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HomeMy WebLinkAboutApproved Plans w tr TOWN OF 50lJTHOLD PLANNING EfOARD BLDG INFO / AREA COVERAGE PROPOSED SITE PLAN: ZONING INFORMATION: www.dignetnycli.com CONDIMON5 FOR APPROVAL+ s!to v a 0 °' or SITUATE AT:ORIENT ZONING DISTRICT: 'R-too' Low-vENSITY RES. R200 LOW-DENSITY RESIDENTIAL dory N N of NEW YORK CITY I. THE PUBLIC IS NOT PERMITTED TO ACCESS THE BARN OR GREENHOUSE; Esti v �, _ www.call811.com TOWN OF 5CXITHOLD CURRENT USE: FARM n 2. THE BARN AND TFE DRIVEWAY TO THE BARN SHALL BE USED FOR A6RICULTURAL EXI5TIN6 MO-05M PROP.CVRD LOT SIZE;200000 S.F. MIN � F o d p &LONG ISLAND for other states DE51G.: STRueruRE/USE: SUFFOLK COUNTY NEW YORK PROPOSED USE: N.G. ( ) PURPOSES ONLY A5 PER THE TOWN'S EASEMENT; 3. LIVESTOCK PADDOGK5,5HELTER5 AND ENCL05URE5 SHALL BE LOCATED OUTSIDE Ist FL. Ist FL. `STM NO.: 1000-19-OI-13 AND 1.4 FEMA FLOOD ZONE: N/A EXISTING O A.: 1,505,144 S.F. (3455 aG) a4 EXI5TIN6 WETLAND: 10,564 S.F. (1.62 ac) THE VEGETATED BUFFERS SHOWN ON THE SITE PLAN; f ± ` y��l 5 s ° hoc A o Q 800-272-4480 811 4. LIVESTOCK SHALL BE PREVENTED FROM ENTERING THE VEGETATED BUFFERS. ® EX. I STY FR.BUILDING, 185 SF WA 185 5F SITE DATA: USE: EXISTING: PROPOSED: EX15TING UPLAND: 1,434,580 5.F. (32.93 ad �fin1 r cx •� 5. BUFFERS EQUIPMENT 5TORA6E OVERALL SITE: FARM ±1,505,144 S.F. (34552 AG) N.G. PROPOSED: N.G. VEGETATED BUFFERS 2 AND 3 SHALL BE MANAGED FOR THE FOLLOWING BENEFITS EX. I STY FR BUILDING, 187 SF WA f87 5F WETLAND AREA, WETLAND -10564 S.F.(1.62 AC.) N.G. o��o� - !'• 9 V a.PROVIDE DENITRIFICATION AND NUTRIENT UPTAKE; ® GByD UPLAND AREA: FARM ±1,434,980 S.F. (32.43 AG) N.C. , z z z By law,excavators and contractors working in the For safety reasons,homeowners are strongly LOT WIDTH;210 MIN boron hs of New York Cit and Nassau and encoura ed to call as well when tannin an b.SLOW WATER RNOFF AND ENHANCE INFILTRATION;g y g p g y G.TRAP POLLUTANTS IN SURFACE RUNOFF 4 SUBSURFACE FLOW; © EX. I STY FR.EiUILDING, 1118 SF WA tll8 SF Suffolk Counties on Long Island must contact type ofdigging on their property. Homeowners EXISTING: ±1233 d.STABILIZE SOILS HORSE STALL IMPERVIOUS SURFACE: PROPOSED: N.G.Dig Net, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by VEGETATED BUFFER I SHALL BE MANAGED TO MAINTAIN EXI5TIN6 TREES,SHRUBS EXI5TIN6 AREA. 1,732 S.F. (0.12%)but no more than 10 working days(excluding calling 811,the national call before you dig ,gplp 6IROtU►ypC,O�/ER; EX. I STY FI2 ElUILDIN6, ±142 SF WA 042 SF NY- five or f © CHICKEN COOP PROPOSED AREA, 11836 S.F.(0 8356) LOT DEPTH;400' MIN s weekends and legal holidays)prior to beginning number. For excavation work completed on b. 516N5 (PERCENTAGES BASED ON UPLAND AREA(1,434,5&0 S.F.] ) :i any mechanized digging or excavation work to personal property,it is the contractor's ANY 516N THAT REQUIRES A 5164 PERMIT MIST BE R.EVIE3^ED AND APPROVED BY THE © I b V2 STY STEEL BUILDING WA 8,664 SF bb,64 5F EXISTING: 1,044.11 ensure underground lines are marked. responsibility--NOT the homeowner's--to contact PLANNING BOARD PRIOR TO INSTALLATION; EAST WING-LNESTOGK, POSTAL DISTRICT: sOUTHOLD PROPOSED: N.G. WEST WIN6-FARM EQUIPMENT, f-31't;-g Excavators and contractors can also submit DigNet. Having utility lines marked prior to 7. LIGHTING SCHOOL DISTRICT= OYSTER PONDS UFSD APPLICANT: y SITE NO EXTERIOR L16HT5 WERE REVEIWED OR APPROVED IN CONNECTION*M THIS CENTER-FEED d HAY STORAGE FIRE DISTRICT- ORIENT FIRE DEPT. FRONT YARD SETBACK,60' MIN 1' 9 locate requests online,through ITIC. If you do not digging is free of charge. �_ ; AMENED SITE PLAN. ANY EXTERIOR L16HT5 ON OR AROUND THE OUTSIDE OF THIS I STY GREENHOUSE BUILDING WR 1440 5F 1440 SF ELECTRICAL SERVICE: PSE6 LI MORTON BUILDINGS r I. currently use ITIC, please call 1-800-E 24-7603 6REENHOU5E MUST BE REVIEWED AND APPROVED BY THE PLANNING BOARD AND O EXISTING: "142.9 LOCATION for more information. PLANT PROPA6ATION FLOOD ZONE: N/A 22355 GOX LANE,UNIT N0.4r:; p MUST MEET TOM CODE SUBSECTION 172 L16HTIN6. PROPOSED. 