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1000-96.-1-17.5
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".,L!.<" n i ; I I �.� ER ,.1 , I � rtit,, , - - I "11 " i a ENGINE r �� . _ '. SOLARfin . c�` a- € o� 2 a•' ,,� 9-03-2015 , ,may > yy y, 1 £ 3.. I I F st,h.:;.., b ?, �,i,i 5+s a I I - - , - � —I ,�� '. -,- - -- '?� .;;.. h. Y ,/1 8`"- t d { Q °4' L1 .rob' `: ,.; 3 �'_ � t .' �` d. '•, 1 "b`i -, "^ 'fir A x :%3'' � 9: 4 ' '' �: s•>t' tl"9'"w r.k` :.l?'E ilf f7 f,i '3'�`' , ai Y ro" (v .F A -. , >� -,,,�""t,�.�� 1,� 3"' Y a qq �, �, I l x'd' •d i' e wka L P' « '. A zl 8 c „,a 1 "I� � , , Ic ♦ f .<.SAY: u w �. ' 6 . yy,� TM� 1 T( 'root ::,t l �, fa i� "6' A C.. of ave t - ba• �-' . ti` Ya. M%' fk E+ a GREENMAN PED RSE .. Date Q,s, , , / " ' � D t `'4 „ . `•k.?a 8 *S„ s `:.E4 E, r..r' , f�° jdr"Y ., a .L C, ,kr; 'g` �;,,a IF ".8"moi.. '• K 11 d '`±A, 7'' t`. i» _ x WILLIAM BARRETT w. i 3 a \. 9e �jv/ X' Z. µ �, S p �" '. ` s Y. K Y 8" 4.� '§'"`'te d4 •,-'^tae., '115;�';;:q". " fx^ X "77i" 'i3w'n x f .;.'£- z• f pp 4 ,Y I N., ti<„ x4" ,4 _I s g �._ VICE PRESIDENT/D1/D RECTOR OF IV t;�, ,. _� T i CIVIL ENGINEERING i�`' r'Y Y` ^4 Jjq J F `R , > ✓ ii� A a". c 1 3.. 1' d, I > ,. Ri n a``a`Y" P _ e a v If "A,. ti' f :A.% •a' 1] i� 8 , YS Sa °"s .1 I < a„" :i n _ _ r'� x. +*;?ai: T K 7 qI'll ` ;,�4. .�:s'nr:s F' 'eta�.�ayy�'� sfBaX Y 3 3: n ,AI r ..P .,csa 'J e,.q 7 S. fx "€ °\ J"- FOR* �p� � 0 PRELIMINARY SITE PLAN j'f,,/. >\ <)!. Ala z`i+y .>f +P j3 , . $B,#' Z x 5 �i baL PLEASANT 0 . ' p' x°Y sr. �r$: 4 �" � ri,, r 4^ a 7 rf^ba�M1�i x r.!" 1. q� a\ D D � C� a.s, k „ ♦ > ¢� �.� f SUBMITTAL NOT FOR CONSTRUCTION :� g . s IFIL: ('732) 300—"-58 58 SEP 1 S 2015 I n p I T,'1 : (7 p-) 390-94-96 . Southold Town Planning Board GPE GENERAL NOTES GENERAL NOTES LANDFILL LINER NOTES CONSTRUCTION NOTES Greenman-Pedersen, Inc. 1. APPLICANT: Engineering and Construction Services SUNEDISON 19. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY, 1. PRIOR TO DISTURBING AREAS WITHIN WORK LIMITS, CONTRACTOR SHALL PERFORM A 1. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO ENSURE THAT THE PROPOSEDSHEET LIST TABLE 32 West Main Street, Babylon, N422-3479702 100 TWINBRIDGE DRIVE, SUITE J INCLUDING PROVISION OF ALL APPROPRIATE SAFETY VISUAL ASSESSMENT TO VERIFY POSITIVE SURFACE DRAINAGE FLOW INTO EXISTING CONSTRUCTION WORK ASSOCIATED WITH THE SOLAR PROJECT SHALL NOT IN ANY WAY DAMAGE PENNSAUKEN, NJ 08110 DEVICES AND WORKER TRAINING REQUIRED. PERIMETER DRAINAGE SWALES. THE IMPERMEABLE LAYER OF THE LANDFILL CAP, THE LANDFILL LINER, LEACHATE DWG. NO. SHEET TITLE SHEET NO. COLLECTION/CONVEYANCE PIPES, LANDFILL STORMWATER CONTROL STRUCTURES, LANDFILL COVER 1 2. THE APPLICANT PROPOSES TO CONSTRUCT A ±1.1232 MW 20. SOLAR PANEL LAYOUT, CONDUIT, AND INVERTER PAD 2. ANY EXISTING AREAS OF SETTLEMENT AND/OR BARE OF VEGETATIVE GROWTH WITHIN THE MONITORING WELLS, OR THE LANDFILL GAS COLLECTION SYSTEM. IF ANY DAMAGE OCCURS TO Project Title: (DC) PHOTOVOLTAIC RAISED GROUND MOUNTED SYSTEM LOCATIONS ARE SUBJECT TO CHANGE BASED ON FINAL WORK LIMITS SHALL BE FURTHER INSPECTED TO VERIFY V-6" MINIMUM COVER (0'-6" ANY OF THE ABOVE-LISTED LANDFILL COMPONENTS, THE CONTRACTOR SHALL NOTIFY SUN GN-01 GENERAL NOTES 2 CONSISTING OF APPROXIMATELY 3,456 FIXED TILT 325W SELECTION OF PANEL MANUFACTURER, INSTALLATION MIN. OF TOPSOIL AND 12" MIN. OF BARRIER PROTECTION LAYER) ABOVE THE EXISTING EDISON IMMEDIATELY. A WRITTEN PLAN FOR REPAIR OF THE COMPONENTS SHALL BE SOUTHOLD LANDFILL SOLAR PANELS. CONTRACTOR, AND FINAL INTERCONNECTION AGREEMENT. CAP. CONTRACTOR SHALL INSTALL TOPSOIL TO AREAS THAT HAVE SETTLED TO MAINTAIN PREPARED AND ANY REPAIR WORK SHALL BE COMPLETED BY SUN EDISON.. MSP-01 TAX MAP AND ZONING MAP 3 SOLAR ENERGY THE FINAL NUMBER OF PANELS AND ENERGY OUTPUT MAY POSITIVE DRAINAGE FLOW. SEE TYPICAL CAPPING DETAIL. 3. THE PROPOSED USE IS NOT INTENDED FOR PERMANENT VARY DEPENDING UPON THE FINAL SELECTION OF PANEL 2. SUN EDISON WILL PROVIDE FULL-TIME ON-SITE MONITORING OF THE CONTRACTOR'S PRODUCTION SITE EMPLOYEE OCCUPANCY AND AS SUCH, SANITARY AND MANUFACTURER AND FIELD CONDITIONS. HOWEVER, THE 3. CONTRACTOR SHALL ACCESS WORK AREA LIMITS WHERE SHOWN ON PLANS AND WITHOUT CONSTRUCTION ACTIVITIES ON THE LANDFILL CAP. THE CONTRACTOR SHALL WORK ON THE CP-01 GENERAL SITE PLAN 4 ---- POTABLE WATER UTILITIES WILL NOT BE REQUIRED. AREA LIMITS OF THE SOLAR PANEL ARRAY FIELD AS DISTURBING PERIMETER DRAINAGE SWALES. PERMANENT CONSTRUCTION ENTRANCE SHALL LANDFILL CAP ONLY WHEN THE MONITOR IS PRESENT. DEFINED BY THE PERIMETER FENCE LINE SHALL REMAIN BE INSTALLED AT DESIGNATED LOCATIONS. CP-02 GENERAL LAYOUT PLAN 5 4. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION FOR UNCHANGED. 3. VEHICLES OPERATING ON THE LANDFILL CAP SHALL ONLY OPERATE ON THE DESIGNATED THE SITE IMPROVEMENTS SHOWN HERON SHALL BE IN 4. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL DEVICES ACCESS ROADS. ONLY VEHICLES OR CONSTRUCTION EQUIPMENT WITH A DESIGN CONTACT CP-03 EROSION AND SEDIMENT 6 ACCORDANCE WITH: 21. REFUSE AND RECYCLABLES ARE NOT ANTICIPATED TO BE WHERE INDICATED ON PLANS. SILT FENCE SHALL NOT BE INSTALLED. GROUND PRESSURE OR TIRE INFLATION PRESSURE OF 10 POUNDS PER SQUARE INCH OR LESS CONTROL PLAN A. CURRENT PREVAILING MUNICIPAL AND/OR COUNTY GENERATED ON THIS SITE UPON OPERATION OF THE SOLAR SHALL OPERATE OFF THE PERMANENT OR TEMPORARY ACCESS ROADS. CONTRACTOR SHALL CP-04 UTILITY PLAN-1 7 SPECIFICATIONS, STANDARDS AND REQUIREMENTS. GENERATION FACILITY. 5. BIODEGRADABLE STAPLES/STAKES MUST BE USED WHEN INSTALLING EROSION AND LIMIT SITE ACCESS AND TRAFFIC TO ONLY WHAT IS REQUIRED TO COMPLETE CONSTRUCTION. / B. CURRENT PREVAILING UTILITY COMPANY SEDIMENT CONTROL DEVICES. BIODEGRADABLE STAPLES STAKES SHALL PENETRATE 4. ALL OPERATORS OF VEHICLES ENTERING THE CAP AREA SHALL BE CLEARLY INSTRUCTED BY CP-05 ALTERNATE UTILITY PLAN-2 8 SPECIFICATIONS, STANDARDS AND REQUIREMENTS. 22• FOUNDATION DESIGN SHALL BE DEPENDENT ON EXISTING TOPSOIL AT 6" MAXIMUM WITHOUT DISTURBING EXISTING BARRIER PROTECTION THE CONTRACTOR OF THE REQUIREMENTS PRIOR TO ARRIVAL TO AVOID DAMAGE TO THE CP-06 MISCELLANEOUS DETAILS s WHITMAN RECOMMENDATIONS BY THE GEOTECHNICAL ENGINEER. LAYER AND CAP. LANDFILL CAP COMPONENTS.. 7 PLEASANT HILL ROAD 8. ALL INFORMATION SHOWN MUST BE VERIFIED PRIOR TO USE CP-07 MISCELLANEOUS DETAILS 10 CRANBURY, NJ 08512 FOR CONSTRUCTION ACTIVITIES. 23. THESE GENERAL NOTES SHALL APPLY TO ALL SHEETS IN 6. TOPSOIL/SEEDING, TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL 5. CONSTRUCT THE TEMPORARY ACCESS ROAD FOR ON-HIGHWAY VEHICLE TRAVEL ON THE CAP. TEL: (732) 390-5858 THIS SET. MATS/BLANKETS SHALL BE INSTALLED PRIOR TO INSTALLATION OF PROPOSED SOLAR THE LOCATION OF THE PROPOSED TEMPORARY ACCESS ROAD IS SHOWN ON SHEET CP-02. CP-08 MISCELLANEOUS DETAILS 11 FAX: 732 390-9496 9. PROPOSED SOLAR PANEL SUPPORT FRAMES TO BE MODULES. SEE EROSION CONTROL DETAILS AND NOTES. ALL OTHER TEMPORARY ROADS ARE PROHIBITED. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S 24. NO DETERMINATION HAS BEEN MADE AS TO THE ABSENCE CP-09 MISCELLANEOUS DETAILS 12 , AND STRUCTURAL REQUIREMENTS. OR PRESENCE OF WETLANDS. 6. WORK AND VEHICLE TRAVEL IN 10' SET-BACK ZONES IS PROHIBITED. PRIOR TO THE Sun Edison- SPECIFICATIONSCOMMENCEMENT OF CONSTRUCTION ACTIVITIES, ALL LANDFILL GAS VENTS, LANDFILL GASsimplifying" ` solar 10. MODULES ARE ORIENTED AT 180' TRUE SOUTH. 25. EXISTING SOILS WILL BE UTILIZED FOR NEW GRADING PLAN. EXTRACTION WELLS, MONITORING WELLS AND OTHER EXISTING, AVOVE-GROUND STRUCTURES OFLLC AND ITS GENERAL EROSION AND SEDIMENT CONTROL NOTES cCFzoTES,AL RIGH SRESERVE THE LANDFILL CAP AND APPURTENANCES SHALL BE FLAGGED FOR VISIBILITY AND PROTECTIVE RESTORATION AREA SEED MIX AFFILIATES,ALL RIGHTS RESERVED 11. IN ACCORDANCE WITH NEW YORK STATE LAW, THE 26. FACILITY OWNER TO UTILIZE LIMITED HERBICIDE APPLICATION BARRIERS SHALL BE PLACED AROUND SUCH STRUCTURES AS NEEDED TO PREVENT DAMAGE BY 12500 BALTIMORE AVE. CONTRACTOR SHALL CONTACT NEW YORK'S ONE CALL ON INVASIVE PLANT SPECIES AND, IF FEASIBLE, UTILIZE 1. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE VEHICLES ACCESSING THE CAP AREA. FLAGGING AND PROTECTIVE BARRIERS SHALL BE PLACED SYSTEM FOR A MARKOUT OF ALL UNDERGROUND UTILITIES PHYSICAL REMOVAL. WITH BEST MANAGEMENT PRACTICES MANUAL FOR EROSION AND SEDIMENT CONTROL BY CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. SCIENTIFIC COMMON BELTSVILLE, MD 20705 72 HOURS PRIOR TO COMMENCEMENT OF SITE CLEARING. AND THE STANDARDS FOR NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL PERCENTAGE (443) 909-7200 CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL 27. FACILITY OWNER TO PROVIDE INSPECTION/MAINTENANCE OF CONSERVATION AND WILL BE INSTALLED IN PROPER SEQUENCE AND MAINTAINED UNTIL 7. CONSTRUCT THE ARRAYS IN SEC11ONS SO AS TO LIMIT THE AREAS OF THE CAP BEING NAME NAME PERMITS AND FEES. IN ADDITION, THE CONTRACTOR WILL NEWLY DISTURBED AREAS FOR ONE YEAR TO ALLOW FOR PERMANENT STABILIZA110N IS ESTABLISHED. DISTURBED AT ANY ONE TIMES AND TO MINIMIZE TIME BETWEEN EXCAVATION AND CONCRETE PLACEMENT. Lolium perenne Perennial Ryegrass 10% BE REQUIRED TO OBTAIN THE SERVICES OF A PRIVATE PLANT SURVIVAL AND/OR REPLACEMENT IF REQUIRED. 2. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND CONTROL OF ALL WIND Little Bluestein UTILITY LOCATION FIRM TO LOCATE AND MARKOUT/VERIFY BLOWN SOILS AND CONTAMINATION OF ANY DIRT AND WATER. 8. STABILIZE AND/OR REPAIR ANY LANDFILL SURFACE DAMAGE CAUSED BY CONSTRUCTION Schizachyrium " ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF 28. THE SITE IS SITUATED IN THE FOLLOWING DISTRICTS: IMMEDIATELY AND AS DIRECTED BY THE ENGINEER. Wildcat or 20% ANY EXCAVATION. 3. TIMELY MAINTENANCE OF SEDIMENT CONTROL STRUCTURES IS THE RESPONSIBILITY OF scoparium „ SCHOOL: SOUTHOLD UFSD Heritage THE CONTRACTOR. ALL STRUCTURES SHALL BE MAINTAINED IN GOOD WORKING ORDER 9, DO NOT USE GRADE STAKES AND OTHER MARKING DEVICES THAT COULD PUNCTURE THE FIRE: SOUTHOLD WATER RECHARGE OVERLAY DISTRICT BARRIER LAYER. 12. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL AT ALL TIMES. THE SEDIMENT LEVEL IN ALL SEDIMENT TRAPS SHALL BE CLOSELY Festuca Tall Fescue 20% EXISTING CONDITIONS INCLUDING UTILITIES. ALL MONITORED AND SEDIMENT REMOVED PROMPTLY WHEN MAXIMUM LEVELS ARE REACHED arundinacea DISCREPANCIES SHALL BE IDENTIFIED TO THE PROJECT 29. THE SITE IS NOT SITUATED IN THE FOLLOWING DISTRICTS: OR AS ORDERED BY THE OWNER OR OWNERS REPRESENTATIVE. ALL SEDIMENT 10. NO EXCAVATION WILL BE MADE IN EXCESS OF 6" ON THE CAP. Festuca s ENGINEER IN WRITING. HARBOR PROTECTION OVERLAY DISTRICT CONTROL STRUCTURES SHALL BE INSPECTED ON A REGULAR BASIS AND AFTER EACH spp. Fine Fescue 20% COASTAL EROSION HAZARD ZONE HEAVY RAIN TO INSURE PROPER OPERATION AS DESIGNED. AN INSPECTION SCHEDULE 11. DO NOT STOCKPILE EQUIPMENT OR MATERIALS ON THE GRASS COVERED LANDFILL CAP. Trifolium repens White Dutch Clover 10% 13. ALL SITE IMPROVEMENTS OUTSIDE THE PROJECT LIMIT ARE SHALL BE SE FORTH PRIOR TO THE START OF CONSTRUCTION. EQUIPMENT AND MATERIAL SHALL BE STORED AT AN OF=-LANDFILL SITE APPROVED BY THE TO BE PROTECTED. IF DAMAGED, THEY ARE TO BE ENGINEER. Danthonia spicata Poverty Oats 10% REPLACED BY THE ,CONTRACTOR AT NO COST TO OWNER. 4. THE LOCATIONS AND THE INSTALLATION TIMES OF THE SEDIMENT STANDARDS SHALL BE THESE SHALL INCLUDE BUT NOT BE LIMITED TO SIDEWALKS, AS ORDERED BY THE ENGINEER, OWNER OR OWNER'S REPRESENTATIVE, IN ACCORDANCE 12. THE BALLAST BLOCKS, WHETHER CAST-IN-PLACE OR PRECAST, SHALL BE PLACED ON A Eragrostis WITH THE STANDARDS SET FORTH IN THE SITE PLANS. GRAVEL LEVELING BASE. EXCAVATION OF THE GRASS BENEATH THE LEVELING BASE IS NOT s ectabilis Purple Love Grass 10% CURB, LANDSCAPING, LAWN AREAS TREES, FENCES, ETC. p ANTICIPATED. A NARROW TRENCH EXCAVATION FOR THE CONCRETE FORMS IF CAST-IN-PLACE 5. ALL TOPSOIL NOT TO BE USED FOR FINAL GRADING SHALL BE PLACED IN A STABILIZED BALLAST BLOCKS ARE USED IS PERMITTED. THE SOIL FROM THE TRENCH SHALL BE 14. THERE IS NO PROPOSED LIGHTING PLAN ASSOCIATED WITH STOCKPILE OR FILL AREA. STOCKPILED TOPSOIL SHALL BE TEMPORARILY SEEDED OR STOCKPILED AT THE BALLAST BLOCK LOCATION AND COVERED IF INCLEMENT WEATHER IS THIS PROJECT. MULCHED WITHIN 14 DAYS. FORECAST. THE SOIL SHALL BE USED TO BACKFILL THE FORMS TRENCH. ANY EXCESS SOIL 15. UTILITY RELOCATIONS SHOWN HEREON, IF ANY, ARE FOR 6. STOCKPILES ARE NOT TO BE LOCATED WITHIN 50' OF A FLOOD PLAIN, SLOPE, SHALL BE REMOVED. INFORMATIONAL PURPOSES ONLY AND MAY NOT REPRESENT ROADWAY, OR DRAINAGE FACILITY. THE BASE OF ALL STOCKPILES SHOULD BE 13. SOIL EXCAVATED FROM THE CONDUIT TRENCH SHALL BE STOCK PILED IMMEDIATELY UP-HILL ALL REQUIRED UTILITY RELOCATIONS. THE CONTRACTOR CONTAINED BY A HAY BALE BARRIER OR SILT FENCE. FROM THE TRENCH. THE STOCKPILES SHALL BE COVERED IF INCLEMENT WEATHER IS IS RESPONSIBLE FOR PERFORMING AND/OR COORDINATING FORECAST. THE TRENCH WILL BE BACKFILLED AS SOON AS PRACTICAL AND THE BARE SOIL ALL REQUIRED UTILITY RELOCATIONS IN COOPERATION WITH 7. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN TWO WEEKS (14 SURFACE SEEDED AND MULCHED. ANY EXCESS SOIL SHALL BE REMOVED. THE RESPECTIVE UTILITY COMPANY/AUTHORITIES. DAYS) AND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A TEMPORARY SEEDING AND MULCHING. IF THE SEASON PROHIBITS TEMPORARY SEEDING, 14. REMOVE ALL EXCESS EXCAVATED SOIL IMMEDIATELY UPON EXCAVATION, DO NOT STOCKPILE 16. DO NOT SCALE DRAWINGS AS THEY PERTAIN TO ADJACENT THE DISTURBED AREA WILL BE MULCHED WITH SALT HAY OR EQUIVALENT AND BOUND ON THE LANDFILL CAP. STOCKPILE EXCAVATED SOIL OFF THE LANDFILL AND INSTALL AND SURROUNDING PHYSICAL CONDITIONS, BUILDINGS, IN ACCORDANCE WITH THE NY STANDARDS (I.E. PEG AND TWINE, MULCH NETTING, APPROPRIATE EROSION CONTROL MEASURES AS DIRECTED BY THE ENGINEER. STRUCTURES, ETC. THEY ARE SCHEMATIC ONLY, EXCEPT LIQUID MULCH BINDERS. 15. USE SPECIAL CAUTION IN EXCAVATING OR WORKING NEAR THE LANDFILL GAS EXTRACTION AND WHERE DIMENSIONS ARE SHOWN THERETO. VENTING SYSTEMS, WELL, COLLECTION LINES, ETC. 8. STABILIZATION SPECIFICATIONS AS PER TABLE 3.7 OF NEW YORK STANDARDS AND 17. THIS SET OF PLANS HAS BEEN PREPARED FOR THE SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. PURPOSES OF MUNICIPAL AND AGENCY REVIEW AND 16. CAST THE FOUNDATION PADS IN PLACE BY PUMPING CONCRETE FROM THE SERVICE OR APPROVAL. THIS SET OF PLANS SHALL NOT BE UTILIZED 9. THE SITE AT ALL TIMES SHALL BE GRADED AND MAINTAINED SUCH THAT ALL TEMPORARY ROADS. RACK FOOTING MAY BE CAS-IN PLACE OR PRECAST. AS CONSTRUCTION DOCUMENTS UNTIL ALL APPROVALS STORMWAIER RUNOFF IS DIVERTED TO SOIL AND SEDIMENT CONTROL FACILITIES. 17. IF REQUIRED BY SUN EDISON, THE CONTRACTOR SHALL SUBMIT A COLD-WEATHER CONCRETING REQUIRED HAVE BEEN OBTAINED, ALL CONDITIONS OF 10. MAXIMUM SIDE SLOPES OF ALL EXPOSED SURFACES SHALL NOT EXCEED 3:1 UNLESS PLAN SPECIFICALLY FOR THE INSTALLATION OF THE CONCRETE FOOTINGS AND PADS. THE APPROVAL HAVE BEEN SATISFIED AND THE DRAWINGS OTHERWISE APPROVED BY THE ARCHITECT. PLAN SHALL BE PREPARED IN GENERAL ACCORDANCE WITH ACI 306R TO GUIDE TO COLD HAVE BEEN STAMPED "ISSUED FOR CONSTRUCTION". THIS WEATHER CONCRETING, OR OTHER EQUIVALENT INDUSTRIAL STANDARD. THE PLAN SHALL BE SHALL INCLUDE APPROVAL OF ALL CATALOG CUTS, SHOP 11. DUST SHALL BE CONTROLLED VIA THE APPLICATION OF WATER OR CALCIUM CHLORIDE. SUBMITTED TO SUN EDISON FOR APPROVAL AT LEAST TWO WEEKS PRIOR TO START OF DRAWINGS, AND/OR DESIGN CALCULATIONS AS REQUIRED CONSTRUCTION. BY THE PROJECT OWNER AND/OR MUNICIPAL ENGINEER. 12. ALL SOIL WASHED, DROPPED, SPILLED OR TRACKED OUTSIDE THE LIMIT OF DISTURBANCE OR ONTO PUBLIC RIGHTS-OF-WAY, WILL BE REMOVED IMMEDIATELY. m 18. EXISTING UTILITY INFORMATION SHOWN HEREON HAS BEEN PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES DURING THE COURSE OF THE LU COLLECTED FROM VARIOUS SOURCES AND IS NOT PROJECT. Y GUARANTEED AS TO ACCURACY OR COMPLETENESS. THE "' CONTRACTOR SHALL VERIFY ALL INFORMATION TO HIS 13. PROTECT CATCH BASIN INLETS WITH AN INLET PROTECTION DEVICE. U SATISFACTION PRIOR TO EXCAVATION. WHERE EXISTING UTILITIES ARE TO BE CROSSED BY PROPOSED 14. STORM DRAINAGE OUTLETS WILL BE STABILIZED, AS REQ'D, BEFORE DISCHARGE POINTS CONSTRUCTIONS, TEST PITS SHALL BE HAND DUG BY THE BECOME OPERATIONAL. No. Date Description CONTRACTOR PRIOR TO CONSTRUCTION TO ASCERTAIN 15. ALL PROPOSED DRAINAGE CATCH BASINS SHALL BE INSTALLED TO FINISH GRADE, Drawing Title: EXISTING INVERTS, MATERIALS, AND SIZES. TEST PIT SURROUNDED WITH STONE COLLAR AND SURROUNDED WITH DRAINAGE INLET INFORMATION SHALL BE GIVEN TO THE ENGINEER PRIOR TO PROTECTION TEMPORARY SILT FENCE. CONSTRUC11ON TO PERMIT ADJUSTMENTS AS REQUIRED TO AVOID CONFLICTS. PROFESSIONAL IMMEDIATELY DRATELY IFANY FIELD NOTIFY SHALL 16. ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT CONTROL UNDERDEVICE. GENERAL NOTES CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HEREON. SUCH CONDITIONS COULD 17. TREES TO REMAIN AFTER CONSTRUCTION ARE TO BE PROTECTED WITH A SUITABLE RENDER THE DESIGNS HEREON INAPPROPRIATE OR FENCE INSTALLED AT THE DRIP LINE OR BEYOND. INEFFECTIVE. 18. SEDIMENT AND EROSION CONTROL STRUCTURES SHALL BE REMOVED AND AREA STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED BY Date: 09/03/15 PERMANENT MEASURES. Scale: NTS Drawing Number: E:E m SEN 1 2015 GN-01 Southold Town Q Planning Board o Sheet Number: 2 of 12 ---- Project Number: 2014034.02 Filename:O:\2014\BAB-2014034,02 WHITMAN-SOUTHOLD\CADD\CONTRACT PLANS\GENERAL PLANS\2014034_02-PL GEN.DWG Plot Date: 9/8/2015 11:24 AM Plotted By: ESCOBAR, FLOR Greenman-Pedersen, Inc. Engineering and Construction Services 1 I " ' _ < �. PROJECT SITE 325 West fa Tel: (63" R 1)587-5060Fax: (631)422-34798 a xa 4 h', , 4 P R-80 d" t< I A" a < ri v .a),�. % �' Project Title: .e s U � <.��: � a � "��` sp ��, SOUTHOLD LANDFILL , x , SOLAR ENERGY a g. a „• e PRODUCTION SITE �w , .'i'a•.,'' aq` p a@•a$ s �,"�,,,t� d ,. ti9'��u::q .+ �$� 8 V^iff 'rR �''°l S tl ���� -a`e' t•'aa < s a.. ''p t, a °.� Aa. f7w <#, '�n•=a t �'' ,.s'^n �- •! '� "'.t� ..,,fir'.. „o,`" 'z. .�". "?rF��• ...r�.'` � 414 � w: >"•" °""+r,fi .sirs lk ..t. .. .`. n�„ w� 7 �', i��� <vt:iID` „„ .e�»' .' '°. '.£' •`^ate' ?3� 'x v='• v'' � 4 �;,-. b.�m e"r' '"°„ro >a' °'x'� .k i:,,q "''•M, ..�;,f ri' a”.<� .s°" nPt. . : 94 zd� 1 .uY4a ,t. a s) a,l a e �e n Yd+�,��< a'R�'. `'. ms y'�a� .re°° °,�' w,. :�'.^ �...�q;.t i�"� S, "A, fv' ► ,.',"'•.w.` '�""�� � ' - �' a' e f'Y a �hIN- R-8 Rw81? r ''a£ ,"s .:'• A WHITMAN 1tC0- G.- 1-17.5 . ' o�' � ,��.;:. €E�`. :.:.'�.: � a ,�'. ':���;'«"-; .< ; �., as' ' <.'� Y \bf f _ < , # ',,fie, 3{ -d•a.. �H'' f,': ';� E'x R! a rr.z f Z, g p R 7 PLEASANT HILL ROAD a , „"„x : ..t�a CRANBURY. NJ 08512 X� i, �- "�a TEL: (732) 390-5858 �• p<, .., >1-4 =I,,, i F< . " `• p, ` 1 FAX: 732 390-9496 Wast" 1-land r�zl .,::. �. Management ,. .r• .Aj9 .t`,,z .��:�`� ' '. .. � :w �f� ya' `*T a <s"`e,a, ',� •� ;^a,,,.� "' r a ,.g; x , 'T C2 er a.. ' `< r n n 1"la.lnle`s t"�I ►J res_ � �. . " ' ' �, � •, � �, simplifying solar Ediso dam" e ee3`, �5 ' €��J C 2015 SUN EDISON,LLC AND ITS _ ^' �y AFFILIATES,ALL RIGHTS RESERVED Z r4'i"3tP;s U '° .Y..; �xwE .>;f�, " .S• ;,�� cttuIIl .. �• �' f x`a �. r�.r�' ;' ,, 12500 BALTIMORE AVE. ;yJf Zane Description 0.0 „ BELTSVILLE, MD 20705 AC :A 911cVItpl Conservation 2 acre X, ' .� .... .' ,. ''�.,.." ">M• t 'n "r'„ R40 Residential Low Densis T sae R-00� ResdentialLowDensit 2aare (443) 909 7200 »+► z ,,,:�.. i=. . �. e '+''I _),} .? <4`Y.E'' '`'•es :;'r` z.l,.. 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C vj n Ta r °s " t "4 e �<s S i 4 P , Town of Southold Section 1o f 4 of 4< '3a '> 1 ., s ,&6' ` -.:5,° w``2 ,mow ' .,>.. .P+e► � New Zoning Map Adopted � ,�q e� p .. _,.. r.; � .��smrsse»•.,a< t`�,,;.,,,«.< .ar�e^aYaFa." <. :< s' +' *. _ «.,�.,..,,r ,. , " <. x by Southold Town Board on November 30, 2004 as Local Law No. 23 of 2004R-400 Scale: 1 inch = 1000 feet co`, TOWN OF SOUTHOLD BULK SCHEDULE FOR LIGHT 1 i INDUSTRIAL DISTRICTS — LI PROPERTY LINE 5. r4,A^ � CANOPY';�OVER, SOLI DDISTRICT REQUIRED PROVIDED MMTAREAWASTE MINIMUM REQUIREMENTS a LOT SIZE (SF) 40,000 2,658,084.86 SF Y LOT WIDTH (FT) 100 VARIES >100 ca o LOT DEPTH (FT) 150 VARIES >150UJI Y 1 W� FRONT YARD FT 100 100 _ �.... M°. _--... PROPERTY LINE t:� ,.. U 1 i SIDE YARD (FT) ,M � '• `� , M Nc. Date Description 20 20 DrawingTitle: BOTH SIDE YARDS (FT) 40 40 SOUTHOLD TOWN PROPERTY 61.19 ACRES SOLAR ARRAY COVERAGE 1.65 ACRES °M TOTAL LOT COVERAGE PERCENTAGE 3.67o TAX MAP AND ZONING REAR YARD (FT) 70 70 / ---- LANDSCAPE AREA PERCENTAGE 25 N/A �` MAP ��'• t \ -� INVERTER MAXIMUM PERMITTED DIMENSIONS Date: 09/03/15 des r4'tm;36.L, I Scale: NTS LOT COVERAGE (PERCENTAGE) 30 3.6 ' I Number: � Drawing 35 N/A BUILDING HEIGHT (FT) _._....... ._._ _ a MSP-01 NUMBER OF STORIES 2 N/A ` ---' SEP 1 8 2015 `o `SOLAR ARRAY FIELD `"` z Southold Town Q1 Planning Board LOTCOVERAGE MAP Sheet Number: 3 of 12 —'e-- Project Number: 2014034.02 Filename:O:\2014\BAB-2014034.02 WHITMAN-SOUTHOLD\CADD\CONTRACT PLANS\MISC SHEETS\2014034_02_PL_MSP-01.DWG Plot Date: 9/8/2015 11:25 AM Plotted By: ESCOBAR, FLOR PROJECT DATA TOWN OF SOUTHOLD STANDARD NOTES: PROPOSED SITE ENTRANCE 6155 COX LANE SITE ADDRESS 1. METES AND BOUNDS ARE FROM A SURVEY PREPARED BY KELLER AND GPF CUTCHOGUE, NY 11935 KIRKPATRICK, INC. ON 5-14-2015. Greenman-Pedersen, Inc. Engineering and Construction Services TOWN OF SOUTHOLD SOLID 2. TOWN OF SOUTHOLD ENGINEERING DIVISION SHALL BE NOTIFIED 24 HOURS 325 West Main Street, Babylon, NY 11702 Tel:(631)587-5060 Fax: (631)422-3479 [ REPUTED WASTE MANAGEMENT PRIOR TO COMMENCEMENT OF PAVING OR CONCRETE WORK. OWNER 6155 COX LANE, I: 3. CONTACT TOWN OF SOUTHOLD ENGINEERING MINIMUM 48 HOURS PRIOR TO Project Title: CONSTRUCTION THE COMMENCEMENT OF ANY LAND CLEARING OR ACTIVITY SOUTHOLD LANDFILL ' CTC OG E, 11935 "/'.5 __..........._ z.._ ::.:..r, FOR MAP 1000-96-1-175 __._. SOLAR ENERGY EXISTING ROAD TO BE USED FOR SITE ACCESS (TYP.) I PARCEL AREA 61.19 ACRES 4. ALL ENGINEERING WORK TO BE PERFORMED TO THE LATEST PLANNING PRODUCTION SITE rte» -100' SETE3ACK i BOARD SPECIFICATIONS AND REQUIREMENTS. ---- --- ; _�--�� ._ I ZONE LIGHT INDUSTRIAL 5. ALL UTILITIES SHALL BE BURIED UNDERGROUND, PER PLANNING BOARD ti WASTE HANDLI NGAND USE SPECIFICATIONS. <y MANAGEMENT 6. ALL DRAINAGE STRUCTURES AND PIPE SHALL BE CLEANED OF SILT AND X fi '. t DEBRIS AFTER CONSTRUCTION IS COMPLETE. ;.Q t, ,..,Q- •, OUTSIDE THE SPECIAL FLOOD FLOOD ZONE 84.-1-26.3 t7. ALL CONCRETE MATERIALS TO BE MINIMUM 4,000 PSI. \ x' HAZARD AREA WHITMAN 344 00 '4 8. AREAS EXPOSED BY SITE PREPARATION SHALL BE PROTECTED DURING SITE 7 PLEASANT BILL ROAD FEMA FI RM PAN EL 36103CO144H �• '• � I ' �`"Y ' 1 CRANBURY NJ 08512 l,` 'j .' CONSTRUCTION WITH HAY BALES, SEDIMENT LOGS, EROSION CONTROL TEL: (732) 390-5858 ALTERNATE ELECTRIC FAX: 732 390-9496 ' 84.-1-32.1 :: _ M`, It , ; MATTING, TEMPORARY VEGETATION, OR MULCHING TO MEET THE 84.-3-3 84.-3-4 INTERCONNECTION ROUTE ADJACENT PROPERTY OWN ERS TO THE PROPOSED SOLAR FACILITY IF REQUIRED BY THE UTILITY REQUIREMENTS OF THE NYSDEC EROSION CONTROL MANUAL AND AS -► `' AT TOWN OF SOUTHOLD MUNICIPAL WASTE AREA simplifying solar UI1 Edison- SPECIFIED ON SITE PLANS. .. TAX MAP # ADDRESS OWN ER (C),2015 SUN EDISON,LLC AND ITS 9. AFFILIATE F CONSTRUCTION 'ALL RIGHTS RESERVED t PL54 ,, �- �T_____ _ - - \ ti', ; ! 84-3-3 7505 COX LANE BAYBERRY ENTERPRISES _._._ -- ; <, \ ,=�' t,�'' `` 5"'., %" ; + SEDIMENTS AND WASTE AT THE END OF EACH DAY. 12500 BALTIMORE AVE. 96.-1�20.1 84-3-4 6965 COX LANE THREE BROTHERS REALTY BELTSVILLE, MD 20705 ADDITIONAL NOTES - x� y � 84-1-32.1 6245 COX LANE CORAZZI N I REALTY CO • V" 372JERICHO CORP C/O LEWIS 1. LOCATION OF PROPOSED UTILITY SERVICES SHOWN ARE APPROXIMATE AND x., . 96.-1-19.1 , TILITY 84-1-26.3 22355 CR 48 AND MURPHY REALTY MUST BE CONFIRMED INDEPENDENTLY - - ZONE, Lfi�HT 1 N DU STI:�l AL -, �, � : -r.- ��:� , ;, �; 27A North LLC C/0 CHRIS COMPANIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. IF DISCREPANCIES TOTAL LOT AREA: 61 .19 ACRES K 1' 96-1-20.1 22155 CR 48 MOHR LANDSCAPING EXIST, NOTIFY THE ENGINEER IMMEDIATELY IN WRITING. � « t i , ! ;{. : jY .p4 t _ 2. WORK WITHIN THE R.O.W. OF CHURCH LANE OR COX LANE (ALTERNATE PROPOSED PROJECT AREA. 5.32 ACRES ,, rR..,. � 96 1-19.1 21855 CR 48 ARTHUR V JUNGE t; }..96.-1-18.3 'S t SOLAR FIELD: 3 456 PANELS 1 .123'2 MW t. r _ !ni ot' ,"z.t ROUTE) SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE o r' >'K::p �'` �° ! i ', i't4` 96-1-18.3 21775 CR 48 J EN N I E L. TAYLOR ' ' x: " ��' ' ` 1,� t '1`�' tl!t' 96-1-18.2 21755 CR 48 ROBERT TAYLOR REQUIREMENTS OF THE TOWN OF SOUTHOLD. DC 781 KW (AC)) APPROXIMATE LIMIT OF �j'r . _ t; ; �tk ��' EXISTING CAP * 96.-1 18.2 ! , ! \,1 '' [ ( 'i '\ { l" \'�. ! ,-'.;" �.''•' ` t1 1't'''' 96-1-16 485 CHURCH LANE FRANCES L. WILSON 3. ANY STRIPING PAVEMENT MARKINGS IN R.O.W. WHICH ARE REMOVED DURING l�ll il,, `, .._ 't i1;". I ' I e x / , i V;; ,,;.',R .. r ! , ,{ `\ / ` •,y '��. _._.._._ !` .� 1`'r..t._q:;: `.: ra.r�=="°"'.-s,• 1 1 � 'ir�;.�'� 1"i 96-1-15 635 CHURCH LANE J EAN ETTE STEWARD SITE CONSTRUCTION SHALL BE REPLACED IN KIND. C ON t, • sir; -+-�-' , , , -, ` .. I LO PROPOSED INVERTER AT !! 96-1-14 735 CHURCH LANE VIOLA CROSS 4. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT SEE DWG. CP-07 `e , %;',,'';'i1 ,,,;;^;,1!;-! \,,; ,, t <;,y' ,yF;,.- , '�n E ' ,,,i ' ', '\� ' t :'4,� '� kV ; ' V ✓ _ -'I " :_o--� <, 4 r , 96-1-13.1 21405 CR 48 FIRST BAPTIST CHURCH PEDESTRIANS AND VEHICULAR TRAFFIC DURING REMOVAL ACTIVITIES ANY c'. ,,. PROXIMATE LIMIT OF �. I ,; ...r:Y - •, . o ;1. 96 1-12 1225 CR 48 ANGE O TRAFFIC CONTROL ACCESS SAFETY PROVISIONS WITHIN THE R.O.W. AND 2 L STEPNOSKI > :.. i; ;rr' i \ ,._. EXISTING WASTE , ;' -1- I' 96.-1-13.1 .......... i; i t - - ., 8 �.' _ � ACCESS ROUTES ( .G. SIDEWALK, PAVEMENT STRIPING, ETC.) SHALL BE THE f r 1 ij 7 k M µ\ _.....�. ..WR- �^" _ " " 2Q' SETBACK .,- !`, 96-1-7 CONTRACTOR'S RESPONSIBILITY THE CONTRACTOR SHALL DETERMINE \ _... - _ ,..\\ .....` .....__ ^,,.._�..'': ..ice .f=�.. .._;..:__.. 5..._..Y _--"nr" _Y , �._.:'-_ :{4�\ t t_;`.'�:;, '' �i'1. - 50 T KELLY 1-6 UTH ILL LANE KRUDOP APPROPRIATENESS OF REMOVAL ACTIVITIES AND PROVIDE TEMPORARY 96-1-8 170 TUTH ILL LANE ROBERT KRUDOP MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL 5 96-1-9 250 TUTHILL LANE KELLY KRUDOP COMPONENTS REPLACEMENTS LACEMENTS CAN BE INSTALLED EXISTING UTILITY POLE' 96-1-3 305 TUTHI LL LANE ALPHEN IC MARTIN 5. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE ru 728 MODULES \ ?-,.f:fi' NORTH ARRAY: 1, _ g6.-1-11.1 96.-1-12 j 96-1-4.1 20905 CR 48 MICHAEL INNAMORATO SAFETY OF ITS EMPLOYEES, THE GENERAL PUBLIC, STRUCTURES TO REMAIN, � \ - _ "_- PROPOSED ELECTRIC .- - - 175 COMMERCEC CO TIMOTHY KAYE L :, PROPOSED WORK • DURING ALL CONSTRUCTION .-...AREA ACCESS POINT (INTERCONNECTION ROUTE - 61 10750 OREGON ROAD F MCBRIDE AND SONS LLC AND REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY 83-3 96.-1-12 .L' - 96.-1-12 ' i - "�tri�� ":°; ,\.S?,",>, I '\ ' ' ""' APP �: AND LOCAL CODES AND REGULATIONS. THE OWNER AND ENGINEER ASSUME • -PROXIMATE LIMIT 83.-3-6.1 �o! OF PROPOSED WORK/ 96.-1-12 NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS & SOUTH ARRAY. 1,728 MODULES 96.-1-12 PROCEDURES IN CONNECTION WITH THE WORK. DISTURBED AREA ' _ ! 96.-1-1 96.-l-12 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING NTH THE Ij 'Ji 6.70' REA - -_ _ . EXISTING ROAD TO BE USED SPECIFICATIONS OF THE LOCAL AUTHORITIES REGARDING MATERIALS AND _ _- ....._ - - /-j y_:;; :5,. FOR SITE ACCESS TYP. 1d=' - : '"` `r �-`` R _ - ( ) + INSTALLATION OF PROPOSED WORK, FOR OBTAINING THE REQUIRED PERMITS, , - ,;; F;; ........._-___ . �. `r _. ., rt =. . _ FFS, AND CONSTRUCTION INSPECTIONS, ACCORDING TO GOVERNING 95.-2-1.1 �, .,. . ,.�.._� _ __,_.___ _ -..____ e- _;- _ -: =` t j No. Date Description 6 06 i _ _._- -, .•,", "/ -„ DES ,,:f::;.r:•; . � -����� .:::: _......._ BUILDING , ' "-`;'' t, �` <' - _ -::__ i` �. t 7. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR MEANS AND METHODS. Drawing Title: - _..... _. REFERENCES: GENERAL SITE PLAN THIS PLAN REFERENCES: BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY: Date: 09/03/15 KELLER & KIRKPATRICK 301 GIBRALTAR DRIVE Scale: 1"=150' MORRIS PLAINS, NJ 07950 U-1 DATED: 5-14-2015 Drawing Number: DECEHE SOLAR ARRAY LAYOUT PLANS CP-01 PREPARED BY: SEP 18 2015 °° WHITMAN 7 PLEASANT HILL ROAD Southold Town Q Planning Board o CRANBURY NJ 08512 sheet Number: 4 of 12 DATED: 6-04-2015 ---" Project Number: 2014034.02 Filename:O:\2014\BAB-2014034°02 WHITMAN-SOUTHOLD\CADD\CONTRACT PLANS\GENERAL PLANS\2014034-02-CS_GP.DWG Plot Date: 9/8/2015 11:25 AM Plotted By: ESCOBAR, FLOR Y:1 v P 1 1 ;;% 'VGreenman-Pedersen, Inc. m\ Engineering and Construction Services "M 1 Y, APPROXIMATE LIMIT OF325 West Main Street, Babylon, NY 11702 : Tel: (631)587-5060 Fax: (631)422-3479 X! .._ i ! , \,I ,� ` 1 1 EXISTING CAP (TYP.) I V, 0 AF/ Project Title: APPROXIMATE LIMIT OF 7. EXISTING WASTE (TYP.) SOUTHOLD LANDFILL PROPOSED SOLAR ENERGY CONCRETE PRODUCTION SITE BARRIERS (TYP.) 4-A X H ---- PROPOSED WORK AREA ACCESS POINT (TYP.) X�1 7.5 E'43 8 INSTALL STABILIZED TEMPORARY J1 ------- ------ CONSTRUCTION ENTRANCE (TYP.) CP 09 ....................... .......... _8 6F .... ....... --------------- T ........... --- ---------- /"05 -------------- --------- .......... ------------- 3 EXISTING SWALE I\ 13 J ------ ......... -------------- WHITMAN 44.5; ........ -------- 4�01 - 65, --------- SOLAR ARRAY LIMIT LINE (TYP.) ...... 7 PLEASANT HML ROAD A -------- CRANBURY, NJ 08512 --------------- TEL: (732) 390-5858 ....... .-09 ..........-------- _N ............... 317595 N 31757q,, k\ PROPOSED INVERTER 4, FAX: (732) 390-9496 E 1398148.02 83 & TRANSFORMER ---------- E 139131 90.89,�, A --------- ---------_----- 11 t", \v� -07 SEE DWG. NO. CP ------------- N 317643.61 IN 317619.35 D E 1398007.70 E 1398OZ9-12, V EXISTING CHAIN V simplifying solar S un Edison- ........... LINK FENCE (TYP.) -------- (C),2015 SUN EDISON,LLC AND ITS ------ AFFILIATES,ALL RIGHTS RESERVED PROPOSED ------ IN 31,7546.57 --------- E 139821030 12500 MORE AVE. _C1 BERM (SEE BELTSVILLE, MID 20705 ............ t PRESERVE AND ........ IN 317522.31\ ENLARGED PLAN) (443) 909-7200 PROTECT EXISTING E 1398198.82 L_J ------- GAS VENTS (TYPICAL) .......... I. REMOVE EXISTING N `3117498.65 E 1398196.21 SHRUBS \ , - 1� /VEGETATION (TYP.) PROPOSED CONCRETE 15 6&7 NORTH ARRAY: 1,728 SOLAR MODULES SM) NCASEMENT P 08 EASfIN" CONCRETE G TOPSOIL AND SEED �3 DISTURBED AREA (TYP.) ,FAQ BL�CKS (TYP.) 01, N 31�473.79 MAINTAIN 12.0' MIN. E 1,3§8173. 01 CLEARANCE (TYP.) 20' SIDE NI 317449.53 E 1398163.98 .............. YARD SETBACK 317384.45 �--_N 317360.19 94 IN -E 1398000 E 1397982.82 ------- C-4) N 317408.71 N 317335JU N 03. EXISTING LIMIT OF PROPOSED WORK/ 3173 -\,� - - r� CO ....... IN 317457.23 E 1397949.37 f_139M36.60 E 1398114.' DISTURBED AREA PRESERVE AND E 1397817.48 317' ��,9.1`11 -77 "'N 81.49 C - - - - - - - - - PROTECT EXISTIN IN 3174 - - - - - - - E 1398123.63 a7 E 1397786.25 W-317432 v, IN 317255.45 GAS VENTS (TYP.) __E 1139782�.63,_ E 1398132.4 3 TOPSOIL AND SEED DISTURBED AREA (TYP K 311 72,36 9 i� CP 06` 1��- c;. .� E 1398141.2 REMOVE EXISTING X``" SHRUBS/VEGETATION (TYP.) 6&7 n SOUTH ARRAY: 1,728 SOLAR MODULES (SM) i 628' 8 ............. 94 L :317206.9f 3 S4 .1.-1 C-4) P C4 EXISTING SWALE �) - N - - 4�� 1 1 111 398132.2� if ......... ........ y ........... co J". . .......... ......... -------------- 70' REARYARD SETBACK 317182k ....... ........ ....................... Fr 1 �, 1398115.8f U ...... LU ................ ...................... ...................... 1�. ..... ....... . ......... ........... .......................... PRESERVE AND .......... X 1 ...... CD ............ ---------------- ........... ............. ............ ................ ............. U EXISTING CHAIN LINK FENCE (TYP.) ............... X 55 6 ......... PROTECT EXISTING ........... 771! ...... GAS VENTS (TYPICAL) in No. Date Description .............. .. .................... EXISTING SWALE ........... ---------- ------- Drawing Title: ..... 50 -1d . 45- 17 z, C-I ' ' ci.................. 7- PROPOSED WORK AREA z GENERAL LAYOUT 10 0.C. PROPOSED ACCESS POINT (TYP.) ------------ z7-- INVERTER 6' TALL INSTALL STABILIZED TEMPORARY NO ARBORIVITAE CONSTRUCTION ENTRANCE (TYP.) .............. PLAN 'EMERALD GREEN' .......... LIMIT OF PROPOSED WORK/ ------------ ................. .......... ...... .......... ...... DISTURBED AREA ........... ......11/ EXIST. ---------------- SHRUB 30 Date: 09/03/15 A, B11 EXIST, PROPOSED 12" HIGH BERM 2 %\ \_T') - EXIST. Scale: V=50' 1 ON 3 SLOPE MONITORIN FENCE w WELL INVERTER CONCRETE SLAB 3, ............ ................ ......... Drawing Number: 16' 10' 6.50± /�`IUISTING FENCE CP-02 z EXISTING I C E < PROPOSED BERM PROPOSED BERM GRADE SEP 18 2015 Sheet Number: 5 of 12 ENLARGED PLAN SECTION Southold Town 11 1 10 Planning Board ---- SCALE: 1 =40 SCALE: 1 =20 Project Number: 2014034.02 Filename:O:\2014\BAB-2014034.02 WHITMAN-SOUTHOLD\CADDNCONTRACT PLANS\GENERAL PLAN S\201403402CSG P2.DWG Plot Date: 9/8/2015 11:27 AM Plotted By: ESCOBAR, FLOR � r- -I r -1 I I I I I . 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No. Date Description . _,", . . . . . . .11--, : . . : . ), . . . . .. . . . . . - . . . . . ... . k .* - . . . . . . ___� . . . -_ ' . ",_ )."- . .. �,_ . . . . . .. . . . TOPSOIL. & SEED AND-INSTALL TEMPORARY-CURLEX 11 . C-. . . \i . DraWng Title: * , I . . _/ . . .. . . ", . . - WITHIN WORK AREA- LIMITS : . . /_ - .. . .. . . . _:_ - . . . EROSION CONTROL BLANKET.S' . . . 1 ,\-/ .. . I). * . . . . . . 1\ 11 - . . . . . __ ._,__�, . . L' ""' , * . II7 . . . . ,,, . . _ . AND'.BENEATH �O AR MODULES. -11"� . . I" . EROSION AND : , __ - _ .- ,.- �------,---------,-- "-.,���.. ��-�.�-��''-- -----------�----��-�--,-.-----..------.,.---. . .- [__ �__ - ------- __ . . -1 - r__-_ fr , " I . . � : . . . . . . : . . . . 1, . -_-. . . i .- _7, ;r . .- . I � �1_ __ --- m_- . ___ . V i . � __ . . . � : . : _ :1 - ; I . .1 . I i 11 ! z : . . .--,, . : I . : I i ., k -, : : ; 11� t . 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'I', � < � J , I - . - \ " /1, -_ , "I .,\\.... , � 1, ,,/�. � , !\ " _ ;I � / ,\ � _�� 11 ..--.-.,- ! 11, I - , 1, 0 -, Planning Board Sheet Number: 8 of 12 , ( ,I .-...---' -� \, _ I 1\ IT, I / I = I I L- Ili . -_ L� � -� ,\. , \ . I" ---- I I I , I- - , I " I I ' l _` � I I I � I ` , , , , , , ,, , , , , , , , " , � I , I I I I I t� I'll I 11 I I �, ` I ; 11 , , , ri. ` I I I I I r, \ � 1\ I I l I I I I - I I I I I , I- I ", "" , " ,, , - " "' "'t _��_' ' ,14%", � �," "_ ___ , , , ,.", , I I , , , `1 , - I 11 ii I I'll i'll �_ 1I 1 I I -:,,, " 10, -1 IF1 M, N , , , , I � I I I I - , , - 't, � I � I � , , , l I - I I I II - I M ATCH LINE A SEE DWG. NO. CP-05 Project Number: 2014034.02 File name:O:\2014\BAB-2014034.02 WHITMAN-SOUTHOLD\CADD\CONTRACT PLANS\GENERAL PLANS\2014034-02-CS-GP3.DWG Plot Date: 9/8/2015 11:29 AM Plotted By: ESCOBAR, FLOR I I BACKFILL WITH CLEAN FILL (GIN FINISHED GRADE Greenman-Pedersen, Inc. Engineering and Construction Services 325 West Main Street, Babylon, NY 11702 WEATHERPROOF /— UV RESISTANT RUBBER PIPE SUPPORT OR EQUIVALENT (BY COMPRESSION -5060 Fax: (631)422-3479 INSTALLATION CONTRACTOR) ON GRAVEL TO REQUIRED HEIGHT 0 Tel: (631)587 FITTING ABOVE GROUND (D STRAIGHT CONDUIT RUNS GREATER THAN 50 FEET MUST R--\ Project Title: FIXED AND/0 FILTER FABRIC TenCate CONTAIN CONDUIT EXPANSION FITTINGS. INSTALL TERMINATION ALUMINUM DETECTABLE Mirafi@X—Series OR EQUAL QUANTITY AND BARREL SETTING IN ACCORDANCE WITH POINT UNDERGROUND WARNING (0 SOUTHOLD LANDFILL NEC SECTION 352.44 AND NEMA GUIDELINES. TAPE, 12" WIDE (OR (2) SOLAR ENERGY EXISTING 6" WIDE) BELOW FINISHED PRODUCTION SITE GRADE RADE R! PVC CONDUIT FOR N.. 3.0 6.0' 6.0' 4.0 3.0, MEDIUM VOLTAGE ---------- CABLES \— CLEAN FILL PVC CONDUIT FOR ALL MATERIAL SHALL BE WEATHERROOF AND LISTED FOR OUTDOOR INSTALLATION. DATA/FIBER CABLES EARTH PVC CONDUIT NEC 2008 ARTICLE 352 WHITMAN 7 PLEASANT HML ROAD SUPPORTS FOR PVC CRANBURY, NJ 08512 2� TEL: (732) 390-5858 MAX DIST BETWEEN TYPICAL MEDIUM VOLTAGE TRENCH DETAIL FAX: (732) 390-9496 TRADE SIZE SUPPORTS SCALE: N.T.S. 3 Ft Sun Edison simplifying solar 1 1 /411-271 5 Ft (C),2015 SUN EDISON,LLC AND ITS AFFILIATES,ALL RIGHTS RESERVED 2 1 /2"-3?p 6 Ft 12500 BALTIMORE AVE. 3 1 /2p)-511 7 Ft BELTSVILLE, MD 20705 (443) 909-7200 6" AND LARGER 8 Ft (' 1TYPICAL CONDUIT SUPPORT PROFILE VIEW IIZ104 SCALE: N.T.S. ELECTRICAL FEEDER, TURN PRECAST ELECTRICAL TOWARD INVERTER VAULT CONCRETE SUPPORT BLOCK METAL VAULT COVER FOR CONDUIT BRIDGE 4" CONCRETE ENCASEMENT 2-1/2" CONDUIT 2-1/2" CONDUIT EXISTING ROADWAY SECTION COMM 41 Za .. ................ EXISTING LANDFILL SECTION ........................................................ .......................... .................................. ............................... ................. .. ............... ..... .......... ........................................................................................................... ................................................................................................. ........................................... ........................... ...................................................................... ............................... ............ .............. . . ..................... ........ ............. AS—GUILTS ............................ 2.4 AS PER AS ........... 111 1 1 JTTT I I I ........ ... ..... . ... ..................... .............. ............. ...... .................. ..... ............................ ..................................... .......... ........ ...: ..... ................... EXISTING ROADWAY SECTION ...... ................ ............. ...................... ...........I..... :::::;::::;;>.:>;::::':::::.:....... .............. —BUILTS ................ AS PER AS ................... .. .......... .................... ........ ......... ................... ... ......... .................... . ......... ................... .......... .................... ................ ............... ............... ........................................................................................ .......................................................................................... ............................................ ................................. EXISTING SWALE WIDE VARIES ------MIN 1A CONDUIT SUPPORT PROFILE- BRIDGE ACROSS SWALE & UNDER ROADWAY �P_04/# SCALE: N.T.S. WRAP END OF GEOCOMPOSITE DRAINAGE LAYER WITH GEOTEXTILE TO CLOSE GEOCOMPOSITE HEAT SEAM BOTTOM AND TOP OF GEOCOMPOSITE TO GEOTEXTILE (TYP.) 2 10, VEGETATION (TYP.) ca MIN. 47, SLOPE U UJ SLOPE V RECYCLEX TRM—V PERMANENT U TURF REINFORCEMENT MATTING OR CURLEX II—QUICKMOW. No. Date Description J SEE PLAN FOR LOCATIONS ....................... ........ ......................... . ........................ Drawing Title: ........... .............................. 6" MIN. TOPSOIL ...... TOPSOIL.: .......... ............ ...................................I............................. .................. .... ... ....................... ................ ..........I................................. . ........................... ............................. .._ .. ............. ................................................. ............................. ........ ............................_.................................... . ................................................................. ........ ...... ........_. .......................... ............................... .................................*.................. ...........t..................�...............................�.........�......�...................�..................�..........�............%..,....-...........-...................... .. .........................-. . . .... ....... ............ ............. .......... ........ .. . ............. ............... . .............. ..................... .. ................ .................... ...................................................................................... ....................... ......... .............................................. ..................... ........ ............................................................. ......................................................................=-. ..........:..-.i................................... .................. .................... ............................................................ ........................ .. .................... ....... ........................................................... ........................................ ............ ..... .... ................... ......................................... .............*,"`_..*.*. ......... .......................... ............ .............. ........... .................. .. ................................... ........................ ..................................................... .......................... ............ .. ........ ................... .......... ..................................................................................... .......... ....... ........................................ .................... ......................................................................................... ........... ................................. ............ ........................ ...................................................................................................................................................... ............ ..............1 11.............. ...........................................................I........ .................. ............- .. . .1. ..- ............... ......... .... .........:v .................. ................................................................... . ..I- 11..................................I.................::_._: :::::::::::::i::. ........................................... ...�............................... ................ . .........................................;... _ .................................. 12" BARRIER PROTECTION LAYER MISCELLANEOUS ............ ............. *............. ...................... .. ......... ....................................................... .......................... ............. ................................... NOTES: ............ ............................................ ........................... .............................. 0 0 0 0 0 1 . .................................. GEOCOMPOSITE DRAINAGE LAYER 0 0 U 0 0 0 0 ... ....... DETAILS 0 U U 0 C) 0 .........................- . ........ .................................. .............. ........................................ - . -�-M - l� ............ . .................�-M-- .. - ............................ .. ......... 0 0 0 0 0 0 .................................................. ... 0 0 0 0 0 0 0 0 ....................................... ............................... 1. CONTRACTOR SHALL FILL ANY AREAS ENCOUNTERED DURING SOLAR PANEL INSTALL OPERATION THAT INDICATE LESS THAN THE MINIMUM DEPTHS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .. ........ ............................................. ...........n... .............. ........ C) n n n n n 0 n 0 0 SHOWN IN THE TYPICAL CAPPING DETAIL WITHIN THE WORK AREA. 0 ..... .................. . ................. ...................... .......... .......... ..........I I ....................... ..................................................... 0 0 0 .............. .................. 12" GAS VENTING LAYER 0 0 0 2. CONTRACTOR SHALL NOT DISTURB THE 12" BARRIER PROTECTION LAYER. ANY WORK REQUIRING STAKING OR STAPLING, SEEDING, ETC. SHALL 0 0 0 0 0 0 0 Date: 09/03/15 0 0 0 BE WITHIN THE 6" TOPSOIL LAYER. TYPE 1 GEOTEXTILE 0 0 0 0 0 0 Scale: AS SHOWN 3. RECYCLEX TURF REINFORCEMENT MATTING AND CURLEX II—QUICK MOW SHALL BE PLACED OVER GRASS SEED AND TOPSOIL AND ANCHORED INTO 60 MIL HDPE TEXTURED GEOMEMBRANE 6" MIN. CONTOUR GRADING MATERIAL Drawing Number: LU U_ THE 6" TOPSOIL LAYER USING 4" BIODEGRADABLE E—STAPLES. 4. CONTRACTOR SHALL RESTORE AREAS WHERE SHRUB/VEGETATION REMOVAL IS REQUIRED TO MEET TYPICAL CAPPING DETAIL. REFERENCE: TYPICAL CAPPING DETAIL, SOUTHOLD LANDFILL CLOSURE, GENERAL CONSTRUCTION PLANS, SEPTEMBER 2000. WASTE E C E V E CP-06 co z 3 TYPICAL CAPPING DETAIL SEP 18 2015 P-02/0J SCALE: N.T.S. Sheet Number: 9 of 12 Southold Town Planning Board ———— Project Number: 2014034.02 Filename:O:\2014\BAB-2014034.02 WHITMAN-SOUTHOLD\CADD\CONTRACT PLANSWISC TABLES AND DETAILS\2014034-02—PL—MSD-01.DWG Plot Date: 9/8/2015 11:29 AM Plotted By: ESCOBAR, FLOR A CONCRETE AND REINFORCING STEEL Greenman-Pedersen, Inc. " N 0 TE S . Engineering and Construction Services 3 MIN. Z 325 West Main Street, Babylon, NY 11702 - Tet: (631)587-5060 Fax: (631)422-3479 1 . ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301 AND ACI 318. Project Title: REINFORCEMENT 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, SOUTHOLD LANDFILL 7- #4@12" O.C. UNLESS NOTED OTHERWISE. SOLAR ENERGY PRODUCTION SITE 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS M SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH..............3 IN. WHITMAN CONCRETE EXPOSED TO EARTH OR WEATHER: 7 PLEASANT HILL ROAD CRANBURY, NJ 08512 #6 AND LARGER................................ 2 IN. TEL: (732) 390-5858 #5 AND SMALLER & WWF................. 1 1 /2 I N. FAX: 732 390-9496 CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL................................ 2 N. �.- Sun Edison- simplifying solar BEAMS AND COLUMNS.......................2 IN. (C),2015 SUN EDISON,LLC AND ITS 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, LINO, IN AFFILIATES,ALL RIGHTS RESERVED n ACCORDANCE WITH ACI 301 SECTION 4.2.4. 12500 BALTIMORE AVE. i BELTSVILLE, MD 20705 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S (443) 909-7200 NOTE: WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO 1 . CONTRACTOR TO GRADE AS REQUIRED MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. 7 ('4A CON CRETE INVERTER SLAB PLAN A JD3 NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CP-07 CONCRETE. CP-04 SCALE: N.T.S. 1 '-6" CV co SLAB SIZE DANGER LOCATION A B HIGH VOLTAGE WITHIN co INVERTER 30'-0" 10'-0" KEEP OUT TRANSFORMER 12'-0" 10'-0" CUSTOMER SWITCH 4'-0" 4'-0" ° a' a -4 ' TYP E A SI GN UTILITY METER 4'-0" 4'-0" NOTE: 1 . EQUIPMENT SLAB SIZE SHALL BE VERIFIED WITH FINAL EQUIPMENT SUBMITTAL PRIOR TO POURING 3.31' 2.89' AUTHORIZED PERSONNEL ONLY 4 BARS 12" O.C. EACH 4B # 12 THICK CONCRETE INVERTER SECTION �,��;� . . Sun Edison" WAY (TYP.) SLAB simplifying solar _I C — SCALE: N.T.S. 3/4" CHAMFER (TYP.) 3.94' 6" 12.76' FOR INFORMATION CALL: 888-786-3347 FOR EMERGENCY CALL: 911 ,4 * • i' �, *� 4 f t: TYPE B SIGN *.,S• '- •• fl�b.,"flL __—_�—, u- �=�___ .��a_r€�al rm ..�_,,� .,,�rrrn �su�^ .�' 5 SIGN DETAILS m SCALE: N.T.S. EXISTING GRADE U / /\/\/\/\/\/ / \�\\�\\�\\�\\�\ 1. SIGNS 'A' AND 'B' MUST BE LOCATED AT EYE LEVEL a Description No. Dat p p AND LOCATED ON ALL ELECTRICAL EQUIPMENT. 8"-12" 4 STONE a Drawing Title: PVC 20MIL LINER MATERIAL UNDER ALL STONE - -- --- - -- - - - MISCELLANEOUS - 1 .64' DETAILS A CONCRETE SLAB SECTION DETAIL - _ i,4 •� •� ! • i Y\• , \ .� Y .Y, `. 'I Y Y --I•• _- Y ��• + Y? ?-. •I T Y. - _., 1 . : . - : y F •. - . : \ Y cVo Y. ' Ye : Date: 09/03/15C — SCALE: N.T.S. � I • Y\ S ,• Y YI -'Y \ Alk Y Scale: AS SHOWN Drawing Number: W D E V_f 0 SEP I E25 01 CP-07 z 4C INVERTER E L E V A T I ON Southold Town Planning Board Q Sheet Number: 10 of 12 o CP-04 SCALE: N.T.S. ———— Project Number: 2014034.02 Filename:0:\2014\BAB-2014034.02 WHITMAN-SOUTHOLD\CADD\CONTRACT PLANSWISC TABLES AND DETAILS\2014034_02_PL—MSD-02.DWG Plot Date: 9/8/2015 11:30 AM Plotted By: ESCOBAR, FLOR NOTES: Greenman-Pedersen, Inc. 1 . PRELIMINARY DESIGN FOR DISCUSSION PURPOSES DURING MUNICIPAL Engineering and Construction Services NY APPROVAL PROCESS. DO NOT USE FOR CONSTRUCTION. REFER TO 325 west Main street, Babylon, )4 11702 Tel: (631)587-5060 Fax:(631)422-3479 MANUFACTURERS INSTALLATION MANUALS FOR EXACT CONNECTION LOCATIONS AND MOUNTING REQUIREMENTS. Project Title: 2. SUN EDISON RESERVES THE RIGHT TO PROVIDE AN APPROVED EQUAL RACKING SYSTEM. SOUTHOLD LANDFILL SOLAR ENERGY 3. DETAILS AND CALCULATIONS FOR THE PROPOSED PANEL FOOTINGS PRODUCTION SITE SHALL BE PROVIDED TO THE TOWN ENGINEER PRIOR TO A ---- PRE—CONSTRUCTION MEETING. DETAILS AND CALCULATIONS SHALL BE PREPARED BY A NEW YORK LICENSED PROFESSIONAL ENGINEER TO ADDRESS THE STRUCTURAL INTEGRITY OF THE PROPOSED FOOTINGS. 12' MIN. WHITMAN ° 7 PLEASANT HILL ROAD 0 0 CRANBURY, NJ 08512 TEL: (732) 390-5858 ° FAX: 732 390-9496 ° ° ° (Clisun Edison- simplifying solar � o 0 t� (C),2015 SUN EDISON,LLC AND ITS H AFFILIATES,ALL RIGHTS RESERVED 0 0 • ° •� ° 12500 BALTIMORE AVE. BELTSVILLE, MD 20705 ° • , ° • SEE CP-09 FOR SEAM ° ° • ° • (443) 909-7200 g • • ° • STAPLING PATTERN s e • - , ° ° • , sTO , ' . ° • ° • . p ° p, ° B FOUNDATIONS BY RACKING • LEVEL GROUND :4 ° ° MANUFACTURER (TYP.) ' °• p e ° ° ° es p s ° e 0 ( ( I 4'Wf RECYCLEX TRM—V 1O'Wt CURLEX EROSION I I PERMANENT CONTROL BLANKET EROSION CONTROL MATTING (ALL OTHER AREAS AS INDICATED ON PLANS) BELOW DRIPLINE ( 6" TYPICAL LEVEL GROUND RACKING DIMENSIONS CP-0 SCALE: N.T.S. SOLAR PV PANELS 0 0 0 0 0 m ° 0 W o U ° w 2 0 U o No. Date Description S • • ° • ° , • ° p ° • D ° ° > p • • � FINISHED GRADE eaa < < e e FOUNDATIONS BY RACKING ° Drawing Title:RECYCLEX TRM—VMANUFACTURER (TYP.) a ° 44 ° PERMANENT EROSION CONTROL MATTING MISCELLANEOUS • p e b p e e —11 p — 1— I — - - -- --- - - - - � �—� — � �— DETAILS Date: 09/03/15 Scale: AS SHOWN NOTE: U LS Drawing Number: LU RACKING SHOWN ONLY AS GRAPHICAL REPRESENTATION AND BY i SEP 1 8 2015 OTHERS. ACTUAL RACKING MAY VARY. TYPICAL RACKING SYSTEM DETAILS CP-08 Southold Town m CP-0 SCALE: N.T.S. Plannin0Board z a Sheet Number: 11 of 12 0 ---- Project Number: 2014034.02 Filename:O:\2014\BAB-2014034.02 WHITMAN-SOUTHOLD\CADD\CONTRACT PLANS\MISC TABLES AND DETAILS\2014034-02—PL—MSD-03.DWG Plot Date: 9/8/2015 11:30 AM Plotted By: ESCOBAR, FLOR RECYCLEX TRM-V UNDER SOLAR MODULES ONLY. CURLEX II QuickGRASS IN ALL OTHER GPE 1. STANDARD AND SPECIFICA NS OR T P I N 2. STANDARD AND SPECIFICATIONS FOR MULCHING 3. STANDARD AND SPECIFICATIONS FOR DUST CONTROL 4. STANDARD AND SPECIFICATIONS FOR PERMANENT CRITICAL AREAS WHERE INDICATED ON EROSION AND AREA PLANTINGS SEDIMENT CONTROL PLAN. Greenman-Pedersen, Inc. PURPOSE PURPOSE PURPOSE PURPOSE Engineering and Construction Services TO PROVIDE ACCEPTABLE PLANT COVER GROWING CONDITIONS, THEREBY THE PRIMARY PURPOSE IS TO PROVIDE INITIAL EROSION CONTROL WHILE TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED 3' MIN. 1 ROW OF STAPLES, 325 West Main Street, Babylon, NY 11702 REDUCING EROSION; TO REDUCE IRRIGATION WATER NEEDS; AND TO A SEEDING OR SHRUB PLANTING IS ESTABLISHING. MULCH WILL SOIL SURFACES THAT MAY CAUSE OFF-SITE DAMAGE, HEALTH HAZARDS, TO REDUCE EROSION AND SEDIMENT TRANSPORT. I.� _I „ Tel:(631)587-5060 Fax: (631)422-3479 REDUCE THE NEED FOR NITROGEN FERTILIZER APPLICATION. CONSERVE MOISTURE AND MODIFY THE SURFACE SOIL TEMPERATURE AND AND TRAFFIC SAFETY PROBLEMS. r 12 O.C. REDUCE FLUCTUATION OF BOTH. MULCH WILL PREVENT SOIL SURFACE CONDITIONS WHERE PRACTICE APPLIES CONDITIONS WHERE PRACTICE APPLIES CRUSTING AND AID IN WEED CONTROL. MULCH IS ALSO USED ALONE CONDITIONS WHERE PRACTICE APPLIES �\ FOR TEMPORARY STABILIZATION IN NON-GROWING MONTHS. THIS PRACTICE APPLIES TO ALL DISTURBED AREAS VOID OF, OR HAVING Project Title: TOPSOIL IS APPLIED TO SUBSOILS THAT ARE DROUGHTY (LOW AVAILABLE CONDITIONS WHERE PRACTICE APPLIES ON CONSTRUCTION ROADS, ACCESS POINTS, AND OTHER DISTURBED INSUFFICIENT, COVER TO PREVENT EROSION AND SEDIMENT TRANSPORT. MOISTURE FOR PLANTS), STONY, SLOWLY PERMEABLE, SALTY OR AREAS SUBJECT TO SURFACE DUST MOVEMENT AND DUST BLOWING ' SLOPE CREST ANCHOR EXTREMELYACID. IT IS ALSO USED TO STANDARD DOESCNOTL AROUND SHRUB AND ON SOILS SUBJECT TO EROSION AND ON NEW SEEDINGS AND SHRUB WHERE OFF-SITE DAMAGE MAY OCCUR IF DUST IS NOT CONTROLLED. CRITERIA METHOD "A" (NO TRENCH) SOUTHOLD LANDFILL TREE PLANTINGS. MULCH IS USEFUL ON SOILS WITH LOW INFILTRATION RATES SOLAR ENERGY SOILS. BY RETARDING RUNOFF DESIGN CRITERIA ALL WATER CONTROL MEASURES WILL BE INSTALLED AS NEEDED PRIOR COMPACTED TO FINAL RADING AND EDED PREPARATION.SEECTIONS WISLEREQUIRE CHISELING ORAD DISKING TOL PROVIDE DO NOT NEED TO TRENCH TRM IN IF PRODUCTION SITE NY SEVEEY AM DESIGN CRITERIA CRITERIA CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE AN ADEQUATE ROOTING ZONE, TO A MINIMUM DEPTH OF 12". THE AMOUNT OF AREA DISTURBED AT ONE TIME. BUFFER AREAS OF IT CAN BE EXTENDED A MINIMUM OF 3'-0" 3. PRESERVE EXISTING TOPSOIL IN PLACE WHERE POSSIBLE, THEREBY VEGETATION SHOULD BE LEFT WHERE PRACTICAL TEMPORARY OR SEEDBED MUST BE PREPARED TO ALLOW GOOD SOIL TO SEED CONTACT, OVER THE CREST OF THE SLOPE. REDUCING THE NEED FOR ADDED TOPSOIL. SITE PREPARATION PRIOR TO MULCHING REQUIRES THE INSTALLATION OF PERMANENT STABILIZATION MEASURES SHALL BE INSTALLED. NO WITH THE SOIL NOT T00 SOFT AND NOT T00 COMPACT. ADEQUATE SOIL NECESSARY EROSION CONTROL OR WATER MANAGEMENT PRACTICES AND SPECIFIC DESIGN CRITERIA IS GIVEN; SEE CONSTRUCTION SPECIFICATIONS MOISTURE MUST BE PRESENT TO ACCOMPLISH THIS. IF SURFACE IS DRAINAGE SYSTEMS. BELOW FOR COMMON METHODS OF DUST CONTROL POWDER DRY OR STICKY WET, POSTPONE OPERATIONS UNTIL MOISTURE 4. CONSERVE BY STOCKPILING TOPSOIL AND FRIABLE FINE TEXTURED CHANGES TO A FAVORABLE CONDITION. IF SEEDING IS ACCOMPLISHED SUBSOILS THAT MUST BE STRIPPED FROM THE EXCAVATED SITE AND SLOPE, GRADE AND SMOOTH THE SITE TO FIT NEEDS OF SELECTED WITHIN 24 HOURS OF FINAL GRADING, ADDITIONAL SCARIFICATION IS ONE STAPLE ROW AT SEAMS WATER QUALITY MUST BE CONSIDERED WHEN MATERIALS ARE SELECTED APPLIED AFTER FINAL GRADING WHERE VEGETATION WILL BE MULCH PRODUCTS. GENERALLY NOT NEEDED, ESPECIALLY ON DITCH OR STREAM BANKS. ESTABLISHED. FOR DUST CONTROL. WHERE THERE IA POTENTIAL FOR THE MATERIAL REMOVE ALL STONES AND OTHER DEBRIS FROM THE SURFACE THAT ARE TO WASH OFF TO A STREAM, INGREDIENT INFORMATION MUST BE GREATER THAN 4 INCHES, OR THAT WILL INTERFERE WITH FUTURE 5. REFER TO USDA SOIL CONSERVATION SERVICE NEEDS OF THE ANTICIPATED LAND USE AND MAINTENANCE REQUIRED. PRESENTLY NATURAL REMOVE ALL UNDESIRABLE STONES AND OTHER DEBRIS TO MEET THE PROVIDED TO THE LOCAL PERMITTING AUTHORITY. MOWING OR MAINTENANCE. TRM OVERLAP, ( RESOURCE CONSERVATION SERVICE) SOIL SURVEYS OR SOIL 2"-4" INTERPRETATION RECORD SHEETS FOR FURTHER SOIL TEXTURE SOIL AMENDMENTS SHOULD BE INCORPORATED INTO THE UPPER 2 " E- STAPLE MULCH AFTER SOIL AMENDMENTS AND PLANTING IS CONSTRUCTION SPECIFICATIONS INCHES OF SOIL WHEN FEASIBLE. THE SOIL SHOULD BE TESTED TO 6 E STAPLE BIODEG ADABLE INFORMATION FOR SELECTING APPROPRIATE DESIGN TOPSOIL DEPTHS. ACCOMPLISHED OR SIMULTANEOUSLY IF HYDROSEEDING IS USED. DETERMINE THE AMOUNTS OF AMENDMENTS NEEDED. APPLY GROUND ANC ORING STAPLE WHITMAN SITE PREPARAl10N A. NON-DRIVING AREAS - THESE AREAS USE PRODUCTS AND AGRICULTURAL LIMESTONE TO ATTAIN A PH OF 6.0 IN THE UPPER 2 SELECT APPROPRIATE MULCH MATERIAL AND APPLICA11ON RATE OR MATERIALS APPLIED OR PLACED ON SOIL SURFACES TO PREVENT INCHES OF SOIL IF SOIL MUST BE FERTILIZED BEFORE 7 PLEASANT HILL ROAD MATERIAL NEEDS. DETERMINE LOCAL AVAILABILITY. AIRBORNE MIGRATION OF SOIL PARTICLES. CRANBURY, NJ 08512 1. AS NEEDED, INSTALL EROSION CONTROL PRACTICES SUCH AS DIVERSIONS, RESULTS OF A SOIL TEST CAN BE OBTAINED TO DETERMINE FERTILIZER �� �� �� �� TEL: (732) 390-5858 CHANNELS, SEDIMENT TRAPS, AND STABILIZING MEASURES, OR MAINTAIN SELECT APPROPRIATE MULCH ANCHORING MATERIAL. VEGETATIVE COVER - FOR DISTURBED AREAS NOT SUBJECT TO NEEDS, APPLY COMMERCIAL FERTILIZER AT 600 LBS. PER ACRE OF 5- // /� /� /� /�\/� \�\� IF ALREADY INSTALLED. \�, ��` FAX: 732 390-9496 TRAFFIC, VEGETATION PROVIDES THE MOST PRACTICAL METHOD OF 10-10 OR EQUIVALENT. IF MANURE IS USED, APPLY A QUANTITY TO ��/� �/ ���/�� BLANKETS ABUT TOGETHER NOTE: THE BEST COMBINATION FOR GRASS/LEGUME ESTABLISHMENT IS DUST CONTROL MEET THE NUTRIENTS OF THE ABOVE FERTILIZER. THIS REQUIRES AN 2. COMPLETE ROUGH GRADING AND FINAL GRADE, ALLOWING FOR DEPTH OF APPROPRIATE MANURE ANALYSIS PRIOR TO APPLYING TO THE SITE. DO TOPSOIL TO BE ADDED. STRAW (CEREAL GRAIN) MULCH APPLIED AT 2 TON/ ACRE (90 NOT USE MANURE ON SITES TO BE PLANTED WITH BIRDSFOOT TREFOIL LBS./1000SQ.FT.) AND ANCHORED WITH WOOD FIBER MULCH MULCH (INCLUDING GRAVEL MULCH) - MULCH OFFERS A FAST OR IN THE PATH OF CONCENTRATED WATER FLOW. " HYDROMULCH) AT 500 - 750 LBS./ACRE (11 - 17 LBS./1000 SQ. FT.). EFFECTIVE CONTROL BLANKETS, 5 Sun Edison 3. SCARIFY ALL COMPACT, SLOWLY PERMEABLE, MEDIUM AND FINE ( L simptifyidis THE WOOD FIBER MULCH MUST BE APPLIED THROUGH A HYDROSEEDER STAPLE THROUGH TEXTURED SUBSOIL AREAS. SCARIFY AT APPROXIMATELY RIGHT ANGLES SEED MIXTURES MAY VARY DEPENDING ON LOCATION WITHIN THE STALE ng solar IMMEDIATELY AFTER MULCHING. SPRAY ADHESIVES - THESE ARE PRODUCTS GENERALLY COMPOSED BOTH (C),2015 SUN EDISON,LLC AND ITS TO THE SLOPE DIRECTION IN SOIL AREAS THAT ARE STEEPER THAN 5 AND TIME OF SEEDING. GENERALLY, WARM SEASON GRASSES SHOULD OF POLYMERS IN A LIQUID OR SOLID FORM THAT ARE MIXED WITH PERCENT. AREAS THAT HAVE BEEN OVERLY COMPACTED SHALL BE ONLY BE SEEDED DURING EARLY SPRING, APRIL TO MAY. THESE AFFILIATES,ALL RIGHTS RESERVED WATER TO FORM AN EMULSION THAT IS SPRAYED ON THE SOIL OR CHISEL PL TO A MINIMUM DEPTH OF 12 INCHES WITH A DEEP RIPPER SURFACE WITH TYPICAL HYDROSEEDING EQUIPMENT. THE MIXING GRASSES ARE PRIMARILY USED FOR VEGETATING EXCESSIVELY DRAINED SIDE SEAM OVERLAP BLANKETS MATTING SIDE SEAM ABUT OR CHISEL PLOW PRIOR TO TOPSOILING. RAT10S AND APPLICATION RATES WILL BE IN ACCORDANCE WITH THE SANDS AND GRAVELS. STAPLE DETAIL STAPLE DETAIL 12500 BALTIMORE AVE. 4. REMOVE REFUSE, WOODY PLANT PARTS, STONES OVER 3 INCHES IN MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC SOILS ON USE SEED MIXAS PER TABLE 3.1 PERMANENT CRITICAL AREA BELTSVILLE, MD 20705 DIAMETER, AND OTHER LITTER. THE SITE. IN NO CASE SHOULD THE APPLICATION OF THESE PLANTING MIXTURE RECOMMENDATIONS AS SHOWN ON PAGE 3.7 OF THE ADHESIVES BE MADE ON WET SOILS OR IF THERE IS A PROBABILITY OF PRECIPITATION WITHIN 48 HOURS OF ITS PROPOSED USE. "NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND (443) 909-7200 TOPSOIL MATERIALS MATERIAL SAFETY DATA SHEETS WILL BE PROVIDED TO ALL SEDIMENT CONTROL AUGUST 2005" AND AS FOLLOWS: APPLICATORS AND OTHERS WORKING WITH THE MATERIAL. „ 1. TOPSOIL SHALL HAVE AT LEAST 6 PERCENT BY WEIGHT OF FINE SEED MIXTURE VARIETY RATE IN LBS. RATE 12 O.C. AT TEXTURED STABLE ORGANIC MATERIAL, AND NO GREATER THAN 20 B. DRIVING AREAS - THESE AREAS UTILIZE WATER, POLYMER IN MIX #6 PER ACRES LBS SLOPE PERCENT. MUCK SOIL SHALL- NOT BE CONSIDERED TOPSOIL. EMULSIONS, C SURFACE BARRIERS O PREVENT DUST MOVEMENT FROM THE PER 3 MIN.TRAFFICHANGE 2. TOPSOIL SHALL HAVE NOT LESS THAN 20 PERCENT FINE TEXTURED SF MATERIAL (PASSING THE N0. 