling public benefit? • Is the regulation or restriction applicable to the specific farm operation in question, or, under the same circumstances, would it apply to other farm operations in the community? • Does the zoning regulation impose greater regulation or restriction on a use or farming activity than may already be imposed by State or federal statute, rule or regulation? • Is the regulation or restriction the result of legislative action that rendered the farm operation a"non-.conforming use"? If the answer to any of these,questions is yes, thea the zoning regulation or restriction under review Is likely to be problematic and may be in violation of the statutory prohibitions against ,unreasonably restrictive regulation of farm operations In an agricultural district, unless a threat to the public health or safety is demonstrated. Guidance on Specific Zoning Issues The following are some specific factors that the Department considers when reviewing local zoning laws4: A. Minimum and Maximum Dimensions General/ the D Generally epartment will consider whether minimum and maximum dimensions Imposed by a local law can accommodate existing and/or future farm 4 Please see other Department guidan e documents for further information on issues related to specific types of farm buildings and practices. 1/26/10 10 .................................................. ............. ......... . ............ ........................ ...................----------- it needs, For example, many roadside stands are located within existing garages, barns, and outbuildings that Mayi have dimensions greater than those set by a local ordinance. Also, buildings specifically designed and constructed to accQ mm6date .farm activities may not meet the local size requirements (e.g,, silos and b'arns which may exceed maximum height limitations). The size and scope of the farm operation should also, be considered. Larger farms, for examplb, cannot not effectively market their produce through a traditional roadside stand and may require larger farm markets with utilities, parking, sanitary facilities, etc. B. Lot Size Establishing a minimum lot size for farm operations within a zoning district that 'Includes land within a State certified agricultural district might be unreasonably restrictive: The d4finition of "farm operation" in AML §301(11) doe's not include an acreage threshold. Therefore, the Department has not set a minimum acreage necessary for, protection under AML §305-a and conducts reviews on a case-by-case basis. For example, a nursery/greenhouse operation conducted on less than 5 or 10 'acres may be protected as a "farm operation" under §3057a if the operation is a "commercial enterprise" as determined by the Department. For agricultural assessment purposes, however, AML §301(4) states that a farm' must have "land used in agricultural production" to qualify (either seven or more acres and gross sales*of an average, of $10,000 or more in the preceding two, years or have less than seven acres and average gross sales of more than $50,OD0 in the preceding two years). AML §301(4) also provides for an agricultural as ment on seven or more acres which has an annual gross assessment sales of $10,0 1 00 or more !,:..when such land is owned or rented by a newly I established farm operation in the first year of operation," AML§301(4)(h). Local requirements for minimum lot sizes for farim buildings raise concerns similar to those involving rnini=rn and maximum building dimensions. A farmer may be unable to meet a minimum lo't .sizb dub to the configuration of the land Used for produc1ion or lying fallow as part of a conservation reserve program. The need to be proximate to 'existing farm roads, a water supply, sewage disposal and other utilities is also essential, Farm buildings are usually located on the same property that supports other farm structures. Presumably, minimum lot size requirements are adopted to prevent over concentration of buildings and to assure an a.cleiquate area to install any necessary Utilities. Farm buildings should be allowed to be sited on the same lot as other agricultural use structures subject to the provision of adoq6ate water and sewage disposal facilities and meeting minimum setbacks betw6en structures. 11 1/26/10 .......... .............. .................................... .................................. ffl,(y C. Setbacks Minimum setbacks from front,;back and side yards for farm buildings have not been viewed as unreasonably restrictive unless a setback distance is unusually I' long. Setbacks that. coincide With those required for other similar structures have, in general, been; viewed airbas6nable. A farrn operation's bams. , storage buildings and other facilities may already be located within a required setback, or the farm operation may need to locate new facilities within the s6tback to meet the farm operation's needs, Also,'adjoining land may consist of vacant land',. woodland or farmland. The establish'rnent of unreasonable setback distances increases the cost of doing business for farmers because the infrastructure needed to Support the operation (e.g., water supply, utilities and farm roads) is often already located within, and adjacent to, the farmstead area or existing farm structures. Setbacks can also increase the cost of, or make it impracticable to construct new structures for the farm operation. D. Sign Limitations: Whether or not a limitation on the size and/or number of signs that may be used to advertise a farm operation is unreasonably restrictive of a farm operation depends upon the location of the farm and the type of operation. A farmer who is located on a*priftciptilly traveled ;road probably will not need as many signs as one I who is located on a less traveled road and who may need directional signs to direct the public to the farm. The size, of a sign needed may depend on whether the sign is used to advertise the farm's produce or services (e.g., for a commercial horse boarding operation) as part of the farm's direct marketing, or just for'directional onal purpose s. E. Maximum Lot Coverage Establishing 6 maximum lot 'coverage that may be occupied, by structures may be unreasonably' restrictive. k For example:, it may be difficult for horticultural operations to recoup their investment in the purchase of land if they are not allowed to more fully utilize a lot/acreage for greenhouses. Farm operations within an agricultural district should be allowed the maxii-nurn use of available land, consistent with the need to 'Protect the public health or safety. Generally, if setbacks between buildings are met and adequate space is available for interior roads, parking areas (where r6quired), and safe operation of vehicles and equipment, health and safety concerns are minimized. F. Screening and Buffers Some municipalities impose buffer requirements, including setbacks where vegetation, landscaping,paping, a wall or fencing is required to partially or completely screen adjacent land uses. Often, the buffer area cannot be used or encroached 1/26/10 12 upon by any activities on the lot. Requirements for buffers or setbacks to graze animals, construct fences and otherwise use land for agricultural purposes are generally unreasonably restrictive'. Buffers and associated setbacks may require farmers to remove land from production or otherwise remove @and from use for the farm operation. The impact on nursery%greenhouse operations is especially significant since they are often conducted on smaller parcels of Sand. Maintenance of the buffer also creates a hardship to the landowner. If a setback is requiredfor fencing, the farmer may have to incur the expense of double fencing' the perimeter of the property, or portion thereof, to prevent encroachment by neighboring property owners. A requirement to screen a farm operation or agricultural structures such as farm labor housing or greenhouses from view has been found by the Department to be unreasonably restrictive. � Screening requirements suggest that farm operations and associated structures are, in some way, objectionable or different from other forms of land use that do not have to be screened. Farmers should not be required to bear the extra costs to provide screening unless such requirements are otherwise warra�nted by special local conditions or necessary to address a threat to the public'; health or safety.. While aesthetics are an appropriate and important consideration under zoning and planning laws, the purpose of the Agricultural Districts Law is to conserve and protect agricultural lands by promoting the retention of farmland in active agricultural use. 1/26/10 13 sow iN t4 U,KAT fbC Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead New York 11901 631-208-8850 Flamilml10alrJ Licensed Professional Engineer Member National society of Professional Engineers March 29, 2017 Town of Southold Planning Department P.O. Box 1179 Southold,NY 11971 RE: 8Hands Farm 4735 C _( 1000-96-2-10.2) ox Lane, NY .SCTM m Dear Sirs: I have inspected the drainage installed on site and find that the installation is consistent with the approved plans and that the storm water controls on site surpass all requirements on the approved site plan pursuant to Chapter 236 for Storm Water Management. Please call if you should have any additional concerns or questions. Sincerely, y J I1r ',,T.' Butler, P.E. w 07 MAILING ADDRESS: PLANNING Sf" � � f P.O. Box 1179 Southold, NY 11971 DONALD J.WILCENSKI + Chair OFFICE LOCATION: WILLIAM J.CREMERSTown Hall Annex PIERCE FERTY 54375 State Route 25 JAMES H.RICH III p (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ��UN�, �' Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 10, 2017 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Approved - Amended Site Plan for 8 Hands Farm 4735 Cox Lane, ±550' s/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96-2-10.2 Dear Mr. Kelly: With reference to the Work Session held on January 9, 2017, please be advised that the Planning Board reviewed final site inspection comments with regard to the issuance of a Certificate of Occupancy and determined the requirement of the item listed below: Provide certification from a NYS licensed engineer to ensure that all storm water controls constructed on site strictly meet or surpass all requirements found on the approved site plan and Chapter 236 for Storm Water Management. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Very truly yours, w. Brian A. Cummings Planner Southold Town Plannin Board Work Session - January+9 2017 -- Page,4 Project Name; j Purita Winery SCT M#: 1000-51-3-5, 4.11, 4.12, 4.13 & 4.14 Location: a 5195 Old North Road, ±420' s/w/o County Road 48 & Old North Rd., Southold Description: This Site Plan ... p is for the proposed construction of a 30' x 90' (2,652 sq. ft.) addition to an existing 71' x 90' (6,422 sq. ft.) building for the use of wine production and storage (not open to the public) on a 0.76 acre parcel (SCTM#1000-51-3-5) with an existing single family dwelling and nine (9) parking spaces. The subject parcel is proposed to be merged with an adjacent 2.7 acre reserve area (SCTM#1000-51-3-4.11) which is attached to ±18.8 acres of farmland (SCTM#1000-51.-3-4.14) with Development Rights held by Suffolk County in the AC Zoning District, Southold. Status: Pending Action: Referral Review _ . Attachments: Staff Report Project Name 8 Hands Farm Amended SCTM#: 10096 0 2---'1-0.1 k Location: 471.35 Cox La11 ne, Cutchogue Description: This Amended Site Plan is for the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12' breezeway and add kitchen and bathrooms to an existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District Status:. Approved 1 Action: Review Final Inspection Attachments,: Staff Report.. . _... Discussion: ❖ Draft comments to ZBA re: Verizon at MGH Enterprises SCTM#1000-15-9-8.1, 40200 Route 25, Orient ❖ Draft Monthly Report for December S�Ao Michaelis, Jessica �'�, H c MT A L From: Cummings, Brian A. Sent: Friday, December 16, 2016 12:21 PM To: Michaelis, Jessica �a Subject: FW: 8Hand Farm mUttt��'Io l -----Original Message----- From: William Kelly [mailto:WILLIAM.KELLY@mortonbuildings.com] Sent: Friday, December 16, 2016 12:06 PM To: Cummings, Brian A. Subject: Re: 8Hand Farm Dear Brian, As authorized agent for the owner at this time I would like to request a final site inspection at 8 Hands Farm,4735 Cox Ln, Cutchogue. Would plead let me know when the inspection is scheduled so I can be present. Respectfully William Kelly Authorized Agent Sent from my iPhone > On Dec 16, 2016, at 11:46 AM, Cummings, Brian A. <brian.cummings@town.southold.nv.us>wrote: >Good morning Bill, >We received a request for final site inspection (below)from Chuck Kitz who is technically not an agent or owner of the project. I know we had briefly talked about a final site inspection; so to be complete, can you please provide the request so that it is consistent with the authorized agents for the project?Thank you. > I will schedule a site visit over the coming weeks and intend to have this item on the January 9th work session for review. > Please let me know if you have any questions. > Brian > Brian A. Cummings, Planner >Southold Town Planning Department > 53095 Route 25 > P.O. Box 1179 >Southold, NY 11971 > Phone: (631)765-1938 > E-mail: brian.cummings@town.southold.ny.us >-----Original Message----- > From: Michaelis,Jessica >Sent: Friday, December 09, 2016 9:42 AM >To: Cummings, Brian A. >Subject: FW: 8Hand Farm >Thank you, >Jessica Michaelis, Clerk Typist >Southold Town Planning Department >54375 NYS Route 25 > P.O. Box 1179 >Southold, NY 11971 > Phone: 631-765-1938 > Email:JessicaM@southoIdtownny.gov >-----Original Message----- • From: harkenconstruction@gmail.com [maiIto:harkenconstruction@gmail.com] >Sent: Friday, December 09, 2016 9:32 AM >To: Michaelis,Jessica >Subject: 8Hand Farm >Jessica, my name is Chuck Kitz, I am the project manager at 8 Hand farms. I would like to schedule an appointment for the planning department to do a final inspection for our CO application... I can also be reached on my cell phone 516- 971-5871 thank you, Chuck >Sent from my Whone o�*pF SOUryo! Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ae Southold,NY 11971-0959 Cou1u1`i,� BUILDING DEPARTMENT C p TOWN OF SOUTHOLD APR ® 1 2016 Southold Town MEMORANDUM Planning Board TO: Donald J. Wilcenski, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: April 1, 2016 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: 8 Hands Farm Location: 4735 Cox Lane, Cutchoguue SCTM# 1000—Section 96-Block 02—Lot 10.1 Date: October 20, 2014 Revised Date: March 25, 2016 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE Agricultural Building IS A PERMITTED USE IN THIS AC DISTRICT AND IS SO CERTIFIED. Michael J. Ve ty ` Chief Building Inspector e OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �O�*OF SUUTy�Io P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold, NY www.southoldtownny.gov �ly�aUNTY,�� PLANNING BOARD OFFICE TOWN OF SOUTHOLD i I MEMORANDUM To: 1 Michael J. Verity, Chief Building Inspector From: , Brian Cummings, Planner Date: March 31, 2016 I Re: i Amended Site Plan for 8 Hands Farm 4735 Cox Lane, ±550' s/e/o Cox Lane & CR 48, Cutchogue SCTM#1000-96.-2-10.1 The Planning.Board has found this Site Plan application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. I This Amended Site Plan is for the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building-for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District, Cutchogue. Thank you for your cooperation. Encls: Site Plan Application ;Site Plan i I i i it i j Submission Without a Cover Letter Sender: D MAR Nib Subject: '] Southold B and Planning SCTM#: 1000- O2 -1 Date: _ Comments: G ;i i i i 4 _ j Submission Without a Cover Letter p,61 D ECCE VE Sender: MAR 3 ® 2016 Southold Town Planning Board Subject: � - ��,�� SCTM#: 1000 - 02 — 10, 1 � d1J• Z Date: Comments: kolo r i COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK,COUNTY EXECUTIVE DEFaARTMENTOf HEALTH SERVICES ' JAMES L,i OMARKERI, MD, MPH, SBA, M,9W Commissioner PERM NDITIONS Health Senlices Referencelt� - /S-# . — • Project Name 1-�grit�S � e� The attached' plarx, when -duly,signed by a representative of the department,- iii conjunction' withthe se conditions, constitutes'a pein1it to,construct a water supply and/or a sewage•disposal or collection systerri"for "the-property as depicted:-The applicant should- take note-of,any conditions of approval, which nnay. be indicated ori,theplan,of enclosed herein. Construction must,conform with'`applicable standards in r `Standkds dor Approgal of i'Ian's an' d C®a�str�ctt®� dor revsagei Dfsposal''8ystems f®r Other than -S,ingle Family,Residences.," .Omissions,..,inconsistencies.or.lack,of detail on-Ahe,plan, do not":rel 6ase,the',- applicant-from the-�i•esponsibility.of hda inizthe'constiitctiozi dbiie in confoniiance-with applicabl .standards. y Issuance of this permit shall in_ noway relieve the design-professional," f responsibility, for'the adequacy,of' `. the.c'oinp16 eud ; 'esi gnr The pennit`( Tar) expires' three (3) years afe -theappre Tal-dateAnymncatowhich may °affect the ' proposed"sewage disposal or water supply systems"requires submission of a revised plan and additioa�aZ .fees if applicable)( pp able) for reapproval prior,to,construction. -No inspections:will be performed'by the depai tixienf oii • expired permit's.,' Permits- maybe renewed;`extended'; transfei-red,, or revised `in'••aceord'ance with the,procedures des'eribed: in. r str�a�ti®rrs,'.to ]renew, Extend, or- 'Tr^ansfer•,,an 'Existing .Fe�rr�t:foa�' ®then; than Sirrgleo � ily esidenees '(For M'1-V> VM.lel,); It is the applicant's,responsibility to call the department,,in adv lice• to,arrange inspections of'the='sews e diS posal 'and/or'v✓ater supply"facilities°prior to backfilling. These- include •inspections of the sewage collection.and disposal systems,,water Supply I System components and piping, and,.final,grading;as sliowii on .Y the approved-plans. In certain cases, hispec,t16ns of-'the soile cavation`;may be xequired to determine the ' 'acceptability,of the soils for sewage'disposal systems. T'he depar^tMen�mast-be notified at least 48'hours in advanee to' ;schedule',an iirspectj6n''by ealling'X52-5'7549 avid'ex'cavatl®n inspections Must also be „ confirmed by:ealling 852-57- 0 prior,to 9030 aorno, the morning of,-the Wspeeti®no Article VII of the . Suffoll� ,County Code, "Septic ii darstI '— si�esses,99 requires that all .installers' of septic systems` within Suffolk,County shall possess-a valid'license•fnorn,the Suffolk Cor my Offtoe of.- - -)fer Affai>"s. ems' o ace cava 7r fuse to perfoYrra inspections or grant anal a ' ff ppr^oval for^ the cons`t'r^uction o by an unlicensed individual. It is, 6fprojects that ar^e installed the�•efor�e, in'your best inter^est to•utilize a cesspool contractor with a valid. i license to avoid substantial"delays in your pr*oject• Final approval issued- by .the Department is ,necessar r ior• to the Geeg, Me of new bail , Y...A p y drags, additimrrs t®'existing buildings, dr:f®r'tlre ass's of sevsage,dsp©sal �r vvaer srnr�ply systennse ' 'SEE PAGE 2 ; VR7M-016,(Rev; 10/02'/06) - PaLze 1 nf�- MAILING ADDRESS: PLANNING BOARD MEMBERS �QF S0(/jP.O.Box 1179 DONALD J.WILCENSKIOld Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex PIERCE RAFFERTY G • Q 54375 State Route 25 JAMES H.RICH III �a (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �yCOUNV i Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 15, 2015 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Amended Site Plan for 8 Hands Farm 4735 Cox Lane, ±550' s/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96-2-10.2 Dear Mr. Kelly: I am writing as a follow-up to the Work Session held on January 12, 2015 where the Planning Board reviewed the above-referenced Site Plan and determined the following: • Obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide a print of the approved Site Plan to this Department including the seal, stamp and signature. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Very truly yours, ��Qn Brian A. Cummings Planner Southold Town Planning Board Work Session -Januan%12, 2015 - Page 2 Project name: ; Ski Standard_Sub-di v—is ion _ 1 SCTM#: E 1000-10_10-8.1 Location: i On the corner of Montauk & Oriental Avenues, approximately 1,800' east of Peninsula Road, Fishers Island Description: This proposal is for a Standard Subdivision of a 4.98 acre parcel into two lots where Lot 1 = 3.05 acres and Lot 2 = 1.93 acres located in the R-80 Zoning District. Status - ; Conditional Sketch Approval I- Action: - , - _Review referrals & public hearing comments! I Attachments: Staff Report - - ---� Project name: Beach Plum Homes_ ; SCTM#: : 1000-52-5-60.3 ! Location: on the n/s/o Ackerly Pond Road, approximately 924 feet west of NYS �f Route 25 and located on the s/s/o Blossom Lane approximately 223 feet _ south of Jasmine Lane, in Southold _ Description: This approved Clustered Conservation Subdivision is for 5 lots on 27.15 I acres where Lot 1 equals 23.96 acres, upon which the Development ' Rights on 22.2 acres were sold to the Town of Southold, Lot 2 equals 31,000 sq. ft., Lot 3 equals 32,800 sq. ft., Lot 4 equals 33,712 sq. ft. and ! _ - Lot 5 equals 30,916 sq_ ft. in the A-C/R-O Zoning Districts. _ _! - -=-- Status: _ ! Final Approval _ Action: ! Review for release of bond. Attachments: _! Engineering Inspector's Report Project Name: -j 170 Moore's Lane Realty SCTM#: ' 1000-45-7-3 Location: 170 Moore's Lane, ±130' n/w/o Moore's La. & NYS Rt. 25, Greenport Description: This Site Plan is for a proposed 60' x 19' (1,140 sq. ft.) office addition to f an existing 129' x 125' warehouse building on 1.2 acres in the Light Industrial Zoning District 1 Status: ; Pending___ Action: I Review referrals. `Attachments:-^--�---- Staff Report ----- -�--------- -----_-- - -i Project Name: 8 Hands Farm Amended ; SCTM#: 1000-96-2-10.1 I Location: 4735 Cox Lane Cutcho ue ' Description: This Amended Site Plan is for the proposed construction of a 24 x 42 ' (1008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12' breezeway and add kitchen and bathrooms toan existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT in the AC Zonin District _ Status: _ ! Pending _ ---- - -- --- ------------- ------ -- ---- -- - Action: Review referrals. i Attachments: Staff Report . l MAILING ADDRESS: PLANNING BOARD MEMBERS QF so�Ty P.O.Box 1179 DONALD J.WILCENSKI hQ� Old Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS CO- ANC Town Hall Annex PIERCE RAFFERTY �O 54375 State Route 25 JAMES H.RICH III Oly (Cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR Irou e� Southold,NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 10, 2015 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: SEQRA Classification - Proposed Amended Site Plan for 8 Hands Farm Located at 4735 Cox Lane, ±550' s/e/o Cox Ln. & CR 48, Cutchogue SCTM#1000-96-2-10.1 Zoning District: A-C Dear Mr. Kelly: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, February 9, 2015: WHEREAS, this Amended Site Plan is for the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District, Cutchogue; and 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 24' x 42' (1,008 sq. ft.) metal cheese making building accessory to an existing farm operation including livestock production, general farming and a farm stand; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is a Type II Action and not subject to review under SEQRA. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, 'Donald J. W7censki Chairman OF SOU OFFICE LOCATION: O`�� �y®�® MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 l�cOUfVT�,�� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Donald Wilcenski, Chair JAN a 2015Town Town of Southold Planning Board From: Mark Terry, Principal Planner Southold Planning Board - LWRP Coordinator Date: January 7, 2015 Re: LWRP Coastal Consistency Review for 8 Hands Farms Amended Site Plan SCTM# 1000-96-2-10.1 This Amended Site Plan is for the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District, Cutchogue. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted toy this department and the records available to me, 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 MAILING ADDRESS: PLANNING BOARD MEMBERS *tF SO!/ly� SoP.O. o is ox 1 1971 DONALD J.WILCENSKI ,`O l� Chair OFFICE LOCATION: WILLIAM J.CREMERS cia Town Hall Annex PIERCE RAFFERTY �pQ 54375 State Route 25 JAMES H.RICH III ��� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �'QUNry� Southold, NY Telephone: 631 765-1938 www.southoldtow-rmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 16, 2014 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Close Hearing - Proposed Amended Site Plan for 8 Hands Farm Located at 4735 Cox Lane, ±550' s/e/o Cox Ln & CR 48, Cutchogue SCTM#1000-96-2-10.1 Zoning District: A-C Dear Mr. Kelly: A Public Hearing was held by the Southold Town Planning Board on Monday, December 15, 2014 regarding the above-referenced Site Plan. The public hearing was closed. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman 1{L SCOTT A. RUSSELL JAMES A. RICHTER, R.A. SUPERVISOR ' " z MICHAEL M. COLLINS, P.E. TOWN HALL- 53095 MAIN ROAD ; TOWN OF SOUTHOLD,NEW YORK 11971 Tel (631)-765-1560 T `} Fax. (631)-765-9015 MICHAEL COLLINSATOWN SOUTHOLD NY US a ',.;) JAMIE RICHTER a,TOWN SOUTHOLD NY US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Donald J. Wilcenski December 14, 2014 Chairman - Planning Board Town Hall, 53095 Main Road I Southold, New York 11971 1 D E i Re: 8 hands Farm DEC 15 2014 Cox Lane, Cutchogue SCTM #: 1000-96-02-10.1 Southold town Planning Board Dear Mr. Wilcenski: As per a request from your office, I have reviewed the amended Site Plan, received by the Planning Board dated 10/20/14, for the construction of a New 24'x 42' Metal Building and 10'x 12' Breezeway. Please consider the following: 3•, 1. Drainage Calculations have been provided to meet the minimum requirements of Chapter 236 for Stormwater Management. The proposed drainage design is also considered to be satisfactory. The installation of all new drainage structures will require inspections by the Town Engineering Department for compliance and/or the certification by a licensed design professional. 2. The remaining site plan modifications and alteration items specified by this amendedfsileions plan appear to meet the minimum requirements of Town Code. -��* r`ti� rr� r-• -: .P„ If you have any questions regarding this review, please contact my office. ncer y, P J es A. Richter, R.A. AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as 3 -dA-kjQ,5 &9�4 �7M� d OL-4-2 - qe--, 2- D I 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 tZ-- V-5 - I�j 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 ('D,->7� Your Name (pr' t igna Address �Z— 1,7-1 Dat il D2) Notary Public HDIE r� 2DEBORAH H.VAN D�UZER C E V E10 Notary lNo.O State York Qualified in Suffolk CounDEC 1,2 2014 Commission Expires April 28..%16 Southold Town Planning Board PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:00 noon, Fri., 12/12/14 Re: Proposed Amended Site Plan for 8 Hands Farm SCTM#s: 1000-96-2-10.1 Date of Public Hearing: Monday, December 15, 2014, 4:33 p.m. Notice to Adjacent Property Owners 8 Hands Farm (Amended) 4735 Cox Lane Cutchogue, NY SCTM#1000-96.-2-10.1 & 10.2 1. 96.-2-4.1 - No Address / Property owned by MTA LIRR per Assessors Officg. 2. 96.-2-7 - RHX Corp. 591 -A Bicycle Path, Port Jefferson Sta. , NY 11776 3. 96.-2-9 - Jane F. Broderick P.O. Box 637, Mattituck, NY 11952 4. 96.-2-11 - Early Rising Farm P.O. Box 12, Cutchogue, NY 11935 5. 96.-3-4.3 - Early Rising Farm P.O. Box 12, Cutchogue, NY 11935 6. 84.-4-1 - Cutchogue Fire District 260 New Suffolk Rd. Cutchogue, NY 11935 7. 84.-4-6.4 - Steven Dubner 140 Half Hollow Rd. , Dix Hills, NY 1;1 746 r D e e e s e e I � • �-_• e o e o ® Complete Items 1,2,and 3 Also complete A. Signature I ®'Complete items 1,2,and 3 Also complete A Sign to item 4 if Restricted Delivery is desired. X i, item 4 if Restricted Delivery is desired. 11 Agent ■ Print your name and address on the reverse ■ Print your name and address on the reverse X so that we can return the card to you: - ❑Addressee ■ Attach this card to the back of the mailpiece, B. Re 'ved by(Printed' a e) C. so that we can return the card to you. y(p ,jVeme) C. Da o Del ery fi B. R ce'v d b i t p ��, ■ Attach this card to the back of the mailpiece, J , or on the front if space permits. or on the front if space permits. vl ( j D. Is efivery address different from Item 1? 1 Article Addressed to: D. Is delivery address different from Item 1? ❑Yes If YES,enter delivery address below: Article Addressed to. If YES,enter delivery address below: ❑No -y i'A fe I 3. , -- Type 3. Sepe/ L AJ o ��i `°�I Exp Certified Mail 17 Priority Ma erhfled M ad 11 Priority Mad Ex press" D Return Receiptfegisere9 /U 7 ❑Registered 1:1 Return Receipt for Me rchandiseCaei' ❑Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) I 2. Article Number, 4. Restricted Delivery?