534.1' pqQ a I �u GUTGHOGUE, NY 11935 � 8. THE PLANNING BOARD STRONGLY ENCOURAGES THE PROPERTY OWNER TO FOLLOW AREA TOTALS: 11132 5F 10104 5F I1p36 5F 631-134-4060 THE 6UIDELINE5 DEVELOPED BY THE USDA FOR SUSTAINABLE NUMBERS OF ANIMALS REAR YARD SETBACK: IOO' MIN ON PASTURE.THE BOARD FURTHER ENCOURAGES THE FARM OWNER TO REQUEST A EX15TING: 580.4' NUTRIENT MANAGE-tENT PLAN FOR THE ANIMAL HUSBANDRY PORTION OF THE FARM, EXI5TIN6 SITE GOVERA6E: 1,132 S.F. (0.1221%) STORM DRAINAGE: OALG: PROPOSED 51TE COVERAGE: 11,836 S.F. (0.8346%) PROPOSED: N.G. -+ Y AS WELL AS CONSULTING WITH THE NATIONAL CONSERVATION SCIENCE. THE BOARD $ L* � ,A SE � � O O STORM WATER DRAINAGE 5TRUGTIIRE5 PROVIDE FOR ALSO STRONGLY ENCOURA6E5 THE PROPERTY OWNER TO DEVELOP A GOMPR HEN51VE NUTRIENT MANAGEMENT PLAN(GNMP)TO ADDRESS NUTRIENT EXISTING F.A.R. = 0.001221 (1,732 S.F) 51DE YARD SETBACK: 30' MIN RUNOFF FROM PROPOSED STRUCTURES ONLY. LOADING TO SURFACE AND 6ROUND WATERS BY WORKING WITH THE SUFFOLK COUNTY PROPOSED F.A.R. = 0.008346 (11,836 S.F) �x EXISTING: 1475' °acrrngpo � g d d d Soi 501E AND WATER CONSERVATION DISTRICT AND/OR USDA NATURAL RESOURCE F) 1� �� PR.OP05ED: 645' y, St1z,i VOLUME = AREA X RAINFALL X COEFFICIENT CONSERVATION SERVICE. / L�3 1 RAINFALL = 2'/HR. = 0.167' / O�pp��M N� x�x� 51DE YARD SETBACK CUMULATIVE: 60' MIN �rs � Eagle Pr COEFFICIENT OF ROOF = I.C) EX15TING: 116.Q PROPOSED: 643.9' sC PROPOSED PROPOSED O ARCHITECTURAL 5TORA6E BARN ARGHITEGTURAL 6REENHOU5E �� W I € ROOF AREA - 8,664 S.F. ROOF AREA = I, R� N�� LIVABLE FL. AREA/DWLG UNIT: 850 S.F. MIN o / L ng Beach Flay 440 S.F. 25� 6 .N(� t 6'� EXISTING: NA. ` Stal:�llclal 8,664 S.F.x 0.167'x I.0 = 1,441 C.F.VOL. REQ'D 1,440 S.F. x 0.161' x 1.0 = �e• 9 6 LANDWARD®6E �EMATER ' o o c' lo FZ FjO V j o AS DELINEAT47 BY 5l1FFOLK ENAR014-MAL PROPOSED: N.A. '�yt, os e Vl�r:llands 1,447 GU.FT./68.42 S.F.(10 4P LP) = 240.45 G.F.VOL.REQUIRED 5• z3 }' GONsuLnNG,W.ON revEMSER 8,tae • * MAXIMUM PERMITTED DIMENSIONS: 21.15 VERT FT.RE-01) 241 Ca1.F7.l 68.42 S.F.(10'� L.P) _ (\\`\' ��P �� ``� • .? oo `�'�':';.`:;:.i •, , � VOLUME REQUIRED: 1441 CUIPT. 351' VERT FT.REQUIRED *v / ` RD P Fns 3 LOT GOVERA65 5% MAX, 11,12q S.F. 1 No 1 PROPOSED (UPLAND AREA) USE: USE: EROSION CONTROL MEASURE: to *� EXISTING: 1,732 S.F. (0.12 ) I :.. :... (8) 10' x3' LIQUID DEPTH LEACHING POOL (I) 10'4►x4' LIQUID DEPTH LEACHING POOL PROVIDE STABILIZED *�� POND �' PROP05ED: 11,836 5.F. (OB3�) GONSTRUGTION ENTRANCE „ *�* :•: Browns Pr (OPEN COVER) (OPEN COVER) j • OCCURS AT PROF05ED SITE ACZa5 , Q �{ VOLUME PROVIDED = 1,642 CUPT. VOLUME NOVIDED = 213 CU.FT. 3 �* • INSTALL PER DETAIL 04 DWG No.2 x•27 �* 2 BLDG HEIGHT: 35 FT./ STY'S MAX ` • j I INTERCONNECT AS SHOWN PIPE A5 SHOWN 6 EXISTING: 13011 STY FtAs4' 3= FLAB PROPOSED: i2&5' / (Y�STY r Pefers Neck Pr ? / b � IL LOGAT 101 MAP: AIL n A61 1 y 24 MIN a O 3? FOR WORM THIS AREA: � � 10 GRADE SCOPE OF WORK: �? PROPOSED PARTI L SITE PLAN, �� I. BUILD PROPOSED METAL A6RIGULTURAL BARN (ITEM IE). W i7- E �* 2. BUILD PROPOSED 6REENHOU5E (ITEM 'F'). - •230 �� o > SEE DRAWIN( No.l e �� COMPACT FILL 3. PROVIDE STORM DRAINAGE 5Y5TEM, POWER AND LIGHTING TO .. (Y m N 65 ��`+���. a PROPOSED PA TIAL LIGHTING PLAN, ,�� ����' ; PROP05ED BARN. `' 4. PROVIDE STORM DRAINAGE SYSTEM TO PROP05ED �T� m r x ��* y SEE DRAWI No.2 o z o Fj-1 R 1 2 MIN MIN GREENHOUSE. W \`5- N „ 4 ELECTRICAL 5ERVICE X Z GABLE IN CONDUIT. E� O M N I I 9 T.O.CONDUIT 200 AMP(2" CONDUIT,MIw, AREA OF DISTURBANCE: 0 - 2 320 AMP(3V2'CONDUIT, MIN) 34,444 50.FT. < O LS, a * 1 I n<Z�' jjA- PROP05ED L.P. SERV. 400 AMP(4 CONDUIT, MIN) NOTE: AREA INCLUDES 10'WIDE MACHINE AGGE55 FOR 2'WIDE \ I b INSTALL /PROVIDER,LP-6A5 CODE TRENCHING FOR PROPOSED UNDERGROUND UTILITY LINE (L NFPA 58,FEDERAL,STATE AND LOCAL COMMUNICATION IN5TALLATION5 AND AREA OF PROP05ED I21�I DIRT ROAI? \\ / - - - u CODES. SEE 5P5 FOR TRENCH DETAIL (TV f TEL) O s.c. TAX No. 1000-19-01-1.4 IGH 1 s N 1 E TYPICAL TRENGH DETAIL 0 LEC END: W `� 1 P OP ED 9 DEVELOPMENT RIGHTS CONVEYED AR L BUILDING SOFT � 1 TO TOWN OF SOUMOLD L.P., POHER GOMMUNIGATION 5ERVIGES PROPERTY LINE AREA: 864 SQ.FT. \ x FINPL.