200 SIEVE) AND NOT MORE THAN 15 SPRINKLING - THE SITE MAY BE SPRAYED WITH WATER UNTIL THE CREEPING RED FESCUE ENSYLVA, PERCENT CLAY. SURFACE IS WET. THIS IS ESPECIALLY EFFECTIVE ON HAUL ROADS PENNLAWN, BOREAL 20 .45 AND ACCESS ROUTES. TALL FESCUE KY 31, REBEL 20 .45 3. TOPSOIL TREATED WITH SOIL STERILANTS OR HERBICIDES SHALL BE SO PERENNIAL RYEGRASS PENNFINE, LYNN 5 .10 IDENTIFIED TO THE PURCHASER. POLYMER ADDITIVES - THESE POLYMERS ARE MIXED WITH WATER AND BIRDSFOOT TREFOIL EMPIRE, PARDEE 10 .45 APPLIED TO THE DRIVING SURFACE BY A WATER TRUCK WITH A GRAVITY FEED DRIP BAR, SPRAY BAR OR AUTOMATED DISTRIBUTOR 4. TOPSOIL SHALL BE RELATIVEI-Y FREE OF STONES OVER 1 1/2 INCHES IN TRUCK. THE MIXING RATIOS AND APPLICATION RATES WILL BE IN DIAMETER, TRASH, NOXIOUS WEEDS SUCH AS NUT SEDGE AND ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. TIME OF SEEDING: PERMANENT SEEDINGS MAY BE MADE ANY TIME OF QUACKGRASS, AND WILL HAVE LESS THAN 10 PERCENT GRAVEL. YEAR IF PROPERLY MULCHED AND ADEQUATE MOISTURE IS PROVIDED. \� INCORPORATION OF THE EMULSION INTO THE SOIL WILL BE DONE TO THE APPROPRIATE DEPTH BASED ON EXPECTED TRAFFIC. LATE JUNE THROUGH EARLY AUGUST IS NOT A GOOD TIME TO SEED, BUT 5. TOPSOIL CONTAINING SOLUBLE SALTS GREATER THAN 500 PARTS PER COMPACTION AFTER INCORPORATION WILL BE BY VIBRATORY ROLLER MAY FACILITATE COVERING THE LAND WITHOUT ADDITIONAL DISTURBANCE MILLION SHALL NOT BE USED. TO A MINIMUM OF 957.. THE PREPARED SURFACE SHALL BE MOIST IF CONSTRUCTION IS COMPLETED. PORTIONS OF THE SEEDING MAY FAIL \ AND NO APPLICATION OF THE POLYMER WILL BE MADE IF THERE 15 A DUE TO DROUGHT AND HEAT. THESE AREAS MAY NEED RESEEDING IN ALL " APPLICATION AND GRADING PROBABILITY OF PRECIPITATION WITHIN 48 HOURS OF ITS PROPOSED LATE SUMMER/FALL OR THE FOLLOWING SPRING. 12 O.C. AT USE. MATERIAL SAFETY DATA SHEETS WILL BE PROVIDED TO ALL BOTTOM OF APPLICATORS WORKING WITH THE MATERIAL. PERMANENT SEEDING SHOULD OPTIMALLY BE UNDERTAKEN IN THE SPRING 1. TOPSOIL SHALL BE DISTRIBUTED TO A UNIFORM DEPTH OVER THE AREA. IT SHALL NOT BE PLACED WHEN IT IS PARTLY FROZEN, MUDDY, OR ON FROM MARCH THROUGH MAY, AND IN LATE SUMMER AND EARLY FALL SLOPE FROZEN SLOPES OR OVER ICE, SNOW, OR STANDING WATER PUDDLES. BARRIERS - WOVEN GEOTEXTILES CAN BE PLACED ON THE DRIVING FROM SEPTEMBER TO OCTOBER 15. DURING THE PEAK SUMMER MONTHS SURFACE TO EFFECTIVELY REDUCE DUST THROW AND PARTICLE AND IN THE FALL AFTER OCTOBER 15, WHEN SEEDING IS FOUND TO BE MIGRATION ON HAUL ROADS. STONE CAN ALSO BE USED FOR IMPRACTICABLE, AN APPROPRIATE TEMPORARY MULCH SHALL BE BOTTOM OF SLOPE TERMINATION 2. TOPSOIL PLACED AND GRADED ON SLOPES STEEPER THAN 5 PERCENT CONSTRUCTION ROADS FOR EFFECTIVE DUST CONTROL APPLIED. PERMANENT SEEDING MAY BE UNDERTAKEN DURING THE SHALL BE PROMPTLY FERTILIZED, SEEDED, MULCHED, AND STABILIZED BY SUMMER IF PLANS PROVIDE FOR ADEQUATE WATERING. TEMPORARY "TRACKING" WITH SUITABLE E=QUIPMENT. WINDBREAK - A SILT FENCE OR SIMILAR BARRIER CAN CONTROL AIR SEEDING WITH RYE CAN BE UTILIZED THROUGH NOVEMBER. CURRENTS AT INTERVALS EQUAL TO TEN TIMES THE BARRIER HEIGHT. 3. APPLY TOPSOIL IN THE FOLLOWING AMOUNTS: PRESERVE EXISTING WIND BARRIER VEGETATION AS MUCH AS METHOD OF SEEDING: BROADCASTING, DRILLING. CULTIPACK TYPE EROSION CONTROL MATTING BLANKET ANCHORING PRACTICAL. SEEDING, OR HYDROSEEDING ARE ACCEPTABLE METHODS. PROPER SOIL MINIMUM TOPSOIL SITE CONDITIONS INTENDED USE TO SEED CONTACT IS KEY TO SUCCESSFUL SEEDINGS. DEEP SAND OR LOAMY SAND MOWED LAWN 6 IN. ALL STORMWATER POLLUTION PREVENTION PLANS MUST CONTAIN THE ��o SCALE: N.T.S. TALL LEGUMES, UNMOWED 2 IN. NYS DEC ISSUED "CONDITIONS FOR USE" AND "APPLICATION MULCHING: MULCHING IS ESSENTIAL TO OBTAIN A UNIFORM STAND OF TALL GRASS, UNMOWED 1 IN. INSTRUCTIONS" FOR ANY POLYMERS USED ON THE SITE. THIS SEEDED PLANTS. OPTIMUM BENEFITS OF MULCHING NEW SEEDINGS ARE O =Staple Placement INFORMATION CAN BE OBTAINED FROM THE NYS DEC WEBSITE. OBTAINED WITH THE USE OF SMALL GRAIN STRAW APPLIED AT A RATE OF 2 TONS PER ACRE, AND ANCHORED WITH A NETTING OR TACKIFIER. CUrIGX Sediment LO DEEP SANDY LOAM MOWED LAWN 5 IN. MAINTENANCE SEE PAGE 3.30 OF THE "NEW YORK STANDARDS AND SPECIFICATIONS g TALL LEGUMES, UNMOWED 2 IN. FOR EROSION AND SEDIMENT CONTROL AUGUST 2005" FOR MULCH TALL GRASS, UNMOWED NONE MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS CHOICES AND REQUIREMENTS. UNTIL ALL DISTURBED AREAS ARE STABILIZED. SIX INCHES OR MOWED LAWN 4 IN. IRRIGATION: WATERING MAY BE ESSENTIAL TO ESTABLISH A NEW >`> " SEEDING WHEN A DROUGHT CONDITION OCCURS SHORTLY AFTER A NEW �\� > '` ` •�,, MORE SILT LOAM, TALL LEGUMES, UNMOWED 1 IN. SEEDING EMERGES. IRRIGATION IS A SPECIALIZED PRACTICE AND CARE LOAM, OR SILT TALL GRASS, UNMOWED 1 IN. MUST BE TAKEN NOT TO EXCEED THE APPLICATION RATE FOR THE SOIL ? OR SUBSOIL. WHEN DISCONNECTING IRRIGATION PIPE, BE SURE PIPES 1 „ ARE DRAINED IN A SAFE MANOR, NOT CREATING AN EROSION CONCERN. GRASS TYPES TO BE USED AT THE ENTRANCE AND ALONG THE ACCESS �'• '�" '' 'Y� `. ` DRIVE SEE SHEET C-1021x � / -PURPLE LOVEGRASS (ERAGROSTIS SPECTABILIS) Curlex Sediment La \y� g •SWITCHGRASS (PANICUM VIRGATUM) � Staple inserted *LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM) ;' ,. through netting only, Curlex Sediment Logs Adjoined F ' ,�`, SEED IMM % / -`•- II"'r>:.i .'.>.. not Curlex material SMIN_ EXISTING \ <a}><a>><<.>><..}a<<>a><r>><<>><<r>><<:r<.><>\ . . . . . . ... .. ><<ar<<<a>r<<<a>}<<.r,}<,<.>>< EDIATELYPAVEMEN ; > } > s< AFTER STOCKPWNG ,>> }:,• •` ,,fir y'J��`i�., :�� E' �J,"� �",�°•. ` .#< e <y< < < <4 < < e < < < < < < < < <><oe>e < < < < < < < < < < < < < e < < < . EXISTING-/ � 4 Z < T d FILTER MOUNTABLE GROUND CLOTH �.E BERM > OPTIO AL) \\ < Y LtO1 MIN. EXISTIN DOWNGRADE `�f,,;V°'tt7' •+��>�•CCC''yyXX• a° '�' °• <.y.:i^ s< << << << << e< z< <, << a< x< << c< aez< <t <<'<<°i <'e a><'<< <c z< < <c << z, i< << <c z< <s<< 'd< <z <s s<}e<'., ,�: (( ;�' ... r.}:x:.•. .c 'xY:. .�«'`�.':r.' < < . <'<'<'. . < <'.'<'<'<'<'.'< <'rS�l�.'.'.'.'<'.'.'< . . . < .'<'.'< . , . . LU GROUND EXISTING -�.. 12 IN. PAVEMENT 11 CURLEX SEDIMENT LOG STAPLE PATTERN PLM VIEW �o'MIN. CP-03 SCALE: N.T.S. No. Date Description CONSTRUCTION SPECIFICATIONS TEMPORARY TOPSOIL STOCKPILE 1. STONE SIZE - USE 2" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT Drawing Title: 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE 30 FOOT SCALE: N.T.S. MINIMUM LENGTH WOULD APPLY) 3. THICKNESS - NOT LESS THAN SIX (6) INCHES NOTES: MISCELLANEOUS 4. WIDTH - TWELVE (12) FOOT MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE 1. CONTRACTOR SHALL USE E-STAPLE IN CONJUNCTION WITH CURLEX SEDIMENT LOGS, CURLEX INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) IF SINGLE ENTRANCE TO SITE GENERAL SEQUENCE OF CONSTRUCTION: DURATION DETAILS 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE II AND RECYCLEX-TRM-V AS MANUFACTURED BY AMERICAN EXCELSIOR COMPANY OR 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION 1. INSTALL TRACKING PADS AND SILT/CONSTRUCTION FENCE 3 DAYS APPROVED EQUAL AND ACCORDING TO MANUFACTURERS INSTALLATION REQUIREMENTS. ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE 2. CONSTRUCT ACCESS DRIVEWAY AND INSTALL 1 WEEK 2. E-STAPLE SHALL BE 1" X 6", U-SHAPED, 11 GUAGE WIRE, OR 2" X 8", U-SHAPED, 8 BERM WITH 5:1 SLOPES WILL BE PERMITTED. PERMANENT PERIMETER EROSION CONTROL GAUGE WIRE. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT 3. CONSTRUCT SOLAR PANELS 8 WEEKS " Date: 09/03/15 TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, INSTALL POSTS AND RACKS 3. STAPLES SHALL BE INSTALLED 24 APART ON EACH SIDE OF THE CURLEX SEDIMENT LOG. DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED • EXCAVATE FOR UNDERGROUND WIRING CONDUIT AND INSTALL CONDUIT „ • CONSTRUCT CONCRETE PADS FOR ELECTRICAL EQUIPMENT THE TWO ROWS OF STAPLES SHALL BE STAGGERED BY 12 ALONG THE LENGTH OF THE Scale: AS SHOWN IMMEDIATELY INSTALL PANELS AND WIRING CURLEX SEDIMENT LOG. INSTALLATION OF ONE CURLEX SEDIMENT LOG SHALL INCLUDE ONE 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH STONE AND RUN WIRES FROM PANELS THROUGH CONDUITS STAPLE ON EACH END OF THE PRODUCT. ALL STAPLES SHALL BE FULLY INSERTED INTO Drawing Number: W WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. • CONNECT ELECTRICAL COMPONENTS TOGETHER 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 0 CONNECT TO SWITCHGEAR AND GRID THE SUBGRADE BELOW THE CURLEX SEDIMENT LOG AT 6" MAXIMUM DEPTH. ----- - --- - 6. STABIUZE GROUND UNDER PANELS AND ANY LANDSCAPE AREAS THAT HAVE 4. ADJOIN TWO CURLEX SEDIMENT LOGS BY PLACING STAPLES THROUGH THE NETTING OF BOTH CP-09 ERODED 2 DAYS SIDES OF THE PRODUCTS. 5. SEDIMENT LOGS AND ANCHORING SHALL NOT BE USED IN SWALE APPLICATIONS AND ONLY WHERE INDICATED ON THE EROSION AND SEDIMENT CONTROL PLAN. a 6. STAKES SHALL NOT BE USED. E C E � y ESheet Number: 12 of 12 8 STABILIZED TEMPORARY CONSTRUCTION ENTRANCE ESTIMATED START DATE: MAY 2015 SEP 18 2015 CP-03 SCALE: N.T.S. ---- Project Number: 2014034.02 ESTIMATED DURATION OF CONSTRUCTION: 13 WEEKS Southold Town Filename:O:\2014\BAB-2014034.02 WHITMAN-SOUTHOLD\CADD\CONTRACT PLANS\MISC TABLES AND DETAILS\2014034-02-PL-MSD-04.DWG Plot Date: 9/8/2015 11:30 AM Plotted By: ESCOBAR, FLOR I 4i11'y u ' d SOUTHOLD LANDFILL SOLAR ENERGY PRODUCTION SITE PRELIMINARY SITE PLAN FOR GROUND MOUNTED 101232 SYSTEM CONSISTING OF ( 3 � 456) 325 WATT MODULES COX LANE SOUTHOLD , NEW YO K SECTION 96 LOCK 1 LOT 17m5 N PROJECT LOCATION 4 D v SITE ENGINEER GPI .•, .. • de x e w,- -X. - }i y� , - Greenman-Pedersen, Inc. Engineering and Construction Services 325 West Main Street,Babylon,NY 11702 1� ` Tel:(631)587-5060 Fax:(631)422-3479 e PROJECT DEVELOPER • r w } Sun Edison simplifying solar ', •a, �:' �� , .. f (C),2010 SUN EDISON, LLC AND ITS " • % } AFFILIATES,ALL RIGHTS RESERVED 12500 BALTIMORE AVE. , z + BELTSVILLE, MD 20705 (443) 909-7200 1'-- * SEP 0 8 2015 T Southold Town Planning Board PREPARED BY: SOLAR ENGINEER —03-2("5 Y GREENMAN-PEDERSEN INC Date u WILLIAM BARRETT VICE PRESIDENT/DIRECTOR OF CIVIL ENGINEERING WHITMAN FOR PRELIMINARY SITE PLAN 7 PLEASANT HILL ROAD CRANBURY, NJ 08512 SUBMITTAL NOT FOR CONSTRUC T >r ,' .: ,�► TEL: (732) 390-5858 FAX: (732) 390-9496 FIE GENERAL NOTES GENERAL NOTES LANDFILL LINER NOTES CONSTRUCTION NOTES Greenman-Pedersen, Inc. 1. APPLICANT: Engineering and Construction Services SUNEDISON 19. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY, 1. PRIOR TO DISTURBING AREAS WITHIN WORK LIMITS, CONTRACTOR SHALL PERFORM A 1. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO ENSURE THAT THE PROPOSED SHEET LIST TABLE 325 West Main Street, Babylon, 11702 100 TWINBRIDGE DRIVE, SUITE J INCLUDING PROVISION OF ALL APPROPRIATE SAFETY VISUAL ASSESSMENT TO VERIFY POSITIVE SURFACE DRAINAGE FLOW INTO EXISTING CONSTRUCTION WORK ASSOCIATED WITH THE SOLAR PROJECT SHALL NOT IN ANY WAY DAMAGE Tel: (631)587-5060 Fax: (631))4 422-3479 PENNSAUKEN, NJ 08110 DEVICES AND WORKER TRAINING REQUIRED. PERIMETER DRAINAGE SWALES. THE IMPERMEABLE LAYER OF THE LANDFILL CAP, THE LANDFILL LINER, LEACHATE DWG. NO. SHEET TITLE SHEET NO. COLLECTION/CONVEYANCE PIPES, LANDFILL STORMWATER CONTROL STRUCTURES, LANDFILL COVER 1 2. THE APPLICANT PROPOSES TO CONSTRUCT A ±1.1232 MW 20. SOLAR PANEL LAYOUT, CONDUIT, AND INVERTER PAD 2. ANY EXISTING AREAS OF SETTLEMENT AND/OR BARE OF VEGETATIVE GROWTH WITHIN THE MONITORING WELLS, OR THE LANDFILL GAS COLLECTION SYSTEM. IF ANY DAMAGE OCCURS TO Project Title: (DC) PHOTOVOLTAIC RAISED GROUND MOUNTED SYSTEM LOCATIONS ARE SUBJECT TO CHANGE BASED ON FINAL WORK LIMITS SHALL BE FURTHER INSPECTED TO VERIFY V-6" MINIMUM COVER (0'-6" ANY OF THE ABOVE-LISTED LANDFILL COMPONENTS, THE CONTRACTOR SHALL NOTIFY SUN GN-01 GENERAL NOTES 2 CONSISTING OF APPROXIMATELY 3,456 FIXED TILT 325W SELECTION OF PANEL MANUFACTURER, INSTALLATIONMIN. OF TOPSOIL AND 12" MIN. OF BARRIER PROTECTION LAYER) ABOVE THE EXISTING EDISON IMMEDIATELY. A WRITTEN PLAN FOR REPAIR OF THE COMPONENTS SHALL BE SOUTHOLD LANDFILL SOLAR PANELS. CONTRACTOR, AND FINAL INTERCONNECTION AGREEMENT. CAP. CONTRACTOR SHALL INSTALL TOPSOIL TO AREAS THAT HAVE SETTLED TO MAINTAIN PREPARED AND ANY REPAIR WORK SHALL BE COMPLETED BY SUN EDISON.. MSP-01 TAX MAP AND ZONING MAP 3 SOLAR ENERGY THE FINAL NUMBER OF PANELS AND ENERGY OUTPUT MAY POSITIVE DRAINAGE FLOW. SEE TYPICAL CAPPING DETAIL. 3. THE PROPOSED USE IS NOT INTENDED FOR PERMANENT VARY DEPENDING UPON THE FINAL SELECTION OF PANEL 2. SUN EDISON WILL PROVIDE FULL-TIME ON-SITE MONITORING OF THE CONTRACTOR'S PRODUCTION SITE EMPLOYEE OCCUPANCY AND AS SUCH, SANITARY AND MANUFACTURER AND FIELD CONDITIONS. HOWEVER, THE 3. CONTRACTOR SHALL ACCESS WORK AREA LIMITS WHERE SHOWN ON PLANS AND WITHOUT CONSTRUCTION ACTIVITIES ON THE LANDFILL CAP. THE CONTRACTOR SHALL WORK ON THE CP-o1 GENERAL SITE PLAN 4 ---- POTABLE WATER UTILITIES WILL NOT BE REQUIRED. AREA LIMITS OF THE SOLAR PANEL ARRAY FIELD AS DISTURBING PERIMETER DRAINAGE SWALES. PERMANENT CONSTRUCTION ENTRANCE SHALL LANDFILL CAP ONLY WHEN THE MONITOR IS PRESENT. DEFINED BY THE PERIMETER FENCE LINE SHALL REMAIN BE INSTALLED AT DESIGNATED LOCATIONS. CP-02 GENERAL LAYOUT PLAN 5 4. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION FOR UNCHANGED. 3. VEHICLES OPERATING ON THE LANDFILL CAP SHALL ONLY OPERATE ON THE DESIGNATED THE SITE IMPROVEMENTS SHOWN HERON SHALL BE IN 4. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL DEVICES ACCESS ROADS. ONLY VEHICLES OR CONSTRUCTION EQUIPMENT WITH A DESIGN CONTACT CP-03 EROSION AND SEDIMENT 6 ACCORDANCE WITH: 21. REFUSE AND RECYCLABLES ARE NOT ANTICIPATED TO BE WHERE INDICATED ON PLANS. SILT FENCE SHALL NOT BE INSTALLED. GROUND PRESSURE OR TIRE INFLATION PRESSURE OF 10 POUNDS PER SQUARE INCH OR LESS CONTROL PLAN A. CURRENT PREVAILING MUNICIPAL AND/OR COUNTY GENERATED ON THIS SITE UPON OPERATION OF THE SOLAR SHALL OPERATE OFF THE PERMANENT OR TEMPORARY ACCESS ROADS. CONTRACTOR SHALL CP-04 UTILITY PLAN-1 7 SPECIFICATIONS, STANDARDS AND REQUIREMENTS. GENERATION FACILITY. 5. BIODEGRADABLE STAPLES/STAKES MUST BE USED WHEN INSTALLING EROSION AND LIMIT SITE ACCESS AND TRAFFIC TO ONLY WHAT IS REQUIRED TO COMPLETE CONSTRUCTION. SEDIMENT CONTROL DEVICES. BIODEGRADABLE STAPLES/STAKES SHALL PENETRATE CP-05 ALTERNATE UTILITY PLAN-2 8 � ' B. CURRENT PREVAILING UTILITY COMPANY 4. ALL OPERATORS OF VEHICLES ENTERING THE CAP AREA SHALL BE CLEARLY INSTRUCTED BY SPECIFICATIONS, STANDARDS AND REQUIREMENTS. 22. FOUNDATION DESIGN SHALL BE DEPENDENT ON EXISTING TOPSOIL AT 6" MAXIMUM WITHOUT DISTURBING EXISTING BARRIER PROTECTION THE CONTRACTOR OF THE REQUIREMENTS PRIOR TO ARRIVAL TO AVOID DAMAGE TO THE CP-06 MISCELLANEOUS DETAILS 9 WHITMAN RECOMMENDATIONS BY THE GEOTECHNICAL ENGINEER. LAYER AND CAP. LANDFILL CAP COMPONENTS.. 7 PLEASANT HILL ROAD B. ALL INFORMATION SHOWN MUST BE VERIFIED PRIOR TO USE CP-07 MISCELLANEOUS DETAILS 10 CRANBURY, NJ 08512 FOR CONSTRUCTION ACTIVITIES. 23. THESE GENERAL NOTES SHALL APPLY TO ALL SHEETS IN 6. TOPSOIL/SEEDING, TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL 5. CONSTRUCT THE TEMPORARY ACCESS ROAD FOR ON-HIGHWAY VEHICLE TRAVEL ON THE CAP. TEL: (732) 390-5858 THIS SET. MATS/BLANKETS SHALL BE INSTALLED PRIOR TO INSTALLATION OF PROPOSED SOLAR THE LOCATION OF THE PROPOSED TEMPORARY ACCESS ROAD IS SHOWN ON SHEET CP-02. CP-08 MISCELLANEOUS DETAILS 11 FAX: (732) 390-9496 9. PROPOSED SOLAR PANEL SUPPORT FRAMES TO BE MODULES. SEE EROSION CONTROL DETAILS AND NOTES. ALL OTHER TEMPORARY ROADS ARE PROHIBITED. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S 24. NO DETERMINATION HAS BEEN MADE AS TO THE ABSENCE CP-09 MISCELLANEOUS DETAILS 12 ND V SPECIFICATIONS AND STRUCTURAL REQUIREMENTS. OR PRESENCE OF WETLANDS. 6. WORK AEHICLE TRAVEL IN 10 SET-BACK ZONES IS PROHIBITED. PRIOR TO THE Sun Edison- simplifying OF CONSTRUCTION ACTIVITIES, ALL LANDFILL GAS VENTS, LANDFILL GAS "°"' simplifying solar 10. MODULES ARE ORIENTED AT 180' TRUE SOUTH. 25. EXISTING SOILS WILL BE UTILIZED FOR NEW GRADING PLAN. EXTRACTION WELLS, MONITORING WELLS AND OTHER EXISTING, AVOVE-GROUND STRUCTURES OF (C),2015 SUN EDISON,LLC AND ITS GENERAL EROSION AND SEDIMENT CONTROL NOTES THE LANDFILL CAP AND APPURTENANCES SHALL BE FLAGGED FOR VISIBILITY AND PROTECTIVE RESTORATION AREA SEED MIX AFFILIATES,ALL RIGHTS RESERVED 11. IN ACCORDANCE WITH NEW YORK STATE LAW, THE 26. FACILITY OWNER TO UTILIZE LIMITED HERBICIDE APPLICATION BARRIERS SHALL BE PLACED AROUND SUCH STRUCTURES AS NEEDED TO PREVENT DAMAGE BY 12500 BALTIMORE AVE. CONTRACTOR SHALL CONTACT NEW YORK'S ONE CALL ON INVASIVE PLANT SPECIES AND, IF FEASIBLE, UTILIZE 1. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE VEHICLES ACCESSING THE CAP AREA. FLAGGING AND PROTECTIVE BARRIERS SHALL BE PLACED BELTSVILLE, MD 20705 SYSTEM FOR A MARKOUT OF ALL UNDERGROUND UTILITIES PHYSICAL REMOVAL. WITH BEST MANAGEMENT PRACTICES MANUAL FOR EROSION AND SEDIMENT CONTROL BY CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. SCIENTIFIC COMMON AND THE STANDARDS R NEW 72 HOURS PRIOR TO COMMENCEMENT OF SITE CLEARING. CONSERVATION AND WILL BE INSTALSTATE LED INPROPER SEQUENCE AND MAINTAINED PERCENTAGE (443) 909-7200 MA NTAINED UNTIL 7. CONSTRUCT THE ARRAYS IN SECTIONS SO AS TO LIMIT THE AREAS OF THE CAP BEING NAME NAME CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL 27. FACILITY OWNER TO PROVIDE INSPECTION/MAINTENANCE OF PERMANENT STABILIZATION IS ESTABLISHED. DISTURBED AT ANY ONE TIMES AND TO MINIMIZE TIME BETWEEN EXCAVATION AND CONCRETE Lolium erenne Perennial R e rass 10% PERMITS AND FEES. IN ADDITION, THE CONTRACTOR WILL NEWLY DISTURBED AREAS FOR ONE YEAR TO ALLOW FOR PLACEMENT. p y g BE REQUIRED TO OBTAIN THE SERVICES OF A PRIVATE PLANT SURVIVAL AND/OR REPLACEMENT IF REQUIRED. 2. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND CONTROL OF ALL WIND Little Bluestein UTILITY LOCATION FIRM TO LOCATE AND MARKOUT/VERIFY BLOWN SOILS AND CONTAMINATION OF ANY DIRT AND WATER. 8, STABILIZE AND/OR REPAIR ANY LANDFILL SURFACE DAMAGE CAUSED BY CONSTRUCTION Schizachyrium » ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF 28. THE SITE IS SITUATED IN THE FOLLOWING DISTRICTS: IMMEDIATELY AND AS DIRECTED BY THE ENGINEER. Wildcat or sco20% ANY EXCAVATION. 3. TIMELY MAINTENANCE OF SEDIMENT CONTROL STRUCTURES IS THE RESPONSIBILITY OF parium "Heritage" SCHOOL: SOUTHOLD UFSD THE CONTRACTOR. ALL STRUCTURES SHALL BE MAINTAINED IN GOOD WORKING ORDER 9. DO NOT USE GRADE STAKES AND OTHER MARKING DEVICES THAT COULD PUNCTURE THE 12. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL FIRE: SOUTHOLD WATER RECHARGE OVERLAY DISTRICT AT ALL TIMES. THE SEDIMENT LEVEL IN ALL SEDIMENT TRAPS SHALL BE CLOSELY BARRIER LAYER. Festuca Tall Fescue 20% EXISTING CONDITIONS INCLUDING UTILITIES. ALL MONITORED AND SEDIMENT REMOVED PROMPTLY WHEN MAXIMUM LEVELS ARE REACHED arundinacea DISCREPANCIES SHALL BE IDENTIFIED TO THE PROJECT 29. THE SITE IS NOT SITUATED IN THE FOLLOWING DISTRICTS: OR AS ORDERED BY THE OWNER OR OWNERS REPRESENTATIVE. ALL SEDIMENT 10. NO EXCAVATION WILL BE MADE IN EXCESS OF 6" ON THE CAP. CONTROL STRUCTURES SHALL BE INSPECTED ON A REGULAR BASIS AND AFTER EACH Festuca spp. Fine Fescue 20% ENGINEER IN WRITING. HARBOR PROTECTION OVERLAY DISTRICT HEAVY RAIN TO INSURE PROPER OPERATION AS DESIGNED. AN INSPECTION SCHEDULE 11. DO NOT STOCKPILE EQUIPMENT OR MATERIALS ON THE GRASS COVERED LANDFILL CAP. Trifolium re ens White Dutch Clover 10% COASTAL EROSION HAZARD ZONE SHALL BE SE FORTH PRIOR TO THE START OF CONSTRUCTION. �I rep ens ALL SITE IMPROVEMENTS OUTSIDE THE PROJECT LIMIT ARE EQUIPMENT AND MATERIAL SHALL BE STORED AT AN OFF-LANDFILL SITE APPROVED BY THE TO BE PROTECTED. IF DAMAGED, THEY ARE TO BE 4. THE LOCATIONS AND THE INSTALLATION TIMES OF THE SEDIMENT STANDARDS SHALL BE ENGINEER. Danthonia spicata Poverty Oats 10% REPLACED BY THE CONTRACTOR AT NO COST TO OWNER. AS ORDERED BY THE ENGINEER, OWNER OR OWNER'S REPRESENTATIVE, IN ACCORDANCE 12. THE BALLAST BLOCKS WHETHER CAST-IN-PLACE OR PRECAST SHALL BE PLACED ON A Eragrostis THESE SHALL INCLUDE BUT NOT BE LIMITED TO SIDEWALKS, WITH THE STANDARDS SET FORTH IN THE SITE PLANSGRAVEL LEVELING BASE. EXCAVATION OF THE GRASS BENEATH THE LEVELING BASE IS NOT s ectabilis Purple Love Grass 10% CURB, LANDSCAPING, LAWN AREAS TREES, FENCES, ETC. ANTICIPATED. A NARROW TRENCH EXCAVATION FOR THE CONCRETE FORMS IF CAST-IN-PLACE p 5. ALL TOPSOIL NOT TO BE USED FOR FINAL GRADING SHALL BE PLACED IN A STABILIZED BALLAST BLOCKS ARE USED IS PERMITTED. THE SOIL FROM THE TRENCH SHALL BE 14. THERE IS NO PROPOSED LIGHTING PLAN ASSOCIATED WITH STOCKPILE OR FILL AREA. STOCKPILED TOPSOIL SHALL BE TEMPORARILY SEEDED OR STOCKPILED AT THE BALLAST BLOCK LOCATION AND COVERED IF INCLEMENT WEATHER IS THIS PROJECT. MULCHED WITHIN 14 DAYS. FORECAST. THE SOIL SHALL BE USED TO BACKFILL THE FORMS TRENCH. ANY EXCESS SOIL 15. UTILITY RELOCATIONS SHOWN HEREON, IF ANY, ARE FOR 6. STOCKPILES ARE NOT TO BE LOCATED WITHIN 50' OF A FLOOD PLAIN, SLOPE, SHALL BE REMOVED. INFORMATIONAL PURPOSES ONLY AND MAY NOT REPRESENT ROADWAY, OR DRAINAGE FACILITY. THE BASE OF ALL STOCKPILES SHOULD BE 13. SOIL EXCAVATED FROM THE CONDUIT TRENCH SHALL BE STOCK PILED IMMEDIATELY UP-HILL ALL REQUIRED UTILITY RELOCATIONS. THE CONTRACTOR CONTAINED BY A HAY BALE BARRIER OR SILT FENCE. FROM THE TRENCH. THE STOCKPILES SHALL BE COVERED IF INCLEMENT WEATHER IS IS RESPONSIBLE FOR PERFORMING AND/OR COORDINATING FORECAST. THE TRENCH WILL BE BACKFILLED AS SOON AS PRACTICAL AND THE BARE SOIL ALL REQUIRED UTILITY RELOCATIONS IN COOPERATION WITH 7. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN TWO WEEKS (14 SURFACE SEEDED AND MULCHED. ANY EXCESS SOIL SHALL BE REMOVED. THE RESPECTIVE UTILITY COMPANY/AUTHORITIES. DAYS) AND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A TEMPORARY SEEDING AND MULCHING. IF THE SEASON PROHIBITS TEMPORARY SEEDING, 14. REMOVE ALL EXCESS EXCAVATED SOIL IMMEDIATELY UPON EXCAVATION. DO NOT STOCKPILE 16. DO NOT SCALE DRAWINGS AS THEY PERTAIN TO ADJACENT THE DISTURBED AREA WILL BE MULCHED WITH SALT HAY OR EQUIVALENT AND BOUND ON THE LANDFILL CAP. STOCKPILE EXCAVATED SOIL OFF THE LANDFILL AND INSTALL AND SURROUNDING PHYSICAL CONDITIONS, BUILDINGS, IN ACCORDANCE WITH THE NY STANDARDS (I.E. PEG AND TWINE, MULCH NETTING, APPROPRIATE EROSION CONTROL MEASURES AS DIRECTED BY THE ENGINEER. STRUCTURES, ETC. THEY ARE SCHEMATIC ONLY, EXCEPT LIQUID MULCH BINDERS. 15. USE SPECIAL CAUTION IN EXCAVATING OR WORKING NEAR THE LANDFILL GAS EXTRACTION AND WHERE DIMENSIONS ARE SHOWN THERETO. 8. STABILIZATION SPECIFICATIONS AS PER TABLE 3.7 OF NEW YORK STANDARDS AND VENTING SYSTEMS, WELL, COLLECTION LINES, ETC. 17. THIS SET OF PLANS HAS BEEN PREPARED FOR THE SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. PURPOSES OF MUNICIPAL AND AGENCY REVIEW AND 16. CAST THE FOUNDATION PADS IN PLACE BY PUMPING CONCRETE FROM THE SERVICE OR APPROVAL. THIS SET OF PLANS SHALL NOT BE UTILIZED 9. THE SITE AT ALL TIMES SHALL BE GRADED AND MAINTAINED SUCH THAT ALL TEMPORARY ROADS. RACK FOOTING MAY BE CAS-IN PLACE OR PRECAST. AS CONSTRUCTION DOCUMENTS UNTIL ALL APPROVALS STORMWAl1=R RUNOFF IS DIVERTED TO SOIL AND SEDIMENT CONTROL FACILITIES. 17. IF REQUIRED BY SUN EDISON, THE CONTRACTOR SHALL SUBMIT A COLD-WEATHER CONCRETING REQUIRED HAVE BEEN OBTAINED, ALL CONDITIONS OF 10. MAXIMUM SIDE SLOPES OF ALL EXPOSED SURFACES SHALL NOT EXCEED 3:1 UNLESS PLAN SPECIFICALLY FOR THE INSTALLATION OF THE CONCRETE FOOTINGS AND PADS. THE APPROVAL HAVE BEEN SATISFIED AND THE DRAWINGS OTHERWISE APPROVED BY THE ARCHITECT. PLAN SHALL BE PREPARED IN GENERAL ACCORDANCE WITH ACI 306R TO GUIDE TO COLD HAVE BEEN STAMPED "ISSUED FOR CONSTRUCTION". THIS WEATHER CONCRETING, OR OTHER EQUIVALENT INDUSTRIAL STANDARD. THE PLAN SHALL BE SHALL INCLUDE APPROVAL OF ALL CATALOG CUTS, SHOP 11. DUST SHALL BE CONTROLLED VIA THE APPLICATION OF WATER OR CALCIUM CHLORIDE. SUBMITTED TO SUN EDISON FOR APPROVAL AT LEAST TWO WEEKS PRIOR TO START OF DRAWINGS, AND/OR DESIGN CALCULATIONS AS REQUIRED CONSTRUCTION. BY THE PROJECT OWNER AND/OR MUNICIPAL ENGINEER. 12. ALL SOIL WASHED, DROPPED, SPILLED OR TRACKED OUTSIDE THE LIMIT OF DISTURBANCE OR ONTO PUBLIC RIGHTS-OF-WAY, WILL BE REMOVED IMMEDIATELY. m 18. EXISTING UTILITY INFORMATION SHOWN HEREON HAS BEEN PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES DURING THE COURSE OF THE COLLECTED FROM VARIOUS SOURCES AND IS NOT PROJECT. GUARANTEED AS TO ACCURACY OR COMPLETENESS. THE 13. PROTECT CATCH BASIN INLETS WITH AN INLET PROTECTION DEVICE. = CONTRACTOR SHALL VERIFY ALL INFORMATION TO HIS U SATISFACTION PRIOR TO EXCAVATION. WHERE EXISTING UTILITIES ARE TO BE CROSSED BY PROPOSED 14. STORM DRAINAGE OUTLETS WILL BE STABILIZED, AS REQ'D, BEFORE DISCHARGE POINTS CONSTRUCTIONS, TEST PITS SHALL BE HAND DUG BY THE BECOME OPERATIONAL. No. Date Description CONTRACTOR PRIOR TO CONSTRUCTION TO ASCERTAIN 15. ALL PROPOSED DRAINAGE CATCH BASINS SHALL BE INSTALLED TO FINISH GRADE, Drawing Title: EXISTING INVERTS, MATERIALS, AND SIZES. TEST PIT SURROUNDED WITH STONE COLLAR AND SURROUNDED WITH DRAINAGE INLET INFORMATION SHALL BE GIVEN TO THE ENGINEER PRIOR TO PROTECTION TEMPORARY SILT FENCE. CONSTRUCTION TO PERMIT ADJUSTMENTS AS REQUIRED TO AVOID UNDER CONFLICTS. PROFESSIONALIMMEDIATELY IFANY FIELD TCONTRACTOR NOTIFY SHALL 16. ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT CONTROL DEVICE. GENERAL NOTES CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HEREON. SUCH CONDITIONS COULD 17. TREES TO REMAIN AFTER CONSTRUCTION ARE TO BE PROTECTED WITH A SUITABLE RENDER THE DESIGNS HEREON INAPPROPRIATE OR FENCE INSTALLED AT THE DRIP LINE OR BEYOND. INEFFECTIVE. 18. SEDIMENT AND EROSION CONTROL STRUCTURES SHALL BE REMOVED AND AREA STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED BY Date: 09/03/15 PERMANENT MEASURES. Scale: NTS D Drawing Number: Lu LL SEP 0 8 2015 5.: Southold Town GN-01 m Planning Boar z Q Sheet Number: 2 of 12 m 0 ---- Project Number: 2014034.02 Filename:0:\2014\BAB-2014034.02 WH ITMAN-SO UTH 0 LD\CADD\CO NTRACT PLAN S\G ENE RAL PLANS\2014034-02-PL-GEN.DWG Plot Date: 9/3/2015 10:39 AM Plotted By: ESCOBAR, FLOR GPI Greenman-Pedersen, • -- _ • . - - Town of - , Babylon, NY 11702 Southold Tax Map Inquiry • - 1.1 -- - �H/�gnd01111111/ t '�?• =.., °;�s... �: ..;, e ,. _ �I���'!' a ; I II III�6,.,��� � !� 't�•afi',►':'�t'= �, .i r►�\\\\\\�`\�`.!;\\\ ■■ Fax: (1,631)422-3479 . 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I'�I�� Edison simplifying solar . ;. ■1. ■• �/ �,- • ♦ ' � . / Ir., �,.�-�j�O., • ♦�'' ♦ ♦ ♦ x•11:.• -�' r••�� �..Uu•II/ i �� IJ �1 .�'. ... � r .. i� ,.�� �. , Ifh� � ;,-r'I/ ��ii •::r•.•.,�♦;■►♦ ♦ 1♦ ��I' '.e;?riii� �«'�Ilr: -�� lblei I�il \`b '� �,.. ■ 1 // / i : ■I/Ur• • IL 'II�Il,�Or� / `�f // ....•�� •� (C).2015 SUN EDISON,LLC AND ITS ♦'1•♦ . _ �h, ` � /u! - �♦ X11 r '■��_� :: Rl��l�fll IIII f'I lllll'i= /j/�►'a�l� .`�.1 _ - - 1� _ ' '•�- :: '= 1�I���1� !I �I 'I �.: .I{� !' 1 %1' /�l/Nl,a��►Its `\II%u�l��/ ` AFFILIATES,ALL RIGHTS RESERVED Dp! - 1 1I / i 1 I r'n='+ ••• _+q.►i' II'-'► rr .• 111/ I. . ;b.. -� i t. ,. �'-ci 'C O���`li:'�'11�I 111% �1��`lbr•.l••/!1!�. .' `' . �f .r�I .�.•n• �-.. �+�/ �� + 1 1 1 -�-���� •• 1 ... . .:. 1'I►fir Ir dl ���,,•.J,.4 ' ,,• � � hd : \` dun•%i . •� • � � �I'���'� �.••'I 111.1-1 r �//111•Ftulll� 1 1 • • 11 ■O/ • � "� ► •Ill Il lii' f I �I �� t ,' 1 1'14'' :!♦� Ir •' r nor �I� `� Ji ;,s.;J.� �r�►% BELTSVILLE, MID 20705 • .. . 1 11 iil]'►Ilil4_1 lf,ll ; . ,� •.�:�r1•� , '%,;'• ������\.,`./ I/ . • -72005 11 .. • ,, .... .. 1.. ��r�',�� �\ �L�!1 111�•��� \// /I�■+ OMNI E /` i. ♦� S 1 1 I I 1 i l l =• 1 1 1 ' I I I • r III ' c • • 1 111 . 1 : • : . • . 11 11 - • � - � 11 11 . .. - Description NO Drawing TAX MAP AND ZONING MAP 404 3/15 . . • ■ ' .. 1. 1 J•. 1 !Ul A Scale: NTS i ECEIUEDrawing Number: / line III , SheetMSP-01 • of Project Number: 1 • 1 1 PROJECT DATA TOWN OF SOUTHOLD STANDARD NOTES: GPR PROPOSED SITE ENTRANCE 6155 COX LANE, SITE ADDRESS 1. METES AND BOUNDS ARE FROM A SURVEY PREPARED BY KELLER AND CUTCHOGUE, NY 11935 KIRKPATRICK, INC. ON 5-14-2015. Greenman-Pedersen, Inc. Engineering and Construction Services TOWN OF SOUTHOLD SOLID 2. TOWN OF SOUTHOLD ENGINEERING DIVISION SHALL BE NOTIFIED 24 HOURS 325 West Main Street, Babylon, NY 11702 Tel: (631)587-5060 Fax: (631)422-3479 REPUTED WASTE MANAGEMENT PRIOR TO COMMENCEMENT OF PAVING OR CONCRETE WORK. ` OWN ER 6155 COX LAN E, 3. CONTACT TOWN OF SOUTHOLD ENGINEERING MINIMUM 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY LAND Project Title. - - , CONSTRUCTION ACTIVITY � S LL TAX MAP1000-96-1-17.5 OUTHOLD LANDFILL FOR EROSION AND SEDIMENT CONTROL INSPECTION. EXISTING ROAD TO BE USEDSOLAR ENERGY FOR SITE ACCESS (TYP.) `°f °' " i ;' ! __ . 1 �' SETBACK - ` � � PARCEL AREA 61.19 ACRES 4. ALL ENGINEERING WORK TO BE PERFORMED TO THE LATEST PLANNING PRODUCTION SITE ZONE LIGHT I N DUSTRIAL BOARD SPECIFICATIONS AND REQUIREMENTS. ---- I WASTE HAN DLI NG AND 5. ALL UTILITIES SHALL BE BURIED UNDERGROUND, PER PLANNING BOARD USEIN MANAGEMENT SPECIFICATIONS. . i X _ 6. L BE CLEANED OF SILT AND ALL DRAINAGE STRUCTURES AND PIPE SHALL OUTSIDE THE SPECIAL FLOOD DEBRIS AFTER CONSTRUCTION IS COMPLETE. FLOODZONE E 7. ALL CONCRETE MATERIALS TO BE MINIMUM 4,000 PSI. 84.-1-26.3 ; + HAZARD AREA WHITMAN 1 . 4' 8. AREAS EXPOSED BY SITE PREPARATION SHALL BE PROTECTED DURING SITE 7 PLEASANT HILL ROAD FEMA FI RM PAN EL 36103CO144H CRANBURY, NJ 08512 CONSTRUCTION WITH HAY BALES, SEDIMENT LOGS, EROSION CONTROL TEL: (732) 390-5858 �, : ,; ' ALTERNATE ELECTRIC FAX: 732) 390-9496 ` 84.-1-32.1 - INTERCONNECTION ROUTE MATTING, TEMPORARY VEGETATION, OR MULCHING TO MEET THE 84.-3-3 84.-3-4 _ >eY '\q;yr' , `° �`° IF REQUIRED BY THE UTILITY ADJACENT PROPERTY OWNERS TO THE PROPOSED SOLAR FACILITY ' �• REQUIREMENTS OF THE NYSDEC EROSION CONTROL MANUAL AND AS � •\,(, �; '. ATT : : Sun Edison- _J OWN OF SOUTHOLD MUNICIPAL WASTE AREA J'- °- ', I SPECIFIED ON SITE PLANS. simplifying solar TAX MAP # ADDRESS OWN ER PLS" 9. ALL ADJACENT ROADWAYS MUST BE SWEPT CLEAN OF CONSTRUCTION AFFILIATES,ALL RIGHTS RESERVED cc>,2015 SUN EDISON,LLC AND ITS PL` PL 84-3-3____-.--- 7505 COX LANE BAYBERRY ENTERPRISES \ SEDIMENTS AND WASTE AT THE END OF EACH DAY. 12500 BALTIMORE AVE. ;..•.,, 84-3-4 6965 COX LANE THREE BROTHERS REALTY BELTSVILLE, MD 20 70596-1-20.1 hnu P L (443) 909 ADDITIONAL -7200 NOTES:84-1-32.1 6245 COX LANE CORAZZINI REALTY CO< 372 J ERICHO CORP C/O LEWIS 1. LOCATION OF PROPOSED UTILITY SERVICES SHOWN ARE APPROXIMATE AND 96.-1-19.1 _ MUST BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR WITH THE UTI• . ., ; 841-26.3 22355 CR 48 AND MURPHY REALTY _ _ ZONE: L1GHTv_ INDUSTRIA'I^ '`�,,, r" ��"�`�,.,�' <A' `-� ;, 27A North LLC C/O CHRIS COMPANIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. IF DISCREPANCIES TOTAL LOT AREA: 61 .19 ACRES -f ;i 96-1-20.1 22155 CR 48 MOHR LANDSCAPING EXIST, NOTIFY THE ENGINEER IMMEDIATELY IN WRITING. }``(` =i`i {7` 2. WORK WITHIN THE R.O.W. OF CHURCH LANE OR COX LANE (ALTERNATE PROPOSED PROJECT AREA: 5.32 ACRES96-1-19.1 21855 CR 48 ARTHUR V JUNGE .r ;z} ;ss -<1-18.3 ` dh ""' c:cn�;,;,J,N ,4l � X R } r 1; r`,7i7�Y'�4�. SOLAR FIELD: 3 456 PANELS (1 .123'2 MW 1 i }:,,:,:,e �;� \ r, ; : n�; ;;; 96-1-18.3 21775 CR 48 JENNIE L. TAYLOR ROUTE) SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE Ff,•rir ,•, ', ' .0✓-,c{;.r e.:t,1..,,; ` \` ,C �DC 781 KW (AC)) APPROXIMATE LIMIT OF � 96-1-18.2 21755 CR 48 ROBERT TAYLOR REQUIREMENTS OF THE TOWN OF SOUTHOLD. � , r 96.-1-18.2 I, EXISTING CAP .............. { 3. R.O.W. WHICH ARE REMOVED DURING ) �++ 96-1-16 485 CHURCH LANE FRANCES L WILSON ANY STRIPING/PAVEMENT MARKINGS IN R 0 W , 1 i : ., , , - SITE CONSTRUCTION SHALL BE REPLACED IN KIND. ,,, , PROPOSED INVERTER LOCATION _ �. ".•. `.i� . 1 . , ;i � 96 1 15 635 CHURCH LANE JEANETTE STEWARD l `�` ' (SEEfi !' 1 ' ^ i�. ! !: - ;% �" . ; 96-1-14 735 CHURCH LANE VIOLA CROSS 4. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT DWG. CP-07) °k , � g96-1-13.1 21405 CR 48 FIRST BAPTIST CHURCH PEDESTRIANS AND VEHICULAR TRAFFIC DURING REMOVAL ACTIVITIES. ANY 4 . ,._."y r..•:"i r. ,; § \ ) tl I ♦" R 1 '".; 'H \ - {'-`•"JF i i:,....l.y.b_I.....-� §--`, v 1 I 'i APPROXIMATE LIMIT OF A -' -- 96-1-12 21225 CR 48 ANGELO STEPNOSKI TRAFFIC CONTROL, ACCESS, SAFETY PROVISIONS WITHIN THE R.O.W. AND EXISTING WASTE I ;I �,. _ - - -" ACCESS ROUTES (E.G. SIDEWALK, PAVEMENTHALL BE THE x t ` 1 ;; �_4..2f3' SETBACK --_'.._.....- _ - , r'- ,..;:;..; :, ,,,., : 96 1-7 21125 CR 48 VICTORIA KEELEY CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE 96.-1-15 96.-1-14 ` 96-1-6 50 TUTHILL LANE KELLY KRUDOP APPROPRIATENESS OF REMOVAL ACTIVITIES AND PROVIDE TEMPORARY ` I : 70 TUTHILL LANE ROBERT KRUDOP MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL , 1 -� - 96-1-9 250 TUTHILL LANE KELLY KRUDOP PERMANENT COMPONENTS / REPLACEMENTS CAN BE INSTALLED. �^_ / �, ' �'• ' ` i'`'ce EXISTING UTILITY POLE 96-1-3 305 TUTHILL LAN E ALPHEN IC MARTIN 5. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE { �. , �� � I' I '' •, ' � �� °� NORTH ARRAY: 1,728 MODULES ��' � \` . i - - 4i96.-l-11.196 1 4.1 20905 CR 48 MICHAEL INNAMORATO SAFETY OF ITS EMPLOYEES, THE GENERAL PUBLIC, STRUCTURES TO REMAIN, PROPOSED WORK _: .......... "'- -::_.._ : -!` ; PROPOSED ELECTRIC 95-2-1.1 175 COMMERCE DRIVE MFT LLC CO TIMOTHY KAYEL ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION < < �:: _ , AREA ACCESS POINT ---- - '"" - - - - INTERCONNECTION ROUTE _ _ --- _ - _._._. - 96.-l-12 1-110750 OREGON ROAD F BRI E AND SONS LLC AND REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL STATE COUNTY "._. 6.-1-12AND LOCAL CODES AND REGULATIONS. THE OWNER AND ENGINEER ASSUME APPROXIMATE LIMIT ' 83.-3-6.1 OF PROPOSED WORK/ 96.-l-12 NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS & SOUTH ARRAY: 1,728 MODULES , t DISTURBED AREA 96.-1-12 PROCEDURES IN CONNECTION WITH THE WORK. ti RIrARYj ii 5E7E3ACK ' 6. 2 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE - ? R SPECIFICATIONS OF THE LOCAL AUTHORITIES REGARDING MATERIALS AND o - _..... - -- ED w FOR SITE ACCESS TYP. W ..�u _. . ( ) INSTALLATION OF PROPOSED WORK, FOR OBTAINING THE REQUIRED PERMITS, -.... _ .... _... >I 1 _ _-...__...._ u ..-==` - - CONSTRUCTION INSPECTION ACCORDING TO GOVERNING h'..e'8 - wa 95 2 1.1 .�. ,. , _.._.. . ,._�_-�..,-... __- ���.:':= ._ I Date Description 56''.hc. ,,.,;<, _� :\'\ _. . - ._.. " . _.. BUILDING CODES. f. .....- -^- ...... ;;, 'i 7. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR MEANS AND METHODS. Drawing Title: - -- Y 1 �' t..w..ri f t,•i fli �:r'efA' ._..�..._,._r.. ._-__,.., / 1.:J 4 ::(..\ __._.........n,. ._.. - _ --- REFERENCES: REEERENCES: GENERAL SITE PLAN THIS PLAN REFERENCES: BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY: Date: 09/03/15 KELLER & KIRKPATRICK 301 GIBRALTAR DRIVE Scale: 1"=150' MORRIS PLAINS, NJ 07950 W DATED: 5-14-2015 E C E Q Drawing Number: W SOLAR ARRAY LAYOUT PLANS SEP 0 8 2015 CP-0 PREPARED BY: 1 WHITMAN Z Planning Board 3 7 PLEASANT HILL ROAD CRANBURY NJ 08512 Sheet Number: 4 of 12 DATED: 6-04-2015 ---- Project Number: 2014034.02 Filename:0:\2014\BAB-2014034.02 WHITMAN-SOUTHOLD\CADD\CONTRACT PLANS\GENERAL PLANS\2014034_02_CS_GP.DWG Plot Date: 9/8/2015 11:25 AM Plotted By: ESCOBAR, FLOR P, V_ Greenman-Pedersen Inc. Engineering and Construction Services J" A A, APPROXIMATE LIMIT 325 West Main Street, Babylon, NY 11702 -A OF V V, Tel: (631)587-5060 Fax: (631)422-3479 EXISTING CAP (TYP.) 0 P--, J F, Project Title: APPROXIMATE LIMIT OF SOUTHOLD LANDFILL 1 -7 O,�7 PROPOSED _-)7 EXISTING WASTE (TYP.) SOLAR ENERGY CONCRETE PRODUCTION SITE .......... BARRIERS (TYP.) I v v PROPOSED WORK AREA ACC (.j K_i<) I ESS POINT (TYP.) x-17. ------ .... INSTALL STABILIZED TEMPORARYr. CONSTRUCTION ENTRANCE (TYP.) x 41). .... . ............... % ILI '60 V, T tb 55EXISTING SWALE \% 13 ;P�,�win imi n-iimI Ift Wo w" 64 ........... ----------- ------- .55- SOLAR ARRAY LIMIT LINE (TYP.) q, WHITMAN ------------ ---------------- 7 PLEASANT HILL ROAD am I i , I I � i- ?3 CRANDURY, NJ 08512 0 C. ........ TEL (732) 390-5858 ......... ------------- -595.�09 PROPOSED INVERTER 317 FAX: (732) 390-9496 -------------- E 1398148.02 N�. 3117570�p, ................ & TRANSFORMER f .. ........... ......... E 1398190,89%\ ------- ............ SEE DWG. NO. CP-07 N 317643.61 IN 317619.35 ----- EXISTING CHAIN ---------_- Sun Edison- ........... V_J E 1398007.70 E 1398029-lZ- simplifying solar ----------_------------- LINK FENCE (TYP.) (C),2015 SUN EDISON,LLC AND ITS .......... ------------ AFFILIATES,ALL RIGHTS RESERVED ------------- -------------- -------....... N 31.7546. 7 ,7546. , PROPOSED 12500 BALTIMORE AVE. cod E 1398210.70 BERM (SEE BELTSVILLE, MD 20705 n1b • PRESERVE AND ENLARGED PLAN) (443) 909-7200 -------................. N 317522.31 'A PROTECT EXISTING E' 1398198.82 ........ GAS VENTS (TYPICAL) ------- -- ---------- ........... N 31749a."95, W REMOVE EXISTING z E 1398195.21 SHRUBS/VEGETATION (TYP.) 6&7 PROPOSED CONCRETE 0�0\ IVA NORTH ARRAY. 1,728 SOLAR MODULES (SM) ENCASEMENT P-08 E�,STING CONCRETE TOPSOIL AND SEED r, 3 BIL CKS (TYP.) DISTURBED AREA (TYP.) N 617473.79 , 06 MAINTAIN 12.0' MIN. E 1398173.0f CLEARANCE (TYP.) 20' SIDE N' 317449.53 .......... ---------- I I E 1398163.9a YARD V, SETBACK 317360.19 .. ........... N 317384.45 E 1398000-.08 C4 E 1397982.82 C4 C4 N 3117335�0- N 317303' C04 EXISTING IN 317408.71 C-4 LIMIT OF PROPOSED WORK/ N 317457.23 E 1397949.37 f 139M36.60 E 139811�.80 SWALE 4 31727" PRESERVE AND E 1397817.48 9.71 DISTURBED AREA N 317481.49 PROTECT EXISTING E 1398123.63 E W-31 .97 1397786.25 7432 ............ GAS VENTS (TYP.) E 1397829.03., % N 317255.45 ------------- E 1398132.45, 31171,31.19 DISTURBED AREA (TYP.) _�TOPSOIL AND 'SEED ...... ........., ................. CP-06 E 113981 ,41.2 YO / REMOVE EXISTING SHRUBS/VEGETATION (TYP.) 6&7 SOUTH ARRAY: 1,728 SOLAR MODULES (SM) 8 628' --_-__ ............ N "J, ------------------ , cod` 90 !7 ------------ C-4 1�206. 131 9 226 ......... C;41 I • I : 139813 C 10 • EXISTING SWALE N 7am "m N=wm em on am =,m 1�. .......... I \,no ........... . ...... wo ... ... m" ..... ........... ............ ........ . ------- N 317182 70 REARYAFD SETBACK .671 n w1%LI"rIn%IN " L�.W, 1398115.8f -- ----V .......... PRESERVEAND ............----- wo ....MW ........... = oNm a ............... ................. ................ fit ......... CD .......................) EXISTING CHAIN LINK FENCE (TYP.) PROTECT EXISTING ....................... ...... .......... ------ .......... ........................ ...................... .................... .......... GAS VENTS (TYPICAL) /f No. Date Description 7 .,\ ....... ------- .............. . ...... EXISTING SWALE --------- ------. ---- Drawing Title: ................................ 45 Mw� 7, ld PROPOSED WORK AREA z GENERAL LAYOUT 10 O.C. PROPOSED ACCESS POINT (TYP.) INVERTER INSTALL STABILIZED TEMPORARY 6' TALL PLAN ----------- _ -------------- ARBORIVITAE ....... CONSTRUCTION ENTRANCE (TYP.) ....... LIMIT OF PROPOSED WORK/ 'EMERALD GREEN' ........... ............... ............................ DISTURBED AREA ................... .......... ....................... .......... ...................... ...... -------- - ........ EXIST.ST. (71" ............ ---------- Date: 09/03115 SHRUB 30 y 3C,5 • Scale: 1"=50' PROPOSED 12" HIGH BERM 2 2 EXIST. EXIST. ------- 1 ON 3 SLOPE MONITORING < L/ FENCE ..................... ......................------- Drawing Number: WELL INVERTER CONCRETE SLAB ............. W LL pp 16' 10' 6.5'± XISTING FENC CP-02 z EXISTING SEP 0 8 2015 3: 1< PROPOSED BERM PROPOSED BERM GRADE Southold Town Sheet Number: 5 of 12 ENLARGED PLAN SECTION Planning Board SCALE: 1$$=40' SCALE: 1"=20' ---- Project Number: 2014034.02 Fi lename:0:\2014\BAB-2014034.02 WH ITMAN-SOUTHO LD\CAD D\CO NTRACT PLANS\G E N E RAL PLAN S\201403402CSG P2.DWG Plot Date: 9/8/2015 11:27 AM Plotted By: ESCOBAR, FLOR I _""N r M---,N - I I . 1, , I �% ,. I �I , \ -- ...�,,�_, ,11 1--, 'i , . 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WEATHERPROOF /— UV RESISTANT RUBBER PIPE SUPPORT OR EQUIVALENT (BY Engineering and Construction Services 325 West Main Street, Babylon, NY 11702 COMPRESSION INSTALLATION CONTRACTOR) ON GRAVEL TO REQUIRED HEIGHT2 Tel: (631)587-5060 Fax: (631)422-3479 0 FITTING ABOVE GROUND (0 FIXED AND/0 STRAIGHT CONDUIT RUNS GREATER THAN 50 FEET MUST FILTER FABRIC TenCateProject Title: @)X-Series EQ CONTAIN CONDUIT EXPANSION FITTINGS. INSTALL TERMINATION MirafiOR UAL ALUMINUM DETECTABLE POINT QUANTITY AND BARREL SETTING IN ACCORDANCE WITH UNDERGROUND WARNING (0 SOUTHOLD LANDFILL NEC SECTION 352.44 AND NEMA GUIDELINES. TAPE, 12" WIDE (OR (2) SOLAR ENERGY EXISTING 6" WIDE) BELOW FINISHED -M 13 PRODUCTION SITE GRADE ---- RADE **............o" *"'**.......... PVC CONDUIT FOR (0 - 3.0, 6.0' 6.0' 4.0' 3.0' MEDIUM VOLTAGE ----------- ---------- CABLES CLEAN FILL ALL MATERIAL SHALL BE WEATHERROOF AND LISTED FOR OUTDOOR INSTALLATION. PVC CONDUIT FORDATA/FIBER CABLES EARTH PVC CONDUIT NEC 2008 ARTICLE 352 WHITMAN 7 PLEASANT HILL ROAD SUPPORTS FOR PVC CRANBURY, NJ 08512 TYPICAL VOLTAGE TEL: (732) 300-5858 TRADE SIZE MAX DIST BETWEEN 2 MEDIUM TRENCH DETAIL FAX: (732) 390-9496 SUPPORTS C�04 SCALE: N.T.S. 1 /21)-l)$ 3 Ft Sun Edison 10 simplifying solar 1 1 /4'1-2 P3 5 Ft (C),2015 SUN EDISON,LLC AND ITS AFFILIATES,ALL RIGHTS RESERVED 2 1 /2pp-3" 6 Ft 12500 BALTIMORE AVE. BELTSVILLE, MD 20705 3 1 /2ps-50$ 7 Ft (443) 909-7200 6" AND LARGER 8 Ft TYPICAL CONDUIT SUPPORT PROFILE VIEW C�04 SCALE: N.T.S. ELECTRICAL FEEDER, TURN PRECAST ELECTRICAL TOWARD INVERTER VAULT CONCRETE SUPPORT BLOCK METAL VAULT COVER FOR CONDUIT BRIDGE 4" CONCRETE ENCASEMENT 2-1/2" CONDUIT 2-1/2" CONDUIT EXISTING ROADWAY SECTION I................ ........................ I'll, ��:: 7_2 ........................................................................... EXISTING LANDFILL SECTION .............................. ........................ .......................................... .................................................. ...................I............ .................................. nn� ........................................................................................% . ................................:::::. .............................. .................................. ............... ................................................................................ AS PER AS-BUILTS .................................................. ......................... .......... ............... .......... ....... .... ......................... ......................... ............................. ............................. EXISTING ROADWAY SECTION .... ......... ..... ........ AS PER AS-BUILTS ................. ........... ............. .......... ......... ...... ............... ....................... .... ..................... ............. .......... .............. EXISTING SWALE - WIDE VARIES ( 1A CONDUIT SUPPORT PROFILE— BRIDGE ACROSS SWALE 8c UNDER ROADWAY" 1� -04�/l SCALE: N.T.S. WRAP END OF GEOCOMPOSITE DRAINAGE LAYER WITH GEOTEXTILE TO CLOSE GEOCOMPOSITE HEAT SEAM BOTTOM AND TOP OF GEOCOMPOSITE TO GEOTEXTILE (TYP.) 2 10, -0111- VEGETATION (TYP.) MIN. 4% SLOPE U SLOPE RECYCLEX TRM-V PERMANENT V U ARIts TURF REINFORCEMENT MATTING OR CURLEX II-QUICKMOW. No. Date Description SEE PLAN FOR LOCATIONS %. .......... Drawing Title: ................... ................. ............. ................ ....................................................................- .......................................... ............. .............. ........ ............. ........... ..........._. ......... .........................................................................................................................I.............................. 6" MIN. TOPSOIL ...........�"*""**"""""","*'*"""*'*'I ........... ..........................t..;.......................................... ................I.......... .......... ................................................................................. ................................. .................. ...........................................I.............-............................................................- ............................. .......................:............... ...................................... ............ ........ ................ ......................................... ............................................................................................................. ..... ........ . ..... ..... ............. .............................................. ............... ..... .................................................... ................. ....................................................% ......................... .................. ........... .................. ........................... ........... ............ .. ........................... ..... ....................................................................... .......................................................... ...................................... ....;.............. ............................. .................................................................................. ......................•............ .............................. ............................. . . . .............................. . ............................ ............................................................................................................................................... ........................................ I...................................I........................................ -................................ ........... ......................................................I....................................................... .....................................................I.................................................................................... .......................... ...ss.' ...............................• ....... ................... ...........................................— , , *—*._ ........... ..............*.*.'...*."....*................................. .... . . ................................— .. . . .............................................. ........ .................. .......... ................;.................................................................. ..................................................... ... .. . ........ .. ....... ........................... 12" BARRIER PROTECTION LAYER MISCELLANEOUS ................ .......................................................... ......... ................................................:...,....' NOTES: ............................. U 01 U U 0 U .......... . ........ GEOCOMPOSITE DRAINAGE LAYER ..... ...................... ......................... ....................... ......... ... ........ ........ ..... .... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETAILS ... ........................................................ ..............-............. ............-.. . ................. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ........ ............. ................-.................. ............................................ ............... 1. CONTRACTOR SHALL FILL ANY AREAS ENCOUNTERED DURING SOLAR PANEL INSTALL OPERATION THAT INDICATE LESS THAN THE MINIMUM DEPTHS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ............... ........ ........ .... ................................ ..... . .......................................................... ................... 0 0 C) 0 n 0 0 C) C) 0 0 0 ..................................................... SHOWN IN THE TYPICAL CAPPING DETAIL WITHIN THE WORK AREA. 0 0 0 0 jft*�.......................... -........ ...............I............".......... ... .......... .......... ............................................ ................................ 12" GAS VENTING LAYER 0 0 0 ............................... 2. CONTRACTOR SHALL NOT DISTURB THE 12" BARRIER PROTECTION LAYER. ANY WORK REQUIRING STAKING OR STAPLING, SEEDING, ETC. SHALL 0 00 0 (D 0 0 Date: 09/03/15 0 0 0 BE WITHIN THE 6" TOPSOIL LAYER. 0 0 0 0 0 0 Scale: AS SHOWN 3. RECYCLEX TURF REINFORCEMENT MATTING AND CURLEX II-QUICK MOW SHALL BE PLACED OVER GRASS SEED AND TOPSOIL AND ANCHORED INTO TYPE 1 GEOTEXTILE 6" MIN. CONTOUR GRADING MATERIAL Drawing Number: W U_ THE 6" TOPSOIL LAYER USING 4" BIODEGRADABLE E-STAPLES. 60 MIL HDPE TEXTURED GEOMEMBRANE 4. CONTRACTOR SHALL RESTORE AREAS WHERE SHRUB/VEGETATION REMOVAL IS REQUIRED TO MEET TYPICAL CAPPING DETAIL. REFERENCE: TYPICAL CAPPING DETAIL, SOUTHOLD LANDFILL CLOSURE, GENERAL CONSTRUCTION PLANS, SEPTEMBER 2000. WASTE ECEHE CP-06 D TYPICAL CAPPING DETAIL z ( ,3 SEP 06 2015 Q P-02 o SCALE: NT.SSheet Number: 9 of 12 . S. Southold Town Planning Board ---- Project Number: 2014034.02 Filename:0:120140AB-2014034.02 WHITMAN-SOUTHOLD\CADD\CONTRACT PLANSWISC TABLES AND DETAILS12014034-02—PL—MSD-01.DWG Plot Date: 9/3/2015 10:44 AM Plotted By: ESCOBAR, FLOR GPff A CONCRETE AND REINFORCING STEEL Greenman-Pedersen, Inc. 3" NOTES . Engineering and Construction Services MIN. Z 325 West Main Street, Babylon, NY 11702 Tel: (631)587-5060 Fax: (631)422-3479 1 . ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301 AND ACI 318. Project Title: REINFORCEMENT 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, SOUTHOLD LANDFILL 7— #4@12" 0.C. UNLESS NOTED OTHERWISE. SOLAR ENERGY 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED PRODUCTION SITE OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNLESS NOTED OTHERWISE. M 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH..............3 IN. WHITMAN CONCRETE EXPOSED TO EARTH OR WEATHER: 7 PLEASANT HILL ROAD CRANBURY, NJ 08512 #6 AND LARGER................................ 2 IN. TEL: (732) 390-5858 #5 AND SMALLER & WWF................. 1 1 /2 IN. FAX: (732) 390-9496 CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL................................ 2 IN. >Sun Edison- BEAMS AND COLUMNS....................... 2 IN. sim lir n solar P Yi g ,LLC AND ITS 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN AFFILIAT SUALL2015 SNDRIGHTSRESERVEISOND ACCORDANCE WITH ACI 301 SECTION 4.2.4. 12500 BALTIMORE AVE. BELTSVILLE, MD 20705 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S (443) 909-7200 NOTE: WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO 1 . CONTRACTOR TO GRADE AS REQUIRED MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. 4A CONCRETE INVERTER SLAB PLAN rA 0 NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CP-07 CONCRETE. CP-04 SCALE: N.T.S. 1 '-6" CV SLAB SIZE 06 E LOCATION A B DANGER HIGH VOLTAGE WITHIN INVERTER 30'-0" 10'-0" e0 TRANSFORMER 12'-0" 10'-0" ZL KEEP OUT CUSTOMER SWITCH 4'-0" 4'-0" a a.' -4 TYPE A SIGN UTILITY METER 4'-0" 4'-0" • . .• ` � ° . a � ° -a••� a a a NOTE: a ° ° , a 3'—0" 1 . EQUIPMENT SLAB SIZE SHALL BE VERIFIED WITH FINAL EQUIPMENT SUBMITTAL PRIOR TO POURING z//' 3.31' 2.89' AUTHORIZED PERSONNEL ONLY #4 BARS 12" O.C. EACH 12" THICK CONCRETE 48 INVERTER SECTIONSun Edison- WAY (TYP.) SLAB C7> simplifying solar CP-04 SCALE: N.T.S. 3/4" CHAMFER (TYP.) 3.94' 6" 12.76' FOR INFORMATION CALL: 888-786-3347 n FOR EMERGENCY CALL: 911 /I/N 4 /' _ - TYPE B SIGN ` SIGN DETAILS m 5 all E-X/STING GRADE SCALE: N.T.S. W �' NOTES: 1. SIGNS 'A' AND 'B' MUST BE LOCATED AT EYE LEVEL 8"-12" 4" STONE G AND LOCATED ON ALL ELECTRICAL EQUIPMENT. No. Date Description a Drawing Title: PVC 20MIL LINER MATERIAL UNDER ALL STONE –� MISCELLANEOUS ELLANEO DETAILS - A CONCRETE SLAB SECTION DETAIL ,.,. : .; ._ .' .