(Extra Fee) p Yes ( 2 Article Number rransfer fr©m service/abet)' ' ' 1 2 210 , 2 0 01,=2;3 4'4 2 414 C — _ I (Transfer from service label) 701P-, 2210 aa01 2344 519 4 ��PS Form 3811;July:2013 Dtic Return Receipt IPS Form 38�1,July 2013' Domestic Return Receipt - omes - -- - - — - - - omes - f TQ/t `®� .�•-; ;� ; `i `�� -.., ;tom ; �- � ;? ; �. '" rr, w IC� i r-1� �I .14;\6 I -A, -2 pe vl NIS IT NJ d ¢� $� ;22IN y '2�eN Z2° N N �Z� n�aj ® �E z 4) YE o a. Iao :m o co :� ;gp ;m III o co :g? ° :4o :m ¢o` yo m ~ m0 :y em :a :cn - oe �-f ¢W F m :ma I� o :m D. I m :my + ,7 0 :ma :s yam. F° m I,,4 CO :y`o .0 y :�o :U {{�1 � NO o :U f5 y :gin o :U' U) `C2i12 t1+1E2 1000 OT22 2T0z 22 210?- 2 210?- 22 2TU. .22 2TOz t o • SECTIONCOMPLETE • DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ��gg El Agent ■ Print your name and address on the reverse /Lfv❑Addressee so that we can return the card to you. B. Received by(Pnn ed Name) C. Date of,D livery ■ Attach this card to the back of the mailpiece, /„�/ Z or on the front If space permits. Al D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: (� If YES,enter delivery address below: ❑No 3. Se Type Certified Mail 13 Express Mail 1 ❑Registered ❑Return Receipt for Merchandise U ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number ?012 2 210 0001 2344 2391 (Transfer from service label) PS Form 3811,February 2004 Domestic Return Receipt 102595-b2-M-1540 ® Complete items 1,2,and 3 Also complete A ture item 4 if Restricted Delivery is desired. X ❑Agent B Print your name and address on the reverse Addressee so that we cap return the card to you. B. Received b \(Printed'Name) 4\Date f Delivery IN Attach this card to the pack of the mailpiece, r� ` e or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to. If YES,enter delivery address below: ❑No � e 3. Se ce Type K%i1vCerti ied Mad® ❑Priority Mail Express' ❑Registered ❑Return Receipt for Merchandise r 6� ❑Insured Mad ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2 Article Number ?012 2 210 0001 2344 2421 (Transfer from service labeo - PS Form 3811,July 2013 Domestic Return Receipt .{ lr cat G G , Elizabeth Thompson,Chairp� on Town Hall Annex Reynolds duPont,,Jr. gU�Fl1�,� 54375 Route 25 Joseph Lee 'Vo PO Box 1179 Ronald McGreevy �� Southold,NY 11971 Howard Meinke y Nicholas Planamento d Fax(631)765-6641 Mark Schwartz Telephone:(631)765- 1892 Stephen Geraci1 � southoldtown.northfork.net James Grathwohl Patricia Butler Town of Southold D E C E U!1 F E Architectural Review Committee Minutes NOV 2 5 2014 4:00p.m.,November 20,2014 Town Hall Annex Executive Board Room Southold Town Planning Board Members Present: Elizabeth Thompson, Chairperson;Ron McGreevy;Nicholas Planamento;Joseph Lee; Stephen Geraci;Patricia Butler; Brian Cummings,Town Planner;Elizabeth Cantrell, Secretary The minutes for the September 18,2014 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. New Applications: • BELLE RIVER PROPERTIES,LLC SCTM#:1000-102-4-6.1 Bill Kelly of Morton Buildings presented the application for the proposed construction of a 48x36' 4-stall horse barn for owner use on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District, Cutchogue. The Committee reviewed the proposed project and approves the application as submitted today. Motion made and seconded. All in favor. J , • 170 MOORE'S LANE REALTY CORP. SCTM# 1000-45-7-3 Brian Cummings,Town Planner presented the application for a proposed 60' x 19' (1,140 sq. ft.) office addition to an existing 129' x 125' warehouse building on 1.2 acres in the Light Industrial Zoning District, Greenport. The Committee reviewed the proposed project and approves the application as submitted today. Motion made and seconded. All in favor. Amended Site Plans: • 8 HANDS FARM AMENDED' SCTM#1000-96-2-10.1 Bill Kelly of Morton Buildings presented the application for the proposed construction of a 24x42' (1008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10'x12' breezeway and add kitchen and bathrooms to existing farm stand on 27.5 acres (2 acre reserve;25.5 acres DRT) in the AC Zoning District, Cutchogue. The Committee reviewed the proposed project and approves the application as submitted today. Motion made and seconded. All in favor. E ' abeth Cantrell, A.R.C. Secretary. -- - 2 - 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: Thomas Geppel & Carol Festa, Harborview Farms, LLC Address: P.O. Box 792, Mattituck, NY 11952 Land Owner(if other than applicant): LIV21VIAX, LLC Land Owner Address: P.O. Box 792, Mattituck, NY 11952 Description of Proposed Project: This Amended Site Plan is for the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District. Property Location (road and tax map ft 4735 Cox Lane, ±550' s/o CR 48 and Cox Lane, Cutchogue; SCTM#1000-96-2-10.1 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: 1. 1000-84-4-1, Cutchogue Fire District, 260 New Suffolk Rd., Cutchogue, NY 11935 2. 1000-84-4-6.4, 6.5, 6.6, 6.7, Steven Dubner, 140 Half Hollow Rd., Dix Hills, NY 11746 3. 1000-96-2-11, Early Rising Farm, LLC, P.O. Box 12, Cutchogue, NY 11935 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. —� � vq ica AT Sig ature Date MAILING ADDRESS: PLANNING BOARD MEMBERS sorry P.O.Box 1179 DONALD J.WILCENSKI �Q� Ol0 Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS va Town Hall Annex PIERCE RAFFERTY �p� 54375 State Route 25 JAMES H.RICH III Ol� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR CQU�(�� Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 19, 2014 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Amended Site Plan for 8 Hands Farm 4735 Cox Lane, ±550' s/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96-2-10.2 Dear Mr. Kelly: I am writing as a follow-up to the Work Session held on November,17, 2014 where the Planning Board formally accepted the above-referenced Site Plan for review and determined that the proposed is a Type II Action. According to Article 8 of the Environmental Conservation Law, and 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA), the Planning Board has determined the proposed Site Plan Application a Type II Action pursuant to§617.5(c)(3) and, therefore, not subject to review because the proposed construction is for an existing agricultural site (see below). 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" This Amended Site Plan is for the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District, Cutchogue. The Planning Board, its Staff, Town Departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this site plan or its process, please do not hesitate to call this office. Ve truly yours, 1 Brian A. Cummings Planner MAILING ADDRESS: PLANNING BOARD MEMBERS �QF SOUry P.O.Box 1179 DONALD J.WILCENSKI �OV� ��� Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS va Town Hall Annex PIERCE RAFFERTY �� 54375 State Route 25 JAMES H.RICH (cor.Main MARTIN H.IDOR �lif'COU s� SouYoungs Ave.) th d,NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planner& Date: November 19, 2014 Re: Proposed Amended Site Plan for 8 Hands Farm Located at 4735 Cox Lane, ±550' s/o CR 48 and Cox Lane, Cutchogue SCTM#1000-96-2-10.1 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This Amended Site Plan is for the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District, Cutchogue. Thank you for your cooperation. In Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-96.-2-10.1 MAILING ADDRESS: PLANNING BOARD MEMBERS QF so�Ty P.O.Box 1179 DONALD J.WILCENSKI h�V� Old Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS va Town Hall Annex PIERCE RAFFERTY ® �Q 54375 State Route 25 JAMES H.RICH IIIO (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �'�CQ�NTY,�c Southold,NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner Date: November 19, 2014 . Re: Proposed Amended Site Plan for 8 Hands Farm Located at 4735 Cox Lane, ±550' s/o CR 48 and Cox Lane, Cutchogue SCTM#1000-96-2-10.1 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This Amended Site Plan is for the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District, Cutchogue. Thank you for your cooperation. MAILING ADDRESS: PLANNING BOARD MEMBERS w`OF S0 P.O. Box 1179 DONALD J.WILCENSKI O�\` y�l Southold, NY 11971 Chair h OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G 54375 State Route 25 JAMES H.RICH III Q • �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR lij'cou � Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Planner Date: November 19, 2014 Re: Amended Site Plan for 8 Hands Farm Application Name: 8 Hands Farm Tax Map Number: 1000-96-2-10.1 Location: ±550' s/o CR 48 and Cox Lane, Cutchogue Type of Application: Sketch Subdivision Map (Dated: ) Preliminary Subdivision Map (Dated: ) Final Subdivision Map (Dated: ) Road Profiles (Dated: ) Grading and Drainage Plans (Dated: ) Other (Dated: ) Site Plan (Dated: 10/20/2014 ) Revised Site Plan (Dated: ) Grading and Drainage Plans (Dated: ) Other (AS BUILT) (Dated: ) Project Description: This Amended Site Plan is for the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District, Cutchogue. Thank you for your cooperation. MAILING ADDRESS: PLANNING BOARD MEMBERS *0f soyo So th hold, NY 1179 11971 DONALD J.WILCENSHI ,`O l0 Chair OFFICE LOCATION: WILLIAM J.CREMERS N 41C Town Hall Annex PIERCE RAFFERTY �p� 54375 State Route 25 JAMES H.RICH III Oly (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR COUN(, Southold,NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson, Chairperson, Architectural Review Committee From: Brian Cummings, Planne� Date: November 19, 2014 Re: Request for Review and Comments: 8 Hands Farm (amended) Located at 4735 Cox Lane, ±550' s/o CR 48 and Cox Lane, Cutchogue SCTM#1000-96-2-10.1 The Planning Board refers this Site Plan Application to your committee for your review and comments. This Amended Site Plan is for the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District, Cutchogue. Thank you. Encls.: Site Plan Site Plan Application MAILING ADDRESS: PLANNING BOARD MEMBERS pF so(/TP.O. Box 1179 DONALD J.WILCENSKI ��V� ®lam Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G 54375 State Route 25 JAMES H.RICH III Ql (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR '�00UNf`1,� Southold, NY Telephone: 631765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planner Date: November 19, 2014 Re: Amended Site Plan for 8 Hands Farm Located at 4735 Cox Lane, ±550' s/o CR 48 and Cox Lane, Cutchogue SCTM#1000-96-2-10.1 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This Amended Site Plan is for the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District, Cutchogue. Thank you for your cooperation. Encls: Site Plan Application Site Plan MAILING ADDRESS: PLANNING BOARD MEMBERS �pF S0(/TP.O.Box 1179 DONALD J.WILCENSKI ��� Ol0 Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Us Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR ycou � Southold,NY Telephone: 631 765-1938 www.southoldtown-uy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Peter Doherty, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planner Date: November 19, 2014 Re: Proposed Amended Site Plan for 8 Hands Farm Located at 4735 Cox Lane, ±550' slo CR 48 and Cox Lane, Cutchogue SCTM#1000-96-2-10.1 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This Amended Site Plan is for the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District, Cutchogue. Thank you for your cooperation. In Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-96.-2-10.1 v% MAILING ADDRESS: PLANNING BOARD MEMBERS QF S !/T P.O.Box 1179 DONALD J.WILCENSKI �� y�lO Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex PIERCE RAFFERTY OQ 54375 State Route 25 JAMES H.RICH IIIQ (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR IyCQUN Southold,NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 19, 2014 Mr. Matthew Martin Cutchogue Fire District 260 New Suffolk Road Cutchogue, NY 11935 Re: Request for Review on the Proposed Amended Site Plan for 8 Hands Farm Located at 4735 Cox Lane, ±550' s/o CR 48 and Cox Lane, Cutchogue SCTM#1000-96-2-10.1 Dear Mr. Martin: The enclosed Site Plan Application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This Amended Site Plan is for'the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District, Cutchogue. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, Brian Cummings Planner Encls.: Site Plan Application Site Plan Southold Town F�ianning Board Work Session - November 17, 2014 - Page 2 Project Name: ! Showalter Farms SCTM#: ' 1000-108-4-1.4 Location: 18625 Main Road, ±1,190' w/o Elijah's Lane, Mattituck i Description: i This proposed Site Plan is to construct Phase One of a riding academy, and includes one 24' x 30' (720 sq. ft.) 3-stall barn, two 24' x 10' (240 sq. ft.) 2-stall barns, an outdoor riding/training area approximately 140' x 2701,1 ! and eight (8) parking stalls on 24.2 acres in the A-C Zoning District. I Status: _; Pending I Action: ! Review revised Site Plan & ZBA decision Attachments: ! Staff Report Project Name: 18 Hands Farm Amended _ ; SCTM#: i 1000;96-2-10.1 _ Location: ; 4735 Cox Lane, Cutchogue Description: This Amended Site Plan is for the proposed construction of a 24 x 42 (1008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12' breezeway and add kitchen ! and bathrooms toan existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT)- in-the-AC-AC Zoning District --- - ---- -- - -- - ---- Status: ! New Application Action: ! Review for completeness. i Attachments: I Staff Report -—-- -- - --_ ---------- - j Project Name: ! Mazzoni, 500 Soundview Drive, ; SCTM#: ; 1000-13-2-8.2 i LLC f Location: ! 500 Soundview Drive, Orient Description: ; This proposal is for a Standard Subdivision of a 22.94-acre parcel into 6 I lots where Lot 1 = 2.75 acres inclusive of 0.76 acres of Open Space, Lot i 2 = 2.19 acres inclusive of 0.34 acres of Open Space, Lot 3 = 2.13 I acres, Lot 4 = 0.59 acres, Lot 5 = 4.78 acres inclusive of 1.54 acres of fOpen Space and 2.77 acres of a Conservation Easement held by the Peconic Land Trust (PLT) and Lot 6 = 9.26 acres inclusive of 6.03 acres j ! of Open Space and 3.22 acres of a Conservation Easement held by the PLT located in the R-80 Zoning District_ __- C Status: ; Pending_ Action: Review revised maps_ achmentStaff Report Atts: - - _ _ _ _ � Project name: Cutchogue Business Center SCTM#: 1000-83-3-4.6 - ._Location: ; 12820 Oregon Road, Cutchogue Description: ; This proposal is a Standard Subdivision of a 6.10 acre parcel into five I ! lots where Lot 1 equals 1.29 acres, Lot 2 equals 0.92 acres, Lot 3 equals ! ; 1.47 acres, Lot 4 equals 0.92 acres, and Lot 5 equals 1.06 acres, located! ! in the LI Zoning District. Status: Conditional Preliminary Approval Action: i Review for Final Plat completeness. en � Attachm ---ts-_---------'-S-taff Report - -- - -- i -_ -- --- - ----- - --- #12000 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successfully commencing on the 4th day of December, 2014. Principal Clerk Sworn to before me this day of 2014. Notice of Public Heariag. ~r' NOTICE IS HERE B`p'GIVE N, a_xy uisuanttoSection276oEtheTowna`w: CHRISTINA VOLINSKI &Article XXV o£the Code of theTowiC NOTARY PUBLIC-STATE OF NEW YORK of Southold;a public hearing will be hsld by;fhe;Southold.Town Planning$pard; No. 01V06105050 atilieTvw -Ha1l;,ArTain,Road;'SoutfioFd,; Qualified In Suffolk County rNewtiothegiiesf15tti-d$y,f`_D~ecem>�ey My Commission Expires February 28, 2016 '2014 on"thegiiestioii of thefollowiGig_�}: y ' 4:31-pm: 1'cbposed'Stari'aaidsubcli.;.' vision foi lh_e_Ski Standard4Su6dvisiiin 'tocatbd-orf'the,combi of,lYlontauk+<8i°, Oriental AVeaubs,,k&r 2umatey.Y 8g6' e/o Peniris`tila Road;Fishers T§Ia'd;-xowp 3 of Southold,.Countyiif Snftglk,.State.of`' New York.Si7rWs1DW_,,10`10.8;1�` 4:32 p.m; P;bPdsed Sife Plau;for"170' ,Moore's°I aue Realtiy Ctirp;lorated'a' 1.70 Mooce's,Larie„t�30'_rihvIo`.lvfoctr$'s Lane&IVYSRuute GFeeripo_`ct tbwn` of Southold;County of Suffolk;State of. NewYokk;:SGTM#1000-45-T3 ,'4;33 Q:uiP�roposed Ameiid'ed:,Site `:P1anforS.HandsFaiSn;aoca�ecfiat.4735 Cox"-Larie''i550' $(do Coag'Lace & CR'48;Gutchogue,Town of'Sotitliold' .County,,of,Suflolk,Sfate.oP°T*Iew=Yotk$; Dated:;`]1/1811,4'' : ',+- `� >:•^`'�';:-�;�'r'y BY ORDER:flFtfffi- SO6MT QLD "r �`_TQWI�i1'L113NiNGBOARD: Donald t.YVilcensk F; 'Chairrtian, MAILING ADDRESS: PLANNING BOARD MEMBERS _.`w`�� soP.O.Box 1179 DONALD J.WILCENSKI �o�� '7010 Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERSTown Hall Annex PIERCE RAFFERTY G • 54375 State Route 25 JAMES H.RICH III '`pl (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR ��'®UertV � Southold, NY �V Telephone: 631 765-1938 www.s outh of dt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law &Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 15th day of December, 2014 on the question of the following: 4:31 p.m. Proposed Standard Subdivision for the Ski Standard Subdivision, located on the corner of Montauk & Oriental Avenues, approximately 1,800' e/o Peninsula Road, Fishers Island, Town of Southold, County of Suffolk, State of New York. SCTM#s1000-10-10-8.1 4:32 p.m. Proposed Site Plan for 170 Moore's Lane Realty Corp., located at 170 Moore's Lane, ±130' n/w/o Moore's Lane & NYS Route 25, Greenport, Town of Southold, County of Suffolk, State of New York. SCTM#1000-45-7-3 4:33 p.m. Proposed Amended Site Plan for 8 Hands Farm, located at 4735 Cox Lane, ±550' s/e/o Cox Lane & CR 48, Cutchogue, Town of Southold, County of Suffolk, State of New York. SCTM#1000-96-2-10.1 Dated: 11/18/14 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman PLEASE PRINT ONCE ON THURSDAY, DECEMBER 4, 2014 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPYSENT TO: The Suffolk Times Kalin, Carol From: Cerria Torres <ctorres@timesreview.com> Sent: Tuesday, November 18, 2014 10:58 AM To: Kalin, Carol Subject: Re: Revised Legal Ad for 12/4 Suffolk Times Importance: High Thank you,Carol. I have replaced this notice and have it scheduled to run in the 12/4 edition of The Suffolk Times. rMES KV� MEM GROUP Cerria Torres Display Ad Coordinator 631.354.8011 (D) ctorres .timesreview.com legals -timesreview.com www.timesreview.com From:<Kalin>,Carol<Carol.Kalin@town.southold.nv.us> Date:Tuesday, November 18,201410:59 AM To:Times Review<legals@timesreview.com> Subject: Revised Legal Ad for 12/4 Suffolk Times Here it is—my finger was too fast before. Carol Kalin Secretarial Assistant Southold Town Planning Board Town Hall Annex at Capital One Bank 54375 NYS Route 25, P.O. Box 1179 c Southold, New York 11971 631/765-1938 phone 631/765-6640 fax ' i MAILING ADDRESS: PLANNING BOARD MEMBERS �,QF so�Ty P.O.Box 1179 DONALD J.WILCENSKI �QV' Old Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS cia Town Hall Annex PIERCE RAFFERTY �QQ 54375 State Route 25 JAMES H.RICH (cor.Main MARTIN H.SIDOR CO��ny ��" Southold,NY Ave.) Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law &Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 15th day of December, 2014 on the question of the following: 4:31 p.m. Proposed Standard Subdivision for the Ski Standard Subdivision, located on the corner of Montauk & Oriental Avenues, approximately 1,800' e/o Peninsula Road, Fishers Island, Town of Southold, County of Suffolk, State of New York. SCTM#s1000-10-10-8.1 4:32 p.m. Proposed Site Plan for 170 Moore's Lane Realty Corp., located at 170 Moore's Lane, ±130' n/w/o Moore's Lane & NYS Route 25, Greenport, Town of Southold, County of Suffolk, State of New York. SCTM#1000-45-7-3 4:33 p.m. Proposed Amended Site Plan for 8 Hands Farm, located at 4735 Cox Lane, ±550' s/e/o Cox Lane & CR 48, Cutchogue, Town of Southold, County of Suffolk, State of New York. SCTM#1000-96-2-10.1 Dated: 11/18/14 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) CAROL KALIN, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 18th day of November, 2014 she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, Southold Town Hall, 53095 Main Road, Southold, New York 12/15/14 Public Meeting: 4:31 p.m. Public Hearing for the proposed Ski Standard Subdivision, SCTM#1000- 10-10-8.1 4:32 p.m. Public Hearing for the proposed Site Plan for the Moore's Lane Realty Corp., SCTM#1000-45-7-3 4:33 p.m. Public Hearing for the proposed Amended Site Plan for 8 Hands Farm, SCTM#1000-96-2-10.1 L0 kLv\J Carol Kalin Secretary, Southold Town Planning Board Sworn to before me this Ifay of � �Uv, 2014. Notarylic MELANIE DOROSKI NOTARY PUBLIC,State of New York No.01 D04634870 Qualified in Suffolk County Commission Expires September 30, 0SMAILING MAILING ADDRESS: PLANNING BOARD MEMBERS �QF SUUTP.O. Box 1179 DONALD J.WILCENSKI ��� Ol0 Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex PIERCE RAFFERTY G 54375 State Route 25 JAMES H.RICH III �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR y��UNTY,� Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 18, 2014 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Set Hearing - Proposed Amended Site Plan for 8 Hands Farm Located at 4735 Cox Lane, ±550' s/e/o Cox Ln & CR 48, Cutchogue SCTM#1000-96-2-10.1 Zoning District: A-C Dear Mr. Kelly: A public hearing date has been set for Monday, December 15, 2014 at 4:33 p.m. regarding the Site-Plan entitled "Overall Site Plan for: Geppel Farm", dated October 20, 2014 prepared by Jeffrey T. Butler, P.E. 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 Posting along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday, December 12th. The sign and the post need to be returned to the Planning Board Office after the public hearing. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Donald J. Wilcenski Chairman Encls. 0 S Southold Town Planning Board Notice to Adiacent 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#1 000-96-2-10.1; 3. That the property which is the subject of this application is located in the A-C Zoning District; 4. That the application is for the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT). The property is located at 4735 Cox Lane, ±550' s/o CR 48 and Cox Lane, 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 FI., Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet: 1. Go to the Town of Southold website www.southoldtownny.aov; 2. Click on Weblink located on bottom left of 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: Carol.Kalin(a-town.southold.ny.us; 6. That a public hearing will be held on the matter by the Planning Board on Monday, December 15, 2014 at 4:33 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: LIV2MAX, LLC/8 Hands Farm Date: 11/18/14 SEE SEC.NO 073 02-09.04 W W p1 MATCH LINE \\ MATCH LINE MATCH LINE $ N IN _--_— -----s-----_— _____ a N321 B82 09.24-Od w PoR PCL NO \� FOR PCL NO. 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Q� A4 OF OUR LADY OF OSTRABRAMA / h° H314282 N314282 SEE SEC NO -- ---- ---- ----- --- �t '- 102-01-0x21 �2 MATCH N UNE \ MATCH UNE MATCH UNE MATCH —7 UNE SEE SEC.NO 102 y S L ��� � �ro ,,, eeaum ,U,,, NOTICE COUNTY OF SUFFOLK © K m' 'TDwn0F SOUTHOLD SECTION NO APEwnaNlteTaaHrvs0wlacrs �D>n77�y8¢ E E (21) w, O �� � --F-- "A�"°mh1g1}q --P1-- saHOn sEvo+ MAINTENANOE,ALTERATION.SOLEOR s� Real Property TaxServiceAgency Y "— Q VILLAGE OF 96 G e„den y >yeiet� --w-- HeblH9mnLLs--.�T-- 1 D�sTRIBUNON OF/MIY PORToH OF T1� �. County Center Rlvsrh ad.NY 11901 E �,� v, —_ ——�—_ —— —— � _ suFFouceourmrT�x unP Is weon.eiT a Meutl8 P1 cF,ET.- � a- TwoO'+fiz4+rn-. - _ vwor�•asrw+.wat Notice to Adjacent Property Owners 8 Hands Farm (Amended) 4735 Cox Lane Cutchogue, NY SCTM#1000-96.-2-10.1 & 10.2 1. 96.-2-4.1 2. 96.-2-7 3. 96.-2-9 4. 96.-2-11 5. 96.-3-4.3 6. 84.-4-1 7. 84.-4-6.4 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: Thomas Geppel & Carol Festa, Harborview Farms, LLC Address: P.O. Box 792, Mattituck, NY 11952 Land Owner(if other than applicant): LIV2MAX, LLC Land Owner Address: P.O. Box 792, Mattituck, NY 11952 Description of Proposed Project: This Amended Site Plan is for the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District. Property Location (road and tax map #): 4735 Cox Lane, ±550' s/o CR 48 and Cox Lane, Cutchogue; SCTM#1000-96-2-10.1 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: 1. 1000-84-4-1, Cutchogue Fire District, 260 New Suffolk Rd., Cutchogue, NY 11935 2. 1000-84-4-6.4, 6.5, 6.6, 6.7, Steven Dubner, 140 Half Hollow Rd., Dix Hills, NY 11746 3. 1000-96-2-11, Early Rising Farm, LLC, P.O. Box 12, Cutchogue, NY 11935 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant/Agent Signature Date Rewslons 0929-99 F m g FOR PCL NO 05-07-01 n � BEE SEC NO � 05.16-01 9; ` 08404-0121 SEE SEC NO 084 a 1 07.10.01 N318082 MATCH LINE MATCH ____SEE SEC N0 084 UNE f~ MATCH — LINE �____________ w — •0 10-09-01 N 318 082 02 28 02 y`T FOR PCL NOFOR PCL NO 04-26-02 ?p7 SEE SEC NO a SEE SEC NO OB-22.02 084-04-001 R ' 0604-03 w _ COh/C7?q 7 084.04.006 4 w 0606-03 wI FOR PCL NO I w t 09-2604 175 J7 7g7 4Q'•a '$ e�dTR!/ ,� ' y4 SEE SEC NO I I\(I 09-29-04 I I 601A(C) 097-0t-0112 I v 02 10-05 I TOWN OF m ` 04.28.05 o I SOUTHOLD 3 �� 778 'O 1° s'Pg6 y 01.27.06 J A 0217-06 10 011i s°-0ytC O<04 B 05-24-07 Uz ,r 1 Iyrsi X17 III 10.09.08 w un 01-10-13 w e i % N I ON/03q(q 77 _ I I lbs _ 4 BAPTIST 0 .9 <j ,y CHURCH °c2 O 'O O 60$N I � 74 D' '2G•y<O Jqc o<O /00G 74 3 I OE.y<,<cy°s 0 � I IU- n, 7p e,r 6•` °SyFRo Ts x I TLgq r 0, ryi <4- I 4 I T�7hi((R `9 b4 7� 14 -gn'0<0 / M O O f 'b a _^B 3 W ylsl �a 35 DA O 7pq ?9 w a I qO 0Ri 15 110FOR PCL NO. OQP� OO,y 32A Q �TowNOFsouTHM A 4p ay a EE EC NO 111 16 097-01-001 a, �FR (iiECIURGE - Off' 11A O�c 0 BASN1 '�' r `O 1 L, A TSp, T •i � T I 1.7 18 14 / 3 A ,a 70 4 SO rm 3' 19 a t� PI b t n0 'fi 11 ,' ~ 10A 12 11A 4v 13v 3 7A �QQ 5 �, nt 22 3A 1 of N Z 7 RI (COUNTYOF SVFfOLX y DEVELOPMEMR1GN75) d I�J pFp 4 - FOR PCL NO t�1 Op ,fig' SEE SEC NOPCL NO .ry 1S �' 7 9A OB7-05-0021 F SEE EC NO .1 COG�O, 13 C7 095-04-011 231A 2.1 1 7 19A (TOWMOFSOUTHOLD EO rIl qy O,Pq° 3� �T VELOPMENTRGHTSI N OEVELOPMEMRIGNTSI De FOR PCL NO v�..F"`C,1, Qb p,1 1 SEE SEC 3 ' A. ~ 7 7 1 q FOR PCL NO. 2pq °J SEP SEC NO -rIV 097-05-M � g I 7 _ 121 7 34 7A(C) 7'p y SACRED HEARTOEMETERY 1 14 49jCJ �+ o p 1T7t, r" 90A (TOIVNOFSOUTHOID 42 4r 7, 77 N rh DEVELOPMEMRIGHT51 4y'�s q4' A S � p 0 7? s FOR PCL NO FOR PCL NO o FOR PCL NO 1 122 a SEE SEC NO SEE SEC NO 14 , + a°• FOR PCL NO a3 �` c` _ T1 AT DC CHURCH 102-02.002 7 502-02-0233O 02-02-023 7O 097.05.012 y OF OUR LNDY OF OSTRABRAMA ———— N 314,282SEE `� a ;r 4 ___ __ _ ''a _8_ N 314.282 —_--- ` —_-- ___— -- UNE � 102.OtE-Oo2� �2 MATCH � UNE \�/ MATCH —� UNE MATCH UNE MATCH 7 SEE EC NO 102 ti L L ------ sdmo'mnW --sol-- .vem0eww --H-- Iuess waver otllemse-AumoPmnEs K m4 TOVYN OF SOUTHOLD SECTION NO E ,,,,,,e�,,,a,P,,,,s EbatirmllK4&41.W 21 F�D°ML --F— MUMBeVkltNe --R-- MENIRONB1Erwlawxow511110i5 NOTICE arair.,, COUNTY OF SUFFOLK C E G —�— ( l I�rh O somCl. 9 SLYRR �Il'941t MAINTERANCE.ALTERAMON.SALE OR Real Property Tax SerVice Agency Y S.m.n.enmlW ------ 0.4O.wm v YIM..D.4te L.o --W-- HNvo1Ca.MW—_NST-- .we 29 Nrw T DISTRIBUTIONOFANYPORRONOFTHE ✓ 0e8 008 097 NLLAGE OF Neuwm.sta. "`• Snb4oiwmYu. o rae,Ia. -- 4NOe'4oto --L-- .�wmQOmv4^--e-- Uj 6UFFOLKCAUMYT/V(NAP IB PROHIBITED '` ' t" COUBIN CIDIIYCARLE INTEETtl•NY11901 M 96 Z1'�^ t21A(e)ar 121q W+s'RWR.T— WTHOUT WRRIEN PERwSSION OFTME 100 100 e00 A w �� -- -- -- -- _ REwL PrtOPGwiY Tw.c¢EfMCEgGENCY P DISTRICT NO 1000 PROPERTY MAP t•.•••,5,,3td',•-.'lid '314- 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., 12/12/14 Re: Proposed Amended Site Plan for 8 Hands Farm SCTM#s: 1000-96-2-10.1 Date of Public Hearing: Monday, December 15, 2014, 4:33 p.m. Town of Southold PC/Codebook for Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-2003] Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon.Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date,place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated,proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town,which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant,petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail,return receipt requested,posted at least seven days prior to the date of the initial public hbaring on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property,nature of relief or approval involved, and date,time and place of hearing. The applicant,petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 LIV2MAX, LLC 8 HANDS FARM AMENDED SITE P 1000 =96 =2 = 1 0 m 1 Proposal for the proposed construction of a 24 x 42 (1 ,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DIRT) in the AC Zoning District. MONDAY - DEC . 