� = 5.0' ��� ,PROPOSED NOT TO 56ALE •• \ USE: AGR1cttILTURAL BARN I WATER SERVICE LINE STORM DRAIN ya x±4.38' eo eo eo-s W b ti F- o / PROP05ED U/6 POWER TO BLDG, Io � FLOW/PITCH ARROW d . PROPOSED � SEE TRENCH DTE,THIS DW6 � .-. ER0510N GNT A5URE: / o �y �Q, \ STORM LEAGHIN6 POOL ; O EN6INEER: *o INSTALL SILT FENG BARRIER \ PROPOSED POWER CONN. POINT \ _ *� OCCURS WHERE 5H0 �(,�� 4� .�\ \ ` -� QF NEIN c� • APPROX.±1,175 LF OING ���tFi „ ra �� o` TAP FROM EXISTING TRANSFORMER, /• �(�G )- \ • SEE DETAIL ON DW6 ND pP� • b' CONNECT PER UTILITY . "O O (A �/ \ \ 51ZED FOR ROOF RUNOFF OF PROPOSED BLDG ONLY EXISTING CONTOUR \ © PROVIDER'S REQ'MTS �/ x Q , VEGETATED 1 -� USE: EXISTING GRADE x LANDWARD EDrE OF FRESHWATER WETIAND5 ,s, Gb BUFFER 403 �- (8) 10'� x 3'LIQ. DEPTH STORM WATER LEACHING '- AS SULItI ,I BY SUFFOLK EN6 20 9, tTAL ;,P/ \ CENTER,WETLAND FINGER �a POOLS OPEN COVER _ [JND"�*•�t3IV1�I t, SDU`I'E'J•..� f��D� ON '�� \ o * �� \ INTI_RRGONNEGT TO GUTTER AND LEADER 2 2"'f•131(!),AC>uN':?t"'LED^.CS 77'AT T CON*T"T/ONS OF TIL":SITE PEAK GONSULTIN6,ANG.O4 NOVEMBER a,tole �� �, I r0°� o p Q s %� L ER SYSTEM FINISHED FLOOR ELEVATION FIN. FL. EL. m w APPROVAL 8''1 FO'"M LN THE RESOl.tMON 07 APPROVAL DATIED \ x ,�1�/23�AP+.E ACCFrFM(SnE CONDMONS ON FJESOLUITION). `, ,�, \ • INSTALL P8�DETAIL,THIS 5HT M PrINT xA w c� �.� L2Ll?�' Nl0/F ��oo� t3.75'x \� �� - - •••• + GOLLEEN MGDONOU6H \/'• F U i �s��\ /��* g• "\ HELEN HOOKS �� �' \ C i '•o'/ �1 / 61 '� * *� \ 5 \ LANDWARD E06E OF TIDAL , �- • / MOP,EROSION CONTROL KA%RE: A •_'3ZLD SIGNxtuRE ][TfL)N DATE' POND 5 +� F� TC•¢,� o .._..::••..•� EX.ELEG.MTR �62' 1 lvJ> �� � *\ hETLANDS A5 DELINEATED BY '� o + DF 1�,, 4 EX.XFRMR y EX.FR.BLDG \• 5UFFOLK ENVIROR4NTAL CAN5ULTIN6,ANG. •/ INSTALL SILT FENCE BARRIER JEFFREY T. E9UTLER P.E. AI x°Ict)Vk D LY t\�F '4 1•. EX FR.BLDG \ S 12.3'x 60.3' * FIS 8 ON NOVEMBER 8,2018 pch / /`a� ° • OCCURS WHERE 5HOWN / TCWN OF SaUftIJLD PLANI4LVG e*JAPJa EXISTING WELL \ APPROX. f05 LF OF FENGIN6 X�FI `�� s. AREA: 142 S.F. / op +��c � a � gs 8.4'x 103' \ S3, � ��: A6� \ ° /:;: 6= AREA: 87 S.F. s-o s\\ . / ? ° 5EE DETAIL ON DWG Not -1 '!•-+�� {-lC !4 V O �4 0 rte\ �-� 6�•�, h 53 EX.FR.BLDG ���\ \ \`G¢o/ 1 :r� \ 0 ------ ., .r ►?".21 \ 6' �+ 5 63 IL5'x 10.3' F �i �rt\\ L=62.1 ��� 4 O PROPOSED METAL BUILDING 5�O� / _C)\0s $ CHAtf'PF.►"c't)V_�.It:,VA'lt't:E R ' DATE \ o 24'x6GREEwIouSE \� � \.\ AREA. 8064 5Q.FT. I- � AREA: IIS S.F. \ �6 �*' `I�' O - . '� 6- � �- q��A �� 5 x 0 FIN.FL.EL. = 5.0' NOIT•Tl,s s^*A�se4 idte i•weM ^^set p!wo a •.E h fa..J for a rrw aT e'^�^°�n(1!� \ AREA: EX.FR BLDG �\ • 0 3 \ �o i 1 a \ 1 � ® \ I � � � �} USE: A6RIC.ULTURAL BARN S • � / �J - � R'^"st!'s frt•�t-s date aS a}*,*-ata,!as psr cm's eec:^-a Z""�-132A. '• 9 Q•� 24.3'x 32.3' �-� \ \ •� '\�p b- Q 11/0/F \ / • AREA: l85 S.F. \�` • y0-_ ° PROP. EROSION CONTROL MEASURE: G OL LEE TAYLOR 8.54 1 \ `• F \° rt \ 6 ��\ FLAsa \ // i �ko, 3 b \° �� / Q Z C� LL Q IN5TALL SILT FENCE BARRIER S� * EX.WIRE FENCE \ ��x • ti f �s �\ a:::: : W • OGGIdRS WHERE SHOWN \ �`. \ / , AROUND GARDEN \Zi 1p rt •/: : .p ,s :: :: \ \ • APPROX.±230 LF OF FENCING O \ x �f \ / ,P::r n �; !/ Z Z Z m ' • SEE DETAIL ON DWS No 2- \ / a^� 6(3 \ /'� �- �� > a` \ ° u I (() 1 N/0/F x3.5' l� O, O � l,�\d • �- " - O 0 JOH11 5ABAT1110 FLA61] � 4j 6�6. \ O�, \ \ `� s �S\° SLINDA .SABATINO O Q tL O PROPOSED GREENHOUSE EX. FR.BLDG 'o°c � � \ � d 3fo• � F AREA: 1,440 SQ.FT. 24.3'x 32.3' d FLA811 o �� a LL O FI N.FL.EL. = 5.0' LANDWARD EDGE OF TIDAL WETLANDS � \ r P \ 5 �� G / F w Q AREA: 785 S.F. \ i A5 DELINEATED BY SUFFOLK ENVIRONMENTAL \ +� s> \ C \ . N O - \ USE: PLANT PROPAGATION PROPOSED Ti�,1� 04 8,tole ��a \ VEGETATED ��'µ/ �� R� \ \ •\ o �� y i yD `_ o • ��'� ~ 0 N STORM DRAINAGE SYSTEM, , ply \ BUFFER N0.2 \+ *" x -LL ° �� _'o c" ° �¢ W 9 �..:::. o D O �' ti`6 ' PROPOSED E51 l2� Z O t- • 51ZED FOR ROOF RUNOFF OF ,9 \ 50'ALONG V5W � ° '\' rL x2.5 �:`•.:.Y , \ • Za �/ VIP . PROPOSED BLDG ONLY s PROPERTY LINE \ CONTROL MEASURE: �:: / �` I�1 O -1 O ( $ r A. 