-.l •Y,.: .�;. ®. ., := . - y,* .: � .. .... ;., : ;:.. .: �, . .• CP-07 SCALE: N.T.S. :-,.y� . :•Y;-� . .�� •.� ._' , '•: '• •�-• •'Y;-•. ..1'~ T:Y,•:• ?: ;:: '.• ••�- . �•.�T.. - . : ' ' -� . _ : . ,'-• :.,;. . : • _ ', • :�•• - Y. Y • :.;I• : •" i •Y1 ,. -i Y - :..�. Y' Y ! �` ..Y7 = -•Y .�. '1` .�� Y`�• - .. •Y 'YT /Z �— Date: 09/03/15 AL Scale: AS SHOWN w Drawing Number: U_ } m SE- 0 8 2015 CP-07 4C INVERTER E L E V A T I O N Southold Town Q Planning Boar o CP-04 SCALE: N.T.S. Sheet Number: 10 of 12 ---- Project Number: 2014034.02 Filename:0:\2014\BAB-2014034.02 WHITMAN-SOUTHOLD\CADD\CONTRACT PLANS\MISC TABLES AND DETAILS\2014034_02_PL MSD-02.DWG Plot Date: 9/3/2015 10:44 AM Plotted By: ESCOBAR, FLOR GPE NOTES: Greenman-Pedersen, Inc. 1 . PRELIMINARY DESIGN FOR DISCUSSION PURPOSES DURING MUNICIPAL Engineering and Construction Services NY APPROVAL PROCESS. DO NOT USE FOR CONSTRUCTION. REFER TO 325 west Main street, Babylon, )4 11702 Tel: (631)587-5060 Fax: (631)422-3479 MANUFACTURERS INSTALLATION MANUALS FOR EXACT CONNECTION LOCATIONS AND MOUNTING REQUIREMENTS. Project Title: 2. SUN EDISON RESERVES THE RIGHT TO PROVIDE AN APPROVED EQUAL RACKING SYSTEM. SOUTHOLD LANDFILL SOLAR ENERGY 3. DETAILS AND CALCULATIONS FOR THE PROPOSED PANEL FOOTINGS PRODUCTION SITE SHALL BE PROVIDED TO THE TOWN ENGINEER PRIOR TO A ---- PRE—CONSTRUCTION MEETING. DETAILS AND CALCULATIONS SHALL BE PREPARED BY A NEW YORK LICENSED PROFESSIONAL ENGINEER TO ADDRESS THE STRUCTURAL INTEGRITY OF THE PROPOSED FOOTINGS. 12' MIN. WHITMAN 7 PLEASANT HILL ROAD ° CRANDURY. NJ 08512 TEL: (732) 390-5858 FAX: (732) 390-9496 W 0 Sun Edison- simplifying solar � o 0 t� (C),2015 SUN EDISON,LLC AND ITS AFFILIATES,ALL RIGHTS RESERVED 0 0 �. 0 ° 12500 BALTIMORE AVE. ° BELTSVILLE, MD 20705 SEE CP-09 FOR SEAM ° ° ° (443) 909-7200 8 •° ° ° ° , • : ° STAPLING PATTERNie, ° ° ° ° s , ° ° . • ° o ° 8 FOUNDATIONS BY RACKING LEVEL GROUND ' ° ° , °p a • p ° p MANUFACTURER (TYP.) ° p ° IIII ( I 4'Wf RECYCLEX TRM—V 10'Wf CURLEX EROSION CONTROL BLANKET EROSION CONTROL MATTING (ALL OTHER AREAS AS INDICATED ON PLANS) BELOW DRIPLINE 6 TYPICAL LEVEL GROUND RACKING DIMENSIONS CP-0 SCALE: N.T.S. SOLAR PV PANELS 0 ° ° ° m o 0 W ° U ° LU 2 U o No. Date Description ° °° ° ° ° ° ° p ° • FINISHED GRADE FOUNDATIONS BY RACKING ° • ° p ° RECYCLEX TRM—V Drawing Title: ° • p > ° ° • ° p ° a ° ° ° . MANUFACTURER (TYP.) a ° < ° a d o ° PERMANENT p ° p ° ° • d ° a d a cl EROSION CONTROL MATTING MISCELLANEOUS ° p ° DETAILS Date: 09/03/15 Scale: AS SHOWN NOTE: Drawing Number: W RACKING SHOWN ONLY AS GRAPHICAL REPRESENTATION AND BY 10� C� (� � � � OTHERS. ACTUAL RACKING MAY VARY. TYPICAL RACKING SYSTEM DETAILS SEP 08 2015 CP-08 m CP-0 SCALE: N.T.S. z Southold Town Q Planning Board Sheet Number: 11 of 12 0 ———— Project Number: 2014034.02 Filename:0A20141BAB-2014034.02 WHITMAN-SOUTHOLDICADDICONTRACT PLANSWISC TABLES AND DETAILS12014034_02_PL_MSD-03,DWG Plot Date: 9/3/2015 10:45 AM Plotted By: ESCOBAR, FLOR RECYCLEX TRM-V UNDER SOLAR MODULES ONLY. CURLEX II QuickGRASS IN ALL OTHER GPI 1. STANDARD ANDSP CFCA 0 2. STANDARD AND SPECIFICATIONS FOR MULCHING 3. STANDARD AND SPECIFICATIONS FOR DUST CONTROL 4. STANDARD AND SPECIFICATIONS FOR PERMANENT CRITICAL AREAS WHERE INDICATED ON EROSION AND AREA PLANTINGS SEDIMENT CONTROL PLAN. Greenman-Pedersen, Inc. PURPOSE PURPOSE PURPOSE PURPOSE Engineering and Construction Services TO PROVIDE ACCEPTABLE PLANT COVER GROWING CONDITIONS, THEREBY THE PRIMARY PURPOSE IS TO PROVIDE INITIAL EROSION CONTROL WHILE TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED 3' MIN. 1 ROW OF STAPLES, 325 West Main Street, Babylon, NY 11702 REDUCING EROSION; TO REDUCE IRRIGATION WATER NEEDS; AND TO A SEEDING OR SHRUB PLANTING IS ESTABLISHING. MULCH WILL SOIL SURFACES THAT MAY CAUSE OFF-SITE DAMAGE, HEALTH HAZARDS, TO REDUCE EROSION AND SEDIMENT TRANSPORT. I •,I Tel: (631)587-5060 Fax: (631)422-3479 REDUCE THE NEED FOR NITROGEN FERTILIZER APPLICATION. CONSERVE MOISTURE AND MODIFY THE SURFACE SOIL TEMPERATURE AND AND TRAFFIC SAFETY PROBLEMS. (• 12 O.C. REDUCE FLUCTUATION OF BOTH. MULCH WILL PREVENT SOIL SURFACE CONDITIONS WHERE PRACTICE APPLIES CONDITIONS WHERE PRACTICE APPLIES CRUSTING AND AID IN WEED CONTROL. MULCH IS ALSO USED ALONE CONDITIONS WHERE PRACTICE APPLIES i. FOR TEMPORARY STABILIZATION IN NON-GROWING MONTHS. / �C /�� �/ �i� / THIS PRACTICE APPLIES TO ALL DISTURBED AREAS VOID OF, OR HAVING Project Title: COVER TO PREVENT EROSION AND SEDIMENT TRANSPORT ON CONSTRUCTION ROADS, ACCESS POINTS, AND OTHER DISTURBED INSUFFICIENT, . TOPSOIL IS APPLIED TO SUBSOILS THAT ARE DROUGHTY (LOW AVAILABLE CONDITIONS WHERE PRACTICE APPLIES /\ AREAS SUBJECT TO SURFACE DUST MOVEMENT AND DUST BLOWING MOISTURE FOR PLANTS), STONY, SLOWLY PERMEABLE, SALTY OR WHERE OFF-SITE DAMAGE MAY OCCUR IF DUST IS NOT CONTROLLED. CRITERIA SLOPE CREST ANCHOR SOUTHOLD LANDFILL EXTREMELY ACID. IT IS ALSO USED TO BACKFILL AROUND SHRUB AND ON SOILS SUBJECT TO EROSION AND ON NEW SEEDINGS AND SHRUB of » SOILS.TRANSPLANTS. THIS STANDARD DOES NOT APPLY TO WETLAND PLANTINGS. MULCH IS USEFUL ON SOILS WITH LOW INFILTRATION RATES DESIGN CRITERIA ALL WATER CONTROL MEASURES WILL BE INSTALLED AS NEEDED PRIOR METHOD A (NO TRENCH) SOLAR ENERGY BY RETARDING RUNOFF TO FINAL GRADING AND SEEDBED PREPARATION. ANY SEVERELY DESIGN CRITERIA CRITERIA CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE COMPACTED SECTIONS WILL REQUIRE CHISELING OR DISKING TO PROVIDE DO NOT NEED TO TRENCH TRM IN IF PRODUCTION SITE AMOUNT OF AREA DISTURBED AT ONE TIME. BUFFER AREAS OF AN ADEQUATE ROOTING ZONE, TO A MINIMUM DEPTH OF 12". THE IT CAN BE EXTENDED A MINIMUM OF S-0" 3. PRESERVE EXISTING TOPSOIL IN PLACE WHERE POSSIBLE, THEREBY VEGETATION SHOULD BE LEFT WHERE PRACTICAL. TEMPORARY OR SEEDBED MUST BE PREPARED TO ALLOW GOOD SOIL TO SEED CONTACT, OVER THE CREST OF THE SLOPE. REDUCING THE NEED FOR ADDED TOPSOIL. SITE PREPARATION PRIOR TO MULCHING REQUIRES THE INSTALLATION OF PERMANENT STABILIZATION MEASURES SHALL BE INSTALLED. NO WITH THE SOIL NOT TOO SOFT AND NOT TOO COMPACT. ADEQUATE SOIL NECESSARY EROSION CONTROL OR WATER MANAGEMENT PRACTICES AND SPECIFIC DESIGN CRITERIA IS GIVEN; SEE CONSTRUCTION SPECIFICATIONS MOISTURE MUST BE PRESENT TO ACCOMPLISH THIS. IF SURFACE IS DRAINAGE SYSTEMS. BELOW FOR COMMON METHODS OF DUST CONTROL. POWDER DRY OR STICKY WET, POSTPONE OPERATIONS UNTIL MOISTURE 000, 4. CONSERVE BY STOCKPILING TOPSOIL AND FRIABLE FINE TEXTURED CHANGES TO A FAVORABLE CONDITION. IF SEEDING IS ACCOMPLISHED SUBSOILS THAT MUST BE STRIPPED FROM THE EXCAVATED SITE AND SLOPE, GRADE AND SMOOTH THE SITE TO FIT NEEDS OF SELECTEDWATER QUALITY MUST BE CONSIDERED WHEN MATERIALS ARE SELECTED WITHIN 24 HOURS OF FINAL GRADING, ADDITIONAL SCARIFICATION IS ONE STAPLE ROW AT SEAMS APPLIED AFTER FINAL GRADING WHERE VEGETATION WILL BE MULCH PRODUCTS. GENERALLY NOT NEEDED, ESPECIALLY ON DITCH OR STREAM BANKS. ESTABLISHED. FOR DUST CONTROL WHERE THERE IS A POTENTIAL FOR THE MATERIAL REMOVE ALL STONES AND OTHER DEBRIS FROM THE SURFACE THAT ARE TO WASH OFF TO A STREAM, INGREDIENT INFORMATION MUST BE GREATER THAN 4 INCHES, OR THAT WILL INTERFERE WITH FUTURE 5. REFER TO USDA SOIL CONSERVATION SERVICENATURAL PRESENTLY REMOVE ALL UNDESIRABLE STONES AND OTHER DEBRIS TO MEET THE PROVIDED TO THE LOCAL PERMITTING AUTHORITY. MOWING OR MAINTENANCE. TRM OVERLAP, ( NEEDS OF THE ANTICIPATED LAND USE AND MAINTENANCE REQUIRED. RESOURCE CONSERVATION SERVICE) SOIL SURVEYS OR SOIL 2"-4" INTERPRETATION RECORD SHEETS FOR FURTHER SOIL TEXTURE SOIL AMENDMENTS SHOULD BE INCORPORATED INTO THE UPPER 2 6" E-STAPLE BIODEG ADABLE APPLY MULCH AFTER SOIL AMENDMENTS AND PLANTING IS CONSTRUCTION SPECIFICATIONS INFORMATION FOR SELECTING APPROPRIATE DESIGN TOPSOIL DEPTHS. INCHES OF SOIL WHEN FEASIBLE. THE SOIL SHOULD BE TESTED TO ACCOMPLISHED OR SIMULTANEOUSLY IF HYDROSEEDING IS USED. DETERMINE THE AMOUNTS OF AMENDMENTS NEEDED, APPLY GROUND ANC ORING STAPLE WHITMAN SITE PREPARATION A. NON-DRIVING AREAS - THESE AREAS USE PRODUCTS AND AGRICULTURAL LIMESTONE TO ATTAIN A PH OF 6.0 IN THE UPPER 2 SELECT APPROPRIATE MULCH MATERIAL AND APPLICATION RATE OR MATERIALS APPLIED OR PLACED ON SOIL SURFACES TO PREVENT INCHES OF SOIL. IF SOIL MUST BE FERTILIZED BEFORE 7 PLEASANT HILL ROAD MATERIAL NEEDS. DETERMINE LOCAL AVAILABILITY. AIRBORNE MIGRATION OF SOIL PARTICLES. CRANBURY, NJ 08512 1. AS NEEDED, INSTALL EROSION CONTROL PRACTICES SUCH AS DIVERSIONS, RESULTS OF A SOIL TEST CAN BE CHANNELS, SEDIMENT TRAPS, AND STABILIZING MEASURES, OR MAINTAIN SELECT APPROPRIATE MULCH ANCHORING MATERIAL. VEGETATIVE COVER - FOR DISTURBED AREAS NOT SUBJECT TO NEEDS, APPLY COMMERCIAL FERTILIZERAAT 600 INED 0LBS. PER INAC EOF FERTILIZER /�������� �����\/�/� \���\���\�� \���\�� TEL: (732) 390=5858 IF ALREADY INSTALLED. i FAX (732) 390 9496 TRAFFIC, VEGETATION PROVIDES THE MOST PRACTICAL METHOD OF 10-10 OR EQUIVALENT. IF MANURE IS USED, APPLY A QUANTITY TO �� �/ ��� �� BLANKETS ABUT TOGE HER NOTE: THE BEST COMBINATION FOR GRASS/LEGUME ESTABLISHMENT IS DUST CONTROL MEET THE NUTRIENTS OF THE ABOVE FERTILIZER. THIS REQUIRES AN 2. COMPLETE ROUGH GRADING AND FINAL GRADE, ALLOWING FOR DEPTH OF STRAW (CEREAL GRAIN MULCH APPLIED AT 2 TON ACRE (90 APPROPRIATE MANURE ANALYSIS PRIOR TO APPLYING TO THE SITE. DO TOPSOIL TO BE ADDED. ) / NOT USE MANURE ON SITES TO BE PLANTED WITH BIRDSFOOT TREFOIL y� LBS./1000SQ.FT.) AND ANCHORED WITH WOOD FIBER MULCH MULCH (INCLUDING GRAVEL MULCH) - MULCH OFFERS A FAST OR IN THE PATH OF CONCENTRATED WATER FLOW. Still Edison- 3. SCARIFY ALL COMPACT, SLOWLY PERMEABLE, MEDIUM AND FINE (HYDROMULCH) AT 500 - 750 LBS./ACRE (11 - 17 LBS./1000 SQ. FT.). EFFECTIVE CONTROL BLANKETS. . . THE WOOD FIBER MULCH MUST BE APPLIED THROUGH A HYDROSEEDER THE THROUGH simplifying solar TEXTURED SUBSOIL AREAS. SCARIFY AT APPROXIMATELY RIGHT ANGLES SEED MIXTURES MAY VARY DEPENDING ON LOCATION WITHIN THE STATE P NG CH R IMMEDIATELY AFTER MULCHING. SPRAY ADHESIVES - THESE ARE PRODUCTS GENERALLY COMPOSED TO THE SLOPE DIRECTION IN SOIL AREAS THAT ARE STEEPER THAN 5 AND TIME OF SEEDING. GENERALLY, WARM SEASON GRASSES SHOULD BOTH (C),2015 SUN EDISON,LLC AND ITS O PERCENT. AREAS THAT HAVE BEEN OVERLY COMPACTED SHALL BE F POLYMERS IN A LIQUID OR SOLID FORM THAT ARE MIXED WITH ONLY BE SEEDED DURING EARLY SPRING, APRIL TO MAY. THESE AFFILIATES,ALL RIGHTS RESERVED ACTED TO A MINIMUM DEPTH OF 12 INCHES WITH A DEEP RIPPER WATER TO FORM AN EMULSION THAT IS SPRAYED ON THE SOIL SURFACE WITH TYPICAL HYDROSEEDING EQUIPMENT. THE MIXING GRASSES ARE PRIMARILY USED FOR VEGETATING EXCESSIVELY DRAINED SIDE SEAM OVERLAP BLANKETS/MATTING SIDE SEAM ABUT OR CHI OR CHISEL PLOW PRIOR TO TOPSOILING. RATIOS AND APPLICATION RATES WILL BE IN ACCORDANCE WITH THE SANDS AND GRAVELS. STAPLE DETAIL STAPLE DETAIL 12500 BALTIMORE AVE. 4. REMOVE REFUSE, WOODY PLANT PARTS, STONES OVER 3 INCHES IN MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC SOILS ONTHE SITE. IN NO CASE SHOULD THE APPLICATION OF THESE USE SEED MIX #6 AS PER TABLE 3.1 PERMANENT CRITICAL AREA BELTSVILLE, MD 20705 DIAMETER, AND OTHER LITTER. ADHESIVES BE MADE ON WET SOILS OR IF THERE IS A PROBABILITY PLANTING MIXTURE RECOMMENDATIONS AS SHOWN ON PAGE 3.7 OF THE 443 909-7200 OF PRECIPITATION WITHIN 48 HOURS OF ITS PROPOSED USE. "NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND TOPSOIL MATERIALS MATERIAL SAFETY DATA SHEETS WILL BE PROVIDED TO ALL SEDIMENT CONTROL AUGUST 2005" AND AS FOLLOWS: APPLICATORS AND OTHERS WORKING WITH THE MATERIAL. „ 1. TOPSOIL SHALL HAVE AT LEAST 6 PERCENT BY WEIGHT OF FINE SEED MIXTURE VARIETY RATE IN LBS. RATE 12 O.C. AT TEXTURED STABLE ORGANIC MATERIAL, AND NO GREATER THAN 20 B. DRIVING AREAS - THESE AREAS UTILIZE WATER, POLYMER IN MIX #6 PER ACRES LBSSLOPE PERCENT. MUCK SOIL SHALL NOT BE CONSIDERED TOPSOIL. EMULSINS, AND B RRIERS TO PREVENT DUST MOVEMENT FROM THE PER 3'3' MIN. TRAFFIC CHANGE 2. TOPSOIL SHALL HAVE NOT LESS THAN 20 PERCENT FINE TEXTURED SF MATERIAL (PASSING THE NO. 200 SIEVE) AND NOT MORE THAN 15 SPRINKLING - THE SITE MAY BE SPRAYED WITH WATER UNTIL THE CREEPING RED FESCUE ENSYLVA, PERCENT CLAY. SURFACE IS WET. THIS IS ESPECIALLY EFFECTIVE ON HAUL ROADS PENNL.AWN, BOREAL 20 .45 AND ACCESS ROUTES. TALL FESCUE KY 31, REBEL 20 .45 3. TOPSOIL TREATED WITH SOIL STEIRILANTS OR HERBICIDES SHALL BE SO PERENNIAL RYEGRASS PENNFINE, LINN 5 .10 IDENTIFIED TO THE PURCHASER. POLYMER ADDITIVES - THESE POLYMERS ARE MIXED WITH WATER AND BIRDSFOOT TREFOIL EMPIRE, PARDEE 10 .45 APPLIED TO THE DRIVING SURFACE BY A WATER TRUCK WITH A RELATIVELY FREE OF STONES OVER 1 1 2 INCHES IN GRAVITY FEED DRIP BAR, SPRAY BAR OR AUTOMATED DISTRIBUTOR 4. TOPSOIL SHALL BE / TRUCK. THE MIXING RATIOS AND APPLICATION RATES WILL BE IN DIAMETER, TRASH, NOXIOUS WEEDS SUCH AS NUT SEDGE AND ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 11ME OF SEEDING: PERMANENT SEEDINGS MAY BE MADE ANY TIME OF QUACKGRASS, AND WILL HAVE LESS THAN 10 PERCENT GRAVEL. INCORPORATION OF THE EMULSION INTO THE SOIL WILL BE DONE TO YEAR IF PROPERLY MULCHED AND ADEQUATE MOISTURE IS PROVIDED. \ \\ \ THE APPROPRIATE DEPTH BASED ON EXPECTED TRAFFIC. LATE JUNE THROUGH EARLY AUGUST IS NOT A GOOD TIME TO SEED, BUT 5. TOPSOIL CONTAINING SOLUBLE SALTS GREATER THAN 500 PARTS PER COMPACTION AFTER INCORPORATION WILL BE BY VIBRATORY ROLLER MAY FACILITATE COVERING THE LAND WITHOUT ADDITIONAL DISTURBANCE MILLION SHALL NOT BE USED. TO A MINIMUM OF 95X THE PREPARED SURFACE SHALL BE MOIST IF CONSTRUCTION IS COMPLETED. PORTIONS OF THE SEEDING MAY FAIL AND NO DUE TO DROUGHT AND HEAT. THESE AREAS MAY NEED RESEEDING IN PROBABILITY OFAPR CIPITATIONTION OF THE PWITHINR481 OLL URSMOF ITS PROPOSED E MADE IF THERE IS A LATE SUMMER/FALL OR THE FOLLOWING SPRING. 12" O.C. AT APPLICATION AND GRADING USE. MATERIAL SAFETY DATA SHEETS WILL BE PROVIDED TO ALL BOTTOM OF APPLICATORS WORKING WITH THE MATERIAL. PERMANENT SEEDING SHOULD OPTIMALLY BE UNDERTAKEN IN THE SPRING 1. TOPSOIL SHALL BE DISTRIBUTED TO A UNIFORM DEPTH OVER THE AREA. IT SHALL NOT BE PLACED WHEN IT IS PARTLY FROZEN, MUDDY, OR ON FROM MARCH THROUGH MAY, AND IN LATE SUMMER AND EARLY FALL SLOPE FROZEN SLOPES OR OVER ICE, SNOW, OR STANDING WATER PUDDLES. BARRIERS - WOVEN GEOTEXTILES CAN BE PLACED ON THE DRIVING FROM SEPTEMBER TO OCTOBER 15. DURING THE PEAK SUMMER MONTHS SURFACE TO EFFECTIVELY REDUCE DUST THROW AND PARTICLE AND IN THE FALL AFTER OCTOBER 15, WHEN SEEDING IS FOUND TO BE MIGRATION ON HAUL ROADS. STONE CAN ALSO BE USED FOR IMPRACTICABLE, AN APPROPRIATE TEMPORARY MULCH SHALL BE BOTTOM OF SLOPE TERMINATION 2. TOPSOIL PLACED AND GRADED ON SLOPES STEEPER THAN 5 PERCENT CONSTRUCTION ROADS FOR EFFECTIVE DUST CONTROL APPLIED. PERMANENT SEEDING MAY BE UNDERTAKEN DURING THE SHALL BE PROMPTLY FERTILIZED, SEEDED, MULCHED, AND STABILIZED BY SUMMER IF PLANS PROVIDE FOR ADEQUATE WATERING. TEMPORARY "TRACKING" WITH SUITABLE EQUIPMENT, WINDBREAK - A SILT FENCE OR SIMILAR BARRIER CAN CONTROL AIR SEEDING WITH RYE CAN BE UTILIZED THROUGH NOVEMBER. CURRENTS AT INTERVALS EQUAL TO TEN TIMES THE BARRIER HEIGHT. 3. APPLY TOPSOIL IN THE FOLLOWING AMOUNTS: PRESERVE EXISTING WIND BARRIER VEGETATION AS MUCH AS METHOD OF SEEDING: BROADCASTING, DRILLING, CULTIPACK TYPE ('10 E R 0 S I 0 N CONTROL MATTING BLANKET ANCHORING. PRACTICAL. SEEDING, OR HYDROSEEDING ARE ACCEPTABLE METHODS, PROPER SOIL UM TOPSOIL SITE CONDITIONS IqTENDED USE TO SEED CONTACT IS KEY TO SUCCESSFUL SEEDINGS. CP-O3 SCALE: N.T.S. DEEP SAND OR LOAMY SAND MOWED LAWN 6 IN. ALL STORMWATER POLLUTION PREVENTION PLANS MUST CONTAIN THE TALL LEGUMES, UNMOWED 2 IN. NYS DEC ISSUED `CONDITIONS FOR USE" AND "APPLICATION MULCHING: MULCHING IS ESSENTIAL TO OBTAIN A UNIFORM STAND OF TALL GRASS, UNMOWED 1 IN. INSTRUCTIONS" FOR ANY POLYMERS USED ON THE SITE. THIS SEEDED PLANTS. OPTIMUM BENEFITS OF MULCHING NEW SEEDINGS ARE 0 =Staple Placement INFORMATION CAN BE OBTAINED FROM THE NYS DEC WEBSITE. OBTAINED WITH THE USE OF SMALL GRAIN STRAW APPLIED AT A RATE OF 2 TONS PER ACRE, AND ANCHORED WITH A NETTING OR TACKIFIER. CUf18X Sediment LO DEEP SANDY LOAM MOWED LAWN 5 IN. MAINTENANCE SEE PAGE 3.30 OF THE "NEW YORK STANDARDS AND SPECIFICATIONS g TALL LEGUMES, UNMOWED 2 IN. FOR EROSION AND SEDIMENT CONTROL AUGUST 2005" FOR MULCH TALL GRASS, UNMOWED NONE CHOICES AND REQUIREMENTS. , h / MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS r< UNTIL ALL DISTURBED AREAS ARE STABILIZED. `° >E> .�t>°, <_;, ?��; ' SIX INCHES OR MOWED LAWN 4 IN. IRRIGATION: WATERING MAY BE ESSENTIAL TO ESTABLISH A NEW << :a SEEDING WHEN A DROUGHT CONDITION OCCURS SHORTLY AFTER A NEW n <' OII`<' rt ° ?'��;; x.,. F> ... '. �h MORE SILT LOAM, TALL LEGUMES, UNMOWED 1 IN. `` ` F r, Y "":h SEEDING EMERGES. IRRIGATION IS A SPECIALIZED PRACTICE AND CARE e t. `: , x'. r. �/ :< . `:` �`. . LOAM, OR SILT TALL GRASS, UNMOWED 1 IN. MUST BE TAKEN NOT TO EXCEED THE APPLICATION RATE FOR THE SOIL „ OR SUBSOIL. WHEN DISCONNECTING IRRIGATION PIPE, BE SURE PIPES 12" ARE DRAINED IN A SAFE MANOR, NOT CREATING AN EROSION CONCERN. GRASS TYPES TO BE USED AT THE ENTRANCE AND ALONG THE ACCESS DRIVE (SEE SHEET C-102 ' � ? �xX�'� -PURPLE LOVEGRASS (ERAGROSTIS SPECTABILIS) Curlex Sediment Log •SWITCHGRASS (PANICUM VIRGATUM) Staple inserted *LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM) through netting Only, Curlex Sediment Logs Adjoined >,`.., >�> NOTE: �\ ,. n Y�°`,. not Curlex material I 50'MIN_ I EXISTING � /\\i` Y4• - <a< G t*<JfJtY<'<>t,<,<r<r<>t*GYt < t>Grfa< ta<s<'<*t <'<'<>Gr<>.Jt <<t°tJ<a Y Y PAVEMEN //`� SEED IMMEDIATELY G . \ \ AFTER STOCKPILING MOUNTABLE EXISTING C�.. ;R'f' FILTER ' � � ^`a�>'' �.;7 t�: ^;v i.x'c�,';., <�>;r��: >:. ; 't>rf„?r s r;✓r�* ., ' t><ya i CLOTH �l.E BERM \/ > .. :� `�R�••z�'� � , •• < < < < < GROUND cob / & Soil < < < Qf �/�/ \ vy�,(+. A�' •;� w ,•,•�•" `L�'• �'C„�°'Y < d t G 6 d t < < i < < < i t i < '<'4•: < c 6 K + LU 110 MIN. /�/ Y � ;,^.q,o. : s J r Y<r > > > r :'s r > • r'>'>G><}°>'>`> } > > >°r ar r } a \/ \\\\/� -�NI ^^^v�,l< << <.�,+.t ••nn:' !• +•>>5(;.G 'j.. < d f'< < Y f < < Y R < < R < C < i t'< 5 ;I 5 4 t td f 0 < R < t i R R t Y t'< < Y + EXISTING, \\�\/�\� %j \ \, N�RAoe > k s � '<'trd'dr<'<><>d':'< ♦'<'t't'Y't'<'Jr<'SAf . ><'<'J>fatr<>Y'<'i'<'J'<>t><'. <}t'. GROUND ': EXISTING ----- --- -- .. 12 IN. .•.: PAVEMENT 11 PLAN NEW L10-MIN. CURLEX SEDIMENT LOG STAPLE PATTERN No. Date Description CP-03 SCALE: N.T.S. CONSTRUCTION SPECIFICATIONS TEMPORARY TOPSOIL STOCKPILE 1. STONE SIZE - USE 2" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT Drawing Title: 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE 30 FOOT SCALE: N.T.S. MINIMUM LENGTH WOULD APPLY) 3. THICKNESS - NOT LESS THAN SIX (6) INCHES NOTES: MISCELLANEOUS 4. WIDTH - TWELVE (12) FOOT MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE 1 INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) IF SINGLE ENTRANCE TO SITE GENERAL SEQUENCE OF CONSTRUCTION: DURATION . CONTRACTOR SHALL USE E-STAPLE IN CONJUNCTION WITH CURLEX SEDIMENT LOGS, CURLEX DETAILS 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE II AND RECYCLEX-TRM-V AS MANUFACTURED BY AMERICAN EXCELSIOR COMPANY OR 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION 1. INSTALL TRACKING PADS AND SILT/CONSTRUCTION FENCE 3 DAYS APPROVED EQUAL AND ACCORDING TO MANUFACTURERS INSTALLATION REQUIREMENTS. ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE 2. CONSTRUCT ACCESS DRIVEWAY AND INSTALL 1 WEEK 2. E-STAPLE SHALL BE 1" X 6", U-SHAPED, 11 GUAGE WIRE, OR 2" X 8", U-SHAPED, 8 BERM WITH 5:1 SLOPES WILL BE PERMITTED. PERMANENT PERIMETER EROSION CONTROL GAUGE WIRE. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT 3. CONSTRUCT SOLAR PANELS 8 WEEKS TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, INSTALL POSTS AND RACKS 3. STAPLES SHALL BE INSTALLED 24" APART ON EACH SIDE OF THE CURLEX SEDIMENT LOG. Date: 09/03/15 DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED • EXCAVATE FOR UNDERGROUND WIRING CONDUIT AND INSTALL CONDUIT • CONSTRUCT CONCRETE PADS FOR ELECTRICAL EQUIPMENT THE TWO ROWS OF STAPLES SHALL BE STAGGERED BY 12" ALONG THE LENGTH OF THE Scale: AS SHOWN IMMEDIATELY INSTALL PANELS AND WIRING CURLEX SEDIMENT LOG. INSTALLATION OF ONE CURLEX SEDIMENT LOG SHALL INCLUDE ONE 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH STONE AND RUN WIRES FROM PANELS THROUGH CONDUITS STAPLE ON EACH END OF THE PRODUCT. ALL STAPLES SHALL BE FULLY INSERTED INTO Drawing Number: W WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. CONNECT ELECTRICAL COMPONENTS TOGETHER U_ 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. • CONNECT TO SWITCHGEAR AND GRID THE SUBGRADE BELOW THE CURLEX SEDIMENT LOG AT 6' MAXIMUM DEPTH. 6. STABILIZE GROUND UNDER PANELS AND ANY LANDSCAPE AREAS THAT HAVE 4. ADJOIN TWO CURLEX SEDIMENT LOGS BY PLACING STAPLES THROUGH THE NETTING OF BOTH CP-09m SIDES OF THE PRODUCTS. ERODED 2 DAYS 5. SEDIMENT LOGS AND ANCHORING SHALL NOT BE USED IN SWALE APPLICATIONILN z WHERE INDICATED ON THE EROSION AND SEDIMENT CONTROL PLAN. 8 STABILIZED TEMPORARY CONSTRUCTION ENTRANCE 6. STAKES SHALL NOT BE USED. SEP 0 8 2015 Sheet Number: 12 of 12 ESTIMATED START DATE: MAY 2015 CP-03 SCALE: N.T.S. ESTIMATED DURATION OF CONSTRUCTION: 13 WEEKS Southold Town Project Number: 2014034.02 Planning Board Filename:0:\2014\BAB-2014034.02 WHITMAN-SOUTHOLD\CADD\CONTRACT PLANS\MISC TABLES AND DETAILS\2014034-02 PL-MSD-04.DWG Plot Date: 9/3/2015 10:45 AM Plotted By: ESCOBAR, FLOR ® 9 . 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',,,a ;s,,. ,1 '` '<' 2tti, �f !•,� ;� ��..nA. k .,, '�s \,;�\\�� `�. C ,2010 SUN EDISON,LLC AND ITS s' .••'' * �w�:�� '+ '�' rF s:. AFFILIATES,ALL RIGHTS RESERVED 12500 BALTIMORE AVE. � �� • z , `' ... As.. y� BELTSVILLE' MD 20705 , ry tl� - "� °¢, �. , ,t'_,s»,•,- > �? ^ 0 Ir'I .��ri t�,tid �,, r �, °4 p� � ..+�r ...�°✓/, 3) 909 7200 ?"jN. fit.•;i' r a"�` :r'-.�.��r �`^��,.. ., 'i J,j¢ -#°� ^�,,� r ..r_>"����/ A: i. � .. '� •'s..°y '~F,'iY.�e"q{.'S•; .. �O (�� -��� ♦ - tel. r��` /f• s 's.. S� �"''' � .f:wY .� M - �'N',. _ �� is '.m 1 � : '�. .� _ PREPARED BY: SOLAR ENGINEER j .� . � � .. , �{; x 7, as a �I w j °: s . 8-04-2015 «� ��: ate �'`���� �l� t',9" �'. :k.;a 4��+ x-,, w`•. .� � w,�/�' ,�.a '�� a , 4 . % .t N 'i.,. =%%� .f -'A,/°.� -•a-:^, � wy�-�'� 1a.. z�'��•,j�„�j�/• >� ,,x , '°,'. � �"`,. - ,.^;r�.\. S. 'ti;; M � ,.� o /. dF .A - .� -J, ,. `` GREENMAN-PEDERSEN INC Date WILLIAM BARRETT w, a; VICE PRESIDENT/DIRECTOR OF CIVIL ENGINEERING FOR PRELIMINARY SITE PLAN 7 PLEASANT HILL ROA ,;gyp,, CRANBURY NJ 0852D s - >,� r SUBMITTAL NOT FOR CONSTRUCTION AUG 0 5 2015 �� .., , d. TEL: (732) 390-5858 < FAX: 732 390-94-96 Southold Town Planning Board GENERAL NOTES I I cxpff GENERAL NOTES LANDFILL LINER NOTES CONSTRUCTION NOTES Greenman-Pedersen, Inc. 1. APPLICANT: Engineering and Construction Services SUNEDISON 19. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY, 1. PRIOR TO DISTURBING AREAS WITHIN WORK LIMITS, CONTRACTOR SHALL PERFORM A 1. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO ENSURE THAT THE PROPOSEDSHEET LIST TABLE 325 West Main Street, Babylon, NY 11702 100 TWINBRIDGE DRIVE, SUITE J INCLUDING PROVISION OF ALL APPROPRIATE SAFETY VISUAL ASSESSMENT TO VERIFY POSITIVE SURFACE DRAINAGE FLOW INTO EXISTING CONSTRUCTION WORK ASSOCIATED WITH THE SOLAR PROJECT SHALL NOT IN ANY WAY DAMAGE Tel:(631)587-5060 Fax:(631)422-3479 PENNSAUKEN, NJ 08110 DEVICES AND WORKER TRAINING REQUIRED. PERIMETER DRAINAGE SWALES. THE IMPERMEABLE LAYER OF THE LANDFILL CAP, THE LANDFILL LINER, LEACHATE DWG. NO. SHEET TITLE SHEET NO. COLLECTION/CONVEYANCE PIPES, LANDFILL STORMWATER CONTROL STRUCTURES, LANDFILL COVER 1 2. THE APPLICANT PROPOSES TO CONSTRUCT A ±1.1232 MW 20. SOLAR PANEL LAYOUT, CONDUIT, AND INVERTER PAD 2. ANY EXISTING AREAS OF SETTLEMENT AND/OR BARE OF VEGETATIVE GROWTH WITHIN THE MONITORING WELLS, OR THE LANDFILL GAS COLLECTION SYSTEM. IF ANY DAMAGE OCCURS TO Project Title: (DC) PHOTOVOLTAIC RAISED GROUND MOUNTED SYSTEM LOCATIONS ARE SUBJECT TO CHANGE BASED ON FINAL WORK LIMITS SHALL BE FURTHER INSPECTED TO VERIFY V-6" MINIMUM COVER (0'-6" ANY OF THE ABOVE-LISTED LANDFILL COMPONENTS, THE CONTRACTOR SHALL NOTIFY SUN GN-01 GENERAL NOTES 2 CONSISTING OF APPROXIMATELY 3,456 FIXED TILT 325W SELECTION OF PANEL MANUFACTURER, INSTALLATION MIN. OF TOPSOIL AND 12" MIN. OF BARRIER PROTECTION LAYER) ABOVE THE EXISTING EDISON IMMEDIATELY. A WRITTEN PLAN FOR REPAIR OF THE COMPONENTS SHALL BE SOUTHOLD LANDFILL SOLAR PANELS. CONTRACTOR, AND FINAL INTERCONNECTION AGREEMENT. CAP. CONTRACTOR SHALL INSTALL TOPSOIL TO AREAS THAT HAVE SETTLED TO MAINTAIN PREPARED AND ANY REPAIR WORK SHALL BE COMPLETED BY SUN EDISON.. MSP-01 TAX MAP AND ZONING MAP 3 SOLAR ENERGY THE FINAL NUMBER OF PANELS AND ENERGY OUTPUT MAY POSITIVE DRAINAGE FLOW. SFE TYPICAL CAPPING DETAIL 3. THE PROPOSED USE IS NOT INTENDED FOR PERMANENT VARY DEPENDING UPON THE FINAL SELECTION OF PANEL 2. SUN EDISON WILL PROVIDE FULL-11ME ON-SITE MONITORING OF THE CONTRACTOR'S PRODUCTION SITE EMPLOYEE OCCUPANCY AND AS SUCH, SANITARY AND MANUFACTURER AND FIELD CONDITIONS. HOWEVER, THE 3. CONTRACTOR SHALL ACCESS WORK AREA LIMITS WHERE SHOWN ON PLANS AND WITHOUT CONSTRUCTION ACTIVITIES ON THE LANDFILL CAP. THE CONTRACTOR SHALL WORK ON THE CP-01 GENERAL SITE PLAN 4 _-_- POTABLE WATER UTILITIES WILL NOT BE REQUIRED. AREA LIMITS OF THE SOLAR PANEL ARRAY FIELD AS DISTURBING PERIMETER DRAINAGE SWALES. PERMANENT CONSTRUCTION ENTRANCE SHALL LANDFILL CAP ONLY WHEN THE MONITOR IS PRESENT. DEFINED BY THE PERIMETER FENCE LINE SHALL REMAIN BE INSTALLED AT DESIGNATED LOCATIONS. CP-02 GENERAL LAYOUT PLAN 5 4. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION FOR UNCHANGED. 3. VEHICLES OPERATING ON THE LANDFILL CAP SHALL ONLY OPERATE ON THE DESIGNATED THE SITE IMPROVEMENTS SHOWN HERON SHALL BE IN 4. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL DEVICES ACCESS ROADS. ONLY VEHICLES OR CONSTRUCTION EQUIPMENT WITH A DESIGN CONTACT CP-03 EROSION AND SEDIMENT 6 ACCORDANCE WITH: 21. REFUSE AND RECYCLABLES ARE NOT ANTICIPATED TO BE WHERE INDICATED ON PLANS. SILT FENCE SHALL NOT BE INSTALLED. GROUND PRESSURE OR TIRE INFLATION PRESSURE OF 10 POUNDS PER SQUARE INCH OR LESS CONTROL PLAN A. CURRENT PREVAILING MUNICIPAL AND/OR COUNTY GENERATED ON THIS SITE UPON OPERATION OF THE SOLAR SHALL OPERATE OFF THE PERMANENT OR TEMPORARY ACCESS ROADS. CONTRACTOR SHALL CP-04 UTILITY PLAN-1 7 SPECIFICATIONS, STANDARDS AND REQUIREMENTS. GENERATION FACILITY. 5. BIODEGRADABLE STAPLES/STAKES MUST BE USED WHEN INSTALLING EROSION AND LIMIT SITE ACCESS AND TRAFFIC TO ONLY WHAT IS REQUIRED TO COMPLETE CONSTRUCTION. B. CURRENT PREVAILING UTILITY COMPANY SEDIMENT CONTROL DEVICES. BIODEGRADABLE STAPLES/STAKES SHALL PENETRATE CP-05 ALTERNATE UTILITY PLAN-2 8 4. ALL OPERATORS OF VEHICLES ENTERING THE CAP AREA SHALL BE CLEARLY INSTRUCTED BY SPECIFICATIONS, STANDARDS AND REQUIREMENTS. 22. FOUNDATION DESIGN SHALL BE DEPENDENT ON EXISTING TOPSOIL AT 6" MAXIMUM WITHOUT DISTURBING EXISTING BARRIER PROTECTION THE CONTRACTOR OF THE REQUIREMENTS PRIOR TO ARRIVAL TO AVOID DAMAGE TO THE CP-06 MISCELLANEOUS DETAILS 9 WHITMAN RECOMMENDATIONS BY THE GEOTECHNICAL ENGINEER. LAYER AND CAP. LANDFILL CAP COMPONENTS.. 7 PLEASANT HILL ROAD 8. ALL INFORMATION SHOWN MUST BE VERIFIED PRIOR TO USE CP-07 MISCELLANEOUS DETAILS 10 CRANBURY, NJ 08512 FOR CONSTRUC11ON ACTIVITIES. 23. THESE GENERAL NOTES SHALL APPLY TO ALL SHEETS IN 6. TOPSOIL/SEEDING, TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL 5. CONSTRUCT THE TEMPORARY ACCESS ROAD FOR ON-HIGHWAY VEHICLE TRAVEL ON THE CAP. TEL: (732) 390-5858 THIS SET. MATS/BLANKETS SHALL BE INSTALLED PRIOR TO INSTALLATION OF PROPOSED SOLAR THE LOCATION OF THE PROPOSED TEMPORARY ACCESS ROAD IS SHOWN ON SHEET CP-02. CP-08 MISCELLANEOUS DETAILS 11 FAX: 732 390-9496 9. PROPOSED SOLAR PANEL SUPPORT FRAMES TO BE MODULES. SEE EROSION CONTROL DETAILS AND NOTES. ALL OTHER TEMPORARY ROADS ARE PROHIBITED. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S 24. NO DETERMINATION HAS BEEN MADE AS TO THE ABSENCE CP-09 MISCELLANEOUS DETAILS 1z SPECIFICATIONS AND STRUCTURAL REQUIREMENTS. OR PRESENCE OF WETLANDS. 6. WORK AND VEHICLE TRAVEL IN 10' SET-BACK ZONES IS PROHIBITED. PRIOR TO THE ':, ,Sun Edison- 25EXISTING SOILS WILL BE UTILIZED FOR NEW GRADING PLAN. COMMENCEMENT OF CONSTRUCTION ACTIVITIES, ALL LANDFILL GAS VENTS, LANDFILL GAS simplifying solar . 10. MODULES ARE ORIENTED AT 180' TRUE SOUTH. EXTRACTION WELLS, MONITORING WELLS AND OTHER EXISTING, AVOVE-GROUND STRUCTURES OF (C),2015 SUN EDISON,LLC AND ITS GENERAL EROSION AND SEDIMENT CONTROL NOTES THE LANDFILL CAP AND APPURTENANCES SHALL BE FLAGGED FOR VISIBILITY AND PROTECTIVE RESTORATION AREA SEED MIX AFFILIATES,ALL RIGHTS RESERVED 11. IN ACCORDANCE WITH NEW YORK STATE LAW, THE 26. FACILITY OWNER TO UTILIZE LIMITED HERBICIDE APPLICATION BARRIERS SHALL BE PLACED AROUND SUCH STRUCTURES AS NEEDED TO PREVENT DAMAGE BY 12500 BALTIMORE AVE. CONTRACTOR SHALL CONTACT NEW YORK'S ONE CALL ON INVASIVE PLANT SPECIES AND, IF FEASIBLE, UTILIZE 1. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE VEHICLES ACCESSING THE CAP AREA. FLAGGING AND PROTECTIVE BARRIERS SHALL BE PLACED PHYSICAL REMOVAL WITH BEST MANAGEMENT PRACTICES MANUAL FOR EROSION AND SEDIMENT CONTROL BY CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. SCIENTIFIC COMMON BELTSVILLE, MD 20705 SYSTEM FOR A MARKOUT OF ALL UNDERGROUND UTILITIES AND THE STANDARDS FOR NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL PERCENTAGE (443) 909-7200 72 HOURS PRIOR TO COMMENCEMENT OF SITE CLEARING. CONSERVATION AND WILL BE INSTALLED IN PROPER SEQUENCE AND MAINTAINED UNTIL 7. CONSTRUCT THE ARRAYS IN SECTION$ SO AS TO LIMIT THE AREAS OF THE CAP BEING NAME NAME CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL 27. FACILITY OWNER TO PROVIDE INSPECTION/MAINTENANCE OF PERMANENT STABILIZATION IS ESTABLISHED. DISTURBED AT ANY ONE TIMES AND TO MINIMIZE TIME BETWEEN EXCAVATION AND CONCRETE Lolium erenne Perennial R rass 10% PERMITS AND FEES. IN ADDITION, THE CONTRACTOR WILL NEWLY DISTURBED AREAS FOR ONE YEAR TO ALLOW FOR PLACEMENT. p Yeg BE REQUIRED TO OBTAIN THE SERVICES OF A PRIVATE PLANT SURVIVAL AND/OR REPLACEMENT IF REQUIRED. 2. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND CONTROL OF ALL WIND Little Bluestem UTILITY LOCATION FIRM TO LOCATE AND MARKOUT/VERIFY BLOWN SOILS AND CONTAMINATION OF ANY DIRT AND WATER. 8. STABILIZE AND/OR REPAIR ANY LANDFILL SURFACE DAMAGE CAUSED BY CONSTRUCTION Schizachyrium ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF 28. THE SITE IS SITUATED IN THE FOLLOWING DISTRICTS: IMMEDIATELY AND AS DIRECTED BY THE ENGINEER. scopariumIdcat or 20% ANY EXCAVATION. SCHOOL: SOUTHOLD UFSD 3. 11MELY MAINTENANCE OF SEDIMENT CONTROL. STRUCTURES IS THE RESPONSIBILITY OF Heritage THE CONTRACTOR. ALL STRUCTURES SHALL BE MAINTAINED IN GOOD WORKING ORDER 9. DO NOT USE GRADE STAKES AND OTHER MARKING DEVICES THAT COULD PUNCTURE THE 12. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL FIRE: SOUTHOLD WATER RECHARGE OVERLAY DISTRICT AT ALL TIMES. THE SEDIMENT LEVEL IN ALL SEDIMENT TRAPS SHALL BE CLOSELY BARRIER LAYER. Festuca Tall Fescue 20% EXISTING CONDITIONS INCLUDING UTILITIES. ALL MONITORED AND SEDIMENT REMOVED PROMPTLY WHEN MAXIMUM LEVELS ARE REACHED arundinacea DISCREPANCIES SHALL HE IDENTIFIED TO THE PROJECT 29. THE SITE IS NOT SITUATED IN THE FOLLOWING DISTRICTS: OR AS ORDERED BY THE OWNER OR OWNERS REPRESENTATIVE. ALL SEDIMENT 10. NO EXCAVATION WILL BE MADE IN EXCESS OF 6" ON THE CAP. CONTROL STRUCTURES SHALL BE INSPECTED ON A REGULAR BASIS AND AFTER EACH Festuca spp. Fine Fescue 20% ENGINEER IN WRITING. HARBOR PROTECTION OVERLAY DISTRICT HEAVY RAIN TO INSURE PROPER OPERATION AS DESIGNED. AN INSPECTION SCHEDULE COASTAL EROSION HAZARD ZONE SHALL BE SE FORTH PRIOR PE THE START OF CONSTRUCTION11. DO NOT STOCKPILE EQUIPMENT OR MATERIALS ON THE GRASS COVERED LANDFILL CAP. Trifolium repens White Dutch Clover 10% . 13. ALL SITE IMPROVEMENTS OUTSIDE THE PROJECT LIMIT ARE EQUIPMENT AND MATERIAL SHAD- BE STORED AT AN OFF-LANDFILL SITE APPROVED BY THE TO BE PROTECTED. IF DAMAGED, THEY ARE TO BE 4. THE LOCATIONS AND THE INSTALLATION TIMES OF THE SEDIMENT STANDARDS SHALL BE ENGINEER. Danthonia spicata Poverty Oats 10% REPLACED BY THE CONTRACTOR AT NO COST TO OWNER. AS ORDERED BY THE ENGINEER, OWNER OR OWNER'S REPRESENTATIVE, IN ACCORDANCE THESE SHALL INCLUDE BUT NOT BE LIMITED TO SIDEWALKS, WITH THE STANDARDS SET FORTH IN THE SITE PLANS. 12. THE BALLAST BLOCKS, WHETHER CAST-IN-PLACE OR PRECAST, SHALL BE PLACED ON A Eragrostis Purple Love Grass 1 p% CURB, LANDSCAPING, LAWN AREAS TREES, FENCES, ETC. GRAVEL LEVELING BASE. EXCAVATION OF THE GRASS BENEATH THE LEVELING BASE IS NOT spectabilis ANTICIPATED. A NARROW TRENCH EXCAVA11ON FOR THE CONCRETE FORMS IF CAST-IN-PLACE 14. THERE IS NO PROPOSED LIGHTING PLAN ASSOCIATED WITH 5. ALL TOPSOIL NOT TO BE USED FOR FINAL GRADING SHALL BE PLACED IN A STABILIZED BALLAST BLOCKS ARE USED IS PERMITTED. THE SOIL FROM THE TRENCH SHALL BE STOCKPILE OR FILL AREA. STOCKPILED TOPSOIL SHALL BE TEMPORARILY SEEDED OR STOCKPILED AT THE BALLAST BLOCK LOCATION AND COVERED IF INCLEMENT WEATHER IS THIS PROJECT. MULCHED WITHIN 14 DAYS. FORECAST. THE SOIL SHALL BE USED TO BACKFILL THE FORMS TRENCH. ANY EXCESS SOIL 15. U1ILITY RELOCATIONS SHOWN HEREON, IF ANY, ARE FORSHALL BE REMOVED. 6. STOCKPILES ARE NOT TO BE LOCATED WITHIN 50' OF A FLOOD PLAIN, SLOPE, INFORMATIONAL PURPOSES ONLY AND MAY NOT REPRESENT ROADWAY, OR DRAINAGE FACILITY. THE BASE OF ALL STOCKPILES SHOULD BE 13. SOIL EXCAVATED FROM THE CONDUIT TRENCH SHALL BE STOCK PILED IMMEDIATELY UP-HILL ALL REQUIRED U11LI1Y RELOCATIONS. THE CONTRACTOR CONTAINED BY A HAY BALE BARRIER OR SILT FENCE. FROM THE TRENCH. THE STOCKPILES SHALL BE COVERED IF INCLEMENT WEATHER IS IS RESPONSIBLE FOR PERFORMING AND/OR COORDINATING FORECAST. THE TRENCH WILL BE BACKFILLED AS SOON AS PRACTICAL AND THE BARE SOIL ALL REQUIRED UTILITY RELOCATIONS IN COOPERATION WITH 7. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN TWO WEEKS (14 SURFACE SEEDED AND MULCHED. ANY EXCESS SOIL SHALL BE REMOVED, THE RESPECTIVE UTILITY COMPANY/AUTHORITIES. DAYS) AND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A TEMPORARY SEEDING AND MULCHING. IF THE SEASON PROHIBITS TEMPORARY SEEDING, 14. REMOVE ALL EXCESS EXCAVATED SOIL IMMEDIATELY UPON EXCAVATION. DO NOT STOCKPILE 16. DO NOT SCALE DRAWINGS AS THEY PERTAIN TO ADJACENT THE DISTURBED AREA WILL BE MULCHED WITH SALT HAY OR EQUIVALENT AND BOUND ON THE LANDFILL CAP. STOCKPILE EXCAVATED SOIL OFF THE LANDFILL AND INSTALL AND SURROUNDING PHYSICAL CONDITIONS, BUILDINGS, IN ACCORDANCE WITH THE NY STANDARDS (I.E. PEG AND TWINE, MULCH NETTING, APPROPRIATE EROSION CONTROL MEASURES AS DIRECTED BY THE ENGINEER. STRUCTURES, ETC. THEY ARE SCHEMATIC ONLY, EXCEPT LIQUID MULCH BINDERS. 15. USE SPECIAL CAUTION IN EXCAVATING OR WORKING NEAR THE LANDFILL GAS EXTRACTION AND WHERE DIMENSIONS ARE SHOWN THERETO. VENTING SYSTEMS, WELL, COLLECTION LINES, ETC. 8. STABILIZATION SPECIFICATIONS AS PER TABLE 3.7 OF NEW YORK STANDARDS AND 17. THIS SET OF PLANS HAS BEEN PREPARED FOR THE SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. PURPOSES OF MUNICIPAL AND AGENCY REVIEW AND 16. CAST THE FOUNDATION PADS IN PLACE BY PUMPING CONCRETE FROM THE SERVICE OR APPROVAL. THIS SET OF PLANS SHALL NOT BE UTILIZED 9. THE SITE AT ALL TIMES SHALL BE GRADED AND MAINTAINED SUCH THAT ALL TEMPORARY ROADS. RACK FOOTING MAY BE CAS-IN PLACE OR PRECAST. AS CONSTRUCTION DOCUMENTS UNTIL ALL APPROVALS STORMWATER RUNOFF IS DIVERTED TO SOIL AND SEDIMENT CONTROL FACILITIES. REQUIRED HAVE BEEN OBTAINED, ALL CONDITIONS OF 17. IF REQUIRED BY SUN EDISON, THE CONTRACTOR SHALL SUBMIT A COLD-WEATHER CONCRETING APPROVAL HAVE BEEN SATISFIED AND TNN DRAWINGS 10. MAXIMUM SIDE SLOPES OF ALL EXPOSED SURFACES SHALL NOT EXCEED 3:1 UNLESS PLAN SPECIFICALLY FOR THE INSTALLATION OF THE CONCRETE FOOTINGS AND PADS. THE OTHERWISE APPROVED BY THE ARCHITECT. PLAN SHALL BE PREPARED IN GENERAL ACCORDANCE WITH ACI 306R TO GUIDE TO COLD HAVE BEEN STAMPED "ISSUED FOR CONSTRUCTION". THIS WEATHER CONCRETING, OR OTHER EQUIVALENT INDUSTRIAL STANDARD. THE PLAN SHALL BE SHALL INCLUDE APPROVAL OF ALL CATALOG CUTS, SHOP 11. DUST SHALL BE CONTROLLED VIA THE APPUCA11ON OF WATER OR CALCIUM CHLORIDE. SUBMITTED TO SUN EDISON FOR APPROVAL AT LEAST TWO WEEKS PRIOR TO START OF DRAWINGS, AND/OR DESIGN CALCULATIONS AS REQUIRED CONSTRUCTION. BY THE PROJECT OWNER AND/OR MUNICIPAL ENGINEER. 12. ALL SOIL WASHED, DROPPED, SPILLED OR TRACKED OUTSIDE THE LIMIT OF DISTURBANCE OR ONTO PUBLIC RIGHTS-OF-WAY, WILL BE REMOVED IMMEDIATELY. m 18. EXISTING UTILITY INFORMATION SHOWN HEREON HAS BEEN PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES DURING THE COURSE OF THE COLLECTED FROM VARIOUS SOURCES AND IS NOT PROJECT. GUARANTEED AS TO ACCURACY OR COMPLETENESS. THE 13. PROTECT CATCH BASIN INLETS WITH AN INLET PROTEC11ON DEVICE. CONTRACTOR SHALL VERIFY ALL INFORMATION TO HIS SATISFACTION PRIOR TO EXCAVATION. WHERE EXISTING UTILITIES ARE TO BE CROSSED BY PROPOSED 14. STORM DRAINAGE OUTLETS WILL BE STABILIZED, AS REQ'D, BEFORE DISCHARGE POINTS CONSTRUCTIONS, TEST PITS SHALL BE HAND DUG BY THE BECOME OPERATIONAL. No. Date Description CONTRACTOR PRIOR TO CONSTRUCTION TO ASCERTAIN 15. ALL PROPOSED DRAINAGE CATCH BASINS SHALL BE INSTALLED TO FINISH GRADE, Drawing Title: EXISTING INVERTS, MATERIALS, AND SIZES. TEST PIT SURROUNDED WITH STONE COLLAR AND SURROUNDED WITH DRAINAGE INLET INFORMATION SHALL BE GIVEN TO THE ENGINEER PRIOR TO PROTEC11ON TEMPORARY SILT FENCE. CONSTRUCTION TO PERMIT ADJUSTMENTS AS REQUIRED TO AVOID CONFLICTS. THE CONTRACTOR SHALL NOTIFY THE 16. ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT CONTROL GENERAL NOTES UNDER SIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD DEVICE. CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HEREON. SUCH CONDITIONS COULD 17. TREES TO REMAIN AFTER CONSTRUCTION ARE TO BE PROTECTED WITH A SUITABLE RENDER THE DESIGNS HEREON INAPPROPRIATE OR FENCE INSTALLED AT THE DRIP LINE OR BEYOND. INEFFECTIVE. 18. SEDIMENT AND EROSION CONTROL STRUCTURES SHALL BE REMOVED AND AREA STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED BY Date: 08/04/15 PERMANENT MEASURES. Scale: NTS w DrawingNumber LL AUG 0 5 2015 GN-01 Z Southold Town Planning Board 0 Sheet Number. 2 of 12 --- Project Number. 2014034.02 Filename:O:\2014\BAB-2014034.02 WHITMAN-SOUTHOLD\CADD\CONTRACT PLANS\GENERAL PLANS\2014034-02_PL GEN.DWG Plot Date: 8/5/201510:33 AM Plotted By: ESCOBAR, FLOR Greenman-Pedersen, Inc. Engineering and Construction Services PROJECT SITE 325 West Main Street, Babylon, NY 11702 LJ R Tel:(631)587-5060 Fax:(631)422-3479 .� � �. _ .,.. :,. , - R-8 � 11 r--J'--°-. r^ •,,,>� �'T.,�", •`,� �`'=i, ,« 'm a , �'M�'�y� •,�Y• "` *,', 'v"yt s ,�,,A�i;.- . - r u� �^ p, _„ Project Title: Y �.. SOUTHOLD LANDFILL *iY, s �Gy SOLAR ENERGY �., ;"Colt— PRODUCTION SITE — :L; _`i! 4e;Y "`\„£,. �I^, "' r3 l f•` .✓* �+q..,,,sn4 s �"'-. - - i _ a X' ,..+ •.mss •<„'`'4* .r r,. f - '�` X �'If�"s,.R+4t , / ,4,p' .' , ►., ♦ i .T, "", - ,.A 'fir. , /P .ra i� ,fey y fit', .3► "\'t� b:�sy� ♦y tNi y- .. . '� ,,.;" ''R`�+."?`')�•,; 'w•;, w a` Ar- 'tp.,.eq' <, ..e� �'.,'"''`a.issue'+' ��yy. -.✓t ,,�+�?�?1-M,, ry., �"".�"�, .,' � _�# � "' `e"�. �. '4. `i ,� •� .E'h�+.�°+� �.:; ,� A '� to Q ""'�<*,gy ,r,'��, {:�� ,e ' '*; r `� '� '+"$ � [, F *''¢'. � � "' I `! me. r. .} N��• �' F4 �m ee -�'V�, y `.,.•�,�`�ya"t^ o r„�A� qw;, - - ,IF s, ,�:, `•v,Liw, d� �'"�^> � a*. �r,, .*►e,-�,•" � � ,,,,�,...w_Y+•..:'a" ., ...+"',tIA''..x' ', - �'` . .'r '`� �W �,- •� .:�A}"�4�`'. • ':�.> -_ �, a•♦ _ ..x_, ,t �c.: ..s H� y`� x°{� ., ,� `�+. t�"" .-,�h.,.,, •��m r} dr - - `�'. _ '"V,* .' .. ` t,.,{6 .fi-`' `.:;� ,♦meq - 4 p , ; '..."'- - ''�`� ,f'4 ,* , �,-pY "�t' y ; R-80 a�° �, We Parcel: 1000-95.-1-17.5 ^ 7.` r' }% �; a ��• ,�� Lz �:. +, 4; R WHITMAN I-cr` _ 61.19 r �" ` ; � k* s l t w Q R .,y .w,a.� + �. I C' may.{a< - ,' •s F'��T` ` 'e'►'4 ''• -4+ a ( eo Y} a, Lu "�, : .»• '°` ,�: g 7 PLEASANT ffiLL ROAD ,- CIas= Landfills and Dumps CRANBURY .�.` p s NJ 08512 Land Use Waste Handling & �' �� �; -��,'., �,P� .��. :�. �... TEL: (732) 390-5858 �` y ; Management FAX: (732) 390-9496 -R :y Town Municipal �� Sun Edison- simplifying G i' t' f^ simplifying solar ct d r ,. r�* '� . (C),2015 SUN EDISON,LLC AND ITS LI °'�•'\, >„ „= f E A RIGHTS RESERVED s # AFFILIATES,ALL R 8 12500 BALTIMORE AVE. F{f ”` '♦ ✓ ', �" §,, �w `t'`' `` Fr�_t',t?*or 0.00 ,'� V�• p' S, - jf' Zone Deserlptlon Ac r�" b ,. rem tiM1 r`laY�d_ „ A�-�- * c� >_ BELTSVILLE, MD 20705 3 `,•,' , � ,A - _, s.- R-411 Residential Cars Density ( acre �l Low 443 909-7200 R-80 Residential Low 2 acre 0.00 oe�ltrs \ ) ' - n.,., R-120 Residential Low De 3 acre `�. CEFI�' 0.00 - _ §"'ta,., R-200 Residential Low (5 acre) > ¢ R400 Residential Low Dan 10 acre C Zc o m to >'' '+,M HD Hamlet Density Residential `•.,�. - ,.,r'!!„r 3�, -,- �t ';," ' D _NFadable Housing 5k bb �' y•'1,{ B e. + 1 z p �tet',: y �� OrstriU--- . ,• B RR_�Resal Residential '' ^.„�' e `1•' - - •► r�!\• '♦ .r" +,. ' RO Residential Office W`'"'•• .s HB 'Hamlet Business LB Limited Business t d 7 ' B General Bu:riness MI 'Marine 1 si' ''''a .. -`�',, s,� 'nc` '..+,':�f. ♦ ,�^ �y' ' -'`R r .'�3� MII — Marine 11 4w„°� ”- _ r'•., p� oG'; UO LVM Industrial Park k ''� ~1 ..p� "`w `... i' "�A, ,, e✓ �',,.o i.L 4A',y' -. }<`' U ttndustnal -- � '*ti � �°"a _ 'F-Y � N�•�!', ..' ., '�'i ,pa •'.,'., �. _ e`.�tLr s 'd YZ t x, °'�''�`"•., •`'za« �'',,b,' "'G ,'•� ��` hest. - '` ,n s. r3 ,l 1 own of Southold Section 1 of 4 New ZoningMa Adopted r�.'a' `:. .sem° _._v •,'�%> a '� *», �;. (]igit�'C;I,"'e. GecEa'e`4h.° r s rt USDA FSA, C" �S'a=r us DS I Esn- I;ERE Esri H�_I � r P P ' •K by Southold Town Board on November 30, 2004 as Local Law No. 23 of 2004 8-400 Scale: 1 inch = 1000 feet Cox Lane TOWN OF SOUTHOLD BULK SCHEDULE FOR LIGHT S.,t— INDUSTRIAL DISTRICTS — LI ,� YE,�a .0. �� 8," S—f-8100 u scam PROPE TY LI E DISTRICT REQUIRED PROVIDED 5:-�.00 Sa.eiv94M Sbtm64Gq CANOPY OVER SOLID ur acro ua �� I - - •:. WASTE GMT R MINIMUM REQUIREMENTS O EA 00 °�- LOT SIZE (SF) 40,000 2,658,084.86 SF s•:mX,ez oo � E.�� 4f ffisr gl LOT WIDTH (FT) 100 VARIES >100 414 9600 M .� a LOT DEPTH (FT) 150 VARIES >150 , = FRONT YARD (FT) 100 100 PROPERTY LINE ;µ °° SIDE YARD (FT) 20 20 S—a—a-,M o No. Date Description r s�9 SOUTHOLD TOWN PROPERTY 61.19 ACRES ,.. ,` Drawing Title: BOTH SIDE YARDS (FT) 40 40 SOLAR ARRAY COVERAGE N_ R GE 5.34 ACRES REAR YARD (FT) 70 70 °� TOTAL LOT COVERAGE PERCENTAGE 8.75 TAX MAP AND ZONING v.nTY LANDSCAPE AREA (PERCENTAGE) 25 N/A — (r ` S u� I o r i Y. MAP _� s«.«n.,.,Mtn INVERTER MAXIMUM PERMITTED DIMENSIONS — — _� Date: 08/04/15 Spurr,,.' r�rr selft W00 d• u•� Scale: NTS LOT COVERAGE (PERCENTAGE) 30 8.75 Tuthill Ave U L� 1J Drawing Number: BUILDING HEIGHT (FT) 35 N/A �� AUG 0 5 2015 MSPMO1 Cal NUMBER OF STORIES 2 N/A ��.,9s� Southold Town SOLAR ARRAY FIELD Planning Board a LOT COVERAGE MAP Sheet Number: 3 of 12 --� Project Number. 2014034.02 Filename:O:\2014\BAB-2014034.02 WHITMAN-SOUTHOLD\CADD\CONTRACT PLANS\MISC SHEETS\2014034 02 PL MSP-01.DWG Plot Date: 8/5/201510:34 AM Plotted By: ESCOBAR, FLOR I i i PROJECT DATA TOWN OF SOUTHOLD STANDARD NOTES: GPE PROPOSED SITE ENTRANCE 6155 COX LANE, 1. METES AND BOUNDS ARE FROM A SURVEY PREPARED BY KELLER AND SITE ADDRESS Greenman-Pedersen, Inc. CUTCHOGUE, NY 11935 KIRKPATRICK, INC. ON 5-14-2015. Engineering and Construction Services I ' TOWN OF SOUTHOLD SOLID 2. TOWN OF SOUTHOLD ENGINEERING DIVISION SHALL BE NOTIFIED 24 HOURS 325 west Main street, Babylon, NY 11702 Tel: (631)587-5060 Fax: (631)422-3479 REPUTED WASTE MANAGEMENT PRIOR TO COMMENCEMENT OF PAVING OR CONCRETE WORK. OWN ER 6155 COX LANE, 3. CONTACT TOWN OF SOUTHOLD ENGINEERING MINIMUM 48 HOURS PRIOR TO Project Title: CUTCHOGUE, NY 11935 THE COMMENCEMENT OF ANY LAND CLEARING OR CONSTRUCTION ACTIVITY Lone r�� �•-.:.-�;::' __-.�-5 ,y,r r ..------- s s2nrr'.�> Cox _ _ _ -- -- av _ SOUTHOLD LANDFILL EXISTING ROAD TO BE USED �" ° � ' ��,�-+�'.__ TAX MAP 1000-96-1-17.5 FOR EROSION AND SEDIMENT CONTROL INSPECTION. SOLAR ENERGY FOR SITE ACCESS (TYP.) ___-100' SETBACK PARCEL AREA 61.19 ACRES 4. ALL ENGINEERING WORK TO BE PERFORMED TO THE LATEST PLANNING PRODUCTION SITE ZONE LIGHT INDUSTRIAL BOARD SPECIFICATIONS AND REQUIREMENTS. ---- 5. ALL U11LITIES SHALL BE BURIED UNDERGROUND PER PLANNING BOARD WASTE HANDLING AND ' USE MANAGEMENT SPECIFICATIONS. X - 6. ALL DRAINAGE STRUCTURES AND PIPE SHALL BE CLEANED OF SILT AND 4. «` DEBRIS AFTER CONSTRUCTION IS COMPLETE. OUTSIDE THE SPECIAL FLOOD ,?Q 84.-1-26.3 FLOOD ZONE 7. ALL CONCRETE MATERIALS TO BE MINIMUM 4,000 PSI. HAZARD AREA WHITMAN a n w' I Section 84.00 8. AREAS EXPOSED BY SITE PREPARATION SHALL BE PROTECTED DURING SITE 7 PLEASANT HILL ROAD °ck '°° FEMA FIRM PANEL 36103CO144H CRANBURY, NJ 08512 CONSTRUCTION WITH HAY BALES SEDIMENT LOGS EROSION CONTROL TEL: 732 390-5858 �; ALTERNATE ELECTRIC FAX: (732) 390-9496 84.-1-32.1 �.. INTERCONNECTION ROUTE MATTING, TEMPORARY VEGETATION, OR MULCHING TO MEET THE 84.-3-3 84.-3-4 < IF REQUIRED BY THE UTILITY ADJACENT PROPERTY OWNERS TO THE PROPOSED SOLAR FACILITY REQUIREMENTS OF THE NYSDEC EROSION CONTROL MANUAL AND AS L t AT TOWN OF SOUTHOLD MUNICIPAL WASTE AREA "'► SUIT Ed1SOrl Section 8�.II0 Sr.'ct;on 8 .0;7 -•� t .,�,_.,:� �f,k 3°° o- SPECIFIED ON SITE PLANS. simplifyingsolaz C?lark 3411 j �. TAX MAP # ADDRESS OWNER (C),2015 SUN EDISON,LLC AND ITS ~- 9. ALL ADJACENT ROADWAYS MUST BE SWEPT CLEAN OF CONSTRUCTION AFFILIATES,ALL RIGHTS RESERVED 5 � `'•f' 4�,.r° PL ______-------------1�7 °' 84-3-3 7505 COX LANE BAYBERRY ENTERPRISES PL _ ---- �r< ,� s�ctron ,00 SEDIMENTS AND WASTE AT THE END OF EACH DAY. 12500 BALTIMORE AVE. t3lack 1,00 --�� `-`�� (( i ` ' - 84-3-4 6965 COX LANE THREE BROTHERS REALTY 96.-1-20.1 ( ,_.. P �, • BELTSVILLE MD 20705 479.:'9' ..-. ,. �....... of w (443) 909-7200 ADDITIONAL NOTES: 84-1-32.1 6245 COX LANE CORAZZ I N I REALTY CO 372JERICHO CORP C/O LEWIS 1. LOCATION OF PROPOSED UTILITY SERVICES SHOWN ARE APPROXIMATE AND f 96.-1-19.1 - - sealok roo�g 84 1 26.3 22355 CR 48 AND MURPHY REALTY MUST BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR WITH THE U1ILITY �- ZO N-E: - -LTGHT-I N-D U S TR I A' �� r `�L 27A North LLC C/O CHRIS COMPANIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. IF DISCREPANCIES f EXIST, NOTIFY THE ENGINEER IMMEDIATELY IN WRITING. TOTAL LOT AREA: 61 .19 ACRES , L 96-1-20.1 22155 CR 48 MOHR LANDSCAPING I PROPOSED PROJECT AREA: 5.32 ACRES OR n7 96-1-19.1 21855 CR 48 ARTHUR V JUNGE 2. WORK WITHIN THE R.O.W. OF CHURCH LANE OR COX LANE (ALTERNATE '4 t ' 96.-1-18.3 N 317527.85_ x w ! � 1r, 1 96-1-18.3 21775 CR 48 JENNIE L. TAYLOR ROUTE) SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE SOLAR FIELD: 3,456 PANELS (1 .1232 MW $,-k , k F., . ° �,�n dKst* emenf Area (DC , 781 KW AC APPROXIMATE LIMIT OF 1 � { 96.-1-18.2 '� � p 1 �� 96-1-18.2 21755 CR 48 ROBERTTAYLOR REQUIREMENTS OF THE TOWN OF SOUTHOLD. ( �� EXISTING CAP 1 tt 96-1-16 485 CHURCH LANE FRANCES L. WILSON 3. ANY STRIPING PAVEMENT MARKINGS IN R.O.W. WHICH ARE REMOVED DURING 96 1 15 635 CHURCH LANE J EAN ETTE STEWARD SITE CONSTRUCTION SHALL BE REPLACED IN KIND. PROPOSED INVERTER LOCATION _ _ -� , �,,;,' 1 � � � • _ �� • I I \ . 1_l'L�1 96-1-14 735 CHURCH LANE VIOLA CROSS 4. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT (SEE DWG. CP 07) 96-1-13.1 21405 CR 48 FIRST BAPTIST CHURCH PEDESTRIANS AND VEHICULAR TRAFFIC DURING REMOVAL ACTIVITIES. ANY /;t�Jr`ItfJj � F "/i`jl''i 1 \ APPROXIMATE LIMIT OF ',{ , ` �' 11.� 4 - TRAFFIC CONTROL ACCESS SAFETY PROVISIONS WITHIN THE R.O.W. AND , � � ���� • � 96 1-12 21225 CR 48 ANGELO STEPNOSKI � , EXISTING WASTE • _ • 96.-1-16 96.-1-13.1 -°-- - ' • ra•Nry - _... . .�,'- •-- - ` =� 1 �� �:,� , 96-1-11.1 640 CHURCH STREET 640 CHURCH ST LLC ACCESS ROUTES (E.G. SIDEWALK, PAVEMENT STRIPING, ETC.) SHALL BE THE __._. 20' SETBACK 96-1-7 21125 CR 48 VICTORIA KEELEY CONTRACTOR'S t RESPONSIBILITY THE CONTRACTOR SHALL DETERMINE ` r - Lt APPROPRIATENESS OF REMOVAL ACTIVITIES AND PROVIDE TEMPORARY - "" - - • 96-1-6 50TUTHILL LANE KELLY KRUDOP °� 96-1-8 170TUTHILL LANE ROBERT KRUDOP MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL I i"� - seorfn =c�... - f"-" �r°° - 96-1-9 250TUTHILL LANE KELLY KRUDOP PERMANENT COMPONENTS / REPLACEMENTS CAN BE INSTALLED. &lock 400 Mack f.°° '' �SECtfC.R .��;pOEXISTING UTILITY POLE 96-1-3 305TUTHILL LANE ALPHENIC MARTIN 5. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE ( � � 1 'L,Black 7,t10 NORTH ARRAY: 1,728 MODULES _ _ I 96-1-4.1 20905 CR 48 MICHAEL INNAMORATO 96.-1-12 SAFETY OF ITS EMPLOYEES, THE GENERAL PUBLIC, STRUCTURES TO REMAIN, ,- l �--� � � • ...� _-� :%' .,,�-' � � ;°� 96. 1 11.1 � ` ` � ' - r 1 PROPOSED ELECTRIC 95-2-1.1 175 COMMERCE DRIVE MFT LLC CO TIMOTHY KAYEL ADJACENT PROPERTIES PUBLIC R.O.W.'S ETC. DURING ALL CONSTRUCTION ,, PROPOSED WORK _t- __ -- , AREA ACCESS POINT _._._ _ _ __ - �- !-c _ = �:�---= �` '* x .a_ INTERCONNECTION ROUTE 83-3-6.1 10750 OREGON ROAD F MCBRIDE AND SONS LLC t AND REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY 96.-1-12 96.-1-12 1� - AND LOCAL CODES AND REGULATIONS. THE OWNER AND ENGINEER ASSUME /At83.-3-6.1 �° d�%- �� ------� � �� �� - ; APPROXIMATE LIMIT 96.-1�-12 ' OF PROPOSED WORK NO RESPONSIBILITIES FOR THE CONTRACTORS SAFETY PROGRAMS & I i, \ __---a - / I I SOUTH ARRAY: 1,728 MODULES ;� I DISTURBED AREA � ;n •, 96.-l-12 PROCEDURES IN CONNECTION WITH THE WORK. 510� 96.-1-12 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE 70' REARYARD SETBACK { �__> • Section s ao- . _®�.� �� •. EXISTING ROAD TO BE USED SPECIFICATIONS OF THE LOCAL AUTHORITIES REGARDING MATERIALS AND _ - � � _ - ..... - - a _�_;;.:� sw.. ; -FOR SITE ACCESS TYP. _ _ v� INSTALLATION OF PROPOSED WORK, FOR OBTAINING THE REQUIRED PERMITS, �.�..-__...._ �� ( ) _ _ -Id" SIGN OFF AND CONSTRUCTION INSPECTIONS, ACCORDING TO GOVERNING 95.-2-1.1 Date Description 5ct,on98.00 BUILDING CODES. C_ block f,°° .._...,... 7. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR MEANS AND METHODS. Drawing Title: 10 (,{�7l . \_ --_.' ,'.� to , �D S5 \\1t ``^��.I} t✓;�� -.__ ._-.- -_'_" -- _-_�\l�..l): REFERENCES: GENERAL SITE PLAN THIS PLAN REFERENCES: BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY: Date: 08/04/15 KELLER & KIRKPATRICK 301 GIBRALTAR DRIVE Scale: 1"=150' MORRIS PLAINS, NJ 07950 W DATED: 5-14-2015 Drawing Number: SOLAR ARRAY LAYOUT PLANS AUG 0 5 2015 CP-01 m PREPARED BY: Southold Town Z WHITMAN Planning Board z 7 PLEASANT HILL ROAD CRANBURY NJ 08512 Sheet Number: 4 of 12 � DATED: 6-04-2015 ---- Project Number: 2014034.02 Filename:0:\2014\BAB-2014034.02 WHITMAN-SOUTHOLD\CADD\CONTRACT PLANS\GENERAL PLAN S\2014034_02_CS_GP.DWG Plot Date: 8/5/2015 10:35 AM Plotted By: ESCOBAR, FLOR I I I IT I 6Z Greenman-Pedersen, Inc. �w n ° 1 �` / ° Engineering and Construction Services { /� APPROXIMATE LIMIT .OF 325 West Main Street, Babylon, NY 11702 Tel: (631)587-5060 Fax: (631)422-3479 EXISTING CAP (TYP.) ` \ x 54.6 15 ✓ I t ..Sec tfon '96. 00 � � _. 3 Ixon1 t ort 1/ , Project Title: Block 7• 00 � APPROXIMATE LIMIT OF ���'� 1c�'" Nt�PP � 1.. a1 � SOUTHOLD LANDFILL L a t 17. 005 EXISTING WASTE (TYP.) y.2 SOLAR ENERGY Area=61. 0201 c. � / ��; � � Shlv�`nc�---o" PRODUCTION SITE f3ox ----�. 2, 655, 0185 .F. --' � X5,.5 ---'" 4 ' t?aVe0,0 LeriVe ---- PROPOSED WORK AREA ACCESS POINT (TYP.) X43.9 I INSTALL STABILIZED TEMPORARY CONSTRUCTION ENTRANCE (TYP.) CP-09 18 s I 63. - _ 7 EXISTING SWALE 0.00 65/ f 5 '- 6 J._ �� r ' 1 .e! mom r a Baa SOLAR ARRAY LIMIT LINE (TYP.) ° WHITMAN �`--�- 7 PLEASANT HILL ROAD 7i�Qt`<•\'\ '"w� /{ ( ' ,,....----~-' _."-..._- ".--~' G' � I/�14 CRANHURY, NJ 08512 `42 + TEL: (732) 390-5858 ba-� 31.7595:fl9 _= . . . _. 3A ,� PROPOSED INVERTER FAX: (732) 390-9496 --- _ -- --`' -- E 1398148.02 N 317 70 -- _ `� & TRANSFORMER E 1398196 81 _._ N 317643.61 N 317619.35 L _ r Sun Edison Dave �--r " E 1398007.70 E 1398079..-12- \� EXISTING CHAIN a simplifying Pr1��� ---.��" c_-___--�..~ - - ' � � � �.� LINK FENCE (TYP.) solar --' - .55 ^. _ p ( J (C),2015 SUN EDISON.LLC AND ITS V ) ) AFFILIATES,ALL RIGHTS RESERVED `,PROPOSED N 317546. 7 E 13 821070 �; "A ' 12500 BALTIMORE AVE. i. BERM (SEE BELTSVILLE, MD 20705 PRESERVE AND '� / ���° °r 1 ENLARGED PLAN 443 909-7200 N /31752221X9 ) ( ) X5Q2 , , �..--� PROTECT EXISTING ~'..�...,,`. / E'J/3 98198..82-- �g3' J GAS VENTS (TYPICAL) i REMOVE EXISTING r I / N �31749k:�7_5 e ,; '_=� X44.6 -c- �� .. / E 1 9819$.2 �� r SHRUBS VEGETATION TYP. �'�... / ° X` ' 1 ; PROPOSED CONCRETE 728 SOLAR MODULES (SM) ENCASEMENT / / NORTH ARRAY. 1, CP-08 � p; _"� TOPSOIL AND SEED I 67.5X � � / :.Sx � EX€STING CONCRETE (TYP.) I I P-06 DISTURBED AREA WITHIN ` XMs ~� / � ' N 31A73.79 \ � � BLOCKS TYP. DISTURBED AREA (TYP.) p MAINTAIN 12.0 MIN. / \ E i CLEARANCE (TYP.) /'� E 1388173.01 f '1317449.53 (� 20' SIDE E 1398163.9$ � �; - YARD -�,__._ _.___ --- r _ - - - �- SETBACK S _ 'r N 317360.19 _ X h, - " `�4 - N 317384.45 < \ -- 6 �E 1398000:08 3y' \ �, IL _ E 1397982.82 �-- S� 6 G'� �` '��'�'� N 317408.71 N 317335.,23- N 317303. 7\ °, c 53.3 LIMIT OF PROPOSED WORK/ ��' -'tib - S�-= tiS `�� °' N 317457.23 E 1397949.37 ` - f 39RO30 E 1398114. 0 `�;, ._ EXISTING DISTURBED AREA PRESERVE AND -�-' T E 1397817.48 - - - N� 3172,9.71 { `� >� SWALE `t PROTECT EXISTING ° N 317481.49 _ _ _ E 1398 ' 13;63' ` 3 ' \�_.._.._.. X E 1397786.25 N-31�2.97 9 � ------6f1'-- _. GAS VENTS (TYP.) _ E 1397829.03 N 31725 !45 f�' ; \ -- - ---�. / `LI 3981 2.45, ° 3 TOPSOIL AND SEED ! � ° ISTURBED AREA WITHIN 17 ,3 19 CP-06 1�398� 1.2 �`�. DISTURBED AREA (TYP.) ,( I �.. X 62.9 ` L f 4 REMOVE EXISTING P 1 X SHRUBS/VEGETATION (TYP.) ` kk X -- 1, 1 r � f I { 245 jj `ss i I , �.� I x i3.7 6&7 I ,r , `�,r, SOUTH ARRAY: 1,728 SOLAR MODULES (SM) - I 4 628 \\ _,,�-� - \ CP 08 I ' '7 �� ".^- "---trU p ° ° I UX iE Ci t X OJOS`- OS� 9 1 I C 4 1 \ S� E N (3172q6. '3 ��� �, `�, `�, P X38.5 N6 �- S� _ _ - S� _ S�- - S4 S�- - 0 S4 S4 - C,4 1E 1398145 26 EXISTING SWALE --�._._ - F m . 70' REARYARD SETBACK I ^ � _ . x4�.s N 317182.157 Mr, R __.. %i'®39RAA�,s Y& 6P% t#SII 6S a.Y, -ow PRESER _ �� `\ EXISTING CHAIN LINK FENCE (TYP.) _�-- 54.4 x a. t?irt irc�il _ X55.9 0 �__..__ ___._.. _.._--. PROTECTEEX SDTING _____ _ ____14T8 X (, _ - � .' .... - x5.7 _...... GAS VENTS (TYPICAL) No. Date Description X49.7 : - s EXISTING SWALE �` --- ` p ___- - _____ D Title: .� � _ ---__ -- Drawing I e. }' ._. ,.z a .. <.__ - 44.5 \ �. _...._.....__._ n...�: Vl 4 0, d -i z _ PROPOSED WORK AREA h- ''` µ� �------ -- --�- -- - _ xa GENERAL LAYOUT 10' O.C. ACCESS POINT TYP. __ PROPOSED (TYP.) �. � �`�b,. INVERTER � .�--"- ____�,�. _.�--- -��-..���,=______--- ~ - ---- PLAN _-` -- ARBORIVITAE INSTALL STABILIZED TEMPORARY - - --- - - AO EMERALD GREEN --- ~------ CONSTRUCTION ENTRANCE (TYP.) x,1 , -- - prjvpd 1)kive "~ �- �, _ LIMIT OF PROPOSED WORK/ DISTURBED ARE EXIST. - _ ---�. _ _ � section `� C ..»_ SHRUB --__ � Date: 08/04/15 r EXIST. PROPOSED 12 HIGH BERM 44.5 1 X32.2 Block 1. C)�1 -~ , - - I EXIST. 