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Home My WebLink About1000-95.-2-5 (2) PARKING ■ ■ FUTURE OR055 LEGEND ACCESS AI5LE PROPOSED PROPOSED FUTURE OR055 Req'd = 28 spaces 10' � x 8'-O" DEEP App'd 2008 plan = 28 spaces DAA 10' (P x V-O" DEEP ACCESS AISLE Proposed = 25 spaces DRYWELL TOF +43.0 D i G i ova n n i & DRYWELL TOF +43.0 b'-O" HIGH CHAIN LINK - - -- „ ter, ASPHALT,, ONG. FENCE W/ OPAQUE VINYL PROPERTY LINE 20'-0" GONG. ,ASS PROPOSED b" CURB 20'-0° P GY T (TYP) 1 G LANDSCAPE COVERAGE Associates - 20'-0 25'-0" - - - -- - ---- EXISTING CONTOUR,. 20'-4" 26'-0" 3 0' Req d = 35� = 120,000 Architects - TO 42." ---------- \ TO 42.5 � � � BG42.0 33 "- - PROPOSED b 0 SDR 60 (0.35) = 42,000 N 4q°12'5gl E BG 2.0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ App'd 2008 Plan = 182% �`• � - - - - - - - o - �� , 120,000 (18.2) = 21,840 z y GB At + GRAVEL/LANDSCAPE DRAINAGE 26 reston avenue o X � y ' �� Proposed Landscape Goveroge sea cliff, ny 11579 � � (a) 10 � x Ib DEEP RINGS TOF ,� ,' ► O i�R4PQ51<D (oil � , , � � - � PROPOSED � � TO ' = 15,110/120,000 = 12.b90 � \ EL.+4 GB ` ` ' \r , +41.� i (516) 671 - 3624 4- R R GONG. DRIVE ,G d ► G EN -► 5 P, O `� ; 1 _ - 'T F yp) Nr i A ASPHALT DRAINAGE fax(516) 759-7138 00 \ i /AISLE `1-' �'r' - - - -�'f- 70 (3) 10' 0 x 10' DEEP RINGS ------ ----------- -----�00 '-------------- -'--- -----------------I------------------ 6 -----ATG 4 - s1e 5DR O (T F° O R 200'-0" SDR 60 (TYP) BG 43.3 i t �` _ 13-130 i . L '--, R ► ROOF DRAINAGE ' Elf. , �__.' (I I) ID' x 5' DEEP RINGS ` y uy ; •� �_ ' ,'-`„443.4 +43.4. � � O �► BG 42.5 ' ► �, i R R i i -�` SEPTIC SYSTEM a�n » (4) 10' (P x B' DEEP RINGS TOF +42.5 ' _ _ - - - _ TO 45.0 ASPHALT EL. - - - - - - - - _ _ _ ' BG 42.5 1 G ► PROPOSED CONCRETE DRIVE DRAINAGE (2) 10' 0 x 5' DEEP RIN05 _ SURFACE +43.4 3 �` O ' o � I ♦ FLOW ARROWS 1 5 5 L E D ( 11 Zr-,RAVEL •p POLE MOUNTED FIXTURE 14' HT. 51NOLE / p i v / SURFACE FIXTURE ON 2'-b" GONG BASE O i til ' 42.1 EXIST. SPOT ELEVt,T10N. G� + EL.lq.65 ELEVATION. G �`• i � � , TG 42.5 TOP OF CURB ELEVATION "•`' � ' / � FENCE W/HOPAQUE VINYL CHAIN LINK BG42.0 BOTTOM OF CURB ELEVATION APPROVED BY 0 ;'1-`, Q PROPOSED I STORY E3ll LD I N� \ TOF EL. PRIVACY INSERT (TYP) o o FENCE OGGUFANGY GROUP F-I ' ' \ ` +41.� I PLANNING BOARD TOF EL-.` CONSTRUCTION GLA55 2b - 5PRINKLERED WATER 3 +42.0 / AREA v 52,000 s . f t. \ + ° TOWN OF SOUTHOLD I \ TO 45.0 I CB O PROP05ED 3 / � ` DATE BG 42.5 ' CATCH BA51N 43 0 ►\p BG 42.5 1' �!u) T`C 43.4, 1 \ � a tG42.5 ` T.O. FIRST FLOOR 1 \ + rn -\ --Y-- --I�------ - EL. +43.5 1 \ I DRAINAGE GALGllLATION5 WATEK TAP I \ TOTAL PROPERTY = L20,000 s,,/f t LOCA ION TO ' r ' BE VE IFIED / ; � \ � / \ GRAVEL AREA = 53,520 Bq/ft I - \ ROOF AREA = 34,205 5c[/ft 45'-O"\R.Y. ASPHALT SIDEWALK AREA = 11,205 sq,/ft o `, 6 \\ LANDSCAPE AREA = 15,110 5( /ft (excluding new cont. drive) � \ \ \ PROP05ED NEW GONG. DRIVE = 5,4100 sq/ft < (( TOF L. \PI G rn +42.0 _ \ \ R \ CALCULATIONS BASED ON 2" RAINFALL LU TO 43.0 w GRAVEL = 53,520 sg/f t x 0.16 x 0.410 = 8,044 cu/ft REQUIRED BG 42.5 I R ROOF = 34,205 sR/ft x 0.167 x I = 5,"111 Gu/ft REQUIRED 1 28'+011 TO 4 2 I ASPH/SIDEWALK = 11,2,05 sq/ft x 0.161 x O.QG = I,b84 cu/ft REWIRED ' o ; BG b I LANDSCAPING = 15,110 sq/ft x 0.161 x 0.30 + "160 cu/ft REQUIRED lilt PROPOSED GONG. DRIVE = 5 4100 s /ft x 0.167 x 0.415 = 4136 O y N � TO 3.4 � i �200'-O •� EL. � I � `�, I 65'-5" F.Y. x z43.` EL. ♦ ♦ I EL+43.4 ♦ .'► +43.4 I (I) 10' W x I' RING = 634 cu/ft I ' +43.4 ASPHALT O O ; -1 (oil _1 �'` ' I - SURFACE ~ o >• �r R ��---6"-m--_-a' R �--_-_I------a R _ --____---_a R ---____-�_---I R ' ---------------� I GRAVEL = 8,044/63.4 = III lin./ft USE (5) 10' (P x 16' DEEP POOLS - :25 LIN. FT. � / �" �`� ; SDR b0 (TYP) `� ; I `� : '. % �� % - - - I , ROOF = 5,111/68.4 = 54 lin./ft USE (11) 10' (P x 8' DEEP POOLS = b8 lin./ft ASPHALT/51DEWALK = 1,684/68.4 = 25 lin./ft USE (3) 10' W 10' DEEP POOLS = 30 lin./ft o G 0 1 \ _I \ I I I LANDSCAPE = 760 / 68.4 = II lin./ft USE (1) 10' 4) 16 DEEP POOLS = I6 lin./ft ' I ` FUTURE TRUCK WASH PAD TO 421 Q z `-"' MIN ��P) 1I \\ W/ OIL-WATER SEPARATOR \ 11 PROP05ED NEW GONG. DRIVE = 4136/68.4 = 14' U5E (2) 10' 0 x 5' DEEP POOLS = 16 LIN. FT s O SYSTEM 1 / o BG 422 1 s I o � � � o � -O H H CHAIN LI K / ► \ � �• , GRAVEL � I FENCE / OPAQUE INYL (( �`1 SURFACE A \\ 3 TO 43.0 i OCT 3 0 2014 PRIVA Y INSERT (T P) e / .