153 2014 - 4 : 33 P . M . DECE VE OCT 3.02014 n Planning Board To: Southold Town Planning Board 10-30-14 Fr: Bill Kelly Re: 8 Hands Farm Attached please find site plan application to construct: 24'X 42' Building for Cheese making New Kitchen with 2) Handicap Bathrooms, in existing building/farm stand New sanitary system for above 2 items New well Items Attached Check for$250 (Amended Site Plan) Authorized Agent letter Site plan application Four copies of floor plan for new building Four copies of floor plan for kitchen in existing building Nine copies of site plan New construction is on development rights intact property Respectfully /William Kelly Authorized Agent I 29'-3" fi�np__ I HOCT 3,0.2014 Southold Town d- Planning Board c0 N PROPOSED KITCHEN EXISTING-FARM5TAND p� I MENS ® d- CORRIDOR � III � POS COUNTER MENS � EXISTING-STORAGE EXISTING STORAGE cf1 It N FLAN- FROF05MED =5ATH;ROO' l LA''OUT SCALE I/8' I'-a" i r j OFFICE DESIGN AND EXPLANATORY NOTES _CUTCHOGUE NY ^ I�JIT [�n JOB NO '{Ivu, ��LFL7'. L l„IVJ�1� 12A-040646 1 1 EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTCRIOR FACE OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS VERIFY ALL DOOR.WINDOW SKYLIGHT AND SIDELIGHT LOCATIONS WITH TIIC I Ili i ®C01 DOWNER ld Townng Board VENT-A-RIDGE O = x S'OG GUTTERS O x HI-RIB STEEL SIDING a TH21 CORNER TRIM z T11167 BASE TRIM W/T#198 1 1 I II Lu _____------------------------------------------ _____ J 24'•6" LL a CLIt L'1^J w V pO SOUTH ELEVATION 5 O = U � w z � o 12 4 12 TV 16 GABLE TRIM ! l f y HI-RIB STEEL SIDING � O T021 CORNER TRIM Z O T11167 TRANSITION TRIM HI-RIB STEEL WAINSCOT �� O TH 167 BASE TRIM WITH 198 = p � -- LLI J N _I Z N EAST ELEVATION WEST ELEVATION ORAWNBY RANDYP DATE 7/17/2014 CHECKED BY V DEVERA DATE 07/28/14 REVLSED DATE -- REVISED DATE -- REVISED DATE -- REVISED DATF I- --- ----_ `____________________________—______________________ 28•l4 L I 254' 17'-0" b b SCALE-AS NOTED N N z a• SCALE SNfETNO NORTH ELEVATION V 4 6' S3 of S6 OFFICE CUTCIIOGIIE•NY JOB NO 0 o Y 1-0•VENTED SIDLWALL OVERHANGS 5'-101/2'Y' 7'-6" - 7'-6" T-6" T-6" `O5'-101/2 10'-11/2' U1 0 NON-VENTED ENDWALI OVERHANGS q S4 I I L1 23'-9.. — + --I — + _—�- -+ — - - - -- - 23'-9" O = C - S5 I 15'-101/2^ -—T- —- 15'-101/T `J Ox II E m z B S6 54 - 7-101/7' - 165 7'-107/2 1 1 1 H I REMOVE EXISTING COLUMN \ LLJ AND FRAME IN NEW WALK DOOR z m I D ADE STUB COLUMN o 55 J LLI ALLU, IL W 5'-101/2 7.6" T-6" T-6" T-6" 5-101/2' _ b o Y o 1= c cT Cu COLUMN PLAN r– ° Z o U � 171-1 COLUMN PLAN LEGEND ¢ ° - Z o a - 3-2x6 LAMINATED COLUMN LOCATION a - 3.2x6 LAMINATED STUB COLUMN LOCATION o - EXISTING COLUMN LOCATION V7 O [) (21 6068 9-LRE TEMPERED GLASS IN LEAF WITH EMBOSSED CROSSBUCK I I I s FIBFRSTEEL WALKDOORS OUT SWING WITH LOCKSET CD 9 m- 4429 MB SL IDING WINDOW d 0- 4429 SLIDING WINDOW FROM FXISTING BUILDING LLJ - - 30X30 ATTIC ACCESS PANEL(VERIFY LOCATION) _ SNOW RE MINERS —1 ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS J PERIMETER SEAL PACKAGE(COMPLETE BUILDING) i Q 16-S- 16-DIAMETER FOOTING WITH 12)5011 BAGS OF SACKRETE IN BOTTOM OF HOLE FOR PAD PLACE(11)50#BAG OF SACKRETE AROUND COLUMNS WHEN SETTING DRAWN BY RANDYP DATE 7/17/2014 CFIECKEDBY V DEVERA DATE 07/28/14 REVISED DATE — REVISEDDAIE— ROUGH OPENING SCHEDULE REVISED DATE'— UNITSYMBOL WlDili HOGHT REVISED DAll r— FROM I FGEND 743/4 _Bl" OF NEWYaa"" nl 52 I/4'_— 33 4/8" ,LP�• L yG D-1-`Y E `t- 2' 8' SCALE V 4 16' SCALE AS NOTED SIIEEFNO 5lOFS6 Soul'rtuld Planning Department St; j 1,'Report Site Plan Application Work Session Date April 4, 2016 Prepared By: Brian Cummings I. Application Information Project Title: 8 Hands Farm (amended) Applicant: Harbor View Farms, LLC (dba 8 Hands Farm) Date of Submission: October 30, 2014 Tax Map Number: 96.-2-10.1 Project Location: 4735 Cox Lane Hamlet: Cutchogue Zoning District: A-C II. Description of Project Type of Site Plan: Agricultural Acreage of Project Site: 27.7acres total (2acre reserve parcel; 25.7acres Development Rights sold to Town Building Size 24'x 42' (1008sf) III: Analysis Public hearing: held/closed December 15, 2014 (no comment/concern raised) 1. The 25.7 acre parcel has had its development rights sold to Southold Town a. All construction proposed within this amended application is proposed to be located on the 2 acre reserve parcel 2. Existing: a. 2-story frame house b. 60'x 70' (4200s.f.) Frame barn c. 60'x 120' metal Ag building d. Garage e. Livestock production, general farming and farm stand 3. Proposed: a. 24'x 42' (1008s.f.) metal cheese making building connected to the existing Ag building by a 10'x 12' breezeway i. One (1) 8'x 5' deep storm water leaching pool b. Conversion of existing space within the 4200s.f. farm stand/barn to include a kitchen and bathrooms 1 c. Sanitary and kitchen waste system: i. 1500gal grease trap ii. 1200gal septic tank iii. 8' x 12' deep leaching pool d. Private well* -- only change to this revised site plan is the connection to public water supply (as required by SCDHS) and minor sanitary system alterations to accommodate for hook-up; e. 10'x 10' dumpster pad/enclosure f. Exterior lighting: i. Photometric plan provided on page 4 of the site plan 1. Two (2) Quartz Duel Bullett Kit model #QB2B @ 8' high 2. Footcandles are s4.5fc and O.Ofc at all property lines g. Parking: 11 stalls required; 14 stalls proposed (existing ADA to be relocated in front of farm stand) h. Suffolk County Department of Health Services (SCDHS) i. C10-15-0002 approved March 29, 2016 for Market/Residence/Cheese Processing/Barn/Garage @ 913.28 gpd V; Staff,Recommendations 1. All site plan requirements listed in §280-133 of the Town Code have been met and it is recommended that the above referenced site plan application be scheduled for determination by the Planning Board at tonight's public meeting. 2 Souinold Planning Department Stan Report Site Plan Application Work Session — Referral Review Date January 12, 2015 Prepared By: Brian Cummings I. Application Information Project Title: 8 Hands Farm (amended) Applicant: Harbor View Farms, LLC (dba 8 Hands Farm) Date of Submission: October 30, 2014 Tax Map Number: 96.-2-10.1 Project Location: 4735 Cox Lane Hamlet: Cutchogue Zoning District: A-C II. Description of Project Type of Site Plan: Agricultural Acreage of Project Site: 27.7acres total (2acre reserve parcel; 25.7acres Development Rights sold to Town Building Size 24'x 42' (1008sf) III: Analysis Public hearing: held/closed December 15, 2014 (no comment/concern raised) 1. The 25.7 acre parcel has had its development rights sold to Southold Town a. All construction proposed within this amended application is proposed to be located on the 2 acre reserve parcel 2. Existing: a. 2-story frame house b. 60'x 70' (4200s.f.) Frame barn c. 60'x 120' metal Ag building d. Garage e. Livestock production, general farming and farm stand 3. Proposed: a. 24'x42' (1008s.f.) metal cheese making building connected to the existing Ag building by a 10'x 12' breezeway i. One (1) 8'x 5' deep storm water leaching pool b. Conversion of existing space within the 4200s.f. farm stand/barn to include a kitchen and bathrooms (SCDHS approval required) c. Sanitary and kitchen waste system: i. 1500gal grease trap ii. 1200gal septic tank iii. 8' x 12' deep leaching pool d. 10'x 10' dumpster pad/enclosure 1 e. Private well f. Exterior lighting: i. Photometric plan provided on page 4 of the site plan 1. Two (2) Quartz Duel Bullett Kit model #QB2B @ 8' high 2. Footcandles are <_4.5fc and O.Ofc at all property lines 4. Bulk Schedule/Code Requirements (A-C zone) a. Lot Coverage i. Maximum: 20% ii. Proposed: 1% b. Parking: i. Storage Areas = 1 per 1,OOOs.f. of floor area 1. 1643sf - 1,000 = 1.6 or 2 parking stalls required ii. Cheese making facility (not public space) = 3 employees iii. Roadside Farm stand: minimum of 4 spaces per stand iv. Dwelling: 2 spaces per dwelling v. 11 stalls required; 14 stalls proposed (existing ADA to be relocated in front of farm stand) c. Setbacks for the propos d cheese making barn Required Provided Front yard 60' 148' Side (N) 20' 415' Side(S) 20' (45 comb) 346' Rear yard 75' 941' Referrals A. Fire Marshall a. No comments or concerns regarding the proposed site plan B. LWRP a. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Policy (LWRP) Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department and the records available to me, the proposed action is CONSISTENT with the LWRP: C. Cutchogue Fire District The Commissioners have reviewed the proposed site plan and determined that there are no changes, additions, or reservations about this proposed site. Fire department access is satisfactory. 2 D. Town Engineer a. Drainage calculations have been provided that meet the minimum requirements of Chapter 236 for Stormwater Management. The proposed drainage design is also considered to be satisfactory. The installation of all new drainage structures will require inspections by the Town Engineering Department for compliance and/or the certification by a licensed design professional. b. The remaining site modifications and alteration items specified by this amended site plan appear to meet the minimum requirements of the Town Code. E. Architectural Review Committee (ARC) The Committee reviewed the proposed project on November 20, 2014 and approves the application as submitted. V: Staff Recommendations 1. Require the applicant to obtain approval from the SCDHS for the proposed facilities. 2. Once approval from the SCDHS has been obtained, all site plan requirements listed in §280-133 of the Town Code have been met and it is recommended that the above referenced site plan application be scheduled for determination by the Planning Board at their next available public meeting. 3 South__ d Planning Department Sta.. -.1eport Site Plan Application Work Session — Completeness Date November 17, 2014 Prepared By: Brian Cummings I. Application Information Project Title: 8 Hands Farm (amended) Applicant: Harbor View Farms, LLC (dba 8 Hands Farm) Date of Submission: October 30, 2014 Tax Map Number: 96.-2-10.1 Project Location: 4735 Cox Lane Hamlet: Cutchogue Zoning District: A-C II. Description of Project Type of Site Plan: Agricultural Acreage of Project Site: 27.7acres total (2acre reserve parcel; 25.7acres Development Rights sold to Town Building Size 24'x 42' (1008sf) III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis 1. The 25.7 acre parcel has had its development rights sold to Southold Town a. All construction proposed within this amended application is proposed to be located on the 2 acre reserve parcel 2. Existing: a. 2-story frame house b. 60'x 70' (4200s.f.) Frame barn c. 60'x 120' metal Ag building d. Garage e. Livestock production, general farming and farm stand 3. Proposed: a. 24'x 42' (1008s.f.) metal cheese making building connected to the existing Ag building by a 10'x 12' breezeway i. One (1) 8'x 5' deep storm water leaching pool b. Conversion of existing space within the 4200s.f. farm stand/barn to include a kitchen and bathrooms (SCDHS approval required) c. Sanitary and kitchen waste system: i. 1500gal grease trap ii. 1200gal septic tank 1 iii. 8' x 12' deep leaching pool d. 10'x 10' dumpster pad/enclosure e. Private well f. Exterior lighting: i. Photometric plan provided on page 4 of the site plan 1. Two (2) Quartz Duel Bullett Kit model #QB2B @ 8' high 2. Footcandles are <_4.5fc and O.Ofc at all property lines 4. Bulk Schedule/Code Requirements (A-C zone) a. Lot Coverage i. Maximum: 20% ii. Proposed: 1% b. Parking: i. Storage Areas = 1 per 1,000s.f. of floor area 1. 1643sf = 1,000 = 1.6 or 2 parking stalls required ii. Cheese making facility (not public space) = 3 employees iii. Roadside Farm stand: minimum of 4 spaces per stand iv. Dwelling: 2 spaces per dwelling v. 11 stalls required; 14 stalls proposed (existing ADA to be relocated in front of farm stand) c. Setbacks for the proposed cheese making barn Required Provided Front yard 60' 148' Side (N) 20' 415' Side(S) 20' (45 comb) 346' Rear yard 75' 941' V: Staff Recommendations 1. Because this use is agricultural and the code allows for site plan elements to be waived if they are not necessary for protecting health safety and welfare, it is recommended the Board waive the items shown on the checklist as missing. 2. Recommend that the Board find this a Type II action (agriculture) under SEQRA with no further SEQRA review required. 3. It is recommended the application be accepted as complete to begin full review of this proposed site plan and to set the public hearing for December 15, 2014. 2 Soutl—d Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: 8 Hands Farm (amended) Completed by: Brian Cummings Date: November 17, 2014 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. 4 (2) The site plan review fee, as specified in Subsection B below. Editor's Note: See now § 280-138, Fee schedule for 4 site plan applications. _ (3) A completed environmental assessment form. 4 (4) _Nine copies of the_site plan. _ _ 4 (5) Four copies of a property survey, certified by a licensed land surveyor. �l 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. 4 -- - ---- - -- - - ------ - - ----- (b) The name and address of the landowner on record: �l _ [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street. (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest X See aerials tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas �l dedicated to public use within or adjoining the property. (i) A complete outline of other existing easements, deed 1 Checklist for Site Plan Application Completeness Soutl'-r-A Planning Department restrictions or covenants applying to the property. (j) Existing zoning, including zone lines and dimensions. (k) Site plans drawn at the scale of one inch equals 20 feet. ; If all required information cannot be shown clearly on one plan, the information should be separated as follows: [1] Alignment and schedule plan. [2] Grading and draina--nage. - --- --- - -- - ------ ------ - - - - ------- [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 N/A 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 �I site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. �l (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and �1 aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the subject property.- 2 Checklist for Site Plan Application Completeness SoutV.-...A Planning Department (4) Proposed construction: Received ; Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property �1 ! 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 �l and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address �I systems. (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. N/A (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, �l Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity N/A 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. �1 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 D LCC � D �J � SOUTHOLD PLANNING BOARD OCT 3 02014 SITE PLAN APPLICATION FORM Southold.Town---r _ Planning Board , Site Plan Name and Location Site Plan Name. � h J Application Date:,lb/ / Suffolk County Tax Map 41000- Z_ Other SCTM#s �{'�,`Z JO. Z Street Address: (fo)( -d ill Hamlet: q Distance to nearest intersection: �Dj 071_ 46 Type of Site Plan: New Amended Residential Zoning District Owners/Agent Contact Information Please list name, mailing address, and hone number or the people below: Property Owner MAX Street E6. 6. ( City )�&A ( JZ71LX�V_ State kM Zip jAi5-Z Home Telephone � - y r Z Other q f l 13--7ZO- Applicant_OA 12�. � �F-� °�l�r� LA-� 81aa.8 W/ Street 415D' AWEA)? Y" City ""�LJ L) V__ State �J.W zip-1 107 115-z- Home Telephone ' 7 _ 15 Other all Applicant's Agent or Representative: Contact Person(s)* t'-L-4— k*4" Street ,-.— Street City��� �,)` State / Zip-& Office Telephone Other '4j 1, *Unless otherwise requested, correspondence will be sent only to thecontact person noted here. Site Plan Application Form 2/18/2010 Site Data Proposed construction type: _ _New Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: 2.7,"55ac./sq. ft. Site Plan build-out acreage or square footage: i �_i ac./sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes No 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 Department Notice of Disapproval Date: 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: - "Z List all proposed property uses: ��G - Other accessory uses: j k A-. Existing lot coverage: % Proposed lot coverage:_% Gross floor area of existing structure(s): - q. ft. Gross floor area of proposed structure(s): Parking Space Data: #of existing spaces:-3-1 #of proposed spaces: _a Loading Berth: Yes No Landscaping Details: Existing landscape coverage: % Proposed landscape coverage:% Wetlands: Is this property within 500' of a wetland area? Yes NoX, Maybe I, the undersigned, certify that all the above information is true. Signature of Preparer: Date ��� 1<( 2 Site PlanApplicatron Form 2/18/2010 To: Southold Town Planning Dept. Fr: LIV2MAX, LLC C E V E P. O. Box 792 Mattituck,NY 11952 OCT 3.0 2 014 Southold Town Re: Authorization Letter Planning Board I Carol Festa,member of LIV2MAX,LLC, owner of property SCTM#1000-96-2-10.1, in the Hamlet of Cutchogue,in the Town of Southold,hereby Authorize William Kelly to act as my agent handling all necessary work involved with the Southold Town Planning Dept.,in order to acquire permission to construct a 24' X 42' building to be used as a cheese making room, and t dd a kitchen to a existing structure being used as a farm stand. Signature of owner Sworn before me thisl- day of in the year Notary DANIELLE GRATHWOHL U� Notary Public, State of New York No.01 GR6208717 Qualified in Suffollciountyy Commission Expires ,20�� r- APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Ca V-C) I pe-4�-- being duly sworn, deposes and says that he resides at 0 140 V boy- U QrLu Ae A k- ' in the State of New York, and that he is the owner offthe 1 !above property, or at he is the W-eyA.Jr`7 W- ofthe 4o(6-y- V 1c w -Fy✓K s LLC' (Title) (Specify whether Partnership or Corp.) which is hereby making application;that there are not existing structures or improvements on the land which are not shown on the Site Plan;that the title to the entire parcel, including all rights- of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved,will not be alter or changed in - any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed axi'� Owner Signed (Partner or Corporate Officer and Title) r Sworn to me this ` day of � 2�1 DANIELLE GRATHWOHL Notary Public,S087late of New York No.01 GR6217 Qualified in Suffolk ounty Commission Expires V,20 ot"Public FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 27, 2014 TO: LIV2MAX LLC 4735 Cox Lane Cutchogue, NY 11935 Please take notice that your application dated August 5, 2014 For permit to construct an agricultural building at Location of property 4735 Cox Lane, Cutchogue County Tax Map No. 1000 - Section 96 Block 2 Lot 10.1 Is returned herewith and disapproved on the following grounds: The ro co ruct' e ufr site Wana roval from the Southold Town Planning Board. o ' ed Signat r CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health. SOUTHOLD,NY 11971 4 4 sets of Building Plans TEL: (631) 765-1802 'Planning Board approval FAX: (631) 765-9502 Survey . SoutholdTown.NorthFork.net PERMIT NO. Check ;Septic Form N.Y.S.D.E.C: Trustees C.O.Application Flood Permit Examined ,20 Single&Separate i-Storm-Water Assessment Form . � �c �, ® oW [E t ' Approved 120 Mail to: Disapproved a/c ry AUS� _r5 2014 1 a' Phone: Expiration ,20 BLDG.DEPT TOWN OF SOUTNOLD .' Building Inspector • APPLICATION FOR BUILDING,PERMIT Date (S-4 . R, 2014 INSTRUCTIONS a. This'application MUST be com- letely_fille4 in by typewriter or in ink and submitted'to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of'lovand of buildings on.}premises,relationship to-adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Pennit.to'the applicant. Such a permit shall be kept•on:the premises available for inspection throughout the work. , e.No building shall be occupied'or used in`%l]ole or in part for-any purpose what so ever.-until the Building Inspector issues a Certifigate of.Occupancy. = £'Every building permit shall,:expire•ifthe:work'authorized'has notcommencedVvithin 12 months after the date of issuance:or has not,been completed within„18;inoinths4from such date:If no zoning amendments;or;other regulations affecting the property-hayeybeen enacted in the interim,.the Building Inspector.may authorize,iri-wrifirig,the;extenslon of the permit for an m addition six onihs."'Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE,to,,the Building Department.for,the issuance of a Building Permit'pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York, and,othex'applicableLaws', Ordinances or Regulations,for the construction of buildings,}a�d, ditions,or alterations'or for iemoval'or demolition as herein described.The applicant agrees to comply with all applicable taws, o'rdinance's,"building dole,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ° (Signdi e f a pl' ant or name,if a corporation) 1680 > (Mailing addressof li•canQ. 15- t State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the•tax roll or latest deed)§ If applicant.is a corporation, si - my authorized officer 9 and title of corporate officer) Builders License No. Wf Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of,land on w,ich pro osed work will be done: House Number I \ Street. Hamlet - - County Tax Map No".A-000 Section '•Block oz_ 'Lot Cd Subdivision Filed Map No. Lot -Z 2. State existing use and'occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy C 0 -7 b. Intended use and occupancy ,� arm- ►� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cos , Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units - Number of dwelling units on each floor If garage, number of cars / 6. If business, commercial or mixed occupancy, specify nrea�{,�tj(ure and extent of each type of use. U 7. Dimensions of existing structures;if any: Front 4 Rear }-'Depth 4�14 Height- ; Number of Stories Dimensions of m '; ,etaT�e`with-alterations or additions: Font Rear DepthHeight g ��```' �� �"'� ht Number Stories W'S �• � .t 7a o. 8. Dimggntn` of entire new construction:Front 4 '5l' " °Rear Depth Hei�'fi�t 1(� r =Number of Stories 9. Size of lot: Front 7 G`-l. Rear. l: Depth lf,J( 10. Date of Purchase ' tS LA, !Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES N9�4 13. Will lot be re-graded? YESX—NO Will excess fill be removed from premises?YES NO-y- 14.Names of:Owner of remisesCPA,.afpjeeL'_ Address 'eij5� PARAg "hone No. Ze10-1!5 Name of Architect Address,Cts *'—nCc- L . Phone No 75e4- Name of Contractor MOM, P FIZ45 SAM, Address,/' cG&4Lx:U Phone No. 7 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SORE UTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUID. b. Is this property within 360 feet of a tidal wetland? * YES N07 * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property.is-,at 10 feet o°r below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO *-IF YES,PROVIDE A-COPY. '. `. .; •`: . ;` :,t - - STATE OF NEW YORK) SS: COUNTY OF� al"- AA 4L4.�" being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contra or,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to befor e tlu T y ofC4,2� 20 N ary Public atur ica ROSE SCOTT,JR. Notary Pu c,State of New York Quali d in Suffolk County No.01 SC472508Fk20 t Term Exoires Mav 31. • FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 27, 2014 TO: LIV2MAX LLC D E C"E!_ly E 4735 Cox Lane Cutchogue, NY 11935 FAUG 28 f2g�144 ] Please take notice that your application dated August 5, 201490 thold To'jun Planning Board For permit to construct an agricultural building at Location of property 4735 Cox Lane, Cutchogue County Tax Map No. 1000 -Section 96 Block 2 Lot 10.1 Is returned herewith and disapproved on the following grounds: The ro ose nst re uires site lana royal from the Southold Town Plannin Bg oard• )fl ��zed gnat e CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health, SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 a �.p x ;; Survey SoutholdTown.NorthFork.net PERMIT NO. Check " v Septic Form 'N.Y.S.D.E.C. Trustees C.O.Application Flood Permit' . ' Examined ,20 Single&Separate Storm-Water Assessment Form . lel E U _� Approved ,20 Mail to: Disapproved a/c - AUG —5 2014 J Phone: Expiration ,20 BLDG DEPT TOWN Of SOUT11OLD t Building Inspector APPLICATION FOR BUILDING PERMIT Date 720 /4 INSTRUCTIONS a:This applicatioc►]1�IUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location oflot and of buildings on, 'Mises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit fo'the applicant. Such a permit shall be kept•on,the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. I A _ , - f.Every building permit shal'1,expire,if the;work authorized has not,commenced within 12 months after the date of issuance�or ha's not,bean completed within J,, Jnonths-from such date:If no zoning amendments or,;oth6r.regulations affecting the property hi ye;been enacted in,the interim,the,Building lnspector,may authorize, in-writih ,the;extensi`on of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to;the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town"of Southold;Suffolk County,New,York, and,other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable 16s, ordinances,building code,housing code,'and regulations,and to admit authorized inspectors on premises and in building for necessary inspections." (Sign t e f a pl' ant or name,if a corporation) .�. 160 1�� V gtioffic t) t —7,1 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,Q.ctrician, plumber or builder Name of owner of premises—L-1v Z X LLZ— s (As on the tax roll or latest deed) If applicant is a corporation, si my authorized officer YY and title of corporate officer) Builders License No. 1E3X. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on w 1,ich proposed work will be done: Co House Number 'Street Hamlet County Tax Map No,1000` Section '=11c 'Block �� Lot , Subdivision Filed Map No. _ Lot 2. State existing use and'occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy E_ 'kc=c y-l� " b. Intended use and occupancy CAb - k `— 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) _ 4. Estimated Cos - lob Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number-of dwelling units on each floor If garage, number of cars / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. L;i^ -, — 0 It 7. Dimensions of exi ting structures, if any: Front KrA Rear A& Depth- ��14 Height -A Number of Stories Dimensions ofm' reft�e with-alterations or' a7�Mber ' Rear Depth �. ':-< X Height orStories 8. Dimennof entire new construction: Front } tet 'Rear. - Depth Height Number of Stories � 9. t Size of lot: Front 7 Rear Depth 10" 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ,J 12. Does proposed,construction violate any zoning law, ordinance or•regulation? YES NO)� 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES.NOY 14.Names of Owner of remises T -f '� Address. '�� �A� _�l 'hone No. )Z�i�"7� Name of Architect Address Gt,i"6GE-F c1 Phone No 73,-1-4© Name of Contractor, ��t1 c Address�'i zG&FL U� Phone No. °T �t-''l�6- 15 a. Is this property within 100 feet of a tidal wetland or`a freshwatef wetland? *YES NO * IF YES,'SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of atidal wetland? *.YES' NO * IF YES, D.E.C. PERMITS MAY BE-REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is,at 10 feet of below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—X * IF YES, PROVIDE A-COPY. .` , STATE OF NEW YORK) SS: COUNTY OF_�� being duly sworn,'deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contra or,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to befor e thi y of e' 20 N ary Public atur ica RORER SCOTT,JR. Notary�Hpily. c,State of New York Quadin Suffolk County 01 SC472S080 t Term Exoires Mav 31. /�C7 �� v �t al /O E' LOOZ`OI A vvflNV'r E• � ti r f- FOR INTERNAL USE UNLYSITE -� AN USE DETERMINANT( AUG IS 2ol4 - ��Southai��"4awr Initial Determination anning Board Date Sent:—'Date: AAL /= AL r _ toi..� Project Narne: - —-- Project Address: Suffolk County Tax Map No.:1000- _ �, Zoning District: Request' �— lication and supporting documentation as to (Note: Copy of Building Permit App -proposed use or uses should be submitted.) rr� eterrriination as to whether use is permitted: V - -initial D Q Initial D termination as to whether site plan is req fired:_ Signature of Bui ding Inspector Planning Department (P-D.) Referral: 'ved: � ! I� Date of Comment:_ u— P.D. Date Recei _ Comments: �� b�. � Irev►e� Signature of Planning D ..