1 ON 3 SLOPE ? i Scale: 1 -50 MONITORING cam, :��. : FENCE L_at 2. OaO . / -- --- -.- w WELL INVERTER Drawing Number: LL EXI'STI N G FENCE + �--�-� 16' 10' E C E CP-02 f EXISTING AUG 0 5 2015 PROPOSED BERM PROPOSED BERM GRADE Southold Town Sheet Number: 5 of 12 ENLARGED PLAN SECTION Planning Board SCALE: 1"=40' SCALE: 1"=20' ---- Project Number: 2014034.02 Filename:0:120141BAB-2014034.02 WH ITMAN-SO UTH 0 LD\CADD\CONTRACT PLAN S\G E N E RAL PLAN S12014034_02_CS_GP2.DWG Plot Date: 8/5/2015 10:35 AM Plotted By: ESCOBAR, FLOR / 1 LEGENDGPff �_Ilorr 9,6. C / ' 0 Greenman-Pedersen, Inc./0 ` , 0Engineering and Construction Services 0 t` _1.7 005 / I / I \ i / / ✓ J �. _.... ' 325 W �`~ - -' 1 4:a �r "�"�"�"' �-�- SEDIMENT est Main Street, Babylon, NY 11702 Tel: (631)587-5060 Fax: (631)422-3479 1-•02011 r� �, � -� ,,j � �`1 Sh; i , � � CONTROL LOG 2, 6 /' �� •y / ✓� f •- '"'��� / '/_•''.'sem e .i k Ll C7fl PG \ ✓ f I / / \ / _/ - ✓ - '.• / _ - \ ° 943.s Project Title: xe .5 X 50.00 EXISTING SPOT / r , ....... 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I� t �d11 )1 Ili 1 1�...d ^-('I It1 f .G1 -' ' A..0 _- '- J P LAN s onEXISTING Sun Edisimplifying solar > FENCE (TYP.) (C),2015 SUN EDISON,LLC AND ITS AFFILIATES ALL RIGHTS RESERVED 12500 BALTIMORE AVE BELTSVILLE MD 20705 1 443 909-7200 _/ OXIMATE LIMIT 0FAPPR EXISTING WASTE (TYP.) INSTALL SITE PERIMETSEDIMENT CONTROL LOGS TYP SEE DETAILSA APPROXIMATE LIMIT OF forf XISTING CA TYP.) --- TOPSOIL & SEED AND INSTALL TEMPORARY x SOLAR ARRAY TYP. Cra CURLEX II EROSION CONTROL BLANKETS WITH DISTURBED WORK AREA LIMITS TYP. 2C5 Iorl Sl PROPOSED WORK AREA ACCESS POINT TYP. 1,54 - _..... INSTALL STABILIZED $ \ x516TEMPORARY CONSTRUCTIONP-0ENTRANCE (TYP.) X 50.8 4 DirJ Trail X54,7 "SEE LAN ON THISSHEET. J— 45 U No. Date Description TOPSOIL.& SEED AND-INSTALL TEMPORARY -CURLEX II Drawing Title:EROSION CONTROL BLANKETS WLTHIN WORK AREA•LIMITS AND $ NEATH SOLAR MODULES' i SEDIMENT CONT R OLEROSION AND IT*- Date: 08/04/15 Scale: 1"=50' W 'SOLAR MODULE D-RIPLINE (TYP:)' INSTALL4' WIDE PERMANENT EROSION CONTROL. MATTIN.G . Drawing Number:UNDER SOLAR. MODULE DRIPLINE (TY ) AUG 0 5 2015 ZF] I -I _... 1 CP-03 - 1 Southold TownTYPICAL EROSION CONTROL BLANKETS ZMATTING Planning Bear ENLARGED PLAN Sheet Number: 6 of 12 SCALE. 1 —10 Project Number: 2014034.02 Filename:0:120141BAB-2014034.02 WHITMAN-SOUTHOLDICADDICONTRACT PLANSIEROSION AND SEDIMENT CONTROL PLANS12014034-02—CS—ECP.DWG Plot Date: 8/5/2015 10:36 AM Plotted By: ESCOBAR, FLOR i I MATCH LINE A SEE DWG. NO. CP-05 Greenman-Pedersen, Inc. Can opy 0 Ver Engineering and Construction Services 0 w C X ase -d 325 West Main Street, Babylon, NY 11702 t Tel: (631)587-5060 Fax: (631)422-3479 131 k "anag Berl t Area 17.4 �C� = Fuel Oil Tank Project Title: 0 91- 00 Generator SOUTHOLD LANDFILL mo SOLAR ENERGY I l t _ L t 1�002 PRODUCTION SITE C1 81AX X D ALTERNATE UNDERGROUND \ \„_--_ 8 } 1 I ` t f / �, , I 1� PROPOSE 15ccle 3 ELECTRIC INTERCONNECTION ROUTE I \. §0 o th REQUIRED BY UTILITY SEE CP 05 X 47.4 49.5 6' A� X 0 X WHITMAN -7, 7-) v 0 1 7 PLEASANT HILL ROAD -41 CRANBURY, Na 08512 TEL: (732) 390-5858 V PROPOSED UTILITY X 46 r, FAX: (732) 390-9496 METERING ENCLOSURE BY SUNEDISON PROPOSED UTILITY Palle( Iv METERING CT PT Sun Edison- ---JENCLOSURE BY simplifying solar --se C flan P. 00 c� 0 SUNEDISON (C),2015 SUN EDISON,LLC AND ITS AFFILIATES,ALL RIGHTS RESERVED Slq(�-,k —7. 00--, X 47.3 7) C/76 12500 BALTIMORE AVE. t -1,7 005 UNDERGROUND MV 4�2 h I•pp,In I Biter, BELTSVILLE, MD 20705 -MOUNTED I ) `CABLE BY SUNEDISON 'i 6; Ac. Hox PC (443) 909-7200 PROPOSED PAD } \ 15kV S&C VISTA 201 BY V/ / 1 2, 085 r 4"44)w 4p.5ve.k. Drive SUN EDISON WITH SIGN X 418 PROPOSED Grate TYPE A & B PSE&GLI PMH-3 /IR _11 4 X 41-1.7 EXISTING -'>'------- PROPOSED CUSTOMER X UTILITY \ / }l \ - -.._ _ - ""-'"-_' - _ '=-''"-r%✓ '" -' 5,. METERING CT/PT := POLE #3 — ENCLOSURE BY SUNED X 4-1 ISON 66- 3 U P PROPOSED INVERTER UP �) 3 65 4 SIGN 4 z LOCATION WITH S ;� m\ J Se C EXISTING C CP-07 PEA & B _ OVERHEAD UTILITY . ........... I ILI 13.2kV OVERHEAD 0 LINE L 3� Ori,16' L o t 7,5.000 POV6 5,-- rr-(7i/,.r rtme X 05,2- /I/ J A CCe5S X 443 f TYPICAL PROPOSED 2� \\M J UNDERGROUND -A ------- ELECTRICAL CONDUITS Lot 13001 X 44.6 X _7j/ X5 Sec tion 96�-� _J X EXISTING CHAINLINK FENCE (TYP.) r, 5x ),- __ J CONCRETE CONDUIT UNDER ('1 A� 0 V\ 1, 1 I ENCASED ' ROADWAY. SEE DETAIL -JO6 CONDUIT SUPPORT, BRIDGE ACROSS SWALE ( 1 A SEE DETAIL 5,'�orr;,� P1;qe found /0 ............ ..... ....... BALLAST MOUNTED COMBINER BOX J X co (TYP. OF 9) �Drcl* 0 — —0 LLJ 60 U LLJ N �N 0. Date Description U TYPICAL CONDUITS MOUNTED ON Drawing Title: 0 ► SUPPORTS ALONG TOP -06 X 62,8 OF LANDFILL X k nc. Allonun?cn� UTILITY PLAN-1 f oun d .......... . form Iron Pip e Date: 08/04/15 f' und Scale: 1"=50' C�f/0 in L ii`7k Drawing Number: >1 24k F ------ r _ _ _ LL ___ _ W r , , ; Joon X53,6 96. ( 1' tCP-04 E C E V E X 5��hs 17.8 -k /. 00 8)/0 c ca X 55,6 Z Dirl TrOil AUG 0 5 2015 Lot J. 000 _Z\ X 54,7 Sheet Number: 7 of 12 Southold Town —Z IVY v . ............ Planning Board 2014034.02 Project Number: AA 0 Filename:O:\2014\BAB-2014034-02 WHITMAN-SOUTHOLD\CADD\CONTRACT PLANS\DRAINAGE AND UTILITY PLAN S\2014034-02–CS–DU P.DWG Plot Date: 8/5/2015 10:37 AM Plotted By: ESCOBAR, FLOR MATCH LINE [a SEE DWG. NO. CP-05 GPE Greenman-Pedersen, Inc. Engineering and Construction Services C:) L Lol 26. 00,3 325 West Main Street, Babylon, NY 11702 Tel: (631)587-5060 Fax: (631)422-3479 S4 Project Title: SOUTHOLD LANDFILL 60 SOLAR ENERGY \,J PRODUCTION SITE �� .I I \ PROPOSED ALTERNATE UNDERGROUND ELECTRIC ---- lk INTERCONNECTION ROUTE IF REQUIRED BY THE UTILITY (TYP.) PROPOSED ALTERNATE It V...w ELECTRIC CONNECTION TO EXISTING UTILITY POLE � \ ��� !'� r'"\\1 •I ! r fill: ti EXISTING CHAT kNLINK FENCE (TYP.) N -4/- 11 WHITMAN n, �qX 4511 7 PLEASANT HILL ROAD \ v `� t CRANBURY, NJ 08512 TEL: (732) 390-5858 11FAX: 732 390-9496 54 XA X ii1 0 X 53. simplifying solar Sun Edison 7 6) t' w _ __ �- L_ ! \ � (C),2015 SUN EDISON,LLC AND ITS AFFILIATES,ALL RIGHTS RESERVED f 12500 BALTIMORE AVE. X 52�6 BELTSVILLE, MD 20705 N E X Cox 44. (443) 909-7200 _YYE 61 ,58 L) 61 PROPOSED ALTERNATE 542 UNDERGROUND X ELECTRIC APPROXIMATE LIMIT OF EXISTING CAP (TYP.) II INTERCONNECTION h wGFfAW�N ROUTE IF REQUIRED X 57,5 BY THE UTILITY (TYP.) VV_ DENSE VEGETATION )33 54.3 0 3 APPROXIMATE. LIMIT OF' I;,L ---,EXISTING WASTE (TYP.) X 56.6 I is cy 0 n, AT rA Q) Ch C/�? ink 51.4 EXISTING U , q) Fen ce r v A_� CHAINLINK ��-J t FENCE (TYP.) 50.8 54.9 X Area z �` \ t \✓y � ~` r-- X!5,�,7 S��.e �1�i �1�1 I �k \ .11A X h1 f V C 5 Z8 ZZ f rzzl 0 Z X 55,61 . � 26.477 >\ - 36*33'51 "W t; 0 0 -117 Ili , I J X X�l 7 K66 )4\ X 47A Lo V\ �7 3: (�h Inci q t 0 Can Opy 0 Ver X V\, No. Date Description X nc. 73.7 Solid Waste 1 3� Drawing Title: A- X "_Y� \&\C�, - /1))� Q �) 574� \ 'k, 'I-, a _\ �, -50 Fuel 0// ALTERNATE UTILITY X lank , MATCH LINE B SEE DWG. NO. CP-05 PLAN-2 Gen era I , A y Date: 08104/15 Scale: 1"=40' 01 Scale W LL 0 Drawing Number: th � \ D � � � � � � CP-05 z x4 .4 0 .......... CC A- AUG 0 5 2015 o Sheet Number: 8 of 12 Southold Town it 61 X MATCH LINE A SEE DWG. NO. CP-05 Planning Board ———— Project Number: 2014034.02 Fi lename:0:\20140AB-2 014034.02 WH ITMAN-S 0 UTH OLD\CADD\CONTRACT PLAN S\G E N E RAL PLAN S\2 01403402CSG P3.DWG Plot Date: 8/5/2015 10:38 AM Plotted By: ESCOBAR, FLOR BACKFILL WITH CLEAN FILL FINISHED GRAD_E� Greenman-Pedersen, Inc. WEATHERPROOF UV RESISTANT RUBBER PIPE SUPPORT OR EQUIVALENT (BY ]JEJ Engineering and Construction Services COMPRESSION INSTALLATION CONTRACTOR) ON GRAVEL TO REQUIRED HEIGHT Tel: (631)587-5060 Fax: (631)422-3479 325 West Main Street, Babylon, NY 11702 FITTING 0 ABOVE GROUND FIXED AND/0 STRAIGHT CONDUIT RUNS GREATER THAN 50 FEET MUST ILO FILTER FABRIC TenCate TERMINATIONCONTAIN CONDUIT EXPANSION FITTINGS. INSTALL Project Title: Mirafi@X-Series OR EQUAL ALUMINUM DETECTABLE POINT QUANTITY AND BARREL SETTING IN ACCORDANCE WITH UNDERGROUND WARNING (0 SOUTHOLD LANDFILL NEC SECTION 352.44 AND NEMA GUIDELINES. TAPE 12" WIDE (OR (2) SOLAR ENERGY EXISTING 6" WIDE) BELOW FINISHED 2 GRADE GRADE PVC CONDUIT FOR MEDIUM VOLTAGE 3.0' 6.0' 6.0' 4.0' 3.0' 'u,Rill 77 ---------- --------- CABLES II III=III=III=III= CLEAN FILL PVC CONDUIT FOR ALL MATERIAL SHALL BE WEATHERROOF AND LISTED FOR OUTDOOR INSTALLATION. EARTH PVC CONDUIT NEC 2008 ARTICLE 352 DATA FIBER CABLES WHITMAN SUPPORTS FOR PVC 7 PLEASANT HILL ROAD CRANBURY, NJ 08512 TRADE SIZE MAX DIST BETWEEN TYPICAL MEDIUM VOLTAGE TRENCH DETAIL TEL: (732) 390-5858 FAX: (732) 390-9496 SUPPORTS C�04 SCALE: N.T.S. 1 /211-111 3 Ftun Edison- 1 1 /4"-21' 5 Ft G-7 simplifying solar (C),2015 SUN EDISON,LLC AND ITS 2 1 /2'p-3" 6 Ft AFFILIATES,ALL RIGHTS RESERVED 12500 BALTIMORE AVE. 3 1 /211-511 7 Ft BELTSVILLE, MD 20705 443) 909-7200 6" AND LARGER 8 Ft TYPICAL CONDUIT SUPPORT PROFILE VIEW C�04 SCALE: N.T.S. ELECTRICAL FEEDER, TURN PRECAST ELECTRICAL TOWARD INVERTER VAULT CONCRETE SUPPORT BLOCK METAL VAULT COVER FOR CONDUIT BRIDGE 4" CONCRETE ENCASEMENT 2-1/2- CONDUIT 2-1/2" CONDUIT '� EXISTING ROADWAY SECTION VE EXISTING LANDFILL SECTION ............................... ........................................................................ .......... ................... .................................................................................. ............ ............................ .......... .......... .................. ............................... ................................................................................................................................................................................... ....................... ...................................... AS PER AS-BUILTS ......... ...................................... ............ ......................... ........... ............................................ .................................................... ............................ .......................... ................................... ................. ......................................... .................. ...................................... .................. ........... ....... .......... ..... ....... ................ ........ ..................................... ............... EXISTING ROADWAY SECTION .......................................... ........... AS PER AS-BUILTS ................. ............. ... .............. ............... ............. .............................. .......................... ......................................................................... .............................................. ....................... EXISTING SWALE WIDE VARIES CONDUIT SUPPORT PROFILE- BRIDGE ACROSS SWALE & UNDER ROADWAY �P-04�/O SCALE. N.T.S. WRAP END OF GEOCOMPOSITE DRAINAGE LAYER WITH GEOTEX11LE TO CLOSE GEOCOMPOSITE HEAT SEAM BOTTOM AND TOP OF GEOCOMPOSITE TO GEOTEXTILE (TYP.) 2' 10' oMIN. 47. SLOPE VEGETATION (TYP.) U SL ope V U RECYCLEX TRM-V PERMANENT ES TURF REINFORCEMENT MATTING OR CURLEX II-QUICKMOW. No. Date Description SEE PLAN FOR LOCATIONS ........... Drawing Title: ......... ----------- ............................. .......... ....... . TOPSOIL ... 6" MIN .......... .. ..........................- ........ ........ . ..................... ........................ . ..... .......................... ............. ............ NOTES: 12" BARRIER PROTECTION LAYER MISCELLANEOUS GEOCOMPOSITE DRAINAGE LAYER .............. ................... 0 0 0 DETAILS 0 0 0 0 0 0 0 0 0 0 .... ......... 1. CONTRACTOR SHALL FILL ANY AREAS ENCOUNTERED DURING SOLAR PANEL INSTALL OPERATION THAT INDICATE LESS THAN THE MINIMUM DEPTHS 0 0 0 0 0 0 0 0 0 ,........... _21 SHOWN IN THE TYPICAL CAPPING DETAIL WITHIN THE WORK AREA. 0 0 0 C ............ 12" GAS VENTING LAYER 2. CONTRACTOR SHALL NOT DISTURB THE 12" BARRIER PROTECTION LAYER. ANY WORK REQUIRING STAKING OR STAPLING, SEEDING, ETC. SHALL C) 0 0 0 0 0 0 " TOPSOIL LAYER. 0 CC) 0 Date: 08/04/15 BE WITHIN THE 6 cc) 0 0 0 0 0 3. RECYCLEX TURF REINFORCEMENT MATTING AND CURLEX II-QUICK MOW SHALL BE PLACED OVER GRASS SEED AND TOPSOIL AND ANCHORED INTO TYPE 1 GEOTEXTILE 0 0 0 Scale: AS SHOWN 6" MIN. CONTOUR GRADING MATERIAL LU Drawing Number: LL THE 6" TOPSOIL LAYER USING 4" BIODEGRADABLE E-STAPLES. 60 MIL HDPE TEXTURED GEOMEMBRANE 4. CONTRACTOR SHALL RESTORE AREAS WHERE SHRUB/VEGETATION REMOVAL IS REQUIRED TO MEET TYPICAL CAPPING DETAIL. REFERENCE: TYPICAL CAPPING DETAIL, SOUTHOLD LANDFILL CLOSURE, GENERAL CONSTRUCTION PLANS, SEPTEMBER 2000. WASTE CP-06 z (7TYPICAL CAPPING DETAIL H-E C E I V E o t0 2 _/90 SCALE: N.T.S. AUG 0 5 2015 Sheet Number: 9 of 12 Southold Town ———— Filename:O:\2014\BAB-2014034.02 WHITMAN-SOUTHOLD\CADD\CONTRACT PLANS\MISC TABLES AND DETAILS\2014034-02—PL—MSD-01.DWG Plot Date: 8/5/2015 10:38 AM Plotted By: ESCOBAR, FLOR Planning Board Project Number: 2014034.02 GPE A CONCRETE AND REINFORCING STEEL Greenman-Pedersen, Inc. " NOTES : Engineering and Construction Services 3 M I N. Z325 West Main Street, Babylon, NY 11702 Tel: (631)587-5060 Fax: (631)422-3479 ;.� 1 . ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301 AND ACI 318. Project Title: REINFORCEMENT 2• ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, SOUTHOLD LANDFILL #4@12" 0.C. UNLESS NOTED OTHERWISE. SOLAR ENERGY 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED PRODUCTION SITE OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNLESS NOTED OTHERWISE. M 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH..............3 IN. WHITMAN CONCRETE EXPOSED TO EARTH OR WEATHER: 7 PLEASANT HILL ROAD CRANBURY, NJ 08512 #6 AND LARGER................................ 2 IN. TEL: (732) 390-5858 #5 AND SMALLER & WWF................. 1 1 /2 IN. FAX: (732) 390-9496 ENRON CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: "' SLAB AND WALL................................ 2 IN. Sun Edi `""'�� simplifying solar BEAMS AND COLUMNS.......................2 IN. (C),2015 SUN EDISON,LLC AND ITS 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN AFFILIATES,ALL RIGHTS RESERVED ACCORDANCE WITH ACI 301 SECTION 4.2.4. 12500 BALTIMORE AVE. BELTSVILLE, MD 20705 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S (443) 909-7200 NOTE: WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO 1 . CONTRACTOR TO GRADE AS REQUIRED MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. ('4 RETE INVERTER SLAB PLAN A NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN C 0 N C CP-07 CONCRETE. CP-04 SCALE: N.T.S. 1 '-6" SLAB SIZE DANGER LOCATION A B HIGH VOLTAGE WITHIN INVERTER 30'-0" 10'-0" KEEP OUT 00 TRANSFORMER 12'-0" 10'-0" CUSTOMER SWITCH 4'-0" 4'-0" TYPE A SIGN UTILITY METER 4'-0" 4'-0" 3'-0" NOTE: 1 . EQUIPMENT SLAB SIZE SHALL BE VERIFIED WITH FINAL EQUIPMENT SUBMITTAL PRIOR TO POURING. AUTHORIZED PERSONNEL ONLY ► Sun Edison M simplifying solar r FOR INFORMATION CALL: 888-786-3347 12" THICK CONCRETE FOR EMERGENCY CALL: 911 #4 BARS 12" O.C. EACH SLAB WAY ( ) AY TYP. 3/4" CHAMFER (TYP.) TYPE B SIGN 4 � . % . 5 SIGN DETAILS t .. 4' 4 � * 4• 4 r SCALE: N i .T.S. . .� ' • 4 .J 'A t ' U . . Ar {; 4 -►4 U 1. SIGNS 'A' AND 'B' MUST BE LOCATED AT EYE LEVEL No. Date Description EXISTING GRADE AND LOCATED ON ALL ELECTRICAL EQUIPMENT. j/XDrawing Title: 8"-12" 4" STONE MISCELLANEOUS DETAILS PVC 20MIL LINER MATERIAL UNDER ALL STONE Date: 08/04/15 (7*' CONCRETE SLAB SECTION DETAIL Scale: AS SHOWN CP-07 SCALE: N.T.S. Drawing Number: w LL 5 D ECE qF, CP-07 co aAUG Q 5 2615 Sheet Number: 10 of 12 o Southold ToM,n Planning Board ———— Project Number: 2014034.02 Filename:0:\2014\BAB-2014034.02 WHITMAN-SOUTHOLD\CADD\CONTRACT PLANSWISC TABLES AND DETAILS\2014034-02_PL—MSD-02.DWG Plot Date: 8/5/2015 10:38 AM Plotted By: ESCOBAR, FLOR NOTES: Greenman-Pedersen, Inc. 1 . PRELIMINARY DESIGN FOR DISCUSSION PURPOSES DURING MUNICIPAL Engineering and Construction Services APPROVAL PROCESS. DO NOT USE FOR CONSTRUCTION. REFER TO 325 West Main Street, Babylon, NY 11702 MANUFACTURERS INSTALLATION MANUALS FOR EXACT CONNECTION Tel: (631)587-5060 Fax: (631)422-3479 LOCATIONS AND MOUNTING REQUIREMENTS. 2. SUN EDISON RESERVES THE RIGHT TO PROVIDE AN APPROVED EQUAL Project Title: RACKING SYSTEM. SOUTHOLD LANDFILL 3. DETAILS AND CALCULATIONS FOR THE PROPOSED PANEL FOOTINGS SOLAR ENERGY PRODUCTION SITE SHALL BE PROVIDED TO THE TOWN ENGINEER PRIOR TO A PRE—CONSTRUCTION MEETING. DETAILS AND CALCULATIONS SHALL BE ---- PREPARED BY A NEW YORK LICENSED PROFESSIONAL ENGINEER TO ADDRESS THE STRUCTURAL INTEGRITY OF THE PROPOSED FOOTINGS. 12' MIN. WHITMAN 7 PLEASANT HILL ROAD CRANBURY, NJ 08512 TEL: (732) 390-5858 FAX: (732) 390-9496 ° ° ° C un Edison- simplifying solar -H o (C),2015 SUN EDISON,LLC AND ITS o ° AFFILIATES,ALL RIGHTS RESERVED 0 °° ° 12500 BALTIMORE AVE. BELTSVILLE, MD 20705 SEE CP-09 FOR SEAM (443) 909-7200 STAPLING PATTERN +g ° ° ° FOUNDATIONS BY RACKING LEVEL GROUND ° p > p e a ° . ° MANUFACTURER (TYP.) 4'W± RECYCLEX TRM—V 10'W± CURLEX EROSION PERMANENT CONTROL BLANKET EROSION CONTROL MATTING (ALL OTHER AREAS AS INDICATED ON PLANS BELOW DRIPLINE s TYPICAL LEVEL GROUND RACKING DIMENSIONS CP-0 SCALE: N.T.S. SOLAR PV PANELS ° WON ° 0 0 ° ° 0o ° 0 L11 ° Y U ° w U ° 0 e :m7 ° ° No. Date Description . ° • ° FINISHED GRADE ° e FOUNDATIONS BY RACKING e dd MANUFACTURER (TYP.) e ° RECYCLEX TRM—V Drawing Title: d a e ° d ° n d ° ° e d ° ° d < A d PERMANENT • ° ° EROSION CONTROL MATTING MISCELLANEOUS e ° e e° e ° — — DETAILS Date: 08/04/15 Scale: AS SHOWN NOTE: Drawing Number: RACKING SHOWN ONLY AS GRAPHICAL REPRESENTATION AND BY OTHERS. ACTUAL RACKING MAY VARY. TYPICAL RACKING SYSTEM DETAILS } CP-08m oc� c� � o � � z CP 0 SCALE. N.T.S. a AUG 0 5 2015 Southold Town Sheet Number: 11 of 12 Planning Board ---- Project Number: 2014034.02 Filename:O:120141BAB-2014034.02 WHITMAN-SOUTHOLDICADDICONTRACT PLANSWISC TABLES AND DETAILS12014034-02—PL—MSD-03.DWG Plot Date: 8/5/2015 10:38 AM Plotted By: ESCOBAR, FLOR RECYCLEX TRM-V UNDER SOLAR MODULES ONLY. CURLEX II QuickGRASS IN ALL OTHER 1. STANDARD AND SPECIFICATIONS FOR TOPSOILING 2. STANDARD AND SPECIFICATIONS FOR MULCHING 3. STANDARD AND SPECIFICATIONS FOR DUST CONTROL 4. STANDARD AND SPECIFICATIONS FOR PERMANENT CRITICAL AREAS WHERE INDICATED ON EROSION AND Gpff PURPOSE PURPOSE PURPOSE AREA PLANTINGS SEDIMENT CONTROL PLAN. Greenman-Pedersen Inc. PURPOSE Engineering and Construction Services THE PRIMARY PURPOSE IS TO PROVIDE INITIAL EROSION CONTROL WHILE ' 325 West Main Street, Babylon, NY 11702 TO PROVIDE ACCEPTABLE PLANT COVER GROWING CONDITIONS, THEREBY TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED 3 MIN. _ 1 ROW OF STAPLES, REDUCING EROSION; TO REDUCE IRRIGATION WATER NEEDS; AND TO A SEEDING OR SHRUB PLANTING IS ESTABLISHING. MULCH WILL SOIL SURFACES THAT MAY CAUSE OFF-SITE DAMAGE, HEALTH HAZARDS, TO REDUCE EROSION AND SEDIMENT TRANSPORT. I I REDUCE THE NEED FOR NITROGEN FERTILIZER APPLICATION. REDUCE CONSERVE FLUCTUATION AND BOTH.MODIFY THE CH WILL PREVENT SOIL SOILRATURE END AND TRAFFIC SAFETY PROBLEMS. ( � 12" O.C. Tel: (631)587-5060 Fax: (631)422-3479 CRUSTING AND AID IN WEED CONTROL. MULCH IS ALSO USED ALONE CONDITIONS WHERE PRACTICE APPLIES CONDITIONS WHERE PRACTICE APPLIES FOR TEMPORARY STABILIZATION IN NON-GROWING MONTHS. CONDITIONS WHERE PRACTICE APPLIES THIS PRACTICE APPLIES TO ALL DISTURBED AREAS VOID OF, OR HAVING TOPSOIL IS APPLIED TO SUBSOILS THAT ARE DROUGHTY (LOW AVAILABLE CONDITIONS WHERE PRACTICE APPLIES ON CONSTRUCTION ROADS, ACCESS POINTS, AND OTHER DISTURBED INSUFFICIENT, COVER TO PREVENT EROSION AND SEDIMENT TRANSPORT. Project Title: MOISTURE FOR PLANTS), STONY, SLOWLY PERMEABLE, SALTY OR AREAS SUBJECT TO SURFACE DUST MOVEMENT AND DUST BLOWING / SLOPE CREST ANCHOR EXTREMELY ACID. IT IS ALSO USED TO BACKFILL AROUND SHRUB AND ON SOILS SUBJECT IEROSION SEEDINGS ERE OFF-SITE DAMAGE MAY OCCUR IF DUST IS NOT CONTROLLED. CRITERIA SOUTHOLD LANDFILL TREE TRANSPLANTS. THIS STANDARD DOES NOT APPLY TO WETLAND PLANTINGS. MU CHS USEFUL ON SOILS WITHLOWWH INFILTRATION RATES METHOD "A" (N0 TRENCH SOILS. BY RETARDING RUNOFF DESIGN CRITERIA ALL WATER CONTROL MEASURES WILL BE INSTALLED AS NEEDED PRIOR SOLAR ENERGY TO FINAL GRADING AND SEEDBED PREPARATION. ANY SEVERELY DESIGN CRITERIA CRITERIA CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE COMPACTED SECTIONS WILL REQUIRE CHISELING OR DISKING TO PROVIDE DO NOT NEED TO TRENCH TRM IN IF PRODUCTION SITE AMOUNT OF AREA DISTURBED AT ONE TIME. BUFFER AREAS OF AN ADEQUATE ROOTING ZONE, TO A MINIMUM DEPTH OF 12". THE IT CAN BE EXTENDED A MINIMUM OF 3'-0" 3. PRESERVE EXISTING TOPSOIL IN PLACE WHERE POSSIBLE, THEREBY VEGETATION SHOULD BE LEFT WHERE PRACTICAL. TEMPORARY OR SEEDBED MUST BE PREPARED TO ALLOW GOOD SOIL TO SEED CONTACT, OVER THE CREST OF THE SLOPE. ---- SITE PREPARATION PRIOR TO MULCHING REQUIRES THE INSTALLATION OF PERMANENT STABILIZATION MEASURES SHALL BE INSTALLED. NO WITH THE SOIL NOT TOO SOFT AND NOT TOO COMPACT. ADEQUATE SOIL REDUCING THE NEED FOR ADDED TOPSOIL. NECESSARY EROSION CONTROL OR WATER MANAGEMENT PRACTICES AND SPECIFIC DESIGN CRITERIA IS GIVEN; SEE CONSTRUCTION SPECIFICATIONS MOISTURE MUST BE PRESENT TO ACCOMPLISH THIS. IF SURFACE IS DRAINAGE SYSTEMS. BELOW FOR COMMON METHODS OF DUST CONTROL. POWDER DRY OR STICKY WET, POSTPONE OPERATIONS UNTIL MOISTURE 4. CONSERVE BY STOCKPILING TOPSOIL AND FRIABLE FINE TEXTURED CHANGES TO A FAVORABLE CONDITION. IF SEEDING IS ACCOMPLISHED SUBSOILS THAT MUST BE STRIPPED FROM THE EXCAVATED SITE AND SLOPE, GRADE AND SMOOTH THE SITE TO FIT NEEDS OF SELECTED WITHIN 24 HOURS OF FINAL GRADING, ADDITIONAL SCARIFICATION IS APPLIED AFTER FINAL GRADING WHERE VEGETATION WILL BE MULCH PRODUCTS. WATER QUALITY MUST BE CONSIDERED WHEN MATERIALS ARE SELECTED GENERALLY NOT NEEDED, ESPECIALLY ON DITCH OR STREAM BANKS. ONE STAPLE ROW AT SEAMS ESTABLISHED. FOR DUST CONTROL. WHERE THERE IS A POTENTIAL FOR THE MATERIAL REMOVE ALL STONES AND OTHER DEBRIS FROM THE SURFACE THAT ARE TO WASH OFF TO A STREAM, INGREDIENT INFORMATION MUST BE GREATER THAN 4 INCHES, OR THAT WILL INTERFERE WITH FUTURE 5. REFER TO USDA SOIL CONSERVATION SERVICENATURAL PRESENTLY REMOVE ALL UNDESIRABLE STONES AND OTHER DEBRIS TO MEET THE PROVIDED TO THE LOCAL PERMITTING AUTHORITY. MOWING OR MAINTENANCE. RESOURCE CONSERVATION SERVICE) SOIL SURVEYS OR SOIL ( NEEDS OF THE ANTICIPATED LAND USE AND MAINTENANCE REQUIRED. TRM OVERLAP, 2"-4+' INTERPRETATION RECORD SHEETS FOR FURTHER SOIL TEXTURE SOIL AMENDMENTS SHOULD BE INCORPORATED INTO THE UPPER 2 " INFORMATION FOR SELECTING APPROPRIATE DESIGN TOPSOIL DEPTHS. APPLY MULCH AFTER SOIL AMENDMENTS AND PLANTING IS CONSTRUCTION SPECIFICATIONS INCHES OF SOIL WHEN FEASIBLE. THE SOIL SHOULD BE TESTED TO 6 E-STAPLE BIODEG ADABLE ACCOMPLISHED OR SIMULTANEOUSLY IF HYDROSEEDING IS USED. DETERMINE THE AMOUNTS OF AMENDMENTS NEEDED, APPLY GROUND ANC ORING STAPLE WHITMAN SITE PREPARATION A. NON-DRIVING AREAS - THESE AREAS USE PRODUCTS AND AGRICULTURAL LIMESTONE TO ATTAIN A PH OF 6.0 IN THE UPPER 2 SELECT APPROPRIATE MULCH MATERIAL AND APPLICATION RATE OR MATERIALS APPLIED OR PLACED ON SOIL SURFACES TO PREVENT INCHES OF SOIL. IF SOIL MUST BE FERTILIZED BEFORE 7 PLEASANT HILL ROAD 1. AS NEEDED, INSTALL EROSION CONTROL PRACTICES SUCH AS DIVERSIONS, MATERIAL NEEDS. DETERMINE LOCAL AVAILABILITY. AIRBORNE MIGRATION OF SOIL PARTICLES. CHANNELS, SEDIMENT TRAPS, AND STABILIZING MEASURES, OR MAINTAIN CRANBURY, NJ 08512 SELECT APPROPRIATE MULCH ANCHORING MATERIAL. VEGETATIVE COVER - FOR DISTURBED AREAS NOT SUBJECT TO NEEDS,APPLY COMMERCIAL AL FERTILI ER AAT 600 LBS. PER OF bR ftZl /, \ \ \ TEL: (732 390-5858 IF ALREADY INSTALLED. � �� ��/ FAX: (732) 390-9496 TRAFFIC, VEGETATION PROVIDES THE MOST PRACTICAL METHOD OF 10-10 OR EQUIVALENT. IF MANURE IS USED, APPLY A QUANTITY TO ��� �/ 'BLANKETS ABUT TOGETHER NOTE: THE BEST COMBINATION FOR GRASS/LEGUME ESTABLISHMENT IS DUST CONTROL MEET THE NUTRIENTS OF THE ABOVE FERTILIZER. THIS REQUIRES AN // �/� 2. COMPLETE ROUGH GRADING AND FINAL GRADE, ALLOWING FOR DEPTH OF APPROPRIATE MANURE ANALYSIS PRIOR TO APPLYING TO THE SITE. DO / / / \� TOPSOIL TO BE ADDED. STRAW (CEREAL GRAIN) MULCH APPLIED AT 2 TON/ ACRE (90 NOT USE MANURE ON SITES TO BE PLANTED WITH BIRDSFOOT TREFOIL �r"1 LBS./t000SQ.FT.) AND ANCHORED WITH WOOD FIBER MULCH MULCH (INCLUDING GRAVEL MULCH) - MULCH OFFERS A FAST 3. SCARIFY ALL COMPACT, SLOWLY PERMEABLE, MEDIUM AND FINE (HYDROMULCH) AT 500 - 750 LBS./ACRE (11 - 17 LBS./1000 SQ. FT.). EFFECTIVE CONTROL BLANKETS. OR IN THE PATH OF CONCENTRATED WATER FLOW. Sun Edison- 1L THE WOOD FIBER MULCH MUST BE APPLIED THROUGH A HYDROSEEDER TEXTURED SUBSOIL AREAS. SCARIFY AT APPROXIMATELY RIGHT ANGLES SEED MIXTURES MAY VARY DEPENDING ON LOCATION WITHIN THE STATE STAPLE THROUGH Wt simplifying solar TO THE SLOPE DIRECTION IN SOIL AREAS THAT ARE STEEPER THAN 5 IMMEDIATELY AFTER MULCHING. SPRAY ADHESIVES - THESE ARE PRODUCTS GENERALLY COMPOSED AND TIME OF SEEDING. GENERALLY, WARM SEASON GRASSES SHOULD PERCENT. AREAS THAT HAVE BEEN OVERLY COMPACTED SHALL BE OF POLYMERS IN A LIQUID OR SOLID FORM THAT ARE MIXED WITH ONLY BE SEEDED DURING EARLY SPRINGSOIL , APRIL TO MAY. THESE BOTH (C),2015 SUN EDISON,LLC AND ITS OR CCHISEL PLOW PRIORNTOUMOPSOTLIINGF 12 INCHES WITH A DEEP RIPPER WATER SURFACEOFORM AN WITH TYPICALIHLSION THAT IS SPRAYED YDROSEEDNG EQUIPMENT. NTHETHE MIXING GRASSES ARE PRIMARILY USED FOR VEGETATING EXCESSIVELY DRAINED SIDE SEAM OVERLAP BLANKETS/MATTING SIDE SEAM ABUT AFFILIATES,ALL RIGHTS RESERVED RATIOS AND APPLICATION RATES WILL BE IN ACCORDANCE WITH THE SANDS AND GRAVELS. STAPLE DETAIL STAPLE DETAIL 12500 BALTIMORE AVE. MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC SOILS ON USE SEED MIX 6 AS PER TABLE 3.1 PERMANENT CRITICAL AREA BELTSVILTI OR 20705 4. REMOVE REFUSE, WOODY PLANT PARTS, STONES OVER 3 INCHES IN THE SITE. IN NO CASE SHOULD THE APPLICATION OF THESE # DIAMETER, AND OTHER LITTER. ADHESIVES BE MADE ON WET SOILS OR IF THERE IS A PROBABILITY PLANTING MIXTURE RECOMMENDATIONS AS SHOWN ON PAGE 3.7 OF THE OF PRECIPITATION WITHIN 48 HOURS OF ITS PROPOSED USE. "NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND (443) 909-7200 TOPSOIL MATERIALS MATERIAL SAFETY DATA SHEETS WILL BE PROVIDED TO ALL SEDIMENT CONTROL AUGUST 2005" AND AS FOLLOWS: APPLICATORS AND OTHERS WORKING WITH THE MATERIAL. 1. TOPSOIL SHALL HAVE AT LEAST 6 PERCENT BY WEIGHT OF FINE SEED MIXTURE VARIETY RATE IN LBS. RATE 12" O.C. AT TEXTURED STABLE ORGANIC MATERIAL, AND NO GREATER THAN 20 B. DRIVING AREAS - THESE AREAS UTILIZE WATER, POLYMER IN MIX #6 PER ACRES LBS SLOPE PERCENT. MUCK SOIL SHALL NOT BE CONSIDERED TOPSOIL. TRAFFIC SURFACE BARRIERS NTOO PREVENT DUST MOVEMENT FROM THE PER 000 3' MIN. CHANGE 2. TOPSOIL SHALL HAVE NOT LESS THAN 20 PERCENT FINE TEXTURED SF MATERIAL (PASSING THE NO. 200 SIEVE) AND NOT MORE THAN 15 SPRINKLING - THE SITE MAY BE SPRAYED WITH WATER UN11L THE CREEPING RED FESCUE ENSYLVA, PERCENT CLAY. SURFACE IS WET. THIS IS ESPECIALLY EFFECTIVE ON HAUL ROADS PENNLAWN, BOREAL 20 .45 AND ACCESS ROUTES. TALL FESCUE KY 31, REBEL 20 .45 3. TOPSOIL TREATED WITH SOIL STERILANTS OR HERBICIDES SHALL BE SO PERENNIAL RYEGRASS PENNFINE, LINN 5 .10 /\ IDENTIFIED TO THE PURCHASER. POLYMER ADDITIVES - THESE POLYMERS ARE MIXED WITH WATER AND BIRDSFOOT TREFOIL EMPIRE, PARDEE 10 .45 APPLIED TO THE DRIVING SURFACE BY A WATER TRUCK WITH A 4. TOPSOIL SHALL BE RELATIVELY FREE OF STONES OVER 1 1/2 INCHES IN GRAVITY FEED DRIP BAR, SPRAY BAR OR AUTOMATED DISTRIBUTOR \/ TRUCK. THE MIXING RATIOS AND APPLICATION RATES WILLIN : DIAMETER, TRASH, NOXIOUS WEEDS SUCH AS NUT SEDGE AND ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.. TIME OF SEEDINGPERMANENT SEEDINGS MAY BE MADE ANY TIME OF QUACKGRASS, AND WILL HAVE LESS THAN 10 PERCENT GRAVEL. INCORPORATION OF THE EMULSION INTO THE SOIL WILL BE DONE TO YEAR IF PROPERLY MULCHED AND ADEQUATE MOISTURE IS PROVIDED. \ \ \ THE APPROPRIATE DEPTH BASED ON EXPECTED TRAFFIC. LATE JUNE THROUGH EARLY AUGUST IS NOT A GOOD TIME TO SEED, BUT 5. TOPSOIL CONTAINING SOLUBLE SALTS GREATER THAN 500 PARTS PER COMPACTION AFTER INCORPORATION WILL BE BY VIBRATORY ROLLER MAY FACILITATE COVERING THE LAND WITHOUT ADD11IONAL DISTURBANCE MILLION SHALL NOT BE USED. TO A MINIMUM OF 957. THE PREPARED SURFACE SHALL BE MOIST IF CONSTRUCTION IS COMPLETED. PORTIONS OF THE SEEDING MAY FAIL �\ " AND NO APPLICATION OF THE POLYMER WILL BE MADE IF THERE IS A DUE TO DROUGHT AND HEAT. THESE AREAS MAY NEED RESEEDING IN APPLICATION AND GRADING PROBABILITY OF PRECIPITATION WITHIN 48 HOURS OF ITS PROPOSED LATE SUMMER/FALL OR THE FOLLOWING SPRING. 12" O.C. AT USE. MATERIAL SAFETY DATA SHEETS WILL BE PROVIDED TO ALL BOTTOM OF 1. TOPSOIL SHALL BE DISTRIBUTED TO A UNIFORM DEPTH OVER THE AREA. APPLICATORS WORKING WITH THE MATERIAL. PERMANENT SEEDING SHOULD OPTIMALLY BE UNDERTAKEN IN THE SPRING IT SHALL NOT BE PLACED WHEN IT IS PARTLY FROZEN, MUDDY, OR ON FROM MARCH THROUGH MAY, AND IN LATE SUMMER AND EARLY FALL SLOPE FROZEN SLOPES OR OVER ICE, SNOW, OR STANDING WATER PUDDLES. BARRIERS - WOVEN GEOTEX11LES CAN BE PLACED ON THE DRIVING FROM SEPTEMBER TO OCTOBER 15. DURING THE PEAK SUMMER MONTHS SURFACE TO EFFECTIVELY REDUCE DUST THROW AND PARTICLE AND IN THE FALL AFTER OCTOBER 15, WHEN SEEDING IS FOUND TO BE MIGRATION ON HAUL ROADS. STONE CAN ALSO BE USED FOR IMPRACTICABLE, AN APPROPRIATE TEMPORARY MULCH SHALL BE 2. TOPSOIL PLACED AND GRADED ON SLOPES STEEPER THAN 5 PERCENT CONSTRUCTION ROADS FOR EFFECTIVE DUST CONTROL APPLIED. PERMANENT SEEDING MAY BE UNDERTAKEN DURING THE BOTTOM OF SLOPE TERMINATION SHALL BE PROMPTLY FERTILIZED, SEEDED, MULCHED, AND STABILIZED BY SUMMER IF PLANS PROVIDE FOR ADEQUATE WATERING. TEMPORARY "TRACKING" WITH SUITABLE EQUIPMENT. WINDBREAK - A SILT FENCE OR SIMILAR BARRIER CAN CONTROL AIR SEEDING WITH RYE CAN BE UTILIZED THROUGH NOVEMBER. CURRENTS AT INTERVALS EQUAL TO TEN TIMES THE BARRIER HEIGHT. 3. APPLY TOPSOIL IN THE FOLLOWING AMOUNTS: PRESERVE EXISTING WIND BARRIER VEGETATION AS MUCH AS METHOD OF SEEDING: BROADCASTING, DRILLING, CULTIPACK TYPE 1 EROSION C 0 N TR 0 L MATTING BLANKET ANCHORING PRACTICAL. SEEDING, OR HYDROSEEDING ARE ACCEPTABLE METHODS. PROPER SOIL MINIMUM TOPSOIL SITE CONDITIONS INTENDED USE TO SEED CONTACT IS KEY TO SUCCESSFUL SEEDINGS. CP-O3 SCALE: N.T.S. DEEP SAND OR LOAMY SAND MOWED LAWN 6 IN. ALL STORMWATER POLLUTION PREVENTION PLANS MUST CONTAIN THE TALL LEGUMES, UNMOWED 2 IN. NYS DEC ISSUED "CONDITIONS FOR USE" AND "APPLICATION MULCHING: MULCHING IS ESSENTIAL TO OBTAIN A UNIFORM STAND OF TALL GRASS, UNMOWED 1 IN. INSTRUCTIONS" FOR ANY POLYMERS USED ON THE SITE. THIS SEEDED PLANTS. OPTIMUM BENEFITS OF MULCHING NEW SEEDINGS ARE 0 = Staple Placement INFORMATION CAN BE OBTAINED FROM THE NYS DEC WEBSITE. OBTAINED WITH THE USE OF SMALL GRAIN STRAW APPLIED AT A RATE OF 2 TONS PER ACRE, AND ANCHORED WITH A NETTING OR TACKIFIER. DEEP SANDY LOAM MOWED LAWN 5 IN. MAINTENANCE SEE PAGE 3.30 OF THE "NEW YORK STANDARDS AND SPECIFICATIONS Curlex Sediment Log TALL LEGUMES, UNMOWED 2 IN. FOR EROSION AND SEDIMENT CONTROL AUGUST 2005" FOR MULCH TALL GRASS, UNMOWED NONE .CHOICES AND REQUIREMENTS MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS ARE STABILIZED. SIX INCHES OR MOWED LAWN 4 IN. IRRIGATION: WATERING MAY BE ESSENTIAL TO ESTABLISH A NEW �'' < `};fix .`;€ „ , • ,.. •��, k �<;> >. „� MORE SILT LOAM, TALL LEGUMES, UNMOWED 1 IN. SEEDING WHEN A DROUGHT CONDITION OCCURS SHORTLY AFTER A NEW ,�-'�._;� '�W�l,, ,} r r3., �`;; ��<'• .Ct ;�`� `,,:` > ' ._ >�` LOAM, OR SILT TALL GRASS, UNMOWED 1 IN. SEEDING EMERGES. IRRIGATION IS A SPECIALIZED PRACTICE AND CARE ' > '..:d' f` "lx :51� .• ``u\} ` r %;.<' `, .t 3, MUST BE TAKEN NOT TO EXCEED THE APPLICATION RATE FOR THE SOIL ' K I " OR SUBSOIL. WHEN DISCONNECTING IRRIGA11ON PIPE, BE SURE PIPES 12" ARE DRAINED IN A SAFE MANOR, NOT CREATING AN EROSION CONCERN. 0 GRASS TYPES TO BE USED AT THE ENTRANCE AND ALONG THE ACCESS � •� M.",; { '�: ,, ,`}",, s�' J `"+ .C:X.%1,1' :.XiC::�.+'�'.,��,� ``3i .s�A• iRi DRIVE SEE SHEET C-102 •€' �. .w �•: 'S;•. -PURPLE LOVEGRASS (ERAGROSTIS SPECTABILIS) Curlex Sediment Log •SWITCHGRASS (PANICUM VIRGATUM) Staple inserted \\ *LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM) <h, through netting only, Curlex Sediment Logs Adjoined not Curlex material 5o'fu11N- I EXISTING Nom . . . t> ><. . . > t,< >`>`Y`S`S`}•Y / ..:: • , %�///�/\.��i SEED IMMEDIATELYPAVEMEN AFTER STOCKPILING ',�::;, •'��;}'� ..`�:t��, \:;`.;V A,'%>. > EXSTING. FILTER MOUNTABLE } CLOTH GROUND PROFILE /� a a•�3. '::.. > '> SR;: 0, LU w D 10MIN. DOWNGRADE .: ' ' • eieS<}[ <'< <I{<EXISTIN GROUN < > 1 ' IN. EXISTING 2 u \PAVEMENT ('11 CURLER SEDIMENT LOG STAPLE PATTERN ELM VIEW MIN. No. Date Description CONSTRUCTION SPECIFICATIONS SCALE. N.T.S. 1. STONE SIZE - USE 2" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT TEMPORARY TOPSOIL STOCKPILE CP-03 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE 30 FOOT SCALE: N.T.S. Drawing Title: MINIMUM LENGTH WOULD APPLY) 4• THICKNESS DTH - TWELVET12FOOT MINIMUM TH SAN SIX 6)BUT NOT LESS THAN E FULL WIDTH AT POINTS WHERE INCHES NOTES: MISCELLANEOUS INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) IF SINGLE ENTRANCE TO SITE GENERAL SEQUENCE OF CONSTRUCTION: DURATION 1. CONTRACTOR SHALL USE E-STAPLE IN CONJUNCTION WITH CURLEX SEDIMENT LOGS, CURLEX 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE II AND RECYCLEX-TRM-V AS MANUFACTURED BY AMERICAN EXCELSIOR COMPANY OR DETAILS 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION 1. INSTALL TRACKING PADS AND SILT/CONSTRUCTION FENCE 3 DAYS APPROVED EQUAL AND ACCORDING TO MANUFACTURERS INSTALLATION REQUIREMENTS. ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE 2. CONSTRUCT ACCESS DRIVEWAY AND INSTALL 1 WEEK 2. E-STAPLE SHALL BE 1" X 6", U-SHAPED, 11 GUAGE WIRE, OR 2" X 8", U-SHAPED, 8 BERM WITH 5:1 SLOPES WILL BE PERMITTED. PERMANENT PERIMETER EROSION CONTROL 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT 3. CONSTRUCT SOLAR PANELS 8 WEEKS GAUGE WIRE. TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, INSTALL POSTS AND RACKS 3. STAPLES SHALL BE INSTALLED 24" APART ON EACH SIDE OF THE CURLEX SEDIMENT LOG. Date: 08/04/15 DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED • EXCAVATE FOR UNDERGROUND WIRING CONDUIT AND INSTALL CONDUIT THE TWO ROWS OF STAPLES SHALL BE STAGGERED BY 12" ALONG THE LENGTH OF THE • CONSTRUCT CONCRETE PADS FOR ELECTRICAL EQUIPMENT Scale: AS SHOWN IMMEDIATELY INSTALL PANELS AND WIRING 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH STONE AND RUN WIRES FROM PANELS THROUGH CONDUITS CURLEX SEDIMENT LOG. INSTALLATION OF ONE CURLEX SEDIMENT LOG SHALL INCLUDE ONE W WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. CONNECT ELECTRICAL COMPONENTS TOGETHER STAPLE ON EACH END OF THE PRODUCT. ALL STAPLES SHALL BE FULLY INSERTED INTO Drawing Number: 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 0 CONNECT TO SWITCHGEAR AND GRID THE SUBGRADE BELOW THE CURLEX SEDIMENT LOG AT 6" MAXIMUM DEPTH. 6. STABILIZE GROUND UNDER PANELS AND ANY LANDSCAPE AREAS THAT HAVE 4. ADJOIN TWO CURLEX SEDIMENT LOGS BY PLACING STAPLES THROUGH THE NETTING OF BOTH mERODED 2 DAYS SIDES OF THE PRODUCTS. CP-09 z 5. SEDIMENT LOGS AND ANCHORING SHALL NOT BE USED IN SWALE APPLICAT NS AND ONLY Q WHERE INDICATED ON THE EROSION AND SEDIMENT CONTROL PLAN. p 8 STABILIZED TEMPORARY CONSTRUCTION ENTRANCE 6. STAKES SHALL NOT BE USED. Sheet Number: 12 of 12 P-03 ESTIMATED START DATE: MAY 2015 AUG 0 5 2015 Project Number: 2014034.02 CSCALE: N.T.S. ESTIMATED DURATION OF CONSTRUCTION: 13 WEEKS ---- Southold Town Filename:O:120141BAB-2014034.02 WHITMAN-SOUTHOLDICADDICONTRACT PLANSWISC TABLES AND DETAILS\2014034-02-PL-MSD-04.DWG Plot Date: 8/5/2015 10:39 AM Plotted By: ESCOBAR, FLOR I�I� DESCR/P TION.• DESCRIPTION OF LOT 17.005, BLOCK 1.00, SECTION 96.00 SURVEY REFERENCE.' ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND SITUATE, LYING AND BEING AT CUTCHOGUE IN THE AERIAL TOPOGRAPHY PROVIDED BY GEOMAPS INTERNATIONAL, BETHPAGE, NY. PHOTO DATE OF SEPTEMBER 12, 2014. 9� o TOWN OF SOUTHOLD, COUNTY OF SUFFOLK AND STATE OF NEW YORK, BOUNDED AND DESCRIBED AS FOLLOWS: -MAW BEGINNING at a point on the westerly sideline of Middle Road (oko C.R. 48) where said sideline is intersected by the dividing line between Lot 18.002 and Lot 17.005, both in Block 1.00 of Section 96.00 -S " E and running thence -� 6158'11 SURVEY NOTES.' COX L 61.52 + 1. Along the said northwesterly sideline, South 24 degrees 09 minutes 00 seconds West, a distance of UNAUTHORIZED ALTERATIONS OR ADDITIONS TO A LAND SURVEYING DRAWING BEARING A LICENSED PROFESSIONAL LAND '- 288.77 feet to a point; thence SURVEYOR'S SEAL IS A VIOLATION OF ARTICLE 145, SECTION 7209 PARAGRAPH 2 OF THE NEW YORK STATE EDUCATION LAW. " E • e1, 66 ■°•° 2. Still along the said northwesterly sideline, along a tangent curve concave Northwesterly, having o S 62 30 33 y `'� x °° X ►Nw radius of 11399.16 feet, a central angle of 00 degrees 08 minutes 24 seconds, a chord bearing of ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE 75.00' X6r.0 07,11South 24 degrees 13 minutes 12 seconds West and a distance of 27.80 feet, an arc distance of 27.85 SURVEYOR'S ORIGINAL WORK AND OPINION. _ I I a feet to a point; thence CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT \ 3. Along a northeasterly line of Lot 13.001 in Block 1.00 of Section 96.00, North 39 degrees 28 EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND minutes 27 seconds West, a distance of 75.43 feet to a point; thence SURVEYORS, INC. THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TiTLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. I ° • X669 4. Along the northeasterly lines of Lots 13.001, 14.000, 15.000, and 16.000 in Block 1.00 of Section 11 96.00, North 58 degrees 11 minutes 34 seconds West, a distance of 409.27 feet to a point; thence CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. X6•• 5. Along the northwesterly lines of Lots 16.000 and 13.001 in Block 1.00 of Section 96.00, South 19 SUBJECT PROPERTY IS LOCATED WITHIN ZONE °X° (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE e6`S l- degrees 27 minutes 23 seconds West, a distance of 301.19 feet to a point; thence FLOODPLAIN) BY THE SECRETARY OF HOUSING AND URBAN DEVELOPMENT AS DELINEATED UPON NATIONAL FLOOD INSURANCE 4, PROGRAM, FLOOD INSURANCE RATE MAP NOS. 36103CO142H, 36103CO144H, 36103CO161H, AND 36103CO163H WITH A DATE OF 6. Along the southwesterly lines of Lots 13.001 and 11.001 in Block 1.00 of Section 96.00, South 56 N IDENTIFICATION OF SEPTEMBER 25, 2009, 2007, FOR COMMUNITY NUMBER 360813 (TOWN OF SOUTHOLD), IN SUFFOLK COUNTY, Chain Link U I degrees 58 minutes 37 seconds East, a distance of 103.12 feet to a point; thence .- .- .- 00 STATE OF NEW YORK, WHICH ARE THE CURRENT FLOOD INSURANCE RATE MAPS FOR THE COMMUNITY IN WHICH SAID Fence O PROPERTY IS SITUATED. -\a 7. Along the northwesterly lines of Lots 9.000 and 3.000 in Block 1.00 of Section 96.00, South 25 REVISIONS degrees 06 minutes 03 seconds West, a distance of 312.18 feet to a point; thence THERE ARE NO DIVISION OR PARTY WALLS ALONG THE BOUNDARY LINES OF THE SUBJECT PROPERTY. X017 < •� -1 8. Along a northeasterly line of Lot 2.000 in Block 1.00 of Section 96.00, North 55 degrees 22 minutes AREAS OF THE SITE HAVE BEEN USED AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL I 4 0 47 seconds West, a distance of 22.53 feet to a point; thence 9. Still along a northeaster) line of Lot 2.000 in Block 1.00 of Section 96.00, North 56 degrees 31 THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE I � 9 Y 9 ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS OR ` ' minutes 37 seconds West, a distance of 480.80 feet to a point; thence ENCROACHMENTS ARE NOT COVERED BY THIS CERTIFICATE. I 10. Still along a northeasterly Zine of Lot 2.000 in Block 1.00 of Section 96.00, North 55 degrees 16 HORIZONTAL DATUM IS NAD'83. VERTICAL DATUM IS NAVD'88. minutes 37 seconds West, a distance of 965.23 feet to a point; thence CONTOURS HAVE AONE-FOOT INTERVAL 11. Along a southeasterly line of Lot 6.001 in Block 3.00 of Section 83.00, North 31 degrees 41 minutes \ \ ' • e •"- # 14 seconds East, a distance of 558.72 feet to a point; thence �p \\ 12. Along a northeasterly line of Lot 6.001 in Block 3.00 of Section 83.00, North 57 degrees 58 in \ �� r minutes 05 seconds West, a distance of 518.71 feet to a point; thence f \ Dirt # 13. Along a southeasterly line of Lot 6.001 to Block 3.00 of Section 83.00, North 58 degrees 22 minutes 25 seconds East, a distance of 387.99 feet to a point; thence Section 84.00 W 11t.1 14. Along a northeasterly line of Lot 6.001 in Block 3.00 of Section 83.00, North 59 degrees 17 Block 3.00 ° a minutes 40 seconds West, a distance of 469.54 feet to a point; thence N o cp n7 15. Along a southeasterly line of Lot 4.007 in Block 3.00 of Section 83.00, North 30 degrees 42 Lot 1.001 ^ (0 \f ^ 1 = 1 4 minutes 20 seconds East, a distance of 694.10 feet to a point; thence ^ Section 84.00 \ill / �I(Ji \ X Section 84.00 16. Along a southwesterly line of Lot 1.001 in Block 3.00 of Section 84.00, South 62 degrees 12 N 319502.38 P Z r1 1 minutes 15 seconds East, a distance of 507.89 feet to a point; thence �� � Block 1.00 III ° 4 � I, +� Block 1.00 E 1397167.64 �• L N 17. Along a northwesterly line of Lot 2.000 in Block 3.00 of Section 84.00, South 43 degrees 06 o+ Lot 32.001 �` p Lot 26.003 507.89minutes 45 seconds West, a distance of 303.70 feet to o point; thence E • $ 6272'15" ✓j r-- rui� � ^1 ;' 18. Along the southwesterly line of Lot 2.000 in Block 3.00 of Section 84.00, South 58 degrees 45 minutes 15 seconds East, a distance of 203.19 feet to a point; thence IIIA 19. Along southwesterly lines of Lots 3.000 and 5.000 in Block 3.00 of Section 84.00, South 59 degrees 36 minutes 05 seconds East, a distance of 826.23 feet to a point; thence \� 20. Along a southeasterly line of Lot 5.000 in Block 3.00 of Section 84.00, North 37 degrees 26 minutes 25 seconds East, a distance of 565.36 feet to a point; thence REVISIONS 21. Along the southwesterly sideline of Cox Lane, South 62 degrees 30 minutes 33 seconds East, a distance of 75.00 feet to a point; thence O 22. Along a northwesterly line of Lot 32.001 in Block 1.00 of Section 84.00, North South 37 degrees 26 M minutes 25 seconds West, a distance of 598.55 feet to a point; thence .. . p Section 84.00 \ 23. Along a northeasterly line of Lot 32.001 in Block 1.00 of Section 84.00, North 45 degrees 43 minutes OS seconds West, a distance of 41.40 feet to a point; thence W Section 84.00 Section 84.00 Block J. X"' 24. Along a westerly line of Lot 32.001 in Block 1.00 of Section 84.00, South 21 degrees 07 minutes m Q IIS `II i 1 0 45 seconds West, o distance of 101.28 feet to a point; thence O- 3. Block 00 Block 3.00 Lot 5 II 1 I o J� ' %617 25. Along a southwesterly line of Lot 32.001 In Block 1.00 of Section 84.00, South 58 degrees 58 LL_2.001 Lot 3.000 ¢ � minutes 55 seconds East, a distance of 439.29 feet to a point; thence N 54305 \ 1( ( o I \ x 26. Along a southeasterly line of Lot 32.001 in Block 1.00 of Section 84.00, North 27 degrees 58 S 5936'05" E 368.90' " 11 \ 41 W �_ \ ' XNA 1 minutes 51 seconds East, a distance of 702.35 feet to a point; thence Conc. Monument 457.33' "' /� �i �,.. �\\� I XSection 96.00 27• Along the southwesterly sideline of Cox Lane, South 61 degrees 58 minutes 11 seconds East, a CD Found S 59:36 05" E ll \ I ' / distance of 61.52 feet to a point; thence 00 / t Block 1.00 203.19' �'� �� � 1 Ol�'r � ��� 28. Along a northwesterly line of Lot 26.003 in Block 1.00 of Section 84.00, South 27 degrees 58 �� CD S ,58-45'15" E / ill\ •� Lot 20.001 minutes 51 seconds West, a distance of 705.56 feet to a point; thence (D / ,", 1\` xbs ` loth Found 29. Along a southwesterly line of Lot 26.003 in Block 1.00 of Section 84.00, South 58 degrees 58 X"7 "�A10N minutes 56 seconds East, a distance of 182.18 feet to a point; thence -� ^o Lath Found U�UJ ° v = S 5838'5 439:29 30. Along the northwesterly lines of Lots 20.001, 19.001, 18.003, and 18.002 in Block 1.00 of Section N ,nX ,4) w 96.00, South 21 degrees 32 minutes 54 seconds West, a distance of 437.42 feet to a point; thence N U �- X17.7 V� 11 31. Along the southwesterly line of Lot 18.002 in Block 1.00 of Section 96.00, South 62 degrees 25 C, y minutes 57 seconds East, a distance of 244.42 feet to a point or place of BEGINNING. in M :--_�.: 38'48' b o o 00 to 0 _ o CD i i- 6.1%o` co LU 50 k-ol o T k in N AA 1 Nlls Section 96.00 C) Section 83.00 0 = \\ \� •^�' ecyt;ling IBlock 1.00 o Block 3.00 z \\\ \ \\ d XO.7 a OG o "ex Lot 4.001 \\ � \ Lot 19.001 0 0- XUA \\ qS36*33'51"W 1 / / 26.42 •`� U5 Masonry Sound \ \ , l Cess Barrier Wal/ u \ \ + o B Acre X Section 96.00 POS' XNA Shed � Block 1.00 N 317521.85 ' � f Lot 18.003 E 1398917. , I \ % ° Canopy Over I I n Solid Waste Management Area I I Fuel Oil ii \ I l U' Tank II � ) �" • o \ Se ti 9 .00 I 1 n o Generator \ B 1X� • I 11 717% / I \ 7./ r o/ / / / I I \ �1\ L t 1 002 e :. '• I I \ - N 5977'40" W 469-54' I I I I \�l '' n \ 1 \ \ ' j SII VIII \ ,� J � II \ ° a Xd II IIII �V I�l o% ° A-- SC � % �� `'1 1 � I I I I I IIII IIII 1\ �/ . / \ \ / / i I ( � / / � • .\ - a _ 1 � n' I 111 II I I I I I ' \ �,• 1 \ \\\ / / / I 11 / \\� rt III I X{7.4 \ Trailer \ A Inle ° \ a °• � � ., .� .. x4U . n t � _ � Section 83.00 Block 3.00 X+s• MU It` I a (( �/° / / �s Lot 6.001 �i�' II II IIIII��\ I / Paved Drl o x1u e �^ •> r >I I �! IIII ( ( I o II IIII II11 \ 1 � \ / \ \ \.,5� l I 111 : �� / / � (� �� 'Sec-tioni i I l i -ti 11 9 .00 / / o X,� � I , , � 3 . 111`11 � I � � � � B/O k�0 / I I \ :W -� I ( / / T r "�DPP Ai II I I I III 1\\\ Ill \ 1 I \ \ \ �.t X05 / � � Shipping _ / Bituminou �' I re =&1.9201 ."�� Box P Ing / J \ 2,685,08 F / / / / // ,5 C Pave ,Drive Rsa6 x1°• �' .,�' GrateXVIA v. if) X40 Grote , X60 �7 X+ I L Chain Link Fence �. EJ 1 \\\\ \ \ i�j /j��,�� 1 - x N 3 28� p \ I R=127806' I J / / i/ 1 ?� L-27.80 \\\ -J/ll // d/ 1 / xu6 Paved Lone zz- _� \\ \ / / / ��/ �j S 1 5 _� > / / / x1u ___-N 5 D=00823" , �..- Ox ((���\\ a\\�\�\ ✓ / 1 � �_� �' / / m/�f J UP UP# ° I C=27.80' °° . .... %666 �/ / , S 2473'12" W �� \\\ �. /� �� --�.. ect n 96.00 Y a "':.....•... ....a .w_ xer.. Dirt Trail -� / ✓ /. \ w , �� \ / LAS i 1 I�C/ \-� Section 8/O le 1.00 \ Frome N 5758'05" W 518.71 I 1 \ \ ?I\ /}. /f o t e \ � � ! t"� \ \\ 1 �l FL�� Cl Block 1. 0 L 1 .€Io0 ` ye ) /j C -� 1� 1 Lot 15.00 X41,11 I Church ' ' I 1 I 1 �ronitor%ng c 4-8d` pave Dr' / f �_ -� `� _� \ \ 1 I ( LO TITLE NOTES. Wills I / �\ \ f C t ---u-�_ �` \ \ ` \ ` Trailerme Q TITLE TO THE FEE ESTATE OR INTEREST IN SAID LAND DESCRIBED OR REFERRED TO HEREIN IS AT THE EFFECTIVE DATE HEREOF VESTED IN: x TOWN OF SOUTHOLD SOLID WASTE MANAGEMENT DISTRICT I t_\ �� rate � Om Lane\ • I o I \ � J Section 96.00 Section 96.00 SOURCE OF TiTLE: BY DEED FROM RICHARD W. CORAZZINI, JR. DATED SEPTEMBER 24, 2004 AND RECORDED OCTOBER 7, 2007 IN LIBER ` �- ��- \_ -� / \ \ 1 ° el �\ �c Block 1.00 12437 PAGE 764 I au I / `\ l 1 1 1 Block 1.00 AND Lot 13.001 Lot 13.001 o TOWN OF SOUTHOLD J ( / .�_ \ \ \ Ld SOURCE OF TiTLE: BY DEED FROM FRANK H. McBRIDE AND STELLA MARY McBRIDE, HIS WIFE DATED FEBRUARY 15, 1919 AND RECORDED / / ° \\ \ \ �- -� Section 96.00 MARCH 17, 1919 IN LIBER 976 PAGE 94. __ \ __ \ �> / / / / I \�\ I \ Q BY DEED FROM RALPH W. STIRLING AND GRACE B. STERLING, HIS WIFE, FRANK McBRIDE AND ANNA MCBRIDE, HIS WIFE DATED APRIL 30, ( I / I l wx / / / / / I I I III \\\ \BIOCk 1.00 (� 1935 AND RECORDED JUNE 26, 1935 IN LIBER 1817 PAGE 488 'r'X xw. ° f / J J \\ L t 11.001 / BY DEED FROM FRANK McBRIDE AND ANNA McBRIDE, HIS WIFE DATED APRIL 30, 1935 AND RECORDED JUNE 26, 1935 IN LIBER 1817 PAGE 486 \ J -/' / 1 \\ J o Y \ I- BY DEED FROM FRANK McBRIDE AND ANNA McBRIDE, HIS WIFE DATED JUNE 13, 1935 AND RECORDED JULY 7, 1935 IN LIBER 3923 PAGE / / / / // / I \ _ 335 / I \ ° -� �' / / �- / / / /� \ o 0 BY DEED FROM FRANCIS J. McBRIDE DATED JULY 19, 1966 AND RECORDED JULY 21, 1966 IN LIBER 5997 PAGE 398 I 1 \ \ �-- `- fes,. ./' / �j �/ �_�•�-�_ 6 HDPP Conc. Monument Q J BY DEED FROM JENNIE S. GOLEMBESKI, ET At, DATED JULY 25, 1966 AND RECORDED AUGUST 18, 1966 IN LIBER 6015 PAGE 29 Section 83 ` , form Pipe o O %... \ �� ___._ -- ^- i. -• "i / a��/ � � -� _�� \ Found Z � = Z BY DEED FROM ALBIN PIETREWICZ DATED AUGUST 16, 1966 AND RECORDED AUGUST 18, 1966 IN LIBER 60115 PAGE 34 Block 3.00 a 1 \ / / C _ '� -\ '� \ \\ \\�6\ t ,°� Q I�,I W BY DEED FROM LEANDER B. GLOVER DATED JULY 19, 1966 AND RECORDED JULY 21, 1966 IN OBER 5997 PAGE 405 Lot 6.001 v \ \ f - �� f C \ ' t_ ` -_ ` \\ \ \\ \\ '•\ Dro% X --i I�-t o 0 BY DEED FROM LEANDER B. GLOVER, JR. DATED DECEMBER 23, 1982 AND RECORDED JANUARY 31, 1983 IN LIBER 9293 PAGE 374 / \ � \ � Z Section 96.00 (n o 0 0 1-- / / / �- ��- \ \ \ �\ \ \\ \ \ \� p Block 1.00 U �..� (0 z c� _ \ I SCHEDULE B (EXCEPTIO/tS . V \ / «,x x•1• �, \ \ \ \ \ \ \ \1: J II Lot 9.000 N �p 0 / \ \ -\\� \ \ Conc. Monument Q I � PER COMMITMENT FOR TITLE INSURANCE PREPARED BY CHICAGO ME INSURANCE COMPANY, TiTLE NO. \� _� / \ -` \ \ 1 I I Q IIII I) I ono Monument Found F-- CD � C75-7474-16095-BUFF, EFFECTIVE DATE: MARCH 29, 2015 lap © \\ \ -� I \ J \ \ II a II III \`l f Found J N 6. ELECTRIC EASEMENT IN LIBER 1304 PAGE 155. NOT PLOTTABLE. NO DEFINITE LOCATION LISTED yl� �© I( \ ✓ �, / �f�- �_ / l / , I I I C III rm I ' a7. DECLARAi10N IN LIBER 10395 PAGE 237. PROPERTY IN QUESTION COMPLIES WITH ARTICLES II. III. AND IV. REMAINING A Monitorin � � TU th i// �I �e°ARTICLES ARE NOT RELEVANT. d� ells _ �- � / ' iron P% e Q 8. DECLARATION IN LIBER 11924 PAGE 980. P Q `- ° aS/n I Found p �-- am \ �\ _ _ _ _ 1 I III _(Alf �I BUILDINGS ON BLOCK 01 00 LOT 32 001 AND IN THE AREA THAT IS NOW THE 61.52 FOOT WIDE DRIVEWAY 70 COX LANE. .o _� I I O J. � � \_�\ -^ ti � � � --` �'-' / f� / / / � J ) � i II I II 6 Chain Link Fence Conc. Monument Q 9. TAKING 13 THE COUNTY OF SUFFOLK IN LIBER 5731 PAGE 162 (MAP 74R, PARCELS A AND B). SHOWN A_S_ PART OF THE I I / _� _� / / f f--I / III l I� Found CURRENT 120-FOOT RIGHT-OF-WAY OF COUNTY ROUTE 48. I xa•\ \ �� �� . �� -� _��� / x7,. I � � � �f i II III IIII� I � 10. TAKING BY THE COUNTY OF SUFFOLK IN LIBER 5819 PAGE 208 (MAP X80, PARCELS A, B, C, D. E AND F). DOES NOT - '` _` \ �� -`�65` ' X -' I X� . �, J) Section 96.00 C7 ` I \� AFFECT THE PROPERTY IN QUESTION. / \ �- --� 4 I l I I J I I 11. TAKING BY THE COUNTY OF SUFFOLK IN LIBER 5782 PAGE 274 (MAP 75R, PARCELS A AND B). SHOWN AS PART OF THE °7 \� "" ^" Xa" •7J z 1 �I ��\\��� Block 1.00 CURRENT 120-FOOT RIGHT-OF-WAY OF COUNTY ROUTE 48. \� Dirt Trail _=m' �- S 1'591 '`\�` �) Lot 3.000 �---' x6.7 - �� �" 43.36' CER TIFICA T/ON. X4&7 _ �- �� W D W X � _� ,� _�- �,._ W «.• r�u 22.53 _-_-- To Town of Southold, Whitman, Greenman-Pedersen, Inc., and Chicago Title Insurance Company. t THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH -� �„_ -_�'0- -� --'� _� --- X _� AUG 0 5 2015 THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA / ACSM LAND TiTLE SURVEYS, JOINTLY ESTABLISHED AND SHEET No. ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2, 3, 4, 5, 8, 9, 10(A), 11(A), 13, 15, 16, 18, 20(A) AND 21 OF //� �_ =� _ p_� _� "- f=� -� �� � J- Southold Town TABLE A THEREOF. � �- � ---� - �- -� D I / --� -�--- J _._-�� �--_.,�- aved �����_ Planning Board THE FIELD WORK WAS COMPLETED ON APRIL 9, 2015. Section 95.00 s -- Block 2.00 1 � �,X � �- S�ction 96.00 x,°, _ DATE OF PLAT OR MAP: MAY 14, 2015. ( \ ��� �- �� • -� Lot 1.001 I 1:6 Dirt .� Block 1.00 xa.7 KEVIN S. 130GERMAN, LICENSED LAND SURVEYOR NY LICENSE . _/ Lot 2.6 0 OFFICE LOCATION: �. MAILING ADDRESS: Town Hall Annex ���� �� P.O.Box 1179 54375 State Route 25to � Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov 4qr Wry PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 29, 2016 Mr. James Garrahan, Jr. Greenman-Pedersen, Inc. 325 West Main Street Babylon, NY 11702 Re: Proposed Site Plan for Commercial Solar Energy Production System at the Southold Town Landfill Located at 6155 Cox Lane, ±450' n/w/o CR 48 and Cox Lane, Cutchogue SCTM#1000-96-1-17.5 Dear Mr. Garrahan: To date, there has been no activity regarding your application since a Work Session follow-up letter was sent to you on December 14, 2015. The following items noted in that correspondence remain to be addressed: 1. Obtain a NYSDEC Operating Permit for the proposed solar energy production facility and provide a print of the approved permit and plan to this department; 2. Provide a Noise Analysis detailing the output of the proposed inverter/transformer to ensure it complies with the Town Code Noise Ordinance and will not be a disturbance to the adjacent residences. Be sure to include comparative examples/equipment to aid in the comprehension of the proposed impact in the proposed location; 3. Provide a draft Maintenance Agreement to this department for the proposed project area identifying the applicant (site manager, developer or other) responsible for the maintenance of the project area. The draft agreement will be reviewed by the Office of the Town Attorney and Planning Board. Revisions may be required; 4. Provide proof of Commercial Liability Insurance, naming the Town of Southold as an additional insured, with limits of not less than $2,000,000.00 general Solar Energy Production System Page Two April 18, 2016 aggregate, and $1,000,000.00 per occurrence to this department. The document provided will be reviewed by the Office of the Town Attorney, Town Engineer and Planning Board; revisions may be required; 5. Provide a Decommission Bond Estimate to this department for the proposed solar energy production system pursuant to §280-62(B)(1 0)(L). The Bond Estimate will be reviewed by the Office of the Town Attorney, Town Engineer and Planning Board; revisions may be required. 6. Provide the location, type and height for all proposed fencing to be utilized for the array field and inverter/transformer on a revised Site Plan; 7. As discussed, please review the U.S. Department of Agriculture's Natural Resources Conservation Services information on "cover crops and soil health" for best practices regarding what to grow under and between the proposed solar array panels. To avoid having your application considered withdrawn, please respond with a written explanation of the reasons behind the delay in your response, and when we might expect this application to move forward. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Very truly yours, Donald J. Wilcenski Chairman cc: Sun Edison OFFICE LOCATION: ;Z7 MAILING ADDRESS: Town Hall Annex 1� ' . ` P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) ? Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov C PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 14, 2015 Mr. James Garrahan, Jr. 325 West Main Street Babylon, NY 11702 Re: Proposed Site Plan for Commercial Solar Energy Production System at the Southold Town Landfill Located at 6155 Cox Lane, ±450' n/w/o CR 48 and Cox Lane, Cutchogue SCTM#1000-96.