�.I,Q ♦ �� \� 5ANITA \ - - _ \ I \ / I � BG 42.5 C-�ENER�4L NOTES Southold Tow n SY5TE \ _ - \o I i Planning Board o Ai \\ 1 1 /�\\ FL i L I All requirements specified in the code shall be adhered to as if they were called for or, slhown on the drawings. This shall not be construed to mean that any requirements set 0 Q I \ 1 1 feorth on the drawings may be, modified because they are more stringent than the code o a o TOF EL +412 1 PROP05ED b" HIGH requirements or because they are not specifically required by code. ZI q.2q.2014 Revised I Truck scale TOF EL +40.5 (TYP UON) _ _ _ - i \ 1 GONGR TE CURB Location, Relocate parking, Revise curb __- g } (TYPIC L) O:ontroctor shall obtain all necessary permits and arrange for all insloections as required and tree location rear of property, ! ' ` r ` ' ' ' ` ` \ I i bo appropriate, buildin de departments, health departments, etc. Certificates of Occupancy, add cont. drive aisle drywells TO 42. ` ' 6O -----`n ---, . , , . , i . , / \ y9 p P BC 41.8 - b ( b i 6 b W b ' o ; r , ! ► ____ , ► _ , ► ___ ► 1 uenderwriter's certificates and updated final surveys shall be obtained by contractor and OR b0 , DR 60 , OR b0 , DR 60 , DR 60 �� ; \ I R E V 15 I O N 5 in dlelivered to Owner prior, to final payment. TRA IG FLOW (typ) _ - - m i I �� - - - 1 All work within the R.O.W. shall be in accordance with the standard details and ,� TO 42.5 � THESE PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE /Qi "'� \ �� BG 4.2.0- sppecifications of the Suffolk County Department of Public Works or, NY5 Department OF PROPERTY OF THE ARGHITEGT.INFRINGEMENTS WILL BE Tironsportotion Contractor shall secure reopired permits. PRO5EUITED. Q s.� EMPLOYEE _� �� PARKING Any and all questions concerning detailing and construction should be brought to the CONTRACTOR SHALL VERIFY ALL FIELD CONDITION5 AND ' TO 42.3 'P / �2 _ . aattention of the Owners Representative. DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT i BG 41.8 ��j / / O �.` I AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE \ C� \ O � T EL. G:ontroctor shall not scale the drawings; any discrepancies shall be reported in writing to ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR �, < / i �`` +40. , NEGLECT ON HIS PART. Q Q Q0) TO 41.q OXY / tlhe architect for clarification. ms's Q 1\ BC 41.4 �.ybJ _ / - - - - - �`--'� Actual conditions conflicting with proposed shall be brought to the Owner's r I FUTURE TRU ALE -2 I _ _ _ I Representative's attention. N - - - - 13 Peconic (10'-0" X -75'-0") I I General contractor shall coordinate the construction schedule with the owner prior to the ® I - - - - - - - - - - -- - - - - - TO 41.6 \ TG 42.0 s;tartofwork. m a ♦ T�41b� J BG 41.1 \ BG 41.5 RecyclingQ . BG 41.1 1 1411 existing Conditions outside the property line shall remain undisturbed unless noted hierein. GATE NUMBER 2 (50'-0" WIDE SLIDING QQ \ a- All utilities outside areas where grading or paving is taking place shall be left 560 Commerce Drive ,P 0 Q GATE) Q \ 1 O. undisturbed. , I ry moo, aQ o O o o _ _ - _ 1 _ _ m Location of existing utilities and sanitary and drainage facilities shall be verified by Cutchogue, NY - - - - - -G - - - - - - contractor prior to installation of new work. The contractor shall verify by test hole prior TO 41."1 32024' t;o start of work, the location, invert elevation and size of all existing facilities, services 5 4q°L2 Q BG 41.2 Q and stubs to be connected to. REVISION �` ,I�I®� T® ��l� (( V I Q � �// /J All disturbed conditions noted to remain shall be repaired by the contractor to original Q Q condition at his expense. SITE PLA Contractor shall stake out all work For opprova; prior to installation. I`4 6'-O" HIGH CHAIN LINK FENCE H/ OPAQUE VINYL /All work must be done by mechanics or workmen skilled in their perspective trades 4 must ,� PRIVACY INSERT (TYP) o I=e done in a workmanlike manner. II/26/2013 ,k9 GORPO �aATE P, O �ti NOTE Tfhroughout the construction process the contractor shall maintain and keep all water From S P 1 This revised site plan is for the purpose of illustrating approved changes to Koonding, accumulating or draining into the building. All grrading shall be away From the DATE the original Approved Site Plan with approved stamp dated 8/18/08. All I=uilding and terraces and towards drywells or, drains as in a manner towards natural approved changes are so noted on this revised plan. The Approved Site edroinage flow. A5 NOTED 5 I TE PL Plan with approval stamp dated 5/18/05 remains in effect for all other I OF details that are not specifically noted as a change on this revised plan. All Tfhe disturbed areas around the