-Staff Reviewer Final petermination Date: Decision: c;„nnturP of Riiildina InsnPctor TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST ;.,BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health, SOUTHOLD,NY 11971 4 sets of Building Plans b , TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthForkxet' PERMIT NO. ' ` Check Septic Form N.Y.S:D.E.C. Trustees C.O.Application Flood Permit` Examined ,20 Single&Separate- '-storm-Water Assessment Form D L� U C . Approved 520 Mail to: Disapproved a/c AUG —5 2014 Phone: Expiration 120 BLDG DEPT TOWN OF MUM n Building Inspector APPLICATION FOR BUILDING PERMIT Date (s �f ' , 20 INSTRUCTIONS a.This.application M1JST be cbrripletely..filled in by typewriter or in ink and submitted'to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of'lot_and of buildings onpremises,relationship to adjoining premises or public streets or areas, and waterways. � • - c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to'the applicant. Such a permit shall be kept,on the premises available for inspection throughout the work. ' e.No building shall be occupied or used in whole or iri part for any purpose what so ever,until the Building'Inspector issues a Certificate of,Occupancy. f.Every_builditig permit shall.expire,if the°:work'authorized has,not°commenced within 12 months after the date of issuance�or has npt;been completed within 18dnonths,from such date;If no zoning'amend,nents or:other,regulations affecting the property-have.,been,enacted in•the interim,the Building Inspector:may authorize,•in writing,the,extension of the permit.for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town.of Southold,Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal'or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. a (Sign e f a pl' ant or name,if a corporation) �(Ma(illiing address of a plicant) �OT4 � w. 4 j15-71 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,'plumber or builder Name of owner of premises L1V 2- MAX Ll/ (As on the tax roll or latest deed)' J ' If applicant is a corporation, si my authorized officer and title of corporate officer) Builders License No. [E3'76 Wt Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on,which proposed work will be done: House Number' �° \`� Street - Hamlet County Tax Map N6`,1000'\`Section (�, "Block Lot �d.. Subdivision Filed Map No. / Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ' b. Intended use and occupancy G Akkg;,�_ 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cos1a ` Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units .. Number-of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and'extent of each type of use. �r QUA 7. Dimensions of exi ting structures, if any:Front Rear , Depth �11, Height Number of Stories Dimensions of sst �e#are with alterations or additions: Front Rear ame Depth Height ''i Number &Stories 8. Dimensions of entire new construction: Front Rear Depth Height �(� ` Number of Stories 9. Size of lot: Front 7 G`i. Rear L ' 1. Depth rlJ� 10. Date of Purchase Name of Former Owner' tie 11. Zone or use district in which'premise's are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?-,YES NO�4 13. Will lot be re-graded?YES NO Will excess•fill be removed.from premises?YES NO 14, Names of Owner of remises 7 4•-I7F'IeL Address,' 46D 4A =hone No. 7_49�6 Name of Architect Address,G0''14,A Phone'No 7 AI-IZN60, Name of Contractor Addres's�'j s jC r'-�GU� Phone No. 7��1•-l�G� 15 a. Is this property within 100 feet of a tidal"wetland or'a ffeshwatef wetland? *YES : NO * IF YES, SOUTHOLD TOWN TRUSTEES-&D.E.C.PERMITS MAY BE REQUIRED. b. Is,this property within 300'feet of a tidal wetland? * YES NO A * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate'foundation plan and distances to property lines. 17:-If elevation at any point on property is.at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. :' ` STATE OF NEW YORK) SS: ` COUNTY OFi✓ *44—AM 44.-" being duly sworn,*deposes'and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contra or,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will,be performed in the manner set forth in the application filed therewith. Sworn to before e thi �� y of kk ' 20 N ary Public atur is ROB I .S%O77 JR. Notary Pu c,State of New'York Quali ' d in Suffolk County o.09 SC472508 ? 1 Term VQir@�fvlgv$l. Subdivision,, ,. . Filed Map No. if 2. State existing use and oecu6ancy of premises and intended use and occupancy of proposed construction:; a. Existing,use and occupancy_ , �F r� .' Rem b. Intended use and occgancy 3. Nature of work_(check whichapplicable):New Building Addition Alteration Repair Removal r Demolition Other Work (Description) 4. Estimated-Cos-#---- Fee (To be paid on fil'ingthis application) 5. If dwelling; nurhber of diW611iiig'units-. `:"Numbex_of dwelling units on each floor if garage, number of cars 6. If business, commercial or mixed occupancy,,specify nature and extent of each type of use. QUA U, � 7. Dimensions of ex* ting structirresi'if any:Front i Rear �i� Depth-�1, Height N Number of StdFies=, ,: ._ t: Dimensions of same st afe with alt�ra#iot�s,brtldi#ions:4 F orit Rear tr,f: Depth Height " Number Stories 8. Dimensions of entire new construction: Front` ��'- , ' ' ° 'Rear Depth Height �[.� :� Number of Stories I 9. Size of lot: Front 7 GK, Rear ,' `fir L"' ;Depth Q� 10. Date of Purchase t" Pa'' Z•( Name of Former,bwne'r 11. Zone or use district in which premises are situated 0 12. Does proposed construction violate any zoning la*,ordinan_ce or regulation7'YESNQ 13. Will lot be re-graded? E$ NO ' Will,dk6dss fill'.be rembved frdm'premises?`YES . NO 14. Names,'bf.Owner ofremisesTla►+El,. .Address' "'� `.HPRorie 1Vo: ZG1�'7 Name,of Architect` , ' '3' s .. Address Phone,No.' 7S Name of Contractor - nt actor Addres (,_4�r�Li phone NQ',:7 T 1'- y,6 t ' , '=•t:,,•rr -� .::! :. '.,'Lr ifs•{ •': 1, ' „ ' :r}�1J•. ,,: , 15 a. Is this•propwithin 100•,fedt ofca-tidal';wdtl'and•or'a=freshvtTater wetland?*YES• NO * IF YES; SOUTHOLD.TO.WNr,TRUSTEES &DtE:C:'PERMITS_MAYiBE REQUIRED: b. Is:•thispr6perty.witlhin�-3'OO,feet of a•tidal'wirt'land?• ,YES f !!)NO., * IF YES, D.E.C.PERMITS MAY BE-REQUIRED. <.i ' 16. Provide survey.,tb•,sca1%)Vith aecurat08.1my a#ion plan and distances to property lines. 3t 17:If elevation at any point, ntprgoperty.is:,at 1.�ifeet of below,must provide topographical data on survey. C 1 18. Are there arty cyovenants�andrestrictions Wyithrrespect to this property? * YES NO —X— * IF YES, PiONII?E Aw�AD,�' STATE OF NEW YORK) SS: _ q COUNTY OF ;�k" f i °beiiig•duly'swok'deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the(" (Contra or,Agent, Corporate Officer, etc.) ,• of said owner or owners,and is duly authorized to perform or have pe'rfor'med the§aid work and tc make}and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will,be performed in the manner set forth in the application filed therewith. Sworn to before a tlu l y of _ 2 1 20 N ary.Public-j, >' f,•;w; attire is POSER SCOTT JR. ' Notary Pu c,State of New York auali ' in Suffolk County _ _ o.01 SC_472508!6,1 ' r 5I EXIST s UTI L POLE WOIF n F 55 MINNIE BORAWA��� x56.0 \ \ LOCATION o y��O ^ EXIST icy s UTIL POLE NO SURFACE WATERS WITHIN ° st 4y RDOG t 300 FEET OF PROPERTY L 4s" INE NO SURFACE WATERS WITHIN \ s6o \� o 300 FEET OF PROPERTY LINE �zl�, �� o.�� nLINE �r FOR WORK IN THIS AREA: °�Ao Fall No WELLS WITHIN 150 FT of �. PROPOSED PARTIAL SITE PLAN, `'F PROPERTY LINE ro s _-so \ \'�- SEE DRAWING No.2 PROPOSED PARTIAL LIGHTING PLAN q Cn:ehn ne8:n:i•n s�R b. ' 5 U IL POLE SEE DRAWING No.4 ° °FAT F OA ��•/ \ `�5�sn /yes/ EXIST.O.H ELEG SERV TO REMAIN F ,:. :.......... - EXIST.FARM STAND/ ALLOW FIELD �, NIANEURIN6',:';? > STORAGE BLO6 1/WO/F :. GUTGHOGf1E FIRE DISTRICTA °. (TO BE REWORKED) I �y s zs uK � o' � ISN FR LOGATION MAP: � ?�o. �--- �'" °��O \ BUILDING •� g� ��6y �- / / o LAWN \ (To BE 6'' y T \ NOT TO SCALE RESERVED AREA REWORKED GRYL PklI '4 C AREA=80p00 s.f. , \ PROPOSED SITE PLAN: MANEUVERING:, AREA s! \ _- /°� \ _� •`�� \ 51 TIJATE AT: GUTCHOGUE EX RET.WALL \ TOWN OF SOUTHOLD TO REMAINO EX.6AR. O fie- Fol D� SUFFOLK COUNTY, NEW YORK cd l�D TO REMAIN \ "�I� \ 5GTM NO.: 1000-Q6-02-10 55 'AG' AGRICULTURAL CONSERVATION / I / EX. DECK \ �,5�\ ANT \ GURIRENT USEI FARM \ �4 ` / NREM-AIN /• /a3� \ \ x41.5 45 PROP05ED U5E: N.G. EXISTINFEMA FLOOD ZONE: A° \ G g `S6o Sys \ 403 I`4/ \ FR.BARN �O �2EX.2 STY FR. (TO REMAIN) / 6� 13� c� HOUSE REMAIN NO SURFACE WATERS WITHIN SITE DATA: U5E: EX15TINO: PROPOSED: 300 FEET OF PROPERTY LINE OVERALL SITE: FARM I,Iaa,215.5 S.F. N.G. •�'g, I / D PROPOSED CHEESE oti O ,' (±27.5302 AG) j0 pp., s.2 \ MAKING BLD6. o O / I BUILDINGS: O' NO WELLS WITHIN 150 FT OF G ,� F� 5 ryo PROPERTY LINE 5LD6 'A' FARM5TAND/ ±4,264 S.F. N.G. NO SURFACE WATERS WITHIN / . \ I BRIEEZ15440 FD Fob FALLOW b STORAGE 300 FEET OF PROPERTY LINE �� \ / F�\C."N FIELD p 4o BLDG B SHEEP BARN 17,200 S.F. N.G. �F�F� RBLDG 'D' GHEE5E MAKING N/A 1,005 S.F. � m NO WELLS WITHIN 150 FT OF (� �' FALLOW x38.0 �. BLDG 'E' GARAGE ±544 S.F. N.G. m PROPERTY LINE \ ' / �� FIELD �Q� O 35 , BLDG 'F' REST DENGE ±1,500 S.F. N.G. a Gj�• // FALLOW ` `r?oma, TOTAL AREA: 13,508 5.F 1,128 S.F. N / FIELD \ TOTAL PROPOSED 51TE COVERAGE: 14,636 S.F. v- T_ WO/F / I 1 / / \30 .. ()� m RHX CORP. / ( I \ F.A.R. = 0.0135 (1.355X) �/ O � ss / � mIt � X \ / t I IMPERVIOUS 5URFAGE: A x I x415 ` / / EXISTING AREA: 13,508 S.F. (1.130 r ` o ) C� � E-+ xLu z � PROPOSED AREA: 14,63b S.F. (1.22Ai) i I } x56.0 I 5 4o IRRIGATION x28.0 �o � EXISTING ' 1 � (DOES NOT INCLUDE GRAVEL PARKING AREA(5) �}� OCT3 0 2W- � ��- M 1 h I Q WELL c / P05TAL D15TRICT. GUTCHOGUE vp F-Iig , `z x3�.o I \ .HNL DISTRICT: SOUTHOLD Southold Toler y_' O w � 30 FIRE DISTRICT: 50UTHHOLO Planning Board Lu FALLOW \ / ciEGTRIGAL SERVICE: LIPA Q � FIELD OO \ / / O iATER SUPPLY: PRIVATE WELL 2 Q NO SURFACE WATERS WITHIN !ODD ZONE: WA 0 N 0w y• / EVELOPMENT o� ���°3^ / x345 300 FEET OF PROPERTY LINE 11 1 "',ITE 15 IN 6.W.M.Z.: IV RtqHTS EASEMENT �_ / .A °1 NO WELLS WITHIN 150 FT OF °`�'� I A�Zi4 25.6936ACRES �`� x38.5 ,; Q�� ,�o PROPERTY LINE �� i SPLA BASED ON ORIGINAL SURVEY BY: � Gj x31.0 � 1230 TRAVELER SNIC TREET JAMESPORT NY I Ig41 � W WO/F ANIN MARIE 60ERLER REVOCABLE LIVING TRUST 1230 YED: JAN. 10, EET ~ Ns' / ?y� TOWN OF 50UT1.10LD/ SURVEY SCALE: I" = 100'-0"FALLOW \ �� (DEVELOPMENT RIGHTS) AND ENGINEER: xSTA FIELD \ ELEVATIONS BASED ON rOPOGRAf'4fY MAP - 5 EASTERN TOWNS,SUFFOLK COUNTY,NY DATED: 10-03-Ig15 35 OF. I\IEw \ \ I DATUM: ELEVATIONS ARE REFERENCED TO VERTICAL DATUM BASED ON MEAN �� x348 QEY T SEAL LEVEL OF Ig2q AS ESTABLISHED BY THE U.S. COAST AND EODETIG SURVEY eO AT SANDY HOOK N.J. T< `Eo TON NBUILDINGS r3 cr 2 � a ._2355 COX LANE,UNIT No.4 z \ � � / \ • ry l l \ EDF ��, / urrcHo6UE, NY IIg35 � 631-134-4060 Fqz` 4 JEFF ;:: BUTLER, P.E. x44.0 NO 5URFACE WATERS WITHIN j� \ \ ` \ I � \ ' � 1 ZONING INFORMATION: O 300 FEET OF PROPERTY LINE \ 1 \ / A6RIGULTURAL GON5ERVATION 'AG' m SHEET INDEX No WELLS WITHIN Iso FT OF � \ .3' 40I.OVERP:LL SITE PLAN EXIS LOT S �p� S.F.SqFMIN • • � PROPERTY LINE \ FALLOW / I \ I Ig ,2155 S.F.(215302 Ac) \ FIELD \ 1 62 5 / 2.PARTIAL 51TE PLAN PROP05ED: N.G. 3.DETAILS 0 u- \ 4.PARTIAL LIGHTING PLAN LOT WIDT44; 115' MIN z Q Q 35 EXI5TIN6: 164.38' W W N z m PROPOSED: N.G. Z } NO SURFACE WATERS WITHIN 300 FEET OF PROPERTY LINE LEC END: LOT DEPZTH;250' MIN z LY WO/F RHX CORP. \ / \ I I x35.0 / NO WELLS WITHIN 150 FT OF PROPERTY LINE EXISTIN6: 1.131.1' O < D- \ \ j PROPERTY LINE PROPOSED. N.G. w W Q Q < KITCHEN WASTE LINE -KIT FONT YARDETAGK;60' MIN -j DF - O P-q `N / 5ANITARY SEWER yy EXISTIN6: 11V z P/1 Lw W `OwFi \ ��,'ti 1 PROP05ED: 1485' O U) D- z O 50 \Flo \ �++' 05� x40.5 PROP05M WATER SERVICE 104 LL_ ►-� W < z v- I \Ra_P \ \ \ �p� REAR YARD SETBACK: 15' MIN "� \ / 4o EXISTING WATER SERVICE w EX15TING: 811.2 No SURFACE WATERS WITHIN I , y�� \ PROPOSED: C141.2' ,� x F- W Q O 300 FEET OF PROPERTY LINE \ �'1C,�` \ FALLOW \ sK;t� j` / STORM DRAIN 5D 5D P4 Q Q N \ � FIELD 51DE YARD SETBAGK� 20' MIN Q v �NO WELLS WITHIN 150 FT OF \ .� � 40 FLOW ARROW EXISTING: 183 8 O PROPERTY LINE J \ 1 \% 13 / 1 PROPOSED: 346.8' Q Q - I� \ \ l ,tv \ STORM LEACHING POOL ` O p�' ` / i SIDE YARD SETBACK CUMULATIVE: 45' MIN Z 45 jQ6 \ Ow \35 SEPTIC TANK/GREASE TRAP ( EXISTIN6: 5512' Z 1- \ PROPOSED= N.G. O < \ \ a`���.r,3/ LEACHING POOL ` O � \ OVERALL SITE PLAN \ \ �,� � � \ I- / LIVABLE FL. AREA /DWL6 UNIT. 850 S.F. MIN34.5x '� _ _ EXI5TIN6: 0,000 S.F. 3o EXI5TIN6 CONTOUR -6- PROP05ED: N.G. Im No SURFACE WATERS WITHIN MAXIMUM PERMITTED DIMENSIONS: 80 40 0 80 160 240 \ \/ �� 300 FEET OF PROPERTY LINE EX15TIN6 6RADE x 6.0 P A(5E : ORAPHIG 5GALE I" = 80' LOT COVERAGE: 30Ai MAX(35g,165 S.FJ 40/ NO WELLS WITHIN 1 FT OF EXI5TIN6: 13,508 S.F.(1.1355) PROPERTY LINE TEST HOLE PROPOSED: 14,636 S.F.(1.22;5) • ��Q-•� / BLD6 HEI61.4T: 35 FT. / 212 STY'S MAX x35.5O� x2tb.0 FINISHED FLOOR ELEVATION F•FL•EL• = EXI5TIN6: ±25.5' /2 STY PROPOSED: N.G. of 5 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLIGATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY NETKOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SEPARATION OISTANGE REOVIT5 FOR SANITARY 5EPTIG TANK5 INSTALLATION REQ'MTS FOR: 3b'MIN LENGTH FENCE WOVEN WIRE FENCE(MIN (OTHER THAN RESIDENTIAL): Screen Vented Well Cap PO5T5 DRIVEN MIN.Ib' 14 V2 6AU6E IN MAX.b' ' ' SERVICE LINE FROM with Sanitary Seal SEE DRAWING No.5 FOR 2'X4'WOOD FRAME MIN.HORIZONTAL SEPARATION DISTANCES: L STORM DRAINS=20-0 INTO GROUND. MESH 5PAGIN6) A.BUILDING W/CELLAR=10'-0' K CATCH BASINS=Y-0' Ground Surface Shall Be SUFFOLK COUNTY DEPARTMENT OF B.BUILDING ON SLAB=5'-0" fN�LGH1 ) PROPOSED PRIVATE WELL Sloped Away From Well ,5� HEATH SERVICES-PRIVATE WATER Electrical Line 5TAKE 1O'MAX.G• TO G. G.WATER LINES=ID'-0' K SAN L.P.=8'-0 Minimum In All Directions Water Line (TAKEN FROM SUFFOLK COAPY WATER AUTHORITY,APPENDIX 3) SYSTEM STANDARDS 3 •1 D.SURFACE WATER{I^ET1 ANDS)=15'0' P.PUMP STIP GREASE TRAP Directions F.ROLIC WELL=200'-0' OR MANHOLE=8'-0' FABRIC-� 6.PRIVATE WELL.=I00'-0' Q.PROP.lnJEs=5'-0' : W " IN5TAL.LATiON OF 5ERVICE5- Concrete 51ab 2 Min Submersible H.RET.WALL(WTRPROOF)=l0-0 R 5WIMMIN6 POOL.=20'-0 N INSTALL PIPING ON THE PROPERTY,4 1/2 FEET DEEP FROM THE BUILDING In All Directions TO THE PROPOSED WELL.A MINIMUM I"SERVICE LINE 15 REQUIRED. �t NATURAL GRADE --� �- J.L)/6 FUEL TANKS=20'-0' S.TOP OF EhBANKMI3IT OR STEEP SLOPE Pump K L)/6 UTILITIES=5'-0' (15%SLOPE OR 6REA1H2)=25'-0' 1. LEAVE A I'R15ER ABOVE THE GROUND LEVEL AT THE WELL : a - II=_ HEIGHT OF _ ' " EL. f51.0 - 4 T.BLUFF-65-0 _ A .: LOG T10N WITH THE - END CRIMPED. - - 1 V - FILTER �- 2. RVI I / 4444;: SERVICE LINE MEASUREMENT T :Xxxx 5 FORM MUS BE GOhIPLETED AND T.O.T Ib MIN. � WATER TABLE ABLE . I I a ® EL 02 I : 5UBM111ED AT TiME iI�I'���/ - a OF INSPECTION .MEASUREMENTS ARE TAKEN :::::::: :: - _ 1 - I D - -I z � W �-�_� � y SEPARATION DISTANCE REG'MT5 FOR SANITARY LEACHING STRUCTURES FROM TWO(2)NEAREST CORNERS OF THE BUILDING TO THE END OF °o�, �� `:�;�;:: : 0 (HIGHEST RECORDED GROUND WATER) (OTHER THAN RE51DENTIAU: YOUR PIPE AT THE PROPOSED WELL. G Excavation And Excavation And MINIMUM HORIZONTAL SEPARATION DISTANCES: L STORM DRAINS OR 3. THE END OF THE PIPE AT THE ImRL SHOULD 13E 10 FEET AWAY FROM ��s Compacted Earth Compacted Earthfill DROP INLET BURIED FABRIC PER5PEGTIVE VIEW ANY 055TRUGTION SUCH AS TREES,UTILITY POLES,DRAINAGE _ WITH 6ATE A.BUILDING W/CELLAR=10'-0' RECHARGE BA51N5=20'-0' STRUCTURES,AND 5HOULD 13E AT A LOCATION APPROXIMATELY 3 FRAMEElectrical Line Frost Line 36'MIN.FENCE POST B.tII11LDIN6 ON SLAB= 10'-0' M.CATCH BASINS,NON-L�,4GHIN6=lo'-0O' OPPOSITE T}�POINT OF ENTRY INTO THE BUILDING. O Z �- �- G.WATER LINES=10'-0" N SAN.L.P.=V-0' 4. A VALVE MUST BE INSTALLED WERE THE PIPE FIRST ENTER5 THE 4" PVC Cos' -1 - �\ Zq D.SURFACE WATER(WcTI-pJ�')= 100'-0' P.PROP.LINES= 10'-V BUILDING. g m WOVEN WIRE FENCE(MIN.141/2 6AU6E IN N F.PUBLIC,WEU=200'-0' Q.TOP OF EMBANKMENT OR STEEP SLOPE 5. ALL OTHER UNDER6ROUND UTiLITIE5 MUST MAINTAIN A 10 FOOT = �^ MAX.b'MESH 5PAGIN6)WITH FILTER CLOTH d 6.PRIVATE WEJ.L.= 150'-0' 05%SLOPE OR GREATER)=25'-0' CLEARANCE FROM WATER SERVICE Pitles dapter - H.RET.WALL MTRPROFF)=10'-0' R BLUFF=65'-0' O f I 3 FLOW ? J.U/6 FUEL TANKS=20'-0' 5.5BMC TANK,RW STA,6REA5E TRAP isc or e - -� I II z , SPEC IF GAT ON5 II _ T.O. OR e WELL SCREEN •� _ MANHo1J: -0 . . K U 6 UT1LIlI 5-0 / Sri I. K TYPE SOFT 1 I COPPER TUBING,MIN I MU•15 ZE 1 INSIDE DIAMETER. GATHER EXCESS AT UNDISTURBED GROUND T.SWIMMING Pool=20 0 2. GU5TOMER'5 VALVE: \ \ \ \ \_..\.,'....,_.... EL. -34-94' COMPACTED SOIL A VALVE MUST 13E INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. I.E. 0 EL.4b 5'(t} I'4� WATER SERVICE LINE - r� 3. PLASTIC,PIPE 5PECIFICATiON5: , _ - ? USE: 1160 051 POLY PIPING EMBED FILTER CLOTH A.PIPE MANIFAGTURED AND DESIGNED FOR USE IN POTABLE WATER SYSTEMS 4) _ Packer A MIN OF b"IN GROUND. 4° LINE,THE LAS INSTALLEDCAN 13E TO TF1E PROPEOM THE RTY LINE t�15T BE "K'SOFT COPPER IVo TO WITHIN 20'FROM THE TM }4 Cementaiv Hydraulic - GONSTfi�UGTI ON 5 ' C,I I GAT I ONS SECTION VIEW TUBING. Bentonite Based Grout _ Screen B.PIPE 5HOULD BE C1A551F1ED TO WITHSTAND WORKING PRE55L RE OF 200 I.FILTER FABRIC SHALL HAVE AN E05 OF 40-85.BURLAP MAY BE U5ED FOR SHORT a 4 ° m ca -A 051 5t E)13UR5TIN6 PRESSURE RATED AT LFAST TWIGS 71�WORKING Mlnlnn Diameter Drill Hole -_ TERM APPLICATIONS. }�t I }� m- 2.GUT FABRIC,FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED GO i`5TRUGT I OI`t SPEG I F(GAT I OI`t54. 0.PIPING REQUIRING JOINTS IN WEIGH A CHEMICAL SOLVENT IS UTILIZED IS NOT � Note 5 B.O.WELL® EL.-3-1.34' THEY WILL BE OVERLAPPED TO THE NEXT STAKE. q . AGGEPTABLE.(BRASS GOIIPLIN65 ARE REQUIREDU - " I.WOVEN WIRE FENCE TO BE FASTENED 5EGl1RELY TO FENCE P05T5 WITH WIRE TIES Q°. D.TWENTY(209 FEET OF COPPER 15 REQUIRED FROM INSIDE THE BUILDING TO Water Line 3.STAKE MATERIALS WILL EE STANDARD 2 x 4 WOOD OR EG?l11YALENT. METAL WITH A OR 5TAPLE5.POSTS SHALL BE STEEL EITHER"T'OR"U'TYPE OR HARDWOOD. THE START OF THE PLASTIC PIPE. MINIMUM L.EN6TH OF 3 FEET. From Pump 2.FILTER CLOTH TO BE TO 13E FASTENED SECURELY TO WOVEN WiRE B 4.5PACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS " 5ERv1CIE LINE INSPECTION PROCEDURES USE: INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED WiTH THE USE of F�%A L.13 �'VEN EVERY 24 AT TOP AND MID SEG„°"• _ TYPICAL WELLHEAD " ° I. GALL THE NEW SERVICE DEPARTMENT TO REQUEST AN INSPECTION WHEN YOUR 4"PVC TEST WELL,70 FT DEEP, 1 HP, TYPICAL FENCE SHALL BE WOVEN WIRE 12 I/2 GAUGE b MAXIMUM MESH OPENING. WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. �:Mp WORK 15 COMPLETED.(ONE BJ51NE55 DAY ADVANCED NOTICE 15 REQUIREiDJ 20 GPM FRANKLIN ELECTRIC 3.WHEN TWO SECTIONS OF FILTS',CLOTH ADJOIN EACH OTHER THEY 5HALL BE OVER- a ° 2. 50MEONE MU5T BE PRESENT ON THE DAY OF IN5PEGTION. 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT ° 3. IF REINSPECTION 15 NECESSARY,A$25.00 FEE MUST 13E PAID PRIOR TO THE Not To Scale SUBMERSIBLE PUMP,STATIC LEVEL @ 24 WATER WELL LAPPED BY 51X INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, - � � .a '°. a. ' SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 4 REIN5PEGTIoN. b.A 2'x 4'WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC MIFABI (COTEDTABILINKA T140NE OR APPROVED EQUIVALENT. a °• a 4. LEAVE THE TRENCH OPEN.DO NOT BACKFILL THE TRENCH UNTIL OUR FOR OVER FLOW STABILITY.MAXIMUM ORAINA6E AREA I ACRE 4.PREFABRICATED UNITS SHALL BE 6EOFAB,ENVIROFENGE,OR APPROVED EQUIVALI lT. INSPECTOR HAS APPROVED THE SERVICE LINE. Not TO Scale 5.MAINTENANCE SHALL BE PERFORMED A5 N>�AND MATERIAL REMOVED WHEN �1_�N 5. IF THE SERVICE LINE INSPC-GTION PA55E5,THE END OF THE PIPE WILL BE 'BUL6E5'DEVELOP IN THE 5ILT FENCE. PAINTED BLUE. IF 56;MCE INSPECTION FAILS,THE END OF THE 5ERViCE WILL TRAP SIZE BE PAINTED RED. Notes: FILTER FABRIC b. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M.IF YOUR INSPECTION FAILS. I. Water well and m Installation shall comply with all applicable local and state regulations. U5.DEPARTMENT OF AGRICULTURE U5.DEPARTMENT OF AGRICULTURE DIM. ° 1. NO OTHER UTILITIES(Ej5. -GAS,ELECTRIC GABLE TVETGU SHALL BE 13URlEo IN p nf y pp �' NATURAL RE50URGta CONSERVATION 51ERVIGE DROP INLET NATURAL RESOURCES Cc7'.SERVATION 5ERVIGE SILT 4 THE WATER SERVICE TREJGH.' 2. Excavations and all other work shall conform to OSHA regulations. NEW YORK STATE DEPARTMENT'OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE A 30 3. Electrical wiring must comply with local codes and manufacturer's requirements. � m NEW YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE PROTECTION i�w YORK STATE SOIL d KN13R CONSERVATION GOMMiTTIE= 6ALV.STEEL B 30 NOTICE:•• IF INSTALLING,SEPARATE H°T HATER HEATER5,5EPARATE EXPANSION 4. PltleSs Adapter and waterline may be installed above the frost line only when the well 15 used seasonally. � TANK5 SHOULD 13E INSTALLED. 5. When an oversized drill hole 15 constructed for the Installation of the casing,the diameter of the dill hole shall be a FRAME s COVER C minimum of 3 inches greater than the outer diameter of the casing or coupling, whichever is greater. 6RADE b. Gosing diameter shall be sized so that the uphole velocity is less than 5 ft/sec. HOUSE CONNECTION NOTES: 1. Minimum casing strength shall be determined a5 described in IL Practice Standard b42,Water Well. r xx of NSW">'O�K CITY&SONG IMP - a 8. The screen shall be sized to permit water entrance at no greater than 0.1 ft/sec. �.7 (PER 5LD.H5.STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE I 1=I e 1 I I= Q. Pump intake shall not be placed inside well screen. 800-272-4 -80 1 81 I A. DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RE5IDENGES) SLAB - - 10. An airline shall be Installed where the water level I(e5 more than 250 feet below the ground surface. This airline can n PROVIDE: WATERT16HT lWkGT-PROOF AD46TABLE AND L.OGKIN6 CAST IRON be composed of copper,polyethylene or alvanized tubi and shall have a Presto valve installed to allow the w m X a) A HOUSE CONNECTION E BUILDIN6 A5 THE PORTION OF T(•S GRAVITY SEWER LINE WEIGH EXTENDS CAULK WATERTi6HT °° FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENIN6((YPIGAU connection of an air 00m e or. Airline must be airtight its exact length must be documented. www.dignetnycli.com or FROM THE FADE OF THE BUILDING TO THE SEWAGE DISPOSAL SYSTEM. BETWEEN PIPE qND-� .e pr' g ng � X .� www.call811.com(for other states) b) THERE SHALL 13E A MINIMUM TWO FOOT LENGTH OF GAST-IRON SEWER LINE EXTENDING THROUGH SLEEVE 11.The well cap shall be removable to allow for measurement of depth to water surface or pressure. LL. THE FOUNDATION. 8" MIN TRAFFIC, 12. After construction is complete, the well shall be disinfected per local or state requirements � X Z c.) HOUSE CONNECTIONS SHALL HAVE A MINIMUM DIA.OF 4 INCHES,MLE56 OTHERWISE NOTED. ,° r By law,excavators and contractors working For safety reasons, homeowners are NOT USED 6ALV.STEEL SLEEVE a a G SEE PLAN FOR FIN15HED GRADE BEARING SLAB e) HOUSE CONNECTIONS SHALL HAVE A MINIMUM PITCH ON ONE-QUARTER INCH PER FOOT. MM < J j� in the five boroughs of New York City and strongly encouraged to call as well when � < INV.ELEVATION � J Fri � f) SLIP RING GONNEGTORS of THE PROPER TYPE SHALL BE USED AT THE AS IRON JOINT. IF ° a 0 C T 3 Nassau and Suffolk Counties on Long planning any type of digging on their VER THI KNE%E5 ° " < ° °' 2' 11! Island must contact DigNet, property. Homeowners can contact us REQUIRED,A FLEXI6LE PVC COUPLIi 6 WITH 5TAINLE55 STEEL BANDS MAY BE USED TO CONNECT �� e - ° CAST IRON PIPE TO PVC,HOUSE GONNEGTION5. THE FLEXIBLE COUPLING AND BANDS SHALL 3/Ib°FOR SPAN OF 30" 20"MIN iR CL jY 1-800-272-4480 or 811,at least 48 hours directly at 1-800-272-4480 or by calling iv cv Southold Town CONFORM TO ASTM GIM. 1/4'FOR SPAN OF 36° O but no more than 10 working days 811,the national call before you dig � ALL HOUSE CONNECTIONS SHALL BE PROVIDED W/A GLEAN-OUT AT THE FACE OF THE BLO6. SEGTI ON Planning Board = O (excluding weekends and legal holidays) number.For excavation work completed h) HOUSE COR EGTION5 5HALL BE 5TRAI6W. THERE SHALL BE NO BENDS IN 5B ER LINES TO THE 5/Ib" FOR SPAN OF 48' -___ prior to beginning any mechanized digging on personal property, it is the contractor's SEPTIC,TANK OR GREA5E TRAP. iF BENDS ARE UNAVOIDABLE,THEN THE FOLLOWING ° # - W N or excavation work to ensure underground responsibility--NOT the homeowner's-to 3/8 FOR SPAN OF 60 MIN. 4 SDR 35 9ADDITIONAL CRITERIA SHAM APPLY: . , ;; ('() I/2 FOR SPAN OF 12 PVG PIPE OR lines are marked.Excavators and contact DigNet.Having utility lines __-- I � contractors can also submit locate requests marked prior to digging is free of charge. EGUAL, PITCHED ice..----- d ... r� .. online,through ITIC. If you do not currently MIN Y6' PER LIN FT �� TYPICAL. HOU5E TRAM' DETAIL _ PROVIDE: WATERTIGHT,INSEGT-PROOF ADJUSTABLE AND LOGKIN6 CAST IRON use ITIC,please call 1-800-524-7603 for J _..... pp !..-�...�`.---•• IL•! O FRAM ANn GO'VNR INSTALLED AT GRADE OVER EACH OPENING(1YPIGAI.J more information. d1 ,,,,,1:'-- 3' MiN. SCALE: NONE � G011AR • EX.BLD6'A' FIN15HM GRADE ENGINEER: (To a��) I F _�...., .. I 24" 24' BBEARIN6 TOPMIN IC O " r .-F N NEW - -------J-- - 20 MIN 20°MiN �Y T. INLET 1. EX.6RADE ,� �1 uuj u ® ELEV.4b.5' z 6' MIN.PENETRATION MIN 4'DIA. OUTLET � G.I.COVER EX.GRADE C,.1.COVER . FLOW LINE MIN 4 DIA N 42. 42 HIGHEST RECORDED in INTO A VIR61N 5DR 35 PVC, I 6 _ SDR 35 PVC �p O�3 93 ® ELEV.40.21' PIPE OR = �o STRATA OF SAND •� dJ PIPE OR q �P T.O.SLAB o AND 6RAVEL EWI A� al EQUIVALENT TTPIGAL i_=43.0'-/ EL..42.21' - - PITCHED ` O/w FOR KITCHEN WASTE ---- ---- FOR Ya IN/1 FT p $A}�� .•I PITGI�MIN. Ya IN/I FT JEFFREY T. BUTLER, P.E. PIPE(SHONFU AND --- ---- SEE RISER VIA (GLEAN STAND d GRAVED JLC WALL VE"TY WASTE PIPE KITCHEN WASTE PiPE(5Fbt^QJ) _ W Q 4 m SDR 35 AVG aY, /LF. ' TYfi'. 5�N1 Tfi�Y L �G�11 NC POOL (L ') o 4"0 HOUSE TRAP 61.33 L.F.a Y,'IL..F. =15.33'=128'DROP(MIN) � lE.=38b1 I. COMBINED SYSTEM FOR: KITCHEN ONLY SYSTEM FOR: (rDENSITY 0 Ip p WASE PGIPE T, loo GAL x'10 4 5GALE: N.T.S. EXISTING BUILDING'A' PROPOSED BUILDING'D' 4V SDR 35 PVC,a Y,"/LF. O GREASE TRAP GT IE.=38.42' T35 L.F.a Y'n F. =1838'=I53'RISE(MIN) 4"MIN (INIFT PIPE-DENSITY WASTE PIPE FROM 13LM b9 BOT OF TRAP a E1.3328' 4'0 SDR 35 PVC,aY4/LF. PROVIDE: WATERTIGHT,INSE�GT-PROOF ADJUSTABLE AND LOCKING CAST IRON --o . -d. --_a_- - `A � O 1� 265 L.F.a Y4%.,F. =bb3'=055'RISE MN) FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(11TICAL) Z - O Q SANITARY O IE.=38.42 NOTE: ALL PIPING IN5TALLED _ t W /TANK UNDER BLDG SHALL BE CAST IRON, LUN Z ID } LINE � ONLET PIPE-DENSITY WASTE PIPE FROM'BLD6'A9 MAINTAIN 5`>5 MAX.SLOPE FROM EDGE OF 6REA5E SEPTIC 4'O 5DR 35 PVC,aY4`/LF. SANITARY SYSTEM OUT 20'IN EACH DIREGTION AND SHALL REMAIN CA5T IRON - ' ' O X Z O i TRAP TANK PROP.BLDG.b' 10b3 LF.a Y'U. =17.71'=1.48'RISE(MIN) ---- - I EAVIN6 THE BUILDING TO A DISTANCE / �6RE�tSE �� F.FLr-1 425' 8'THK TRAFFIC,BFARIN6 SLABS(tYP) OF 5'AWAY FROM BLDG PERILS-TER p� �- < OL KITCHEN O 17W KITCHEN �O Ol�.,/O O�-S PERFORMED N AGGORDANGE / � I \ � U_ � O � � LINE LINE / ` / / Ll. F- Q < EX.GRADE G.I.COVER G.I.COVER 3 G.I.COVER G.I.GOVE2 C,.1.COVER = O ® ELEV.42.0' EL=42 ' ® ELEV.4D2.0' E-=42.0' n 85 EL=42 =42. ' n =4I , EX.GRADE WITH SGDHS SPECS. I I \ a '••� _..I v O _ @ ELEV. 41.5' / Q F-1 LU T.O.SLAB a \ Z CL Z O CL Uj CAST IRON COVERS TO GRADE _-_- E_.4021' _--- TD.%AB I " W Z FINISHED GRADE7 --- --- L _ _-- E_N _ -- 2I-••OMIN I T.O.SLAB a EL.40.43' J . -t 24' TYPICAL IE=395' -- _ ---- - FOR KITCRN WASTE o O t- 'd- • PIPE AND !E=3928' _ / I- LL 8 MIN,TRAFFI N IT KiTCHEN WASTE PIPE(5HOWN) iE -38b1 - BFARIN6 TOP 20'MIN `� 20'MIN DBISiT(WRSTE PIPE 4'415DR 35 PVC,aY4'/L.F. �° !E=38.42' V E.=31.92' ® ® � ® ® I � O 1) u O N INLET 4"�HOUSE TRAP 1066 L..F.a Y4/LF. =2.61'=0.22'DROP(MIN} 4 610 SDR 35 PVC,a Ya/LF. `fl 4 4 IE.=3111 ® K=EO Q v N OUTLET DENSITY WA5TE PIPE 1$00 6AL 9D LF.a Yell-P. =113'= 1,200 GAL 4'40 50R 35 PVG a Ye'/LF. ® ® ® � ® •� I I LL O MIN 4'm FLOW LINE (TO PROPOSED SEPTIC TANK)-71 GREASE TRAP GT OA9'DROP(MIW SEPTIC TANK ST •_ F= �_ ®_ P:_7 0 14&31.0.a Y A..F. =1b5 - / 4 MIN b IN 0.15'DROP"Ni r� ® ® ` ® O SDR 35 PVC,PIPE MIN.b`:0 SDR 35 440 SDR 35 PVC,aY"/L.F. BOT OF TRAP a EL..3328 BOT OF TANK a EL 33:.42 L6 OR EQUiVAUNr PVC PIPE OR 26.5 LF.a Y,'ILF. =bb3'=0.55'DROP(MINI T T t� ® � ® ® \ F1 z PITCHR MIN. j EQUIVALENT, " 8D' 8A' ® ® ® ® ® ® / Z ♦- Y4 PER Fl. 7S 4 PITCH®MIN.Ye/FT/FT r ry 3 GLEAN SAND ® ® ® ® ® ® n < D w (TO SEPTIC TANK ® ® � � ® ® \ I I OR 5E4L-R MAIN) � ® � � z PROPOSED SEPTIC SYSTEM FOR: ® ® ® ® ® 1. CONCRETE TO TEST V MONOLITHIC : ® � � ® � � 4000 P5.1.® 28 DAY5 / BASE SECTION EX. BUILDING A (TO BE REWORKED) AND PROPOSED BUILDING 'D' ® ® � ® ® ® 2. REINFORCEMENT MEETS A.S.T.M. / A-615 A-185 5PEG5 �-- P A C E : X N VO x 12'EFF.DP. (ALL SANITARY STRUCTURES - MINIM)M COMMERCIAL SYSTEM) LEACHING Pool. � ® ® , NOT TO 50ALE n OF U ® 3. ALL SANITARY PIPING TO 13E 4"0 I, V40 MIN/12'40 MiAX d U%S DATA WELL No.532390.1 ` 35 PVC, DATUM- N6vD29 5EPTIG TANG - 1200 CAL.. HIGHEST RECORDED 6RDIAdDWATl3R Lt:VEI= 1026'ABV VIER TIGAL DIATUM TYPICAL SINGLE GREASE TRAP TE5TH O L=: No GROUNDWATER FOUND To EL. NO SCALE: NOT TO 50ALE 3 50ALE: N.T.S. o f THESE DRAWINGS AND AGGOMPANYIN6 SPEGIFIGATIONS,A5 IN6TRUMENTS OF SERVICE,ARE THE EXGW5IVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WEIGH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOl7�,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN pERMi5510N FROM THE ARCHITECT.TITLE TO THESE PLANS SHAD REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CON5TITUTE PRIMA FACIE:EVIDENCE OF AGGEPTANGE OF THESE RE5TRIGTIONS. QB2 • Twin 75 Watt Quartz Bullet floods come pre assembled and pre-wired on c103 Mounting plate, Lamps,supplied, Lamp Info Ballast Info Type: T-4 Type: N/A Watts: 75W 120V: N/A Shape/Size: N/A 208V: N/P; Base: N/A 240V, N/A ANSI: N/A 277V: N/A Hours: 1,500 Input Watts: 75W Larne Lumens: 1,500 Efficiency: 1000/0 Efficaq/: 20LPW Technical Specifications UL Listing: Suitable for wet locations. Suitable for mounting within. 