'S '\• FLAG b 5 w I- • �5D *� USE: \ P All �y LOCATION OF '�i a i • F\ ^ O (V r:7.7% ro IOV x 4'LIQ.DP STORM WATER FOR WO K IN THIS AREA: RA61 \ 6 S.C. TAX No. S� SOIL 5TOGK PILE o��a , ��-� \ III, ELEG. I-{ z U_ m \ o�e� PQ 5EE DETAIL ON DWG No.2 p�C�O\\ \� ¢0� /• °i EX. ELEG.°\ �1�J xFMR �J U_ O N alp VER PROPOSED PA IAL SITE PLAN, ' �' 1000-19-01-1.3 METER o 0 INTEPLONNEGT TO 6UTER AND �� r. DEVELOPMENT 4\ `�' �`` G� , LEADER SYSTEM SEE DRAWING�o.1FLA56 � '�\ `� LLINSTALL PER DETAIL,THIS 5HT FLAB 5 � \ RIGHTS RETAINED �'Sr° 5�O (��- Q • / • \s t4- Z' O V \ '•\ ll/ 1k1 ' \ �EX. WIRE FENCE \ tij���� �- \• ,e / PROPOSED O O / / • AROUND GARDEN A B17 L=1845 v o EROSION CONTROL MEASURE: \ a 6 Z Ell 2 • \ Q PROVIDED FOR INLET PROTECTION• ° Z XJ.� ° N/0/F xZ.O' _ _ � SITE PLAN BAS®ON ORI6INAI.SURVEY BY: \ \ 3 z F- \� \ • PROP- ER05ION CONTROL MAIM \ 5TATE OF NEW YOPK A � 4 � ATS ��� NATHAN TAFT GWAK LAND 5URVEYOR \ � OCGUR5 AT ALL OPEN COVER ;\ � � < s° PROVIDED FOR INLET PROTECTION SO .. ` T �, ERS . t�� n�� P 1566 MAIN ROAD \ DRAINAGE STRUGTURE5 \�° O J JAME5PORT,NY 11941 ` I • \• � V s, \ STRllGTUREST ALL OPEN COVER DRAINAGE �j, 6 ci SURVEYED: JAN 25,2017 \ 5EE DETAIL ON DWG No 2 °s O \ LA5T UPDATED: DEG.1,2018 ° EXI5TIN6 SEE DETAIL ON DW6 No.2 � $p,\ �-------- - /� IL �4 VEGETATED / ELEVATIONS BA5ED ON TOPOGRAPHY MAP- W/p fi \ � WELL SEP 0 4 202� BUFFER NO.I 5 EASTERN TOWNS,SUFFOLK GOUNTI',NY ° PA/� - 5 �s 5W CORNER +/ DATED, 10-03-1975 6\ ° L --------- --- v PARTIAL SITE PLAN A I FLAG 3 `?mss. DATUM:ELEVATIONS ARE FEFERENGED TO T'¢Tj \ 1, \� S o u t o d TO w n OVERALL / I I }� +\ + VERTICAL DATUM BA5ED ON MEAN SEAL LEVEL , I �� Planning Board Y ERALL SITE PLAN�l � F I2 \+ +\ /h t/ _ OF 615A5ESTABLISHC�BYTHEU.S.COAST ���+ � �°44 � PARTIAL SITE PLAN � / 0 AND GEODETIC 5l1RVEY AT SANDY HOOK R.I. �+� /t NOT_5: , 40 20 O 40 00 120 FLAB 1 I.ELEVATIONS ARE REFS TO +�+b� ^ ljo FIVE EASTERN TOWNS TOP06RAR41CAL MAP �k FBF 12 GRAPHIC 56ALE 1 = 401-011 100 50 O 100 200 300 EX15TIZ ELEVATIONS ARE 5HOWN THU5: x5.0 x65' �+��Nc� �� 40 20 O 40 80 120 GRAPHIC 56ALE I., = 100'-O" EXISTING CONTOUR LINES ARE SHOI^fd THUS: -5- +� GRAPHIC SC-ALE 1" = 40'-0" O THESE DRAWINGS AND ACCOMPANYING 5PECAFICATION5, AS IN5TRUMENT5 OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL 5n FOR WHICH THEY WERE PREPARED. REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD, IN MOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERM15510N FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. V15UAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WOVEN WIRE FENCE SYMBOL Tr (MIN. 14 1/2 GAUGE 50'MIN. EXISTING RIFLED 1 OY R `T io' MAX. C To G. W/ MAX. b" MESH 3' PAVEMENT RAB HOTE5: R N ,3 N ' S./ 'THE L16HT LOx FACTOR W)15 A PRDDl1GT OF MANY VARIABLES,ONLY LAMP LUMEN o F 1 1 DEPRECIATION(LLD)HAS BEER APPLIED TO THE CALCULATED RE5ULT5 U9155 I LED INFO: S � 36" MIN. LENGTH FENCE EXISTING \ FILTER -� MOUNTABLE OTHERWISE NOTED. THE LLD 15 THE RESULT(QUOTIENT)OF MEAN LUMB6/INITIAL LUMENS I WATTS: IOW POSTS MIN Ib GROUND CLOTH PROFILE BERM PER LAMP MANUFAGTURER5 5PEGIFIGATION5. COLOR TEMP: 3 ra o A 12 : ) GY. INTO GROUND DRIVEN ILLUMINATION ��` 8K . . . . .. . .. .. PREDICTED T5 THE 5 (OPTIONAL) tfiNATION VARIES SHOWN(IN FOOTCANDLES)ARE TED RESUL FOR DOLOR AG So'MIN. of NEW YORK CITY PLANES OF GALU1LanON EITHER TfoR¢oNTAL,VERTICAL OR INCLINED AS DESIGNATED 1N L70 LIFESPAN. IDOp00 LNG LAND THE CALCULATION SUMMARY. METER ORIENTATION 15 NORMAL TO THE PLANE OF = .