proposed work shall be graded smooth, with a minimum of s c A L E L-I I7 = 2 -07 approved changes are noted as proposed or, new (Excluding Bldg.) ,236 pitch away form walls and sodded. Grades and pitches shall not exceed 3:I. DRAWN BY AS CHECKED BY DD k DAALANDSGAPINO SCHEDULE PROP05ED LAND50APINS D i G i ova n n i & 5YM QTY COMMON NAME BOTANICAL NAME HEIGHT 5PACINO \ ,z BT 6 BEECH TREE FAG-U5 ORANDIFOLIA ?' TO q' AS SHOWN Associates \ 9 OT 4 OAK TREE QUERCUS ROBUR l' TO q' AS 5HOPNIN 2o'-a" BW 4 BA55 WOOD TILIA AMERICANA l' TO q' AS SHOWN Architects \ / MT 4 MAPLE TREE AGER D15TICHUM 'T TO q' A5 5HOYVN N 4q°I2'5q' E - 55 LT 3 LINDEN TREE TILIA "I' TO q' A5 5HONN - - - - - - - - - - - - - - - - - - AB 176 EMERALD ARBORVITAE AHUJA OCCIDENTALI5 "EMERLAND" 4' TO 6' 4'-0" (( » / GB I AZ 40 RED AZALEA AZALEA HERSHEY RED 4" TO 30" 2'-6" 26 preston avenue \ 15 FA A5 REQ FLOWERING ANNUALS N/A 6 TO 8' 6" sea cliff, ny 11579 GH 26 COLUMNAR HORNBEAM CARPINU5 BETULU5 ?' TO q' AS SHOWN (516) 671 - 3624 �_� R r R I G d EG II EASTERN RED CEDAR JUNIFERU5 VIR5INIANA 4' TO 6' A5 SHOWN < < ' ` —� ' C fax(516) 759-7138 Y `�_-,� `�_-,' _ 4� — `._-�' — — — — — — — ��_.•� — — — `�__,' i O ST II EXI5TIN5 STREET TREE TO BE REMOVED 5EE PLAN I ALL PLANTIN55 SHALL BE SURROUNDED BY MULCH " 200'-0" 13-130 7 I H�TEC � •1 I "I I R ; ; R , LANDSGAPINO KEY �w ` 0 I \ OAK TREE BA55 TREE _ L _ I • \ / I 1 5 5JU E D I � ° I ' MAPLE TREE LINDEN TREE I I I 9 ' \ I y I I 0i I i PROPOSED STORY BUILDING OGCUFANGY GROUP F-1 \\ ;' `� I BEECH TREE ® ARBORVITAE GONSTRUGTION GLASS 2b - 5PRINKLERED , \ • ;' AREA = 321000 Sc[. f t. \ \ i \ ;9 EASTERN' / \ \ \ O EASTERN RED CEDAR0 RED AZALEA 0 rn I T.O. FIRST FLOOR 1 \ --- --- ---- r-----`------ - EL. +43.5 \ WATEP, TAP - y Lor,Af ION TO w I 1 BE VE IFIED 9 -i` \ \ 45'-0"\R.Y. A `5 rn If I -254-0 I 200'-O" ' F.Y. ,�1`� EL. I EL+43.4\ +43.4 /" II 1 ' +43.4 ' " i �\ / i " ;---- ------- R ;-----�----- R ;-�----------- R ------------- R ;---------------� 1 O ' I I O ' I I ° I 0 ILL LL 0 \ // 1\ 0 o // \\ I 1 4 otion LoRelocote park ng, Revise curb I • i � � _ _ ' I I and tree location rear of property, I I add c-pnc. drive aisle 4 d wells 1 R E V 15 1 0 N 5 1 • --- - ---- �• ---- ---- • ---- ---- • , --- - �/ • ---- • I `•_-,i `._-,'� �`_-.' ``_-•:� I / \ I THESE PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENT5 WILL BE EMPLOYEE PROSECUTED. PARKING CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND CfUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE / \ \ ` ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR ms's , o 0000 / \ \ • i i NEGLECT ON HIS PART. \ / — — — — — — ' l _ _ I I Peconic m 0Q � � ' \ APPROVED BY Recycling I 00 \ 1 PLANNING BOARD o 0 o TOWN of SOUTHOLD 560 Commerce Drive o (50 - _ ° ° ° ° ° m DCutcho ue, NY - - - - - - -G - - - - - - - - - - - - ATE g 5 4q0l2 �� - - - - 11- (( 11 ) 0 0 (( 11 32024' REV 1 S I ON TO APP V v � O as ,' L LANOSGAPE PLAN 9 , ', G O R P O CA T E R O ? ;� ° tk2� ' n II/26L2013 USP =2 EC DATE i v On Z.®2614 NOTE G A P E PLAN ' I A5 NOTED I L A N D 5 (I I) Existing street trees are dead, 0- ' 5 G A L E OF dying or, damaged 4 to be removed. ,MI L-I 1" = 20'-0" All landscaping shown is new DRAMBY A5 GHEUGED BY 00 .I nnnnnonnno n (( CONIC ' I uull lllo ulu I uuuium RECYCLING A IJ n � 8 6 0 C 0 M M E R C E D R I V E C U T C H 0 G U E N Y 5 \1 Y b E SITE A gg� I l NOT TO SCALE �A S II ! C T M0 0 0 9 5 2 5 PHYSICAL LOCATION: COMMERCE DRIVE P A N P A K A E OWCONERFACDRESND RANSFER' n aI"` G TG O6UE, NY 11995 LI 800 WIGKHAM AVENUE ; MATTITUGK, NY 11952 CONTACT PERSON ANTHONY PMELLOIll „ (651) 298-5886 I' il� hlil ZONE LIo TAX MAP A -- INFORMATION ' ST14Tm ®r- NuLU Y®R< ®rmPARTP'IrmNT Op 4GPirULTURF_ 14ND 1 114RKrmTS i GMNER14L NOTES, I. NO 501L SHALL BE REMOVED FROM PROJECT SITE. " 2. A GRAVEL COVERED AREA SHALL BE SET ASIDE AT EDGE OF SITE TO POWER WASH 1 I. GENERAL GONTRAGTOR SHALL SECURE ALL SUBCONTRACTOR'S PERMITS FROM ALL APPLICABLE AGENCIES HAVING MACHINERY BEFORE EXITING SITE. JURISDICTION AND UPON COMPLETION OF ALL WORK. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS FROM 3. VEHICLES AND CONSTRUCTION EQUIPMENT ARE LIABLE TO BE QUARANTINED IF THE SOIL GOVERNMENT AND LOCAL AGENCIES INVOL ED PRIOR TO FINAL PAYMENT. 15 NOT GOMPLETELT' REMOVED. 2. GENERAL CONTRACTOR SHALL RETAIN ONLY LICENSED CONTRACTORS FOR PLUMBING, ELECTRIIGAL AND ANY OTHER REVISION DESCRIPTION DATE TRADE THAT REQUIRES LICENSING. 