1.2m (4ft) of the ground. Housing: Precision die cast aluminum, 1/2" NPS threaded arm with locking swivel and EZ Grip lock nut fits all standard mounting covers. Lens Gasket: High"temperature silicone gasket stays in place during relamping. Reflector: Semi-specular-anodized aluminum. m Sockets: Porcelain bi-pin GY 8 base with gold plated contacts : <; ;, • and 150° C socket wires:- Lens: m Thick, tempered glass. Finish: W X Our environmentally friendly polyester powder coatings � LL I are formulated for high-durability and long-lasting color,. O Z IL and contains no VOC or toxic heavy metals. 00 0.0 o.e 0.o EXI5TIN6 FR. BLD6. LLl 7- O Replacement Lamps: 01 00 .0.0 .00 00 FARM5TAND/5TORA6E �1 (� (� (� RJ/ � < n 0A 0.0 ,OJ ,0.0 0.0 (TO BE REHORKED) u L� U U w � (2) GUARTZ MODEL No Q UAL 13ULLET KIT O:o 0j .al ,o.l n•I .o.l 0.1OD .0.0 Q Int�::.at>lon: .0•I 0.1 0.0 OCT 3 0 2Gi4 Q T�vii',7t5w Flood Kit pre-assembled on C103 plate for MOUNTING HEIGHT = 8 ABV GRADE ob .0.0 02 .0 0'I ,0.1 0.1 0,1 0.0 ,00 ' 00 O easy installation. 00 00 • 0•I 02 .01 '0.1.01 0.1 Al 0.1 .00 0.0 .00 00 Plannling Boardold � w m 0:0 03 0� ,0. 1 00 0.0 Patents: 0.0 .0,0 0J 0.1 02 02 0� ,0.1 .o.l 0. 0.1 0.0 00 0.0 0.0 RAS sensor and fixture designs are protected under 0.0 00 ,o.0 01 .0.2 03 0.1 0.1 0'1 .0.0 0.0 00 � _l . ,00 01 .0.0 00 ,00 0.1 03 02 02 0.1 0J 0A U.S. and International Intellectual Property laws. 0.1 ' of ',0.1 .0•I' 01 '00 0.1 05 0.4 03 .02 0'1 O1 0.1 00 00 -OD W OA 0.I 03 0.1 ti 02 ,0.2 0.1 0.1 .0:1 I 00 0.0 0.3 .0b 0.4 .0.4 03 0.2 0.1 0.1 00 00 00 0.0 00 .o.l .0.1 ' 02 � 07 0b 0.4 0.1 .0.1 0.1 01 0.1 0.1 0.1 .00 .0.4 0.6 ,0.4 .0.3 02 0.1 ,OA 00 ENGINE 00 0.0 0.1 .0.1 J.1 ,O.T 0.1 0.1 00 .0.0 0.2 Al 0.1 f.o �1 I 0-2 0.1 0.o �OF NE 00 0.1 .0.1 .0.3 02 02 1 0.1 0.1 00 .0.2 0.6 2.5 dB J3 .0.1 0.4 02 0.1 .0.1 0.1 00 P" Y T 8rV yQ 00 03 0.2 .0.2 0.1 Al 0.0 Q 0.4 03 0.1 00 .0 0 .0.1 .0.1 0 2 .02 02 .0.1 0.1 0.1 00 0 ,4S .25 J.9 0. ,02 .0.1 OJ * ; !� OS 0.4 0.3 0.1 .0.1 0.1 ,2.1 ,I.O 0.4 ,03 0.1 0.1 �- ''�!�!, � x RAB NOTE-5: .0D .0.1 .02 .0 0.2 .0.1 O .4.1 .01 0.1 l Cr 03 .Ob 0.4 0.4 .03 .03 02 .0.1 0.1 0.1 A d2 0l 0.4 02 ,0.1 .o.l OFR GAR m Gnl THE LIGHT L055 FACTOR(LLF) 15 A PRODUCT OF MANY \ ,02 Ob 0.4 0.1 P 02 0.1 �..u� VARIABLE5,ONLY LAMP LUMEN DEPRECIATION (LLD) HA5 BEEN 0.4 0b 0•b `0T 0.T 0.4 .03 0.2 0•I 5M MILPIN6 03 0� I 0.1 A0 00 NCO 0�3 3 APPLIED TO THE CALCULATED RE5ULT5 MLE55 OT'HERH15E NOTED. 06 �,o r7 J.1 0.4 02 0.1 1J N �I% ,0.1 0'1 0• 0p 0.0 00 �� THE LLD IS THE RESULT(QUOTIENT) OF MEAN LUMENS / INITIAL \ S5 0'T AREA:1AOb 00 .0.o p0 \ S 10 LUMEN5 PER LAMP MANUFACTURERS 5PECIFICATION5. q 2 �S a ,o•a .0.4 .03 \.4 .1A 0.4 JEFFREY T. BUTLER,P.E. PREDIGu�IOLT1 I RE5U5 FOR PLANE5 OF CALCULATION EITHER A t4. J.z 40-1HORIZONTAL,VERTICAL OR INCLINED A5 DE516NATED IN THE ` Q CALCULATION SUMMARY. METER ORIENTATION 15 NORMAL TO THE .03 140 O PLANE OF CALCULATION. EXI5TING FR.BARN G © (TO REMAIN) . . THE CALCULATED RE5ULT5 OF THI5 LIGHTING 51MUL.ATION FIKFLFL.=425' a/ V REPRE5ENT5 AND ANTICIPATED PREDICTION OF 5Y5TEM PROP011)BREEZEKAY Q PERFORMANCE:. ACTUAL MEA5URED RE5ULT5 MAY VARY FROM AREA:120 5F THE ANTICIPATED PERFORMANCE AND ARE 50B.-ECT TO MEAN5 6RAVE 0 a-425' }- O U_ AND MF-T 005 WHIGH ARE BEYOND THE CONTROL OF RAE Z 7 (3 )- Q LIGHTING, ING. \ Q' U1(N Z CD LU ►-� Z) O I z p MOUNTING HE16HT DETERMINATION 15 JOB 517E 5PEGIFIG,OUR kD I Q LIGHTING 51MULATION5 A55UME A MOUNTING HEIGHT(INSERTION a O '�) i ly : Q POINT OF THE LUMINAIRE 5YMBOL) TO 13E TAKEN AT THE TOP OF U . 1Y LL THE SYMBOL FOR CEILING MOUNTED LUMINARIE5 AND AT THE ,7� U_ O < 130TTOM OF THE SYMBOL FOR ALL OTHER LUMINAIRE MOUNTING ►"'� O GONFI60RATION5. a W O i - 5 ►-+-� ' RAB LIGARTIAL ''LAN PR01 LIGHTING, INC. LUMINAIRE AND PRODUCT DESIGNS ARE -0LD LICCHTINC U'' OL Z O PROTECTED UNDER U5. AND INTERNATIONAL INTELLECTUAL 5GALE: I" = 20'-0" LL1 < Z _V_.l PROPERTY LAW5. Ar d' PATENT5 155UED OR PENDING APPLY. THE L16HTIN6 ANALY515,EZ-LAYOUT,ENER6Y ANALY515 AND/OR V15UAL 51MULATION5 ("L16HTIN6 DESIGN") PROVIDED BY RAB LI6HTIN6, INC. ('RAB') 9) 12 IL REPRE5ENT5 AND ANTICIPATED PREDICTION OF LIGHTING 5Y5TEM PERFORMANGE BASED UPON DE516N PARAMETERS AND INFORMATION PROVIDED BY X U_ O OTHER5. THE-5E DE516N PARAMETER5 AND INFORMATION PROVIDED BY OTHER5 HAVE NOT BEEN FIELD VERIFIED BY RA13 AND THEREFORE ACTUAL v O tN Luminaire Location Summary MEA5URED RE5ULT5 MAY VARY FROM THE ACTUAL FIELD CONDITION5. RA13 RE00MMEND5 THAT DE516N PARAME•TER5 AND OTHER INFORMATION BE v N LUMNOTa (Qt Label M tit Orient Tilt FIELD VERIFIED THE REDUCE VARIATION. LL - p RAB NEITHER HARRANTEE5,EITHER IMPLIED OR 5TATED HITH RE6ARD TO ACTUAL MEA5URED LIGHT LEVEL5 OR ENERGY GON5UMPTION LEVEL5 A5 O •• A (2) QB213 8 226.08 bO COMPARED TO TH05E ILLU5TRATED BY THE LIGHTING DE-515N. RAB NEITHER HARRANTEE5, EITHER IMPLIED OR 5TATED,NOR REPRE5ENT5 THE � p APPROPRIATENE55,GOMPLETENE55 OR 5UITABILITY OF THE LIGHTING DE516N INTENT A5 GOMPLIANT HITH ANY APPLICABLE REGULATORY CODE i�-, Z 2 A �(2) QB2B 8 221.485 60 REQUIREMENTS WITH THE EXCEPTION OF TH05E 5PEGIFIGALLY STATED ON PRAHINC75 CREATED AND 5UBMITTED BY RAE). THE L16HTIN6 DESIGN 15 Z Total Quantit : 2 155UED, IN MOLE OR IN PART,AS ADV150RY DOCUMENTS FOR INFORMATIONAL PURPO5E5 AND 15 NOT INTENDED FOR CON51RUGTION NOR A5 BEING PART OF A PROJEGT'5 GON5TRUGTION DOCUMENT PAGKA6E. O Q v Luminaire Schedule Symbol Tag I Qty Label Arrangement I TI Lamp Lumens Lum. Lumens I LLF De5cription Lum. Watt5 Arr. Watts I Total Watts Ffilename "J <� A 2 AG7E QB2B 2 q0° 1500 752 1.000 Quartz Dual Head Bullet Kit - �15W 75 150 300 QBI - L5121865.IE5 Calculation Summary JEFFREY T. BUTLER, P.E. IS NOT RESPONSIBLE FOR SAFETY AND SECURITY R151<5 DUE TO INADEQUATE LIGHT LEVEL5. Lobel De5cription GAIcType Units Avg Max in Avg/Min Max/Min P15pcLr Pt5pcTb TH15 15 NOT A RECOMMENDED L16HT LAYOUT. IT 15 A 4 DESIGN BASED UPON THE 5OUTHOLD TOWN CODE - SECTION GalcR5 Site Readings Taken at 0'-0" AF6 Illuminance Fc 0.06 4.5 0.0 N.A. NA. 5 5 280-12e1 AND 50-5ECTION 172 - EXTERIOR LIGHTING THESE DRAHW55 AND ACGOMPANYIN6 SPEGIFIGATION5,A5 INSTRUMENT'S OF SERVICE,ARE THE EXGLU5IVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHAM BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REt15E REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERMI5510N FROM THE ARGHI7EGT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE R)=5TRIGTIONS. of 5 i SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES - STANDARDS FOR PRIVATE WATER SYSTEMS 41 APPLICABILITY MOb.4-5 GA51NG5,SCREENS.DROP PIPES AND WELL SEALS CONTINUED: 6406.4-IO INTRODUCTION CONTINUED: M06.4-13 WATER QUALITY ANALYSIS CONTINUED �'• TABLE 4,ALTERNATIVES WHEN TEST WELL WATER QUALITY 15 UNSATISFACTORY CONTINUED THE REGULATIONS CONTAINED HEREIN ARE 155UM IN ACCORDANCE WITH SUFFOLK COUNTY SANITARY PITE_E55 ADAPTER5 OR UNITS CERTIFIED BY THE N5F OR WATER SYSTEMS GOUNG{L MUST BE USED ON AFTER THE WELL AND LATERAL HAVE BEEN INSTALLED AND PRIOR TO BACKFILLING,THE APPLICANT TEST WELLS DEEPENED BY UTILIZING OPTIONS A,B,OR G L15TED ABOVE SHALL MEET THE WATER TO AVOID DELAYS IN RECEIVING APPROVALS,WATER SAMPLING SHOULD SE . CODE,ARTICLE 4-WATER SUPPLY, §406.4.TH15 SECTION REQUIRES THAT PRIVATE WATER SYSTEMS ALL WELLS EXCEPT 5UGTION-LIFT SYSTEMS.TAMPER-RESISTANT WATER TIGHT SANITARY WELL SEALS MUST QUALITY STANDARDS LISTED ABOVE IN THIS §406.4-12(B), INCLUDING{I)-(III),OR PERFORMED L SOON AS PRACTICAL. THE WATER SYSTEM MUST HAVE D13EEN 13E CONFORM TO STANDARDS ISSUED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OR GAPS,CONFORMING TO WATER 5Y5TEM5 COUNCIL STANDARD -PAS-2,MUST BE U5ED AT THE NOTIFY THE DEPARTMENT TO INSPECT THE INSTALLATION. IF THE DEPARTMENT ELECTS NOT TO (5) INSTALL A TEST WELL ON EACH PROPOSED LOT IN CONFORMANCE WITH THE REQUIREMENTS D15INFEGTED AND HAVE NO CHLORINE RESIDUAL AT THE TIME OF SAMPLING. SAMPLES MEREiN AFTER REFERRED TO AS THE DEPARTMENT),AS WELL AS TO MINIMUM NEW YORK STATE TOPS OF CASINGS OR PITLE55 UNITS. WELLS MUST BE FIN15HED A MINIMUM OF i FOOT ABOVE GRADE PERFORM AN INSPECTION,THE EXCAVATION MAY BE BAGKFILLEP. BAGKFILLINC715 PROHIBITED CONTAINED IN §406.4-I2(A) HATER QUALITY PARAMETERS MUST COMPLY WITH THE GUIDELINES FOR MICRO BIOLOGICAL ANALYSIS MUST BE COLLECTED WHEN THE ENTIRE WATER REQUIREMENTS CONTAINED IN IENYGRR APPENDIX 5-5 TITLED RURAL WATER SUPPLY FOR ITEMS AND 2 FEET ABOVE ANY POSSIBLE FLOOD LEVEL. WITHOUT THE PRIOR CONSENT OF THE DEPARTMENT.THE DEPARTMENT RESERVES THE RIGHT TO AND MAXIMUM CONTAMINANT LEVELS(MGUS)CONTAINED IN PART 5 OF THE NEW YORK STATE SYSTEM 15 COMPLETE. WATER 5Y51ET1 DI5INFEGTION SHALL BE REQUIRED TO BE NOT GOVERED BY THE DEPARTMENT'S STANDARDS. INSPECT THE SYSTEM AT ANY TIME PRIOR TO FINAL APPROVAL: SANITARY CODE,EXCEPT THE COMBINED IRON AND MANGANESE GONGENTRA EW WHICH SHALL NOT X406.4-6 WELL LATERALS ON INDIVIDUAL O MG/L, L BUILDING LOTS(SEE §406.4-12(D)). IF WATER QUALITY EXCEEDSREPEATED,OR SYSTEM MODIFICATIONS MADE, IF THE MICRO BIOLOGICAL ANALYSIS 15 A PRIVATE WATER SYSTEM 15 DEFINED IN ARTICLE 4 AS ANY 5Y5TEM TO PROVIDE DRINKING WATER LATERAL LINES BETWEEN THE WELL AND DWELLING OR STRUCTURE MUST HAVE A MINIMUM I.D.OF X4064-1I ACGE55 TO PU13LIG WATER(COMMUNITY WATER SUPPLY? EXCEED ILUNSATISFACTORY, WATER ANALYSES SUBMITTED FOR FINAL APPROVAL MUST BE OTHER THAN THAT SECURED FROM A PUBLIG WATER 5Y5TEM(COMMUNITY OR NON-GOMMUNITY). 0.75 INCHES,BE FIRMLY ATTACHED TO THE WELL GA51NG5,AND MEET THE FOLLOWING REQ'MT5: ALL APPLICATIONS TO INSTALL OR USE A PRIVATE WATER SYSTEM MUST INGLUDE EVIDENCE THESE STANDARDS ON ANY PROP05ED INDIVIDUAL LOT(5),THAT LOT WILL NOT BE APPROVED A5 A LE55 THAN ONE YEAR OLD. PRIVATE WATER SYSTEMS CONSIST OF WELLS,PIPING,TANKS,WATER TREATMENT DEVIGE5 AND 5AT15FACTORY TO THE DEPARTMENT THAT A COMMUNITY WATER SYSTEM 15 NOT AVAILABLE. BUILDING LOT AND SHALL BE 50 NOTED ON THE 5UBDIV1510N MAP. A COVENANT SATISFACTORY TO APPURTENANCES INTENDED TO SUPPLY DRINKING WATER TO FACILITIES SUCH A5: 51NGLE FAMILY 1.DEPTH-TO PROTECT AGAINST FREEZING,LATERALS MUST BE INSTALLED A MINIMUM OF 54 CONNECTION TO A COMMUNITY WATER 5Y5TEM 15 REQUIRED IF THE 5Y5TEM HAS SUFFICIENT THE DEPARTMENT WILL 13E REQUIRED FOR ANY UNWILDA13LE LOTS. IF FUTURE TESTING BY THE TABLE 5 -WATER QUALITY ANALY515 : DEPARTMENT SHOWS AG , CAPACITY TO SERVE THE APPLICANTAND IF ANY OF THE FOLLOWING APPLY: WATER QUALITY,OR IF PUBLIC, WATER BECOMES AVAILABLE,THE RESIDENCES,MULTIPLE RESIDENCES OF FEWER THAN FIVE UNITS,AND NONRESIDENTIAL INCHES BELOW FINAL GRADE. LOT MAY BE APPROVED FOR DEVELOPMENT. INDIVIDUAL LOT TEST WELLS MAY BE DEEPENED TOTAL COLIFORM CHLOROFORM P-15oPROPYLTOLUENE (COMMERCIAL AND INDUSTRIAL)ESTABLISHMENTS 5ERVIN6 AN AVERAGE OF FEWER THAN 25 2. MATERIALS-LATERALS MUST BE CONSTRUCTED OF TYPE "K"GOPPER,OR HIGH DEN5ITY 1.51N6LE-FAMILY RESIDENCE,WHERE WATER MAINS EX15T WITHIN 150 FEET OF THE APPLICANT'S UTILIZING THE REQUIREMENTS OF OPTIONS A, . OR G LISTED T ALTERNATIVE(4), PH CHLOROFORM OROTOLUENE P-15 PROP CHLORIDE PERSONS DAILY,THESE REGULATIONS DO NOT APPLY TO COMMUNITY AND NON-COMMUNITY FU13LIG PLA5IIG CLEARLY LABELED A5 A5TM RATED FOR 100 P51 AND N5F APPROVED FOR POTABLE PROPERTY LINE. SPEGIFIG GENDUGTIVITY 2-GHLOROTOLUENE N- E WATER SYSTEMS,WHICH ARE REGULATED UNDER PART 5 OF THE NEW YORK STATE SANITARY CODE. WATER USE. 2.51NGLE-FAMILY RE51DENGE FOR WHIGH MINIMUM WELL SEPARATION OR DEPTH REQUIREMENTS (6) IN SHORELINE AREAS,WHERE ALL PROPOSED LOTS ARE GREATER THAN 2.0 ACRES AND WHERE NITRATE 4-GHLO OTOLU NE STYRENE 3.5EPARATION - LATERALS MUST BE LOCATED A MINIMUM OF 10 FEET HORIZONTALLY FROM ANY CANNOT BE MET OR UNTREATED WELL WATER QUALITY 15 UNSATISFACTORY AND WATER MAIN5 �5I1 y�� 15 NOT AVAILABLE AT GREATER DEPTHS, INSTALL A TEST WELL ON EACH LOT IN +� SEPTIC ` FREE AMMONIA l,2-DICHLOROBENZENE 111,2-TETRACHLOROETHANE THE STANDARDS FOR PRIVATE WATER SYSTEMS, §406.4-I THROUGH §406.4-q,CONTAINED HEREIN SEWER LINE _:OPTIC SYSTEM MAIN LINE LEACHING POOL OR DRY WELL. EXIST WITHIN 250 FEET OF THE APPLICANT'S PROPERTY LINE. CHLORIDE 1,3-DICHLOROBENZENE 1,1,2,2-T1=TRAGhILOROETHANE APPLY TO ALL NEW WELL INSTALLATIONS AND THE REPLACEMENT OF EXISTING PRIVATE WATER 3.MULTIFAMILY RESIDENCE WHERE WATER MAINS EX15T WITHIN 250 FIST'OF THE APPLIGANT'5 CONFORMANCE WITH THE REQUIREMENTS CONTAINED IN §406.4-12(A),EXCEPT THAT THE TOP OF SYSTEMS,A5 DEFINED IN ARTICLE 4.PROCEDURES DESCRIBED IN §406.4-10 THROUGH §406-4.18 X406.4-1 PUMPING EQUIPMENT4 STORAGE TANKS PROPERTYLIKE. EACH WELL SCREEN SHALL BIRON 1,4-DICHLOROBENZENE TETRAGHLOROETHENEE INSTALLED A MINIMUM OF 20 FEET BELOW THE WATER TABLE. WATER MANGANESE DIGHLORODIFUIOROMETHANE TOLUENE APPLY ONLY TO PRIVATE WATER 5Y5TEM5 PROP05ED TO SERVE NEW CONSTRUCTION. ANY COMMERCIALLY AVAILABLE WATER PUMP SUITABLE FOR THE TYPE OF WELL INSTALLED 15 4.REALTY SUBDIVISION OR DEVELOPMENT WHERE WATER MAINS EX15T WITHIN A DISTANCE QUALITY PARAMETERS MUST COMPLY WITH THE GUIDELINES AND MAXIMUM CONTAMINANT LEVELS M VIDIGHT i AGCEPTABLE,WITH THE FOLLOWING LIMITATIONS: EQUIVALENT TO 150 FEET MULTIPLIED BY THE NUMBER OF PROP05FD LOTS,FROM THE (MGUS) CONTAINED IN PART 5 OF THE NEW YORK STATE SANITARY CODE,EXCEPT THE COMBINED ,2,3-TRIGHLOROBENZENE IRON AND MANGANESE CONCENTRATION WHIGH SHALL NOT EXCEED I.0 MG/L,AS INDIVIDUAL LED 1,2-0IGHLOROEIHANE 1,2,4-TRIG OROET ANENE WHERE A REPLACEMENT PRIVATE WATER SYSTEM CANNOT CONFORM TO THESE REGULATIONS DUE TO APPLICANT'S PROPERTY LINE. LEAD I i-DIGHLOROETFENE I I I-TRICHLOROETHANE PHY51GAL OR FINANCIAL CONSTRAINTS,THE WELL DRILLER AND PROPERTY OWNER MUST COMPLETE 1.5TRAIGHT CENTRIFUGAL SUCTION PUMPS MAY BE USED ONLY WHERE THE DEPTH TO THE 5TATIG 5.COM'EMERGIAL OR INDUSTRIAL BUILDINGS H-TORE WATER RAJN5 EX15T WITHIN 500 FEET OF THE BUILDING LOTS(SEE §406.4-12(D)). IF WATER allALITY EXCEEDS THESE STANDARDS ON ANY us AND 516N A NONCOMPLIANCE NOTIFICATION FORM(AVAILABLE FROM THE DEPARTMENT) 5PEGIFYIN6 LEVEL IN THE WELL 15 20 FEET OR LE55. APPLICANT'S PROPERTY LINE.FOR PROP05ED 5TRUGTURE5 LARGER THAN 5,000 6RO55 PROP05ED INDIVIDUAL LOT(S),THAT LOT WILL NOT BE APPROVED AS A BUILDING LOT AND SHALL BE BENZENE G7RANS 1� ip CHLOO LOROEETlE NE 1�CHLOR�� WHICH PROV151EN(5) OF THESE STANDARDS HAVE NOT BEEN MET.SAID FORM MUST BE SUBMITTED SQUARE FEET,CONNECTION 15 REQUIRED WITHIN A DISTANCE EQUIVALENT TO THE PROPOSED 50 NOTED ON THE SUBDIVISION MAP. IF FUTURE TE5TIN6 BY THE DEPARTMENT 5HOW5 AGGEPTABLE BROMEBENZENE 1,2-DIGHLOROPROPANE TRIGHLOROFLUOROMETHANE 2,REGENERATIVE TURBINE SUCTION PUMPS MAY BE USED ONLY WHERE THE DEPTH TO THE 5TATIG WATER QUALITY OR IF PU13LIG WATER BECOMES AVAILABLE THE LOT MAY BE APPROVED FOR BROMOGHLOREMETHANE o-DIGHLOROPROPANE I ,3TRIGHLOROPROPANE E.6. WITHIN 600 FEET OF A PROPOSED 6,000 , TO THE DEPARTMENT WITHIN bO DAYS OF THE WELL'S COMPLETION. WATER LEVEL IN THE WELL 15 25 FEET OR LESS. SQUARE FOOT BUILDING. DIVIDED BY TEN, DEVELOPMENT,COVENANT5,5AT15FAGTORY r0 THE DEPARTMENT,PROHIBITING ANY FUTURE 13ROMOMETHANE 2,2-0I0HLOROPROPANE 1,2,4-TRIMETHYLBENZENE §,406.4-2 WELL YIELD b.COMMERCIAL OR INDUSTRIAL 5MIV1510N OR DEVELOPMENT WHERE WATER MAIN5 EX15T SUBDIV1510N OF THE PROPERTY ARE REQUIRED FOR ALL LOTS. N-BUTYLBENZENE 1,1-DIGHLOROPROPENE 1,3,5-TRIMETHYLBENZENE 3.JET PUMPS MAYS USED ONLY WHERE LINE DEPTH TO THE )TATIG WATER LEVEL IN THE WELL 15 5EG-BUTYL15ENZENE G151,3-DIGHLOROPROPENE M-XYLENE PRIVATE WATER SYSTEM WELLS SERVING SINGLE FAMILY RESIDENCES MUST BE CAPABLE OF WITHIN A DISTANCE EQUIVALENT TO THE MAXIMUM BUILDABLE SQUARE FOOTAGE ALLOWED PROVIDING A CONTINUOUS YIELD OF AT LEAST 5 GALLONS PER MINUTE,MEASURED AT THE OUTLET OF b0 FEET OR LL-55(AND THE GA51N615 100 FEET OR LE55). DIVIDED 13Y TEN,WHEN MEASURED TO THE GL05BT PROPERTY LINE. WHEN INCREASING THE DEPTH OF TEST WELLS DUE TO UNSATISFACTORY WATER QUALITY,OPTIONS A-G TORT-BUTYLBENZENE TRANS I� DIGHLO� 0-XYLENE THE STORAGE TANK.AN ADDITIONAL YIELD OF 5 GALLONS PER MINUTE MUST BE PROVIDED FOR EACH OUTLINED IN ALTERNATIVE(4) MUST BE STRICTLY FOLLOWED,THE FINDING OF UNSATISFACTORY CARBON TETRACHLORIDE ETHYLBENZENE p-XYLENE S EQUIPMENT MAY BE INSTALLED ONLY AFTER THE WELL HAS BEEN DEVELOPED ADDITIONAL DWELLING UNIT,E.6.,20 GPM FOR A FOUR-UNIT RESIDENCE. PRIVATE WATER 5Y5TEM5 PERMANENT PUMPIPbIF CONNECTION TO A GOM"ITY WATER 5Y5TEM BECOMES FEASIBLE (DUE TO WATER MAIN WATER QUALITY IN A TEST WELL 15 DEEMED A5 HAVING DEMONSTRATED THAT THE AQUIFER SEGMENT GHLOROBENZENE HEXACHLOROBUTADIENE VINYL CHLORIDE AND SILT-FREE WATER HAS BEEN OBTAINED.PUMPS MUST BE EQUIPPED WITH A PRE55URE 5WITGH 15 CONTAMINATED AND 15 UNSUITABLE AS A DRINKING WATER 5OURGE. PULLING THE WELL BACK OR CHLOROETHANE 150PROPYLBENZENE ME MYL_TERT_HUTYL_ETHER SERVING NONRESIDENTIAL ESTABLISHMENTS MUST BE CAPABLE OF PROVIDING A GONTII�JOIJ� YIELD EXTI=N510N5 OR IMPROVED SYSTEM GAPAGITY) PRIOR TO OR DURING CONSTRUCTION OF A PRO.�GT THAT 15 SET TO OPERATE AT A MINIMUM PRESSURE OF 20 P51 WITH A 20 051 DIFFERENTIAL. OF AT LEAST FIVE GALLONS PER MINUTE,MEASURED AT THE OUTLET OF THE STORAGE TANK,PLUS PUMPING EQUIPMENT MUST BE LOCATED IN AN AREA THAT 15 DRY,PROTECTED AGAINST SURFACE PREVIOUSLY APPROVED BY THE DEPARTMENT FOR A PRIVATE WATER SYSTEM,THEN THE APPROVAL MARGINALLY DEEPENING IT WITHIN THE SAME AQUIFER SEGMENT(1055 THAN A 40-FOOT CHANGE IN (MTBE) ANY ADDITIONAL YIELD REQUIRED FOR IRRIGATION OR PROGE551N6 PURPOSES. DRAINAGE AND FREEZING,AND CONVENIENTLY ACCESSIBLE FOR MAINTENANCE AND REPAIR FOR THE PRIVATE WATER SYSTEM 15 VOIDED,AND THE APPLICANT MUST FILE A REVI5F-D PLAN WITH 50REEN 5ETTIN6) 15 NOT PERMITTED. THE DEPARTMENT, NOTE: THE DEPARTMENT MAY REQUIRE THE ANALY515 OF ADDITIONAL PARAMETERS 6406.4-3 WELL LOGpTION INSTALLATION OF F)JMPING EQUIPMENT IN PITS 15 PROHIBITED. REALTY DEVELOPMENTS AND SUBDIVISIONS APPROVED ON THE BA515 OF DEEPENED WELLS SHALL SUCH AS ALDICAR13 OR DAGTHAL. IN ORDER TO PROTECT THE SANITARY AND CHEMICAL QUALITY OF PRIVATE W �ELL5 FROM POTENTIAL 4-12( GENERAL REQUIREMENT5 FOR-TESTS HAVE SPECIAL COVENANT REQUIREMENTS,AND BE 50 NOTED ON THE FINAL MAP. INDIVIDUAL LOT CONTAMINATION 5OURGE5,AND TO FACILITATE ACCESS,MINIMUM HORIZONTAL SEPARATION DISTANCES STORAGE TANKS MUST HAVE A MINIMUM OF&2 GALLONS CAPACITY OR EQUIVALENT. IN ADDITION, A TEST WELL_MAY 13E REQUIRED IN ORDER TO DETERMINE THE SNJITABILITY OF THE USE OF INDIVIDUAL APPROVALS FROM SAID MAP WILL REQUIRE WELLS OF 51MILAR MINIMUM DEPTHS,UNLE55 ADDITIONAL IN GASES OF UNSATISFACTORY WATER QUALITY,A5 DETERMINED BY THE THEY MUST MEET THE FOLLOWING 5TANDARD5: BETWEEN WELLS AND THE CLOSEST PORTION OF THE ITEMS LISTED IN TABLE I MUST BE MAINTAINED: PRIVATE WATER SYSTEMS,WHERE THE DEPARTMENT HAS DETERMINED THAT A PUBLIC WATER TEST WELL(5)DEMONSTRATE SATISFACTORY WATER QUALITY. DEPARTMENT,THE APPLICANT SHALL BE REQUIRED TO MODIFY THE LOGATION 4/ Dr� _Irk ! SUPPLY 15 NOT AVAILABLE OR AGCE551BLE(SEE §406.4-II AGCE55 TO PUBLIC WATER).A TEST WELL DEPTH OF THE TELL..RETESTING TO CONFIRM THE ORIGINAL ANALYSIS 15 ALLO `� C -- �•- I'TABLE I -SEPARATION REQUIREMENTS i.MATERIALS-MUST BE NON CORROSIVE,OR THE WATER CONTACT SURFACE NON-M�TALLIG. oR WELL5 I5 REQUIRED FOR ANY APPLICATION FOR A REALTY 5UBDIVI5ION OR DEVELOPMENT,AND 6�A 12(G) 5PEGIFIG TEST I REC,UIREMENTS FOR pBeopMENT5 PROVIDED THE SAMPLING PROGEDURE5 IN §406.4-13 WATER QUALITY ANALYSI �T 3 � 2���1 �il FOUNDATIONS 10 FEET(SEE NOTE I) - MAY BE REQUIRED FOR INDIVIDUAL LOTS. IN ORDER TO DETERMINE THE DEPTH AT WHICH THE BEST TEST WELL REQUIREMENTS FOR DEVELOPMENTS(2 TO 4 LOTS) MAY ALLOW THE APPLICANT AN FOLLOWED, IF THE APPLICANT GAN DEMONSTRATE TO THE DEPARTMENT'S 2. PRESSURE GAUGE - MUST BE INSTALLED AT THE PUMP OR TANK. 5AT15FACTION THAT POTABLE WATER 15 NOT AVAILABLE ON THE PARCEL THE v I I LEACHING POOLS(ON 4 OFF-SITE) 150 FEET(SEE NOTE 2) WATER QUALITY 15 AVAILABLE,APPLICANTS MAY PERFORM EXPLORATORY DRILLING BY INSTALLING ADDITIONAL ALTERNATIVE OTHER THAN TNO�.,E OUTLINED FOR REALTY SUBDIVISIONS. TEST HELLS �'�' C �t Town PROPERTY LINES 1 FOOT TEST WELLS AT VARIOUS DEPTHS AND PRE-TEST WATER QUALITY,PRIOR TO REQUESTING ANALYSES SHALL BE INSTALLED IN ACCORDANCE WITH THE GENERAL REQUIREMENTS CONTAINED IN §406.4-12(A). DEPARTMENT MAY ALLOW THE INSTALLATION OF WATER TREATMENT. SEPTIC TANKS 15 �T 3. AIR VOLUME CONTROL VLV- MUST BE PROVIDED ON TANKS NOT CONTAINING DIAPHRAGMS. BY THE DEPARTMENT. Punning Beard _1.1 i 51EWER LINES M 5EPTIG SYSTEM MAIN LINES 50 FEET 4.5HUT-0FF VALVE -MUST BE INSTALLED ON THE OUTFLOW 51DE OF THE TANK. A MINIMUM OF ONE INITIAL TEST WELL SHALL BE INSTALLED ON THE PROPERTY. IN GENERAL,HERE §40b.4-14 WATER TREATMENT FOR INDIVIDUAL LOTS t() STORM DRAINS,CATCH BASINS,5UMP5, TEST WELLS SHALL BE LOCATED ON THE 5UBJECT PARCEL.WATER QUALITY TESTS FROM NEARBY OR ONE OR MORE SMALLER LOTS ARE PROPOSED TO BE DIVIDED FROM A MUCH LARGER PARGEL,THE INSTALLATION OF WATER TREATMENT MAY BE ALLOWED BY THE DEPARTMENT ONLY RECHARGE BA51N5 4 DRAINAGE DITCHE5 50 FEET COMPLETE DRAINAGE OF THE TANK,AND TO PROVIDE SAMPLING ACCE0SS55. ADJACENT PARCELS ARE NOT ACCEPTABLE AS PROOF OF LOCAL WATER QUALITY.AN EXISTING WELL MUST BE INSTALLED ON ONE OF THE PROP05M SMALL LOTS.THE APPLICANT 15 RESPONSIBLE WHERE IT HAS BEEN DEMONSTRATED THAT DEEPENING OR RELOCATING THE WELL IS P-4Q d)WASHING MACHINE DRY WELLS 100 FEET 5.DRAINAGE VALVE - MUST INSTALLED ON THE TANK SIDE OF THE St . VALVE TO ALLOW WELL ON THE PARCEL GAN BE UTILIZED AS A TEST WELL, IF THE WELL CAN BE DOCUMENTED TO MEET TO ENSURE THE PROPER LOCATION OF ANY TEST WELL5 TO BE USED AS A FUTURE 5OURGE OF NOT FEASIBLE.THE APPLICANT MUST SUBMIT A PLAN INDICATING THE TYPE OF el DEPARTMENT STANDARDS,AN UNTREATED OR UNFILTERED SAMPLE TAP MUST BE AVAILA13L.E FOR POTABLE SUPPLY. TREATMENT PROPOSED,AND THE METHOD OF DISPOSAL OF BACKWASH WATER OR �T� NOTE I -ALL PRIVATE WATER 5Y5TEM WELLS MUST BE LOCATED OUT51DE OF BUILDIN65 AT LEAST TESTING. F-+-�t N X406.4-8 DISINFECTION OTHER WASTES,THE 5UBM15510N i�M15T INCLUDE A GERTIFIGATiON FROM THE FIVE FEET BEYOND ANY ROOF OVERHANG AND TEN FEET FROM FOUNDATION WALLS.NYSDEG ALL ACCESSIBLE WATER SUPPLY APPURTENANCES MUST BE THOROUGHLY D151NFECTEID WITH A WATER ANALYSES FOR INORGANIC CHEMIGAL CONTENT,VOLATILE ORGANIC,COMPOUNDS AND MANUFACTURER OR SELLER THAT: V m REGULATIONS ON TERMITIGiDE APPLICATIONS PROHIBIT TREATMENT WHERE WELLS ARE LE55 THAN 10 STRONG CHLORINE SOLUTION MADE BY MIXING THREE QUARTS OF HOUSEHOLD BLEACH WITH TEN TEST WELLS SHALL BE CONSTRUCTED IN AGGORDANCE WITH ALI- DEPARTMENT STANDARDS, IF THEIR PESTICIDES MUST COMPLY WITH NY5 MGUS AND 6UIDELINE5,EXCEPT AS NOTED IN REQUIREMENTS FEET FROM FOUNDATION WALLS,AND RESTRICT TREATMENT WHERE WELLS ARE LOCATED 10 To 25 GALLONS OF WATER 015INFEGTION 15 ACCOMPLISHED AS FOLLOWS: EVENTUAL USE FOR POTABLE WATER SUPPLY 15 ANTICIPATED. (1) THROUGH (111)SPECIFIED IN §406.4-l2(B), I. THE DEVICE MOTS ALL DEPARTMENT AND NY5 STANDARDS. p/ Q "z FEET AWAY.THEREFORE,A DISTANCE OF 25 FEET BETWEEN WJ15 AND FOUNDATION WALLS IS 2. THE DEVICE 15 GUARANTEED TO PROVIDE POTABLE WATER FOR A PERIOD OF rT� ,t )- RECOMMENDED,ALTHOUGH NOT STRICTLY REQUIRED, IN ORDER TO PROTECT TIE SANITARY AND CHEMICAL QUALITY OF THE PROPOSED WATER SOURCE AT LEAST ONE YEAR, W � X x I.POUR THE CHLORINE SOLUTION INTO THE WELL - IF WATER QUALITY 15 UNSATISFACTORY A5 SHOWN BY THE DEPARTMENT'S ANALYSES THEN THE USE BASED UPON THE RAW WATER '--� AND TO PROVIDE A REA50NABLE MARGIN OF SAFETY IN THE EVENT OF FUTURE WATER QUALITY 3.THE EXPECTED OPERATIONAL LIFE OF THE UNIT, OF PRIVATE WELLS WILL NOT BE APPROVED.ALTERNATIVES(1),(3),(4),(5) AND(b) AS L15TED IN ILI LL NOTE 2 -ENTS CONTAINED AINE RESIDENTIAL LOTS WHICH ARE EXEMPT FROM THE MINIMUM LOT SIZE 2• CONNECT PIPING AND OPERATE PUMP UNTIL A CHLORINE ODOR 15 OBSERVED AT ALL TAPS. DEGRADATION,TEST WELLS SHALL MEET THE FOLLOWING MINIMUM STANDARDS: TABLE 4 ARE AVAILABLE TO THE APPLICANT. IN THE EVENT THAT THESE ALTERNATIVES DO NOT ANALYSIS,MUST BE INDICATED,50 THAT THE HOMEOWNER WILL KNOW WHEN E--1 X z REQUIREMIENTS CONTAINED IN ARTICLE 6, §160-60g OF THE SUFFOLK COUNTY SANITARY CODE,AND PROVIDE ACCEPTABLE RIOTER QUALITY,OR DUE TO THE DEPARTMENT'S KNOWLEDGE OF WATER FILTER MAINTENANCE IS REQUIRED. 51N61 F-FAMILY LOTS INDICATED ON REALTY SUBDIVISION OR DEVELOPMENT MAPS APPROVED BY I. THE TOP OF EACH WELL SCREEN MUST BE INSTALLED A MIIIIMUM OF 40 FEET BELOW THE WATER Q 3.D15GONNEGT THE WELL PIPING AND ADD ANOTHER TEN GALLONS OF GHLORINE SOLUTION. QUALITY CONDITIONS PREVALENT' IN THE AREA,THE DEPARTMENT MAY ALLOW THE APPLICANT THE USE M LD 7- Q THE DEPARTMENT PRIOR TO MARCH i, AN REQUIRE THAT A MINIMUM HORIZONTAL SEPARATION OF 100 TABLE. OF PRIVATE WELLS WITH AN APPROVED WATER TREATMENT DEVICE PROVIDED ALL PARCELS ARE WATER TREATMENT UNITS MAY NOT BE INSTALLED WITHOUT PRIOR APPROVAL OF THE = lf� FEET BE PROVIDED BETWEEN THE WELL AND THE CLOSEST EDGE OF ALL LEACHING POOLS. WHERE 2.THE MINIMUM TOTAL DEPTH OF EACH WELL MUST BE r":T LEAST 50 FEET. DEPARTMIENT, AFTER INSTALLATION AND DISINFECTION OF THE DEVICE,SAMPLING IS Q < U) SUCH SEPARATIONS ARE PHYSICALLY IMPOSSIBLE TO ATTAIN,CONNECTION TO PUBLIC WATER WILL BE 4,RECONNECT WE PIPING AND RUN THE PUMP FOR TETE 5ECONDS. GOVEJANTED PROHIBITING ANY FUTURE SUBDIVISION OF THE PROPERTY,UNLE55 WATER 5ERVIGE FROM REQUIRED FOR AFTER OTAL COLIFORM AND THE PANFECTI N O TO BE TREATED OR 6 Ua Q A GEMMUNIY WATER SUPPLY 15 PROVIDED(SEE 006.4-q TREATMENT AND §406.4-15 REQUIRED IF AVAILABLE WITHIN 250 FEET OF ANY PROPERTY LINE(SEE §406.4 - 11 ACCESS TO PRIOR TO SAMPLING BY THE DEPARTMENT,THE WELL DRILLER-,;.}ALL PROVIDE THE DEPARTMENT WITH FILTERED,AS A DEMONSTRATION OF EFFICACY.THE RENTAL OR LEASE OF WATER 1� ,6 5. ALLOW THE W:LL TO STAND IDLE FOR A MINIMUM OF 51X HOURS(24 HOURS IF POSSIBLE,). PUBLIC WATER). IF PUBLIC WATER 15 NOT AVAILABLE,A WELL MAY BE INSTALLED WITH LE55 THAN A 51GNED CERTIFICATION CONTAINING WELL LOG DATA,INr.Lvi:;IJ6 THE DEPTH OF THE WELL, COVENANTS)' TREATMENT EQUIPMENT TO COMPLY WITH THE5E STANDARDS 15 NOT PERMISSIBLE. (O 100 FEET SEPARATION BETWEEN WELL AND LEACHING POOL WITHOUT A VARIANCE FROM THE ELEVATION OF THE WATER TABLE,5CR�IED INTERVAL,i,ND c'r`-j-MER PERTINENT INFORMATION §406A- 12(D)SPF §4064-15 GOYENANTS F�+-q to N 6. PUMP TO WA5'fE UNTIL THE SYSTEM 15 FREE OF ALL CHLORINE ODORS AND TASTES. DEPARTMENT PROVIDED THAT: REQUIRED BY THE DEPARTMENT. SPECIFIC TE-5T WELL REQUIREMENTS FOR INDIVIDUAL LOTS TE5T WELL REQUIREMENTS FOR INDIVIDUAL BUILDING LOTS IN SINGLE AND SEPARATE OWNERSHIP IF THE D TREATMENT ALLOW THE APPLICANT ALTERNATIVES OTHER THAN TH05E OUTLINED FOR REALTY SUBDIVISIONS AND ALL INDIVIDUAL PRIVATE WATER SYSTEMS APPROVED 13YHA THE DEPARTMENT WITH A � `O 1.THE MAXIMUM ATTAINABLE HORIZONTAL SEPARATION IS MAINTAINED,WITH A MINIMUM IF THE DEPARTMENT DETERMINES THAT WATER TREATMENT 15 NECESSARY,THE EQUIPMENT TEST WELLS`'H�- �PUMPED FOR ONE HOUR A7 TEN GALL ON:)PER MINUTE IMMEDIATELY PRIOR TO WATER TREATMENT DEVICE OTHER THAN A POLYPHOSPHATE FEEDER REQUIRES THAT DEVELOPMENTS. TEST WELLS SHALL BE INSTALLED IN AGGORDANGE WITH THE GENERAL THE APPLICANT FILE A COVENANT WITH THE SUFFOLK COUNTY CLERK.THI5 COVENANT 2- J SEPARATION OF AT LEAST 65 FEET,AND INSTALLED MUST BE CAPABLE OF PRODUCING WATER MEETING ALL APPLICABLE DRINKING WATER SAMPLING,UNLESS OTHERWISE SPECIFIED BY THE DEPARTMENT. THE APPLICANT OR THEIR AGENT 2.THE DEPTH OF THE WELL SCREEN BELOW THE WATER TABLE 15 INCREASED ACCORDING TO THE MAXIMUM CONTAMINANT LEVELS(MGUS) AND GUIDELINES DURING MAXIMUM WATER FLOW MUST CONTACT THE DEPARTMENT TO ARRANGE AN APPOIMT*iETLT FOR THE TESTING. REQUIREMENTS CONTAINED IN §406.4 - 12(A).THE DEPARTMENT MUST APPROVE,AND MAY SPECIFY, MUST BE SATISFACTORY TO THE DEPARTMENT AND STATE THAT: 5GHE7ULE CONTAINED IN TABLE 2.FOR EXAMPLE: IF THE WELL GAN BE LOCATED ONLY 70 FEET THE TEST WELL LOCATION AND DEPTH, THE WELL MUST BE CONSTRUCTED IN AGGORDANGE WITH THESE HORIZONTALLY FROM THE NEAREST LEACHING POOL,AND THE DEPTH TO GROUNDWATER 15 LE55 WHOLE-HOU5E TREATMENT 15 REQUIRED FOR: IRON(FE),MANGANESE(MN),GHLORIDE5,VOLATILE TEST WELLS SHALL NOT BE ADULTERATED WITH WATER FROM ANOTHER SOURCE,TREATED WITH STANDARDS IF THE EVENTUAL USE FOR POTABLE WATER SUPPLY 15 ANTICIPATED. I.THE QUALITY OF THE UNTREATED WATER SUPPLY EXCEEDED D �ii � RINKING WATER THAN 100 FEET,THEN THE TOP OF THE WELL 5GREEN MUST BE INSTALLED A MINIMUM OF 130 ORGANIC GOMPOUN05(VOGS),AND ALDIGARB RESIDUES.NITRATE TREATMENT MAY BE PROVIDED GHEMICAL5,OR CHLORINATED PRIOR TO SAMPLING,BY THE DEPARTMENT, MGUS OR GUIDELINES AT THE TIME OF SAMPLING,AND TO A SINGLE TAP,AND MUST BE CAPABLE HAE OF PRODUCING A MINIMUM G TEN GALLONS PER DAY OF A TEST WELL MAY BE REQUIRED ON ANY INDIVIDUAL BUILDING LOT.PRIOR TO THE ISSUANCE OF AN 2.OCCUPANCY WILL NOT OGGUR PRIOR TO,THE INSTALLATION OF A TREATMENT E_OINEER: FEET BELOW THE WATER TABLE. TREATED WATER TABLE 3 LI515 THE WATER TREATMENT METHODS AGGEPTED BY THE DEPARTMENT ALL WATER SAMPLING AND ANALYSES WILL BE PERFORMED BY THE DEPARTMENT PROVIDED APPROVAL TO GON5TRUGT FOR WHICH THE DEPARTMENT HAS DETERMINED THAT PUBLIC WATER 15 NOT SYSTEM APPROVED BY THE DEPARTMENT. p1= N� FOR SPECIFIC WATER QUALITY PROBLEMS.THE DEPARTMENT MAY APPROVE OTHER TYPE5 OF WATER PROPER APPLICATION TO THE DEPARTMENT HAS BEEN MADE AND TESTING FEES HAVE BEEN PAID. ACCESSIBLE,AND WHERE: §,406.4-4 WELL DEPTH �,,� �- THE TOTAL MINIMUM WELL DEPTH REQUIRED 15 50 FEET.THE Top OF THE WELL SCREEN MUST BE TREATMENT EQUIPMENT ON A GA5E-BY-GA5E BASIS, IF PROOF OF OPERATIONAL EFFIGIENGY ANALYTICAL RESULTS WILL BE DEEMED VALID FOR ONE YEAR FROM THE DATE OF SAMPLING, IF ALL REALTY 505DIV1510N5 OR DEVELOPMENTS APPROVED BY THE DEPARTMENT WITH P EY T e, INSTALLED AT LEAST 40 FEET BELOW THE WATER TABLE.FOR INDIVIDUAL LOTS WHERE THE ACGE'TABLE TO THE DEPARTMENT 15 PROVIDED. FINAL APPROVALS ARE NOT OBTAINED WITHIN ONE YEAR OR IF APPROVALS HAVE EXPIRED,NEW I.A PRIVATE WELL MAY 13E VULNERABLE TO CONTAMINATION OR, / �i C� SALTWATER INTERFACE 15 ENCOUNTERED LE55 THAN 40 FEET BELOW THE WATER TABLE,THE WELL ANALY5E5 OF ALL TEST WELLS MAY BE REQUIRED, 2. THE QUANTITY OF FRESH WATER 15 LIMITED DUE TO THE PROXIMITY OF SALT WATER. PRIVATE WELLS ARE REQUIRED TO HAVE A REVENANT PLACED QUIRE UPON ALL PARCELS. / ' INSTALLATION OF DEEP WELLS OR WATER TREATMENT REQUIRES SPECIAL COVENANT ,- ,a} j r'r�, �' �` SCREEN MAY BE INSTALLED AT A SHALLOWER DEPTH(WIITHOUT A VARIANCE FROM THE DEPARTMENT) TABLE 3- WATER TREATMENT lAN6UA6E. A COMPLETE SET OF ALL WATER ANALY5E5,EXECUTED COVENANTS,TITLE � ; ; -. �� J Ir WATER QUALITY PARAMETERS MUST COMPLY WITH THE MAXIMUM CONTAMINANT LEVELS(MGUS) CERTIFICATIONS,AND LETTERS OF CONSENT OF LIEN AND MORTGAGE HOLDERS MUST `2 �� ,, -i d <J, PROVIDED THAT: WATER §406.4-12(B) SPECIFIC TEST WELL REQUIREMENTS FOR REALTY�iUBDNISI0N5 CONTAINED IN PART 5 OF THE NEW YORK STATE SANITARY GODS EXCEPT THE COMBINED IRON AND BE SUBMITTED TO THE DEPARTMENT FOR REVIEW BY THE COUNTY ATTORNEY PRIOR TO ��' .