- LUMENS: 816 z z 14EI614T OF FILTH z & IS GALalLArloN. EFFICACY: 73 LPW `� N i =Ib•MIN EXISTING O 'n d W 800-272-4480 811 GROUND 'THE CALCULATED RESULTS OF THI5 LI6HTTN6 SIMULATION REPRESENTS AND ANTICIPATED °" f Ny z \ PREDICTION OF SYSTEM PERFORMANCE. ACTUAL MEASURED RESULTS MAY VARY FROM 0 i z 12'MIN. EXI5TIN6 g Y THE ANTICIPATED I'�FORMANGE AND ARE SUBJECT TO MEANS AND METHODS WHICH ARE S I N PAVEMENT www.di noern cli.com BEYOND THE CONTROL OF RAB LIGHTING,INC. DRIVER INFO: � www.call811.com 0 MOUNTIN6 HI36HT DETERMINATION K JOB 51TE TYPE: CONSTANT CURRENT ac Pi_RSPEGTIVE VIEW z (for other states) SPECIFIC,OUR LI6HT1N6 51MULATIONS 12OV: O.IA PLAN VIEW A5�5LK A MOUNTING HE1614T(INSERTION POINT OF THE LUMINAIRE 5YMBOLJ TO BE TAKEN - 36" MIN. FENCE POST O B law,excavators and contractors working in the AT THE TOP OF THE SYMBOL FOR CEILING MOUNTED LUMINARIES AND AT THE BOTTOM OF I 208V: 0.07A �z < 9 -� - Y 9 THE SYMBOL FOR ALL OTHER LUMINAIRE MOUNTING GONF16URATiot6. I 24OV: O.O6A E WOVEN WIRE FENCE (MIN. 14 I/2 five boroughs of New York City and Nassau and . LED 1OW&13 WOpecks.Patent Pending thermal management system.100,0W 2-nv: N/A ac v GAUGE W/ MAX. b" MESH fv Suffolk Counties on Long Island must contact 8 RAS L16HTIN6,INC.LUMINAIRE AND PRODUCT DESIGNS ARE PROTECTED UNDER U.S.AND hour L70 lifespan.$Year Warranty. o INPUT WATTS: 12W SPACING) WITH FILTER CLOTH DigNet, 1-800-272-4480 or 811,at least 48 hours INTERNATIONAL INTELLECTUAL PROPERTY LAWS. Color-Baanze l p cn GONSTRUGTI O N SPEC I E I GAT I ONS but no more than 10 working days(excludiig PATENTS 199UEP OR PENDING APPLY. Weight 3.3 lbs I e T, FLOW z I_,._.•..__ -`"`- N/A UNDISTURBED GROUND weekends and legal holidays)prior to beginning I.STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. any mechanized digging or excavation worl;to THE L1614TiN6 ANALYSIS,EZ-LAYOUi',ENERbY ANALYSIS AND/OR VISUAL SIMULATIONS °C p GOMPAGTED 501E ensure underground lines are marked. , Technical Specifications 2.LENGTH -NOT LE55 THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE M16HTIM DE5I6N)PROVIDED BY RAB L)6Hi I*,INC.CRAB)REPRE5ENT5 AND ANTICIPATED � o 0 0 o N o S o X A 30 FOOT MINIMUM LEN6TI4 WOULD APPLY). Excavators and contractors can also submit PREDICTION OF L16HTiN6 5Y5TEM PERFORMANCE BASH?UPON 1DE5M PARAMETER5 AND Listings Cold Weather Starting: Electrical �' EMBED FILTER CLOTH locate requests online,through ITIC. If you do not INFORMATION PROVIDED BY OTFERS. THESE M516N PARAMETERS AND INFORMATION UL�� C cv Q Q N A MIN. OF 6" IN GROUND. 3. THICKNESS- NOT LE55 THAN 51X(b) INCHES. currently use[TIC,please call 1-800-524-7603 PROVIDED BY OTHERS HAVE Nor BEEN FIELD VERIFIED BY RAB AND THEREFORE ACTUAL �' The menimum starting temperature Is-40'CA-44°F D�+� y g d d _6 S o 4 for more information. MEASURED RE5UI_TS MAY VARY FROM THE ACTUAL FIELD CONDITIONS. RAB� Suitable for Wet Locations as a Downright.Suitable Amblent Temperature: Mut&chip 10W high output long life LED Driver SECTION VIEW 4. WIDTH -TWELVE(12) FOOT MINIMUM,BUT NOT LE55 THAN THE FULL WIDTH AT THAT DE516N PARAMETERS AND OTTER IWOIRMATiOH BE FIELD VERIFIED THE REDUCE for Damp Locations as on Uprght YM Mount oras. Constant Current,C4ass 11,120V-24OV,60I8Df Hz, POINTS WHERE INGRESS OR EGRE-55 OGCUR5. Tt�ENTY-FOUR(24) FOOT IF SINGLE VARIATION. `• Suitable for Mounting within Ot.of ground. Suitable far use In 40'C(11 WF)ambient 350MA• CONSTRUCTION SPEG I E I CAT I ONS ENTRANCE TO SITE. For safety reasons,homeowners are strongly RAB NEITHER WARRANTEES EITHER IMPLIED OR STATED WITH REGARD TO ACTUAL MEASURED f Dark Sky Approved• temperatures O cal ; encouraged to call as well when planning any � --� , LI6HT LEVELS OR ENERGY CONSUMPTION LEVELS AS GOWARED TO THOSE ILLUSTRATED BY Thermal Management: type of digging on their property. Homeowners _ The Inberr+atlonel Dark Sky Association has approved Lumen Maintenance: ' I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING THE LIGHTING DESIGN. RA13 NEITHER WARRANTEES,EITHER IMPLIED OR STATED,NOR ttds product as a full cutoff,fully shielded luminalre, Cast aluminum Thermal Management system for OR STAPLES. POSTS SHALL BE 5TEEL EITHER "T' OR 'U' TYPE OR HARDWOOD. OF STONE. can contact us directly at 1-800 272-4480 or by REPRE5EtNT5 THE APPROPRIATE E55,CO�TENE55 OR SUITABILITY OF THE 1-1601,15 OB16N optimal heat sinking.The LPACK is designed for cool The LED will deitver70%of Its initial lumens at calling 811,the national call before you dig INTENT AS COMPLIANT WITH ANY APPLICABLE REGIULATORY CODE REMIREMENTS WITH THE IES14A LM 79&IESNA LU40 Testing: opem�n,most efficient output and maximum LED tft 100,000 hours of operation. 