5. GENERAL CONTRACTOR AND/OR HIS 51.1BOONTRAGTOR5 HAVING JURISDICTION SHALL CALL FOR ALL INSPECTIONS I REVISED IJ6HTTNC/I-ANP5&APE/PARKINC o7/II/,w GG OF HIS/HER WORK AND OBTAIN WRITTEN SIGN-OFFS AS REQUIRED, 2 REV PER TONN GGMMENTs 01 4. ANY CHANGES TO APPROVED PLANS MADE BY THE CONTRACTOR SHALL BE HIS/HER RESPON5I5I1-17I' AND ANY WORK 3 REV PER TONN GGIMMENTS _ _____ II/50/oy j .' ARISING FROM SAID CHANGES SHALL BE THE SOLE RESPONSIBILITY OF THE GONTRAGTOR. THE CONTRACTOR SHALL R ; F REIMBURSE THE ARCHITECT OF RECORD FOR SAME, REVISED PFR TONN GOMMEhITs /2g/0L,1-®. N®TSS 5 REVISED PER TONN COMMENTS 1 5. FIELD CONDITIONS: CONTRACTOR SHALL VERIFY ALL CONDITIONS AS WELL AS ALL DIMENSIONS AND CONDITIONS 6 _ IZ/I'io7 INDICATED ON THE APPROVED PLANS. 1. THE PLAN SHALL INCLUDE THE PRECISE LOCATION OF ALL BUILDINGS, STRUCTURES, EMPLOYEE AND TRUCK PARKING, LOADING, REVISED PER TONN COMMENTS UNLOADING, AND TRAFFIC AREAS, INTERNAL GIRGULATION, CONTAINER STORAGE AREAS, STORAGE FOR RECYCLING„ AND ANY OTHER 6. PRIOR TO BEGINNING WORK. ANY VARIATIONS FROM CONDITIONS INDICATED ON THE PLANS SHALL BE BROUGHT TO INFORMATION DEEMED PERTINENT TO AN ADEQUATE REVIEW OF THE PROPOSAL. 'S -- THE ATTENTION OF THE ARCHITECT AND OWNERREPRESENTATIVE PRIOR TO WORK COMMENCEMENT. _-_ 1 2. A MINIMUM LOT AREA OF 120,000 S.F. AND THE RIGHT TO REQUIRE A GREATER LOT AREA, SUCH REQUIREMENT SHALL BE BASED ON COORDINATION OF WORK: THE CHARACTER AND SCOPE OF WORK ARE ILLUSTRATED BY THE WORKING DRAWINGS. THE SCALE OF OPERATION AS MEASURED BY THE SIZE OF THE BUILDINGS PROPOSED FOR THE SITE, THE VOLUME OF SOLID WASTE ----- I CONTRACTOR SHALL CAREFULLY EXAMINE ALL PLANS AND SHALL BE RESPONSIBLE FOR THE INSTALLATION OF HIS/HER HANDELED ON A DAILY BASIS, AND THE REQUIREMENTS FOR VEHICLE PARKING AND MOVEMENT OR A FINDING THAT THE OPERATION CAN ; WORK AND PROPER COORDINATION WITH ALL SUB-CONTRACTORS. NOT BE ADEQUATELY 5GREENED FROM ADJOINING PROPERTY. T. INSURANCE: PRIOR TO WORK GOMMENGEMENT, CONTRACTOR SHALL DELIVER, TO OWNER, CERTIFICATES OF IN5URANGE 3. A MINIMUM DISTANCE OF 400 FEET FROM A PROPERTY ZONED FOR RESIDENTIAL USE MEASURED FROM THE TWO CLOSEST POINTS OF FOR BOTH COMPREHENSIVE GENERAL LIABILITY AND WORKMAN'S COMPENSATION SPECIFYING LIMITS AS REQUIRED THE PARCEL BOUNDARY OR LOGATED WITHIN 600 FEET OF AN EXISTING RESIDENTIAL STRUCTURE MEASURED FROM THE CLOSEST POINT BY THE LOCAL GOVERNING MUNICIPALITIES. OF THE RESIDENTIAL STRUCTURE TO THE PARCEL BOUNDARY MICHAEL gIYpT ,p �,t� T� rTn rj�T I 8. LIEN WAIVERS AND SWORN AFFIDAVITS: CONTRACTOR SHALL FURNISH TO THE OWNER, WITHIN 30 DAYS AFTER 4. SUBMISSION OF A ROUTE PLAN TO INDICATE THAT TRAFFIC GENERATED BY THE FACILITY WILL HAVE A MINIMAL IMPACT ON 1Vll Ci 1R1E1GHlIdSiTEREdD�ARCHIT(JE1C�T/1 V COMPLETION OF WORK, FINAL WAIVERS OF LIEN FOR ALL WORK PERFORMED AND FROM ALL 5U5GONTRACTOR5 AND RESIDENTIAL STREETS. - AND MAJOR SUPPLIERS. • I 5. PROVISION OF ADEQUATE LANES FOR VEHICLES ENTERING THE FACILITY. 1981 UNION BOULEVARD BAY SHORE, NY 1170(' 9. QUALITY STANDARDS: ALL PROPOSED WORK SHALL BE PERFORMED IN A FIRST GLASS, WORKMANLIKE MANNER AND (631� 665-9619 FAX 969-0115 _ 11 SHALL BE IN GOOD AND USEABLE CONDITION AT THE DATE OF COMPLETION THEREOF. CONTRACTOR SHALL GUARANTEE 6. ALL 5ORTING, BAILING, PRO5ES51NG, GRU5HING, AND SIMILAR INTENSIVE ACTIVITY ASSOCIATED WITH THE FACILITY, INCLUDING ALL WORK PERFORMED TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR ONE (1) 5TORA6E OF ALL CONTAINERS GONTAINING RECYCLABLE AND WA57E MATERIAL, SHALL BE CONTAINED INSIDE A COMPLETELY YEAR FROM DATE OF COMPLETION OF ALL PUNCH L15T ITEMS AND ACCEPTANCE HAS BEEN CONFIRMED, IN WRITING, ENCLOSED BUILDING WITH AN IMPERVIOUS FLOOR SURFACE. FROM THE OWNER'S REPRE5ENTATIVE, CONTRACTOR 5HALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR, WITHOUT ANY ADDITIONAL CHARGES, FOR ANY AND ALL WORK DONE WHICH MAY BECOME DEFECTIVE WITHIN THE SAID -7, OUTDOOR L15E OF THE PROPERTY SHALL BE RESTRICTED TO THE PARKING AND MANEUVERING OF VEHICLES, THE WASHING OF ONE (1) YEAR PERIOD. THE CORRECTION OF SUCH DEFECTS SHALL INCLUDE, WITHOUT ADDITIONAL CHARGE, ALL VEHICLES, 5GALES NECESSARY FOR THE OPERATION OF THE TRANSFER STATION, AND THE STORAGE OF EMPTY CONTAINERS. EXPENSES AND DAMAGES IN CONNECTION OF SAID REMOVAL, REPLACEMENT OR REPAIR WITH ANY PART OF THE WORK ��JJJ v'V' ��♦Zht4/57♦/YN 4 /5�\ ��NJJ-GO) WORK WHICH MAY BE DAMAGED OR DISTURBED. ALL WARRANTIES AND/OR GUARANTEES APPLICABLE TO THE MATERIALS 8. THE STORAGE OF SAID EMPTY CONTAINERS SHALL BE RESTRICTED TO LOCATIONS SPECIFICALLY IDENTIFIED ON THE 51TE PLAN. TH15 PERMIT ACQUISITION AND EXPEDITERS OR THE WORKMANSHIP ON OR WITHIN RESPECT TO THE OWNER'S WORK SHALL BE CONTAINED IN THE CONTRACT OR v EQUIPMENT SHALL BE LOCATED AND SCREENED IN SUCH A MANNER 50 AS NOT TO BE VISIBLE FROM THE STREET OR ADJOINING __ OF THE ONNIE WHICH SHALL BE 50 WRITTEN THAT SUCH GUARANTEE AND/OR WARRANTEE SHALL INSURE TO THE BENEFIT PROPERTIES. 