�-- I.THE TOP OF THE WELL. SCREEN 15 AT LEAST 10 FEET BELOW THE WATER TABLE,AND QUALITY PROBLEM TREATMENT FOR REALTY 5MIV1510N APPLICATIONS(5 LOTS OR MORE),THE DEPARTMENT WILL SPECIFY THE � 2.THE HORIZONTAL SEPARATION BETWEEN THE WELL 4 ALL LEACHING POOLS i5 AT LEAST 150 FEET. FE = 0.3 -O,qq M16,�. 1,2,3,4 TEST WELL LOCATIONS.ONE TEST WELL 15 REQUIRED PER 10 ACRE-5 OR 10 SUBDIVISION LOTS,WITH A MANGANESE CONCENTRATION WHICH SHALL NOT EXCEED 1.0 M6/L. INDIVIDUAL LOT TEST WELL5 RECORDING.COMPLETE INSTRUCTIONS AND MODEL COVENANTS MAY BE OBTAINED �C,oR 7 '93 P��" MN = 03 -O.qq M6,2 1,2,3 WHICH MEET MGUS WITH THE EXC�TION OF IRON AND MANGANESE UP TO A COMBINED FROM THE DEPARTMENT.LEGENDS REGARDING COVENANT LANGUAGE MUST APPEAR � or N MINIMMIM OF 2 TEST WELLS FOR ANY SUBDIVISION. TEST WELLS SHALL BE INSTALLED IN FE +MN = 03 O.qq MG/L 1,2,3 CONCENTRATION OF 5.0 M6/L,MAY BE APPROVED PROVIDED THAT WATER TREATMENT IS INSTALLE=D ON ALL REALTY 50DIV15ION AND DEVELOPMENT MAPS. Es s ti o�� §,406.4-5 GA51NG5.5GREENS.DROP PIPES M WELL SEALS FE = I.0 -5.0 MG/L 2 3 4 CONFORMANCE WITH THE GENERAL REQUIREMENTS INCLUDED IN §406.4-12(A). ALL WELLS MUST BE INSTALLED VERTICALLY.THE APPLICANT MUST RECEIVE PRIOR APPROVAL FROM : AND APPROPRIATE COVENANTS ARE FILED(SEE §406.4-q TREATMENT AND §406.4-15 THE DEPARTMENT BEFORE PROCEEDING IF A VERTICAL WELL 15 NOT POSSIBLE. MN = ID -5.0 MG/L- 2,3 WATER ANALY5E5 FOR INORGANIC CHEMICAL CONTENT,VOLAT;_ ORGANIC,COMPOUNDS,AND COVENANTS), 640(2.4-Ib CERTIFICATIONS JEFFREY T. BUTLER,PE.FE +MN = I.0 -5.0 M6/L 2,3 PESTICIDES MUST COMPLY WITH THE GUIDELINES AND MAXIMUM CONTAMINANT LEVELS(MGUS) THE APPLICANT MUST PROVIDE THE DEPARTMENT WITH A COPY OF THE LONG TABLE 2 -SEPARATION 015TANGE 4 WELL DEPTH NITRATE = IO -20146/L 5,6 CONTAINED IN PART 5 OF THE NEW YORK STATE SANITARY CODE,EXCEPT AS L15TED BELOW, IF WATER QUALITY PARAMETER5 OTHER THAN IRON AND MANGANESE EXCEED MGL'5,A5 5HOWN BY 15LAND WELL COMPLETION REPORT SUBMITTED To THE NEW YORK STATE Q DEPTH OF WATER MAXIMUM ATTAINABLE REQUIRED WELL 5GREEN CHLORIDE> 250 MG/L b THE DEPARTMENT'S ANALYSIS,THE USE OF A PRIVATE WELL WILL NOT BE APPROVED. IN SUCH CASES, DEPARTMENT OF ENVIRONMENTAL CONSERVATION.THE REPORT MUST • • -1 TABLE BELOW GRADE HORIZONTAL SEPARATION DEPTH BELOW WATER TABLE VOGS OR ALDIGAR3 EXCEEDING 5TANDARD5 7 I. THE ARITHMETIC MEAN NITRATE CONCENTRATION OF ALL WELLS TESTED(ON THE SAME DAY) AT THE FOLLOWING ALTERNATIVES ARE AVAILABLE TO THE APPLICANT OF AN INDIVIDUAL LOT: INDICATE: A LOG OF THE WELL;THE 5TATIG WATER LEVEL IN THE CASING;THE tP4 ( 100 FEET qOl 40' THEIR FINAL SCREEN SETTING SHALL NOT EXCEED 6.0 MILLIGRAMS PER LITER(MG/L),AND NO DEPTH TO THE TOP OF THE WELL 56RF_EN FROM THE LAND 5URFAGE;THE Q p 8,0 10' TYPES OF TREATMENT WELL MAY EXCEED THE NITRATE MGL,AND I. EXTEND PUBLIC WATER TO THE LOT,OR DEPTH OF THE 5ALTWAIEER INTERFACE(IF ENCOUNTERED);WELL MATERIALS, �L M v -) 80' 100' I. ION EXCHANGE (FEEDER 11,THE CHLORIDE CONCENTRATION SHALL NOT EXCEED 100 MG/L IN ANY WELL AND 2.CHANGE THE WELL DEPTH(A MINIMUM DEPTH OF 40 FEET TO THE TOP OF THE WELL SCREEN MUST LENGTHS AND DIAMETERS(CASING 5GREEN AND DROP PIPE);TYPE AND � U) 70' 130' 2. ION A551U MGE(WA1TA2 ATE/FISOFTETRER) III. THE COMBINED IRON AND MANGANESE CONCENTRATION 5HALL NOT EXCEED I,o MGA- IN ANY BE MAINTAINED) AND REPEAT THE COMPLETE WATER ANALYSIS,OR MODEL PITLE55 ADAPTER;PACKER MATERIAL, IF USED;PUMP U 51ZE AND TYPE;PUMP LOCATION AND DEPTH FROM LAND 5URFAGE;DRILLING LL CD b5' 145' . POTASSIUM PERMANGANATE/FILTRATIEN WELL. 3.RELEGATE THE WELL AND REPEAT THE COMPLETE WATER ANALY515(A MINIMUM DEPTH OF 40 METHOD;AND WF1L YIELD.THE REPORT MUST ALSO ATTEST TO ANY OTHER � Q § ):: 4.OXIDATION/FILTRATION FE=T TO THE TOP OF THE WELL 5GREEN MUST BE MAINTAINED). Q 100 TO 200 FEET CIOfoo4.01 5. DISTILLATION IF WATER QUALITY FAIL5 TO MEET THE STANDARDS ITEMIZED AI3OVE THEN THE USE OF PRIVATE 4. IN SHORELINE AREAS WHERE FRESH WATER 15 NOT AVAILABLE AT GREATER DEPTHS,THE TOP WORK PERFORMED INCLUDING: DEPTH MATERIAL AND DIAMETER OF THE w Z fV Q L11 g0' 60' b. OSMOSIS WELLS WILL NOT BE APPROVED. THE ALTERNATIVES I THROUGH b LISTED IN TABLE 4 ARE AVAILABLE OF THE WELL 5GREEN MAY BE INSTALLED A MINIMUM OF 10 FEET BELOW THE WATER TABLE, WELL LATERAL.;SIZE AND TYPE OF STORAGE TANK;TYPE,MAKE AND MODEL z CD } 80' 8O� 7. 6RAN11AR AGTIVAIIED CARBON* TO THE APPLICANT TO PROCEED WITH THE PROP05ED REALTY SUBDIVISION. PROVIDED A MINIMUM 015TANGE OF 150 FEET 15 MAINTAINED TO ANY LEACHING POOL,AND ALL OF WATER TREATMENT UNIT;AND,WATER SYSTEM DISINFECTION. INFORMATION w k Qj Q Z Q 60, 100' *GAG TREATMENT MUST COMPLY WITH APPENDIX 75-B OF PART 75,TITLE 10 OF THE NEW YORK OTHER REQUIREMENTS OF THESE STANDARDS ARE MET. MAY BE L15TED ON THE REVERSE OF THE REPORT,OR ADDITIONAL SHEETS Ix x Q Q F- � W b5 110 TABLE 4.ALTERNATIVES WHEN TEST WELL WATER QUALITY 15 UNSATISFACTORY MAY BE ATTACHED.THE REPORT MUST 13E SIGNED IN THE APPROPRIATE W t < LL STATE=HEALTH DEPARTMENT ADMINISTRATIVE RULES AND REGULATIONS(AVAILABLE FROM THE PLACES BY A LICENSED WELL DRILLER AND/OR PLUMBER ~ ' Q I DL R IN THE EVENT THAT THESE ALTERNATIVES DO NOT PROVIDE ACCEPTABLE WATER QUALITY OR DUE TO '� � V Q >200 FEET 0 4O' DEPARTMENT).501 (1) EXTEND PUBLIC WATER TO SERVE ALL PROPOSED LOTS,OR THE DEPARTMENT'S KNOWLEDGE OF WATER QUALITY CONDITIONS PREVALENT IN THE AREA,THE CERTIFYING ALL WORK PERFORMED BY EACH. = Q Q DEPARTMENT MAY ALLOW THE APPLICANT THE USE OF A PRIVATE WELL WITH AN APPROVED WATER J �o' bo' PROGEDURE51=0R NEW CONSTRUCTION TREATMENT DEy1GE,PROVIDED Al10THER REQUIREMENTS OF THESE STANDARDS ARE MET,AND THE &40b.4-11 FINAL,. APPROVAL 6 0. W O (2J GENSTRUGT AN ON-5111=COMMUNITY WATER 5Y5T1=M Mf_EEI'�:•.�ALL APPLIGABL.E NEW YORK STATE FINAL APPROVAL OF PRIVATE WATER 5Y5T1=M5 FOR NEW CONSTRUCTION WILL 70' 70' AND SUFFOLK COUNTY STANDARDS,OR APPROPRIATE COVENANTS ARE FILED(5EE §406.4-q TREATMENT AND §406.4-15 Z O 65' 75' &406.4-10 INTROD�IGITON GOyENp,NTS), BE ISSUED UPON SUBMISSION OF ALL REQUIRED DOCUMENTATION, INGLUDIN6: Z NO PER50N MAY CONSTRUCT A PRIVATE WATER SYSTEM TO SERVE NEW GON5TRUGTION WITHOUT FIRST (3) REGONFI6URE THE SUBDIVISION 50 THAT ALL LOTS ARE GREATER THAN 5.0 ACRES. No A5-BUILT 5URVEYS WATER QUALITY ANALYSES COMPLETION REPORTS,WELL CASINGS MUST BE MADE OF STANDARD WEIGHT STAINLESS,BLACK OR GALVANIZED STEEL,OR � Lv J J PLASTIC HAVING APPLIED FOR AND RECEIVED AN APPROVAL FROM THE DEPT.AN APPROVAL TO ADDITIONAL TEST WELLS ARE REQUIRED FOR SUBDIVISION APPROVAL. LOTS MUST BE GOVENANTED &406.4-13 WATER QUALITY ANA,LY515 DRILLER CERTIFICATION,AND COVENANTS WHERE REQUIRED(5EE t-4 Q 1' 'd- MEETING STANDARDS OF THE NATIONAL SANITATION FOUNDATION(NSF)AND THE AMERICAN CON5TRUGT WILL BE GRANTED ONLY WHERE THE DEPARTMENT HAS MADE A DETERMINATION THAT NO AGAINST FURTHER 5LDIV1510N,UNLE55 WATER SERVICE FROM A COMMUNITY SUPPLY 15 PROVIDED, WATER QUALITY OF ALL PRIVATE WATER SYSTEMS FOR NEW CONSTRUCTION MUST BE TESTED,AT THE DEPARTENT BULLETINS FOR INFORMATION).FINAL APPROVALS WILL BE W N 1- LLL � i PUBLIC WATER 5UPPLY I5 AVAILABLE(5EE §406.4-I1 AGGE55 TO PUBLIC, WATER), OR APPLICANT'S EXPENSE,AS A CONDITION FOR RECEIVING FINAL APPROVAL FROM THE DEPARTMENT. INDICATED ON COPIES OF THE FINAL SURVEY,WHICH MAY BE SUBMITTE=D TO � � X Q IL Q 13 SOCIETY FOR TESTING AND MATERIALS(ASTM). THE 5AMPLIN6'AND ANALY515 MUST BE PERFORMED BY A NEW YORK STATE APPROVED LABORATORY THE MUNI IPAL BUILDING DEPARTMENT A5 PART OF THEIR REQUIREMENTS TO Q 0 k) In () N WELL SCREENS MUST BE CONSTRUCTED OF NON-CORRO51VE MATERIAL5;5TAINLE55 STEEL.. 15 APPLICANTS ARE REQUIRED To FOLLOW THE PROCEDURES SPECIFIED, IN THE APPROPRIATE (4) DEEPEN T405E TEST WFLLN THAT EXCEED THE DEPARTMENT'S WATER QUALITY STANDARDS (LISTING AVAILABLE FROM THE DEPARTMENT). CERTIFICATE OF OCCUPANCY. W � 't Q PRERRED.SCREENS MUST BE SECURELY ATTACHED TO THE CASING.THE USE DF LEAD PACKERS 15 DEPARTMENT BULLETIN FOR 51N6LE-FAMILY RESIDENTIAL CONSTRUCTION,OR OTHER THAN AGGORDIN6 TO OPTIONS A,B,OR G L15TED BELOW. H — 51NGLE-FAMILY RE51DENTIAL GON5TTRUCTION.THE APPLICANT'S PLAN MUST INDICATE THE LOCATION OF THE LABORATORY MUST CERTIFY THAT THE SAMPLES WERE REPRESENTATIVE OF RAW WATER QUALITY, P 4-18 VARIANCES - Q " PROHIBITED. SCREENS MUST BE A MINIMUM OF 3 FEET IN LENGTH.ARE TWO (NCH I.D. WELLS GREATER ALL GE55POOL5,5EPTIG TANKS,WASHING MACHINE DRYWELLS,SEWER LINES,STORM DRAINS,GATGH OPTION A.DEEPEN THE TEST WELL(5) FROM THE UPPER GLACIAL INTO THE MAOOTHY AQUIFER,AND NOT FILTERED OR TREATED BY ANY DEVICE. THE 5AMPLE COLLECTION POINT,SAMPLER'S NAME, THE SUFFOLK COUNTY WMM155IONER OF HEALTH SERVICES MAY,ON WRITTEN � � ) THAN 150 FEET IN TOTAL DEPTH MUST UTILIZE SCREENS THAT ARE A MINIMUM 5 FEET IN LENGTH. Bp51%,DRAINAGE DITGHE5,5UMP5,AND RECHARGE BASINS ON 517E AND WITHIN 150 FEET OF THE REPEAT THE COMPLETE WAIF ANALYSIS. PUMPING RATE,AND LENGTH OF TIME THE WATER WAS FLOWING MUST BE MOIED ON THE LABORATORY APPLICATION,GRANT A VARIANCE FROM A SPECIFIC PROVISION OF THESE > 11J DROP PIPES MUST$E CONSTRUCTED OF STAINLESS OR GALVANIZED STEEL OR HIGH-DENSITY PLASTIC APPLICANT'S PROPERTY LINES. FORM.AN UNUSED WELL AT AN UNOGGUPIED NEW GONSTRUGTION MUST BE PUMPED FOR A MINIMUM OF 15 REGULATIONS IN A PARTICULAR CASE,SUBJECT TO APPROPRIATE z � OPTION B.DEEPEN THE TEST HELL(5) THROUGH AN AQUIGLUDE OR CONFINING CLAY LAYER WHICH MINUTES BUT NO LONGER THAN A MAXIMUM OF ONE HOUR IMMEDIATELY PRIOR TO SAMPLING.ALL CONDITIONS,WHERE SUCH VARIANCE 15 IN HARMONY WITH THE GENERAL a Q 7 Q (RATED AT 100 P51 AND APPROVED BY THE NSF FOR POTABLE WATER SUPPLIES). PLASTIC DROP � PURPOSE AND INTENT OF THE REGULATIONS AND WHEN SUCH APPLICATION THE DEPARTMENT WILL REVIEW THE APPLICANT'S PROP05ED WELL LOCATION AS INDICATED ON THE WOULD IMPEDE THE VERTICAL FLOW OF CONTAMINANTS,AND REPEAT THE COMPLETE WATE=R OTHER SAMPLES MUST BE COLLECTED IN ACCORDANCE WITH NEW YORK STATE DEPARTMENT OF � V PIPES USED FOR SUBMERSIBLE PUMPS MUST BE FITTED WITH TORQUE ARRESTORS. MINIMUM fM51DE DIAMETERS FOR DROP PIPES ARE: SURVEY SUBMITTED.MODIFICATION OF THE WELL LOCATION MAY BE REQUIRED BY THE DEPT ANALY515.WELL L065 OR OTHER INFORMATION SATISFACTORY'TO THE DEPARTMENT MUST BE HEALTH 5AMPLE COLLECTION PROTOGOL5 FOR POTABLE WATER OR THE APPLICABLE U5EPA FOR A VARIANCE HAS BEEN CONSIDERED BY A REVIEW BOARD APPOINTED METI-IODOL061E5 BY THE COMMISSIONER THE COMMISSIONER MAY PRIOR TO 155UIN6 AN APPROVAL TO CONSTRUCT.A TEST WELL MAY BE REQUIRED FOR ANY SUBMITTED WHICH VERIFY THE PRESENCE OF AN AQUICLUDE, IMPOSE MORE STRINGENT REQUIREMENTS IN A SPECIFIC CASE,WHEN 1. 125 INCHES-SUCTION LINES FOR 5UGTION-LIFT AND JET PUMP SYSTEMS; INDIVIDUAL LOT WHERE THE QUANTITY OR QUALITY OF THE WATER MAY BE QUESTIONABLE(SEE IMP05 MORE TO INSURE A REQUIREMENTS WAlE32 SUPPLY. §406.4-12(0)). OPTION G. DEEPEN THE TEST HELL(S)A MINIMUM OF 40 FEET TO A DEEPER SEGMENT WITHIN ANY NECE55ARY WELL DEVELOPMENT MUST BE PERFORMED PRIOR TO THE DAY EF SAMPLING FA(5E .- 1 2. 1.0 INCH - PRESSURE LINE-5 FOR JET PUMP SYSTEMS,,AND THE SAME AQUIFER WHERE CONTAMINANTS MAY NOT BE PRESENT,AND REPEAT THE COMPLETE EXTENDED WING TO REDUCE IRON CONCENTRATIONS OR OTHER CONTAMINANTS 15 NOT DEPARTMENTAL APPROVAL To GONSTRUGT WILL BE INDICATED ON COPIES OF THE PRELIMINARY WATER ANALYSIS. PEZM155113LE ON THE DAY OF SAMPLING. APPROVAL BY THE COMMISSIONER OF HEALTH IN AGGORDANGE WITH SUFFOLK COUNTY SANITARY CODE ARTICLE 4, 3. IA INCH -DROP PIPES FOR SUBMERSIBLE PUMPS. SURVEY,WHICH MAY THEN BE SUBMITTED A5 PART OF THE APPLICATION FOR A BUILDING PERMIT TO ANALYSIS OF THE CHARACTERISTICS L15TED IN TABLE 5 15 REQUIRED,AND THE LABORATORY MUST 5EGTION5 40b AND 401,THE FORE601N6 ARE REGULATIONS FOR PRIVATE THE LEGAL MUNICIPAL BUILDING DEPARTMENT. CLEARLY NOTE THOSE PARAMETERS FOUND TO EXCEED NEW YORK STATE DRINKING WATER MGLS OR WATER SYSTEMS APPROVED BY THE SUFFOLK COUNTY WMM155IONER OF GUIDELINES.THE DEPARTMENT MAY REQUIRE THE ANALY515 OF ADDITIONAL PARAMETERS AT ITS HEATH SERVICES.THESE REVISED REGULATIONS ARE EFFECTIVE JULY I, Igg2. . 5 DISCRETION. FOR EXAMPLE,ANALY515 FOR CERTAIN PE%IGIDE5,5U1GH AS ALDIGARB OR DAGTHAL, REV15ED 3131/03 MAY 13E SPECIFIED a ------------i of 5 BLDG INFO / AREA COVERAGES 55 DE516.: 5TWJGTUREN5E: EX.AREA: PROP.AREA ��� I EXIST eRi N O � O iV BSMNT Iat FL. 2nd FL. BSMNT 1st FL. 2nd FL. ~ FOR WORK IN THIS AREA " I STY FR BUILDING WA 4,264 SF WA WA WA WA �S6' M � �TIL/POLE SITE \ �N ® USE: FARM5TAND ,� o \ \ PROPOSED PARTIAL SITE PLAN, �� LOCATION o I STY FR BUILDING wA 1r2oo 5F wA wA wA wA ��� W0� �'' \,, SEE DRAWING No.2 °FA yS�ryF °� eR��F 'z H A NO SANITARY SYSTEM WITHIN o © �" MINNIE BORAWA �rq \ \ EXISr 200 FEET OF PROPERTY LINE PROPOSED PARTIAL LIGHTING PLAN °�`�NF °°� <q a USE: SHEEP BARN � x56.o , ,� NF o 4 a © I STY FR BUILDING WA 1544 5F WA WA WA WA 55 \ ��` UTIL POLE NO SURFACE WATERS WITHIN °FA En6t C e �, USE: 6ARA6E 0� �.., \ ✓ 300 FEET OF PROPERTY LINE SEE DRAWING No.4 <! �' OD I STY STEEL BLDG WA WA WA WA Ip08 5F WA USE: CHEESE MAKING \� \ 60 \ 2 1 NO WELLS WITHIN 150 FT OF s F © 2 STY FR BUILDING 1550 5F 11,500 5F 11,500 5F WA WA WA S 2 1�,, \'' \., PROPERTY LINE u z z a USE: DWELLING - -\� / / \ L�' n O� AREA TOTALS: 650 5F 113,506 5F 11,500 5F O 5F I,OOb 5F 0 S.F. y�� cme6o a smunn s�`R<i C zs� VSs q °P° .. Nc Y '� £..;•;;� Q � � �J F zR W 50- 60• b p \,'`7_/��• tiF `o°Y °�A foo s Ul EXI5TING 51TE COVERAGE: 13,508 5.F. (1.13%) PROP05ED 51TE COVERAGE: 14,51b 5F.(121%) PL "y. \ EXIST EXISTING F.A.R. = OD130 15 5b S.F., 130% / �,• ;s` L PROPOSED F.A.R. = 0.013b(16,566 S.F., 13b%) �� \ st ! '-° '�� n ( S ) / \ � UTIL POE EXIST.O.H ELECT SERV TO REMAIN zs �sj "71 FALLOW ;..:."';t.,:..;-..;., qhs / / I FIELDR13K .fi _ EXIST.FARM 5TANDJ � / p a Q ' STORAGE BLDG /� foo. F oAs bac ." `t O O (TO 13E REWORKED). I ry N N �k o N tv LOGATI ON MAF. ut o S (S� N dJ `fl t�5 O LAWN ` ., i. . F \ NOT TO SCALE o o y' i -a 15OR MAR 3 201G : 1 I / 00. -- \ \ ^�o BUILDING(TO 13E �FNT \ PROPOSED SITE PLN: s 7T::` '': REWORKED I SITUATE AT: uW... ..:........ . ,..w I / 61X.6RVL P�2KG d \ I �O .,� G�pG� ;.5;`J7RNE1l ER1NC7, GUTCHOCUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK WO/F GUTGHOGUE FIRE DISTRICT 5.0.T.M. No. LAWN sGTM No.: l000-ab-o2-Io.i a I0.2 o \ I � \ _ \ EX.RET.WALL °` �Q 1000-qb-2-10.1 p TO REMAINAR. h®�' Fo ZONING DISTRICT. AC, AGRICULTURAL CONSERVATION RESERVED AREA - - - �� OD O TO REMAIN h`� -- GF�,o \ CURRENT USE: FARM 55 { (DEVELOPMENT RI6HT5 INTACT) 5 26.4'x 20.6' �6 �� PROPOSED USE: N.G. o� I AREA: 80 S.F.(1.84 AG) I �o- \ • FEMA FLOOD ZONE: N/A A� r 0 \ 1 EX. DECK \ \ o�,�ti // \ 1 /• ® �O REMAIN \ / \ \45 x41.5 51TE DATA: USE: EXISTING: PROPOSED: EXISTING\ \ryp / \ \ 3 OVERALL SITE: FARM I,laa,215.5 S.F. N.G. FR BARN B� 1/ EX.2 STY FR. \ , (127.5302 AG) (TO REMAIN) / . \ 11OU5E REMAIN FOR E�UILDIN6 INFO / AREA GOVERA6E SEE GHART (THIS DWG) 1 O000 xsb.2 r1 0 -\� 0 D C MAKILp �BGH,ffSE\ / IMPERVIOUS SURFACE: • NO SURFAGE WATERS WITHIN / \ I �Q� �poF / 42Ak24A' FALLOW �b EXISTING AREA:40 13,508 S.F. (1.13%) ('n 300 FEET OF PROPERTY LINE / I Fo oc \ / FIELD p / (p• PROP05ED AREA: 14,516 S.F. (1.21%) • m (DOES NOT INCLUDE 6RAVEL PARKING AREA(5) NO WELLS WITHIN 150 PROPERTY LINEFT OF \ \ / �(� '�/F�p/ B.Ox ��/ r, 4 J POSTAL DISTRICT: GUTGHO64JE APPLICANT: W (v ��� / O• \ \ �} FFIELDW & /0'Y i 1 35 ' SCHOOL DISTRICT: SouTHOLD MORTON BUILDINC5 • r FIRE DISTRICT: SOUTHHOLD 22355 COX LANE,UNIT N0.4 P4 V - �j FALLOW 1 \ �� `r?o3, ELECTRICAL SERVICE: LIPA CUTGH06UE, NY 116135 ^ / FIELD . NOTE: LINES OF DELINEATI9N- / i \ WATER SUPPLY: SGWA(r�JBLIG wATEr� 631-134-4060 p� O m FLOOD ZONE: WA m }' X RHx WO/F •• . SHOWN HEREIN ARE USED/FOR /• /� � 30 SITE 15 IN 6.W.M.Z.: IV 55 I TAX PURPOSES ONLY / .• / � � Z � 51TE PLAN BASED ON ORIGINAL SURVEY BY: F-4X IC SURVEYORS,PL. x416 I / 12E3O NTRAVELER STREET JAMESPORT � M 7 I 4 /�, x56.0 \ I O I I v / I (( , NY IIg41 M < A rr EXISTING SURVEYED: JAN. 10, 2001 1�-I O T- d) IRRIGATION .1 x2b.0 SURVEY 56ALE: I" = 100'-0' U WELL .o I / AND x310 a 4K \ ELe JATION5 BASED ON TOP06RAPHY MAP - 5 EASTERN TOWNS,SUFFOLK COUNTY,NY � d) 141G 1 � -30 DATED: 10-03-Ig15 2 O I FALLOW DATUM: ELEVATIONS ARE REFERENCED TO VERTICAL DATUM BASED ON MEAN CV�%�� '�''poi "' \ FIELD �O \ /. SEAL LEVEL OF Ig2q AS ESTABLISHED BY THE U.5. COAST AND 6EODETIG SURVEY 1'(1 h { D \ \ SATA No ��O / ''c` ,. / No SURFACE WATERS WITHIN �y AT SANDY HOOK N.J. / \ \ 4 /�� - x39S 300 FEET OF PROPERTY LINE off' { 1000-qb-2-102 0 w DEVELOPMENT RIGHTS EASEMENT `�� / .P ' 01 NO WELLS WITHIN 150 FT OF to (DEVELOPMENT RIGHTS SOLD) �`� x38.5 / ,#/Q Q PROPERTY LINE �� F- �� AREA: (,IIq,213.2 S.F.(25bg36 AG) / G� I. El_EVATION5 ARE REFERENGED TO FIVE EASTERN TOWN5 TOPOGRAPHICAL MAP \ / x31.0 EXI5TIN6 ELEVATIONS ARE SHOWN THUS: 25.0 / WO/F ANN MARIETOWN L 501 REVOCABLE LIVING TRUST EX15TING CONTOUR LINES ARE SHOWN THUS: 25 ENG, ` \� FALLOW iso, OF NF / (DEYELOPMENr RIGHTS) x51.0 \ FIELD SY T.\ \ \ I � �(a Q 0 35 x34.5 SCOPE OF WORK: m � cc Z � \ • \ \'7s, \ 'ST/NG I \ • { I. BUILD PROP05ED BUILDING 'D'. - m44/ 2. PROVIDE PROPOSED SANITARY AND KITCHEN WASTE SYSTEM. CONNECT TO PUBLIC A X3493 WATER AND INSTALL PROP05ED I"'P WATER 5ERV- 40 . LINES TO 13UILDIN66 'A', 'D' AND 'E'. �OFESSIONP�"�� ,S6.0 / 3. PRCADE PROPOSED P.G. SLAB FOR DUMP5TER AREA AND ASPHALT SURFACE FOR Foy �,5• I H.G. PARKING AREA 4. PROVIDE STORM DRAINAGE AND LIGHTING. JEFFREY T. BUTLER, P.E. SHEET INDEX ZONING INFORMATION: N Q x44.0 I.OVERALL 511E PLAN 66RIGULTURAL GON5ERVATION 'A ' NO SURFACE WATERS WITHIN f�\ \ \ I I \Y�. I 2.PARTIAL 511E PLAN G 1- H \ 3.DETAILS LOT SIZE;80000 S.F. MIN 300 FEET OF PROPERTY LINE \ \ �I \ 1 \ \ 4.PARTIAL LI&MN6 PLAN EXISTING: I,Igg,2155 S.F. (215302 AG) . . N O NO WELLS WITHIN 150 FT OF \ \ \ J 1 { I \ PROPOSED: N.G. IA V \ \ / FALLOW / { \ ' \ �. 115 MIN I z Q Q PROPERTY LINE \ FIELD \ I \ 62 j 5 LOT WIDTH, STING: 1b4.38 - - z LU 35 PROP05FD: N.G. W LEGEND: kb To z o \ � • \ / ` � F�-iSr;N I �\ . \ / / LOT DEXI�STING: 'I 311:I' Z 1--� p[ O N F- � IL PROPERTY LINEPROP05ED: N.G. L a � v W D- \ \ 1 Rogo l • \ \ / KITCHEN WASTE LINE KIT FRONT YARD SETBACK;60 MIN ~ of WO/F RHX CORP. / \ I \ x35.0 , H () \ \ \ EXISTING: 11 b' 1 � z O \ I \ %/ / // \ SANITARY SEWER x PROPOSED: 1485' _ LU O Suffolk County Department of Health Services \ { Approval for Construction-Other Than Single Family o \ \ \ PROPOSED WATER SERVICE (� ►--•� z - u • F Reference No.�la-(S_pG�2 Desi Flow J3 2i'� \F�<<0 \ , \ - . ,y REAR YARD SETBACK: 15' MIN J J Rau. ! w'`iF� j\ / EXISTING: bll.2' O ( ) 50 \ o J \ \ \ \ / �t� ` EXISTING WATER SERVICE W w PROPOSED: 6141.2' Z � O 1 0 x40S O Use(s _ ,� \ \ p \ C�� /'1, ' STORM DRAIN - - w N These plans have been reviewed for general conformance ith Suffolk \ SIDE YARD SETBACK: 20' MIN tJl 1 County Department of Health Services standards,relating to water supply \ r / 1 / / / / EXISTING: 1838' - NG SURFACE WATERS WITHIN \� \ \ FLOW ARROW �� , and sewage disposal. Regardless of any omissions)inconsistences or lack FALLOW \ / eS's�,0 \ �--� PROPOSED; 34b.b O of detail, construction is required to be in accordance with the attached 300 FEET OF PROPERTY LINE { 1 O - \�\�� \ FIELD \ /35.0 j 2�`� STORM LEAGHIN6 POOL 1 permit conditions and applicable standards unless specifically waived by l 40 � �� 51DE YARD SETBACK CUMULATIVE: 45' MIN Z the Department. This approval expires 3 years from the approval da Nv WELLS WITHIN 150 FT OF \ 1 � • •,_Sly, �,, ( � EXISTING: 551.2' PROPERTY LINE \ { � � SEPTIC TANK/GREASE TRAP 7- PROPOSED: z F- unlessextendedorrenewed. 1 ` N.G. 7 43 24 z0/ 45 / 01 \ � \ �o / Q � \ LEACHING POOL 0 � �6� ` \ ��� 1'O �`�/ LIVABLE FL. AREA /DWL6 UNIT: b50 S.F. � .F. MIN v Ap oval Date 35 EXISTING: ±3000 S.F. eviewer \ \ \ \ EXISTING CONTOUR -6- � PROPOSED: N.C.0YE���L SITE PLAN xP 345x / \ EXISTING 6RADE x 6.0 MAXIMUM PERMITTED DIMENSIONS: ; PA(5E : 3O LOT COVERAGE: 30% MAX (3561,165 S.F) 1 / EXISTING: 13,50b S.F.(1.13%) 80 40 O 80 160 240 / \ \ �� / NO SURFACE WATER,WITHIN 300 FEET OF PROPERTY LINE TEST HOLE PROPOSED: 14,636 S.F.(122%) r1 GRAPHIC SCALE I" = 80'-O" / / \ • ' � Orp��j ��� 40 \ /- NO YELLS WITHIN 150 F7 OF FINISHED FLOOR ELEVATION 61-06 HEIGHT: 35 FT. /21� STY'S MAX F.FL.EL. = EXISTING: 1255' /2 STY PROPERTY LINE j I)' PIZOP05ED: N.G. x35.5 O� 4 THESE DRAWINGS AND ACCOMPANYING NS SPEGIFIGATIO ,A5 INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRIGTI=D TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. HANDICAPPED PARKING 516N NO SURFACE WATERS WITHIN 0• 300 FEET OF PROPERTY LINE ABANDONMENT BY REMOVAL: PAVEMENT SECTION (MINIMUM THICKNESS) NO PARKING ANYTIME RESERVED �� '°` n RV EX15TINO 5Y5TEM TO BE ABANDONED BY REMOVING PARKING ti} ALL RE5IDUAL 5EWAGE WA5TE5 BY A LICENSED ASPHALT CONCRETE . ,. P.s�r+ALr B,ase cax�5e o NO WELLS WITHIN 150 FT OF 11/2" A PROPERTY LINE WEARING COURSE _ eRi N Fi �` WA5TE HAULER,REMOVING THE ENTIRE 5TRUGTURE(5), /T'r1 BAGKFILLING WITH SUITABLE SAND AND GRAVEL ASPHALT CONCRETE 2 1/2" i STONE BLEND BASE-9556 l.OMPAGTION(STANDARD PROCTOR) j "F �a g ��<Z `�! MATERIAL,AND PROPERLY COMPACTING. BINDER COURSE /\;%/\ �\��\ \, �\ � �S X\51 �\lam\ \ �\// NSW YOLK CI1Y SITE O STONE BLEND BASE 4 LOCATION `boys s o Q o &SONG IMP Fp F ° F Q c, H.G. PARKING AREA 800-212-44801811 r`'"F �� e N � I Ensl c TEST HOLE ° 0 W PAVEMENT SECTION BY: MCDONALD 6E05GIENCE z z 9 v www.dignethFOor ycli.com N - zq v P4-6 1611l NOT TO 50ALE BOX 1000 SOUTHOLD, N.Y. 11911 or "F to U) �" 1' � w 8'-O" " 8'-O" CN'Y's'D'�'T'� �631-165-3611 www.call8ll.com s W8 '' O 9 CII-ON8'-ODA - (SEE SITE PLAN FOR LOCATION) Cutch TE: AUG. 18, 2014 (for other states) t� u S z S o) W z d n ue 31a41en @y� In W HANDICAPPEDR z5 r EL. 42.0' GROUND LEVEL O' By law,excavators and contractors working in the TYPICAL PARKIN& DETAIL PARKING SIGN / �/� FA F five boroughs of New York Ci and Nassau and PALE BROWN SILT NOT TO SCALE NOT TO SCALE / (ML) Suffolk Counties on Long Island must contact �*`O o or s DigNet, 1-800-272-4480 or 811,at least 48 hours a°s "F ; s " {.. moiEULQQ EL. 39.5' 25BELOW 6RADE but no more than 10 working days(excluding / NOTE: LINES OF DELINEATION BROWN FINE TO weekends and legal holidays) ato beginning 9 aLF SANITARY YIELD CALCULATION: MED. SAND (5P) any mechanized digging or excavation work to aays zs ensure underground lines are marked. GROUNDWATER MANAGEMENT ZONE: IV / SHOWN HEREIN ARE USED FOR Excavators and contractors can also submit F A "oA sQUas . ick p p p o ALLOWABLE FLOW FOR SITE = b00 GPD/ACRE (PUBLIC, WATER) EXISTING GRAVEL `s locate requests online,through ITIC.If you do not U N � o `�' / PARKING AND 0 TAX PURPOSES ONLY currently use ITIC, please call 1-800-524-7603 I I °; 4 ' "'' N m `� ALLOWABLE FLOW(DENSITY) BASED ON ADJUSTED LOT AREA: No SURFACE PATERS wITH1N /. MANEUVERING AREA EL. 19.0 23.0 BELOW GRADE for more information. LOGAT I O I�L MAP �v o S g 300 FEET OF PROPERTY LINE �Lp NO SANITARY SYSTEMS WITHIN NO GROUNDWATER ENCOUNTERED NOT TO SCALE TOTAL SITE AREA = 21.5302 AG. (1,199,2155 S.F Z �,* 200 FEET OF PROPERTY LINE For safety reasons, homeowners are strongly DEVELOPMENT RIGHTS EASEMENT AREA =25,6936 AG.(1,119,2132 S.Fa / I � encouraged to call as well when planning any Q J� I NO WELL5 WITHIN 150 FT OF PROP. HANDICAPPED PRK6 5P. 'Ptij type of digging on their property.Homeowners �t `OPOSED PT I I'LL SITE FLAN: DEVELOPMENT RIGHTS INTACT AREA = IM AG.(8O;o00 S.F) PROPERTY LINE ASPHALT SURFACE IN H.G. PARKING ��4'6 PROP05ED INP WATER SERVICE can contact us directly at 1-800-272-4480 or by 51TUATE AT: AREA REQUIRED calling 811,the national call before you dig GUTGHOOUE ADJUSTED LOT AREA = TOTAL 51TE AREA - DEV. RIGHT EASEMENT AREA H.G. 516N TO BE MOUNTED ON BUILDING `�'-} PROP05ED INP RPZ IN number. For excavation work completed on TOWN OF SOUTHOLD 184 AG(80,000 SFJ = 215302 AG(1,199,2155 S.F� - 25.6936 AG.(1,119,2132 5Fa SEE DETAILS, THIS DWG q�j HOT BOX ON P.G. SLAB personal property,it is the contractor's r-SUFFOLK COUNTY, NEW YORK ADJUSTED LOT AREA = 1.84 AG. (DEVELOPEMENT RIGHT5 INTACT) '�' S0 responsibility--NOT the homeowner's-to contact c�T I NO.: 1000-96-02-10.1 4 10.2 '�? / PROPOSED POINT OF CONNECTION DigNet. Having utility lines marked prior to , 600 GPD/ACRE x 1.84 AG. (SGTM 1000-9b-2-10.1) = 8,104 GPBETWEEN NEW WATER MAIN AND D ALLOWED � � digging is free of charge. ZONING DISTRICT: AG AGRICULTURAL CONSERVATION PROPOSED IN TAP (BY SGWA) CURRENT USE: FARM USE BUILDIN65 'A', 'G', 'D' AND 'E' TO ESTABLISH DENSITY,NOTE THAT BLDG 'B' 15 OROP. .SLAB�ER ENGL RE ,' bog, PROPOSED USE: N.G. ON P.G. SLAB � II �,�• / s,, PROPOSED METER PIT PARKIN& REQUIREMENTS: FEMA FLOOD ZONE: N/A EXCLUDED FROM DENSITY GALG PER5UANT TO ARTIGAL 3.12 SEE DETAIL ON SHT 3' + BLDG 'A' = 121.92 6PD _ I ..' � � + N + 5EE 5HEET No.4 FOR SGWA EXISTING BUILDING 'A',USE: MIXED FARM STAND - 4 SP PER STAND SITE DATA: USE: EXISTING: PROPOSED: BLDG 'G' = 21.76 GPD '50- �0� � 'Ii- ,� + � IN5TALLATION RE0'MT5 4 SPACES REQUIRED OVERALL 51TE: FARM 1,199,215.5 S.F. N.G. (U5E 0.04 OPO FOR PURPOSES OF GALGULATING I _ \ ® �v \ BLD6 'D' = 40.32 6PD 51TE DENSITY - PER 5GDH5 NOI No3 REVISED) � b, / STORAGE AREA: 1,643 S.F (t2�.5302 AG) �, •� I,008 5F AREA X 0.04 GPD = 40.32 GPD \ It ' 15P / 1;000 S.F. GROSS FLOOR AREA 15PAGE REQUIRED FOR BUILDING INFO,AREA COVERAGE AND 5EWA6E FLOW RATE SEE CHART(THIS DWG) BLDG 'E' = 300.00 6PD \ EX. 151Y FR. BLDG. �" , LAWN its\ PROP05ED BUILDING D,USE: CHEESE MAKING TOTAL = 490.00 GPD FARMSTAND W/ KITCHEN io- IMPERVIOU5 5URFACE: RESERVED AREA \ 1500 GAL ASE TRAP(8'� x6'14,5'E.DJ, FOOD PROCESSING AND PACKING - (TO BE REWORKED) �y .. t 1 t 035 SP / EMPLOYEE EXISTING AREA: 13,508 SF.(1.13Sii) • TOTAL PROPOSED SANITARY FLOW FOR%TM No. 1000-�Ib-2-10.1 = 490.00 6PD AREA=SODOO 50. FT. FIN.FL-EL = 51.25 GO�v �O 1,20Q GAL TANK(8 rpx5 H, 4 E.DJ, APPLICANT: o , � 1 No. EMPLOYEE'S = 3 PROPOSED AREA: 14,516 S.F.(121 ) `./ TOTAL ALLOWABLE SANITARY FLOW FOR 56TM No. 1000-96-2-10.1 = 1,104 SPO --50- AREA: 4,264 5F /1� ; )6T 8 0x15 .EFF. DE GHIN6 POOL MORTON BUILDINGS Cn <o, 3 5PAGE5 REQUIRED DOES NOT INCLUDE GRAVEL PARKING AREA(5) G W/50% EXP ON 45 EXISTING BUILDING 'E' USE: DWELLING 22355 COX LANE,UNIT NOA a O (COiz MMER .AL SYSTEM) I SPACE REQUIRED POSTAL DISTRICT: GUTGHOGUE GUTGHOGUE,NY 11935 ^ \ PROPOSED EROSION CONTROL RE: 60 \fes FOR PR ILE 5EE DWG No3 631-734-4060 t SANITARY SYSTEM CALCULATIONS: Fo o INSTALL SILT FENCE BARRIER, g °MST,° ONOTE: 2 SPACES FOR RE51DENTIAL PARKING 5aWL 015TRICT: SOUTHOLD \ W N \ .q� h,N SEE DETAIL ON DW6 No.4 + M/N I + ARE PROVIDED IN 131_06 '0 - GARAGE FIRE DISTRICT: SOUTHHOLD T- PROP05ED,5ANITARY 5Y5TEM N0.1 �o \ ` EP; LPELECTRICAL SERVICE: LIPA NOIR; A-+ V FOR BLDG A - USE: FARM5TANO, SEE SEWAGE FLOW RATE CHART \ -�Fz \ EXI5TIN6 RETAINI�WALL + : . 1 �� .