-1-17.5 Dear Mr. Garrahan: I am writing as a follow-up to the Work Session held on November 16, 2015 where the Planning Board discussed the above-referenced application and determined the following: 1. Obtain a NYSDEC Operating Permit for the proposed solar energy production facility and provide a print of the approved permit and plan to this department; 2. Provide a Noise Analysis detailing the output of the proposed inverter/transformer to ensure it complies with the Town Code Noise Ordinance and will not be a disturbance to the adjacent residences. Be sure to include comparative examples/equipment to aid in the comprehension of the proposed impact in the proposed location; 3. Provide a draft Maintenance Agreement to this department for the proposed project area identifying the applicant (site manager, developer or other) responsible for the maintenance of the project area. The draft agreement will be reviewed by the Office of the Town Attorney and Planning Board. Revisions may be required; " 4. Provide proof of Commercial Liability Insurance, naming the Town of Southold as an additional insured, with limits of not less than $2,000,000.00 general Solar Energy Prrution�System Page Two December 14, 2015 aggregate, and $1,000,000.00 per occurrence to this department. The document provided will be reviewed by the Office of the Town Attorney, Town Engineer and Planning Board; revisions may be required; 5. Provide a Decommission Bond Estimate to this department for the proposed solar energy production system pursuant to §280-62(B)(1 0)(L). The Bond Estimate will be reviewed by the Office of the Town Attorney, Town Engineer and Planning Board; revisions may be required. 6. Provide the location, type and height for all proposed fencing to be utilized for the array field and inverter/transformer on a revised Site Plan; 7. As discussed, please review the U.S. Department of Agriculture's Natural Resources Conservation Services information on "cover crops and soil health" for best practices regarding what to grow under and between the proposed solar array panels. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Very truly yours, Brian Cummings Planner Michaelis, Jessica NA v 6�C From: Bunchuck, Jim �i' Sent: Wednesday, December 02, 2015 2:15 PM l To: Michaelis, Jessica Cc: Cummings, Brian A. Subject: RE: Commercial Solar Project a�GiikiiaGa6 i4�ur+- Hi Jessica, I took a look at the Site Plan document. There's an awful lot there, and I didn't give it a comprehensive review, but I have the following comments: • It seems fine overall. Though I still want to go over some things with my foremen,the placement of structures, access points for construction, time-line for work, etc. shouldn't have any significant impact on SWMD operations. • Martin Sidor called me a couple of weeks ago to ask my opinion on the placement of the inverter. Apparently he's concerned about noise emission. I am not familiar with these things, so I can't really weigh in other than to say if it's significant it might be prudent to consider another location than near the residential homes. • What are the chances "the utility" might require an alternate route for the transmission lines connecting to the grid (off site)? Their location of a possible alternate route could be an issue for future development of the site. • Has the DEC approved the plan? If so,while one would assume that means they are satisfied that potential impacts to the landfill cap have been addressed adequately, it is my experience that they like to call a proposal "acceptable" rather than "approved". This gives them a lower level of responsibility if it turns out there is a problem, either now or down the road. Perhaps the proposal should be reviewed by the Town's landfill design and construction engineering firm? • During planning of the landfill capping project, residents in the adjacent Church Lane community received regular updates through direct outreach (rather than simply public notice of meetings), and some had substantial comment and input to offer. Is there any plan to the same with this? I know there are not too many residents left there, but in the interest of'environmental justice' concerns this might be considered. Hope this helps. Jim jaows t3u«chuck,Solid Waste CoordinatDF Town of Southold DSW P.O. Box 962 Cutchogue, NY 11935 631-734-7685 631-734-7976(fax) jimb@southoldtownny.gov lea.6e conside2 the need Ge foze ptL ftae tAL6 a-mad. From: Michaelis, Jessica Sent: Tuesday, November 24, 2015 3:25 PM To: Bunchuck, Jim Subject: Commercial Solar Project 1 Southold Town PicinninR Board Work Session - Novemuer 16, 2015 - Page 2 Project Name: Mazzoni, 500 Soundview Drive, SCTM#: 1000-13-2-8.2 LLC Location: 500 Soundview Drive, approximately 782' to the north of NYS Route 25 and 256' to the east of Sound View Drive, Orient Description: This proposal is for a Standard Subdivision of a 22.94 acre parcel into 5 lots where Lot 1 = 2.27 acres, Lot 2 = 1.67 acres, Lot 3 = 2.13 acres, Lot 4 = 0.59 acres, Lot 5 = 16.28 acres inclusive of a 1.21 acres right-of- way, 8.58 acres of Open Space and 6 acres of a Conservation Easement held by the Peconic Land Trust (PLT) located in the R-80 Zoning District. Status,*",, Conditional Sketch *Approval Action: Review for Preliminary Plat Application completeness. Attachments Staff Report, _ Project name: Ski Standard Subdivision SCTM#: 1 1000-10-10-8.1 Location: On the corner of Montauk & Oriental Avenues, approximately 1,800' east of Peninsula Road, Fishers Island Description: Standard Subdivision of a 4.98 acre parcel into two lots where p p ere Lot 1 R 80 Zoning District. - in the 3.05 acres and Lot 2 = 1.93 acres located ....... Status: Final 1111.111Approval Action: Review revised Final Plat for re-endorsement. 1 ., . Staff Report e _ _ Attachments St Project Name. Commercial Solar Energy SCTM#: 1000-96-1-17.5 Production System at Southold Town Landfill J Location: 6155 Cox Lane, Cutchogue Description: This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules at ±7'4" tall a covering 1.65 acres on the existing landfill cap with a ±17' x 8' inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light dustrial Zoning District. In„ ; Status: Pending 11 Action; C Review referrals, Attachments: ( Staff Report Project Name: ! Hudson City Savings Bank SCTM#: 1000-122-3-17.1 Location: i 11520-11750 Main Road, 508 ft. e/o Bay Avenue, Mattituck Description: This Site Plan is for the proposed construction of 2 buildings totaling 13,227 sq. ft. where one proposed two story building is 9,500 sq. ft. of office space and the other proposed one story building is 3,241 sq. ft. for a bank use with 65 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential-40 Zoning Districts Status Expired Site Plan Action: Discuss Extension of Site Plan Approval Attachments: Staff Report Soutnold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date November 16, 2015 Prepared By: Brian Cummings I. Application Information Project Title: Southold Landfill Solar Energy Production Site Applicant: Sun Edison Date of Submission: August 5, 2015 Tax Map Number: 96.-1-17.5 Project Location: 6155 Cox Lane Hamlet: Cutchogue Zoning District: LI — Light Industrial II. Description of Project Type of Site Plan: Solar Energy Production Facility Acreage of Project Site: 61.2 acres; 5.34 acre Solar Array coverage Building Size ±23,315sf existing This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules at ±7'4" tall covering 1.65 acres on the existing landfill cap with a ±17' x 8' inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District. A. Existing: Southold Town Landfill and associated buildings B. Proposed: Solar array field of 3,456 solar modules (5.3acres) at 7'- 4" tall on the existing landfill cap; - North array: 1,728 modules - South array: 1,728 modules ■ Inverter/transformer at ±17' x 2'-9" x 8' on a ±10' x 30' concrete pad; (CP- 07 of site plan) * Seven (7) emerald green arborvitaes are proposed at 6' tall to be planted on top of a 12" inch berm at 10' on center. Berm is ±84' long; * Two (2) separate stabilized work area access points (temporary) 1 aouthold Landfill Solar Energy Production Site C. Required approvals: site plan, special exception by Planning Board (see below); III. Analysis: A. SEQRA: classified as Unlisted 10/5/15; pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; B. Public Hearing a. Concerns were raised regarding the potential noise of the proposed inverter/transformer and the visual impact of the proposed solar panels; b. Observations included insufficient screening/maintenance near the proposed location of the invert/transformer adjacent to the existing residential properties; C. Referrals: Suffolk County Planning Commission (SCPC) Matter for local determination with the following comments: The Suffolk County Planning Commission's publication on Managing Stormwater - Natural Vegetation and Green Methodologies should be reviewed and additional stormwater mitigations incorporated where practical. The Suffolk County Planning Commission's Model Utility Solar Code — 2015 should be reviewed including the section on the abandonment of solar energy facilities and relevant aspects of the Code should be incorporated into the project where practical. The U.S. Department of Agriculture's Natural Resources Conservation Services information on "cover crops and soil health" for best practices regarding what to grow under and between the proposed solar array panels. Cover crops have the potential to prevent erosion, improve soil's physical and biological properties, supply nutrients and suppress weeds, and break pest cycles along with various other benefits. New York State Department of Conservation (NYSDEC) The applicant is required to obtain a permit from the NYSDEC to insure compliance with any regulations related to the capped landfill; Office of the Town Engineer 2 Southold Landfill Solar Energy Production Site 1. The DEC must review and approve any work on top of this landfill cap. The Town negotiated a thinner cap with the stipulation that we would not build infrastructure on top of it; 2. The plans read that all new conduits will be buried underground. I believe that this cap is only 18 inches thick above the membrane and I would be concerned that any trenching above this Geomembrane may get too close; a tare in this membrane could potentially be very expensive to fix. 3. 1 believe that it would be in the Towns best interest to require a bond to cover any needed restoration that may be required if the cap is compromised in any way. The overall weight of equipment that will be allowed to access the cap area should also be a concern. Light weight equipment with wide tires or small wide tire track machines may be all that would be appropriate for operating on top of the cap. *This should be specifically reviewed and approved by the DEC before any P.B. approvals are issued. Fire Marshall No comments or concerns regarding the proposed site plan; Local Waterfront Revitalization Program (LWRP) The proposed action has been reviewed and found CONSISTENT with the policies of the LWRP; Cutchogue Fire District The Board of Fire Commissioners reviewed the proposed site plan and determined that that there is adequate fire protection for this property; D. Required Approval: §280-62(B)(10) Uses permitted by special exception of the Board of Appeals. The following uses are permitted as a special exception by the Board of Appeals as hereinafter provided, except Subsection B(10), which may be permitted as a special exception by the Planning Board, and all such special exception uses shall be subject to site plan approval by the Planning Board: §280 62(B)(10J Commercial solar energy production system, subject to the following criteria: (a) The commercial solar energy system shall not be on a parcel of less than five acres. Staff: yes, subject parcel is ±61 acres in size; (b) All ground-mounted panels shall not exceed the height of eight feet. 3 aouthold Landfill Solar Energy Production Site Staff: yes, ground-mounted panels are proposed at 7'- 4"; (c) All mechanical equipment of the commercial solar energy system, including any structure for batteries or storage cells, shall be completely enclosed by a minimum eight-foot-high fence with a self-locking gate. Staff: no, the inverter/transformer is not enclosed by a fence; landscaping and a 12" berm is proposed ±16' from the property line and ±5' from the slab of the inverter; (d) Notwithstanding any requirement in § 280-63 of this chapter, the total surface area of all ground-mounted and freestanding solar collectors, including solar photovoltaic cells, panels, and arrays, shall not exceed 80% of the total parcel area. Staff: yes, the proposed solar facility has lot coverage of±8.75%; (e) A vegetated perimeter buffer shall be installed to provide year-round screening of the system from adjacent properties. Staff: no (recommend to waive), and insure that year round screening will be provided for the invert/transformer from adjacent properties. This is due to the size of the existing parcel and the existing use (Town Landfill); (f) All solar energy production systems shall be designed and located in order to prevent reflective glare toward any habitable buildings as well as streets and rights-of-way. Staff: yes, but this must be confirmed by the applicant. It has been stated that the arrays are constructed to be maximize absorption of light and that no surface would be reflective; (g) All on-site utility and transmission lines shall be, to the extent feasible, placed underground. Staff: no, not all conduit/transmission lines are proposed to be buried underground (possibly due to the shallow depth of the landfill cap). Proposals are included for conduits to be mounted on supports along the top of the landfill and underground conduits to be buried between the transformer and the existing PSEG utility pole(s); (h) A clearly visible warning sign concerning voltage must be placed at the base of all pad-mounted transformers and substations. Staff: yes, warning signs have been provided and shown on the site plan; 4 aouthold Landfill Solar Energy Production Site (i) The system shall be designed and situated to be compatible with the existing uses on adjacent and nearby properties. Staff: yes, the proposed solar energy production site is located on the Town Landfill which is Light Industrial zoned land, making it compatible with existing uses on site; however, the inverter/transformer is located ±31' from a property line adjacent to an existing residential area; (j) In approving a special exception, the Planning Board may waive or modify any of the above criteria if it finds that there is no detriment to public health, safety and welfare. Staff: consider waiving requirements c, e, & g listed above, due to the 61 acre parcel and the existing operations on site; (k) Any special exception approval granted under this article shall have a term of 20 years, commencing from the grant of the special exception, which may be extended for additional five-year terms upon application to the Planning Board. (1) Decommissioning/removal'- [1] ecommissioning/removal'[1] Any commercial solar energy production system that is not operated for a continuous period of 24 months shall be deemed abandoned. At that time, the owner of the commercial solar energy production system or the owner of the property where the commercial solar energy production system is located shall remove all components thereof within 90 days of such deemed abandonment or will be in violation of this section. In the case of a commercial solar energy production system on preexisting structures, this provision shall apply to the commercial solar energy production system only. If the commercial solar energy production system is not removed within said 90 days, the Building Inspector may give the owner notice that unless the removal is accomplished within 30 days, the Town will cause the removal at the owner's expense. All costs and expenses incurred by the Town in connection with any proceeding or any work done for the removal of a commercial solar energy production system shall be assessed against the land on which such commercial solar energy production system is located, and a statement of such expenses shall be presented to the owner of the property, or if the owner cannot be ascertained or located, then such statement shall be posted in a conspicuous place on the premises. Such assessment shall be and constitute a lien upon such land. If the owner of the system and the owner of the property upon which the system is located shall fail to pay such expenses within 10 days after the statement is presented or posted, a legal action may be brought to collect such assessment or to foreclose such lien. As an alternative to the maintenance of any such action, the Building Inspector may file a certificate of the actual expenses incurred as aforesaid, together with a statement identifying the property in connection with which the expenses were incurred and the owner of the system and the owner of the property upon which the system is located, with the Assessors, who shall, in the preparation of the next assessment roll, assess such amount upon such property. Such amount shall be included in the levy against such property, shall constitute a lien and shall be 5 Southold Landfill Solar Energy Production Site collected and enforced in the same manner, by the same proceedings, at the same time and under the same penalties as are provided by law for the collection and enforcement of real property taxes in the Town of Southold. [2] This subsection is enacted pursuant to § 10 of the Municipal Home Rule Law to promote the public health, safety and general welfare of Town citizens through removal provisions to ensure the proper decommissioning of commercial solar energy production systems within the entire Town. The removal reduction provision of this chapter shall supersede any inconsistent portions of Town Law § 64, Subdivision 5-a, and govern the subject of removal of commercial solar energy production systems in this chapter. V: Staff Recommendations 1. Consider the proposed location of the inverter/transformer and discuss with applicant the primary reasons for this proposed location. This equipment is proposed closest to the existing residential dwellings adjacent to the project site; 2. Require the applicant to provide a noise analysis to ensure that the proposed inverter/transformer meets the Code noise ordinance and will not be a disturbance to the adjacent residences. Explore the possibility if the inverter/transformer can be constructed within a sound proof structure/enclosure; 3. Consider if the proposed screening of the inverter/transformer (berm & plantings) is sufficient or if additional plantings/fencing should be added. As detailed above, a special exception requirement for a solar facility requires all equipment to be enclosed and screened by at least an 8' high fence; 4. Require the applicant to obtain a NYSDEC operating permit for the proposed solar energy production facility and provide a print of the approved permit and plan to this department; i. Require the applicant to prove that the proposed construction entrances, activities and vehicles (practices) as well as the completed construction; can be supported by the shallow landfill cap; 5. Require the applicant to provide details as to which conduits will be buried underground and which will be placed on top of the landfill cap; again, with a concern towards the shallow depth of the landfill cap; 6. Require the applicant to provide a maintenance agreement that holds the applicant responsible for maintenance within the proposed project area; 6 Southold Landfill Solar Energy Production Site 7. Consider whether to require the applicant to provide a decommission bond should the event occur where the facility is to be abandoned, decommissioned (as detailed above) or damaged. The Town Engineer believes it is in the Towns best interest to require a bond to cover any needed restoration that may be required if the cap is compromised in any way. The overall weight of equipment that will be allowed to access the cap area is a concern; 8. Require the applicant to review the U.S. Department of Agriculture's Natural Resources Conservation Services information on "cover crops and soil health" for best practices regarding what to grow under and between the proposed solar array panels; 9. As previously discussed, ascertain from the applicant if there is to be the potential for a public benefit on site; possibly a recharging station or other; 7 OFFICE LOCATION: ��i" MAILING ADDRESS: Town Hall Annex ,�� �,+, P.O. Box 1179 54375 State Route 25 �� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) w Telephone: 631 765-1938 Southold, NY 11971 w� 0 P 11,U1, LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD , MEMORANDUM E___.1. 0To: Donald Wilcenski, Chair Town of Southold Planning Board m w��� mr� �bwri uIrd From: Mark Terry, Principal Planner LWRP Coordinator Date: November 10, 2015 Re: Proposed Site Plan Commercial Solar Energy Production SCTM#1000-96-1-17.5 Zoning District— LI This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules at±7'4" tall covering 1.65 acres on the existing landfill cap with a ±17' x 8' inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, the proposed action is recommended as 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 t P.O. Box 1179 DONALD J.WILCENSKI � Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III " . � ��, (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Cou 11 Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 4, 2015 Mr. James Garrahan Greenman-Pedersen, Inc. 325 West Main Street Babylon, NY 11727 Re: Public Hearing Closed - Site Plan for the Commercial Solar Energy Production System at the SoutholdTownLandfill 6155 Cox Lane, ±450' n/w/o Cox Lane & CR 48, Cutchogue SCTM#1000-96-1-17.5 Zoning District: LI Dear Mr. Garrahan: A Public Hearing was held on Monday, October 5, 2015 and continued on November 2, 2015 and was closed. If you have any questions regarding the information contained in this letter, please contact the Planning Board Office. Very truly yours, Donald J. Wilcenski Chairman COUNTY OF SUFFOLK S`, e p A, 'y, p 5 1",, M 5 WNW Y001 Steven Bellone Naiinfi'IU 508rd SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Joanne Minieri Deputy County Executive and Commissioner Division i Planning and Environment October 27, 2015 Town of Southold 53095 Main Road P.O. Box 1179 Southold,NY 11971 Attn: Brian Cummings Dear Mr. Cummings:. Pursuant to Section 2391&m of the General Municipal Law,the following site plan which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Plan Address File No. Commercial Solar Energy System SCTM# 1000-96-01-017.005 N/ Note: Does not constitute acceptance of any zoning action(s)associated therewith before any other local regulatory board. Comments: The Suffolk County Planning Commission's publication on Managing Stormwater - Natural Vegetation and Green Methodologies should be reviewed and additional stormwater mitigations incorporated where practical. The Suffolk County Planning Commission's Model Utility Solar Code —2015 should be reviewed including the section on the abandonment of solar energy facilities and relevant aspects of the Code should be incorporated into the project where practical. The U.S. Department of Agriculture's Natural Resources Conservation Services information on "cover crops and soil health" for best practices regarding what to grow under and between the proposed solar array panels. Cover crops have the potential to prevent erosion, improve soil's physical and biological properties, supply nutrients and suppress weeds, and break pest cycles along with various other benefits. H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,4th FI ■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099■ (631)853-5191 The applicant should contact NYSDEC to insure compliance with any regulations related to the capped landfill. Very truly yours, Sarah Lansdale Director of Planning -700'� Andrew P. Freleng APF/cd Chief Planner H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,4th FI ■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 ■ (631)853-5191 F POSTING C'V 0 2�, 'l (5 AFFIDAVIT C S This is to serve notice that I personally posted the property known OF 10 3b 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 c�u,. 15 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 ons .....�l$ � )°riLA,3r,, /t/r,I � Your Name (print) t e' Signature Address 3 C, �.__ m....... .. Da - 1"�I(Aa Public d rP &JN M hJ1 fl,o,,,,jO NO. I�,iw,f f s vi tr�:��rAra „ircq P`: a r�rk :1G f afro 1,3, 20,j— PLEASE 0,—PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:.00„ � �m���. Fri, 1 �2f15 -kYt**1k*dr***9nF'k M:b du«�k J5A Neu A A A k*4 A*AA 6 1**110-..fir*****,**—.k h*'.M$;•k#r kk•kA'k k 9k k"R'k k tk A:kkh,4H '•.a A A:Vd'A k 1•R YkR•E•k k rY^k 9:•frYt*Ja'k k n for the Comnior ial Solar Energy Production System a Re: Proposed Site Pla,...,, _ t _ _. the Southold Town Landfill SCTM#s: 1000-96-1-17.5 Date of Public Hearing: Mondays October 5, 2015,' 6:04 pm. GPIGreenman - Pedersen, Inc. �tTr�G Engineering and Construction Services Plait flag Board ...._...... ...--.... ......... -. DATE: 10-29-2015 [JOB NO.2014034.02 TO: Department of Planning ATTENTION: Mr. Brian Cummings Town of Southold RE: Southold Landfill Solar Production Site ............ ... .............. m.............. Town Hall Annex Building .__w.- -- 54375 Route 25 P.O. Box 1179 ........................ Southold,NY 11971 .. We are sending you: x Attached Separately via The following items Shop Drawings Prints Plans Samples Specifications Copy of letter Change Order x Other Certified Mail ........_- .....__ COPIES DATE NO. DESCRIPTION ' ' 1 _10/28/15 3 Return receipt 01 F _ 1 { t .. ._.—. �nmuuuw wwwimmwuuunnm ... ,,,,,u,„ u . ............................................. ................................ ...� THESE ARE TRANSMITTED as checked below: For approval Approved as submitted Resubmit Copies for approval X For your use Approved as noted Submit Copies for As requested Return for corrections Return Correct ........... . ed prints For review & comment Ll _...............,_ .............................. ... .... ,, ",................................. 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Service Type ❑Priority Mail Express® " ❑Adult Signature ❑Registered MallTM Adult Signature Restricted Delivery a Regostered Mall Restdoted l�ortlllod Malle DoasGvery sde tliled Mall Restricted Delivery tatarm Rscaln for ❑Collect on Delivery ❑❑Slcrolrardlaae ansfe nature ConfinnatlonTM 2. Article Number(fierasftrr froraM service dattreP ❑Collect on Delivery Restricted Delivery 9 _ _ El Insured Mall Signature Confirmation ❑Insured Mall Restricted Delivery Restricted Delivery L 2000 0001 7374 3789 ate° � a . • • 1 • ■ Complete items 1,2,and 3. A` 3I °n Agent roe our name and ss on the reverse [3 ■ so that we can the brn a k o the mall 1 Ce, B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to P or on_t_he° front If spade Permits. If YES,enter delivery address below: 13 No _. _ .,._..t_. � .. � ..�..�... .. .......�. mm1 Artlote Addressed to: D. Is delivery address different from Item 17 Yes 3. Service Type U PrJority Mold expo ❑A ult Sl9n are ❑RegiIF12starod Mallear Ia Adult Slgna' m Raalrlolad Delivery l�l�t�a�rsd MuVI Relagfktkt �rtlRed Mall t erllflad Mail Restricted Delivery alum Rscotpt tear 9590 9403 01 5120 6 1 slmnartdlse l.t Collect on Delivery ❑Signature ConfinnaUonm ❑Collect an Delivery Restricted Delivery ❑Signature Confirmation 0 0 3 819 ❑insured Mall Restricted Delivery 11 2 0 0 0 D O 01 7 3 ❑arraurrad Malt Restricted Delivery .. �,... rrvw sosruslfil s - ■ Complete items 1,2,and 3. A. Sira ❑Agent ■ Print your name and address on the reverse so that we can return the card to you. of De9Wee _ B.Tie a vsrd b Ida t, rrte date of DetYvoa ■ Attach this card to the back of the mailpiece, . i i, �r P c . or on the front if space permits. � 7, ..� -1• Article Addressed to: _... _ D, Is dellvery^ dtess Of Ili from i l f," p YeaA If YES,anter delivery address o r,-- No CAP 1]a TII I IIII�I IIII III I I I II mI VIII I I III I II I II I IIII III 3 $edvlCs Type 4ke 11 psor Sgag Adult algn� ur Restricted Delivery � has g'st d M all Re sro d Ceflified M )2180 4 Certified Mall Restricted Delivery eturn Recol t for 9590 9403 0166 t Collect on Delivery erohamcisa doted Delivery ❑Signature ConfnnatlonTM ❑CollectnDe Delivery -WAlrlN ❑Insured Mall ❑Signature Confirmation Restricted Dallyery20 0001 7374 3796 13 laararud Mail HastrIcted Oblivery. ta.Wdsr$60 0) l Domestic Return Receipt PS Form 3811,April 2015 PSN 7530-02-000-9053 Michaelis, Jessica From: Holley, Keith <kholley@gpinet.com> Sent: Monday, October 26, 2015 3:39 PM "' m To: Cummings, Brian A.; Michaelis,Jessica Subject: Return Receipt Green Card Attachments: Arthur Jung Return Receipt.pdf §;R5��ai.��TVW1G'_, 1,in l4q, Board Attached is 1 more return green card from second mailing GPI Keith Holley, CPESC auironmcni�if Sciontist Greenman-Pedersen, Inc. Engineering and Construction Services 325 West Main Street,Babylon;NY 11702 d 631.761 7353 i f 631.422.3479 kholleyCcDgpinet.com 'LAvw pinet.corn This communication and any attachments are intended only for the use of the individual or entity named as the addressee. It may contain information which is privileged and/or confidential under applicable law. If you are not the intended recipient or such recipient's employee or agent, you are hereby notified that any dissemination, copy or disclosure of this communication is strictly prohibited and to notify the sender immediately. I �r W W 10 CompleWe9n4 ry iu and' Pont.your name and address an the reverse � Agent A o dat we can W tum the card for you � �� �u ffh� back�f the rn �a o o rle rxl by�r 1aft� O;ww CM WWI®f )(10vu�ryor on . front..®1'..spa(,,,e�ralrnl�4".... „n....�... .. 1. �.Waffil" " 1 �I Arl uo, (Id to � �+� � . .. �1ar,W'Y�a�a�r�r�1fP4alm�dWt 8��e���k��>awW y ��y a m..�.....__ fff YSS,enterda1wary urlWlre below: C'j SII W IIK 5ai8 iclo"1v^ G.)Pffodty100E.ugamwO 0 Adult Signolarro [3 f9rel16m£erud Mall 114 1-1 AdultOlgarmluraa AeMrlcIa4 Dullsufy (I 1Warl16adoa v l Mial1fiaaWkkzfrAa d NCurWliflid fatlR dWohvcrry 1'0mdtlfudddaaHriw*iol d">darllrraory XflohirriWlucarolfor . �U dc18 p Urns nr(dirarPwzhir(mm,yervir�e h"Abcd) k:::1 W 0080 on�ldyery IC;4aa�Cr6ded DelUverrs U 9 fdd�irei�& �'�ua�nraa�kd�Wim n Wmuaard MSW 0 Mgnaalaare Confli m aRWaarn 7 L� G S dr lora l N40 Rei �raIIW ReiihWr 1W y �r�R�ma�- �r� �rarroW"r�"k�41�_. PS ww � nm��sre . ... _... ���,�,... � ��.����w,..�,.w ._.. &:3^.al'¢'aaa.��il,�� �m�a,,���e �,� Form 38 1, iill ff a PSN 7530.�02-MD-9053 . . "` �araffaWl�"G Iua�a"rbffrf Michaelis, JessicaWON .. From: Holley, Keith <kholley@gpinet.com> Sent: Monday, October 19, 2015 11:44 AM To: Cummings, Brian A.; Michaelis, Jessica �, � �� Subject: Southold Landfill Solar Project ° Attachments: Return Reciepts Second Sending.pdf 13tjutNcdd"row ri PP,irdriN Board Attached are two return receipt cards from the second mailing. GPIKeith Holley, CPESC t ovironineotal Scientist Greenman-Pedersen, Inc. Engineering and Construction Services 325 West Main Street, Babylon, NY 11702 d 631,761,7353 1(631.422.3479 kholley(cDcipinet.com I vnvw.gpinet.corn An equal Opportunity r=::mployer This communication and any attachments are intended only for the use of the individual or entity named as the addressee. It may contain information which is privileged and/or confidential under applicable law. If you are not the intended recipient or such recipient's employee or agent, you are hereby notified that any dissemination, copy or disclosure of this communication is strictly prohibited and to notify the sender immediately. I �, i ii � 4d�JtOW Complete Items 1,2„and 3m � Q 10 Print your name and address on the reverse �� �' �u i � "m 113 Agent so we can return the card to you. M Attach hls cad to the back f the rrrall I ®< I adm adwrJK�is q"F"rfaarr�r radrak rk ; d in r ri � or on the front If space permits. P a Ad rt _ ® 6eP� (illi f.:d �1u �rtic a Dddleesed d to e sal t w Ir�+��d�a dR9lgavd°^aOt aerl IRdarwt l� ..�� If YES, I delivery address PAcww;, L"h No y C 1.`-i i"rU it P 1011 "y�,N ' etttieokn ®Adult,4Bgdauekuaruw rJ dRa�gpl ydv rti�rtl d,tnldY"+ J4adNa4101grnnUd ro Restricted Delivery I Y Mr, k 00jdY MARestxlp&ed ��yya 44l lwwad IvlpoldPt48 d O5liym y 9403 0 12 21 N t, t4dAceial sIH Rgu-aid Deliverydylaattwrau°k*V';O fA 4dar a _ .. ��w.....�... 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I p ahrdndt',lalu AlUryu Reetrioted Dellvory Y 14q,r�¢lco a Pd d1hw MOT'Ok'4r0t�d �rt eatpdfwOrd tu9wallMa drtNll'we w� 9590 9403 0156 5120 3675 't t iGemd44?Oatd Mail Polo doNxt l"d Avv�rmd 14a�6aduua l Yraa.ufdu4(ar Q��a 7374 � '¢gdau!��arr4'LY`awlNory rw;GuiwuYairwwrCl'rd'nn ]ll 2000 d , . Q Crill d odr Dedrve"y RUM twwrd t7md4��� Cd S l+„drrr.�utcnm d erg'dr0 ddtr�0'4'” 7 4 3819 17 trwrwured P;yudq Cl ,IW rrwrlusv r�ra,Y�rrdarxtPi,rro X In"410te q M�Aft,eywWurdedrAoiObrary 0§wnAdg,"Id Udr,lwgy d�o�w �. o PS Gcrzra �,April 2016 PSN 7530-®2-®Oo-9053 _„ Domestic Return Receipt Cummin s, Brian A. ,� ,.,, . ° From: Fisher, Robert Sent: Wednesday, October 14, 2015 10:10 AM � � To: Cummings, Brian A. Subject: Landfill Solar 96-1-17.5 � Southold Town � l�N�u:mulri I���U'¢t Brian There are no reservations for this solar installation at the Town Landfill. Thank you for the opportunity to make comments. Robert Fisher Commissioner Cutchogue Fire district CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. 1 Cummin s, Brian A. From: Fisher, Robert Sent: Wednesday, October 14, 2015 10:08 AM c To: Cummings, Brian A. Subject: Town Landfill 96-1-17.5 Brian I have no reservations for this solar installation at the Town Landfill. Robert Fisher Fire Marshall,Town of Southold Robe..rt.,.f!.s.h.e..r..�.to.W..n.so.u.tho.l..d..,.ny,us (W) 765-1802 - (C) 786-9180 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. 1 PX GPI Greenman - Pedersen) Inc. 41 Engineering and Construction Services Southold Town =Amning 30ard TO- Department of Planning- ATTENTION: Mr. Brian Cummings Town of Southold RE: Southold Landfill Solar Production Site Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold,NY 11971 We are sending you: Attached Separately via: The following items E] Specifications Shop Drawings Prints Plans Sa ples Copy of letter Change Order Other Certified Mail COPIES DATE NO� DESCRIPTION 1 10/9/15 4 Certified Mail Receipts 1 10/9/15 Return receipt THESE ARE TRANSMITTED aochecked below: For approval Approved aosubmitted Resubmit Copies for approval Fmryouruae Approved aenoted Submit Copies for .� ^ .. . /\o requested Return foromrn���i�n� Return ��orn*otad prints For review & comment Lj I | | FOR BIDS DUE 20 | | PR|NTGRETURNEDAFTERL[J/\NTOU8 REMAF<KS; _ ----------------------------------- .___,areturn_recejpt)�M_original mailingand 4 certified stamped receipts from new mailing. ___ _ _ COPY TO: File SIGNED: Keith 325 West MainStreet Babylon, NY 11702 Tel: (831) 587-5OGO Fax: (831)422-347Q vwvw.gpinet.uom .� / um I Q" m m uml rr rry N 1111 ISumul �`� � I III II III w Vuml I� III � ulVVlm u u II w ��m, Imo Vumo luiu i��r IOf III m m Ow� r A u ��n ..... .. .. 000 .�. Q17g r�VgOa II" " gF'¢muPu amatmegaaa�r rl C3 Ron os0u p w "�.. ........ 0 (Endo0'4 H'peldIl411jVoaad) r i s o��, C3 V v, O �g flpsuuuR�flAFee walla u' C3 RwbkA d Detymauy F r I'leaatTict�ed Deli g yam Qg egaudunuuttaaVmmD 4 ��� ( uuaVauaauauauatlVWaVum ) r OO aaw .,, Y" " Vlr �/� p0 b � C3 Vl atro:V Postage �-.eelllr ...�._ p �a g:�V Posta o Fees � _ rq �addrP kp�d � 4� 4� "" "'y f, f� a. , �a. � . �6l " 'auP Fv rq . .�. .. , Y d x�t� a� ;ovv �raau au 6'naar �� � � M orprdBaa a M,. a,� �_ .....� .w w...... �..�.... os°a O Box N. a �h g Ifg a m m mI V 1µi III � VIII mmm 1111111 VIII II 111111 Imlllll � m � mmm mrrr EN mm aur Ico r muuul l r,- d �IIII VIII 111111 m I .,� �. t� m .. .. . � al�� � IP„u u120gae �� C3 u Q"gaa llV A Fe � � ..... . ', �aBmNr�ra �ug9gVaaa�Fee � C3 Pga gaNa fl a g ralV .m olissinon aYl q.3 (Endauamaarnrtaaug I ga 8mcgp Puymgw p �g gg �.....�.. V ,p D V�aaVuaag aaVllacrau, Fee Fee C3 (Endaa°umeivaintR ualIted) G aauxnaauroh M Vam �IIu�aV C3 IM u g IC";� C3 �a baa Fees RJ O ;;II gar4q Postage V a p " kVaar g °d" 8J4 C °,,,.or Ox gr»m u agm� a r . C3 C or c y draaao- a.dt mmw Vll�lrm, R �I °til�i W.. err wm � um w�mamm f „. I Igl III uT W wm Ir � m Ir, . . 0 Complete items 1,2,and 3. A tdgrtefFe ■ Print your name and address on the reverse ( 0 Agent so that we can return the card to you. -� - "1dtdtt ■ Attach this card to the back of the mallpiece, B "Itfeedved by(Pr/nted Name) cite of f tedfvery or Drill fn t df Baur petvnits �C 1. Article Addressed to: D. Is delivery address different from itsm 7 . I I C r C CQ t If YES,enter delivery address below: 0 N6 ar4a�So II Adult Slgsuatura rlatt tee 3 Service Type I IIIIII IIII III I I I II I VIII I I III I II I II III I I III O dull Signature Restrloted Delivery U Ra�d d MWI Reetr4ctod ,erillffed Haifa Dadlvery 96 9403 0156 5120 o �rtllied Mall Restricted Delivery t•�petuar Fill -- ._ - _. Collect on Delivery erchandlee 2, Article Number fr lrlgfdr from rt rvfK d�,tt d) ❑Collect on Delivery Restricted Delivery ❑Signature Conflrmatlonm ❑Insured Mall ❑Signature Confirmation i-S 0640 013 4757 ❑I'nsured Mail Rentrlcted Delivery Restricted Delivery P orm �007 1,April.201.,.5 PSN 7530-02-000-9053 Domestic Return Receipt ; Ip i I's Irl e e • MEMMENRIM 0 Complete items 1,2,and 3. 3d rir�tac ■ Print your name and address on the reverse E3 Agent so that we can return the card to you. _ i�lddressee � ) or on this card to the back of the mallpiace, ( rtnted Nara o.Mete of Delivery fill d e Attach n the front If speDe )errniks m :, Itt, � 1. Add its Addrad to I delivery address ddiferrrtttrrl Ityr I? Yes If YES,enter delivery address betty [i No; V�4 Michael&Maria Demchak 3206 Carnoustie Court Riverhead,NY 11901 II I IIIIII IIII III I I I II I(IIII I I III I II I I III I II III E3 AdltSi Service Type ❑Registered Mall aIll � E3 Adult Signature ❑Reglatered Mell*"+ K'stiffled dult Signaturead DeUlvary ❑Registered Mall Restricted ertiffed hall �pe livery 9 9 01 5120 6 It Restricted Dallvey QRetum Recelpt for ❑COW Kort DOINery �lrlerchandlse ❑Collect on Delivery Restricted Delivery ❑Signature ConflrmatlonTMm it 5 0640 0 0 0 7 3 013 4 719 0 I�ts°�Mall Rastrl d Delivery ❑Signature Confirmation eli vary lion x riser 1dtut PS Form 3811.April 2015 PSN 7530-02-000-9053 ✓ Domestic Return Receipt PLANNING BOARD MEMBERS (/ iLING ADDRESS: P.O. Box 1179 � 10 `S,a Southold, NY 11971 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLIAM J.CREMERS = Town Hall Annex PIERCE RAFFERTY w 54375 State Route 25 J ES H.RICH III ? (cor. Main Rd. &Youngs Ave.) RTIN H.SIDOR �. 'N Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 6, 2015 Mr. James Garrahan Greenman-Pedersen, Inc. 325 West Main Street Babylon, NY 11727 Re: SEQRA Classification - Site Plan for the Commercial Solar Energy Production System at the Southold Town Landfill 6155 Cox Lane, ±450' n/w/o Cox Lane & CR 48, Cutchogue SCTM#1000-96-1-17.5 Zoning District: LI Dear Mr. Garrahan: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, October 5, 2015: WHEREAS, this Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules with an inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours„ A-.-A ?_ James 1-I. Rich, III Vice-Chairman � - MAILING ADDRESS: PLANNING BOARD MEMBERS tv so Southold,.O. Box 1 11971 1179 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLIAM J.CREMERS I on, Town Hall Annex PIERCE RAFFERTY } 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR wxm � Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE October 6, 2015 TOWN OF SOUTHOLD Mr. James Garrahan Greenman-Pedersen, Inc. 325 West Main Street Babylon, NY 11727 Re: Hearing Held Open - Site Plan for the Commercial Solar Energy Production System at the Southold Town Landfill 6155 Cox Lane, ±450' n/w/o Cox Lane & CR 48, Cutchogue SCTM#1000-96-1-17.5 Zoning District: LI Dear Mr. Garrahan: A Public Hearing was held on Monday, October 5, 2015 and held open until the next Planning Board Public Meeting on November 2, 2015 at 4:30 p.m. because of an omission in notification of the adjacent property owners. Enclosed is a revised Notice to Adjacent Property Owners form to send to the following: SCTM#1000-96-1-11.1 640 Church St., LLC, c/o McCarthy Management, Inc., 46520 CR 48, Southold, NY 11971 SCTM#1000-96-1-19.1 Arthur Junge, 418 Moulton Hill Road, Lyman, NH 03585 SCTM#1000-96-1-20.1 27A North, LLC, c/o Chris Mohr Landscaping, P.O. Box 48, Cutchogue, NY 11935 The Agricultural Data Statement (copy enclosed) needs to be sent to: SCTM#1000-96-2-10.2 LIV2MAX, LLC, c/o Carol Festa, P.O. Box 792, Mattituck, NY 11952 Please return the enclosed Affidavit of Posting along with the certified mai'fn recei t;s AND the sl ned Teen return recei t cards before 12.00 noon on Frida October 30th. Please note the new hearing date and time on the si n and return it with the ost to the Planning Board Office after the public hearing is closed. If you have any questions regarding the information contained in this letter, please contact the Planning Board Office. Very truly yours, "___ H, 41-14 ?-, James 11. Rich, Ill Vice-Chairman Southold Town Planning Board Notice to Adiacent Propertv Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-96-1-17.5; 3. That the property which is the subject of this application is located in the Light Industrial Zoning District; 4. That the application is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules with an inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres. The property is located at 6155 Cox Lane, ±450' n/w/o Cox Lane & CR 48, 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.south I townn v; 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(cDtown.southold.ny.us; 6. That a public hearing will be held on the matter by the Planning Board on Monday, November 2 2015 at 4:30 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that you or your representative have the right to appear and be heard at such hearing. (Please note: this hearing was previously held on October 5, 2015 and kept open due to an error in noticing of adjacent property owners.) Petitioner/Owner Name: Sun Edison/Town of Southold Date: 10/6/15 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: Sun Edison Address: 12500 Baltimore Avenue, Beltsville, MD 20705 Land Owner(if other than applicant): Town of Southold Land Owner Address: P.O. Box 1179, Southold, NY 11971 Description of Proposed Project: This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules with an inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District. Property Location (road and tax map#): 6155 Cox Lane, ±450' n/w/o Cox Lane & CR 48, Cutchogue, NY 11935; SCTM#1000-96.-1-17.5 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-83-3-2.2: Lieb Vines, LLC, P.O. Box 907, 14990 Oregon Road, Cutchogue, NY 11935 SCTM#1000-84-1-13: Michael & Maria Demchak, 3206 Carnoustie Court, Riverhead, NY 11901 SCTM#1000-84-1-25.2: Donald & Jeanne Grim, P.O. Box 300, Cutchogue, NY 11935 SCTM#1000-84-4-1: Cutchogue Fire District, 260 New Suffolk Road, Cutchogue, NY 11935 SCTM#1000-95-2-1.1: John P. Krupski, Jr., 95 Laurel Hill Road, Northport, NY 11768 SCTM#1000-96-2-5: Russell C. McCall, 275 Spring Street SW, Atlanta, GA 30303 SCTM#1000-96-2-7: Rhx Corp., 591-A Bicycle Path, Port Jefferson Station, NY 11776 SCTM#1000-96-2-10.2: Carol Festa, LIV2MAX, LLC, P.O. Box 792, Mattituck, NY 11952 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant/Agent Signature Date �� -L� fvt�r�iC Submission Without a Cover Letter 15 Sender: � G 11 I lil,l t- naLq cd Subject: SCTM#: 1000 - Date: Comments .. ,w �C ec ., USS.co O - CJS Tracking® Page 1 of 2 S a English Customer Service USPS Mobile HI,Keith ALERT:Check here For Hurricane Joaquin-related USPS service disruptions Read more s USPS Tracking® ;,����� Customer Service �7 �W� Have questions?We're here to help. J Get Easy Tracking Updates> Sign up for My USPS. Tracking Number:70112000000173743703 Your item was returned to the sender on September 21,2015 at 9:18 am in CUTCHOGUE,NY 11935 because of an incorrect address. Product & Tracking Information Available Actions Postal Product: Features: Certified Mail'" Text Updates DATE A TIME STATUS OF ITEM LOCATION Email Updates Sul lerriber 24"2016,9:18 No Such Number CUTCHOGUE,NY 11935 am Yaw Ram was retucried to the sonder on September 21,2015 at 9:18 am in CUTCHOGUE,NY 11935 [Sticabuuw ol`an Incorrect eu'lttt r:rns. Sr„rp6eirihra 19,2ot r,t1t,W pddrt Departed USPS Facility MID ISLAND,NY eptembor IM 2015. 4 Arrived at USPS Facility MID ISLAND,NY Pro Track Another Package Manage Incoming Packages Tracking(or receipt)number Track all your packages from a dashboard and No tracking numbers necessary, dy�i ilvnr��1 Track It Sign up for My USPS> HELPFUL LINKS OPd ABOUT..USPS COM OTHER USPS SITES LEGAL INFORMATION Contact Us About USPS Home Business Customer Gateway Privacy Policy Site Index Newsroom Postal Inspectors Terms of Use PACs USPS Service Updates Inspector General FOIA Forms f5,Publications Postal Explorer No FEAR Act EEO Data Government Services National Postal Museum Careers Resources for Developers Copyright 0 2015 USPS All Rights Reserved. ttps://tools.usps.com/go/TrackConfirmAction.action?t ef=fullpage tLc=1 text2 777=... 10/5/2015 9 FF �% ..(r f v CnN GPIGreenman - Pedersen, Inc. Engineering and Construction Services Phirl�.i.ing',Boaird ............... .................................................. DATE: 10/1/2015 JOB N0.2014034.02 TO: De artment of Plannin ATTENTION: Plannin Board Office --- �_._....__ _. --- ---------. _ 9 Town of Southold RE: Southold Landfill Solar Production Site . ......... ....... .. Town Hall Annex Building -- 54375 Route 25 P.O. Box 1179 Southold,NY 11971 We are sending you:Hx Attached Separately via: The following items Shop Drawings Prints Plans Samples Specifications Copy of letter Change Order x Other Return receipt cards COPIES DATE NO. DESCRIPTION 15 Return Receipt Cards THESE ARE TRANSMITTED as checked below: For approval Approved as submitted Resubmit Copies for approval X For your use Approved as noted Submit Copies for As requested Return for corrections Return C . .n q Corrected prints For review & comment :1 FOR BIDS DUE 20 ® PRINTS RETURNED AFTER LOAN TO US REMARKS: Attached are the return receipts received b GPI b 10-1-2015. We will be brin in to the Hean ,,,.,,, ���.��� ������. . .._..--- ,. .. ---- . . .......__..._. .-. . . --- - ..... y..— �.y-------------------------- . ._... —...-- ng on October 5,2015 the receipts that we receive after this mailing. — -. COPY TO: File _ _.. --------... ... SIGNED: Keith Holley� ..m�w._.. 325 West Main Street, Babylon, NY 11702 Tel: (631) 587-5060 Fax: (631)422-3479 www.gpinet.com Tax Map Receipt Tracking w. Date Sent Green Card 83-3-4.7 Y Y Y 83-3-6.1 Y Y Y 84-1-26.3 Y Y Y 84-1-32.1 Y Y Y 84-3-1.1 Y Y N 84-3-2 Y Y Y 84-3-3 Y Y N 84-3-4 Y N Y 84-3-5 Y Y Y 96-1-2 Y Y Y 96-1-3 Y Y Y 96-1-5.1 96-1-9 Y Y Y 96-1-11.1 Y(no date) N N ultimately no proof of date sent 96-1-13.1 Y N Y 96-1-16 Y Y N 96-1-15 Y Y N 96-1-14 Y Y N 96-1-18.2 Y Y N 96-1-18.3 Y Y N 96-1-19.1 Y(no date) N N ultimately no proof of date sent -AUY 96-1-20.1 Y(no date) N N ultimately no proof of date sent LIUU 83-3-2.2 AG Y N Y 84-1-13AG Y Y N 84-1-25.2AG Y Y Y 84-4-1AG Y Y Y 95-2-1.1AG Y Y Y 96-2-5AG Y Y N 96-2-7AG Y Y Y 96-2-10.2AG YN N ultimately no proof of date sent f. Michaelis, Jessica From: Holley, Keith <kholley@gpinet.com> �� ��'" l � 'rd� � . Sent: Friday, October 02, 2015 11:27 AM � °�°�•. ......,.� To: Michaelis, Jessica Subject: certified reciepts l,! �W 11 -� Attachments: certified reciepts.pdf; cutchogue fire.pdfr��iwl,l—rli � r;l www IFUmrni g Board Jessica, Here are receipts we have. We are tearing apart receptionists desk as I write. Some have been returned that are missing. GPI Keith Holley, CPESC t nvirvrnnental Scientist Greenman-Pedersen, Inc. Engineering and Construction Services 325 West Main Stieet,Babylon,NY 11702 d 631 761 7353 1 F 631 472.3479 kholleyCa)gpinet.com 14=snvvv.r{pinet.corn An Fr;r:ezi Opfar'i;nity,.�rr;pfoyr r This communication and any attachments are intended only for the use of the individual or entity named as the addressee. It may contain information which is privileged and/or confidential under applicable law. If you are not the intended recipient or such recipient's employee or agent, you are hereby notified that any dissemination, copy or disclosure of this communication is strictly prohibited and to notify the sender immediately. 1 AFFIDAVIT OF POSTING E 0 ��R21�) This is to serve notice that I personally posted the property known ash(Ti jOW111 wIa�r�i�cal 8�g�a� 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 Oc,—c:)&,2 50 I-01 C 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 AooTe y8 C"i cox LN-or- 71-1 Your Name (print) Signature ° - :;� �" ���� Address " Dat M Not ry Public HELEN M. AMBROSIO Notary Public,State of New York No.4908108 Qualified in Suffolk County Commission Expires October 13,20 L 1 PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 10/2/15 Re: Proposed Site Plan for the Commercial Solar Energy Production System at the Southold Town Landfill SCTM#s: 1000-96-1-17.5 Date of Public Hearing: Monday, October 5, 20151 6:04 p.m. Notice to Adjacent Property Owners Commercial Solar Energy Production System at Southold Town Landfill 6155 Cox Lane Cutchogue, NY SCTM#1000-96.-1-17.5 lAvN tLn vw n cnv"✓ \A. 83.-3-4.7 > t 1(;r c I c IBA 't R's r 12. 96.-1-5.1 -r,-H,,� L L po 952 II.IG{�jvtdC`� Soy\& -L ble �vl2 Lh 1-ta�4uLK gg ,ta3S ';13. 96.-1-9 fLw��P 4(�SD It9�z 2. 83.-3-6.1 /U4ir �regvY.n.d Cu�k.hctlx (Qyo chuv`k s( LtC M3ev,cCp -,t.,LeW%5V MUrp'y UlDs2O YL�+� Sit' O l C l.ow 3. 84.-1-26.3 .-1fh4.114,ac A, e r�µ.,.►.rasse� Ito3o 14. 96.-1-11.1 L��YLh -fit✓a+ Rs-, 01 ,S CCNC:Llur.. `15. 96.-1-13.1 Po S3L4 4. 84.-1-32.1 pu t t_4s. C u-1 c_v\oq.� 1 lq 3S ue 5. 84.-3-1.1 16. 96:1-16 W' l 5 0� S PO 7y I (D-e(uN-.lc- t Vg S6 pld COQ nil n El C07 ,,,,. 6. 84:3-2 Ele,d l„na.r� �� �tti��p 17. 96.-1-15 eW�ti d Gv>S5 7. 84.-3-3 naD n., h ss�er r 6 ay\V,x{ 18. 96.-1-14 Po /&y Cu-�Gha�ue ;v�v�t n,wtte.vs npa-(4-4 blf- 2,io�`II�`r G�4tI.u�3�o 8. 84.-3-4 �o c 2m w �. 'eSihowv0+on I'917 19. 96.-1-18.2 po co t 61C*5+ f-fUld t r\-I LLC 9. 84.-3-5 SI p4u ncc.aH o%-. SUV#F.o(d 20. 96.-1-18.3 '� l P cz�rvttl� C &L&hDld sold waste 10. 96.-1-2 'hw pi) (r')ct ,sc�old► 21 96.-1-19.1 1,Atg. „nom SIN ee o�se� Alt�hencc Mo-�fCh ue 11931 22. 96:1-20.1 ` `�'w b�� C-10 a 11. 96.-1-3 P 0 5 9b Cu 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: Sun Edison Address: 12500 Baltimore Avenue, Beltsville, MD 20705 Land Owner(if other than applicant): Town of Southold Land Owner Address: P.O. Box 1179, Southold, NY 11971 Description of Proposed Project: This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules with an inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District. Property Location (road and tax map#): 6155 Cox Lane, ±450' n/w/o Cox Lane & CR 48, Cutchogue, NY 11935, 'L'�fW6P//�t-5 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: "°"SCTM#1000-83-3-2.2: Lieb Vines, LLC, P.O. Box 907, 14990 Oregon Road, Cutchogue, NY 11935 SCTM#1000-84-1-13: Michael & Maria Demchak, 3206 Carnoustie Court, Riverhead, NY 11901 ,,-SCTM#1000-84-1-25.2: Donald & Jeanne Grim, P.O. Box 300, Cutchogue, NY 11935 SCTM#1000-84-4-1: Cutchogue Fire District, 260 New Suffolk Road, Cutchogue, NY 11935 SCTM#1000-95-2-1.1: John P. Krupski, Jr., 95 Laurel Hill Road, Northport, NY 11768 SCTM#1000-96-2-5: Russell C. McCall, 275 Spring Street SW, Atlanta, GA 30303 SCTM#1000-96-2.7,; Rhx Corp., 591-A Bicycle Path, Port Jefferson Station, NY 11776 SCTM#1000-96-2-10.2: Carol Festa, LIV2MAX, LLC, P.O. 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L, ` Arl Ln _ r9 0 �r.� na rlr "ir rrll�froq r y.P irt,t , ,rnr,, i,orii ,i, ,il, r; i �,,,./// t i 11 I In I (a r,a / l rr lr,,l/l� ✓ai„�ri�ii rr ;1Jf�,)�'/,G�/t'l%fir„rii/ro�,„ef Jiii,r,✓,,,,,, r r/PJh 1 C3 �• A, m 7 rt Y V e i L-n rl O / k ra mommillosimism B-sliniminumm, ■ Complete Items 1,2,and 3. A S9, suture' ❑Agent tee p ■ Print your name and address on the reverse L Ad so that we can return the card to you. �, � or on the front If space permits, p Bf() HvOry ) r1r�N� `?L . ..I d o ,. ■ Attach this card to the back of the mail lece, � D. Is delivery address dRiererat from Item 1? Yetm 1. Article Addressed tq: ry If YES,enter delivery address below: No Martin Alphenic PO BOX 590 305 Tutthill Lane utcho ue,ICY 11935 Mswvloo tae Ci PrlorityMali EXPTe m _ N w d 11111 Jill 1,111111111� IIa Jill 111 0 Mull slgnatum 0 Reowwod Matil", �Adkgll;ErIgpoturaf Restrlctad Dsllveay 1 R tstoted Malt ll"Wed adlfl MA00 Do very 95 10 9u 3 01 5120 3 7 "� alriltkrod Malt floMfloWd DarlVvarry^ elunh tN IPt top " r Collum orI&lallvery arolosndisa Vonsl t.l Caa)o+at on Delivery liosu9 vrci l llvasxy Cf uaie COntlrra^ ticot'ae Arcle Number(pnsr f/orri fenrlczt daJcrtl t 1 slnoturod caaarinaron ,?01], 2000 0 1 r ?4 361-12 Rastrlcted Delivery 3 Form 3,811,April 2016,ll ESN 630.0 -0110-glary Doniest1b Return IZ-010I A, e��,,re t ,t k ❑Ase __ _.�. orn ❑Adldre� ,.. �. ... �. Q „ B. Received by(Printed Name) C. To)Dellve r � „ 4.¢ W� D. Is dellvery address different from Item 1? L Yes..' If YES,enter delivery address below: ❑No 3. 1.1 Pflorty Molt PxPM $VAo❑Adult Sldnelu ["A Roolstor MalIRTA Ms t3uir dau Restricted Delivery Ct Re 4ce�s i M l float Carmdtlodflioll t Do vefy 0e61@ed Mall Restricted Delivery mourn tit ❑Collect on Delivery sfohoraddsa' ❑Collect on Delivery Restricted Delivery tea Slgnahoo C:ood'Yffnamt"10 ❑Insured Mail 1:3 slonatua Co irrrqutlo4r �.4 llvaya^' ',�dl.�Fr ?tIVwdP m�,f�#rdod.C�lirruN.., w ,o... k w � 13Agent Addrosel b .r .. � {y A e W4 by by fdri�t�ed Nae) o of Delvery e�U - Name) ' .�.... D. Is delivery address different from Its 1? ❑Yes If YES,enter delivery address below: ❑No Service Type ❑Priority Mali Express® Aduft Rlsnaturo rj Registered mall", Adukk 01grolure RostAftd DolVvofy Cl Rp Vstared Nall Ro�lotod fitlf4od Mallo9N Co Wery CItGed Moll Relit Dplivoly etunl r10060,t"na of t err Dlty y Mraotiandlsaonatum re 1, t e ^ ml���t+Nlastaiuxl rM l i t:a ted lfsvlro connanstion laeoair l li iroaemfirrtad Llaiiv Mislead Delivetiy d' Domestic Return Receipt 3i t Agent and 3. 7 E3 ■ Print your ate name and raddress on the reverse . w .. y ._ drearase . so that we can return the card to you. B 'µ Delivery B. flewarrivaai by(Printed Name) ■ Attach this card to the back of the mallplece, f Deuv • .. C. Date Y or on the front rf s ace iaetmlt --w-.M„ w es " D. Is delivery address different from Item f C �r1' �' If YES,enter delivery address below: ❑No AS hree Brothers Reality Corp r BOX 126 NY 11977 ANe thr t/ C I ice'11111 0, r IIIIIl I ❑teteNvdd MM�u1'l S r° CJ Adult o U Ault SNg Restricted DelNeryIIIIIIII IIIIIIIII IIIDo vaivy e t ltw^ attjm rwiaetIAIor L artlrtad tall DaIN ertwaal se 9590 9403 0156 5120 3986 27 11 Coilect on Deliveryl:t sl a¢vlara Confirmalliori o _ -• ❑Collect on Delivery Restricted Delivery �ftnetwo o tia"ntlan 2rtalra Nu�N6wr fTtanetr fram stttWttae Caba11 ❑Insured Mall 4iewalrlelatd Clsltvery I, P n❑0 0001 7 3 7 4 -17'4 7' p Restricted Delivery Q , III Complete Items 1,2,and 3. al atom to ■ Print your name and address on the reverse ���� , � ��� � 0Agent so that we can,mourn the cardi to you. ■ Attach this card to the back of the mallpiece, S MN ar Dived byBale of Dstivery or on the,front if Space permits. �. 