1961 UNION BLVD $AYSHORE, NY 11706 --- 10. 1706 y OF THE OWNER. 9, ON-STREET PARKING OF VEHICLES, CONTAINERS, OR ANY OTHER EQUIPMENT OR MATERIALS IN ANY WAY CONNECTED WITH THE (631) 665-9619 FAX 969-0115 i 10. THE INSTALLATION OF ALL SITE AND HIGHWAY IMPROVEMENTS INCLUDING EXCAVATION, BACKFILL AND COMP ACTION PROHIBITED.OF THE TRENCHES FOR SANITARY 5EWER5 AND UTILITIES SHALL BE SUPERVISED BY THE APPLICANTS PROFE55IONAL FACILITY SHALL BE 'ENVIRONMNETAL COMPLIANCE `PETROLEUM SPECIALISTS I ENGINEER (LICENSED BY THE STATE D NEW YORK, HE T LICENSED LAND SURVEYOR WITH A T E IM CERROV MEN TE) WHO 10. WHERE FEAEABLE, TRUCK LOADING AND UNLOADING AREAS SHALL NOT FACE THE STREET. 'COMMERCIAL SITE PLANNING 'PERMIT EXPEDITING I SHALL SUBMIT A SIGNED AND SEALED LETTER TO THE TOWN OF RIVERHEAD STATING THAT THE IMPROVEMENTS HAVE BEEN MADE IN ACCORDANCE WITH THE 517E PLAN AND INSTALLED TO THE APPLICABLE NEW YORK STATE, SUFFOLK I. ALL TOXIC AND HAZARDOUS MATERIALS SHALL BE PROHIBITED. GOUNTY OR TOWN OF RIVERHEAD SPECIFICATIONS. THE CERTIFICATION SHALL AL50 APPLY TO THE PROPOSED ROAD OPENINGS ON EXISTING STREETS. SAID WORK ON EXISTING STREETS SHALL INCLUDE TRAFFIC MAINTENANCE AND THE 12. THE MAXIMUM HEIGHT OF THE FACILITY SHALL NOT EXCEED 55 FEET �e PLACEMENT OF TEMPORARY AND FINAL PAVEMENT, PECONIC RECYCLING AND 7 RAN5FF r 13. A MINIMUM 20 FEET LANDSCAPED BUFFERS, INCLUDING STREET TREES, SHALL BE PLANTED AND MAINTAINED ALONG ALL F II. ALL EXISTING LEACHING POOLS/DRYWELLS, THAT ARE TO BE MAINTAINED, SHALL BE GLEANED AND INSPECTED. STREET FROO NTAA GES. LANDSS CAPED BUFFERS SHALL BE ENTIRELY LOCATED WITHIN THE SUBJECT PARCEL BOUNDARIES. 560 COMMERCE DRIVE 12, DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF CUTCHOGUE, NY 11035 Y IN ACCORDANCE WITH ALL LOCAL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES. 14. A SIX-FOOT HIGH FENCE SHALL BE INSTALLED AND MAINTAINED BEHIND SAID LANDSCAPED BUFFERS. FENCE COLOR AND MATERIALS SHALL BE APPROVED BY THE PLANNING BOARD. 15. ANY BROKEN OR HAZARDOUS SIDEWALK OR DRIVEWAY APRONS OR CURB ADJACENT To THE SUBJECT SITE SHALL BE PROJECT DESCRIPTION: SHEET DESCRIPTION: 6 REPLACED IN ACCORDANCE WITH CURRENT STANDARDS. 15. HOURS OF OPERATION SHALL BE DEMONSTRATED BY THE APPLICANT TO BE LIMITED TO MINIMIZE IMPAGT ON SURIROUNDING NEWFACILITY COVER SHEET I 14, NO SPEED BUMPS ARE PERMITTED ON SITE. PROPERTIES. TRE CHC:w-.I:, -G.:lYLSUATJ PTO SOM HOLD TOWN CODE SECIWN 15. ALL DRYWEL1_5 AND GATGHBA511,15 SHALL BE PRECAST, WITH PRECAST OPENING5 FOR DRAINAGE PIPE(S) AND SHALL I00-25v(0AC.". X GESTHATTIMCONDMONSOFTHESITEPLAN 3F,'1'jQRT11 M THE RLSOLUnON OP APPROVALDATED LINAUTHORRED ALTEFATION OR CONFORM TO SUFFOLK COUNTY STANDARDS. znu� UNAUTH TOTH1s TURAISA / AREACCFPMD (SEE TTJ)70N� L 014 VIOLATION OFSECTION 72090F 16. ALL PARKING AND PAVED AREAS SHALL BE REGULATED WITH POURED CONCRETE CURBING IN AREAS WHERE GARS � IJtU� THE NM LAW.GOYOHKSTAISPL&NN0T PLEASE PRINT LAW.COPIES OF THIS PLAN NOT / ARE PARKED PERPENDICULAR TO PROPERTY LINES € BUILDINGS. THE CURB SHALL BE PLACED A MIN OF V OFF THE --- - SEARING THE PROFEss1oNAL '�,-�t?,FCEI, ENGINEERS INKED SEAL SHALL NOT •I PROPERTY LINE AND/OR BUILDING. CURB SHALL BE PLAGED IN ALL PAVED AREAS TO PROTECT PEDESTRIAN TRAFFIC. // O bNt 'G,V+ �Oti BEA VAUDTRUECOPY. f` AVPHO EO afONAILRE tIT1E -FATE TAX MAP# IT. ALL SITE PLANS MUST COMPLY WITH ALL PROVISIONS OF THE CODE OF THE TOWN OF OYSTER BAY, BUILDING ZONE * na 1 VAP# -2-5 ORDINANCE OF THE TOWN OF OYSTER BAY. pP%tOVED BY - 7f - " TOWN Of SOUTHOLD PLANNING BOARD SCALE: 18, ALL SIDEWALKS AND STREET CURBS, ETC. ARE EXISTING EXCEPT WHERE OTHERWISE NOTED. ��j AS NOTED DWG.#:�19. COUNTY PERMIT 15 REQUIRED TO CONSTRUCT CURBS/SIDEWALK. BRED s1aNATVRE TIEUR y HO, 1)e�1Tf,l ASSOCIATE 05020' 20. REPLACE ALL NON-APPROVED CURB GUTS WITH STANDARD COUNTY CURB, TYPE "G"; REPAIR ALL DEPRESSED, CRACKED NOTE:The approved site denlopmentphD shall bevelldflm OF NEN DRAWN BY: I CH KD BY OR MISSING SIDEWALK AND GURS5. aperiod ofthPee(3)years ftrathedsteofepprmdmpN HAA C;WG " code Section 100-255. DATE: SHEET - 00/20/0"1 1 (_ DWG.