�+ . . �+ TOTAL NUMBER OF 5PAGE5 REQUIRED- 9 WATER SUPPLY: 56KA(PUBLIC WATER BLDG 'A' = 121.92 6PD -SANITARY LOAD \ / I. PROP05ED BUILDING D AND REWORK 85.28 6PD - GREY LOAD \ \ TO REMAIN \ EXISTTNG GRAVEL w \+ 45' TOTAL NUMBER OF SPACES PROVIDED: 14 FLOOD ZONE: WA OF BUILDING 'A' BY OTHERS. SEE d- )- BLDG 'B' = 288.00 GPD -SANITARY LOAD (NO RE5TRM - INCLUDE IN SAN. \ + R 1NCTANI� S,P� E INCLUDING (I) HANDICAPPED SPACE SITE IS IN 6WM.Z.: IV MORTON BUILDINGS FOR INFORMATION. W m X BLDG 'G' = 21.76 GPD - SANITARY LOAD GALG. FROM ANOTHER BLDG ON \ \ PROP I STY STEEL BLDG �6S- MANEUVERING AREA o , EX. 2 STY FR. BLDG. � � � � U5E: CHEESE MAKING x aS S 4 BDRM W W 51TE - PER 56DH5 N01 NO-3, REV'D) \ \ i U5E: DWELLING ' RI DG 'D' = 40.32 GPD - SANITARY LOAD _ FIN.FL.EL. ® 425',AREA: Ip08 S.F. - - � `�� � X Z 1,008 5F AREA X 0.04 GPD = \ Q - -45 FLOW TL s: 418.00 GPD (5ANITARY FLOW) „� p FIN.FL.EL = ±44.41 SITE PLAN BASED ON ORIGINAL SURVEY BY: O 85.28 6PD (GREY FLOW) 40.32 GPD \ . \ / 'A � AREA: 1,500 5F �1 Fo PEGONIG SURVEYORS,P.G. �Q � � 563.28 GPD (HYDRAULIC FLOW �45� +� %� � 13 hry 9q' �o� 1230 TRAVELER STREET JAMESPORT, NY 11941 \ A4 © °q SURVEYED: JAN. 10, 2001 Q LU GREASE TRAP = Ix DESIGN FLOW _ - - -- +/ �o:l 6, D /o�i4' \ �6s�� rye GAR. LAWN /g6' ��� LAWN � 'T SURVEY SCALE: I" = 100'-O" �--I (L y�N Rla U. try T O REMAIN �o AND 8528 6PD x Ix 8528 6PD PROP05EDCO5� '� �, NO 6 O SEPTIC TANK = 2x OE516N FLOW STORM DRAINAGE SYSTEM � - - �< ��� x ELEVATIONS BASED ON TOPOGRAPHY MAP - 5 EASTERN TOWNS SUFFOLK COUNTY NY = O 563 GPD x 2 = I,I._ ��6� �%V � �. � DA"i'ED: 10-03-Iq'15 X656 GPD I - 8'4P x 5' LIQ. OP LEACHING POOL \ 0. _ <O' TEST \ NOTE;MAINTAIN A 5%GRADE WITHIN 20' OEGK � '40 I EAGHIN6 POOL = Ix DESIGN FLOW/ IS SF/SAY CONNECT TO LEADERS �s � HOLE OF SEPTIC SYSTEM EQUATES TO I'DROP •�•� 5T '` / \ � DATUM: ELEVATIONS ARE REFERENCED TO VERTICAL DATUM BASED ON MEAN m L (OPEN COVER, - ;o< REPUTED LOCATION OF \ 5EAL LEVEL OF 1929 AS ESTABLISHED BY THE U.S. COAST AND GEODETIC SURVEY 563 6PD / 1.5 5F/DAY = 315 GPD AS SHOWN) FOR DTL 5EE THIS i?WG �s(o, /. �o <® IN ELEV.OVER 20 LATERAL DISTANCE , , ' 5' EFF. DEPTH) 60 o�N '< o -; o ZO, (TYP FOR ALL PROP.SANITARY SYSTEMS }Q'� +� EXISTING SANITARY SYSTEM AT SANDY HOOK N.J. U5E: 1,500 GAL. GREASE TRAP(8�Xb'DP4' EFF. DEPTH i _ TO BE ABANDONED BY REMOVAL, NOTES: -1 1,200 6AL. SEPTIC TANK (8�OXS DP, ) PROP EROSION CONTROL MEASURE: LP - ro +, SEE BOXED NOTE FOR INFORMATION I - 8'�XIS' EFF. DEPTH 0315 SIDEWALL LEACHING AREA) INSTALL INLET PROTECTION, EP'„`, \ /LP�',; \ \ I. ELEVATIONS ARE REFERENCED TO FIVE EASTERN TOWNS TOPOGRAPHICAL MAP SANITARY LEAGHIN6 POOL SEE DETAIL ON DWG No.4 1O� \ \ _ I V `� -�' J�EXIST. WELL TO REMAIN AND BE +�,�� EP / � `c \ EXISTING ELEVATIONS ARE SHOWN THUS: 25.0 USED FOR IRRIGATION PURP05E5 ONLY \'�F,9 EXI5TING CONTOUR LINE5 ARE 5HOWN THUS: 25 PROPOSED 5ANITARY SYSTEM N0.2 NOTE` \ l� THERE ARE NO STORM WATER DRAINAGE Z0 ENGINEER: ' USE: CHEESE MAKING SYSTEMS EXISTING OR PROPOSED WITHIN 20' EXISTING \ PROPOSED SANITARY SYSTEM No.2 IoPOSED SANITARY SYSTEM No3 \ W�j NOTE: FOR BLDG b, VIED), i F!D \ , SEE SEWAGE FLOW RATE CHART FOR FLOW RATE OF ANY PROP05ED SANITARY 5Y5TEM5 FR. BUILDING / 1,500 GAL GREASE TRAP(8 x6 H, - 1,200 GAL. 5EPTIG TANK \ 40 PROVIDE I WATER SERMGE TO EXIST. BUILDING A,PROP05ED BUILDIN6 b AND EXIST. is OF \ 1,200 GAL. SEPTIC TANK(8VWH� 4' EDJ4' E.0) GREASE TRAP = IX DESIGN FLOW USE: SHEEP BARN / � � (8�x5 H, BUILDING 'E (K COPPER TUBING). ANY AND ALL 1405E BIBBS TO HAVE CHECK VALVES. 5 FREY T � 50.0 GPD X IX = 50.0 GPD \ 8'0x12' EFF. DEPTH LEAGHIN6 POOL / 8'0x12' EFF. DEPTH LEAGHIN6 POOL * �� G O SEPTIC TANK = 2X DESIGN FLOW / 0 (TO REMAIN) I / 40 \ W/50% EXPANSION SHOWN (MINIMUM COMMERCIAL 5Y5TEM) 50.0 6PD X 2 = 100.0 6PD �� FIN.FL.EL. = 42.5 (COMMERCIAL SYSTEM) 50% EXPAN51ON SHOWN SCOPE OF WORK: m <� LEAGHIN6 POOL = IX DE516N FLOW/ 15 SF/DAY (NO WATER SERVICE) \ FOR PROFILE SEE DW6 No3 ��/ FOR PROFILE SEE DW6 NO3 Z 50D GPD / 1.5 5F/DAY = 33.33 6PD MO RE5TROOM) � �� O� � �� I. BUILD PROP05ED BUILDING 'D'. R` � Qj USE: 1,500 GAL. GREASE TRAP(8'OX6'DP, V EFF. DEPTH) \ � ��v ^ , �( 2. PROVIDE PROP05W SANITARY AND KITCHEN WASTE 5Y5TEM. CONNECT TO l0 3 1,200 GAL. SEPTIC TANK(8'(AX5'DP, 4' EFF. DEPTH) \ \ \ ��� �/ PUBLIC WATER AND INSTALL PROP05ED 100 WATER SERV. LINES TO 13UILDIN65 '90� 493 �G I - 8'(PX12' EFF. DEPTH SANITARY LEAGHIN6 POOL �ry /�� (^• 'A', 'D' AND 'E'. FSSiON P�� \ \ \ � ` v 3. PROVIDE PROP05ED P.G. SLAB FOR DUMPSTER AREA AND ASPHALT SURFACE (MINIMUM COMMERCIAL SYSTEM) /�o Fq 6 / \ FD \ Q Or� �' FOR H.G. PARKING AREA JEFFREY T. E3UTLER, P.E. PROPOSED 5ANITARY 5Y5TEM No.3 oo, \ GFoF \ o o - 0 4. PROVIDE STORM DRAINAGE AND LIGHTING. Q FOR BLDG 'E',U5E: DWELLING - 4 BEDROOM _ - • 'r/F�� X40� / \ !�\ \ Ot�,�v� DELINEATED FOR EXIST. SYSTEM TO BE ABANDONED BY REMOVAL /5G H5 5TND5 _ \_ REPLACE W/ A MINIMUM COMMERCIAL SYSTEM (300 6PD) \ Fob\ \ O LEGEND: m SEPTIC TANK = 2X DESIGN FLOW q�/o . y \ TAX PURPOSES ONLY LEAG 6PD X 2 600.0 6PD FARTIAL SITE PLAN NOTE: `'� LEAGHIN6 POOL = IX DESIGN FLOW/ 15 5FMAY THERE ARE NO POTABLE WATER WELLS WITHIN hl c��p- \ O PROPERTY LINE N O NO SURFACE WATERS WITHIN � �- 300.0 6PD / 15 5F/DAY = 200.0 6PD 150'OF ANY PROP05ED 5ANITARY 5Y5TEM5. / At 300 FEET OF PROPERTY LINE KITCHEN WA5TE LINE KIT O F-�I LL (n USE: 1,200 GAL. SEPTIC TANK OVX5'DP,4' EFF. DEPTH) j', I,` • 16 Y4-'_..,__- 1.....V, 1.• f� I , NO WELLS WITHIN 150 FT OF SANITARY SEWER ssss 0 (� z � � . - 6042' EFF. DEPTH SANITARY LEACHING (POOL '' 'L `I:7 RI ;_...i' - '� - � W (MINIMUM COMMERCIAL SYSTEM) s PROPERTY LINE =!i <'I!+6 30 15 O 30 60 GO m } - �/ � PROPOSED WATER SERVICE r+• W- O BAR 30 2016 I _ - Q C RAPHI G SCALE I" - 30'-O" ��_s-_•.. -- �� EXISTING WATER SERVICE w w Q ^� Z � •n�/ (L CL STORM DRAINAGE GALG: STORM DRAIN -50 sn so STORM WATER DRAINAGE STRUCTURES ARE -- -------- ------- - - __..�_._.... .-_.. >�• FLOW ARROW d E-i Q ' • _. z DESIGNED FOR RUNOFF CREATED BY SUFFOLK COUNTY DEPART'I�aiEioT•�I:'I�I:I�,LTI-I SEF:VI :�:�; � � z � � z O AREA COVERAGE / SEWAGE FLOW RATE CHART: PROPO5ED 5TRUCTURE5 ONLY. STORM LEACHING POOL 1 O 1 IJ.. DESIG.: STRUGTURENSE: p`�p`; PROP. AREA DE51GN 5EWA&E FLOW RATE CALCULATION: VOLUME = AREA X RAINFALL X COEFFICIENT *• ���y 1/Q�1 Z J . J 1J� - FETZENCE NUMBER: f;/U - /$� C�GG � SEPTIC TANK/6REA5E TRAP � O / UL � �Q 0 �j- BSMNT 1st FL. 2nd FL. B5MNT Ist FL. 2nd FL. 5TRUGT. USE FLOW RATE 5ANITARY 6PD GREY GPD HYDRAULIC 6PD 5AN.51'5. DE516: RAINFALL = 2"/HR - 0.167' - �fl �0 GOEFFIGIENT OF ROOF = I.0 t / /� i_� �� I--1 Z LL I 157Y FR BUILDING WA 4,264 5F TL WA WA WA WA FARM5TAND/KIT.: SEE DRAM JIIeG# ( OF-f-FO L CONDITIONS LEACHING POOL \ O � � [-� O � a- O O BUILDING b' -CHEESE MAKING BLDG: 1,008 5.F. ® U5E: FARM5TAND SANITARY LOAD 0.03 G PD/5F 121A2 OPO 2132 GPD TOTAL PROPOSED ROOF AREA = 1,008 5.F. REVIEWER'S INITIALS: � _ LL W/KITCHEN PROP05ED 1;008 5.F. x 0.161' x IA = 168 G.F. EXISTING CONTOUR -b- : a O - 5Y5TEM No.l VOLUME REQUIRED: 168 G.F. 6REY LOAD 0.02 GPD/5F 85.28 GPD EXISTING GRADE x 6.0 Z USE: B 15TY FR BUILDING WA ±7,200 5F WA WA WA WA GEN. INDUST. 0.04 GPD/5F 288.00 GPD 288.00 6PD (1) 8',Px5' LIQUID DEPTH LEAGHIN6 POOL Z CD ~ TEST HOLE � cj < O U5E: SHEEP BARN (OPEN 09V 7 C� I STY FR BUILDING PROPOSED VOLUME PROVIDED = 211.2 G.F. v © WA ±544 SF WA WA WA WA GEN. INDUST. 0.04 GPD/SF 21.76 GPD 21.76 GPD SYSTEM Not U5E: GARAGE ED FLOOR ELEVATION F.FL.EL. _ OI STY STEEL BLDG WA WA WA WA I,UOS 5F WA PROGE55 WTR FOR 50 6AL/BATGH 50 GPD 50 GPD PROP05ED D U5E: GHEE5E MAKING GHEE5E MAKING I BATGH/DAY 5Y5TEM No3 EXI5TING 51TE COVERAGE: 13,508 5.F.(I.I3%) EROSION CONTROL LEGEND: PAGE : GEN. INDUST. 0.04 GPD/5F 40 32 GPD 40.32 GPD PROP05ED PROPOSED 51TE C.OVERA6E: 14,516 5.F.(121%) SYSTEM No.1 EXISTING F.A.R. = OD130 (15,558 5.F., 130%) 51LT FENCE BARRIER 2 STY FR BUILDING 1550 5F 11,500 5F t1500 5F WA WA WA RE5IDENGE 300 6PD 300 6PD 300 GPD PROPOSED F.A.R. = 0.0138(16566 5.F.,13b%) EO (4 BEDROOMS) INLET TO BE PROTECTED: USE: DWELLING HOUSE CONNECTION W/GLEANOUT REQUIRED FOR ALL COMMERCIAL INSTALLATIONS TOTAL ±550 5F ±13,508 5F ±1,500 5F 0.0 5F 1,00b SF 0.0 5F 828.00 GPD 8528 GPD 913.28 GPD TVP. FOR PROPOSED SYSTEM'S No. I,2 AND 3 U5E CURB DROP INLET PROTECTION OR [>_7< ><, 5ANITARY LOAD GREY LOAD HYPRAULIG LOAD FOR NOTES AND INSTALLATION REQ'MT5 SEE DWG NO3 560145 APPROVAL AREA: FILTER FABRIC,DROP INLET PROTECTION of 4 CAST IRON FRAME AND 6RATE/647VER PROVIDE: WATERTIGHT,IN5EGT-PROOF ADJUSTABLE AND LOCKING CAST IRON CAMPBELL 1182 G OR APPROVED EQUAL z SEPARATION 015TANCE REQUIREMENTS FOR B1-D6 E' o � x -x -x -x -x -x -x -x F.FLPL.= 144.41' `~ 5TORMWATER LEAGHING 5TRUCTURE5 AND F -I ry p x x USE: DWELLING PROPOSED 4 0 HOl15E FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) FINAL GRADE - PIPING(OTHER THAN RE-51DENTIAU: 6' GHAIN LINK (4 BEDROOM) CONNECTION,PROVIDE GLEAN-OUT HORIZONTAL SEPARATION P15TANCES FOR STORM I FENCE I^V GREEN I CHAIN LINK W/PARTIAL B5MNT AT FACE OF BUILDING o O b" TRAFFICx PRIVACY SLATS - FENCE W/GREEN N t_f.... BEARING DRAINAGE LEACHING POOLS: N N O IS PIPE DIA MIN. ( PROPERTY LINE = 10'MINIMUM IAHEREx x Q PRIVACY SLATS EX.GRADE G.I.COVER ® ECFV. 41.25' C I COVER N =4000 N o `-,I-AB I ( EX.GRADE ;.� G.I.COVER EX.GRADE z BUILDINGS WITH CELLAR = 10 MINIMUM 6 ® ECFV.4188 =41.25 =41.25 I%MIN.(AS REQUIRED) I APPLICABLE) BUILDINGS ON SLAB = 10'MINIMUM ELEV. 40.00' PIPE: I I WATER SERVICE LINE/LATERAL5/MAINS = 10'MINIMUM ( I TOOL MYTH DENSITY POLYETHYLENE(HOPFJ ® ® ® ® I UNDERGROUND UTILITIES = 5'MINIMUM A i 10'x10' CONCRETE I EDGE #3® 12"O.G E1^I ; T.O. LAAO o o SIZE: ® ® ® ® I SANITARY SEPTIC TANK = 20'MINIMUM PAD FOR , . _ ORN INLET TO 50 CONN - 10"0 MIH ® ® ® ® ® I SANITARY LEACHING POOL = 20'MINIMUM --'--- x DUMP5TER x ;p dE CK 50 TO SD CNN = 15 MIN : �- o k ROOF LDR CONN= 4"0 MIN � GREASE TRAP = 20 MINIMUM - � 1 _ __---- 21�MIN"I � w T.O.SLAB 0 EL.38.24' r � d Q I ® ® ® ® ® I PUMP STATION = 20'MINIMUM ° ° '" " IE.=38.13' ------ P Z a z V) ( ® ® ® ® ® I 3 MIN. MANHOLE = 20'MINIMUM x I d IE. =38.38 4"0 SDR 35 PVC 0X4 /L.F. ;fl / / � N Zq v IMBED 105 LF.0 Y /LF. _ 3 MIN. I ® ® ® ® ® 1 PRIVATE WELLS = 50 MINIMUM ( ( 2"SAND BAND 4"�HOUSE TRAP 18 Tff IE =3763 IE _�� F }H 1 ® ® ® ® ® RETAINING WALLS = 10'MINIMUM MOUNTING Zb3'=022'DROP(HW 4 Q I \ WRAP STRUCTURES V LP= � z o 1 ® ® ® ® ® I WITH FILTER FABRIC FUEL STORAGE TANKS(BELOW GROUND) = 20' 1,200 6AL 4'0 SDR 35 PVC,OYe"/LF. � ® ® � � ® 0 z � ,}�, '- 85'LF.a Y4'A.F. = I.Ob'_ ® ® ® ® ® ® S 8 MINIMUM I'-0" 2-#5 TOP $ SEPTIC TANK ST � w w I ® ® ® ® ® I I FENCE EDGE WE 6EOT'E)C 351,BY PROPEX) x x BEAM TO EXTEND BOT.GOVT. b"MIN O,Oq'DROP(MIN) ® ® ® ® ® 4 ® a ¢ HORIZONTAL SEPARATION DISTANCES FOR STORM 10"MIN.BELOW W/#3 TIES® BOT OF TANK a EL.33.13' ® ® ® F=31 N ® z4 Q 1® ® ® ® ® 1 I DRAINAGE NON-LEACHING STRUCTURES: PLAN VIEW � FI"'GRADE 24 ±°`G PROPOSED SEPTIC SYSTEM No.3 FOR 8.01 ® ® ® ® ® I® ® ® ® ® I WATER SERVICE LINES/LATERALS/MAINS = 5 MINIMUM ® ® ® ® ® I UNDERGROUND UTILITIES = 5'MINIMUM EXISTING BUILDING 'E' ® o ® ® ® ® N o I® ® ® ® ® I GREASE TRAP = 5'MINIMUM + + SECTION A _® ® ® ® ® ® � (MINIMUM GOMMERGIAL SYSTEM) I PUMP STATION = 5'MINIMUM NOT TO SCALE SAND COLLAR ® z I YCLEAN MANHOLE = 5'MINIMUM + + DUMPSTER ENCLOSURE DETAIL ® ® ® ® ® NON-RATEABLE SANITARY SEPTIC,TANK = 5 MINIMUM 8' DIAMETER SOIL + O''O + NOT TO 5GALE ® ® O N cV N O N TYPICAL COMMERCIAL SYSTEM REQUIREMENTS: 8'0 x 12'EFF.DP. ' GROUND WATER VERTICAL SEPARATION DISTANCES FOR STORM + + Q LEACHING POOL � ® ® � � 0 6 g o 0 0 �LLAR MATERIAL DRAINAGE LINES: I. PROVIDE WATERTIGHT,INSECT-PROOF ADJUSTABLE AND LOCKING CAST IRON FRAME d OF U b MIN. AND COVER INSTALLED AT GRADE OVER ALL OPENING(TYPICAL). U565 DATA WELL No.532390.1 (PENETRATION) WATER SERVICE LIMNS = 18" MINIMUM 2. PROVIDE 8"THK TRAFFIC BEARING SLABS ON ALL 5TRUGTURE5. DATUM= �� BOT.OF POOL O EL.25 25' RATEABLE 501E SANITARY WASTE LINES = 18" MINIMUM 3. MAINTAIN 5%MAX.SLOPE FROM EDGE OF SANITARY SYSTEM OUT 20'IN EACH 77 DIRECTION(TYPICAL) H16HE5T RECORDED GROUNDWATER LEVEL SEPARATION DISTANCE REQ'MT5 FOR SANITARY SEPTIC TANKS 0 10.26'ABV VERTICAL DATUM UNDERLYING SAND AND GRAVEL STRATA (OTHER THAN RESIDENTIAL): PROVIDE: WATERTIGHT, IN5EGT-PROOF ADJUSTABLE AND LOGKIN6 CAST IRON �TIi01-E' NO GROUNDWATER FOUND TO�.14A' MIK HORIZONTAL SEPARATION DISTANGE5: L.STORM DRAINS=20'-0" FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) NOTES: A BUILDING W/CELLAR= 10'-0' M.CATCH BASINS=5'-0" ° I. COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EX15T5 FOR FULL DEPTH. B.BUILDING ON SLAB=V-0` (NON-LEACHING) 2.COLLAR MATERIAL SHALL BE GLEAN GRAVEL ONLY. G.WATER LINES= 10'-0" N.SAN.L.P.=8'-0" CAST IRON COVERS TO GRADE 3. ALL DRAINAGE 5TRUGTURE5 MUST BE WRAPPED WITH FILTER FABRIC. D.WAGE WATER(INETLAND5) =15'-0' P.PUMP 5TA,GREASE TRAP ° 4.USE 15' DIA GORRIGATED HIGH DENSITY POLYETHYLENE(HDPE) HEAVY DUTY PIPE FOR F.PUBLIG WELL=200'-0" OR MANHOLE=8'-0" FINISHED GRADE A INTERCONNECTION OF ON-51TE STORM WATER LEACHING POOLS 6.PRIVATE WELL= 100'-0" Q.PROP.LINES=5'-0' " A.HDPE PIPE SPECIFICATION(AASHTO M-294) H.RET.WALL MTRPROOF)= 10'-0' R SWIMMING POOL=20'-0' 8'MIN.,TRAFFIC 24 of NSW YOf;K Ch1'& f ON G ISLMP B. INSTALLATION OF HDPE SPECIFICATION(ASTM D-2321) J.U/6 FUEL TANKS=20'-0' S.TOP OF EMBANKMENT OR STS SLOPE BEARING TOP B CJOO-272-4480 81 G. WATER-TIGHT JOINT TESTING 5PEGIFIGATION(ASTM 0-3212) K U/G UTILITIES=5'-0' (1556 SLOPE OR GREATER)=25'-0' 20'MIN N`� 20"I11N N D. GASKET SPECIFICATION(ASTM F-411) T.BLUFF=65'-0' INLET " ° www.dignetnycli.com or SEPARATION DISTANCE REQ'MTS FOR SANITARY LEACHING STRUCTURES MIN 4'0 FLOW LINE OUTLET ° ° a a TRAP www.call811.com(for other states) yq a °. SDR 35 PVC,PIPE MIN.6"0 SDR 35 DECAL STORM WATER (OTHER THAN RESIDENTIAL-): OR EQUIVALENT PVC,PIPE OR ° a TRAP SIZE By law,excavators and contractors working in the For safety reasons, homeowners are strongly LEACHI NC POOL (50) DETAIL MINIMUM HORIZONTAL SEPARATION DISTANCES: L.STORM DRAINS OR PITCHED MIN EQUIVALENT, DIM. 4' five boroughs of New York City and Nassau and encouraged to call as well when planning any A BUILDING W/CELLAR= 10'-0' RECHARGE BASINS=20'-0" Y4 PER FT• PITCHED MIN.VIFT NOT TO SCALE B.BUILDING ON SLAB= 10'-0' M.CATCH BASINS,NON4 EAGHIN6= 10'-0' D (TO SEPTIC TP:N"y 6ALV.STEEL PLANSuffolk Counties on Long Island must contact type of digging on their property.Homeowners G.WATER LINES= 10'-0' N.5AN.L.P.=8'-0" OR SEWER MAIN) A 30 DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1800-272-0480 or by ' D.SURFACE WATER(WETLANDS)= 100'-0' P.PROP.LINES= 10'-0' FRAME d DOVER B 30 but no more than 10 working days(excluding calling 811,the national call before you dig lm F.PUBLIC WELL=200'-0' Q.TOP OF EMBANKMENT OR STEEP SLOPE weekends and legal holidays)prior to beginning number. For excavation work completed on O MONOLITHIC GRADE G 4 a G.PRIVATE WELL= 150'-0" (1556 SLOPE OR GREATER)=25'-0" z � any mechanized digging or excavation work to personal property, it is the contractor's BASE SECTION ensure underground lines are marked.Excavators responsibility--NOT the homeowner's-to 1' H.RET.WALL NNS=20'-= 10'-0" R.BLUFF=65'-0' N _ and contractors can also submit locate requests contact DigNet. Having utility lines marked prior W N J.U/6 FUEL TANKS=2' S.SEPTIC TANK,PUMP 5TA GREASE TRAP I I-I 4 • III- online,through ITIC. If you do not currently use to digging is free of charge. K.U/G UTILITIES=5'-0' OR MANHOLE=8'-0" ° . T.SWIMMING POOL=20'-0' I - ITIC, please call 1-800-524-7603 for more info. 8,� I z_ SLAB -I CAULK WATERTIGHT BETWEEN PIPE AND �� d TYPICAL SINGLE GREASE TRAP SLEEVE - - - -NOT TO 5GALE �- ,>�,,FOR HOUSE CONNECTION NOTES: 6ALV.STEEL SLEEVE d G W 1L (USE FOR PROPOSED SANITARY SYSTEM No.l AND No 2) INV. ELEVATION (PER 5.C.D.H.5.STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR E-'-'i X Z PROVIDE: WATERTIGHT,IN5EGT-PRGOF ADJUSTABLE AND LOCKING CAST IRON d 4 ° . ° a: OTHER THAN SINGLE-FAMILY RE5IDENGE5)PROPOSED Q� Q PRDF05M 4'0 FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) ° ° ° a) A HOU5E CONNECTION 15 DEFINED AS THE PORTION OF THE GRAVITY SEWER LINE WHICH EXTENDS FROM THE FACE PROVIDE CLEAN-OUT AT FACE OF BUILDING ° COVER THICKNESSES OF THE BUILDING 70 THE SEWAGE DISPOSAL SYSTEM. O Z BLDG b' 3/I6" FOR SPAN OF 30" b) THERE SHALL BE A MINIMUM TWO FOOT LENGTH OF CAST-IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION. W 'CHEESE MAKING' SEGTI ON 1/4' FOR SPAN OF 3b" 0 HOUSE GONNEGTIONS SHALL HAVE A MINIMUM DIA.OF 4 INCHES,UNLESS OTHERWISE NOTED. FRA.= 42S' �� �� r� �: " d) NOT USED NO BASEMENT EX.GRADE C•I•COVER EX.GRADE G.I.COVER G.I.COVER EX.GRADE G.I.COVER G.I.COVER EX.GRADE 5/I6FOR SPAN OF 48 O 3/8 FOR SPAN OF 60 e.) HOUSE CONNECTIONS SHALL HAVE A MINIMUM PITCH ON ONE-QUARTER INCH PER FOOT. 2 O ® ELEV.42.0' x' _ a ELEV. 42.0' EL=42.01 EL=42.0' a ELEV. 42.0' =42.0' ® ELEV.42.0' _ " " f) SLIP RING CONNECTORS OF THE PROPER TYPE SHALL BE U5ED AT THE CAST IRON JOINT. IF REQUIRED,A lJl N I/2' FOR SPAN OF 12' FLEXIBLE PVC COJPLIN6 WITH STAINLESS STEEL BAND5 MAY BE USED TO CONNECT CAST IRON PIPE TO PVC, m _-----} ------ T.O.SLAB e EL.4102' TD.SLAB TYPICAL HOUSE TRAP DETAIL NOOSE CONNECTIONS. THE FLEXIBLE COUPLING AND BANDS SHALL CONFORM TD ASTM GI113. __ EL.40.42' 9) ALL HOUSE CONNECTIONS SHALL BE PROVIDED W/A GLEAN-OUT AT THE FACE OF THE BLDG. TYPICAL IE=40.11' __--- 120"-- -MINI T.O.SLAB 0 EL.395' 5GALE: NONE W HOUSE CONNECTIONS SHALL BE STRAIGHT. THERE SHALL BE NO BENDS IN 5EWER LINES TO THE SEPTIC,TANK OR FOR KITCHEN WASTE A ------- 6REA5E TRAP. IF 13EN05 ARE UNAVOIDABLE,REFER TO 5GOH5 STANDARDS FOR SEWAGE DISPOSAL SYSTEMS- -j PIPE(SHOW AND KITCHEN WA5TE PIPE(5HOhW1 IE=3gBb' � � IE=X36: � ROHM ------- 7- OTHER THAN 51NG1 E FAMILY RE5IDENGES FOR REQUIREMENTS. � LU SANITARY WASTE PIPE 4'0 SDR 35 PVC o Y4/LF. IE=39.26' �1 F- 12 LF.a Y'/LF. =3A'=0.25'DROP(HIV Q Q Q '5? IS'Tff IE=38.16' IE =3851' ® ® ® ® ® bOSDR35PVG0Y LF. Lr' PROVIDE: WATERTIGHT INSECT-PROOF ADJUSTABLE AND LOGKIN6 CAST IRON • ® ® ® �LP� ® ENGINEER: 4 TRAP SANITARY WASTE PIPE I�00 F"41- 4 LF.6 Ye'/LF. =1.13'= 1,200 GAL 4 SDR 35 PVC,O Ye /LF. FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) 410 SDR 35 PVC 0Y4/LF. �'S ' GT 010'DROP(HW SEPTIC TANK ST 4.0 L.F.a )gu%=1.13'= I ® ® ® � '� ® SUFFOLK COUNTY DEP AJZT1,,1E ,0-F HEALTH SERVICES _ 4"MIN b'MIN ® F TANK 0.10'DROP(MnW © ® ® ® ® Q ® APPROVED 24 - 2 FINISHED TRAFFIC 5 F�:EF-0YE�:P" l'Ib LF.o Y4 U. =4O'=033'DROP(MINI ® ® N ®81.01 EL. IE 0 SEPTIC TANK=3426 BOT OF TRAP a EL.34 31 BOT.OF TANK :: 4" �. ® ® ® � ® ® REFERENCE NUMBER: `9 ° BEARING TOP * � , '6) p z ® ® ® ® ® _� D ( G-------� 20" MIN = (V �. � � 20 MI N 1E.=34.26' ® ® ® ® ® ® SEE DRANVING# (/ L OF 1( FOR�' CONDITIONS (INET PIPE-SANITARY WASTE PIPE FROM'BLDG b) I � ® ® ® ® ® .,..1_ • .�p:E t 4"0 SDR 35 PVC,o Y4/LF. © ® ® ® ® ® REVIEWER'S nJITIALS: INLET I N `� �1Z PROPOSED SEPTIC SYSTEM No.2 FOR Ib LF.a Y4 A-.F. =40 =0.33 RISE(MIW PROPOSED CHEESE MAKING BUILDING 'E' 3'GLEAN SAND COLLAR ® ® ® ® ® ® iv OUTLET o� 3493 � 80 x 12 EFF.DP. � ® ® MIN 4 DIA. " FLOW LINE MIN 4 DIA. SSIONAL�� (COMMERCIAL SYSTEM) LEAGHIN6 POOL ® ® SDR 35 PVC I b SDR 35 PVC, (I OF I) ® ® PIPE OR I I EQUIVALENT NOT TO SCALEPIPE OR EQUIVALENT (L - - JEFFREY T. BUTLER, P.E. U565 DATA WELL No.532340.1 BOT.OF POOL® EL.2651' PITCHED MIN. al O - BAFFLE I Ye IN PITCHED IN. DATUM = H6VD29 / / Y4 IN/I FT H16HEST RE(SORDED GROUNDWATER LEVEL = 10.2b'ABV VERTICAL DATUM I m/ � U_ dJ WALL � Q TESTHOLE: NO GROUNDWATER FOUND TO EL. 14.0' I U_ d PROVIDE: WATERTIGHT,INSECT-PROOF ADJUSTABLE AND LOCKING CAST IRON I I N FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) I I o ° ,L CID PROP05ED 4'0 HOUSE COW�iGTION PROVIDE: WATERTIGHT, INSECT-PROOF ADJUSTABLE AND LOCKING CAST IRON 8" MIN TRAFFIC - ° - - Z O Q EXISTING PROVIDE CLEAN-OUT AT FACE OF BUILDING FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) FBEARING SLAB O jj j- Z CO LU USE: FARMSTAND FINISHED GRADE I . . O � } 11 NOTE: GALG'S AND DESIGN -T !� `� Z Q (TO BE REWORKED) � �j v I Q FRA.= 5125' ' 2' PERFORMED IN ACCORDANCE , - --T I O Q N (Y NO BA5EMENT EX.GRADE G.I.COVER G.I.COVER G.I.COVER PE G.I.COVER G.I.COVER u" WITH SGDHIS SPECS. < CL ® ELEV.41.5' =415' 6 ELEV. 407 5' =41.5' =415' ® ELEV. 415 EL=415' E =415' a ELEV. 4015' v 21 -I � / I � Q- ------ T.O. LAB a EL.4652' -----� ------ TD. EL,4455M' MIN. 4"oP 5DR 35 ®®® I I z z Q TYPICAL IE.= 4561' - ----- ------ 20"MIN PVC, PIPE OR ®®® I I \ Q; Q Z O 1--I T.O.SLAB O EL.45.0' FOR KITCHEN WASTE --- -RDN Ulf ------- EQUAL, PITCHED ®® PIPE(SFIOWN)AND KITCHEN WASTE PIPE 15F101^UI) IE=4536' � � IE=4496' ------ MINYB' PER LIN FT < - SANITARY WASTE PIPE 4'0 5DR 35 PVC o Y /LF. M IE.=440' ® / \ 1� O O r • :o IE=4476 � - � ®® � -� W � J J 12 LF.a Y/LF. 3.0' 0.25 DROP(MIW Q Q 4 4 IP iff IE=4426' ® ® � ® ® ® / I _ Z - 4'0 HOUSE TRAP 1,500 GAL 6'0 WR 35 PVC aYe /L.F. � V ® I to I SANITARY WASTE PIPE 4 LF.0 Ye'/LF. =1.13'= 1,200 GAL `r 4'0 5DR 35 PVC O)W/L.F. ® ® ® SLP_ ® / o 3' MIN. ' I - X 4"0 SDR 35 PVC 0Y4/LF. GREASE TRAP GT OJO'DROP(MIW SEPTIC TANK ST 4O L.F.6 J 'wr-.=1.13'= I © ® ® � ® 1� + I Q O O (y Ib LF.a Y4'/LF. =4O'=033'DROP(MIW 4"MIN 6'MIN 0.10'DROP(MINI ® ® ® ® ® 4 ® COLLAR k O I.E.a SEPTIC TANK=44.76' BOT OF TRAP O EL.39.53' BOT.OF TANK ®_ ®_ ®_ ®_ ®_ ®_ > I I - 8.0 8.0' O EL.34.16' ® ® ® ® ® ® I r= I I ® ® ® ® ® � ,yo II I o IE.=44.16' ® ® ® ® ® ® j I- Z LLI 4"A�SDR 35 PVC,o Y4'/LF-SANITARY TE PIPE FROM'BLDG'A') ® ® ® ® ® � 8'0 I / 5 PROPOSED SEPTIC SYSTEM No.I FOR p p 16 L.F.0 Y4/LF. =40'=033'RISE(MINI ® ® ® ® ® ® \ I / EXISTING BUILDING 'A' Y GLEAN SAND COLLAR ® ® ® ® ® (GOMMERGIAL SYSTEM) 8'0 x 13'EFF.DR � ® ® x b' MIN. PENETRATION NOT TO SCALE LEP�GIIIN6 POOL ® ® HIGHEST RECORDED INTO A VIRGIN NOTES: I TE: ALL PIPING INSTALLED ® m I. CONCRETE TO TESTUNDER 514ALL BE CAST (I OF U GRND WATER STRATA OF SAND 4000 P.5.1.O 28 DAYS \ ( AND SHALL REMAIN CAST IRON IRON, I BOT.OF POOL 0 EL.24A' / _ - AND GR`� 2. REINFORCEMENT MEETS _ I� LEAVING THE BUILDING TOA F A G E " DATUM DATA WELL No.532340.1 _/ AS.T.M.A-b15,A-185 SPECS 015TANGE OF V AWAY FROM BLDG DATUM = N6VD24 I BACKFILL MATERIAL 3. ALL SANITARY PIPING TO BE PERIMETER. HIGHEST RECORDED GROUNDWATER LEVEL = 10.26'ABV VERTICAL DATUM (GLEAN SAND d GRAVEL) 4'0 5DR A PAG TE5THOLE: NO GROUNDWATER FOUND TO EL. 19.0' P.4AR 3 0 2016 IL')f 5AN 1 TARP LEACH I NC POOL (LP) SEPTIC TANK - 1,200 CAL. (5T) rh..-` (GOMMERG I AL SYSTEM (COMMERCIAL 5Y5TEM) ) w� NOT TO 5GALE NOT TO 5GALE 0 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXGLL151VE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXGEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS 5HALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL GON5TITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. o VALVE BOX COVER � N FINISHED 6RADE _ 0 0 =III=III-III-III: o NOTE: g ALL WATER LINES SHALL BE 4'-b" BELOW GRADE. ADJUSTABLE CURB BOX -. - - - - `r � Ck BINGHAM 4 TAYLOR FIG. No. - - - - - 4g01 BUFFALO TYPE, _ . . _ . . _ . . _ fl COMPLETE OR APPROVED -. _ - - - - - - : . - - - - - ~ PROPOSED 2" WATER SERVICE . . _ . . _ EQUAL. s W (15 MIN COPPER PIPE PRIOR TO CONN POINT) _ - - _ _ . . _ . . _ . . _ . Us CURB STOP MUELLER H-15204 - - - - - - - - - - - . Q B 2 A PROP05W 2" WATER SERVICE M AN51TION TO OF APPROVED EQUAL. - PVG PIPE BETWEEN REQ'D COPPER LENGTHS) _ . . _ . . _ . . - - _ _ _ _ - _ Twin 75 Watt Quartz Bullet floods come pre-assembled and pre-wired on C103 Mounting plate. Lamps supplied, S '' � S --TAMPED BA6KFI LL o I _ . . - Info - PROPOSED - - - PROPOSED 2" WATER SERVICE _ _ _ _ _ - Lamp Info Ballast " WATER SERVICE [COPPER PIPE - 15' MIN FROM ALL _ _ _ _ - _ - _ . _ - _ - _ - _ - . Type: T-4 Type: N/A \ 2 � U CONNECTION POINTS(TYP), - _ _ - - - - Watts: 75W 120V: N/A o o 0 0 (COPPER PIPE - 15'MIN TRANSITION TO 2" PVC BETWEEN - - - - - . . _ . . _ . . _ _ . FROM CONN.POINT) CORPORATION STOP MUELLER H-15000 OR VALVE EtOX_51=10_ULD NOT '_' _ - _ - _ - _ Shape/Size: N/A 2osV: NIA REQ'D COPPER LENGTHS] Base: N/A 240V: NIA 4 APPROVED EQUAL WITH APAG FULL BODY COME INTO GONTA6T WITH • : ' - _ -. _ - _ - ; - SUPPORT INSERT SERVICE SADDLE / IDI. WATER MAIN C2R�/L�LVE - . . - - - ANSI: N/A 277V: NIA - - - - Hours: 1,500 Input Watts: 75W - _ - _ - _ - _ • • n . . _ _ _ - Lam Lumens: 1,500 Efficiency: 100°!o i �UFFOLK (; s-1...._.�n.rem•,,,- ,,�,.., "'-"'--`^---••-••--� � EXISTING WATER MAIN a _ . . _ . . _ . . _ . . . p cy: L FFOLK.COUNT T Y•DEP A� ��'IE u(�`-,�.F REALii H;','t. l�V ES a ° . Efficacy: 20 LPW _ y f[y d• V •a C °dd ��.ti �a�"'A,�`/E r:'.or E WATER SERVIGE DETAIL PVG MAIN • • PVC MAIN Technicai Specifications D`UE '�''�C`E- TIR-TI.4DE,f�,: jU --/S^ 0 C,c.,� I NTS. a .9 a _ _ •as _ UL Listing: ------'-�"-"- _ - _ - _ Suitable for wet locations. Suitable for mounting within SLID DE` `�`TL'�`e I,g 3o b 4� CU 'I C - 1C)�d 1.2m (oft) of the ground. A- 4 ��TITrx�i S: d• d . _ - . . - . . - -. - - - - - -. _ . . _ . . _ _- t- Housing: - - - - - - - - - - - - - - - Precision die cast aluminum, 1/2" NPS threaded arm ENTS FOR WATER SERVICES _ - - with locking swivel and EZ Grip lock nut fits all standard INSTALLATION REGUIREM _ _ BLS � F�G1ENT�` °F- mounting covers. ei TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY, APPENDIX 3) - - 4JNDISTURIBED - _ - - - GONGRETI AGAINST SUITABLE ( . . _ 5Q{�L G. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT - - - I-- - - - Lens Gasket: INSTALLATION I ATION OF SERVICES--SUBDIVISIONS _ _ - ENGINEER. .D��7ESAIL�NDE:RNEATFI. . INSTALL PIPING 4 I/2'DEEP FROM THE HOUSE TO THE EXISTING STUB 15 UTILIZED 15 NOT ACCEPTABLE.(BRASS COUPLINGS ARE _ - - . . - - - - _ - _ - _ -AND-5IDES IN SOLID DIRT._ - _ - High temperature silicone gasket stays in place during VAULT(TIE IN AT AUTHORITYS COPPER TAIL) REQUIRED) _ - _ - _ - _ -. _ -. . _ . . _ - - . . _ _ - - - - . INSTALLATION ATION OF SERVICES-EXISTING STREET 4 WATER MAIN D. TWENTY(20') FEET OF COPPER 15 REQUIRED FROM INSIDE - - - . - . . - . . _ . . _ . . - . . _ _ _ _ _ _ _ _ _ _ _ _ relamping. I. INSTALL PIPING ON THE PROPERTY,4 I/2 FEET DEEP FROM THE THE BUILDING TO THE START OF THE PLASTIC PIIS. - - - - - - - - - SERVICE LINE INSPECTION PROCEDURES _ _ _ . . _ . . _ _ - . . - . . - - . . _ . . _ . . _ Reflector: BUILDING TO THE PROPERTY LINE.A MINIMUM I SERVICE LINE 15 I. GALL THE NEW SERVICE DEPARTMENT TO REGUE5T AN T 1 REWIRED. INSPEo'nON WHEN YOUR WORK 15 COMPLETED.(ONE MINE55 Semi-specular anodized aluminum. `../ m 2. LEAVE A I'RI5ER ABOVE THE GROUND LEVEL AT THE PROPERTY DAY ADVANCED NOTICE 15 REQUIRED �A INSTALLATION m LINE WITH THE END CRIMPED. I 1 P I GILL IN Yl LINE HATER L 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND 2. SOMEONE MUST BE PRESENT ON THE DAY OF INSPECTION- Sockets: w 3. IF REINSPECTION 15�,A$25.00 FEE MUST BE PAID NOT TO 5GALE Porcelain bi-pin GY 8 base with gold plated contacts rTi N SUBMITTED AT TIME OF IN5PECTIOK MEASUREI-ENTS ARE TAKEN IL-1 FROM TWO(2)NEAREST CORNERS OF THE BUILDING TO THE END OF PRIOR TO THE REINSPECTION YOUR PIPE AT THE PROPERTY LINE.SERVICE LINE MEASUREMENT 4• ��T���oPFx�NOT BACKFILL THE TRENCH UNTIL and 250 C socket wires. � ^ FORMS ARE AVAILABLE AT THE NEW SERVICE DEPARTMENT. OUR INSPECTOR INE APPROVED THE SERVICE LINE. F+1 r FEET 5. IF THE SERVICE LINE INSPECTION PASSES,THE END OF THE PIPE Lens: � m 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 BY THE CURB WILL BE PAINTED BLUE.IF SERVICE INSPECTION AWAY FROM ANY OBSTRUCTION SUCH AS TREES,TELEPHONE POLES, FAIL5,THE END OF THE SERVICE WILL BE PAINTED RED. Thick, tempered glass. CATCH BASINS,OR DRIVEWAYS AND SHOULD BE AT A LOCATION UNTIL 4:30 P.M.IF YOUR O b. PLEASE DO NOT GALL OUR OFFICE L O � ('(� � X APPROXIMATELY OPPOSITE THE POINT OF ENTRY INTO THE INSPECTION FAILS. Finish: EX15TING BUILDING. 7. NO OTHER UTILITIES(E.G.GAS,ELECTRIC,GABLE TV,ETC) 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE Our environmentally friendly polyester powder coatings I STY FR. BUILDING X Z J L BUILDING. SHALL BE Bl�l®IN THE WATER SERVICE TRENCH' USE: FARMSTAND b. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT are formulated for high-durability and long-lasting color, FROM�� �� TIER ALL OF THE ABOVE HAS BEEN COMPLETED,GALL THE NEW and contains no VOC or toxic heavy metals. o.0 00 (TO BE REWORKED) CLEARANCE INS ATION OF SERVICES--EXISTING STREET STUBS SERVICE DEPARTMENT TO HAVE THE METER SET.WE MUST HAVE THE 0.0 < O I. INSTALL PIPE 4 I/2 FEET DEEP'FROM THE HOUSE TO 1}E EXISTING HOUSE NUMBER BEFORE THE MEIN CAN BE`� ,0.0 00 5T11B VAULT(TIE 2 AT FET DEEP!FROM CAPPER TAIL) TAP LETfER5 Replacement Lamps: 00 .0.0 ,0.1 °0° .o0 00 00 •0° LU 4 2. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE TAP LETTERS GAN BE REQUESTED AFTER ALL FEES HAVE BEEN PAID, BUILDING. WATER SERVICE 1�A5 BEEN ESTABLISHED AND THE METER HAS BEEN (2) QUARTZ DUAL BULLET KIT 0.1 o.o � SPECIFICATIONS. `-� 0.1 O.I ,0.1 ,0.0 NOTICE IF INSTALLING SEPARATE HOT WATER HEATERS,SEPARATE Installatir. n: MODEL No.HEIGHT .00 ,0.1 ,o.l 0.1 00 I. TYPE 'K"SOFT COPPER TUBING,MINIMUM SIZE I"INSIDE DIAMETER EXPANSION TANKS SHOULD BE INSTALLED. MOUNTING HEIGHT = 8' ABV GRADE 0.2 0.2 0.1 01 0,0 .o.o = Q 2. CUSTOMERS VALVE= SWITCHING SERVICE To HOMEOWNER--THE BUILDER CAN BRING' INA Twin 75w Flood Kit pre-assembled on C103 plate for ,o0 0.0 .01 02 0.1 '01 '01 01 00 0.0 ,0.o U1 N A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTER5 THE 516NED APPLICATION CARD SIGNED BY THE BUYER,BUT IT MUST BE easy instz,"lation. 0.0 0.1 BUILDING. Y INCLUDING SOCIAL SEGURITY NUMBER, .°0 00 •D1 .03 02 ,0.2 X01 '01 0.1 01 ,0.0 00 ,00 0 0 0.0 3. PLASTIC PIPE SPECIFICATIONS: FILLED OUT NSE 10 IEL A. PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE DRIVER LICENSE ID NUMBER,CURRENT MAILING ADDRESS,AND Patents: '0.0 0• ,0.2 .