2. FILTER(LOTH TO BE TO BE FASTENED 5EGURELY TO WOVEN WIRE b.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- number. For excavation work completed cn EXCEPTION OF TH05E 5PECIFIGALLY STATED ON DRAWN65 CREATED AND SUBMITTED BY RA13 LED luminaires have been tested by an by minimtdng LED Junction temperature. Other FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. CONSTRUCTION ENTRANGE5 SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 personal property,it is the contractor's RAB. THE L16HTIN6 DES16N IS ISSUED,IN WHOLE OR IN PART,AS ADVISORY DOCUMENTS FOR 1. Independent laboratory In accordance with IESPNA Housing! „ IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. responsibility--NOT the homeowner's--to contact INFORMATIONAL PURPOSES AND 15 NOT INTENDED FOR CON5TRUGTION NOR A5 BEING PART OF LM-79 and 80,and have received the Department of California Title 24: FENCE SHALL BE WOVEN HIRE, 121/2 6AU6E,b MAXIMUM MESH OPENING. Energy Facts°label. Prediolon die cost aluminum housing,Wnsfreme. DigNet. Having utility lines marked prior to A PROJECT'S GONSTRUGTION DOCUMtTIT PAGK,46E. See WPLEDIOiPCfor a 2013 California Title 24 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER T.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHIGH WILL digging is free of charge. LED Charade tMc; Mounting: compliantmodel. s LAPPED BY'SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF+1AY, ALL I Junction Patents: SEDIMENT SPILLED,DROPPED, WASHED OR TRAGTED ONTO PUBLIC, RIGHTS-OF-WAY ' span' MIRAFI IOC�X,STABILINKA TI40N,OR APPROVED EQUIVALENT. MUST BE REMOVED IMMEDIATELY. JEFFREY T. BUTLER, P.E. 15 NOT RESPONSIBLE FOR SAFETY maults and T LED lifespan based on lES LAA-BO Green Technology: The LPACK design Is prctected under patents in the results and T14F27 CaICUlatlon& RAB LEDs are Mercu ,Arsenic and LUV free. U.S.Pak 0608,040,Canada Pat 130,?A3,China Pat 4. PREFABRICATED UNITS SHALL BE 6EOFAS,ENVIROFENGE,OR APPROVED EQUIVALENT. b.WHEN KA514ING 15 REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH AND SECURITY RISKS DUE TO INADEQUATE L16HT LEVELS. THIS ry, 20083018325Z2,and pwdng petarnsin Taiwan and STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 15 NOT A RECOMMENDED LIGHT LAYOUT. IT 15 A DE-516N Color Conslatency: For tragi on LEED Buildings: mexDoo- BASED UPON THE TOWN OF SOUTHOLD CODE - SECTION 172 7-stap MacAdam Eltipae binning to achieve oonslatent IDA Dark Sky Approval means that this Axton can be Warranty: 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN L16HTING, OUTDOOR 1lxwre-to-f xture odor. used to achieve LEED Credits for Light Pollution 113ULGES" DEVELOP IN THE SILT FENCE Cl.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAB warrants that our L® ' Color 3tablllty: Reduction, defects In materials and worlaan"hihip products (fora period of LED color temperature Is warrantled to shift no more Gaskets: five(5)years from the date of delivery to the end user; s' U.5. DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE STABILIZED 2t I than 200K In CCT over s 5 year period. Mon Temperature SiliconeVICE . including ooverage of light output,polar stability,driver NEW YORK 5TA DEPTURAL R AR7MENT OF EMIR AONMEN A LCONSERVATION VICE SILT NEW YORKNATURAL STATEDEPARUTMEfNET OF ENVIRONMENTCONSERVATION AL CONSERVATION CONSTRUCTION Color UnNormfty: perronmanoe and Acture finish. FENCE (Bo.�� Equivalency: NEW YORK STATE SOIL. d WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL 4 WATER CCN•15ERVATION COMMITTEE ENTRANCE _Y. --- "' RAS's of OCT(Correlated odor temperature)follows I the guidelines offt American National Standard for The WPLEDI o is Equivalent in delivered lumens to a Specifications for the Chromaticity of SUM Stabs 7OW Metal Halide WaflpaclL F �./• (() 2"X4' WOOD FRAME .lunfiOR BOX Mount :-t Lighting Ca�g( Produce,ANSI C78.377--2016. Hit)Replacer.ent Range: o j121.76] �fj uratipn The WPLEDIO can be used to replace 35-100W 1 Finish: Matal Halide VkUpocks based on delivered lumens. _ N STAKE •�-- - our environmentally Mendly polyester powder }- 3 ✓ Coatings are formulated far high-durability and long- lasting STABILIZE ENTIRE PILE - • lasting ool�,and Conixiine no VOC or toxic heavy FABRIC-� NTH VEGETATION OR COVER W W W 2 I SLOPE OR LE55 • P4 •q- -'� ."