#: C 1 OF l STOZi AGE FOR APPROXIMATELY V WMPSTERS PROPOSED S' 111611 CHAIN PROPOSED M(SPECIAL ROLE AREA MOST TO PTY LINK PENCE wl OPAOLE 8' CHAIN LINK DUM FETE RSHOWN FOR APPROVAL OUPOOR VINYL PRIVACY FLATS (TyP ) b FENCE W/ �y — 352.09' OPAQUE VINYL ' ,I itT, , fcbtl ..+ `.rI in+ Cr, ,., :) 'I f�1'-^ I:'. i), , i;'Ir; :..N 1 ;" k,r, l'.'r;i•./1 (ir. ul, ,.v?' , its } ..1c.`ra L .I, .r,'1.7 r n. 1 (, ;: r�l !. .1i v:I, ., ' �� -'iii r BOARD OF APPEALS SITE DATA PRIVACY Stirs � 1 �..T- �ti.l ) ."M14 7 ' rEia i � c.�) .�`J (TYPICAL) -' •( ;; I I -- !.: 2d-d' 0 L O ZONE v ) _ I I I m PROPOSED USE OF STPLI IDES `� - - I II II II II II II II II II II II II II II II I 1 TRAN5FER4REGYGLNG FACILITY 1 I EM LOYEE TRUE LOT AREA 61 \. I I PAIRKI [� _ 120000 50 FT U LI�jJrAINERI Si I AREl I I I II a � PROPOSED COVERAbE s L_J L_J L_J L_J L_J L_J L_J L_J L_J L_J L_J L_J L_J L_J L_J J u I, I , - ^,v s1L p PROPOSED 6" m ,,, I - I, I PROPOSED BUILDING 34,2000 SO FT = 265% FUTURE CURB CI1T PL CLRp 'J p PROPOSED GRAVEL AREA. 55,519.60 SQ FT = 446% FCR FNTNRE AGLE�� > r="',i 1 cGMM R21VE FIRE LANE j;,yy I PROPOSED ASPHALT/SIDEWALK. 10,474.51 SQ FT = B1% TO AD.V7ININB LOF �l TRUCK N M ✓ PROPOSED LANDSCAPING. 21,805.89 SQ FT = 182% CALIARDS PROPOSED SETSAOKS 1 Ih,. • I'ICRdGKRETE I"I O6' O�') H ---------II !�I1 L,JL • • FRONTS YARD O PRS RE, 6„ I _ FRONT YARD (2)l REQUIRED 1631- Ol — — PROPOS vl r =1 I' O'• 64 = SIDE ROCK, & 5011 H I I REAR. 13'- O" 45'- O" PITCH \y,' �j \\ 5UILDINS HEIGHT FLOOR FUNRE TRI.GK �/�� u� G & D DEBRIS TIPPING I I WASH PAP w/ i(l \ a I O p \ I STORY, RELYCLABLC-5 I AND SORTING AREA I I G & D DEbRIG OIL/WATER SEPARATOR STORABE AREA # 2 SYSTEM v> \ W \ Bul�DIN� DIMENSIONS p/ 38'-d" X 2d-(/') I I I __ • //\\� Illla71' \ IO,140 9 x Ibo.O' 4 —0 X bd-O") UNLOADING AREA ` "P p 200.0 ( -- 4 , L, X Al _ TREET PARKING DESIbN NOT TO SCALE E PER 100 SQUARE FEET OF OFFICE - - Q FT/ 100 12 SPADES l _ I II I SPACE PER 1000 SQUARE FEET OF WAREHOUSE/STORAGE ------ 1 I _ NEW S' HIGH(x 5d LONG _ ( ) 15,525 50.FT 5Q.FT/ 1000 = 16 5PAOE5(EQUIPMENT/LOADING ZONES REMOVED) I'II� N_AG VINYL BATE ..-r-- II I ,c- "r I , ' TOTAL OF 25 SPACES REQUIRED / 28 PROVIDED L---------J L— —————— r. _- _ ZONING DAtl4 Al OF AND APED LAND5 WITHIN PARKINS L PERIF .+SPILL RESPONSE �� ,yyy;� _� NONE O & D D5TOR RE DUAL I ------- qqUU--- L WASTE STORAGE AREA I STORA EEAREA (4a'-d' x sa'-o" PHYSICAL LOCATION: COMMERCE DRIVE v� � BULK SCHEDULE OF ZONE curcHoouE, Nr n935 ' BUI.I� NCs I TjII II�III IIID II OWNER ADDRESS USE BRC,P "F" ti.'I I MINIMUM REQUIRED PROPOSED MSW AND G & D D "' LOT SIZE (SQ. FT) 120,000 Sa. FT. 120,000 5Q FT. PE-CONIC RECYCLING AND TRANSFER (`, I BOO WICKHAM AVENUE I MILPINB AREA I DEBRIS LOADING AREA ')", MATTITUCK, NY II952 -II 32,000 5Q F7 (:);,_, 2d-d' 26, e, 3d-d' 2d-d' LOT WIDTH (FT.) 20000' 356.00' PROP FFE 515' I (54'-d' X 65'-O") PITCH NEW S'-O° HIGN 6U�GK VINYL FENCINB ;)rlANDSCAPIN LOT DEPTH (FT.) 30000' 952.00' CONTACT PERSON I I FLOOR ANTHONY DIVELLO g') FRONT YARD (FT) CO/VARIABLE FRONT YARD (1) 16500' (631) 298-808H I (d ) FRONT YARD (2) 6bDe' +FELLY IMPERVIOUS I ,__ 51ff"M (jQ"� SIDE YARD (FT,) 9000' 5000' ZION - - MSW RESIDUAL i FLOOR SURFACE I nll' REAR YARD (FT,) 1500' 45.00' LID WASTE STORAGE AREA I Plv�_v L------------- 1 I UNAIJRIORIZED AND HAZAR9Gl1S r-- 'I'y>� MAX. ALLOWED PROPOSED I I WASTE STORAGE AREA • `djsY I LOT COVERAGE (PERCENT) 20% 2B 5% TAX MAP INFORMATION r --I I---------- • ;`Jh BUILDING HEIGHT (FT.) 35.0' 35.0' SGTM: 1000 - 95 - 2 - 5 (a,-0„ x Iz,'„) rn _F I H E I I p l'1 ”" NUMBER OF STORIES 2 ., --------------� IIt-1111 Rp�_IIL111 AIV1 PRO'asFD saKAVEL uRFAOE u� PITCH � `Y) (U,/ F off 6 60NO SIRROJND I I I si REGYGLA6LE5 I MSW TIPPING AND MSW DEBRIS �:, l RAMP IA REVISION DESCRIPTION DATE 11 r STORAGE AREA (/ SORTING AREA I I UNLOADING p GS , • ,. �1 GRADE REVISED UCHTIN6/LANDSLAPE/PARKING 07/11/06 I I 4C' X 6d-d') II AREA Z f- ." \ \ 2 REV PER TOWN LgNMENTS 09/I4/06 I. \ \�I (4d-0" x 60'-d') MAIN CUILDINB: �,oOo s4 Ff REV PER TOWN COMMENTS OFFICE %DB. 2,205 5 F \N\\ / /3o/d6 ""_L..LI Q REVISED PER TOWN COMMENTS 08/29/97 IN ACCORDANCE WITH NYSCC --------- 1 I I I q r,I SCALE 112 „_ 3 �BSLRFACE OLNL FORM Vl I IN ACCJ PANT NW & sIYN H H I I ILII IL,IJIJII --- v s � l 5 REVISED PER roNN COMMENTS Il/e9/d7 3d-d' I'I CARDBOARD I"I METALS I I ( `s i ) SIDE YARD 6' x la') (16' x Is') I I „ij SECTION THROUGH H.G. RAMP 6 REVISED PER TOWN LLMMENTS 2/13/0 O, J L------ ��/ • ADA ' RAMP U' I 'I , Irr LJNGH LOCKERS Lay. ;_ NOTES" 7 OFF G� M9 5F 267 SE 231 SF LAV OFFICE AREA nl �' !.;T�\ 1. ON-STREET PARKING OF VEHICLES, CONTAINERS, OR ANY OTHER ,,.