°.2 ,o.o ,o.o CONTACT PHONE NUMBER IT 15 RECOMMENDED THAT THE BUILDER 0.0 0.0 0.0 0.2 '03 0.2 01 0.1 01 0.0 0.0 WATER SYSTEMS CAN BE INSTALLED FROM THE BUILDING TO RAB sensor and fixture designs are protected under 00 ,o.o • ,0.0 0.1 ,o.l 0.2 0.1 00 ,0.0 • W ESTABLISH TIE ACCOUNT AND GALL FOR A DISCONNECTION OF .0.0 ,0.0 02 ,0.1 WITHIN 20'FROM THE PROPERTY LINE.THE LAST 20'TO THE SERVICE,ALLOWING THE BUYER ONE WEEK TO ESTABLISH SERVICE IN U.S. and International Intellectual Property laws. 01 ,OJ 0.1 ,0.1 '0'1 01 0.0 01 OS 0.4 °� 03 0.2 0.1 0.1 0.1 01 00 ,0.0 ,0.0 PROPERTY LINE MUST BE"K'SOFT COPPER TUBING. HIS/HER NAME. B. PIPE SHOULD BE GLA_%IFIED TO WITHSTAND WORFgN6 PRESSURE OF 200 P5.1.(WITH BURSTING PRESSURE RATED AT OA 0.1 0•I '0'1 OJ .0.0 Ob �°•4 'p•4 0� 0 2 0'1 0.1 + ' 0.0 ,0.0 0 0 0.2 ,0.2 ,0.1 . .I .0.0 ,0.2 03 ,0.6 .0.4 03 0.1 .0.1 .0.0 LEAST TWICE THE WORKING PRESSURE) 0.0 ' ,o.l •0.1 pb .O.T 'p,2 0.1 00 o l ,0.1 ,0.1 '°•0 ,0.4 0.4 03 0.1 Q'0 ENGINEER: '0.0 ,0.0 � ,0.1 ,0.1 J.I ,O.T ,0.1 .0.1 00 0.0 ,0.2 .0.2 ,0.1 ,0.0 .0.1 Ob J.0 J.7 0.4 0.2 .0.1 0.0 ,0.0 OS o.l ,0.1 JS O.T ,o.l O.I 01 0.1 ,0.2 ,0.2 ,25 J e .0.2 ,0.1 (E O F/V ,0.0 0.0 ,0.2 .0.2 ,0.1 0.0 0.4 .03 0.0 �P F 0.3 ,0.1 0.1 J.9 0.9 0.1 .0.1 C3 �REY�^T 00 0.1 0.1 .0.2 ,0.2 ,0.2 ,0.1 ,0.1 .0.0 0 ,45 .25 .0.3 .0.2 .0.1 6 L- ,0.3 ,0.1 .0.1 J.0 .0.4 0.1 � G� � RAB NOTE-5- .0.0 0.1 ,0.2 .05 '0.4 ,0.4 .0.3 0 0 2 Al ,0.1 .0.1 .0.1 O A .4.1 2.1 ,0.4 .0.2 .0.1 .0.1 0.1 1 5T1'IFR BL06 0 ► �t� x .O b ,0.4 0.2 ,D.I 1-] J.2 ,O.l 0.1 0.1 USE:GARAGE Z 36'MIN LENGTH FBNGE WOVEN WIRE FENCE(MIN * THE LIGHT L055 FACTOR(LLF) 15 A PRODUCT OF MANY 0.2 03 0.6 0A 0.3 01 ,al PROP05ED 0.2 ,0.2 .0.1 N t , VARIABLES,ONLY LAMP LUMEN DEPRECIATION (LLD) HAS BEEN p4 ,0.6 0•b '0.1 T '0.4 0.3 0� ' I STY STEEL BUILDING .03 01 O1 0.0 0.0 2"X4"WOOD FRAME POSTS DRIVEN MIN.16' 141/2 GAUGE W/MAX.b' 0 U5E:0EE5E MAKING .0.l <u INTO GROUND. MESH SPACING) APPLIED TO THE CALCULATED RESULTS UNLESS OTHERWISE NOTED. ,0.6 J.0 J.T J•1 0•T 0.4 ,0.2 ,o.l FIN.R.EL�425' 0•I o0 0.0 '0•° 0.0 0.0 �p as3 _ THE LLD 15 THE RESULT(QUOTIENT) OF MEAN LUMENS/ INITIAL b J 3 AREA: L @ 5F ,o.o STAKE 10' MAX.c• To G. LUMEN5 PER LAMP MANUFACTURER'S SPECIFICATIONS. J•q .25 25 Jq 0.9 0.4 0.3 SI0NA\- 3 i- -� .4. 04 JEFFREY T. TLER, P.E. n 2 * I UMINAT OPx VALUES WN IN FOO G ND E5 ARE THE 41 21 J.o \\\ FABRIG�� PREDICTEDREFOR P PLANES OF GALCULATION EITHER A J2 0.T �/ Q HORIZONTAL,I�ERTIGAL OR INCLINED A5 DESIGNATED IN THE 0.2 CALCULATION 5UMMARY. METER ORIENTATION 15 NORMAL TO THE © OS ' HIEI6HTOF PLANE OF CALCULATION. ExISTING _Tt�- o y 15TY FR.BUILDING }- I I 11111 I I� Mvp . . .� ..... y FILTER U5E:SHEEP BARN _III * THE CALCULATED RESULTS OF THI5 LIGHTING 51MULATION (ro REMAIN) N O < -1I I I-1I I f=11 I �r' z }- v �,0 y y v �p`ry v °� REPRESENTS AND ANTICIPATED PREDICTION OF SYSTEM FIN.FL.EL.=42.5' Q I I PERFORMANCE. ACTUAL MEASURED RESULTS MAY VARY FROM Q - LL DROP INLET BURIED FABRIG P�SPECTIVE�� THE ANTICIPATED PERFORMANCE AND ARE 5UBJEGT TO MEANS WITH GATE AND METHODS WHICH ARE BEYOND THE CONTROL OF RAB 0 W Z Z m LU Q FRAME LIGHTING ING. Q ILI }O 36"MIN.FENCE P05T-� U Q Z d * MOUNTING RE:IGHT DETERMINATION 15 JOB 51TE SPECIFIC,OUR j S WOVEN WIRE FEHGE(MIN.14 I/2 6AU6E W/ N LIGHTING 51MULATION5 A55UME A MOUNTING HEIGHT(INSERTION � < � � < D_ MAX b'MESH SPACING)WITH FILTER CLOTH X POINT OF THE !LUMINAIRE 5YM13OU TO BE TAKEN AT THE TOP OF FLOW ? THE SYMBOL FOR CEILING MOUNTED LUMINARIES AND AT THE j BOTTOM OF THE SYMBOL FOR ALL OTHER LUMINAIRE MOUNTING Z v 0 GATHER EXGE55 AT III ( UNDISTURBED GROUND CONFIGURATIONS. A I Z CORNS COMPACTED 501L z * RAB LIGHTING, INC. LUMINAIRE AND PRODUCT DESIGNS ARE PARTIAL PLAN - P' L-; 'OS�D L I C STI 1�C � � < Z O V EMBED FILTER CLOTH PROTECTED UMIDER U.S. AND INTERNATIONAL INTELLEGTUAL 5GALE: I - 20 O < - J A MIN.OF b"IN GROUND. 4" PROPERTY LA 6. „ „ E"� d) O O t- 60KIRUGTION 5PEGIFIGATION5 SECTION VIER PATENTS 15SUED OR PENDING APPLY. THE LIGHTING ANALYSIS,EZ-LAYOUT, ENERGY ANALY515 AND /OR V15UAL SIMULATIONS ("LIGHTING DESIGN) PROVIDED BY RAB LIGHTING, INC. (RAB) x 9) Z U_ � REPRESENTS AND ANTICIPATED PREDICTION OF LIGHTING SYSTEM PERFORMANCE BASED UPON DESIGN PARAMETERS AND INFORMATION PROVIDED BY X LE O I.FILTER FABRIC SHALL HAVE AN E05 OF 40-85. BURLAP MAY BE USED FOR SHORT OTHERS. THESE DESIGN PARAMETERS AND INFORMATION PROVIDED BY OTHERS HAVE NOT BEEN FIELD VERIFIED BY RAB AND THEREFORE ACTUALL-1 Cj MEASURED RESULTS MAY VARY FROM THE ACTUAL FIELD CONDITIONS. RAB REGOMMEN05 THAT DESIGN PARAMETERS AND OTHER INFORMATION BE Q F- N N TERM APPLICATIONS. Luminaire Loclatlon Summa 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED GON5TRUGTION 5PEGIFIGATION5 FIELD VERIFIED THE REDUCE VARIATION. LL 0 THEY WILL BE OVERLAPPED TO THE NEXT STAKE. LUmNO Ta (t(� Label Mtg Ht Orient Tilt RAB NEITHER WARRANTEES EITHER IMPLIED OR STATED WITH REGARD TO ACTUAL MEASURED LIGHT LEVELS OR ENERGY CONSUMPTION LEVELS AS I� O I.WOVEN HIRE FENCE TO BE FASTENED SECURELY TO FENCE P05T5 WITH WIRE TIES � ' 3.STAKE MATERIALS WILL BE STANDARD 2" x 4' WOOD OR EQUIVALENT. METAL WITH A OR 5TAPLE5.P05T5 SHALL BE STEEL EITHER"T"OR"U'TYPE OR HARDWOOD. I A (2) 0626 8 226.08 60 COMPARED TO TH05E ILLUSTRATED BY THE LIGHTING DESIGN. RAB NEITHER WARRANTEES, EITHER IMPLIED OR STATED,NOR REPRE5ENT5 THE Z MINIMUM LENGTH OF 3 FEET. 2.FILTER CLOTH TO BE TO BE FA5TENED SECURELY TO WOVEN WIRE APPROPRIATENESS, COMPLETENE55 OR SUITABILITY OF THE LIGHTING DESIGN INTENT AS COMPLIANT WITH ANY APPLICABLE REGULATORY CODE 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS 2 A (2) QB2B 8 221.4x5 bO REQUIREMENTS WITH THE EXCEPTION OF TH05E SPECIFICALLY STATED ON DRAWINGS CREATED AND SUBMITTED BY RAB. THE LIGHTING DESIGN 15 Z FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF FENCE SHALL BE WOVEN WIRE,12 I/2 GAUGE,6'MAXIMUM MESH OPENING. Total QUantitl I: 2 ISSUED, IN WHOLE OR IN PART, A5 ADVISORY DOCUMENTS FOR INFORMATIONAL PURPOSES AND IS NOT INTENDED FOR CONSTRUCTION NOR A5 BEING O Q WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 3.WHEN E 5 SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- PART OF A PROJECT'S CONSTRUCTION DOCUMENT PACKAGE. 5. FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT LAPPED BY 51X INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. MIRAFI IOOx,STABILINKA TI4oN,OR APPROVED EQUIVALENT. b.A 2" x 4" WOOD FRAME 5HALL BE COMPLETED AROUND THE GRE5T OF THE FABRIC Luminaire 5chrdule FOR OVER FLOW STABILITY.MAXIMUM DRAINAGE AREA I ACRE 4.PREFABRIGATED UNITS SHALL BE 6EOFA5,ENVIROFENGE,OR APPROVED EQUIVALENT. mbol TQI Qt Label Arrangement TI Lam Lumens Lum. Lumens LLF PCSGrI tion Lum. Watts, Arr. Watts Total Hatt5 Filename P A(5E : :.y-r_...;•--°-- 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN g y p p A 2 QB213 2 0 a0° 1500 152 1.000 Quartz Dual Head Bullet Kit - 15H 15 150 300 QBI - L5121865.IE5 'BULGES"DEVELOP IN THE SILT FENCE. FILTER FABRIC MAR 3 0 201 -'a U.S.DEPARTMENT OF AGRICULTURE U S.DEPARTMENT OF AGRICULTURE SILT Ga Icu lation Summary t NATURAL RESOURCES CONSERVATION SERVICE DROP INLET NATURAL RESOURCES CONSERVATION SERVICE JEFFREY T. BUTLER, P.E. IS NOT RESPONSIBLE FOR SAFETY T,�._.....-._•_..,-._,.._._.,---_._ AND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL GONSERVATIDN NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE Label Description GaUgm Units Avg Max Min Avg/Min Max/Min Pt5pGLr Pt5pGTb - THIS IS NOT A RECOMMENDED L16HT LAYOUT. IT IS A I U NEW YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE 501L I WATER GON5ERVATION COMMITTEE DE-516N BASED UPON THE SOUTHOLD TOWN CODE - SECTION GalcR5 5ite Readin s, Taken at 0'-0" AFG Illuminance FG 0.06 4.5 0.0 N.A. N.A. 5 5 280-12q AND SUB-SECTION 172 - EXTERIOR LIGHTING • of �- THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXGLU51VE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD;,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE ARCHITECT.TITLE TO THE-5E PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF AGGEPTANGE OF THESE RESTRICTIONS. x�.zx�-_ --- �c'.yr�r�.,z.. '••��-�v�racsrea:.so-'z¢»:.az+vs'- ^.�axi.acae�a.cR.-a!nws�sxs-.r�sc!�m'ss�xwvacsw!'>�mc saenr� �g �, 0OFFICE- DESIGN /'`'��'�`D E�.I�I.�AN TORY NOTES � CUTCHOGUE, NY - N MORTON BUILDINGS GENERAL SPECIFICATIONS ����rro. Mr. �+ r „ - ., �� � � ., � �' r � 128-040646 �I1.) ALL PLOT PLANS AND RELATED DELI, .ILS SHALL B� r rOVIDED BY O'r4N R UNLESS LAMINATED COLUMNS-NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS =3 c:• 1 � INCORPORATED AS PART OF THESE DRAW!N1GS. NAILED 8"O.C.STAGGERED ON EACH SIDE WITH 4" NAILS. 2.) MORTOIJ BUILDINGS GENERAL SPcCIRCATiONS APPLY UNLESS 11OICATE 1 DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. /. ANCHORED ON CONCRETE-COLUMNS ARE ATTACHED TO CONCRETE BY USE OF ' "H.R.STEEL COLUMN _ SOCKETS. EACH SOCKET IS FASTENED TO THE CONCRETE BY TWO 1/2' DIA.x 10" PLATED ANCHOR BOLTS AND 3.) MINIMUM LIVE ROOF LOAD DESIGNS FO€P, CJS~ISTRUCTION, MA!NTENANCE, COLUMN IS FASTENED TO SOCKET BY (4) 1/2"xb"M. BOLTS & (8)20d R.S. NAILS. v 1 REPAIR,AND OTF44ER TEi+.�iF':. RARY LOADS P'ER SEC's10N 1607.1 1.2 M - � m a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSF TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINAIED COLUMNS ARE NO. 1 cv _ b.) ROOF TRUSSES, HLADEPS, L OLUMNS AND OTHER PRs��iP.RY - w OR BETTEr SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE STRUCTURAL MEMBER = 20 PSI `z c.) FOOTINGS = 14 PSF (DESIGNED FCR ROOT`SNOWLOAD AND OTHER a TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE R. NON-TEMPORARY LOADS, W/APPROVAL FROMPU!LD1tdG OFFICIAL). � w CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. 4.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE FRAMING LUMBER-SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO.2 OR BETTER SPACED APPROXIMATELY 36" DIRECTIOIN OF THE LICENSED / 'REGISTERED ENGINEER . � O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO.2 OR BETTER. 5.) THE PRECEDING SYMBOL IDI F:;lFSES ITEMS THROUGHOUT THE FLANS'THAT ARE NOT PROVIDED BY MORTON BUILDNGS, It I-1 OR MORTON BUILDINGS' ROOF TRUSSES- FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED SUBCONTRACTORS AND ARE THE 0"A?NER'S RESPONSIBILITY. LLl AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE � � f.r =�. .s _. _ 1 AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. __j SIDING PANELS & ROOFING (FLUOROFLEX 1000 TM) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME n fa � � F^9 L- STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON ---- - Z ^k * EXTERIOR. BUILDING DESIGN CRITERIA UJ BUILDING CODE 2010 BUILDING CODE OF NIEW YORK STATE TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, , I USE GROUP A aRICU!_TUR/'ti!_ r _ CORNERS, BASE WINDOWS,AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. CONSTRUCTION TYPE VB { U t2 1 = 2 EXISTING BUILDING AREA 7200 SO FT GUTTERS-5"K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH SIDES PROPOSED BUILDING AREA. _ _-1103 SOX FT � OF THE BUILDING. TOTAL BUILDING AREA83;)8 SQ FT 1 2x4WF1 F1 02/12 MEAN ROOF HEIGHT 13.6 FT BUILDING CATEGORY MINIMUM LIVE ROOF LOAD DESIGN SEE NOTE #31I ROOF SNOW LOAD* 14 PSF GROUND SNOW LOAD 20 PSF ,__ MAXIMUM DESIGN ELEVATION , I'000 FT WIND SPEED (VSs) 120 MF;I � -� 0.a WIND IMPORTANCE FACTOR 0,77 I *_ EXPOSURE CATEGORY �C _ Q z INTERNAL PRESSURE COEFFICIENT - 0.18 j BUILDING DESIGN CONDITION _ ENCLOSED ~�- i 0 WIND LOAD DESIGN ASCE 7 METHOD 2 0 ZONE 1 E ��._ 19.67 rSF _- Uu ZONE 2E � � -25.60 PSF '0IN r 3c 17.4,3 FSF ZONE 4E --16.3.5 PSF z MAIN WINDFORCE RESISTING SYSTEM ZONE 5E _-16.18 PSF (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 6E -12.49 PSF (FOR ZONES SEE MWFRS ON ELEVATIONS PAGE) -Z{)tyr_ 1 �- 14.26 PSF (MAXIMUM VALUE SHOWN) -------- ;ONE 2 I -17.82 FS' DRAVIN 8Y. IRANDY P. ` ZONE 3 -13.28 PSF ` I .__. DATE: !7/17/2014 ZONE 4 -12.19 PSF ZONE 5 11.88 PSF CHECKED BY: V. DEVERA ZONE 6 -9.63 PSF DATE: 07/28/14 CURRENT LUMBER SPECIFICATIONS (06-01-2013) ZONE 1 I 1-1.91 -22.12 PSF REVISED DATE-.' ---- SHEET INDEX SIZE DESCRIPTION BENDING VALUE Fb COMPONENT&CLADDING WIND LOADS ZONE 2 13.93, -38.51 PSF- REVISED DATE. SHEET# DESCRIPTION 2x4 NO.2 SPF 1313 PSI (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 3 13.93, -56.94 PSC' REVISED DATE: -- -� I (FOR ZONES SEE ELEVATIONS) 2x4 NO. 1 SYP 1500 PS! ZONE 4 24.17, -26.22 PSF G1 OF G1 SPECIFICATIONS SHEET INDEX ------ ------ REVISED DA TF.' -- 2x4 2100f MSR SPF 2100 PSI , f ZONES 24.17,-32.36 PSF ' SF1 OF SF2 FOUNDATION PLAN &SECTIONS 2x6 NO.2 SPF 1138 PSI 2x6 NO. 1 SYP 1350 PSI SF2 OF SF2 FOUNDATION SECTION & DETAIL --- 2x6 2100f MSR SPF 2100 PSI 2X6 2400 MSR SYP 2400 PSI S1 OF S6 COLUMN PLAN I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR 2x8 NO. 1 SYP 1250 PSI BUILDING �� � � UNDER OF S6 TRUSS PLAN,TRUSS DRAWING, & DETAILS y�g 2400 MSR SYP 2400 FSI * ROOF SNOW LOAD CALCULATIONS THIS 4JlLD:1�.- WAS PI=~E, A.R�D BY MI_ OR L t`1DEr' t�`,Y � DIRECT SUPERVIS!ON AND TEAT I AM A DULY ' S3 OF S6 ELEVATIONS 2x10 NO. 1 SYP 1050 PS! PS = 0.7 X Ce x!x Pg X Ct x CS LICES`IaED/REGISTERED PRO FESS IOIkIAL ENGIN . ° 0^ S4 OF S6 SECTIONS & DETAILS 2x10 2400 MSR SYP 2400 PSI cAy. S5 OF S6 SECTIONS & DETAIL Ce = SNOW EXPOSURE F ACTOR = 1.0 „.2 �_� ��• - 2x12 NO. 1 SYP 1000 PSI I = IMPORTANCE FACTOR = 0.80 ".' a�,a. e .0. S6 OF S6 SECTION & DETAILS 2x12 2250f MSR SYP 2250 PSI Pg = GROUND SNOW LOAD =20 PS` • "� If :: ,: ^' 1 1/2'X76" LAMINATED VENEER LUMBER 2800 PS! Ct = THE FACTO°',= 1.2 - �, •,t. �/ " e , ,e � Cs = ROOF SLOPE FACTOR = 1.0 a --- � _�-KNP.E. '�.3 1/2"x15" GLU-LAM 1650 PSI RONALD. I_. UTT( �a � °s., Ps = 0.7 x 1.0 x 0.80 20 x 1.2 x 1.0= 13.44 PSF DATE: � 5 114'x 16 1/2" GLU-LAM 2400 PS! `i= t - - §. . Tht *� 51/4'X191/2" GLU-LAM 2400 PSI • Lg �'c V SCALC-.'AS NOTED - - SHEET l,'C. l of G I y 3Ci{'F.lPSA apts2.4�C7ef�^^vAkR.::� OFFICE.- CUTCHOGUE, NY -XHANATORY NOTES DES'GN AND E JOB NO. 128-040646 1.) FOOTINGS ARE DESIGNED FOR A 22-cryJ PSF SOIL DEARING CAPACITY. LOCAL CONDITIONS MAY REQUIRE MODIFICATIONS. 42'-0" 2.) CONCRETE FLOOR NOTES: a. 350;0 PSI, 5 1/2 BAG MIX CONICRETE F A b. SLOPE GRADE AWAY FROM BUILDING @ V PIER FOOT FOR A MINIMUM DISTANCE OF 10' PLUS OVERFIANG WIDTH Ck A c. A VAPOR RETARDER IS NOT MANDATED PER ISC SECDON 1910 EXCEPTION 3. " 'ED BY MOISTURE SENSITIVE FLOOR;I G u Ll '14 UNLESS THE FLOOR WILL BE COVER Lu MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WiLl al BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT ........... b d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS uj 0 3.) CONCRETE FOUNDATION NOTES: X t a. CONCRETE & REINFORCING BAR SPECIFICATIONS: 9 XSF2F -3500 PSI, 5 1/2 BAG MIX 04 - GRADE 60, DEFORMED REINFORCING BARS b. VERTICAL REINFORCING: Lu - HOOK VERTICAL REINFORCING 8"MI.NIMUM IN FOOTING -SPLICE LENGTH SHALL BE 121"MINIMUM LjLj -COVER SHALL BF 2 1/7' MINiMUM c. HORIZONTAL REINFORCING: HORIZONTAL REINFORCING SHALL BE CONTINUOUS OR PROPERLY SPLICE AROUND ALL CORNERS UJI -SPLICE LENGTH SHIALL BE 12"MINIMUINA <A - COVER SHALL BE 3"MINIMUM z 21,e� S S '%�L c.�'d, F 13) UJ p 42'-0" 4.) NOTCH WALL DOUBLE THE-THICKNESS OF THE INTERIOR FLOOR PLUS THE HEIGHT OF IN 0 kj THE WALL ABOVE THE FLOOF" (IF APPLICABLE). NOTCH WALL 9' DE-EP AT DOOR u OPENING. D ul 5.) LANDING &THRESHOLD: p FOUNDATION PLAN a. ALL DOORS REQUIRED TO BE ACCESSIBLE SHALL BE PROVIDED WITH LEVER z HANDLES OR PUSH/PULL HARDWARE. 0 111 b. ALL DETAILS SHALL CONFORM TO A 1 17.1 1� I 0 c. ACCESSIBLE ROUTES SHAILL BE BY HARD, FIRM, AND SLIP RESISTANT SURF-ACES AND SHALL HAVE SLOPES OF LESS THAN 1:20 d. CLOSURES FOR DOORS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION' OF 70 DEGREES,THE DOOR WILL TAKENOT LESS THAN 3 SECONDS X 0 TO MOVE TO A POINIT 3 fll,4. FRONA,'t HE LATCH, MEASURED TO THE LEADING el EDGE OF THE DeOOR. di e. THE MAXIJt,/,.'v'b/, FORCE FOR PUSHING OR PULLING OPEN ACCESSIBLE c� INTERIOR HINGED DOORS SHALL BE 5 LB/FT. f. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED 34"M0,411MUM TO 49'MAX!VlJllli ABOVE THE FINISHED FLOOR. CL FOUNDATION PLAN DIMENSION c:j' 4 114!' (2) 1/Z'xl 0"PLATED ANCHOR BOLTS 2" 6"TO 12" 11 FOUNDATION PLAN DIMENSION AW� GRADE 10 DRA WN B Y. RANDY P. 4 1/4" DA TE, 7/17/2014 [CHECKED BY.* V. DEVERA (2) 1/2"xl 0" PLATED ANCHOR BOLTS DA TE 07128114 60" FEIIISED DATE. ---- 6"MAX. REV6ED DA TE., 2 1 2" t- --'�FIN�ISH G�RADE DA FE: 6"CONCRETE FLOOR 6"CONCRETE FLOOR REOSED DA TE., 4"MINIMUM COMPACTED GRANULAR BASE+ 36" 4"MINIMUM COMPACTED GRANULAR BASE OR IN SITU GRANULAR SOIL 2 1 2" OR IN SITU GRANULAR SOIL R-10 PERIMETER INSULATION R-110 PERIMETER INSULATION K 051 i 0 12" '05' -, . NI " MIN. HORIZONTAL REINF. 244 REBARS, MIN. HORIZONTAL REINF. 244 REBARS, 'w' T- * /Q 1 AT 6" FROM TOP, I AT 6'FROM BOTTOM I AT 6" FROM TOP, 1 AT 6" FROM BOTTOM "y. &SO NO BARS ARE MORE THAN 2'APART &SO NO BARS ARE MORE THAN 2'APART 1z' I Z'CONCRETE FOUNDATION WALL 10"CONCRETE FOUNDATION WALL 36' - 34 MIN. VERTICAL REINF. #4 REBARS MIN. VERTICAL REINF. #4 REBARS I\ (ZRE:�/ISEL SET IN FTG. NOT TO EXCEED 2' O.C. SET IN FTG. NOT TO EXCEED 2' 0.C. TYPICAL FOOTING w/244 REBARS 24" \\— 'TYPICAL FOOTING w12-,4,4 REBARS UNLESS SPECIFIED OTHERWISE UNLESS SPECIFIED OTHERWISE 0-7 FOUNDATION SECTION A FOUNDATION SiECTION B 2' 81 Sf-A SCALE: 1/2" V-0" SCALE: 1/2" Y-0" Ct"LE: F-7 41 16' _, SCALE.,AS 'NOTED 5 H 14EET NO. SFIOF S F2 OF-ICE.• t0,3 TCHOGUE, NY WALKDOOR THRESHOLD WITH . BEVEL LESS THAN 1:2 SLOPE 128-040646 6"CONCRETE FLOOR .._ c� ° 4" BASE OF FIRMLY COMPACTED COARSE SAND, GRAVEL, OR d CRUSHED ROCK 4 z im 01 LANDING & THRESHOLD DETAIL FOR FIBERSTEEL WALKDOOR C SCALE: V'= l'-0" SEE NOTE #5 er a Lu 3-2x6 LAMINATED COLUMN > 2x6x43 114"TREATED BLOCK s syr FASTENED W/ (7) 1/4"x2 3/4" —�\ I O k TAPCONS '� 3'_0" r 2x8 SPLASHBOARD a w 2x4 TREATED BLOCK r s, Q . Q 2x8 SPLASHBOARD Q. r� FOUNDATION WALL L?7,WN BY.• RANDY P. DA TE. 7/17/2014 CHECKED B) V. DEVERA DA TE. 07/28/14 REVISED D.ATE: -- REVISED DATE.' — REVISED DA TE: -- R.EVIS ErJ DATE.• — FOUNDATION FOOTING '` � �&$� •. T-E PARTIAL CONCRETE DETAIL v ESCAIE.AS NOTED EETNO. of S - =COIFFICE: GUE, NY _ JOB NO. N CV N128-040646 O O Q O f _-1 i r ' �.�. . ih O co Lo V-0"VENTED SIDEWALL OVERHANGS o5'-10 1/2"' 7'-6" r 7'-6" N 7'-6" N 7'-6" M5'-10 1/2 10'-1 1/2" V-0"NON-VENTED ENDWALL OVERHANGS e r% 1 I A I I I S4 I -•- CL 911 77 �11 m o Lu I S5 O r I 15'-10 1/2" — — 1:r-10 1/2" B ! E 1 1 9 '.� ... S6 S4 7'-10 1/2" — 16'S / — 7'-10 l/2" N — REMOVE EXISTING COLUMN Lu AND FRAME IN NEV'd WALK DOOR o !) S5D , ADD STUB COLUMN 0 -,Q-1 0'-0" I oe_nn I i i i ILj LL J p 5'-10 1/2 7'-6" 7-6" 7-6" 7-6" 5'-10 1/2" p 7r Ir u N N CV N (V < �, O y$ U VAc O ap o r " f V? O N c z O COLUMN PLAN = -- 0 a COLUMN PLAN LEGEND 0 0 - 3-2x6 LAMINATED COLUMN LOCATION 0 - 3-2x6 LAMINATED STUB COLUMN LOCATION 0 - EXISTING COLUMN LOCATION „ - (2) 6066 9-LITE TEMPERED GLASS IN LEAF WITH EMBOSSED CROSSBUCK FIBERSTEEL WALKDOORS, OUT SWING WITH LOCKSET �e 0 - 4429 MB SLIDING WINDOW 4 g - 4429 SLIDING WINDOW FROM EXISTING BUILDING uw - 30X30 ATTIC ACCESS PANEL (VERIFY LOCATION) - SNOW RETAINERS - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS - PERIMETER SEAL PACKAGE (COMPLETE BUILDING) 16"S - 16" DIAMETER FOOTING WITH (2)50# BAGS OF SACKRETE IN BOTTOM OF HOLE FOR PAD. PLACE (1)50# BAG OF SACKRETE AROUND COLUMNS WHEN SETTING DRAWNSK RANDY P. DATE: 7/17/2014 CHECKED BY., V. DEVERA Des TE;- 07/28/14 REVISED Dr?TE --- REVISED DA TE: --- ROUGH OPENING SCHEDULE REVISED DATE' -- UNIT SYMBOL REVISED DATE- FROM E• --- FROM LEGEND WIDTH HEIGHT D 74 3/4' 81' � ove, F���d r�•41 Q ® 52 114" 33'.5/8" NIT f� 2 6 SCALE: �m :: 1 4' 16' SCALE.AS NOTED SHEETNO. S I OFS6 J F0FF1C:E-: HOGUE, NY NO. N iv iv (2) 20d R.S. NAILS IN OVERHANG FRAME- 128-040646 e ^ 1 o 2X BEV. PURLIN ^ o - O , , r� aO b0 Lo 5'-10 1/2"' T-6" 7'-6" � T-6" N 7-6" `r)5-10 1/2., 2x6 BEV. FASCIA i �r I 60d R.S. NAIL I I I i I Ic 24'2x8 (NO. 1 SYP) c-a OVERHANG FRAME— END RAFTER ASSEMBLY (1) l6d R.S. NAIL (EACH SIDE) (7) 20d R.S. NAILS DETAIL"A"ON SHEET S2 2x6 OVERHANG NAILER 3 IAK0.-3-2x6 LAMINATED CORNER COLUMN � � .................... ....o............... .... ........................... ................... . — 2x4 TRUSS HEEL. BLOCK z V4/ (4) 20d R.S. NAILS s z DETAIL"B"ON SHEET S2 ................ ............................ ............................ ............................ ............................ ......- I- t I I p ......... ....o................................................ ............................ ............................ ..........( .. ........................ ............................ ............................ ................. ° _o _._o. — — _CGRI'�p�.R_ E�AI����- Io. ....o.............o� LLJ ....................... . ................... ......... ............................ ..................... h I I ,r 24' 2x8 (NO. 1 SYP) END RAFTER ASSEMBLY UJ m " r, C� x -- (;) 2C�i R.J. NAILS PER CONNECTION U ; TRUSS/BRACING PLAID - iUI �'`--2/,6 END COLUMN EXTE1,4SIONS OR UPRIGHT ASSEMBLY NAILED TO END RAFTER ASSEMBLY AS SHOWN AND TO TRUSS/BRACING PLAN LEGEND EACH INTERSECTINGWEB. FASTEN TO HEADER 2! AND FRAMING MEMBER WITH (2) 16d R.S. NAILS - - I.-- i - 24'2090 S.G.TRUSSES AT 7'-6"O.C. 9'' INTO EACH END COLU�i',N EXTENSION MEMBER _ ELI 2 _24'-2x8 (NO. 1 SYP) END RAFTER ASSEMBLY 10 2'.�/ OP UPRIGHT s 2x4 TRUSS TIES AT 4'-0"O.C. a -2x6 DIAGONAL END BRACES AT 8'-0"C.C. R c� (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) n 60d R.S. NAIL E.C.E. DETAIL -• 0 20 GA. GALVANIZED BOTTOM CHORD 0 PURLIN CONNECTOR OF TRUSS T cu (1) #9X1"TRU-GRIP SCREWS ON PEAK SIDE AND 6 (2) ON EAVE SIDE IN HOLES SHOWN. (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) ?" x 2x4 T RUSE TIE [DETAIL DRAWN BY: RANDY P. DA TE. 7/17/2014 CHECI ED BY: V. DEVERA DA TE: 07/28/14 TRUSS SPACING 7'-6" O.C. 4 REVISED DA TE: --- LIVE LOAD 20 PSF DEAD LOAD 4 PSF R,:---VIS D,4 TE -- CEILING LOAD 4 PSF REVISED DATE' -- TOTAL LOAD 28 PSF 14.EVISED DATE:5-3-0 . a 2X4 WEB .0 .xa STIFFENER ; r HHH ? # 23-9-0 Q 2' 24' SC 2090 TRUSS SCALE: - , • 1' 4' 16' SCALE:AS NOTED SCALE: 1/2"= 1'-0" SHEET NO. S2 of S 6 TCINY DESIGN M-11DEAPLANATORY NOTES CUTCHOGUE, JOLT NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-040646 CF THE NAILERS Ate DI ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. w c� VENT-A-RIDGE LU z 5"O.G. GUTTERS LU F% O V. HI-RIB STEEL SUNG T#21 CORNER TRIM T#167 BASE TRIM W/Tl#198 - -- -- -- -- -- - - - - I --I U= -------------------------------L-L � Sv. -1-L-------------------------------------------------------- 17'-6" 24'-6" 14, CL Z b b CL ul w 0 s. 0 SOUTH ELEVATION U n:::l' :D vi . o l LJLJ z 0 0 12 Tff 16 GABLE TRIM :E 41—, 4 HI-RIS STEEL SIDING 0 T#21 CORNER TRiM 0 T#167 TRANSITION TRIM r% HI-RIB S T EEL WAI\NSCOT 5 0 T#167 EASE 7111M W/T#198 ULA :c ulI r- — —— — — —— ——— ——— lam----------------------------- L1 ti9 ----------------------------------- 12'-0" 12'-0" L-u C? 9 b 7 EAST [ELEVATION WEST ELEEVATION DRAPE W BY. RANDY P. DA TE.* 7/17/2014 CHECKED BK' V. DEVERA DATE.' 07/28/14 REVISED DA TE.' -- PEVISED DA TE.- REVISED DATE.' E- -- - - ---- -- -- -- -- --- + -- - - ---- -- -- -- -- -- -- - ----------------------------------------------------- L-------------------------------'----------------- (4 25-0" 171-0" b -b 0 Lo N1 2' 8' rSCALE.AS NOTED SCALE: SHEET NO. NORTH ELEVATION I4' 16' S30FS6 CUTCHOGUE, NY Jc'JS I`10. 128-040646 2x4 PURLIN /2 II II 3' WIDE ; II li HEADLOK.19"x6.0" FLATHEAD (ZONE 2 &3) e 60d R.S. NAIL LAG SCREW (ICC-ES REPORT ESR-1078) II - S �1 rR�55 TRIS - 2x4 PURL1i-,IS @ 22"O.C. t or 20 GA. GALVANIZED OF 20 GA. GALVANIZED ca CH CH o, PURLIN CONNECTOR G�ORO PURLIN CONNECTOR TOP Or 3' WIDE •a a , •v ` (ZONE 2 8.3) r O� Pn z (1) #9x1"TRU-GRIP SCREW ON PEAK SIDE AND (1) #9x1"TRU-GRIP SCREW ON PEAK SIDE AND -Ile ;tl� X. (2) #9x1"TRU-GRIP SCREWS ON EAVE SIDE OF (2) #9x1"TRU-GRIP SCREWS ON EAVE SIDE OF r 4 ' - INDICATES PURLINS TO BE FASTENED CL PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT E®�� °' '� 0 w/HEADLOK .19"x 6.0"FLATHEAD LAG BEFORE FASTENING CLIPS BEFORE FASTENING CLIPS ��'`� SCREW,ALL OTHER PURLINS TO BE FASTENED w/60d R.S. NAIL , 2x4 BUTTED PURLIN DETAIL BUILDING R 2x4 BUTTED PURLIN DETAIL �4 WIDE BUI�DIN PURLIN LAYOUT (PURLIN CONNECTED WITH (PURLIN CONNECTED WITH 60D R.S. NAIL) SCALE: 1/2"= V-9' LLJ�- 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2" = 1'-0" SCALE: 1 1/7'= 1'-0" r. FLUOROFLEX 1000 HI-RiB STEEL LU >- 2x-PURLINS AT 22"O.G.—� �- z (NO. SPF \ (4�) 0.135"x 2 114" R.W. OR � u; ��'�� ( ) � " 16d R.S. NAILS ui M T#16 GABLE TRIM 0 FLUOROFLEX 1000 HI-RIB STEEL 2x6 FASCIA 2x4 PURLINS AT 22"O.C. T#194 TRIM , �R ➢ (NO. 2 SPF) SOFFIT _ ,,�i �, (1) 20d R.S. NAIL THROUGH � U g , STRAP & INTO BRACE HI-RIB/SOFFIT CAP I '/ I I 2' END BRACE STRAP INSULATION STOP/ (�I' AIR DEFLECTOR HI-RIB FILLER PLUG Her/ PRE-PUNCHED HOLES 12 ":'' 24' - 2x8 (NO. 1 SYP) �� (BEND TO FIT) : .�; �> — („) 0.140"x 1 1/2"R.S. NAILS � F. 2x4 BEV. PURLIN 4G'' END RAFTER ASSEMBLY t2 FILLER STRIP � 24' 2090 S.C.TRUSS 2x6 BEV. FASCIA m 2x6 E.C.E. 5"O.G. GUTTER T#144 &T#146 ® TRUSS IN COLUMN FASCIA TRIMS 24'2090 S.C.TRUSS SADDLE SOFFIT awj HI-RIB/SOFFIT CAP LAMINATED COLUMN ADDL. 2x6 NAILER � -'"� � - -� � A—�� ' �� ���'=-= ""•"°�' � FILLER STRIP 2x4 STRIPPING AT 16"O.C. 3 2'x61/2"GYPSUM BOARD OR ' �---- 6 DIAGONAL END BRP,CiNG AT 8'-0"O.C., g �. 2x6 OVERHANG NAILER OTHER INTERIOR FINISH R FASTENED TO COLUMN W/ (4) 15d R.S. NAILS 16" DEEP UNPAGED FIBERGLASS I 2x4 LOWER CHORD TRUSS TIES AT 4'-0"O.C. INSULATION UTILIZED AS A FIRE 6"BLANKET INSULATION,); BLOCK i 4 MIL VAPOR RETARDER Lu s. FLUOROFLEX 1000 HI-RIB STEED 2x4 TOP BLOCK (2) ROWS 2x6 HAILERS 2x6 TOP NAILER M 4°5 2100f MSR SPF 1/2"GYPSUM BOARD* I � 2x2 VERTICAL BLOCKS AT COLUMN LOCATION I 2x4 STRIPPING AT 16"O.C. 3-2x6 LAMINATED COLUMN i 6" BLANKET INSULATION W/ 1 �, 4 MIL VAPOR RETARDER 6'-8" (1) ROW 2x8 TREATED SPLASHBOARD TOP OF CONCRETE TOP OF CONCRETE W/ PRE-COMPRESSED ULTRA-SEAL FLOOR TO HEEL WALL TO HEEL FILLER STRIP 12"TALL COLUMN SOCKET W/ I T#167 BASE TRIM W/ (4) 1/2'kb"M. BOLTS & (8) 20d R.S. GALV. NAILS T#198 ' 2x4 TREATED BASEBOARD '! bFAWN 6;': RANDY P. W/PRE-COMPRESSED ULTRA-SEAL ' DATE: 7/17/2014 (2) 1/2"x10" PLATED ANCHOR BOLTS CHECKED BY- V. DEVERA FINISH GRADE DA TE: 07/28/14 R-10 RIGID INSULATION i RE'vIUED DA TE. ---- E..• 5'-0" ! REVISED DAT REVISED DA TE. - - - -- REVISED DATE' --- SEE SF FOR DETAILS " OP r4 • SIDEWALL SECTION A E DWALL SECTION B SCALE.,AS NO D SCALE: 1/2"= 1'4' SCALE: 1/2"= l'-0" i SHEET NO. S4 aF S6 OFFICE.- CUTCHOGUE, NY JOB NO. 128-040646 ADDITIONAL 2x6 NAILER 20d R.S. NAIL THROUGH STRAP INTO TIE , (3) 1 1/2" R.S. NAILS THROUGH STRAP �� e ' LONG END BRACE STRAP 4 Ll (4) 2 114"R.W. NAILSui -� z tu z0 ADDITIONAL 2x4 TRUSS TIErN � ADDITIONAL 2x4 TRUSS TIE TO ENDWALL DETAIL Lu Lu I � uj LLJ U Vr. U O � T#5 RIDGE CAP -- FLUOROFLEX 1000 H!-RIB STEEL E. 7116"OSB W/ 15# FELT , re 2x6 PURLINS AT 16"O.C. (NO. 2 SPF) Q t 12 X T#178 TRIM 2x6 BEV. FASCIA 5"O.G. GUTTER T#1 44 &T#146 -�-� FASCIA TRIMS 2x4 SOFFIT SUPPORTS r SOFFIT ra. 1/2"GYPSUM BOARD 101-01, 2x4 STRIPPING AT 16"O.C. .�.: 6" BLANKET INSULATION W/ 4 MIL VAPOR RETARDER � T#167 TRANSITION TRIM TOP OF CONCRETE . ®.. 2x6 NOTCHED NAILER (2100f MSR) FLOOR TO PORCH TRUSS _ DRAWN BY.• RANDY P. FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT DATE- 711712.014 7/16"OSB PROTECTIVE LINER CHECKED BY.• V. DEVERA T#167 BASE TRIM DATE: 07/28/14 W/T#19$ REVISED DAT, — REVISED DATE.' --- a REVISED DATE- -- _ •4 REVISEfl DATE' 4 !,c x. r• ,t..;; :.?..a.4.: j.L•,.. t.. •;.,..•. ° 'r -----._,.—,— -xa:=rrsw.�:. 3'-0" ate D;- 11-1* ... C ° • o '�Vg. 2'-U' ENDWALL SECTION C SCALE: 1/2 - 1 -0" PORCH SECTION D SCALE.'AS NOTED SCALE: 1/2"= V-0" SHEET"NO. S5OF Sb OFFICE.* CUTCHOGUE, NY � ..sem ..; JOB NO. 128-OA06 46 USP JP26S PURLIN HANGER PER SIDE OF TRUSS ` (,J) RAFTER z 2x6 PURLIN ',;A VA *NOTE: O GYPSUM BOARD MAY ALSO BE ATTACHED WITH 1 1/4"TYPE W DRYWALL SCREWS OL; INSTRUCTIONS: 12"O.C. �° FASTEN HANGER TO TRUSS w/(8) 8dxl 1/2" NAILERS &TO PURLIN w/(4) 8dxl 1/2"NAILS 6d- 1 7/d" LONG CEMENT COATED BOX NAIL OR CEMENT COATED COOLER NAIL WITH 1/4" HEAD* PURLIN HANGER DETAIL .J --� 3/8"TO 1/7' 7'O.C.WALLS (6"O.C. CEILING) Lli � k, 3j8"TO 1 LIJ 2x12 R•RFTER (NO. 1 SYP) FASTENED TO 1/2 EA. COLUMN W/ (8) 20d R.S. NAILS �-- 'GYP SUM 4 dALLBOARD&" U �,. \ \ i HI-RIB FILLER PLUG HI-RIB FILLER PLUG I T,O.C. WALLS{ 0U $ T#191 TRIM W/T#129 T#191 TRIM W/T#129 , (6 O.C. CEIUNG) �� � --•--,---•---,---�-. "� ass \ FLUOROFLEX 1000 HI-RIB STEEL a 3' ROLL SELF ADHERItiG 2x4 STP.;PFING � 16 O.C. zi WATERPROOF MEMBRANE � �"° �� O � Ij 7/16"OSB W/ 15# FELT 1 -- C 2x6 PURLINS AT 16"O.C. OF V"', C-) 2x2 VERTICAL BLOCKING BETWEEN X NAILERS G COLUMN LOCATIONS � 0 2x4 NON-TREATED BASEBOARD 2x3 NAILER 2x8 NAILER z 7/16"OSB 2x4 SOFFIT SUPPORTS BUILDING WRAP 12 SOFFIT ate„ HI-RIB/SOFFIT CAP Hl-RIB/SOFFIT CAP COLUMN WALL GYPSUM BOAR® FASTENING DETAIL FILLER STRIP FILLER STRIP SCALE: 1/2"= 1'-0" (N0:'1-RATED WALL ASSEMBLY) U,J 81 2x6 OVERHANG NAILER 2x6 OVERHANG NAILER I 2,X4 STRIPPING @ 16"O.C. ® 1/2"GYPSUM WALLBOARD 10'-1 1/2" I LAMINATED COLUMN 2x2 VERTICAL BLOCKING BETV�` ECN ',ISIDE r NAILERS n COLUMN LOCATIONSO Dk'AWN 61 RANDY P. 8, .�lD-. ��. DATE: 7/17/2014 0My CHECKED BY: V. DEVERA OUTSIDE DAT 2x4 NAILERS E' 07j23/14 REVISED DATE --- COLUMN WALL GYPSUM BOARD FASTENING DIE; L REVISEDDATE, -- `SON-R,?i EU WALL ASSEMBLY) REVISED DATE. �� SCALE: 1/Z'= 1'-0" ( ) _ :: :• D 4A' Aa: : .. f�E✓(SED .�!T 7� A 00 M d ss.s.� asm+canm a _ PORCH SECTION E SCALE:AS NOTED SHEET NO. SCALE: 1/2"= I'-U'