1. Article Addressed to: D. Is delivery addre,0 dent troy t,fora 1" YOS If YES,enter dell v"r addreek slow', I No Blast Holding LLC a. 510 Yennecott Drive Southhold, NY 11971 3, Service Type ❑Priority Mall Express® IIIIIIIII IIII III I I I II I IIIII I I IIS I I I II I I I I III ❑Adult Signature ❑Registered Mall ❑AAdultSignature Restricted Delivery ❑Registered Mell Restricted ❑Certified Mill Delivery 9590 9403 0156 5120 3988 10 ❑CoMed Mall Restricted Delivery ❑Me hendlae�for 13 Collect on Delivery 2. Article Number(Ransfer from serv1co&be) ❑Collect on Dellvery Restricted Dellvery ❑Signature Confirmationn" !a1 2000 0001 7374 q PS Form 3811,April 2016 PS ■ Complete Items 17theback . A, Signature ■ Print your name as on the reverse , O Agent so that we can retard to you. 0 Addresses ��. � m ■ Attach this card to of the.mailplecer r t .z ' B, Reeely by(Printed Name) I t t1 elver or on the front If space permits. ^��) 1. Article Addressed to: D. Is del ve add is different If YES,enter livery add Iatdirir 1. +° wmj i b Vines � � LLC � P.O. Box 907 14980 Oregon Road ,p H r" tchoue NY 11935 s. Servicearl pa lwr » rxpma ❑Adult eignalure ❑Roglallmdl Malt Ricall Adult tllgnatsra Restricted Delivery ❑I�Ie:Catared Mall Restricted onitWid Ia W I Ma vary 95 9403 0156 5120 3966 Merl Restricted Delivery tato RaoekA for �.• ❑Collect on Delivery araraar dlgaa 2..W_Article „,„„„�.,�ber _ ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation*" 2. Article Number�I ensfar fraarn sarrvFrra kstaasll ?011 2000 0001 7374 3734 o arp cwrmd Mall Restricted DelNery ❑Restricted Delivery ature tion PS Form 3811,April 2015 PSN 7530-02-000-9053 Domestic Return Receipt ® eI Jill . 0 ® 3 ■ Complete trema 1,2,and 3. ant In Print your name and address on the reverse so that we can return the card to you. � a D WY Is Attach this card to the back of the mailpiece, nn) I� R aN'Ued by i f�tsd fVar _or o_n the front If of tt el'I'Ilts __ i_ tw rvi" Article Addressed t0: D. Is deilve a rdreli different from Its 1? If r delivery address below. No Cutchogue Fire District 260 New Suffolk Road Zutchogue, NY 11935 3. Service Type Riorlty Man FXnrrrre III IIIIII IIII III I I I II I VIII II III I III I I IIII I III o Adult signet r ❑f vistomd�Ivaa 1�"N Adult 39gotrars Restricted Delivery �I�+rar� d Malt f�k�d certlnadWA Rafvo Ipea ppt r 20 3986 74 2:11odMollRestrictedDelivery tularrolaandlas 9590 9403 0156 51 ❑Collect on Dellvery t1 Igrr rturo frruflrarnatvvru°v"' I Collect on Delivery Restricted Dellvery ' fBre Nuipb r(Naris a rcw®l i e label t,Insured Mall r. Ggpwatuoe c(91,111 rn��k9cr� r r lrMod Dallivery w" a' '' f1 pnstruvtd Mali Restricted Delivery 6----,064(1` 0007' J 013 4 7; 3Ail over ��d � ® ® lE . all Is Complete items 1,2,and , FIs 'cbmpl to 7ASIgnature item 4 if Restricted I eiVvei il~ d. E3 Agent ■ Print your name and address on,the mvcr7i ... •-_• ❑Addressee.- so that we can return the card to you. ci by(Printed ttrry LCDate of D Nlvery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D; I __n s detive ddress dl ere t rn item 1"X91e, 1. Article Addressed to: If YES,a delivery address below: ❑ No F McBride&Sons LLC 10415 Oregon Road Cutchogue, NY 11935 3. Service Type *'Certifled Malls ❑Priority Mail Express'' ❑Registered §L Return Receipt for Merchandise ❑ Insured Mall IT Collect on IptlNvey _m 4. Restricted Delivery?(Extra Fee) ❑Yes 2 Article Number 7011 2000 0001 7374 1686 (Transfer from service PS Form 3811 July 2013 Domestic Return Receipt ■ Complete Items 1,2,and 3. A" " ■ Print our name and address on the reverse d, l7 Agent Y f Addr qe so that we can return the card to you. - ■ Attach this card to the back of the mailpiece, rived�` frrt faarrs)t .r, C71 ""' ttt li or on the front If span pefrrlits. �,.. .mm ,,, , 1. Article Addre�ad to.""" �� " �� D. Is delivery address different from Item 1? ❑Yes If YES,enter delivery address below: ❑No Donald&Jeanne Grim ill Box 300 Cutchogue,NY 11,935 11 A II I IIIIII IIII III I I I II I(IIII I I III I II I I IIII I I III 3. Service Type ❑ *Ilty Mail Express® t�Adult Signature El MRrrglstored Ma6lT^' �Csrtlfled AeduNt Slgl ❑it wil Restricted Delivery s ilotered Man Restricted oriff od Mall® Do very 95 9403 01 5120 3986 67 Men Restdated Delivery oturn r Ivai for ❑Collect on Delivery or handlso v a- ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation- ❑Insured Mall ❑Signature Confirmation 15 0640 0007 3�... m 013 4 7 2 6 ❑Insured Moil Restricted Delivery Restricted Delivery ..... . .... . ..... ty ¢r PS.Form 3811,April 2015 PSN 7530-02-000-9053 Domestic Return Receipt Y ■ Complete items 1,2,and 3. A. g Sl S °natcl Agent ■ Print your,*We and address on the reverse so that w f can return the card to you. Addresses Adages„ ■ » oald to the back of the mailpiece, S fiv byDate of Delivery a~at^g o front if s a entlllGs. D. ,� I�� d�r�� t�� �art 117: fron_ If , I�.m nnit& 1. Article Addlessd to: .. .s..... ? 1Yes If YES,ant delivery address bal 1 ❑No Robert& Kelly Krudop 4650 Ole Jule Lane Mattituck, NY 11952 El Adult Slgnata nre Restricted Delivery ❑Registered Mall Restricted II I IIIIII IIII III I I I II I VIII I I III I I II II I I II I III 3. Service Type ❑Priority Melt a IITM ❑Adult r�Ilignatr�na ❑Registered MaIITM 9894 9403 0186 5120 3987 80 certitued Mall ib Delivery »e itNrlsd Mell Restricted Delivery �Retum Reoelpt for Aril Numbel flaritfeA ❑Collect on Delivery '� Signat.hanure Co .. fYrJrNr�,pp�r f�ej)m�� EI Collect on Delivery Restricted Delivery ❑Signature ConflrmeUonT"" 1 2000 001 3 74 3659 ❑❑Insured Mall ❑Signature Confirmation Insurad Moll Restricted Delivery Restricted Delivery ovsr4,Nttl P'' 00 ■ Completes Iterns 1,3,fired 3.Also Complete A. 'Signa Item 4 If Restrictedfi I#very Is desired. � � � ❑Agent ■ Print your name and iddress on the reverse ❑Addressee so that we can retuil tithe cart'to you. B. Received by(Printed Name)mm C to of )WIvery ■ Attach this card to the back of the mailpiece, or on the front if space permits. _µV14mn.. -- - - D. Is delivery address different from item 1" t-i Ye 1. Article Ad essed to: If YES,enter delivery add ss below: I No North Fork Recycling INC PiCtIox 982 �(/`TG��6✓� rJ� I f 935 84;75 COX LANE Cutchogue, NY 11935 3. S ice Type ertlfied MaII® ❑Priority Mail Express' ❑ Registered [Return Receipt for Merchandise ❑ Insured Mail 11►`Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2, Article Number01 1 2000 0001 7374 1679 (Transfer from service fafray .. .. 7 PS Form 3811,July 2013 Domestic Return Receipt ■ Pit your n mea d address on the reverse N1 A. SI n turtr so that we can return the card to you. ; d) ■ Attach this card to the back of the mailpiece, �� lived; or on the front if space pernlLI rectae 11 We rnted rrre Date 21 1._Article Addressed to: D. Is rWry address d6Nf ertt tl �w I�txr 17 ❑yes RI If YES,enter delivery des b,e!a o 0thold Solid Waste Mana T lurk I� 79 8 'S RT 25 5Ut 11971, 3. Service Type ❑Priority TIA 2. Article NIumbeIr�I V II I VIII I I III I I I II I I II I I III M all E xpres s®gRegistered Restricted Delivery 0ae�!:V Ip trlc ted Certified Melt® fttrn tq.tNrt for El Collect on Delivery r 9694 9403 01 5120 3,988 43 � rUfled Mall Restricted Delivery (Tferrom service label) ❑Collect on Delivery Restricted Delivery ❑Signatue ConflrmetlonT^ ❑Insured Mall ❑Signature Confirmation ❑Insured Mall Restricted Delivery Restricted Delivery af" flgtt PS Form 3811,April 2015 PSN 7530-02-000-8053 Domestic Return Recelpt . e . ■ Complete Items•1, , rtd 3.Also complete 3N ti para item 4 if Ftestrloted 1d'Ivsry is desired. r ❑Agent ■ Print your name and address on the reverse r 14 so that we can return the card to you. M _ I ddresseeee ■ Attach this card to the back of the mallpiece, B Re Iva y(Pri ed Name) . Date of tiellvairY,. or on the front if space permits. r e✓L� 1. Article Addressed to: ._.. W ..�..... D. Is deldvtiry address different fropt i�R t C3 ye If YES,enter delivery aridr "f Corazzini Realty LLC PO BOX 1281 Cutchogue NY 11935 3. service Type 4�„ "" ��r ° , ❑Certified Mall® ❑Priority Mall-Ificpresw Registered Return Receipt for Merchandise Insured Mall ❑Collect on Dell very ..... .....Ww ...wW. .., 4. Restricted Delivery?(Extra Fee) 13 Yes 2. Article Number (liansfer from service label) 11?011 2000 0001 7 3 7 4 1716 PS Form 3811,July 2013 Domestic Return Receipt • d6mpleteRems 1,2,and 3. A. Signature ■ Print your name and address on the reverse X `, � r►t so that we can return the card to you. t Na _, ❑Atidtairse ■ Attach this card to the back of the mallplece, 0nl fl by(Prd C DateofDeuver� or on the front If space permit% 1. Arttnie Addreaseri to: D lad Iivery address ciftent from Item 1? I Yea If Y '„enter delivery address below: ❑No P First Baptist Church PO BOX 534 21405 Country Route 48 -utchogue, NY 11935 II I IIIIII IIII III I I I II I VIII I I III I I II I II I III�II Type e o re �pUlf sp oPriority aa rM"❑aut slgaatum Restricted Delivery ❑Re latered Mall Restricted M'Co95 9403 0156 5120 3987 73 rdfl oWrMedDollvery ❑od Mall* Delivery 9590 Merchandiseri Colloot oil Deldvary . a Collool an Dowary(t niatad oolivary ❑Signature ConflrmatlonTm 7 3 7 4 3 6 7 3 n drrrrurad Wul El Signature Confirmation 2000 00� u . , _ _ t trasumd Mail Restfgr�z�d_Daltvrmr^v Restricted_Delivery PS Form 3811,April 2015 P3 ■ Complete Items 1,2,and 3. A. din ate„.,, ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. C3 Addressee • Attach this card to pthe back of the mallplece, . I by(A-11110rl) C�aie of Iwei '. or on the front Ifs ace permits„ 1. e Addressed to*, D. Is delivery address d fersnt from Item l? ❑ytrs Glen Heidtmann ' If YES,enter delivery address below: ❑No Glenn Jr Heidtmann Jeffery Heidtmann ; O Box 932 ld tch gue�, NY 11935 ow; 3. Service Type ❑Priority Mall Express® ❑Adult Sdgnatura ❑Registered Ml 13 Adult Spgbroatura Restricted Delivery ❑Registered Mail Restricted' fled MOM Delivery 9590 9403 0155 5120 3982 16 Comiled Mail Reartilotad Delivery 1dRetum Receipt fbr ❑Collect on Delivery rWerchandiBe 2 JtrrRM+tce tat a�i° aai�;7T ar inm carvlca J4aA la- Y 0 Collect on Delivery Restricted Delivery ❑Signature ConflrrnatlonTm ❑Insured traMciN ❑Signature Conflrrnatlon i 011 2000 0001 7374 1723 d hisuled Meil Restricted Delivers, Restricted Delivery PS Form 3811,April 2015 PSN 7530-02-000-9053 Domestic Return Receipt ; S11, Ij SP'S 'Frac ki Page I odl. Elg'R'4 l A[iERT. 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Box 1179 Southold NY 11971 DONALD J.WILCENSHI ' Chair � � r OFFICE LOCATION: Town Hall Annex WILLIAM J.CREMERS , PIERCE RAFFERTY r �� ` 54375 State Route 25 JAMES H.RICH III � � ° ��� � r1'r�, (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Southold, NY Telephone: 631 765-1938 www.s outh oldt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 23, 2015 Mr. Matthew Martin Cutchogue Fire District 260 New Suffolk Road Cutchogue, NY 11935 Re: Request for Review on the Proposed Site Plan for Commercial Solar Energy System at Southold Town Landfill Located at 6155 Cox Lane, ±450' n/w/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96.-1-17.5 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 proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules at ±7'4" tall covering 1.65 acres on the existing landfill cap with a ±17' x 8' inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, ! .h. . Brian Cummings K..m. Planner Encls.: Site Plan Application Site Plan MAILING ADDRESS: PLANNING BOARD MEMBERS ;� ���' �� P.O. Box 1179 Southold, NY 11971 DONALD J.WILCENSHI ,�4 -F Chair ' �' OFFICE LOCATION: y �;t , WILLIAM J.CREMERS P� ��"� � �� Town Hall Annex PIERCE RAFFERTY " 54375 State Route 25 JAMES H.RICH III ,° (cor.Main Rd. &Youngs Ave.) � "° "" `'"" �� -y Southold, NY MARTIN H.SIDOR , Telephone: 631 765-1938 www.southoldtow-xmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planner& Date: September 23, 2015 Re: Site Plan for Commercial Solar Energy System at Southold Town Landfill 6155 Cox Lane, ±450' n/w/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96.-1-17.5 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules at ±7'4" tall covering 1.65 acres on the existing landfill cap with a ±17' x 8' inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District. Thank you for your cooperation. Encls: Site Plan Application Site Plan MAILING ADDRESS: PLANNING BOARD MEMBERS ����� b d y P.O. Box 1179 Southold NY 11971 DONALD J.WILCENSKI ' Chair OFFICE LOCATION: �z WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTYi �;i" 54375 State Route 25 JAMES H.RICH III q,' (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ,r ' 4�' �" Southold,NY Telephone: 631765-1938 www.southoldtowirmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Peter Doherty, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planner® Date. September 23, 2015 Re: Proposed Site Plan for Commercial Solar Energy System at Southold Town Landfill Located at 6155 Cox Lane, ±450' n/w/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96-1-17.5 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules at ±7'4" tall covering 1.65 acres on the existing landfill cap with a ±17' x 8' inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings'including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-96.-1-17.5 MAILING ADDRESS: PLANNING BOARD MEMBERS /F` �^� � ' P.O. Box 1179 DONALD J.WILCENSHI � �� � v„ Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS �� Town Hall Annex PIERCE RAFFERTY i` 54375 State Route 25 JAMES H.RICH III �;,� ` r (cor. Main Rd. &Youngs Ave.) � o„ MARTIN H.SIDOR '' U Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Peter Doherty, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planner Date: September 23, 2015 Re: Proposed Site Plan for Commercial Solar Energy System at Southold Town Landfill Located at 6155 Cox Lane, ±450' n/w/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96-1-17.5 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules at ±7'4" tall covering 1.65 acres on the existing landfill cap with a ±17' x 8' inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-96.-1-17.5 MAILING ADDRESS: PLANNING BOARD MEMBERS o „ „ " P.O. Box 1179 Southold, NY 11971 DONALD J.WILCENSKI , Chair t OFFICE LOCATION: t WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY e- P 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR ��P° hQ q".�!� �f Southold, NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Planner® Date: September 23, 2015 Re: Site Plan for Commercial Solar Energy System at Southold Town Landfill Application Name: Commercial Solar Energy System at Southold Town Landfill Tax Map Number: 1000-96.4-17.5 Location: ±450' n/w/o CR 48 & 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: 9/3/2015) Revised Site Plan (Dated: ) Grading and Drainage Plans (Dated: Other (AS BUILT) (Dated: ) Project Description: This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules at ±7'4" tall covering 1.65 acres on the existing landfill cap with a ±17' x 8' inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft..of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District. Thank you for your cooperation. MAILING ADDRESS: PLANNING BOARD MEMBERS y P.O. Box 1179 � � DONALD J.WILCENSSouthold NY 11971 HI � �n� ��°��, Chair " �. 0 OFFICE LOCATION: WILLIAM J.CREMERS � �a f; Town Hall Annex PIERCE RAFFERTY � x `,i`r� 54375 State Route 25 JAMES H.RICH III ,1 (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR „. ���� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planne Date: September 23, 2015 Re: Proposed Site Plan for Commercial Solar Energy System at Southold Town Landfill 6155 Cox Lane, ±450' n/w/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96.4-17.5 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 proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules at ±7'4" tall covering 1.65 acres on the existing landfill cap with a ±17' x 8' inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-96.-1-17.5 MAILING ADDRESS: u PLANNING BOARD MEMBERS �� , " � iUd� P.O. Box 1179 Southold DONALD J.WILCENSKI f eu ' NY 11971 t Chair <<� OFFICE LOCATION: WILLIAM J.CREMERS r r' Town Hall Annex PIERCE RAFFERTY 1, " 4� a��; 54375 State Route 25 JAMES H.RICH III '0 ° ti lf, (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR I � js' Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: New York State Department of Environmental Conservation From: Brian Cummings, PIanneT eh : -. Date: September 23, 2015 RE: Site Plan Application Review— • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated review under SEQR Dear Reviewer: The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review under Article 8 (State Environmental Quality Review Act- SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Southold Referral & SEQR Coordination Page Two September 23, 2015 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Project Name: Commercial Solar Energy System at Southold Landfill Address: 6155 Cox Lane, Cutchogue Tax Map #: 1000-96.-1-17.5 Requested Action: This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules at ±7'4" tall covering 1.65 acres on the existing landfill cap with a ±17' x 8' inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Environmental Assessment Form • Site Plan Application Form • Site Plan(s) 2 MAILING ADDRESS: PLANNING BOARD MEMBERS �' ( � � �P'� , ' P.O. Box 1179 DONALD J.WILCENSKI Southold, NY 11971 Chair f; OFFICE LOCATION: WILLIAM J.CREMERSTown Hall Annex PIERCE RAFFERTY ''� u �, r.' 54375 State Route 25 JAMES H.RICH III MARTIN H.SIDOR �o � " ,z (cor. Main Rd. &Youngs Ave.) ��y��� � Southold, NY Telephone: 631 765-1938 www.southoldt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD . MEMORANDUM To: Suffolk County Planning Commission From: Brian Cummings, Planner Date: September 23, 2015 RE: Site Plan Application Review— • Request for comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated review under SEQR The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review under Article 8 (State Environmental Quality Review Act- SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Southold Referral & SEQR Coordination Page Two September 23, 2015 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Project Name: Commercial Solar Energy System at Southold Town Landfill Address: 6155 Cox Lane, Cutchogue Tax Map #: 1000-96.4-17.5 Requested Action: This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules at ±7'4" tall covering 1.65 acres on the existing landfill cap with a ±17' x 8' inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings (631) 765-1938 Enclosures: • Environmental Assessment Form • Site Plan Application Form • Site Plan(s) 2 MAILING ADDRESS: PLANNING BOARD MEMBERS �f � � ��15 P.O. Box 1179 DONALD J.WILCENSKI ��� ii Southold, NY 11971 Chair �',Q OFFICE LOCATION: WILLIAM J.CREMERS ,y r Town Hall Annex PIERCE RAFFERTYt �',� 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ( � � �� rl Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planne Date: September 23, 2015 Re: Proposed Site Plan for Commercial Solar Energy System at Southold Town Landfill 6155 Cox Lane, ±450' n/w/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96.4-17.5 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules at ±7'4" tall covering 1.65 acres on the existing landfill cap with a ±17' x 8' inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-96.-1-17.5 MAILING ADDRESS: PLANNING BOARD MEMBERS �` � �� ( P.O.Box 1179 DONALD J.WILCENSKI � i � Southold, NY 11971 tr � �H ; Chair ," t' OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY ` az'S '4 54375 State Route 25 JAMES H.RICH IIIA^ r (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR Southold, NY Telephone: 631 765-1938 www.southoldtow-xmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Bunchuck, Solid Waste Coordinator From: Brian Cummings, Plannek, Date: September 23, 2015 Re: Proposed Site Plan for Commercial Solar Energy System at Southold Town Landfill 6155 Cox Lane, ±450' n/w/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96.-1-17.5 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules at ±7'4" tall covering 1.65 acres on the existing landfill cap with a ±17' x 8' inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-96.-1-17.5 V GPIGreenman - Pedersen Inc. Engineering and Construction ServicesLs�U a rown 9 9 Pl niiin Board __... w .. .. _,. DATE: 9/16/15 JOB NO.2014034.02 TO Department of Plannin ATTENTION: Mr. Brian Cummings Town of Southold RE: Southold Landfill Solar Production Site �m. ..... ........-....................._.__ Town Hall Annex Building .. --- 54375 Route 25 P.O. Box 1179 Southold,NY 11971 We are sending you: x Attached Separately via: The following items Shop Drawings Prints X Plans Samples Specifications Copy of letter Lj Change Order Other COPIES DATE NOa DESCRIPTION __ .....�. ....... 7 9/03/15 Site Plans THESE ARE TRANSMITTED as checked below: For approval Approved as submitted Resubmit Copies for approval X For your use Approved as noted Submit Copies for As requested RetuM fpr c9rrections Return Corrected prints For review & comment FOR BIDS DUE 20 ® PRINTS RETURNED AFTER LOAN TO US ......... --- REMARKS: COPY TO: File ------------- ......_. � � --— ------- ........ ..... SIGNED: James P Garrahan Jr, RLA 325 West Main Street, Babylon,...ee...............N Y......�...m_____ .w�........................................................................... 11702 Tel: (631) 587-5060 Fax: (631)422-3479 www.gpinet.com MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 DONALD J.WILCENSKI Southold, NY 11971 Chair �y�� � � � �`�� OFFICE LOCATION: WILLIAM J.CREMERS ..................... I Town Hall Annex PIERCE RAFFERTY �� " �� ��o �' 54375 State Route 25 JAMES H.RICH III , °pool fir, ` (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR , �"� ,y�'" Southold, NY ;rra. Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 16, 2015 Mr. James Garrahan, Jr. 325 West Main Street Babylon, NY 11702 Re: Proposed Site Plan for Commercial Solar Energy Production System at the Southold Town Landfill Located at 6155 Cox Lane, ±450' n/w/o CR 48 and Cox Lane, Cutchogue SCTM#1000-96.-1-17.5 Dear Mr. Garrahan: I am writing as a follow-up to the Work Session held on September 14, 2015 where the Planning Board formally accepted the above-referenced Site Plan Application for review. In order for the Board to commence its full review, please provide a minimum of seven (7) prints of the proposed Site Plan dated September 3, 2015 that was reviewed at the Work Session. The Planning Board, its Staff, Town Departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Very truly yours, Brian Cummings Planner Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date September 14, 2015 Prepared By: Brian Cummings I. Application Information Project Title: Southold Landfill Solar Energy Production Site Applicant: Sun Edison Date of Submission: August 5, 2015 Tax Map Number: 96.-1-17.5 Project Location: 6155 Cox Lane Hamlet: Cutchogue Zoning District: LI — Light Industrial II. Description of Project Type of Site Plan: Solar Energy Production Facility Acreage of Project Site: 61.2 acres; 1.65 acre Solar Array coverage Building Size ±23,315sf existing This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules at ±7'4" tall covering 1.65 acres on the existing landfill cap with a ±17' x 8' inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District. A. Existing: Southold Town Landfill and associated buildings B. Proposed: 3,456 solar modules (1.65acres) at 7'- 4" tall on the existing landfill cap: - North array: 1,728 modules - South array: 1,728 modules C. With reference to the Planning Board letter finding the application incomplete, dated August 20, 2015: 1. Pursuant to §280-138D, provide the flat fee of $3,000.00 for new Site Plan Applications for commercial solar energy production systems; Submitted: Yes, the fee in the amount listed above has been received; 1 Southold Landfill Solar Energy Production Site 2. Revise the Site Plan Application form and notations on the site plan to correctly reflect the existing and proposed lot coverage and landscape percentages; Submitted: Yes, the site plan application form and the appropriate pages within the site plan have been revised to correctly show proposed lot coverage of 3.6% (±23,315sf of existing buildings) and a landscape coverage of 87.2%; Previous: Lot Coverage (30% max): 61.2% existing; 8.75% proposed Landscape Coverage (25% min): 100% exists; 100% proposed 3. Provide elevations and dimensions of the proposed inverter/transformer; Submitted: Yes, provided on page CP-07 of the site plan: ±17' x 2'-9" x 8' on a ±10' x 30' concrete pad; 4. Provide the planting height of the proposed arborvitaes. Submitted: Yes, seven (7) emerald green arborvitaes are proposed at 6' tall to be planted on top of a 12" inch berm at 10' on center; As discussed at the Work Session, County Route 48 is a New York Scenic Byway and the Planning Board determined that they will likely be requiring a visual assessment, as well as a complete noise analysis in helping to determine the impact of the proposed use. Staff: applicant will be providing the information above prior to October 5th; V: Staff Recommendations 1. Find the application complete for review; 2. Require an additional seven (7) prints of the revised site plan provided in order to begin referral process to relevant/interested agencies; 3. Begin the SEAR review by classifying the action as an unlisted action; 4. Set the public hearing for October 5, 2015. 2 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, September 14, 2015 4:00 p.m. Southold Town Meeting Hall 4:00 p.m. Applications Project Name; Commercial Solar Energy SCTM#: 1000-96-1-17.5 Production System at Southold Town Landfill 11.Location: 16155 C ox Lane, Cutchogue Description:. This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules at ±7'4" tall covering 1.65 acres on the existing landfill cap with a ±17' x 8' inverter " and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light{ Industrial Zoning District. Status: ! New Application Action: j Review for completeness. Attachments: Staff Report ! Project Name: The Heritage at Cut chogue 2015 j SCTM# 1000-102-1-33.3 Location: 75 Schoolhouse Road, on the n/w corner of Grilling Street and School House Lane, approximately 1,079 feet n/o the Main Road, in Cutchogue. { Description: This proposed Residential Site Plan is for development of 124 detached and attached dwellings classified in three types: 48 "Type A" units (1,999 r +/- sq. ft. livable area), 72 "Type B" units (1,599 +/- sq. ft. livable area) and 4 "Type "C" units (1,999 +/- sq. ft. livable area). In addition, there are proposed the following: a 6,188 sq. ft. community center with a ±1,125 sq. ft. outdoor swimming pool, one tennis court, 284 parking spaces of which 256 are associated with the individual dwelling units and 28 are associated with the community center, and various other associated site ! improvements, on a vacant 46.17-acre parcel in the Hamlet Density (HD) Zoning District. r Status. Pe,.. nding Action: Review Draft Environmental Impact Statement (D_.,EIS) for its adequacY�, i _ for public review. Attachments: Staff Report Project Name: A & S Southold Oil Corp. Gas SCTM#: 1000-70-7-4 Station Canopy Location: 49670 NYS Route 25, Southold Description: This Amended Site Plan is for the construction of a 1,568 sq. ft. canopy pursuant to ZBA File #6757 to cover the existing fuel pumps on 0.3 acres in the General Business (B) Zoning District. Status; Pending Action: Review referrals. Attachments: Staff Report ! Michaelis, Jessica From: Cummings, Brian A. Sent: Wednesday, September 09, 2015 11:32 AM �T� To: Michaelis, Jessica lu a �m� "n Subject: FW: Southold Solar Attachments: Site Plan App-REV 09032015 25.pdf S P 0 9 2(,H 5 UIfI rl:I'F [� Please print attachment for fileP,2121�irig Board From: Garrahan, Jim [mailtoJgarrahan@gpinet.com] Sent: Thursday, September 03, 2015 4:18 PM To: Cummings, Brian A. Cc: Escobar, Flor; Holley, Keith; Carey Ruetsch Subject: Southold Solar Brian, Attached is the revised Site Data page for the Site Plan application as we discussed, Please review and insert for use in the next work session. After the meeting we will provide a final conforming copy. We will hand deliver two full size revised site plans next week when we come to pick up the hearing information materials. Thanks for your help with interpretations. JPG GPIJames P. Garrahan Jr., RLA, LEED AP BD+C A.1/. R/Sr I.indscape Architect Greenman-Pedersen, Inc. Engineering and Construction Services 326 West Main Street,Babylon, NY 91702 d 631.761 7358 1 f 631.422.3419 'c 516 318.01629 Igarrahan gpinet.com I ywms i[et.corn An EquW Oppt;r;lumty Ern pfoyef This communication and any attachments are intended only for the use of the individual or entity named as the addressee. It may contain information which is privileged and/or confidential under applicable law. If you are not the intended recipient or such recipient's employee or agent, you are hereby notified that any dissemination, copy or disclosure of this communication is strictly prohibited and to notify the sender immediately. i Site arta Proposed construction type: New Modification of Existing StructureAgriCLIAUrat ....................... Change of use Property total acreage or square footage: 6 1.19 ac tic /Sq SitePlan build out acreage or square rootage: (IcJsq, ft. 1.65 AC Is there an existing or proposed Sale of Development Fights on the property? Yes No Wyes„ 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 oftAsapprovall3ate: 08 03 /2015 Is an application to the Southold Town Zoning Board of Appeals required? Yes No 0 .......... ....... If yes, have you submitted an application to the SBA? 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', Landfill / Dump Site -—- --- List all proposed property uses, _Solar Energy Field r �5 O/u Existing lot coverage: 'Yo 111ria posed lo 1 ' 0 ` . 3 1 -N-1A sq, 11, C.3ross floor area of proposed structure(s)i -t4/-A— . ............................... Gross floor area of existing StrUCtUl C(s), # ofexisting spaces�-O'.. ..Aofproposedspacvs: 0 1,oading Berth: Yes No N/A "/I,� Vropo'W' d halds(,,,Ipe uoverage'- , Wetlands. Isthus tri,()I)(,,,itywitfiii.i5OO' ofawetlau-udat-ea'? Yes No I., the undersigned, ok]Vy that Gall lit OFIM,�Ilc_ h is OAT� V 115 0�3/0'5 SignaturcofPreparer� ;J 1 J Site 2,11812010 Lick-, 6L a Submission Without a Cover Letter EEP 0 8 2015 uthold Town Sender: �� fldekl Boar Subject: (r� �✓\ ,�( �C� �Jlr m yp 5p SCTM#: 1000 - Date: q 1 'q> I Comments: 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: Sun Edison Address: 12500 Baltimore Avenue, Beltsville, MD 20705 Land Owner(if other than applicant): Town of Southold Land Owner Address: P.O. Box 1179, Southold, NY 11971 Description of Proposed Project: This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules with an inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District. Property Location (road and tax map #): 6155 Cox Lane, ±450' n/w/o Cox Lane & CR 48, Cutchogue, NY 11935, 15 _7P W60//Z.5 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-83-3-2.2: Lieb Vines, LLC, P.O. Box 907, 14990 Oregon Road, Cutchogue, NY 11935 SCTM#1000-84-1-13: Michael & Maria Demchak, 3206 Carnoustie Court, Riverhead, NY 11901 SCTM#1000-84-1-25.2: Donald & Jeanne Grim, P.O. Box 300, Cutchogue, NY 11935 SCTM#1000-84-4-1: Cutchogue Fire District, 260 New Suffolk Road, Cutchogue, NY 11935 SCTM#1000-95-2-1.1: John P. Krupski, Jr., 95 Laurel Hill Road, Northport, NY 11768 SCTM#1000-96-2-5: Russell C. McCall, 275 Spring Street SW, Atlanta, GA 30303 SCTM#1000-96-2-7: Rhx Corp., 591-A Bicycle Path, Port Jefferson Station, NY 11776 SCTM#1000-96-2-10.2: Carol Festa, LIV2MAX, LLC, P.O. Box 792, Mattituck, NY 11952 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. w Applicant/Agent SQnture Date #12415 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 24th day of September, 2015. Principal Clerk ...:. n Sworn to before me this day of Al 2015, � .. � LEGALNOnCE Nodee of Public Hearing NOTICE IS I3EREBY GIVEN that, pursuant to Section 276 of the Town Law CHRISTINA VOIINSKI d Article of the Code of the Town of Southold,a public hearing will be held NOTARY PUBLIC-STATE OF NEW YORK by the Southold Town Planning Board,at No. 01V06105050 theTown Hall,Main Road,Southold,New Otlailfl� In Suffolk County York on the 5th day of October,2015 on Y the question of the following: 1Uly Corn lsslon F.xplres February 29, 2016 6:01 p.m. Proposed Standard Subdivi- sion for Be"° ati,located at 3070 Peconic Lane,on the a/s/o Peconic Lane and on the s/s/o CR 48,in Peconic,To of Southold, County of Suffolk, State of New York. S #sl 74-3-15 6:02 p.m: Proposed Standard Subdi- vision for Noone,located at 210 Sigsbee Road,on the w/s/o Sigsbee'Road,164's/o Main Road,in Mattituck,Town of South- old,County of Suffolk,State of New York. S #sl -143-1-4.1 6:03 p. . Proposed Standard Subdivi- sion for Martz,located at 555 Broadwaters Roartl�,appr0iarrruk1Y MY W/rr%11111ewct:aa: Roaadjn t ld 1tr°H90C TOW" Of`"aOU11Mki, County .State' of?Nom York, SCTIvI#s1000-104-12-6.1 6:04 p.m. Proposed Site Plan for the Commercial Solar Energy Production System at the Southold Town Lan lo- cated at 6155 Cox Lane,±450'n/w/o Cox Lane&CR 48,Cutc ogue,Town of South- old,County of Suffolk,State of New York. SCTM#sl -96-1-17.5 Dated:9/1/15 BY ORDER OF TBE SOUrHOLDTOWN PLANNING BOARD Donald J.Wilcenski Chairman 124154T 9/24 a ;y MAILING ADDRESS: P.O. Box 1179 PLANNING BOARD MEMBERS " 'I � Southold, NY 11971 DONALD J.WILCENSKI Chair , OFFICE LOCATION: Town Hall Annex WILLIAM J.CREMERS 54375 State Route 25 PIERCE RAFFERTY (cor. Main Rd. &Youngs Ave.) JAMES H.RICH III 'r , Southold, NY MARTIN H.SIDOR 1 , " Telephone: 631 765-1938 www.s outh old t 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 and Article XXIV 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 5th day of October, 2015 on the question of the following: 6:01 P.M. proposed Standard Subdivision for Beninati, located at 3070 Peconic Lane, on the e/s/o Peconic Lane and on the s/s/o CR 48, in Peconic, Town of Southold, County of Suffolk, State of New York. SCTM#s1000-74-3-15 6:02 p.m. Proposed Standard Subdivision for Noone, located at 210 Sigsbee Road, on the w/s/o Sigsbee Road, 164' s/o Main Road, in Mattituck, Town of Southold, County of Suffolk, State of New York. SCTM#s1000-143-1-4.1 6:03 p.r , Proposed Standard Subdivision for Martz, located at 555 Broadwaters Road, ,approximately 80, w/o Wunneweta Road, in Cutchogue, Town of Southold, County of Suffolk, State of New York. SCTM#s1000-104-12-6.1 6:04 p.m. Proposed Site Plan for the Commercial Solar Energy Production System at the Southold Town Landfill, located at 6155 Lane, tate otn/w/o Cox f New YorkLSCTM #sR000- 96-1- 48, Cutchogue, Town of Southold, County of Suffolk 17.5 Dated: 9/1/15 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman PLEASE PRINT ONCE ON THURSDAY, SEPTEMBER 24, 2015 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times Kalin, Carol From: Cerria Torres <ctorres@timesreview.com> Sent: Wednesday, September 02, 2015 1:54 PM To: Kalin, Carol Subject: Re: Sorry but - Importance: High No problem. I will swap it! rrmcS I MVIE r MEDIA GROUP Cerria Orientale Torres Display Ad Coordinator 63t354.8011 (D) ctol r s tiLjiesrevc n I al*jp tirqlgwsr e vie r.g rn yVvv fijjgsrgview.corn From:<Kalin>, Carol <Carol Kalin@town southold.ny.us> Date:Wednesday, September 2, 2015 1:53 PM To:Times Review<Iegals(@timesreview.com> Subject: Sorry but- I had to add another hearing for October 5`h. Please use this ad instead of the one I sent this a.m. Our apologies again. Carol Kalin Secretarial Assistant Southold Town Planning Board Town Hall Annex at Capital One Bank 54375 NYS Route 25, P.O. Box 1179 Southold, New York 11971 631/765-1938 phone 631/765-6640 fax i rra w MAILING ADDRESS: PLANNING BOARD MEMBERSF 5 � P.O. Box 1179 Southold, NY 11971 DONALD J.WILCENSKI Chair OFFICE LOCATION: Town Hall Annex WILLIAM J.CREMERS PIERCE FERTY 54375 State Route 25 J ES .RICH III, (cor. Main Rd. &Youngs Ave.) TIN .SIDOR CQUNT`I, Southold, NY r zzz 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 and Article XXIV 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 5th day of October, 2015 on the question of the following: 6:01 p.m. Proposed Standard Subdivision for Beninati, located at 3070 Peconic Lane, on the e/s/o Peconic Lane and on the s/s/o CR 48, in Peconic, Town of Southold, County of Suffolk, State of New York. SCTM#s1000-74-3-15 6:02 p.m. Proposed Standard Subdivision for Noone, located at 210 Sigsbee Road, on the w/s/o Sigsbee Road, 164' s/o Main Road, in Mattituck, Town of Southold, County of Suffolk, State of New York. SCTM#s1000-143-1-4.1 6:03 p.m. Proposed Standard Subdivision for Martz, located at 555 Broadwaters Road, approximately 60' /o Wunneweta Road, in Cutchogue, Town of Southold, County of Suffolk, State of New York, SCTM#s1000-104-12-6.1 6:04 p.m. Proposed Site Plan for the Commercial Solar Energy Production System at the Southold Town Landfill, located at 6155 Cox Lane, ±450' n/w/o Cox Lane & CR 48, Cutchogue, Town of Southold, County of Suffolk, State of New York. SCTM#s1000-96-1- 17.5 Dated: 9/1/15 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 2nd day of September, 2015 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 10/5/15 Public Meet!pgL 6:01 p.m. Preliminary Plat Public Hearing for the proposed Standard Subdivision for Beninati, SCTM#1000-74-3-15 6:02 p.m. Preliminary Plat Public Hearing for the proposed Standard Subdivision for Noone, SCTM#1000-143-1-4.1 6:03 p.m. Preliminary Plat Public Hearing for the proposed Standard Subdivision for Martz, SCTM#1000-104-12-6.1 6:04 p.m.. Public Hearing for the proposed Site Plan for the Commercial Solar Energy Production System at the Southold Town Landfill, SCTM#1000-96- 1-17.5 Carol Kalin Secretary, Southold Town Planning Board Sworn to before me this �V�A day ofsc ' �,�1�,�,/, 2015, INT MF b A NOTARY P I sl9IA"; ,J:111fit New Notary F!M di- No, 011yx���t,'sri�� DK'iWia d MAILING ADDRESS: " P.O. Box 1179 PLANNING BOARD MEMBERS ) " rw Southold, NY 11971 DONALD J.WILCENSHI Chair ) OFFICE LOCATION: Town Hall Annex WILLIAM J.CREMERS 54375 State Route 25 PIERCE RAFFERTY ' (cor. Main Rd. &Youngs Ave.) JAMES H.RICH III MARTIN H.SIDOR � Y Southold, NY Telephone: 631765-1938 www.southoldtow niy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 2, 2015 Mr. James Garrahan 325 West Main Street Babylon, NY 11727 Re: Set Hearing — Proposed Site Plan for the Commercial Solar Energy Production System at the Southold Town Landfill Located at 6155 Cox Lane, ±450' n/w/o Cox Lane & CR 48, Cutchogue SCTM#1000-96-1-17.5 Zoning District: LI Dear Mr. Garrahan: A public Dearing date has been set for Monday, October 5, 2015 at 6:04 p.m. regarding the Site Plan entitled "Southold Landfill Solar Energy Production Site", prepared by Greenman- Pedersen Inc. Engineering dated August 4, 2015. 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. Aff idavitof Pati eforeo12.00 with orcda tified mOctobeecei �ND e return the enclosed Affiai r 2nd.the si ned re n ret urn recards b The Si nand tl a ost need to brned to the Pl,annin �oaurd Office after the ublic. h+earin�q is closed If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Donald J. Wilcenski Chairman Encls. Southold Town Planning Board Notice to Adiacent PropeLty PropertyOwners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-96-1-17.5; 3. That the property which is the subject of this application is located in the Light Industrial Zoning District; 4. That the application is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules with an inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres. The property is located at 6155 Cox Lane, ±450' n/w/o Cox Lane & CR 48, 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.gov; 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(@-town.southold.ny.us; 6. That a public hearing will be held on the matter by the Planning Board on M 11 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: Sun Edison/Town of Southold Date: 9/2/15 Notice to Adjacent Property Owners Commercial Solar Energy Production System at Southold Town Landfill 6155 Cox Lane Cutchogue, NY SCTM#1000-96.-1-17.5 1. 83.-3-4.7 12. 96.4-5.1 2. 83.-3-6.1 13. 96.-1-9 3. 84.-1-26.3 14. 96.4-11.1 4. 84.-1-32.1 15. 96.-1-13.1 5. 84.-3-1.1 16. 96.-1-16 6. 84.-3-2 17. 96.4-15 7. 84.-3-3 18. 96.4-14 8. 84.-3-4 19. 96.4-18.2 9. 84.-3-5 20. 96.-1-18.3 10. 96.4-2 21. 96.-1-19.1 11. 96.-1-3 22. 96.-1-20.1 a i s 50 x K �90 .. .� s� !, w 5` _ 4 \ TAII _ �n IN ,ll H _ / \ n 6, Ilk \ � _ .. ~ \ s Z- 63U7YOSUFFOLK ) rz iPPrtvT s A,CY �iynlArail'" !y/,'//7;1'�i/;�JJ",s//IIY�I�A�i,3Y7�%�dayC17// f;'41ylYri'�iyBtlPYaNfirC�di YPm'G,Y dl/l/,'Y/�7YYpfl/�liy/H9Y mJ%Y/'+/,/il�lrrit/,YY',4Y12'I� ''P1NN,tr�/1,VrFy'aii�V">ruYAo u5�J1R14,d/R/N�+afi.(G1aW�f1NPu 16�fifa�iNta PuHut iNi�i',Saarwa;fx4wtwc;+�mv,[r a „Anna 4i r rir m,.n�„ .......,. .�µ ,,•,,�� ".,.,,aw :, Sao.m� x z � ` isAo-a A s o IF�111 _ _ a<I c n � N � I `^.meq` O .,.� Y ,.• <, �o. �..,,, / f ,4' `�. �, yr /\.� O \ /i"/~.•.�,t ,.,x�„�, ~`� al a,,, W J — — COUNTYOFSUFFOLK _ 84 _ w I f' p rty T 5 Ag c. A 0 n tip. 1 � "a � O ,!✓�1 �. (\T��� M 03 .,,xx a.s sPox 4 , m�_ - —.-- n uxt Mn x cuc mnn.� o cnrt 6so oz v. `" COUNTY OF SUIFOt.K 11 � 096 rcnmvei vlffJ➢AmN H}t XdJJlhll'.WIE1IfilANaPFGI�[arhk MV.1%iWN:PNa�NeXiV 5fkN0w�4YvlrAa6NrwwfYS':(Ndbw'�.frw.wruh3fa.n[Ull�'.�MI�NQvvwmrvnry lMliddu�nrrewmi findrrf HW'r mao'm fwdw xn� u;mnvmnuunra m. mra„m'n mww� w n uoua.J �,w<,.,o,a. ,.,,,,,,,• ,n,,,V.,'e, a.a ., ,dA� ..... 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 all agricultural district OR within 500 feet of a farm operation located in an agricultural district. ANY 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: Sun Edison Address: 12500 Baltimore Avenue, Beltsville, MD 20705 Land Owner (if other than applicant): Town of Southold Land Owner Address: P.O. Box 1179, Southold, NY 11971 Description of Proposed Project: This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules with an inverter and transformer along with associated ground equipment. Existing on site are :i-25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District. Property Location (road and tax map ft 6155 Cox Lane, ±450' n/w/o Cox Lane & CR 48, Cutchogue, NY 11935 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-83-3-2.2: Lieb Vines, LLC, P.O. Box 907, 14990 Oregon Road, Cutchogue, NY 11935 SCTM#1000-84-1-13: Michael & Maria Demchak, 3206 Carnoustie Court, Riverhead, NY 11901 SCTM#1000-84-1-25.2: Donald & Jeanne Grim, P.O. Box 300, Cutchogue, NY 11935 SCTM#1000-84-4-1: Cutchogue Fire District, 260 New Suffolk Road, Cutchogue, NY 11935 SCTM#1000-95-2-1.1: John P. Krupski, Jr., 95 Laurel Hill Road, Northport, NY 11768 SCTM#1000-96-2-5: Russell C. McCall, 275 Spring Street SW, Atlanta, GA 30303 SCTM#1 000-96-2-7: Rhx Corp., 591-A Bicycle Path, Port Jefferson Station, NY 11776 SCTM#1000-96-2-10.2: Carol Festa, LIV2MAX, LLC, P.O. Box 792, Mattituck, NY 11952 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant/Agent Signature Date q , pCr9 H� e , / d 4 5 rov w vF �ti` Ir s� rva ou vTM oT .A9Or ,.$J rvo _ " — _ C SUFFOLK_ o0 S � Ih ec m u � 4 w tic> v. p m w. DlV w u e � % 1 S h` > 4 se J� moll �19 .p M � COU P Yly SSFFOLK g y —� , xr ff Jr m kyr° \� l•1 \ �". •,� �'. �'`.\ �',, ,..,,.i^, ��� �rF� J sl \ ° lk\ OF SUFFOLK (C� —..r .M, COUNT _ `e o v 095 o, -spy o MONO 03 \ I ° ro � � @fir°alb 1 1 �4 I 1 \ 4 / y a \ m A., , n I .` a COUNTY OF SUFFOLK 7 I R I P P M1Y T S . Y ._. l 996 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. 10/2/15 Re: Proposed Site Plan for the Commercial Solar Energy Production System at the Southold Town Landfill SCTM#s: 1000-96-1-17.5 Date of Public Hearing: Monday, October 5, 2015, 6:04 p.m. Town of Southold PC/Codebook for Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date,place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town,which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant,petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested,posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property, nature of relief or approval involved, and date, time and place of hearing. The applicant,petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 M C .a .N = r J = O o 5 O ■ Q ,U LL '� a J O w Z z L- w p a. 0 � � LO 0)U) a Q •_ OCl) 75 p = a M LO L - 50 E L E O W W oN = N _ 0 �••+ LO0 N O M � � 0 0 M C y- Cj) 02 0 FM E " 4.; LU t' C� LU � y � 0 Lim _ � 0cCD � •r C 0 � cn mM � U Oz C� � + � LL '3 a) 0 >' O L- Z - zCaD ( Q a ~ O v V0 ooN `� a � =E0 � Z o O � CD 0 wp O oq _ 'U O L C 0 - � �, o N co a. aowca MAILING ADDRESS: r PLANNING BOARD MEMBERS rr �, „� P.O. Box 1179 DONALD J.WILCENSKI `��� � Southold, NY 11971 'ej OFFICE LOCATION: � rf WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY w ���` 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR ilk 4 "" ( Southold,NY Telephone: 631765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 20, 2015 Mr. James Garrahan, Jr. 325 West Main Street Babylon, NY 11702 Re: Proposed Site Plan for Commercial Solar Energy Production System at the Southold Town Landfill Located at 6155 Cox Lane, ±450' n/w/o CR 48 and Cox Lane, Cutchogue SCTM#1000-96.-1-17.5 Dear Mr. Garrahan: I am writing as a follow-up to the Work Session held on August 17, 2015 where the Planning Board determined that the above-referenced Site Plan Application is incomplete. Before the Board can commence its full review, it is necessary to complete the application by submitting the following directly to this department: 1. Pursuant to §280-138D, provide the flat fee of$3,000.00 for new Site Plan Applications for commercial solar energy production systems; 2. Revise the Site Plan Application form and notations on the site plan to correctly reflect the existing and proposed lot coverage and landscape percentages; 3. Provide elevations and dimensions of the proposed inverter/transformer; 4. Provide the planting height of the proposed arborvitaes. As discussed at the Work Session, County Route 48 is a New York Scenic Byway and the Planning Board determined that they will likely be requiring a visual assessment, as well as a complete noise analysis in helping to determine the impact of the proposed use. Garrahan Page Two August 20, 2015 If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Very truly yours, Brian Cummings Planner Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date August 17, 2015 Prepared By: Brian Cummings I. Application Information Project Title: Southold Landfill Solar Energy Production Site Applicant: Sun Edison Date of Submission:. August 5, 2015 Tax Map Number: 96.-1-17.5 Project Location: 6155 Cox Lane Hamlet: Cutchogue Zoning District: LI — Light Industrial II. Description of Project Type of Site Plan: Solar Energy Production Facility Acreage of Project Site: 61.2 acres; 5.34 acre Solar Array coverage Building Size This proposed Site Plan is to construct a ground-mounted solar energy production area consisting of 3,456 modules with an inverter and transformer along with associated ground equipment. Existing is ±25,000sf of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District, Cutchogue. A. Existing: Southold Town Landfill and associated buildings B. Proposed: 1. 3,456 solar modules at 7'- 4" tall i. North array: 1,728 modules ii. South array: 1,728 modules 2. Inverter and transformer proposed ±31' from southeast property line bordering Zion and Church Lane along with four (4) separate metering stations; Staff: no dimensions or elevations of the proposed inverter/transformer have been provided; 3. Landscaped berm ± 84' x 10' at 12" high to consist of seven (7) Emerald green Arborvitaes at 10' on center proposed in between 1 Southold Landfill Solar Energy Production Site inverter/transformer and southeast property line adjacent to Zion and Church Lane; Staff: planting height of arborvitaes not provided C. Surrounding zoning: 1. The subject parcel is zoned Light Industrial 2. Adjacent parcels to the southeast are zoned R-40 i. A transition buffer of at least 30' is required for all equipment along this area of adjacent zoning D. Approvals required: There are strict requirements for solar production facilities in the Light Industrial zoning district §280-62: B. Uses permitted by special exception of the Board of Appeals. The following uses are permitted as a special exception by the Board of Appeals as hereinafter provided, except Subsection B(10), which may be permitted as a special exception by the Planning Board, and all such special exception uses shall be subject to site plan approval by the Planning Board: 1. Special Exception (from the PB) (10) Commercial solar energy production system, subject to the following criteria: (a) The commercial solar energy system shall not be on a parcel of less than five acres. (b) All ground-mounted panels shall not exceed the height of eight feet. (c) All mechanical equipment of the commercial solar energy system, including any structure for batteries or storage cells, shall be completely enclosed by a minimum eight-foot-high fence with a self-locking gate. (d) Notwithstanding any requirement in § 280-63 of this chapter, the total surface area of all ground-mounted and freestanding solar collectors, including solar photovoltaic cells, panels, and arrays, shall not exceed 80% of the total parcel area. 2 Southold Landfill Solar Energy Production Site (e) A vegetated perimeter buffer shall be installed to provide year- round screening of the system from adjacent properties. (f) All solar energy production systems shall be designed and located in order to prevent reflective glare toward any habitable buildings as well as streets and rights-of-way. (g) All on-site utility and transmission lines shall be, to the extent feasible, placed underground. (h) A clearly visible warning sign concerning voltage must be placed at the base of all pad-mounted transformers and substations. (i) The system shall be designed and situated to be compatible with the existing uses on adjacent and nearby properties. (j) In approving a special exception, the Planning Board may waive or modify any of the above criteria if it finds that there is no detriment to public health, safety and welfare. (k) Any special exception approval granted under this article shall have a term of 20 years, commencing from the grant of the special exception, which may be extended for additional five-year terms upon application to the Planning Board. (1) Decommissioning/removal: [1] Any commercial solar energy production system that is not operated for a continuous period of 24 months shall be deemed abandoned. At that time, the owner of the commercial solar energy production system or the owner of the property where the commercial solar energy production system is located shall remove all components thereof within 90 days of such deemed abandonment or will be in violation of this section. In the case of a commercial solar energy production system on preexisting structures, this provision shall apply to the commercial solar energy production system only. If the commercial solar energy production system is not removed within said 90 days, the Building Inspector may give the owner notice that unless the removal is accomplished within 30 days, the Town will cause the removal at the owner's expense. All costs and expenses incurred by the Town in connection with any proceeding or any work done for the removal of a commercial solar energy production system shall be assessed against the land on which such commercial solar energy production system is located, and a statement of such expenses shall be presented to the owner 3 Southold Landfill Solar Energy Production Site of the property, or if the owner cannot be ascertained or located, then such statement shall be posted in a conspicuous place on the premises. Such assessment shall be and constitute a lien upon such land. If the owner of the system and the owner of the property upon which the system is located shall fail to pay such expenses within 10 days after the statement is presented or posted, a legal action may be brought to collect such assessment or to foreclose such lien. As an alternative to the maintenance of any such action, the Building Inspector may file a certificate of the actual expenses incurred as aforesaid, together with a statement identifying the property in connection with which the expenses were incurred and the owner of the system and the owner of the property upon which the system is located, with the Assessors, who shall, in the preparation of the next assessment roll, assess such amount upon such property. Such amount shall be included in the levy against such property, shall constitute a lien and shall be collected and enforced in the same manner, by the same proceedings, at the same time and under the same penalties as are provided by law for the collection and enforcement of real property taxes in the Town of Southold. [2] This subsection is enacted pursuant to § 10 of the Municipal Home Rule Law to promote the public health, safety and general welfare of Town citizens through removal provisions to ensure the proper decommissioning of commercial solar energy production systems within the entire Town. The removal reduction provision of this chapter shall supersede any inconsistent portions of Town Law § 64, Subdivision 5-a, and govern the subject of removal of commercial solar energy production systems in this chapter. E. Bulk Schedule / Setbacks: LI Required Provided Front Y and 100 ft or variable > 100' 1 Side.yard (East) [ 20ft 31' _ _ _ Side yard (West) 20 ft (40ft. combined) >_ 20' Rear yard f 70 ft >_ 70' Lot Coverage (30% max): 61.2% existing; 8.75% proposed Landscape Coverage (25% min): 100% exists; 100% proposed Staff: these calculations appear incorrect and need to be revised Southold Landfill Solar Energy Production Site V: Staff Recommendations 1. Find the application incomplete with the following information to be submitted immediately: a. Provide the solar application fee of $3,000; b. Revise the site plan application form and notations on site plan to correctly reflect the existing and proposed lot coverage and landscape percentages; c. Provide elevations and dimensions of the proposed inverter/transformer; d. Provide the planting height of the proposed arborvitaes; 2. Once the above information has been received and deemed sufficient by the Planning Board at a work session, Staff can begin the SEQR review for this unlisted action, referral process to relevant/interested agencies and set the public hearing. 