., �- Galwlation Summary l � W � _ Label Descri tion Ga1GT e Units Avg Max Min Av /Min Max/Min P cLr Pt Tb ILII=1111=ICI I I o ��.... .�r n [ P T 9 9 t5P � [---a >C Z -ILII-��-Ili `a I GolrPt5 Site Readings Taken at 0'-0" AF6 Illuminance Fc 0.21 4.16 0.0 N.A, N.A. 3 3 � 0 ILII=1111-III =1i� o � ]-41 [127.00--'1 m O DROP INLET BURIED FABRIC WITH GATE 4' Ll !- FRAME Q SILT FENCE W N NOTES, I. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND 5TABLE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. w z 5. UPON COMPLETION OF SOIL STOOKPILIN5,EACH PILE WALL BE SURROUNDED WITH GATHER EXGE55 SILT FENCING,niE N STABILIZED WITH VEGETATION OR COVERED. W AT CORNERS I I I I TO BE USED WHERE TOPSOIL 15 NECESSARY FOR REGRADING AND VE6ETATIN6 DISTURBED AREPS. �: , n //�� E--5 F- DY TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE VEGETATIVE COVER,MULCH,NON-VEGETATIVE � �►V��� COVER,AND PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE STABILIZATION MEASURE(S)SELECTED : GONSTRUGT I ON SPEG I E I GATI ONS 5�BE APPROPRATE FOR THE TiME of YEAR,SITE CONDITIONS,AND REWIRED PERIOD of USE. t�l!'�NV41VG�O/1.PD EN6INEE.R: (4) LED IOW WALLPAGK OF NE I. FILTER FABRIC SHALL HAVE AN E05 OF 40-b5.BURLAP MAY BE L15ED FOR SHORT TERM SOIL STOGKPILE MODEL No. WPLEDIOY WARM LIGHT (3o00K) 1� TOWN OKSOUTHOLD �� w y APPLICATIONS. NOT TO SCALE MOUNTING HEIGHT = 12' ABY GRADE DATE EY T. 60T`O,p� 2. GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINT5. IF JOINTS ARE NEEDED THEY -\ 11 3I'S WILL BE OVERLAPPED TO THE NEXT STAKE. -� �o a i l 6 w 3.STAKE MATERIALS WILL BE 5TANDARD 2 x 4 WOOD OR EQUIVALENT. METAL WITH A PROPOSED METAL E3UILDINT i A J ) 5 `� -Z w MINIMUM LETIGTH OF 3 FEET. AREA: Sbb4 5Q.FT. f '� \ 1 va�o� _ U, t� _ FIN.FL.EL. = 5.0 0.1 OBS 4. 5PACE 5TAKE5 EVE=NLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM Ib INCHES USE: AGRICULTURAL BARN O5 G DEER'. SPANS 6REATER THAN 3 FET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND _ 0 SSIONP THE FILTER FABRIC FOR SUPPORT. 5. FABRIC, 5HALL BE EMBEDDED I FOOT MINIMUM BELOW 6ROUND AND BACKFILLED. IT SHALL RECET V n JEFFREY T. EsUTLER,P.E. BE 5E6URELY FASTENED TO THE 5TAKE5 AND FRAME. �°� I------ ----� b. A 2' x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE GRE5T OF THE FABRIC FOR �a SEP 0 4 2020 � OVER FLOW STABILITY.MAXIMUM DRAINAGE AREA I ACRE J ---- -------- I o A �' � . . •' '. �� scull-gold I owrn � � U.S. DEPARTMENT OF AGRIGUL7URE FILTER FABRIC �5 rO.1 r� Planning Board (-- NATURAL RE50URGE-5 CONSERVATION SERVICE DROP INLET f os \ �/ Q NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION I ( r o�\ I l o� d- NEW YORK STATE 501L 4. WATER CONSERVATION COMMITTEE PROTECTION LL Z Zn- O Q z < Z }' W } EX.ELEG. �T� W m CAST IRON FRAME AND COVER TO GRADE EX. ELEG. XFMR z o CAMPBELL.1162 G OR APPROVED EQUAL ;- �\(t-�� ` / METER o � r +/ �� I--�1 < < � .11: - - 5 (0- O Q LL O cl� CL Q CL FINAL GRADE +� �- z lo'7 STORM WATER LEACHING STRUCTURE NOTES: TOWN OF SOUTTHOLD PLANNING E10ARD �,�Q. • r Z N MIN I.COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EX15TS FOR FULL DEPTH. GONDITIO FOR APPROVAL b'11K CONC COVER 2.COLLAR MATERIAL SHALL BE GLEAN GRAVEL ONLY. I. THE PUEILIG 15 NOT PERMITTED TO ACCESS THE BARN OR GIREENMOUSE; �n .U Q W O 15'PIPE DIA.MIN. ® ® ® I 3.ALL DRAINAGE STRUCTURES MUST BE MAPPED,WITH FILTER FABRIC. 2. THE BARN AND THE DRIVEWAY TO THE BARN 5HALL BE U589 FOR AGRICULTURAL '1� /� f%MIN.