�" ly a• EQUIPMENT OR MATERIALS IN ANY WAY CONNECTED WITH THE ,140SqFT FACILITY SHALL BE PROHIBITED, HPLC PR 5.aFFE ,%s 2. THE STORAGE- OF SAID CONTAINERS SHALL 1T RESTRICTED TO �, / L_j EOOATIONS SPECIFICALLY E LOC IDENTIFIED ON THE 51 TE PLAN. THIS 288 SF N �y CHI .SLI ) EQUIPMENT SHALL BE LOCATED AND SCREENED IN SUCH A MANNER F1JNIRE LCR% CUI > ��` � 'HI 11 50 AS NOT TO BE VISIBLE FROM THE STREET OR FROM ADJOINING p/� y-� K. 7� 7��7�T OR HULIIRE ACCE55 d Vg's" V 7 y' ``tiC 'J:<) 1�1 C.HALL dl. 11 til N1 N I 16'—d' Ib'—d' F 5 \. +.,, " PROPERTIES TO MJOININ6 LOT m PF"S \ Ar" y / r T� �Y 9 V / A') +('P; 5. OUTDOOR USE OF THE PROPERTY SHALL BE RESTRICTED TO THE REGISTERED ARCHITECT ALT suRFnaE v ,,7 ;,,, PROPOSEDISHCH s' ;, v /zc''� '"'' ) ® VEwa�H 5CA�ES He E55ARY F R 1 HE OPERATION Nor THE 1981 UNION BOULEVARD BAY SHORE, NY 11706 MBH CHAIN \ i j�r TRANSFER STATION, AND THE STORAGE OF EMPTY CONTAINERS. LINK FENCE (631) 665-9619 FAX 969-0115 w/ OPAQUE I �� 4 ALL 50RTING, BAILING, PROGE551N6, CRUSHING AND SIMILAR VINYL PRIVACY 1 A�,( N ¢SSSS TI a� / ,a�� 3 INTENSIVE- ACTIVITY A550CIATED WITH THE FACILITY, INCLUDING THE SLATS (TYP,) J L d SS NEW V HIBH x 5d LONE {I,I e STORAGE OF ALL CONTAINERS CONTAINING RECYCLABLE AND WASTE `r N 9-0 CLACK VINYL BATE ,U I ,� MATERIAL, SHALL BE CONTAINED INSIDE A COMPLETELY ENCLOSED 0 ` _PROPOSED 6" BUILDING WITH AN IMPERVIOUS FLOOR SURFACE. 7 ( 1'I PL PA No a �. I',3 I « 1•' I' T O NEW 8'-O" CLACK VINY4%1110 'G. (,URD 1(,, 5. MATERIAL TRANSPORTED OT AND FROM THE SITE SHOULD BE (�] LIP /1 `1/;f /•'� ��0�� /,'� ^G�� NII ^:� - i,F{ ddd �' COVERED WITH PLASTIC OR OTHER APPROPRIATE MATERIAL I�IiS.IZ b. UNLOADING, TIPPING, AND SORTING WILL BE CONDUOTEp IN THE 1 1 ,1 BUILDING LIMITING ODORS TO suRRauNDING USES PERMIT ACQUISITION AND EXPEDITERS I .s I --.<.... .. ' 4 it�L' . 4 .(. 19t `.,', r. l L.CI V , � .1 ; t ', " " . • ,I !I�' �i r '.r,:41i:,:1e'� /ri�,l° K.(e r �1,'�� - B ACTIVITIES wIEE BE coNDuc ED INDOORS AND conrAl PRIZED 1981 UNION BLVD BAYSHORE, NY 11706 V \ _ x(51.V1n JL U ,� , e ') r ,, ,1 41 SORTED MATERIAL AND WASTE WILL BE ON SITE ON A TEMPORARY (6`.31) 665-9619 FAX 969 0115 Z , - i 1'Ii;l' i �+ EASE BEFORE BEING SHIPPED TO DISPOSAL OR MARKET _ — PROPOSED 51eN B TRUCKS BEING UNLOADED AND THOSE WAITING To BE PRoce55Ep 'ENVIRONMNETAL COMPLIANCE 'PETROLEUM SPECIALISTS 1 _ T— I ' 1 / , _ TILL BE EXPECTED To TURN THEIR ENGINES OFF THEREBY REDucING 'COMMERCIAL SITE PLANNING 'PERMIT EXPEDITING _ \ THE IMPACTS OF EXHAUST ODORS AND No15E. ' r. i _ 9 THI5 FACILITY WILL OPERATE DURING NORMAL WORKING HOURS O V.'-99 WHICH WILL REDUCE NOISE AND ODOR IMPACTS TO SURROUNDING i i'I, PROPOSED GON�RETE 326.54' RESIDENCES AMEN INDIVIDUALS ARE AT HOME. GURU GUT \ /� o PROPOSED FIRE HYDRANT 10, AN INTERIOR MISTING SYSTEM ID PROPOSED THAT WILL HELP TO PGONI� R�L�V/�� It. I/_. /�NI� tp /,I� I� p 3d-d' SIDE YARD 46, 0`1 5d-d' PER 6Lr61O5UE FIRE DISTRLT CONTROL ODORS F\ l� L.� NG AND I\HI V I\ SETBACK ® \ 8�oB COMMERCE DRIVE I. SOLID WASTE CONTAINERS SHALL BE INSPECTED BEFORE BEING II4II ® � _ _ _ _ _ TIII CUTCHOGUE, NY 11935 EXISTINB CESTONE 12. THE TIPPING FLOOR SHALL BE *FULLY IMPERVIOUS + ML LY IMPERVIOUS FLOOR SLRFACE. SEALED CONCRETE FLOOR w/ CURBINB NO CRACKS OR FLOOR DRAIN5, FLOOR PITCHED AWAY FROM DOORS \ 15. NO LIQUID MATERIALS SHOULD BE STORED OUTDOORS; SHOULD PROJECT DESCRIPTION: SHEET DESCRIPTION: FEWARD=INTERIOR=-FLOOR--T-O=@E TO -ANR-MAINTAINED As____ \ ANY BE ENGOUNTEREED, THEY SHOULD BE 5EPARATED, RETAINED NETT FAGIL.ITY SITE FLAN NECESSARY \ INDOORS, AND BE REMOVED BY A LICENSED SCAVENGER AFTER I .+ SPILL RESPONSE EQUIPMENT SUCH AS SPEEDY DRY, ABSg2BANT \ TESTING AND IDENTIFICATION. PAPS, ANP- MATERIALS TO BE READILY AVAILACLE. \ 14. THE FACILITY SHOULD INSTITUTE AN ON-CALL CONTRACT WITH A AL50. SITE PERSONNEL TO BE TRAINED IN SPM RESPONSE,-ANDTYIE' \ LICENSED SCAVENGER, UNAUTHORIZED ALTERATION OR ADDITION TO ISP ISA NYSCEL SPILL HOTLINE NUMBER SHOULD BE POSTED AND PART OF \ VIOLATION OF SECTION 72090E THEN VORK STATE EDUCATION 711E TRA N NB ,(] DEAR NG THE ROF IESSIONAL� jORED A ENGINEERS INKED SEAL SHALL NOT DEA VALip TRUE COPY. PROPOSED .