5 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Commercial Solar Energy Production System at Southold Town Landfill Completed by: Brian Cummings Date: August 17, 2015 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. � (2) The site plan review fee, as specified in Subsection B $3,000 not below. Editor's Note: See now § 280-138, Fee schedule for X received as of site plan applications. 8/13/15 (3) A completed environmental assessment form. (4) Nine copies of the site plana (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. (b) The name and address of the landowner on record: [11 The names and addresses of adjoining landowners. 4 [2] The name and address of the applicant, if not the same as the landowner. 4 (c) The name and address of the person, firm or organization preparing the map, sealed with the 4 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. 4 (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 4 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 �l nearest intersection with a public street. (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. 1 Checklist for Site Plan Application Completeness Southold Planning Department (i) A complete outline of other existing easements, deed restrictions or covenants applying to the property. N/A (j) Existing zoning, including zone lines and dimensions. (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. 2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum,. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A O Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the subject property. 2 Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address N/A systerns. (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. �l (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) �l 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, N/A Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity 4 and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground 4 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 Partially; no showing the proposed use of floor area. 4 inverter transformer Notes: Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness Southold Town Planning Board Work Session - August 'i i 2015 - Page 2 ... ect Nam Pro' � e: Commercial Solar Energy SCtM#: � 1000-96-1-17.5 Production System at Southold Town Landfill Location: 6155 Cox Lane, Cutchogue �. Description: This proposed Site Plan is to construct a ground-mounted commercial solar energy production system consisting of 3,456 modules with an inverter and transformer along with associated ground equipment. Existing on site are ±25,000 sq. ft. of existing buildings including the Town transfer station and associated accessory structures, all on 61.2 acres in the Light Industrial Zoning District. Status: New Application ........ ., ,.,.,..,.m ........... .,... ........,......,. .. .... ... .G Action: Review for completeness. Attachments: Staff Report Project Name The Heritage at Cutchogue 2015 C SCTM# 1000-102-1-33.3 Location: 75 Schoolhouse Road, on the n/w corner of Griffing Street and School House Lane, approximately 1,079 feet n/o the Main Road, in Cutchogue. Description: This proposed Residential Site Plan is for development of 124 detached and attached dwellings classified in three types: 48 "Type A" units (1,999 sq. ft. livable area), 72 "Type B" units (1,599 +/- sq. ft. livable area) and 4 "Type "C" units (1,999 +/- sq. ft. livable area). In addition, there are proposed the following: a 6,188 sq. ft. community center with a ±1,125 sq. ft. outdoor swimming pool, one tennis court, 284 parking spaces of which 256 are associated with the individual dwelling units and 28 are associated with the community center, and various other associated site improvements, on a vacant 46.17-acre parcel in the Hamlet Density (HD) Zoning District. pp Revised Status: Application S A ... �..__ �� process. Action: Review for completeness, and review timelines & Attachments: Staff Report m Discussion: Comments to ZBA re: ■ Southold Farm & Cellar, SCTM#1000-55-1-7, 860 Old North Road, ±730' n/e/o Hortons Lane & Old North Road, Southold • Sannino Winery & Tasting Room, SCTM#1000-101-1-14.4, 7495 Alvahs Lane, Cutchogue �. ( J�w�� GPIGreenman - Pedersen, Inc. ,J :05015 Engineering and Construction Services � �a � 1,aN"�a�asrn PWi(flng Board DATE: 8/5/15 JOB NO.2014034.02 TO. Department of Planning ATTENTION: Ms. Heather M. Lanza Town of Southold RE: Southold Landfill Solar Production Site Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold,NY 11971 We are sending you: x Attached Separately via' _ r n The following items Shop Drawings Prints X Plans Samples Specifications Copyof letter Change Order Other ..............................................................................eeeee... _ .................. COPIES DATE NO. DESCRIPTION 9 8/4/15 Site Plans 4 5/14/15 Surveys 1 8/5/15 Site Plan Application and LWRP 1 8/5/15 Full Environmental Assessment Form 1 8/3/15 Building Department Notice of Disapproval THESE ARE TRANSMITTED as checked below: For approval Approved as submitted Resubmit Copies for approval X For your use Approved as noted Submit Copies for As requested Return for corrections Return Corrected prints For review & comment L] FOR BIDS DUE 20�.................... PRINTS RETURNED AFTER LOAN TO US REMARKS: COPY TO: File SIGNED:...Jame.........., s P Garrahan Jr, RLA 325 West Main Street, Babylon, NY 11702 Tel: (631) 587-5060 Fax: (631)422-3479 www.gpinet.com 0=O� 5 SOUTHOLD PLANNING BOARD 0 SITE PLAN APPLICATION FORM South old Tawrii Site Plan Name and Location NOMIng Board Southold Landfill Solar Energy pp _ Site Plan Name: Production Site Application Date: 07 _/_117 / 2015 Suffolk County Tax Map #1000- 96 17.5 Other SCTM #s Street Address;6155 Cox Ln, Cutchogue Hamlet: Distance to nearest intersection: Type of Site Plan: V New Amended Residential Zoning District LI Owners/Agent Contact Information Please list name, mailirt ctdclrc s.°„ and ahora number lbr the e(Ele below: Proert Owner p Y Town of Southold Street Town Hall Annex 54375 State Rt. 25 City Southold State.. NY Zip 11971 Home Telephone Other . 631-765 1938 Applicant Sun Edison Street 12500 Baltimore Ave City_ Beltsville AveState MD Zip 20705 p Home Tele honemmmmmmmm m Other 443-909-7200_.. _ . Applicant's A.... gent or Representative. Contact Person(s)* Jim Garrahan Jr., RLA c/o GPI, Inc. Street 325 West Main Street Bab NY 11702 City ylon.._ State.... Zip Office Telephone 631-761-7358 Other 516-318-0629 _ Unless otherwise requested, correspondence will be sent only to the contact person p y p rson noted here. Site Plan Application Forni 211812010 Site Data Proposed construction type: New Modification of Existing Structure Agricultural 61.19 ac, —..._._...........................���.� Change of use Property total acreage or square footage: n... ac./sq. ft. Site Plan build-out acreage or square footage: 8.75 ac./sq. ft„ =lain:=,= existing p p pent or ro osed Sale of Develo ment Rights on the property? Yes No Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? YN If"yes", explain (and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: 08 / 03 /2015 Is an application to the Southold Town Zoning Board of Appeals required? Yes No x If yes, have you submitted an application to the ZBA? Yes No mmm 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: Landfill / Dump Site List all proposed property uses Solar Energy Field Other accessory uses:_............................. Existing lot coverage: 61.19 % Proposed lot coverage: 8.75 % Gross floor area of existing structure(s): N/A sq. ft. Gross floor area of proposed structure(s): N/A ------------------------------------ ..._. ..._..................... .. m.... .............m.. __ Parking pace Data # of existing spaces: 0 of proposed spaces: 0 Loading Berth: Yes No_„ N/A ..._. Landscaping Details: Existing landscape coverage 100 % Proposed landscape coverage 0 % Wetlands: Is this pt-operty within 500' of a wetland area? Yes _No V Maybe_ .......... r I, the undersigned, ccrt�if` that all thr ' a �' inloria � is Signature of 1)repaj-er, . � � ,, Date: 08/05/15 a..nm _.._ .m...__.._ Site Plan Application l�nor 4l 2/18/2010 APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK SoutholdTown RaTining Baard l d being duly sworn, deposes and says that he resides at in the Staf of New York, and that he is the owner of the above riaperty, or that he is the )f4th e ("f tle) (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. Sighed J) ' f- ._� ..................Signed ;r o, gate Of icer Sworn to me this day of_ , G _......_, ... , p Lara A.Stumiolo 9 Notary Public,Stale of New York No.SOIST6051097 Oualft in Nassau County My Commission EVIres November 20,2Kl_„ of ry Public AGENT/REPRESENTATIVE M I G 0=5 2 015 TRANSACTIONAL DISCLOSURE FORM SoutholdTown Plannin Board Ttle TONVII of sowholds Code of Ethics Iwoliibits conflicts of interest on the part or toNyti officers and V11111)Noyees. le surnose of this forin is to provide information WItiell Can Alert the town of possible cotifficts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : LA (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other pet-son's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat 77,S—ri , Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporati 1 in 1 'ch the town officer or employee owns more than 5% of the shares. YES NO If you answered "YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) — A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) —B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) —Q an officer,director,partner,or employee of the applicant;or _D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted thi d of '6(" 211 Signature Print Nan�c :� ............ �z a m 6w TOWN OF SOUTHOLD � � FORM NO. 3 14 fl h.... 3 , 2015 TOWN OF SOUTHOLD SoWhod Town BUILDING DEPARTMENT Pl nin(,j Board SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: July 31, 2015 REVISED: August 3, 2015 TO: Greenman-Pedersen, Inc. (Town of Southold) 325 West Main Street Babylon,NY 11727 Please take notice that your application dated July 17, 2015: For permit to install a ground-mounted solar energy production system at: Location of property: 6155 Cox Lane, Cutchogue,NY County Tax Map No. 1000 - Section 96 Block 1 Lot 17.5 Is returned herewith and disapproved on the following grounds: Pursuant to Article XV, Section 280-62(B)(10), the proposed solar energy production system use requires site plan approval from the Southold Town Planning Board. ALat ori Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. b TOWN OF SOUTHOLD ��` FORM NO. 3 r� TOWN OF SOUTHOLDI BUILDING DEPARTMENT SOUTHOLD,N.Y. Southold Torr Vann a: Board NOTICE OF DISAPPROVAL DATE: July 31, 2015 TO: Greenman-Pedersen, Inc. (Town of Southold) 325 West Main Street Babylon,NY 11727 Please take notice that your application dated July 17, 2015: For permit to install a ground-mounted solar energy production system at: Location of property: 6155 Cox Lane, Cutchog_ue,NY County Tax Map No. 1000 - Section 96 Block 1 Lot 17.5 Is returned herewith and disapproved on the following grounds: Pursuant to Article XV, Section 280-62(B)(10), the proposed solar energy production system use requires special exception approval from the Zoning Board of Appeals and site plan approval from the Southold Town Planning Board. You may now apply to these agencies directly. Aut .?CAJ1alturc' CC: file, ZBA, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. TOWN OF SOUT OLD BLTILDIi,_ PERMIT APPLICATIGQN CHECKLIST BUILDING DEPARTMENT I3o you have or need the following,before applying? TOWN BALL Soard of Kealth SOUTOLD,-NY 11971 4 sets ofBuildingPlans TEL:- (631) 765-1-802 Planning Board approval FAX: (631) 765-9502 survey Southold Town_NorthFork.net PE T Na- Cheei: Septic Form Trustees C.O.Application Flood Permit Examined - _ " � - single&c Separate Storm-Water Assessment Form l3 Contact: App,,.,ed _ 3 20 - - JUL. j lt �- J<=` ,t C— _` w nisapproved a/c '. [ "r 3 Phone:�3( Expiration ,20 Building_ p-ctor DOMPROVAL APPLICATION FOR EUILDING PE T DateL- ! ` 20 t�J� INSTRUCTIONS a. This application MUST be completely filled in by.typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. e.The work covered by this application may not be commenced before issuance cf Building Permit. d. Upon approval of-this application,the BuiIdmg'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 in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy_ f_Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date:Ifno zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspecto-nmay authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. PPLZC_ TIc 2v IS 1-IE1t-E13N` iS_ E to the Building.SDepa tment for the issuance of a Building Permit pursuant to the ildins Zone Ordinance of the Town of Southold, Suffolk-County,New York, and.Cather applicable Laws,Ordinances or e ulations to-the.construction of bi lc nas, additions-for alterations or for rerno-alor dernolition.as herein described. The ,app =cant a asci tc>comply with all Yppli abt< 1$wse ordinances,building.eo`e,1-iousl - c..o and reg au and to admit authorized inspectors on premises and in building for necessary inspections E i (- graature of applicant a,n- '_e; if a corporation) �-- (Nlarihria address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of p_ rinses -7—c-> MY� /I i- 1,- '04 ( s-on the tax roll or latest deed) If *p piicant 'co=Y ration, grantors cf a at t rite officer (Name and title of corporate oer) ilders License No. l lumbers License 1,4o. Electricians License No. Other Trade's License No. 1. Location of land on whir l-€proposed work will be done: .r7�-!57-7; - ' '". House Number Street Hamlet County Tax'Map No. 1000 Section ' 1 ltpc 'wn _ „' �` Lo€ � � Subdivision Filed Map No._ Lot 2. State existing use and occupancy ofprentises and intended use and occupancy ofproposed construction-- a. Existing use and occupancy . fit I1 i 1i r b. Intended use and occupancg= # #Gyl - r_ g g 3. Nature of work(check which applicable): Xcw]Building Addition Alteration Repair Rcrnzaval Demolition Other iNorlt 4. Estimated Cost Fee (Description) (To be paid on filing this-application) S. If dwelling, number of dwelling units /VNumber of dwelling units on each floor r rffs If garage, number of cars 6. If business,,ceixilratercial r tniea3'caccu ano T°) - : p y, specify na ure and-exent of each type of use_ %? r 7. Dimensions ofcxigt4ng strgxcteares, if any: Front AR�:ar �//(� Depth Height e Number of Stories Dimensio ith alterations or ad ltions. f=ront ll/ ff Rear /1// Depth iglt _ 14lurraber of Stories — 8. Dimensions of entire new cc ristructioa- Front !AF `t - ' - �: l 3epth If Height Number of Stohes 9. Size of lot: Front a PC— Depth 10- Date ofPurchase / I�1'arra'L fFc,, kr �br 11. Zone or use district-in vvhicla preiiaises arc situated`` fr 1 fJ E € 1-4 ; rt 12_ Does proposed c€nstresction ^a: Tate any,�zo�ning law,'brdinance or-reguh tion? VES NT 13. Will lat be re-graded? I?S _r"0 Will excess till be fernve€1 f rom premises _VE S IN( s'F 14, �:Eves of C>A ncr of premises -rte of inch ttict L t?;LSt � ad ` dress ; �i -hone i � �o. a Address a emoi�C er lz es Phorie alu ��a n,e of Contractor ..ddress� Phone 15 a. is this property within 100 feet ofa tidal wetland car a fr6shwater-,7-=etland? *YES 1NC * IF YES, SOU`rlJ0Z D TC3WN f R T1 ES 8L D.E.C. PERI 1 S L_ 13E Pte,QUIZZED: b� Is this progerty'Within-300 feet ofa tidal wretl d`I YDS . NO * IF YES, D.E.C. I' ITS Ivi EEr CZJI £7_ 16_ Provide-surygy_ to scale, xvith accurate fpundation plan and distances to property lines. 17. If elevation at any point ori,property is at'l Q feet or below, must provide topographical data on survey- 18. urvey_18. Are there any cov enfants and restrictions with respect to this property? * YES NO 9---- IF YES, FR(D-'ZID1 ?` CC)F'Y. STATE OF NEW YORK) COUNTY OF'_-MjAa14< )S: � � '��r c{iz"`� '���acin dui= orn, g6se and says that(s)he is the applicant (Name of inajividual signiaAg ccmt--act)above named, (S)He is the _-- (Contractor r genal.C rr orate Officer, etc.) of said OvVricr or o N-ners,and=s duly authorized to nerfo=or have performed the said work and to make and file this application; that all staternenis contained in this application are:trt:-e to the bestofhis ln.otviedge and belief; anti that the work will be _ per fc-reed. in.the.r?an er set forth in the application flied therewith... Ste=,=carr to before me this '.. dam'of O 20 any Not Fu Iie> TI�I�sO�°f L. E# Yl= ,.� store of Appyca 'T'AE -NOTARY PUSLIO.SOF Nv ORK NO.OY DW6306900 ` , QUALIF[Ea[N SUFFOLK Oi3L1F,1'S'Y ree-:®w®aeeereu e�rosacc_a sum=ars_2e V C TOWN OF SOUTHOLD AUG 0 2015 FORM NO. 3 �a�rni;Town Ma(aw g Board TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 31, 2015 REVISED: August 3, 2015 TO: Greenman-Pedersen, Inc. (Town of Southold) 325 West Main Street Babylon,NY 11727 Please take notice that your application dated July 17, 2015. For permit ( aiJ. ( l u�_ 'rouml-mor.�pted olare erkr at: Location of property 1`i L Qo ("(J(cl1 10 County Tax Map No. 1000 - Section 96 Block 1 Lot 17.5 Is returned herewith and disapproved on the following grounds: Pursuant to Article XV, Section 280-62(B)(10), the proposed solar energy production system use requires site plan approval from the Southold Town Planning Board. Aa fliio,xi�ze"d Signature CC: tile, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. Town of Southold I �rp V I" E LWRP CONSISTENCY ASSESSMENT FORM � ���.� ���� �„� ����, A. INSTRUCTIONS ot1aG Town �ete n Board 1. All applicants for permits* including Town of Southold agencies, shall conei CCAF f r proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant icant beneficial and (adverse effects upon the coastal area which includes all of SOLIthold Town 3. If any question in Section C on this form is answered "yes” or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus each answer must beexplained in d hail listing both supporting and non® supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 96 _ 01 ® 17.5 PROJECT NAME Southold Landfill Solar Energy Production Site The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. E Board of Trustees El 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑� construction, planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Installation of ground mounted photovoltaic system consisting of 325 watt modules on Existing Southold Landfill Lick-, 6L a Submission Without a Cover Letter EEP 0 8 2015 uthold Town Sender: �� fldekl Boar Subject: (r� �✓\ ,�( �C� �Jlr m yp 5p SCTM#: 1000 - Date: q 1 'q> I Comments: 61 x Lane Cu�uea....NY Location of action: Southold Landfill 55 Co Site acreage: 61.19 Present land use: Capped Solid Waste Landfill -Waste Handling&Management Present zoning classification: Light Industrial 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Sun Edison __ _ _ ..__ ... ..... bO Mailing mg ad cess: 12500 Baltimore Ave,Beltsville,e....MD ��705 .. .. .. ...................................................................................._. . _�. (c) Telephone number: Area Code( ) 43-909-7200 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes NoFll If yes, which state or federal aeiicy?.-_ C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. 0 Yes E] No D Not Applicable Attach additional sheets if necessary .............................. Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 11 Yes Nom sPX—I Not Applicable Attach additional.... _...... � _ _w_�. .... ..........� sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes No Not Applicable Attach additional sheets if . ........� � necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes 1:1 No Not Applicable Attach additional sheets if necessary m� Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria El Yes D No [x:]Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III— Policies; Pages 22 through 32 for evaluation criteria. Yes E Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes ❑ No x-] Not Applicable _ ..... .m...... Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes No Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. Yes EI No :1 Not Applicable Attach additional sheets if necessary _ �� �.... WORKING COAST POLICIES Policy 10. Protect Southolu s water-dependent uses and promot, Ating of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Yes No x Not Applicable Attach additional sheets if necess �.. ary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Yes 1:1No © Not Applicable Attach additional sheets if necessa Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. Yes No x Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. F] Yes No F-1 Not Applicable Siting of the solar energy Production modules on ail existing waste management facility makes use of an existing c�a ed landfill and min rnizes environmentalandvisual rraa racts to the Town's environmental, scenic,historic and cultural resources while also promoting the use of alternative ener sources. The siting . . . .. and construction of this facility does not adversely affect commercial navigation,fishing, agricultural lands, critical fish an(l wildlife species, dank s ecies nor rare ecological communities. Existing soils will be protected ley sail erosionmmco,.t olITITmeaW nd re etat wilhouL adversely affecting e istixa .rarpAgg.,a�atter�ns. PREPARED BY TITLE /W. DATE 17 Amended on 8,111 Full Environmental Assessment z'orm E cro � V E, Part 1 -Project and Settinb =A55 Instructions for Completing Part 1 Soullhold Town Part l is to be completed by the applicant or project sponsor. Responses become part of the applicat are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information; indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the information contained in Part lis accurate and complete. A.Project and Sponsor Information. Name of Action or Project: Southold Landfill Solar Energy Production Site Project Location(describe, and attach a general location map): Southold Landfill Route 48 between Cox lane and Depot Lane,Cutchogue,NY ........._ ..... _ _.._.........�. Brief Description of Proposed Action(include purpose or need): Project is the installation of a Ground Mounted 1.1232MW(DC)781 KW(AC)Photovoltaic system consisting of(3456)325 Watt Modules. Installation will be on closed landfill site with system being anchored on surface with concrete ballast so as not to penetrate liner. Name of Applicant/Sponsor: Telephone:443-909-7200 Sun Edison E-Mail:....... Address:12500 Baltimore Avenue City/PO:Beltsville State:MD Zip Code:20705 Project Contact(if not same as sponsor;give name and title/role): Telephone: Jason Funk E-Mail'jfunk@sunedison.com Address: 12500 Baltimore Avenue ........ .... �m City/PO: State: Zip Code: Beltsville MD 20705 Property Owner (if not same as sponsor): peee... r : Tele hone: Town of Southold E-Mail: Address: 53095 Route 25 PO Box 1179 .. ..... _. Ci /PO: State Zi Code Southold NY p 11971 Page 1 of 13 B. Government Approvals .......... ..., ___ B. Government Approvals,Funding,or Sponsorship. ("Funding"includes grants, loans,tax relief,and any other forms of financial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual orprojected) a. City Council,Town Board, Yes No or Village Board of Trustees b. City,Town or Village Yes No Town of Southold Planning Board Site Plan August 4,2015 Planning Board or Commission Approval c. City Council,Town or Yes No Village Zoning Board of Appeals d.Other local agencies Yes No e. County agencies Yes No f. Regional agencies Yes No g. State agencies Yes No NYSDEC Division of Solid Waste August 30,2015 h.Federal agencies Yes No i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? Yes o ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? 0 Yes No W. Is the project site within a Coastal Erosion Hazard Area? El Yes No C. Planning and Zoning C.I.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan, local law,ordinance,rule or regulation be the Yes No only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part I C.2.Adopted land use plans. a. Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site E3Ycs0No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action Yes No would be located? b. Is the site of the proposed action within any local or regional special planning district(for example: Greenway Yes No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes, identify the plan(s): NYS Heritage Areas:Ll North Shore Heritage Area .................... ..... . ._.._........... c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, Yes No or an adopted municipal farmland protection plan? If Yes, identify the plan(s): Page 2 ®f 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. Yes No If Yes,what is the zoning classification(s)including any applicable overlay district? - 111111-111.............. ............................................................... —-----.................................................... - --—------ ............ .. .................................... ....... b. Is the use permitted or allowed by a special or conditional use permit? Yes No c. Is a zoning change requested as part of the proposed action? Yes No If Yes, i. What is the proposed new zoning for the site? ...................................................................................................................... ............... ............................................................................................ ................................. A.Existing community services. .................. ............. .......................... a. In what school district is the project site located?Cutcfn,()aft ,, .........— -- ---- ---- .................................................... b. What police or other public protection forces serve the project site? Town of Southold FN)flce,Suffolk Coi.,inty �Iice ................................... ................ ..................................- ............. ........... c.Which fire protection and emergency medical services serve the project site? Cuichogue Volunteer Fire_pj Ornent ........... ........... .................................................................. ....... d.What parks serve the project site? Nct..Apprwatft ................ ..... ................................................................................................................ - ------ ........... ..................................... .................................................................................................................... 1-111111111111...............1-111-............................................................................................. ................................................... --- ------ .............. --------------- ................... .................. D.Project Details D.I.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed, include all components)? industrial b. a. Total acreage of the site of the proposed action? ............................835 acres b.Total acreage to be physically disturbed? 8.75 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 61.02 acres c. Is the proposed action an expansion of an existing project or use? El Yes®No i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, squarefeet)? %... ..................................................................................... Units: .............................................................................. d.Is the proposed action a subdivision,or does it include a subdivision? E]Yes ONo If Yes, L Purpose or type of subdivision?(e.g.,residential, industrial,commercial; if mixed,specify types) ---------..................................................................................................... ....................... ii. Is a cluster/conservation layout proposed? E]Yes No W. Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum .......................................................... c. Will proposed action be constructed in multiple phases? YesNo i. If No, anticipated period of construction: 6 months . ............. ii. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase I (including demolition) month year • Anticipated completion date of final phase month _year • Generally describe connections or relationships among phases, including any contingencies where progress of one phase may determine timing or duration of future phases: ... .......................................... ........................... ... ....... ....................................................................................... . ......................... ....... ................................ .... .................................................................................................................................. ..... ............... .................................... ...... .................... Page 3 of 13 .......... f. Does the project include new re--"gntial uses? Yes No If Yes,show numbers of units pr( vd. One Famil Two Family Three Family Multiple Family flour or more Initial Phase At completion ofall phases ........... ............ ...... ........................ ....................... .............. ... .... .. ....................................... g. Does the proposed action include new non-residential construction(including expansions)? Yes No If Yes, i. Total number of structures ii. Dimensions(in feet)of largest proposed structure:—height; width-, and length iii. Approximate extent of building space to be heated or cooled: ............................... square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any Yes No liquids,such as creation of a water supply,reservoir,pond, lake,waste lagoon or other storage? If Yes, i. Purpose of the impoundment: ................................................................................................................ ......................... ..... ................................................................................. ii. If a water impoundment,the principal source of the water: El Ground water Surface water streams E]Other specify: ......................................................... -------------------. ....... ................ ........................................ iii. If other than water, identify the type of impounded/contained liquids and their source, --------------------------- —-------------------------------------------------------------------------. ... ...... ......................................... iv. Approximate size of the proposed impoundment. Volume: million gallons; surface area acres v. Dimensions of the proposed dam or impounding structure: height;_length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): ....................................................... .............. ----------------------------..... ........................................... ........................ D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? Yes No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? ....... ........—----- ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards): ----------- • Over what duration of time? iii. Describe nature and characteristics of materials to be excavated or dredged, and plans to use,manage or dispose of them. ..................... --111,11111111,11111-111 ................................................................................................. ........... ------ ----------........................................................... ...........................................--- -- .... ...................................................... ......... ..................... --------..... iv. Will there be onsite dewatering or processing of excavated materials? Yes No Ifyes,describe. .......... ................... ........................................... ......... ..... .......... ——---------------- ............. ............... ... .................................. v. What is the total area to be dredged or excavated? ....................................... acres vi. What is the maximum area to be worked at any one time? acres vii. What would be the maximum depth of excavation or dredging? feet viii. Will the excavation require blasting? Yes No ix. Summarize site reclamation goals and plan: ...... ................................................ ...................................... ............... ...... ...... ...... ...... ......- ................ ................ ..... .......... ...................... ...... ...................... b. Would the proposed action cause or result in alteration of, increase or decrease in size of,or encroachment Yes No into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): .....—----------------------------------- ..................... ........ --------------------------------------------- .............. ..... ................................ Page 4 of 13 � Page 5ofl3 • Do existing sewer lines c the project site? Yes No • Will line extension withi, existing district be necessary to serve the pro, Yes No If Yes: • Describe extensions or capacity expansions proposed to serve this project: ............................................. . ...... ........................................... ... ...................................... .... ............................................................. ........... ... ... ..... ........................... ........ ........................... ... ...... ................................................................... ...................................................... iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? E]YesE]No If Yes: • Applicant/sponsor for new district:"„ ......................................... .. ................................................. ..... ......................................................... ............. • Date application submitted or anticipated: 11-11,11,111, 11.................................................................. ................................................................................. .......... • What is the receiving water for the wastewater discharge? ---------- ------ v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge,or describe subsurface disposal plans): .......................................................................... ................................................... I ----- ......................................................................................... _1111111-1 ............................................................................. ......................................... .................................... ---1-1111- . ....................................................................... Vi. Describe any plans or designs to capture,recycle or reuse liquid waste-, .................................. .... .................................................................................. ...................................................................... ",.................................................. . "I'll-11- ----- .................................................................. 1-1— . ................................................................. -----................................. 1-11,111,111,111,111, ........................................... ................... ................................................. e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point E1Yes0No sources(i.e. ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e. sheet flow)during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? Square feet or acres(impervious surface) Square feet or —acres(parcel size) U. Describe types of new point sources. ...... ...... -------------------- ------------------................................................ ------------------------------ ....... ............................... .............. iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? . ..... ................................................................ ...................................................... —--------------------..............................- ............................................................... ............................................................... -_--------------- ............................................................. ..... ........... • If to surface waters,identify receiving water bodies or wetlands� ................................................................. ........................................ ... ----- ............................................................................................... 111111111- ___ -__................................................... ........ ..................... - ......................................... ....................................................................................... -------------- ..... ..... • Will stormwater runoff flow to adjacent properties? E]YesE]No iv. Does proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? El Yes O No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel Yes No combustion,waste incineration,or other processes or operations? If Yes, identify: i. Mobile sources during project operations(e.g.,heavy equipment, fleet or delivery vehicles) .... ......... .... ........ ............................................. 11 -,_ ................................................................ U. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) .............. ... ... ...................................................... iii. Stationary sources during operations(e.g.,process emissions, large boilers,electric generation) ............................................ ..................... ... ....... ............. .................................. ..... ..................... ........... g. Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, Yes No or Federal Clean Air Act Title IV or Title V Permit? If Yes: L Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet Yes No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • Tons/year(short tons)of Carbon Dioxide(CO2) • Tons/year(short tons)of Nitrous Oxide(N20) • Tons/year(short tons)of Perfluorocarbons(PFCs) • Tons/year(short tons)of Sulfur Hexafluoride(SF6) • ..... ...... Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • Tons/year(short tons)of Hazardous Air Pollutants( APs) Page 6 of 13 h. Will the proposed action generp�- or emit methane(including,but not limited to, - vage treatment plants, Yes No landfills,composting facilities] If Yes: i. Estimate methane generation in tons/year(metric): ........................................ ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring): .................................... ----------- . ............. - ............. ......................................... ................................................. .. 1—— -- F i. Will the proposed action result in the release of air pollutants from open-air operations or processes,such as Yes No quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): ...................... ............. ........... ___' - ...... ......................................................... ..................... ............................................ ............... .................. ... --'1-11_--"_-- ................................................................. ................................................... j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial Yes No new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): El Morning E]Evening OWeekend El Randomly between hours of____ to - ii. For commercial activities only,projected number of semi-trailer truck trips/day: iii. Parking spaces: Existing .......... _ ____ Proposed--—-----........ Net increase/decrease ................. iv. Does the proposed action include any shared use parking? E]YesoNo v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: .................................... _111---...................................................... 11--1 .. .............................................................. -,'"'I'll-",................................................................ ........................................... ..................------ —------- -—-------------..................... .......................................... ------------- -. ..... '"',........ ........................................................................ Vi. Are public/private transportation service(s)or facilities available within 1/2mile of the proposed site? Yes No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric []Yes[]No or other alternative fueled vehicles? viii. Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing Yes No pedestrian or bicycle routes? k. Will the proposed action(for commercial or industrial projects only)generate new or additional demand Yes No for energy? If Yes: L Estimate annual electricity demand during operation of the proposed action: ... ........................................................... ------ ............ ...... -----... .............................................. ..................................................... ... ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): ....... ... ....... ............ ... ....... .................................... ... iii. Will the proposed action require a new,or an upgrade to,an existing substation? Yes No 1. Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • Monday-Friday: 7-80 Monday-Friday: NA ................................ ..... ............................ • Saturday: 7-8 •0 Saturday: NA ................................................ • Sunday: ._.............. ------------------- - —__ ........................... a Sunday: ........ ..................... ..... ..... NA • Holidays: , a Holidays: ... NA .... ........... ...... ... ..... Page 7 of 13 ................... ........... m. Will the proposed action prodo-- noise that will exceed existing ambient noise Ir Is during construction, 0 Yes No operation,or both? If Yes: i. Provide details including sources,time of day and duration: ltivei,ters will ixeate a hu i duh sunfiahthows. -----------------------................................................... .... ------- --- ...,m ...... ...... ................................................................. .. ......... ........................ .. .............................. ......................... ii. Will proposed action remove existing natural barriers that could act as a noise barrier or screen? D Yes®No Describe: ------ --------............................ ............ ............................................................................................. ........................................................................... .............................................................. n.. Will the proposed action have outdoor lighting? El Yes®No If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: -------------------- ........................................................... ...................................................................... --—-------—-------—-—-----_... 11................................... .............................................. . m 1-11,11111-- 11. .................... .................................................... ... ........................................................................ ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? El Yes No Describe: . ................... ................... .......................................................................... ............................................................... ...................... o. Does the proposed action have the potential to produce odors for more than one hour per day? E]Yes®No If Yes,describe possible sources,potential frequency and duration of odor emissions, and proximity to nearest occupied structures: -- -------- - ---- -- ........... ......—_---------................................. -- -----................................................ ..................................................... ... ...... ...... ............................................. . ........................................................................ .......................... p. Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) El Yes No or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored ---------------------- --- -- _---------.................................. H. Volume(s)_ per unit time........................ (e.g.,month,year) W. Generally describe proposed storage facilities: -------------....................................................... ... ------------- ............. ...... ............................................................................................................................... ..................................................................................... ....... q. Will the proposed action(commercial, industrial and recreational projects only)use pesticides(i.e.,herbicides, El Yes No insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): .. ........................................................................... .... ..... ........................................................................................................... ................................................................ ............... . .................................................................................................... ...................................................................................................................... ........................................................................ ............................................................................................................................ ..... ..................................................................... ------------------------............................................. 111-111111-1-1111 ----------------- ........................................................................................................... .... ........................................................... ii. Willihe'jj��sed_action use Integrated Pest Management Practices? El Yes No r. Will the proposed action(commercial or industrial projects only)involve or require the management or disposal El Yes No of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: .. ... .................................. tons per (unit of time) • Operation : --- tons per (unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: * Construction: ...... ........................... ............................... ............................................... ............. ...................... * Operation: ................................................................ ...................... .... .......................................... .......................................... ........ ...... .................. .............. . ... ........................................... ........... . ....................................... ..... ifl. Proposed disposal, isposa I"m- ethods/facilities for solid waste generated on-site: • Construction: ........................................................................................... ....... ..... .... . ..... ...................................... • Operation: ........... .............................................................................. --- .......................... ...... ........... ........................................ ........................................................................................... ...... ................................................................ ....... ........... .... Page 8 of 13 .................... mmIT s. Does the proposed action inclu0- -�onstruction or modification of a solid waste m- 1gement facility? E] Yes 0 No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities): --------- ------............................................................................... ii. Anticipated rate of disposal/processing: • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour, if combustion or thermal treatment HL If landfill,anticipated site life: ....... .............................. years t. Will proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous ElYeZ 6No waste? If Yes: i. Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: . ..................................................... .. ..... ..... . ...... ...... -------- ..................................................................... ...... ........................................................... . ...... ............................ ... ............ ...................................................................................................... ''I'll, ... ...................................................... ................ ii. Generally describe processes or activities involving hazardous wastes or constituents° ------------ ...................... ..................................................................................................... ..... ........- -----------------------............ —___------------------------.................................................... .... ................................................... . ..................................................................... 1111-1-1--------------------------------. ......... ................................................. iii. Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: ........ ....... .................................................................................................. ................... ................................................................. ... ......................................................... ........................................................... ....... ............................................................. 11111-1..................................................................................... _A......................................................................... V. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? Yes No If Yes:provide name and location of facility: --------------------- 11-11,11,11111,............................................................. ............................... .. .......................................................................... ----"I'll" ................................................................................................ -11-1 1-----------------...................................................... If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: .......................... ............................................................._... 11 I'll---I'll,...................................... ............. ...................................— .................--------------- ................... ................... .................................................................. ................................................................... E.Site and Setting of Proposed Action ............ E.1.Land uses on and surrounding the project site ........... a.Existing land uses. i. Check all uses that occur on,adjoining and near the project site. El Urban 0 Industrial [I Commercial E] Residential(suburban) El Rural(non-farm) El Forest El Agriculture El Aquatic El Other(specify): .. ........................................................................ H. If mix of uses,generally describe: ... ................................................................................. ............................................................. .................................................................................... ... ................................................................................. . ........................................................... ........... ................................................................................ -- ------ .......... ...... b.Land uses and covertypes on the project site. ............. ...... ................ Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres ............................... .................. • Roads,buildings,and other paved or impervious surfaces -1111-1111----,".................... ........................ .................... .................. • Forested ............. ........................................ Meadows,grasslands or brushlands(non- agricultural, including abandoned agricultural) ............................................................__....... ---------- • Agricultural (includes active orchards,field,greenhouse etc.) .,..,-._.n_.... -—- ............................ • Surface water features (lakes,ponds,streams,rivers,etc.) ................._. ................... • Wetlands(freshwater or tidal) ..... ........... ...... ------ ...... .. .................. • Non-vegetated(bare rock, earth or fill) ....................................................................................... -------------- . ............ .................. • Other Describe:landfill-waste transfer station61.02 61.02 0 ............. ........................... ....... ........................................................... ..................._........................................................ Page 9 of 13 ....................................................... - ---------- .................................. - ___—-—-—-.... ..... —--------------------- ............................. c. Is the project site presently uses' members of the community for public recrea" []Yes E]No i. If Yes: explain: .................. ................ .... ...... . ..................................... .................... .................... ......- ----------- d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals, licensed Yes No day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: ... ................................................ - ------------ -................................... ....... ............................ ... ............................................. ........... --------......................... ..... .......... ............ ...... ................................................... .......................... ...... e. Does the project site contain an existing dam? Yes No If Yes: i. Dimensions of the dam and impoundment: • Dam height: ...................... ......................... feet • Dam length: ................. ............... ..... ... ........................ feet • Surface area: acres • Volume impounded: gallons OR acre-feet iL Dam's existing hazard classification: iii. Provide date and summarize results of'last inspection: — --—---------------- ----- ................................... -—-------------------... ........... .......... ................ ................... ........... .......................................... ............................................................................... ............................................................................. -------------—---------....................... .................................................................. f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, Yes No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i. Has the facility been formally closed? ZYes E1 No • If yes,cite sources/documentation: NYSDEC Solid Waste&Town of Southampton Waste Manager .....................