(AS REQUIRED) ® ® z ® I 1 4.USE 15' DIA GORR16UGATH7 HIGH DENSITY POLYETHYLENE(HDPE)HEAVY DUTY PIPE FOR PURPOSES ONLY A5 PER THE TOWNS EA5EMENT; ✓ W Q r- ® © ® ® ® I INTERCONNECTION OF ON-51TE STORM WATER LEAGHIN6 POOLS 3. LIVE5TOGK PADDOGK5,5HELTER5 AND ENGL05URE5 STIALL BE LOCATED OUTSIDE \ ��, �, Z O J o 3'MIN. ® ® � ° ® ® I 3'MIN. A.HDPE PIPE 5PEGIFIGATION(AASHTO M-244) THE VE6ETATE0 BUFFERS 5HOWN ON THE 51TE PLAN; PIPE ® ® ® tom ® t� j B. INSTALLATION OF HDPE SPECIFICATION(ASTM D-2321) 4. LIVESTOCK 5HALL BE PREVENTED FROM ENTERING THE VEGETATED BUFFERS. j1 Z o m N IHSH DENSITY POLYETHYLENE MOPE) I ® I� I� ® ® ® I 5. BUFFERS + U_ - I lH 1 WRAP SM)GTURE5 WITH FILTER G.WATER-TIGHT JOINT TESTING SPECIFICATION(ASTM D-3212) S EXISTING (�) SIZE: I © ® © � 7S ® ® I FABRIC(I15E 6EOTEX 351,BY D.GASKET SPECIFICATION(ASTM F-4Ti) VEGETATED BUFFEiRS 2 AND 3 SHALL BE MANAGED FOR THE FOLLOWING BENEFIT'S: O�� � rr►�� U_ o PRN INLET To 50 CONN=10V MIN I ® ® ® © ® E 1 a. PROVIDE DENITRIFICATION AND NUTRIENT UPTAKE; W/ WELL 50 TO 50 CONN= 15'0 MIN - I PRIX) b.SLOW WATER RUNOFF AND ENHANCE INFILTRATION; c �+ Z () I- O c.TRAP POLLUTANTS IN SURFACE IU40FF 4 SUBSURFACE FLOW; T-I (v m ROOF LDR CONN= 4�MIN 1 T,4r• V �, - o 10'-0'DIA 5EPARATION 015TANGE REQUIREMENTS FOR STORMWATER d.STABILIZE SOILS /l �F �'' `� � fi'T IL L I CT I NC ALN N o NON-RATEABLE VEGETATED BUFFER 15HALL BE MANAGED TO MAINTAIN EXISTING TREE5,SHRUBS SOIL LEACHING STRUCTURES AND PIPING (OTHER THAN RESIDENTIAL): pNp GR�s END WTR HORIZONTAL SEPARATION DISTANCES FOR b. 516N5 kik W R o�� Z STORM DRAINAGE LEAGHIN6 POOLS, ANY 516N THAT REQUIRES A 516N PERMIT MUST BE REVIEWED AND APPROVED BY THE �� \ 6� �� F-I Z (0 1- GOLLAR MATERIAL b'MIN PROPERTY LINE= 10'MINIMUM PLANNING BOARD PRIOR TO INSTALLATION., +� F HORIZONTAL SEPARATION DISTANCES FOR 5TORM ��+OF S /r'�" 40 20 O 40 80 120 O o (PENETRATION) BUILDINGS WITH CELLAR= 10 MINIMUM DRAINAGE NON-LEAGHING STRlOTME5: 7. LI6HTIN6 F� o p D BUILPIN66 ON SLAB = 10'MINIMUM WATER SERVICE LINE5/LATERAL5/MAIN5 =5'MINIMUM NO EXTERIOR LIGHTS WERE REVEIWE7 OR APPROVED IN CONNECTION WHTI THIS +��\Ftic r'l� `C GRAPHIC SGALE I" 40'-O" � 7 RATEABLE 501E WATER SERVICE LINE/LATERAL5/MAINS= IO'MINIMUM UNDERGROUND UTILITIES=5'MINIMUM AMENED 51TE PLAN. ANY EXTERIOR LIGHTS ON OR AROUND THE OUTSIDE OF THIS UNDBZ6ROUND UTILITIES = 5'MINIMUM GREASE TRAP=5'MINIMUM 6REENHOU5E K 15T BE REVIEWED AND APPROVED BY THE PLANNING BOARD AND _ 5ANITARY SEPTIC TANK = 20'MINIMUM RW STATION=Y MINIMUM e THE MEETPLANNT COPE L ON,112 LIL N ENCCURAGE5 THE PROPERTY OWNER TO FOLLOW UNDERLYING SAND AND GRAVE STRATA SANITARY LEAGHIN6 POOL= 20 MINIMUM MANHOLE=5'MINIMUMTAN THE GUIDELINES DEVELOPED BY THE U50A FOR SUSTAINABLE NUMBERS OF ANIMALS P A(5E : GREASE TRAP = 20'MINIMUM SANITARY SEPTIC TANK=5'MINIMUM RUMP STATION = 20'MINIMUM ON PASTURE. THE BOARD FURTHER EWZURA6ES THE FARM OWNER TO REQUEST A Luminaire Schedule T'I'P I GAL STORM HATER MANHOLE = 20'MINIMUM VERTICAL SEPARATION DISTANCES FOR STORM NUTRIENT MANAGEMENT PLAN FOR THE ANIMAL HUSBANDRY PORTION OF THE FARM, PRIVATE WELLS =50'MINIMUM DRAINAGE LINES: A5 HELL A9 CONSULTING WITH THE NATIONAL CONSERVATION SCIENCE. THE BOARD Syrlbol Tag Qty Ld?el Arrangement TI L-ari Lumens Lunn. Lumens LLF Descrption MNT6 HT. L-urn.Watts Arr.Watts Total Watts LE66H I N POOL (50) DETAIL IRETAININ6 WALLS= 10'MINIMUM WATER SERVICE LINES= 18'MINIMUM AL50 5TRON6LY 15NCOURA6E5 THE PROPERTY OWNER TO DEVELOP A I`UEL STORAGE TANKS(BELOW CROW) = 20'MIN SANITARY WASTE LINES= 18'MINIMUM COMPREHENSIVE NUTRIENT MANA6E E]NT PLAN(r-NW)To ADDRE55 NUTRIENT A 4 WPLEDIOY 51NGLE 3504 bib 1.000 LED IOW WALLPAGK 12.0' 20D 10.0 &OD (FOR HIGH GROUND WATER) LOADIN5 TO SURFACE AND GROUND WATERS BY WORKING WITH THE SUFFOLK COUNTY WARM L16HT 13000K) FULL CUTOFF,FULLY 5HIELDE3� 111111"M% ^n UU NOTTO SCALE SOIL AND WATER CONSERVATION DISTRICT AND/OR USDA NATURAL RESOURCE CONSERVATION SERVICE. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,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,REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE ARGHITEGT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITEGT. VISUAL CONTACT WITH THEM SHALL GON511TUTIE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THE5E RESTRICTIONS. O