-------------- m ................. ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: Solar Panels will be installed on to of closedlandfill oxisfing ..................................................... - ---------- ..................................................... ............................ , , ----------------------................ .............................................................................. ----------............................... ..... W. Describe any development constraints due to the prior solid waste activities: —------------ Ian------1--- ............................................. Panels w 1i he Lit, r d u.,m concrale b�allast with no 4_,Pe �tca ion tot, # _,M)ect the finer coverin the landiAl. ............................... -------------............................................... ... ............ .............................. ....... "'LIP ... ........... ...... . .......... g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin [--]YesONo property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred-, ............................................... ....... ..................................... ............................................ ........................................................ ------------------ ...... ................. ......................................................... ------------ . ..... ...................... . ...................... h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any 21Yes E1 No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site Yes No Remediation database? Check all that apply: Yes-Spills Incidents database Provide DEC IDnumber(s): 0806615,95096..40,0890614,71,111111 ----------- ...... El Yes-Environmental Site Remediation database Provide DEC ID number(s): ........ .... ...... [J Neither database ii. If site has been subject of RC RA corrective activities,describe control measures: .............. ................................................................................ ................ ......... ....... ... ................................................................................ ........... .......... .... ........ ... ....... ... iii. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? Yes No Ifyes,provide DEC ID number(s)-. 11-11111-11111111111-1 .................... .................................................... ............................................. iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): ............................................... ........... ...... ..... ........................................... ..............."I'll",. ................................................. ..... ........................... ....... ..................................................... .......................................1111"',__ -111--.........-------- ................................_ ............. Page 10 of 13 ..................................................... ..................... ................... I'll I- -------------—----.............................-------------.................................... .......................... v. Is the project site subject to ap ' -,titutional control limiting property uses? Yes No • If yes,DEC site ID num, -- - ------------------------------------- ...................................................... . ................................................. • Describe the type of institutional control(e.g.,deed restriction or easement): 1-1111111111-- .............................................................. • Describe any use limitations: ................................................ "I .. .......................................................... ........... 1111111,111...................................................................... • Describe any engineering controls: ----------------- ........................... .............. --------------.................................... • Will the project affect the institutional or engineering controls in place? Yes No • Explain: _ .. ..................................... . ............................................. ...... ......... . .. ............................................... ......................................................................... ... ................................... ... ................................................... .............. ..................................... ... .... .........--------------------------- ... ................................................... ............ ............... ................................................... E.2. Natural Resources On or Near Project Site ................ a.What is the average depth to bedrock on the project site? >500 feet ........................................................... ......................... b.Are there bedrock outcroppings on the project site? Yes No If Yes,what proportion of the site is comprised of bedrock outcroppings? ...... .. ..... c. Predominant soil type(s)present on project site: landfill ....................................... .......... .. ................................................................................................... ----—---.................................. ... ............................................. .............. d. at is the average depth to the water table on the project site? Average: 65 feet ............. e.Drainage status of project site soils: Well Drained: ...... %of site El Moderately Well Drained: ..,-%of site E] Poorly Drained %of site f.Approximate proportion of proposed action site with slopes: El 0-.1-0o: 100 %of site E] 10-15%: %of site El 15%or greater: .........................%of site g.Are there any unique geologic features on the project site? E]YesoNo IfYes,describe: ................................................................................................. -------.............................................................. ..... ................ .......... --- ------ —--------- -- ----- ................ h. Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, Yes No ponds or lakes)? H. Do any wetlands or other waterbodies adjoin the project site? Yes No If Yes to either i or ii,continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, Yes No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: Streams: Name Classification ................... Lakes or Ponds: Name Classification ................. Wetlands: Name —-------- Approximate Size ..... .................... ..... • Wetland No. (if regulated' by DEC} v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired E]Yes waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired........... ...... ................................................................ ...................................................................................................... ................................................. ..................... ................................ ...... .............."I'll'I'll""I".�.11,11111--lI..................... i. Is the project site in a designated Floodway? E]Yes ONo --—-- "-- .......... .............................. J Is the project site in the 100 year Floodplain? [-]Yes No .......................... 11---......"I'll".................... k.Is the project site in the 500 year Floodplain? ElYes .................................... 1. Is the project site located over,or Immediately adjoining,a primary,principal or sole source aquifer? Yes[:]No If Yes: i. Name of aquifer:Sole Source Aquifer Names:Nassau-Suffolk SSA ..... ...................................................................... ........................ . ..... ----- --- ............................................... -- - --------------------- .......... .............. ......... ................. Page 11 of 13 e. Does the project site contain,or �� it substantially contiguous to,a building,archa—logical site,or district ❑ _ _ _ .. ........... .. _ Yes®No which is listed on,or has been, inated by the NYS Board of Historic Preserve for inclusion on,the State or National Register of Historic Places? If Yes: i. Nature of historic/archaeological resource: ❑Archaeological Site ❑Historic Building or District ii. Name: iii. Brief description of attributes on.which listing is based: £Is the project site,or any portion of it, located in or adjacent to an area designated as sensitive for ❑Yes®No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? ical Have additional archaeological or historic siteor on g, g' site(s) resources been identified �. the project site. ❑Yes®No If Yes: i. Describe possible resource(s): ii. Basis for identification: h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local ®Yes❑No _..I scenic or aesthetic resource? If Yes: L Identify resource: Route 48 U. Nature of,or basis for,designation(e.g.,established highway overlook state or localark state historic trail o p r scenic byway, etc) scenic b. .... ......... ... _..... .. mm ..... ..... iii. Distance between project and resource, m... 0 miles, i. Is the designated river c project site located within a desi or e ..._ _._corridor under the Wild, Scenic c and Recreational Rivers ❑Yes®No P j g Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the est of my knowledge. IL Applicannt/sp rnsorN i d .: Date . .__ .... Mgnwrt�ar+ Title _ � ..� Yn„„YYRM Page 13 of 13 PRINT FOW� _ EAF Mapper t Report Friday, July 24, 2015 9:37 AM Disclaimer: The EAF Mapper Is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form(E-AF).Not all questions asked in the EAF are answered by the EAF Mapper.Additional information on any EAF 9Y uestion can be obtained b consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC,you may also need to contact local or other data sources in order to obtain data not provided by the Mapper.Digital data is not a substitute for agency determinations. /�� 1 ��/�///�i/�%��i�'�"" aw _ v �, /!,!,j i/�.„;/! ,��'���/////%%✓, F/ t«u' A�u��r�;ya,�f� d''� n ���/n�� r/�F�' ”'°r"""� J;1d,„« 0th �fit« ��//r/ij�f//r� i✓/lr» ,: WoM"9 r� �j� re E as .� ffti l•NEN E Dp, rvm(( ar fps � t, , t Int maP, in17^.- nt IF Ccirp,tll�r 6� �r1 »'w ,Vapercre« FTI sriCtlritln,p VNoo r GIS Y a i% °/ rp/% Jn,/l /r %,aa,fi tETIrn t)anutr r rrnt�ak'rtrl « arttati tt� itaf„ tt �rt t p�raiam i iic,aat/ ,,,lf,,, If$(jatl 00111 B.i.i [Coastal or Waterfront Area] Yes B.i.ii [Local Waterfront Revitalization Area] Yes IC.2.b. [Special Planning District] Yes- Digital mapping data are not available for all Special Planning Districts. 1 Refer to EAF Workbook. L C.2.b. [Special Planning District- Name] j NYS Heritage Areas:Ll North Shore Heritage Area E.1.h [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF Potential Contamination History] Workbook. E.1.h.i [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF Listed] Workbook. E.1.h.i [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF Environmental Site Remediation Database] Workbook. E.1.h.iii [Within 2,000' of DEC Remediation No Site] E.2.g [Unique Geologic Features] No E.2.h.i [Surface Water Features] No E.2.h.ii [Surface Water Features] No E.2.h.iii [Surface Water Features] No E.2.h.v [Impaired Water Bodies] No E.2.i. [Floodway] No E.2.j. [100 Year Floodplain] No E.2.k. [500 Year Floodplain] No E.2.1. [Aquifers] Yes E.2.1. [Aquifer Names] Sole Source Aquifer Names:Nassau-Suffolk SSA E.2.n. [Natural Communities] No E.2.o. [Endangered or Threatened Species] No Full Environmental Assessment Form - EAF Mapper Summary Report , E.3.a. [Agricultural District] No E.3.c. [National Natural Landmark] ;No E.3.d [Critical Environmental Area] Yes E.3.d [Critical Environmental Area - Name] SGPA E.3.d.ii [Critical Environmental Area - Protect groundwater Reason] E.3.d.iii [Critical Environmental Area— Date Date:3-19-93, Agency:Long Island Regional Planning Viand Agency] E.3.e.[National Register of Historic Places] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.M. [Archeological Sites] No E.3.i. [Designated River Corridor] 'No Full Environmental Assessment Form - EAF Mapper Summary Report , Agemmm�y Use Only[If:ipplkablel Full Environmental Assessmen ,9rm ProjecL ..... Part 2-Identification of Potential Protect Impacts oa<< � Part 2 is to be completed by the lead agency. Part 2 is designed to help the lead agency inventory all potential resources that could be affected by a proposed project or action. We recognize that the lead agency's reviewer(s)will not necessarily be environmental professionals. So,the questions are designed to walk a reviewer through the assessment process by providing a series of questions that can be answered using the information found in Part 1. To further assist the lead agency in completing Part 2,the form identities the most relevant questions in Part 1 that will provide the information needed to answer the Part 2 question. When Part 2 is completed,the lead agency will have identified the relevant environmental areas that may be impacted by the proposed activity. If the lead agency is a state agency and the action is in any Coastal Area,complete the Coastal Assessment Form before proceeding with this assessment. Tips for completing Part 2: • Review all of the information provided in Part 1. • Review any application,maps,supporting materials and the Full EAF Workbook. • Answer each of the 18 questions in Part 2. • if you answer"Yes"to a numbered question,please complete all the questions that follow in that section. • If you answer"No"to a numbered question, move on to the next numbered question. • Check appropriate column to indicate the anticipated size of the impact. • Proposed projects that would exceed a numeric threshold contained in a question should result in the reviewing agency checking the box"Moderate to large impact may occur." • The reviewer is not expected to be an expert in environmental analysis. • if you are not sure or undecided about the size of an impact, it may help to review the sub-questions for the general question and consult the workbook. • When answering a question consider all components of the proposed activity,that is,the "whole action". • Consider the possibility for long-term and cumulative impacts as well as direct impacts. • Answer the question in a reasonable manner considering the scale and context of the p.ioieel. 1. Impact on Land Proposed action may involve construction on, or physical alteration of, []NO ®YES the land surface of the proposed site. (See Part 1. D.1) If"Yes", answer questions a J. ff"No", move on to Section 2. -w... ... --------------� .... Relevant No or Moderate Part I small to large Question(s) impact impact may ma occur occur a. The proposed action may involve construction on land where depth to water table is E2d 0 El less than 3 feet. b.The proposed action may involve construction on slopes of 15%or greater. F2 c.The proposed action may involve construction on land where bedrock is exposed,or Eta 0 ❑ generally within 5 feet of existing ground surface. d.The proposed action may involve the excavation and removal of more than 1,000 tons D2a 0 1:1 of natural materia[. e. The proposed action may involve construction that continues for more than one year D 1 e or in multiple phases. f The proposed action may result in increased erosion,whether from physical D2e, D2q ❑' disturbance or vegetation removal (including from treatment by herbicides). g.The proposed action is, or may be, located within a Coastal Erosion hazard area. Bl i h. Other impacts; ._........._ ❑ ❑ Page 1 of 10 ------..__, ......... ......... ®_..., ,,, ,..m ,_m. ._ ......... -------- ......... ......... 2. Impact on Geological Fey. yes The proposed action may result in the modification or destruction of, or inhibit access to, any unique or unusual land forms on the site (e.g., cliffs, dunes, ONO ❑YES minerals, fossils, caves). (See Part 1. E.2.g) Ef Yes_. answer y� ions a- c. �1.`° No 11, move on to Section 3. Relevant No,or Moderate Part 1 small to large Question(s) impact impact may ma occur occur a. Identify the specific land form(s)attached E2g El n b.The proposed action may affect or is adjacent to a geological feature listed as a E3c i::::u 0 registered National Natural Landmark. Specific feature: c. Other impacts: _____ -------_- . 3. Impacts on Surface Water ____- --- - .... .. ............... ..... . ..... �... �..�.. The proposed action may affect one or more wetlands or other surface water ONO ❑YES bodies (e.g., streams, rivers, ponds or lakes). (See Part 1. D.2, E.2.h) I f"Yes", answer questions a- 1. If"No", move on to Section 4. _ Relevant- No. or Moderate Part I small to large Question(s) impact impact may _... _ mayocc...u...r occur a. The proposed action may create a new water body, D2b,Dlh a 4::."t b. The proposed action may result in an increase or decrease of over 10%or more than a D2b n .:a 10 acre increase or decrease in the surface area of any body of water. c.The proposed action may involve dredging more than 100 cubic yards of material D2a E-1 [A from a wetland or water body. d.The proposed action may involve construction within or adjoining a freshwater or E2h tidal wetland,or in the bed or banks of any other water body. e. The proposed action may create turbidity in a waterbody,either from upland erosion, D2a,D2h runoff or by disturbing bottom sediments. f. The proposed action may include construction of one or more intake(s) for withdrawal D2c of waterfrom surface water. g. The proposed action may include construction of one or more outfalls)for discharge D2d r� of wastewater to surface water(s). h.The proposed action may cause soil erosion,or otherwise create a source of D2e stormwater discharge that may lead to siltation or other degradation of receiving water bodies. i.The proposed action may affect the water quality of any water bodies within or E2h 0 is downstream of the site of the proposed action. j. The proposed action may involve the application of pesticides or herbicides in or D2q,E2h F) EJ around any water bodI'lly. k.The proposed action may require the construction of new,or expansion of existing, D1 a, D2d �:: ❑ wastewater treatment facilities. Page 2 of 10 ....................... ...... ------------- ................ - -- ---- 1. Other impacts. ❑ .... ............. 4. Impact on groundwater The proposed action may result in new or additional use of ground water, or WINO []YES may have the potential to introduce contaminants to ground water or an aquifer. (See Part 1. D.2.a, D.2.c, D.2.d, D.2.p, D.2.q, D.2.t) If"Yes", answer questions a -h. If"No", move on to Section 5. . _..::.�-...._ .... ...�m.�_r=m ._.. ... ........_ . Relevant . . .,___-m ..... No,or Moderate Part 1 small to large Question(s) impact impact may �.....eee.......... __. ma_occur occur a. The proposed action may require new water supply wells,or create additional demand D2c ❑ ❑ on supplies from existing water supply wells. b. Water supply demand from the proposed action may exceed safe and sustainable D2c t� 9 withdrawal capacity rate of the local supply or aquifer. Cite Source: c. The proposed action may allow or result in residential uses in areas without water and D1 a, D2c r: ❑ sewer services. d.The proposed action may include orq discharged g �-.... ..-.. _. ....,_. re uire wastewater dischar ed to groundwater, 132d,E21 EJ 4.1 e. The proposed action may result in the construction of water supply wells in locations 132c,EIf, where groundwater is,or is suspected to be,contaminated. Elg,Elh f. The proposed action may require the bulk storage of petroleum or chemical products D2p,E21 ❑ [::n over ground water or an aquifer. g. The proposed action may involve the commercial application of pesticides within 100 E2h,D2q, feet of potable drinking water or irrigation sources. E21,D2c h. Other impacts ❑ r..l . .. __ 5haoFlooding The proposedaction may result in development on lands subject to flooding. NO..... ..... _ .�..........._ [JYES (See Part 1. E.2) I "Yes", answer questions a-g. No move on to Section 6. f....�......_........._ __ .. ,.m..._________-- - Relevant No,or Moderate Part 1 small to large Question(s) impact impact may may occur occur a. The proposed action may result in development in a designated floodway, E2i r. [ b. The proposed action may result in development within a 100 year floodplain. E2j ❑ �`:� c.The proposed action may result in development within a 500 year floodplain. Elk EJ FA d. The proposed action may result in,or require, modification of existing drainage D2b, 132c :':.t n patterns. e. The proposed action may change flood water flows that contribute to flooding. D2b,E2i, ❑ E2j,_E2k f. If there is a dam located on the site of the proposed action, is the dam in need of repair, E 1 e ❑ 1 J or upgrade? ..........,....,m..,.,.. Page 3 of 10 .... ............ g. Other impacts:- _ .. . 6. Impacts ts on Air The proposed action may include a state regulated air emission source. NO - YES (See Part 1. D.2.f., D,2,1i, D.2.g) If"Yes", answer questions a-f If"No", move on to Section 7. .. �. ... .. ........ .. e...e_...............w.......� .... ... .. .. ... Relevant No,or Moderate Part I small to large Question(s) impact impact may ma occur occur a. If the proposed action requires federal or state air emission permits,the action may also emit one or more greenhouse gases at or above the following levels: i. More than 1000 tons/year of carbon dioxide(CO„) D2g ❑ 0_'7 ii. More than 3.5 tons/year of nitrous oxide(N20) D2g ❑ iii. More than 1000 tons/year of carbon equivalent of perfluorocarbons(PFCs) D29 ❑ iv. More than .045 tons/year of sulfur hexafluoride(SF6) D2g ❑ 0 v. More than 1000 tons/year of carbon dioxide equivalent of D2g ° E°j hydrochloroflourocarbons(HFCs)emissions vi.43 tons/year or more of methane D2h ❑ b. The proposed action may generate 10 tons/year or more of any one designated D2g ❑ t'.''� hazardous air pollutant,or 25 tons/year or more of any combination of such hazardous air pollutants. _ ...w proposed Y q registration, ..........y p -- - D2f,D2g ❑ �,��.. c. The ro osed action may require a state air re rstratron or may produce an emissions rate of total contaminants that may exceed 5 lbs.per hour,or may include a heat source capable of producing more than 10 million BTU's per hour. d.The proposed action may reach 50%of any of the thresholds in"a”through"e', D2g ❑ 7 above. e. The proposed action may result in the combustion or thermal treatment of more than 1 D2s ❑ 11 ton of refuse per hour. f.Other impacts: .................. ......... ............................................................ ............................................................ 7. Impact on Plants and Animals The proposed action may result in a loss of flora or fauna. (See Part 1. E.2. m.-q.) NO []YES If"Yes", answer questions a t I "No", move on to Section 8. _ Relevant No,or Moderate Part I small to large Question(s) impact impact may .�.. . .... occur occur a. The proposed action may cause reduction in population or loss of individuals of any Ego ID threatened or endangered species,as listed by New York State or the Federal government,that use the site,or are found on, over, or near the site. b. The proposed action may result in a reduction or degradation of any habitat used by E2o 71 I-J any rare,threatened or endangered species,as listed by New York State or the federal government. c. The proposed action may cause reduction in population,or loss of individuals,of any E2p I,] species of special concern or conservation need,as listed by New York State or the Federal government,that use the site,or are found on, over,or near-the site. d. The proposed action may result in a reduction or degradation of any habitat used by E2p Lr i:: any species of special concern and conservation need, as listed by New York State or the Federal government. ....__ - --- _ Page 4 of 10 e. The proposed action may dimi: the capacity of a registered National Natural E3c ❑ Landmark to support the biologi,al community it was established to protect. f.The proposed action may result in the removal of,or ground disturbance in, any E2n portion of a designated significant natural community. Source: g.The proposed dation may substantially t nesting/breeding, ding_,foraging,or Elm over-winteringhabitat for predominant spreesthat occupy ❑ or use the project site. h.The proposed action requires the conversion of more than 10 acres of forest, Elb El [I grassland or any other regionally or locally important habitat. Habitat type& information source: i. Proposed action(commercial,industrial or recreational projects, only) involves use of D2q C.] 171 herbicides or pesticides. j. Other impacts: ............... ....... ❑ �'.� u. w �_...................................................._......_ .� 8. Impact on Agricultural Resources The proposed action may impact agricultural resources. (See Part 1. E.3.a. and b.) W]NO ❑YES If"Yes". answer duestions a - hw If"No", move on to Section 9. Relevant No,or Moderate Part 1 small to large Question(s) impact impact may may occur occur a. The proposed action may impact soil classified within soil group 1 through 4 of the Etc,E3b u::o ❑ NYS Land Classification System. b.The proposed action may sever,cross or otherwise limit access to agricultural land Ela,Elb ❑ u::u (includes cropland,hayfields,pasture,vineyard,orchard,etc). c. The proposed action may result in the excavation or compaction of the soil profile of E3b ❑ active agricultural land. d.The proposed action may irreversibly convert agricultural land to non-agricultural Elb,E3a i uses,either more than 2.5 acres if located in an Agricultural District,or more than 10 acres if not within an Agricultural District. e. The proposed action may disrupt or prevent installation of an agricultural land EI a, Elb rA Vw management system. f The proposed action may result,directly or indirectly, in increased development C2c, C3, potential or pressure on farmland. D2c, D2d g.The proposed project is not consistent with the adopted municipal Farmland C2c z,:a Protection Plan. h.Other impacts: i_l. Page 5 of 10 _._.............. _ ...__._ ... _._. ...._ 9. Impact on Aesthetic Re- .rces The land use of the proposed action are obviously different from, or are in [:]NO WJYES sharp contrast to, current land use patterns between the proposed project and a scenic or aesthetic resource. (Part 1. E.l.a, E.1.b, E.3.h.) 1, Yes , answer yL gtions a- 1l."No", go to Section 10, Relevant No,or Moderate Part I small to large Question(s) impact impact may may occurmmm, occur a.Proposed action may be visible from any officially designated federal,state, or local E3h 0 ❑ scenic or aesthetic resource. b. The proposed action may result in the obstruction,elimination or significant E3h, C2b 0 ❑ screening of one or more officially designated scenic views. c. The proposed action may be visible from publicly accessible vantage points: E3h i. Seasonally(e.g.,screened by summer foliage,but visible during other seasons) ® ❑ ii.Year round ® ❑ d.The situation or activity in which viewers are engaged while viewing the proposed E3h action is: E2d, i. Routine travel by residents, including travel to and from work ❑ El ii. Recreational or tourism based activities Elc ❑ n e. The proposed action may cause a diminishment of the public enjoyment and E3h ❑ ❑ appreciation of the designated aesthetic resource. f. There are similar projects visible within the following distance of the proposed D 1 a,Ela, � ❑ project: Dlf,Dlg 0-1/2 mile '/2-3 mile 3-5 mile 5+ mile g. Other impacts. ❑ ❑ 10. Impact on Historic and Archeological Resources The proposed action may occur in�or adjacent to a historic or archaeological [Z ]NO YES resource. (Part 1. E.3.e, £ and g.) If"Yes", answer questions a- e. If"No", go to Section 11. _�. ... m .�. ..w _w _.._�.. -------- Relevant Relevant No,or Moderate Part 1 small to large Question(s) impact impact may may occur occur a. The proposed action may occur wholly or partially within,or substantially contiguous De 1-71 to,any buildings,archaeological site or district which is listed on or has been nominated by the NYS Board of Historic Preservation for inclusion on the State or National Register of Historic Places. b. The proposed action may occur wholly or partially within,or substantially contiguous E3f ❑ u to, an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory. c.The proposed action may occur wholly or partially within,or substantially contiguous E39 to,an archaeological site not included on the NY SHPO inventory. Source: Page 6 of 1 d. Other impacts: _.._e ❑ ❑ e. If any of the above(a-d)are answered"Yes",continue with the following questions to help support conclusions in Part 3: i. The proposed action may result in the destruction or alteration of all or part E3c, E3g, ❑ of the site or property. E3f ii. The proposed action may result in the alteration of the property's setting or E3e,E3f, EJ ❑ integrity. E3g,Ela, Elb iii. The proposed action may result in the introduction of visual elements which E3c>E3f, ❑ are out of character with the site or property,or may alter its setting. E3g, E3h, C2,C3 . The act o sed action ace result in e loss of recreationa... .... ... �.. 11. Impact on Open Space and Recreation prop I opportunities or a [Z]NO DYES reduction of an open space resource as designated in any adopted municipal open space plan. (See Part 1. C.2.c, E.l.c., E.2.q.) If"Yes", answer questions a- e. If"No", go to Section 12. Relevant No,or Moderate Part I small to large Question(s) impact [impact may maoccuroccur a.The proposed action may result in an impairment of natural functions, or"ecosystem D2e,Elb ❑ to services",provided by an undeveloped area,including but not limited to stormwater E2h, storage,nutrient cycling,wildlife habitat. E2m,E2o, E2n, E22� �. b. The proposed action may result in the loss of a current or future recreational resource. C2a,EIc, �::u ❑ C2c,E2q............ � .... . ,_. c. The proposed action may eliminate open space or recreational resource in an area C2a,C2c with few such resources. E 1 c,E2q d. The proposed action may result in loss of an area now used informally by the C2c,E 1 c u 11 community as an open space resource. e. Other impacts: N The proposed action may be located within or ad' 12. Impact on Critical Environmental Areas p p y adjacent to a critical WINO 1:1 YES environmental area(CEA). (See Part 1. E.3.d) If"Yes answer uestions a - c. If"No", o to Section 13. ., . 9 t ns �_ .__.�.....................................—. ....... ....................... ......._....._.. Relevant No,or Moderate Part I small to large Question(s) impact impact may mayoccu...... .._.....ccur a. The proposed action may result in a reduction in the quantity of the resource or E3d characteristic which was the basis for designation of the CEA. b. The proposed action may result in a reduction in the quality of the resource or E3d ❑ characteristic which was the basis for designation of the CEA. c. Other impacts: ❑ ❑ Page 7 of 10 .................................................................................... -------------------- ..........-----------------------.............................................................................................................................................- ........................................................................................................................................ 13. Impact on Transportath- The proposed action may result in a change to existing transportation systems. [2]NO YES (See Part 1. 13.2j) answer questions a-_&Y,,if"No to Section 14. .......... --—-------------........... ...................................................................................................................................... ....... Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a. Projected traffic increase may exceed capacity of existing road network. D2j 1-1 0 .......... b. The proposed action may result in the construction of paved parking area for 500 or D2j ❑ 11 more vehicles. c.The proposed action will degrade existing transit access. D2j ❑ 0 d.The proposed action will degrade existing pedestrian or bicycle accommodations. D2j ......................................_................_........................ ...........—----—------------ .............................................. c.The proposed action may alter the present pattern of movement of people or goods, D2j El 11 f. Other impacts. .......... ...... ...... ............... .................... ....................... ..................... --- 14. Impact on Energy Impact action may cause an increase in tile use of any form of energy. W]NO DYES (See Part 1. D.21) "Yes", answer questions a- e. "No Igo to Section 15. ............................. ..... Relevant No,or Moderate Part I small to large Question(s) impact impact may ............ ... ................ may occur occur a. The_pKgoseL action will q ire a new,or an upgrade to an existing,substation. D2k b.The proposed action will require the creation or extension of an energy transmission DI f, 0 r-) or supply system to serve more than 50 single or two-family residences or to serve a DIq,D2k commercial or .industrial use ....................... ......................"I'll,........... ...... ....... c.The proposed action may utilize more than 2,500 MWhrs per year of electricity, D2k Ej El d. The proposed action may involve heating and/or cooling of more than 100,000 square Dl cJ 0 feet of building area when completed. c.Other Impacts: .................. ........ ................................................................................................................................................— ............. ......................................................................... ..........�....... ...... ...... . ...................... .......................... 15. Impact on Noise, Odor, and Light The proposed action may result in an Increase in noise, odors, or outdoor lighting. [—]NO [Z]YES (See Part 1. D.2.rn., ii., and o.) Yes", answer questions a-,f if`No",", go to Section 16. ...................................................... ......... ........................ ................ Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action may produce sound above noise levels established by local D2m 0 El regulation. b. The proposed action may result in blasting within 1,500 feet of any residence, 132m, Eld 0 El hospital,school, licensed day care center,or nursing home. c. The proposed action may result in routine odors for more than one hour per day,. D2o 0 El ............................................................................................................................ . ........... - -.. ......... .......................................................................................... ............ ..... Page 8 of 10 m..,.,. ,,,,,,,�...... ......... —...___—-------- 17. Consistency with Community Plans The proposed action is not consistent with adopted land use plans. W]NO YES (See Part 1. C.1, C.2. and C.3.) If"Yes", answer questions a -h. If"No", go to Section 18. _. .�. ... w. �aa 1111. a _ ..........._... Relevant No,or Moderate Part I small to large Question(s) impact impact may �mmmm :1111 may occur occur a. The proposed action's land use components may be different from,or in sharp C2, C3,Dla ❑ contrast to,current surrounding land use pattern(s). Ela,Elb .. _1111_ ..__.. .. .......�....�. ., w ,_.....n.... ., n ..... ._._.... ..... ....... _ ... ... __ .�... . .. .. ..... b. The proposed action will cause the permanent population of the city,town or village C2 �r ❑ in which the project is located to grow by more than 5%. ....--- ------ ----- ------- -------- ------------------ c. ------c. The proposed action is inconsistent with local land use plans or zoning regulations. C2, C2,C3 1 1 ❑ d. The proposed action is inconsistent with any County plans,or other regional land use C2,C2 plans. e.The proposed action may cause a change in the density of development that is not C3,DIc, ❑ �::'t supported by existing infrastructure or is distant from existing infrastructure. Did,Dif, Did,Elb f. The proposed action is located in an area characterized by low density development C4,D2c,D2d El 13 that will require new or expanded public infrastructure. D2j g. The proposed action may induce secondary development impacts(e.g.,residential or C2a ❑' u- commercial development not included in the proposed action) h.Other: El .. . .1.1.11. 1111. 18. Consistency with Community Character The proposed project is inconsistent with the existing community character, QNO ®YES (See Part 1. C.2, C.3, D.2, E.3) If `Yes", answer questions a -,g. If"No",proceed to Part 3. Relevant No,or Moderate Part I small to large Question(s) impact impact may _ _.................. m............m -.............. may occu.r.....................occu..r.............. a. The proposed action may replace or eliminate existing facilities,structures,or areas E3e,E3f,E3g of historic importance to the community. �_ .�����_ 1111.... -1111111111. _ b. The proposed action may create a demand for additional community services(e.g. C4 ❑ U schools,police and fire) c. The proposed action may displace affordable or low-income housing in an area where C2, C3, D1 f I",] ❑ thereis a shortage of such housing. Dig,Ela d.The proposed action may interfere with the use or enjoyment of officially recognized C2,E3 i:r r.::,I or designated public resources. e. The proposed action is inconsistent with the predominant architectural scale and C2,C3 t7 ❑ character. f. Proposed action is inconsistent with the character of the existing natural landscape. C2,C3 ❑ r::::i Ela,Elb _...w......., g. Other impacts. INT FULL FORM Page 10 of 10 Project: Bate Full Environmental Assessment Form Part 3-Evaluation of the Magnitude and Importance of Project Impacts and Determination of Significance Part 3 provides the reasons in support of the determination of significance. The lead agency must complete Part 3 for every question in Part 2 where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not, or may,result in a significant adverse environmental impact. Based on the analysis in Part 3,the lead agency must decide whether to require an environmental impact statement to further assess the proposed action or whether available information is sufficient for the lead agency to conclude that the proposed action will not have a significant adverse environmental impact. By completing the certification on the next page,the lead agency can complete its determination of significance. Reasons Supporting This Determination: To complete this section: • Identify the impact based on the Part 2 responses and describe its magnitude. Magnitude considers factors such as severity, size or extent of an impact. • Assess the importance of the impact. Importance relates to the geographic scope,duration,probability of the impact occurring,number of people affected by the impact and any additional environmental consequences if the impact were to occur. • The assessment should take into consideration any design element or project changes. • Repeat this process for each Part 2 question where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. • Provide the reason(s)why the impact may,or will not,result in a significant adverse environmental impact • For Conditional Negative Declarations identify the specific condition(s)imposed that will modify the proposed action so that no significant adverse environmental impacts will result. • Attach additional sheets,as needed. Impact on Land:Project will be constructed on surface of the existing landfill. For construction grass will be disturbed. Post construction area will be topsoiled and seeded and area will be covered with erosion control matting to protect from any erosion before the vegetation is able to reestablish. Impact on Aesthetic Resources:The project site is adjacent to Route 48 which is a designated Scenic Highway. Through field observation,we have noted that opportunities for views of the project site from the road are minimal and the apertures are small. immediately adjacent properties will generally have filtered views,or the view will be blockedby existing evergreen vegetation located along the property line. For Route 48 motorists,the solar panels will only be visible for a quick second before the surrounding vegetation and buildings block this view. The site is an active landfill and the buildings and other areas of the landfill are more easily seen from the roadway. Impacts on Noise,Odor and light:The project will entail the use of inverters to convert the DC power coming from the Solar Panels to the AC power required for the public electrical system. This inverter will create a minimal low humming sound that may be heard by anyone very nearby the system and only during the day. A berm with screening plantings will be constructed between the local residences and the inverter to inprove the noise buffering that the existing vegetation would already supply. Determination of Significance - Type 1 and Unlisted Actions SEQR Status: ❑ Type 1 ❑ Unlisted Identify portions of EAF completed for this Project: ❑Part 1 ❑Part 2 ❑Part 3 .................................................................... .......................................................................................................................................................................................... .......................... ..... ... .................... Upon review of the information -ded on this EAF,as noted,plus this addition pport information ................ ............................................... -................... _............ ........... ............ and considering both the magnitude and importance of each identified potential impact, it is the conclusion of the ____.m............ -—-----------—----- as lead agency that: EJ A. This project will result in no significant adverse impacts on the environment,and,therefore,an environmental impact statement need not be prepared. Accordingly,this negative declaration is issued. 0 B. Although this project could have a significant adverse impact on the environment,that impact will be avoided or substantially mitigated because of the following conditions which will be required by the lead agency: ................................ ................................................................................................. ------ There will,therefore,be no significant adverse impacts from the project as conditioned,and,therefore,this conditioned negative declaration is issued. A conditioned negative declaration may be used only for UNLISTED actions(see 6 NYC RR 617A). E:1 C. This Project may result in one or more significant adverse impacts on the environment,and an environmental impact statement must be prepared to further assess the impact(s)and possible mitigation and to explore alternatives to avoid or reduce those impacts. Accordingly,this positive declaration is issued. ................. -—___.................. Name of Action: Name of Lead Agency: Name of Responsible Officer in Lead Agency: .......... Title of Responsible Officer: Signature of Responsible Officer in Lead Agency: Date: ......................... Signature of Preparer(if different from Responsible Officer) Date: For Further Information: Contact Person: Address: Telephone Number: E-mail: For Type I Actions and Conditioned Negative Declarations,a copy of this Notice is sent to: Chief Executive Officer of the political subdivision in which the action will be principally located(e.g.,Town City Village of) Other involved agencies(if any) Applicant(if any) Environmental Notice Bulletin: http://www.dec.nygov/enb/enb.htm] PRINT FULL FORM ] Page 2 of 2 r - MAILING DRESS: PLANNING BOARD E ERs1)v MOP.O. sox 1179 � �V. Southold, NY 11971 DONALD J.wILCENSKI Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III " (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR " �� � � Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department&kl— Date: September 21, 2015 Re: Deferred Revenue The Site Plan Application referenced below has been accepted by the Planning Board and the funds may be processed to Planning Applications Revenue Account 82115.10. Thank you. Applicant/Project Name & Tax Map # Amount Check ercial So ar� Date/No. CommEnergy 1000-96-1-17 5 $3000.00 GPI Production System at Southold $3,000.00 Town Landfill Site Plan Application Fee .. ......... . JAM SOUTHOLD LANDFILL H iv cr iI i� �[. SOLAR ENERGY PRODUCTION SITE 111a olB-d LilYiiilil�ECf)3Yf PRELIMINARY SITE PLAN FOR GROUND MOUNTED 1 . 1232 MW (DC), 781 KW (AC) PHOTOVOLTAIC SYSTEM CONSISTING OF (31456) 325 WATT MODULES COX LANE SOUTHOLD, NEW YORK SECTION 96 BLOCK 1 LOT 17.5 N _ PROJECT LOCATION JUL 1 T I I I SITE ENGINEER GPI o a s I d rII I PROJECT DEVELOPER 1 I kp�.ru SOLAR ENGINEER /T NAVI�I GREENMCNC / ARRE WILLIAM CARRE Dete 1 CE Pft 6UEN IiD RECTOR 0f CVIL ENGINEERING '"'f'f' i% FOR PRELIMINARY SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION u�N n E�ria i La>at� GP Pedmc. SHEET LIST TABLE zs GNk a n 1SOEAR IN .,. souTeoED u,Norlu DWO N41. f f fLC IEEfNO PPODUCTIIOEN SITE A. > r e rit nor ar,z.rt u� r u.> Alciv r +r.0 rm a rm _ x r,r rzr u� u[i r In.ci nri 1— 1 111i WHI ATV _.Pt ri rn/ 4 _ muo.r�. �� r x t u �..�,.� _ 1 .. i..�. Y a-aoor H t ain R.11,�u - a w,r.cT .. A.,��n_caa n .,� r�, -c a r, k �.o _ �� � RESTORATION AREA HED MN ��, „i., .e. -” ,„" SCIENTIFIC COMMON T - NAME NAME PERCENTAGE ., Alzz _ x �.,. > >.All r.0 n1anr �m�m oma ,era�rver�as �o� N,�r a or f r.;,l.. H r or SM'zocM1 L' B eslem-- n�r xev+ a �. Pi, a. 1rr r. .rfin "C ui na 0 0, H m ✓n� n nr ercr n .�L ., r.i r rr.rr! F of fescue 209. Al �o e aJm" m omm o lox u. nay r .v�,..tifio iwt ..a z .i wrr r ✓ �,�. rnm _ � r ii � o iris ✓, r, i��,�n�a � is � rn�o off;ye i x.n. ��. D a sC PovartY Oot Ox IIIA -r- .w Era9taE'.s OIPIeI Gross — _... U1A I I I Il 1,1 11 1,1 11 111,,u Ci Jn n i r, �vn n rr 1 11 111)"'1 1111/Ill rIrrr _ lAIIA1 111 1—111 11 1, n_ GENERAL NOTES GN-01 1114 A 11 IS N EFI INNY ti '7T T 1�' LANDF LL AT; 1.111,R1111NERCY ",1, ,, Y. \ A MOM a,SITE I TZ, A 'Or MS� --NAY 80 "up'; ��,�S,p IS, I i 'F ll�� �14 S, Av/ 116FAIALTERN IlAll SET S", ..... XON,I I IS 4 Np, 1 IV T. I 71.lilg MIP A dl.pt,d 1 4 E—,Llx No it,300a IS 400 11111TRI,IN, TOWN OF SOUTHOLD BULK SCHEDULE FOR INDUSTRIAL ---- DISTRICTS DIST HlCf IPROVIDEDNSNINOI RIQUINEIRITS EST 9111(11 1 2 SI.—.IF IST VETINFI11�l I IN SARIED PRUPERTY 60.94 ACRES SAIIII 111 SO COVERAIL 5 31 ACRES JDiAR ARRAY 0 SEEN At LOT ANADD PERCENTAGE I 111GS I IAS.1111 1. TROPERTY LINE NSIYEARI(IT) 2U BI 11 SIDE (FT) IN 411 'FS 1. 10 TAX MAP AND ZON I NO INTASSIi IS NTA- N, MAP MRSOMEEM PERMI I i'll ilimclsiols LET E.1111AFF IIIISEEETA F) 1. YG_ RIT"I'll LINE xx R, IN't LING I till IT(IT) �,�owdlmmo SOLAR ARRAY III I NUMbLfl OF STIRIE, I MSP-01 LOT COVERAGE MAP ............... I111,1, N Greenman-PederDen,Inr.. P ROTEa DABA TOWN OF SOUTHOLD STANDARD NOiI:S; DANE. _.. EL55COALANE I. METE, DB NG REF. RK P S ELLERAND 7�1 TCLIOG 915 SITE ADDRESS THE TO COMMENCEMENT f CH ASTEMUE CHE ENT ANY TIME NI WNS HOURS ACI KRKPATNJCB C. 0 XS OMEN R 1 A ) TOWN 04 SOUTHOLL SOLID 2 1WN OF NIH E p 5 SHALL BE D FI 2 HOURS 0 A u [ .- HlPUIfD WASTE MANAGEMENT BASEiO E EETCFP ETEWORKHI 3. CONTACT TOWN OF ST,U OtD E q EFR NG MINIMUM MUM 9B HOUR SEARS r0 UWNFR 6155 CO%LANE W CUTCHOGUE NY 11935 FOR EROSION AND SERI ENI CANT_ INWECIIGN. v TAX MAP 1LET-9fi 1 E 5 4, ALL ENGINEERING WORK i0 BE PEAND RFDFIAEO i0 IHC IATE11 PLANNING PART II AreTA 6119 ACRES —..... `'I -- BOARD SPECf CATO ZULGP Er INDUSTRIAL S ALI UTL ED ES SHA19E Bl HUNDENGRWNO PER PLANNING OOAPJI WI3ITMAN USE WASTED WASTSTE HANDUNGANp SPECIFICATIONS_ 1N AD HE FIFFE _ MTTLEICMLNi 1. ARIAS E LOSEO BY RiE PREPSRCT METELL BE OTECiF!SURINA 511£ zo I - 8 1 SA GI,STRCNR65 D PPE LL F CLEANED 0 OLT AND o 1 lu. T U nY OUTSI pETHESP AREA FIOOU J PL00020NE Il L HAZARD AREA MJLCH NG LO MEET 1'HE j - FEMA FIRM PANEL R6103CU14411 - -- CO 5 UCnON WITH BATIC SEI ENI LOOS EROSION CONTROL MATING TEMPORARY VEE F L "11111IM1111 DF HE OONIROL MANUAAND AS ( )OC r o0 IIOTTER TE CABs I ALL CENT RO DW 5 MUCH BE 1.11 CLEAN OF COS'T NUCTON TONT I_IGHr INDUSTRIAL / D STT EEND o EACH HAY To For AREA 6119 ACRES 1 )` I 1 ` IONAL NOTFS PROPOSED PROIECI AREA: 5 3 ACRES SOLAR FIELD:3 4 6 PANELS 12 2 MW DC 1'L 7 1, Locnnory of ON POSTER n Tv SER E E APPROXIMATE AND ( ( ) 1 1 MUS i BE CONFIRMED NDEPENDC L B IS CONTI'CICR AN TE UTILITY 81 KW DM(AG)) \ _) COMPANIES PRIOR TO CE CEMENT OF CONSTRUCTORF OSCHEPANCes EXIST NOTTFY THEE TETEL O I iY IF '6)\ Q 2. W ALLUM THE ROW OF C U CH LANE AM CIS LANE(ALTERNATE Y \\ ) I ROUT)SHALL BE PERFORMED IN ACCORDANCE AN ALL APPLCABLE 6)1� 1 ( 'I 1 L:I r ED THE e REQUIREMENTS aF TOM CF soulHDln — ...... _ .. Ex TrvcM ° ' E{ ' T 3, ANY STRPNG/PAAETIENT MARKINGS IN R.O.W WHICH ARE REMOVED DURING :` yr '✓_ (U 1/) TCN SIIE CONSTRUCTION SNALI.5E REPLACEn IN KIND. 4, THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES 10 PRD FM �'II PEDESTRIANS ANO WIVOULAR TRAF D DURING RE ACTH ES.ANY 1 NG JILT PO TRAFnC COI ACCESS,SAFETY PRONSO S WI THE ROA AND ACCESS ROUTES(EO.SIDEWALK PAVEMENT STRUNG.ETC)SHALL BE THE FIS/ � ) CONTRACTORS APPROPRIATENESS O REBLN TLE CONTRACTOR SHALL DETERMINE NORTH ARRAY 72 DOLES L ES AND ODE TEMPGRARY ttry MEASURE, OR THE PR01ECnON D SAFEtY CF nE UNTIL nRZ -_ «1 .*t PER MANENT PONEN 5/REPLAC[E 5 DAN 6E INSTILLED POINT _ REF C RFNC FS 6. TESTICK D SHALL KEAPPROPRIATEME sures To ENSURE THE ( aM1'IS AY 1]2B MODULES F E /0 SAFETY Of ITS EMPLOYEE THE GENERAL 5 UCLA ES i0 REMAIN 1 THS IN RL ERENCES: ADJACENT BROPERIES.PUSFUSUC H. LL CONSTRUCTON BOUNDAR AND T P CR MiIC SURVEYIF AND REMDVAL ACTIVE R C FEDERAL SEATS,COUNTY _ EA TIDT,ROAD a KELIER&RNKPATNCK AND LOCAL CODES AND REGULATIONS THE DOM AND ENGINEER ASSUME I .-. IG+51E ACBE-,.S(TTY) 3 01 GIBRALTAR.1. / T u �- '^6V - NO RESPONSBILTES FOR THE CONTACTORS SAFETY PROGRAMS& MORRS PLAINS NJ DI960 DATED 6 14 3016 PROCEDURES IN CONNECTON YAT THE WORK. "I CPf SOLAR ARRAY LAYOUT PLANS 6. TPF CONTACTOR SHALL BE RESPOURTO FOR PLYING VAT THE - PREPARED BT'. SACHLRATONS 6 THE LOCAL AUTGRTES BOARDING MATERIALS AND S.-I,mo. o 7 E L_RASANT HILL ROAD AN INSIALLATON W PROPOSED WORK.FOR OBTANNG THE REQUIRED PERMITS, P LATERu I-A 20ss2 SIGN NF AND corlsmucncN INsvccnCNs,ACcoaowc TO cOVERNINc GENERAL SITE PLAN 6 O4 BUILDING OWES. J. THE ENGINEER OF RECORD IS NET RESPONSIBLE FOR MEANS AND METHODS. Mme Jucvmis CP-01 �� �.. soureum umo6u{ �� oYY SOURFNEPG \. PNUDUC11016 SRC El r.Li;2AT �11 4 i4V( 0 Mw W ... r11 11V I P 01011 111 1 IT ( ) / WHITMLSN E 1368 1 Al "'.. w unr N 51/lap W ., a .1 [ 5991V1 NY 6 l_ i. 2.2a�911 "od3 elsl mei /, (1 ur* pppyyy m°' SUII rf�l5 ' �\� , a� t -..eau. �'� / ��n j V'61� 134 i� � �4�. \ C^" O'M1S CC_fl E.Y90 a0N CONCRETE 1 ON EXISTING ol Coo 'o k" ^�Q v �, / m�v i V7 "8 l Tltl49tl L 4 k)MS (ITT) gp 3 \� S6'� l/ �fA°,a1 �", 1+*, j`y"" Q,t ra 9 M1 _._. .. _...... frr,7 r ufal � ` Xw 6I 4 -E 31-445 )982402/ 5f.16 l \ { V� •�' 6 ; ., �`�` ,`u�• 6 a tl�lr s9z EI13Yi96v i1 --rrma�r6 'V-6 9F m, F E vE L E 13 JB 48 / N 1>EVY l ]1]48 49 ,2l"b'/ f E139]2tl625LCN) _ ITSl329J 1/�..I m E 3A 929 03 �� 1v ti` 3 L 'x 0, L,11715G 1 4 pq'l6 l �J ,:fm,$»N �� �. " C+ �q;' hGEW Q So% � � t IS T `V IV, I L J E i e fr- ..> TITHING Iw , - _ 6 IRLI ......._ 9tl�,�� — Ll, °,N0C! 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I (✓Ix91 Arf1 I'llANTI CIA UVN r f AM[ IIFI II P lAUI A AlI IZI II T( 01 ((IA'I;1 1 O N A(( E I LI (1 ,( n(N n - /13 ', A u 11 1 IVr FOA 01 CONEIfI I I AN .AV WL')(f AJLI I.r IAL BE P1 t IMANUI ANl JREfF, I r OFT iRAC 10 t 0 LRAD'r,'A` �'(J IRI D WI N ff N .I IF NUC O I ROCI 111'f TIC ANLwr BOLI DOWL-DI RHO 541 AE f NI ORM i0 1i'+ NO HEBA fUE:IA�,RI(W r JDA IOY OR lJv1NUNI of DEPT 1Pl O A HN 0 [J 1 If 1 RAWI NGS_ 4 (ONC Irl If INV[Ll[I IZ A A(F I)[F IV G0 R1oAa oE�IAE1 1(L cJr wl�1(.JJ +IUH 1N(Ial.rrina APPRwr w tN 9fuf.wc nGELS N n (-a colAuu 1 >f ALf 1079 �/ `1 All r vl K ...... ..... fl(N A A HIGH VOLTAGE WI I HIN DANGER U EI r T A EEP OUT If .,f CR J,Ek it-U rf -fl" J urlNI MFrF �_o� IYI'l A �I<N_ 4 � ND11 - _.. 1 ,G'JIPMfNf SCANit/I SIIA I A: MAIL f,IT WI U LINAI EQUIPMENT ------ SUBI"T MIAI PRIOR TO POURING' NO TRESPASSING TH1(;A Cr,NrE<I;Tc #4 BAPS,12 O .1=AGII1 if IAB - ,p..., _____ wnv(rrP.) r, �,v _ ,i /1 cHaM1 eR(TVR.) 1 f � SIGN / } A.. AUTHORIZED PERSONNEL ONLY 'T1 FOR INFORMATION 888-78 CALL 8T .r GENCY T Sv I f 880]86 334] N,w !f .811 MISCELLANEOUS n„r R�i i_i1IF1 n IAA 11 RIAI DETAILS s ,IGIV NI INf 11-1 1 IF / CA)I hC II .LNI ( IIOIV UI INiI_ „All .r111 1111 11 Il I I I'll I'll I +° cA1. ✓ CP-07 Ts. GPI ",,TD 111 „e.,. �L F� ��. SAT ,DLIIV,1 � r.1.IRI Y, 50UTHOLD LANDFILL SOIAR ENERGY RRaoucnary SITE Nvt wrTeTUA v un Ell 1 INFOUNDATIONS 5v RAONING ao1F� MA��FA�,�aERJY1, Illlill�� Il � I �I >,,, .R;;���— —L o <N ��,� II�IIIIIII�i�ll I' I I I. �fi 1 I11 (-A- L I V1 ;11011111) 3A,KIIG )IM[N`,OIV 11.AFFIV-111 . . ... I ttoNSITY �KIN� \ nNUFaciulisw IT11 I MISCELLANEOUS �'I� III III III 'I 'III II✓ °fl III II 0`-: IIS II aT� j II I1III1 ry DETAILS NOTE: RACKING SHOWN ONLY AS GRAPHICAL REPRESENTATION AND UY 01'HERS.ACTUAL RACKING MAY VARY. T/,"Nf, ;Y M 1 IAlf 5 CP-08 IT" GPI �. ,........... . ..k . IPGD xe,. f moo.SOUT410LD LANU414L ri iCOI]UC TIN NI SYI l ^ TIn 11 11 A I n1i x IN' T d` ^L fC fill" Vo, �,,..,, „ c .TL I are n 'L T. K ',FROUON_COPHIix( MAIIING/131.ANM I AIVUIOIr IN(G _}l IISII OF, a Uii M ,.� tl Alf n>��������'���%�l�' l�lr� t f 1 T.,.I IIIM,P,I I'. � - I,II IA1II ,� - x z[ LSlft fEJlS;OON S klffl.Al7PSISTEMPORARY P, TEMPOI „HY IOPSOII SIOCI(I'ILN;- �(�-}�,cn, c stN u P am xw .e — •� Y rtri(F+unr ar n sums n�icNc Ho*vnsa w roor SCALE:N.T.S. � so A P» () NOTES MISCELLANEOUS (1 5 rnrcrt[ 1. GRDSM SHIM[ C E Sf IMF U GINO`I'ION WTH SURLE%SEDIMENT LOSS CURLS% (FS` AND RBG uFx aM v MANUFAGFEEI BY AMER GN EXCELSIOR COMPANY OR DETAILS „� " .^.� ...c,a ,^ PPROVCD 61U I. D AttARNING TO MANUFAS.-GE NITALLAnON REQUIREMENTS. A w N HALF OF - om 1ARAN ..= A bi xc¢. S n MouNiwlE 2 F—STAPLE giAl.l.BF I'S ti".U—SHAPED,11GUAGE`MPC.ON 2"X B'.U—SHAPED.B -r w Mu aBEMNT a' o„,,,� o ucr M r. -e F I< Ali OF SSU'E 110 1THI .I—PI -n. .APLEs LL BE NSTALIED z4'APART ON EACH SIDE OF-SIIRLLX SEOIMEN'I LOG. ox ..LATE �' ,w�r�� ` IVM.x wnsHxo s rer4unm r aAu no uoNc x Ax 1!E 1410 R41W5 GF STAPLES SlIALL BE STAGGERED BY 12"ALONG THE LENGTH OF TEE N OUR FX SEDMENT LOG NSTALLATON OF ONE GUREL%SEDIMENT LOG 5 ALL NCLUDE ONE 'm My s'rwI[uuo �„ ,,.. „TACE ON EACH END Dr INE PRIX,UET. ALL STAPLES SNA L.BE FLILY NSERIED N.0 nrn AN ANF N.. Mry Lxnxa wnM. 11 111,unlrv. u.c ,..c _,..,.,� a TIf'.SUBGRAOE BELOW Tif GIRLC%SEDIMENT LOG AT 6'MA A Wn Ary n>N CFD rtx ` %MUM DEPTH. STIL, p JN,1 R C S.o E T LOSS BY PLACNG STAPLES'NRWGH THE NET—OF BOTH (�`P 09 "T GSALL NOT BE USED N SMILE A PYKAJIONS AND ONLY �./ / MiLRE NOT T USED. ON AND SEDIMENT CONTROL PLAN_ ND 1 m `,IAlill /I_U II MI ON ANY (,,)W,Ih'I l(.I I UII I N I TAI�.0 B. ,TANEI _ -