� I t I= N APPROVED BY. t *FLk `� TAXMAPn LEI e ' , �'� I00m-S5-2-5 LAN I s C A L E I " 20 PLANNING BOARD sc AS NOTED TOWN OF SOUTHOLD owG.n: ii ev //�^n oRA50 ( CIIATE 050201 DATE VM-V '97Fo� �� r TAA Gwr� DATE: SHEET OS/29/O'I DwG.2. OF 7 LANDSCAP INCo 6 C H EDULE PROP05ED LAN D50API N6 352.09' 5 40'47'30" E _ 5 a COMMON NAME BOTANICAL NAME HEIGHT 5PALIN6 _ Yr+ TY �— BT IF 6 BEECH TREE PAWS 6RANDOLIA 1'TO q' AS SHOKN a 0 OT 4 OAK TREE GUERGUS ROSUR 1'TO q' A5 5HOWM V N BIN 4 BASS WOOD TILIA AMERICANA 1'TO q' AS SHOWN m MT 4 MAPLE TREE AGER D15TICHUM T TO q' AS SHOWN b+ LT S LINDEN TREE TILIA 1'TO q' AS SHOWN IS AB ITT EMERALD ARBORVITAE THUJA OWM-NTAL15 "EMERALD" 4' TO 6' 4'-0" 51TE AZALEA HERSHEY RED 2 AZ 45 RED AZALEA AZ4"TO 30" 2'-6" - OR MAE FA AS REa FLOWERING ANNUALS WA 6" TO B" b" 7 T\�(D ALL PLANTIN65 SHALL BE 5URROUNDED BY MULCH LANDSCAP INCs KEY I -- 0 (� O O 1 OAK TREE Q BASS WOOD I � I C Y " 4p MAPLE TREE LINDEN TREE NOT TO SCALE 0 0 (D 1 � BEECH TREE ARBORVITAE PHYSICAL LOCATION: COMMERCE DRIVE CUTCHO6UE, NY 11935 PROPOSE® BLIILDINCs I RED AZALEA OWNER ADDRESS PECONIC RECYCLING AND TRANSFER YilCrl4AM AVENUE MATTITUCK, NY 11552 ® LANDSCAPE NOTES G�HONY DIVIELPLo RSON I. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXI5TENLE OF AL UTILITIES PRIOR TO STARTING WORK. (631) 2q8-8880 1'VL 2. ALL PLANT MATERIALS SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT AMERICAN STANDARD FR NURSERY STOCK,PRBLI54ED BY THE AMERICAN ASSOCIATION OF NURSERYMEN 3. NO PLANTS SHALL E INSTALLED BEFORE ROUGH RADI146 HAS BEEN FINISHED AND APPROVED BY THE ZONE ® LANDSCAPE ARCHITECT R EQUAL. LIO 4. ALL FLAMS SHALL BE SPRAYED WITH A ANTIVES51CANT WITHIN 24 HOURS AFTER PLANTING,AND AGAIN AT AT THE BEGINNING OF THEIR FIRST WINTER 5. ALL PNTS SHALL E INSTALLED AS PER THE DETAILS AND CONTRACT SPECIFICATIONS. TAX MAP INFORMATION 6. ALL PLANiS SHALL BE WATERED THOROiASHLY MICEDURING THE FIRST 24 HOUR PERIOD AFTER PLANTING. SGTM: 1000 - q5 - 2 - 5 ALL PLANTS SHALL THEN BE WATERED WEEKLY OR MORE OFTEN,IF NECESSARY DURING THE FIRST GROWING SEASON. T ALL PLANTING BEDS SHALL BE MULCHED WITH 4"OF SHREDDED BARK MULCH OVER A SYNTHETIC WEED BARRIER FABRIC. 8. THE CONTRACTOR 5HALL FURNISH A ONE YEAR WARRANTY ON ALL PLANT MATERIALS. q. ALL PLANT MATERIALS SHALL BE INSTALLED USING STANDARD ACCEPTABLE LANOSCAFE PRACTICES. 10.LANDSCAPIN6 SHALL BE PNTED AND MAINTAINED IN COMPUANOE WITH THE TORN OF SOUTHOLD REGULATIONS / SPECIFICATIONS. q II. NO PLANING5 AT THE DRIVEWAYS SHALL VIOLATE ANY LIMB OF 516141 REVISION DESCRIPTION DATE Im 12. PRUNE ALL BROKEN OR DAMAGED BRANCHES. REVISED LIGATING/LANDSCAPE/PARKING 07/I///H B. GROUND LIE TO E THE SAME AS EXISTED AT NURSERY. Z REV PER TONN LLMMENTS 09/I4/0F 14 PLANTING HOLM SHOULD BE AT LEAST TWICE THE DIAMETER OF THE ROOT BALL. 3 REV PER TONN (,WMENTS /3o/ob ' 15. FLARE OT OF THE PLANT THE R STEM PLANTS SHOULD 52 SHOULD BE CED ON AISTURBED EARTH THE T GROUND LEVEL CROWN OF THE ROOT BALL.AND -- - k REVISED PER TPNH GGtNMENTS "8/29/C ® 16. BURLAP SHOULD BE REMOVED FROM AT LEAST THE TOP ONE THIRD OF THE ROOT BALL.ALL WIRES AND NR-BIODEGRADABLE MATERIAL SHOULD BE REMOVED COMPLETELY PROM THE ROOT BALL, 5 REVISED PER TONN GGMMENTS 11/29/677 11. BACKFILL SHOULD CONSIST OF A MINIMUM OF 506 OF THE ORIGINALSOILEXCAVATED FROM THE PLANIN6 6 REVISED PER TONN GLNAMENTS 12/I�/07 HOLE,UNLESS THE CONDITIONS OF THE EXCAVATED MATERIAL WARRENT REPLALEMENT OP 516NIFICANi ------- --- AMENDMENTS. Ib. FEAT M05515 NOT RECOMMENDED FOR USE AS MULCH OR AS A SOIL AMENDMENT IN BAOKFILL. II, THREE INCHES OF MULCH SHOULD BE SPREAD OVER THE PLANTING HOLE,THE MULCH SHOULD BE KEPT AWAY FROM THE TRUNK OF TREES. ® 20 'IREE5 SHOULD THE GUY A R S SHO"BELEFTLOOSE SO THAT THT BE STAKED UNLESS, E TREE HAS LITELY IACCHANLE TO ADAPT TO 114E 511E CONDITIIISSARY.IF 7RMES ARE TO BE ONS,STAKES AND WIRES 9HOUD BE REMOVED FROM THE TREES WITHIN ONE YEAR 21. TREE WRAPPING 15 NOT RECOMMENDED UNLESS SPECIFICALLY REQUIRED 22.ONLY DEAD BRANCHES SHOULD BE PRUNED AT THE TIME OF PLANING. 23,ALL LANDSCAPING AS SHOM ON AN APPROVED PN SHALL BE MAINTAINED IN A VIGOROUS ROWING CONDITION MICHAEL pppp� y p p-�g ppp��' rTTT��E rTL r ANY PNS NOT GO MAINTAINED SHALL SHALL BE REPLACED KITH HEALTHY NEW FNi5 OF COMPARABLE SIZE, 1 Nl�/ p-/� p{ p /g T/ /`/ /`I TYPE AV QUALITY AT HE SSNNMW OF HE NEM IMMEDIATELY FOLLOWING 6ROWING SEASON. d v z 1 EL d�L. DUNN v t n REGISTERED ARCHITECT 1981 UNION BOULEVARD BAY SHORE, NY 11706 k" (631) 665-9619 FAX 969-0115 e Y MULN I�^j /U��\ I��,{'�1�Ij //Y�\ II�;T yI'f V R0 WRRM ERR., �L li ° Lz U'UW'u' U'L1��O� l GS�`Ly �� o m C 4 Mk PERMIT ACQUISITION AND EXPEDITERS 0 O 0 EnSrnB 1981 UNION BLVD. BAYSHORE, NY 11706 NW"EQWS Mg- 00 "`LDIAIv!5 ` (631) 665-9619 FAX 969-0115 ® ®®. 0 HN WAN TOPGOL MD PGT N,L55 U Q OO /pRam pY vvID N5' •ENVIRONMNETAL COMPLIANCE 'PETROLEUM SPECIALISTS O WATER EN.11"YER M 'COMMERCIAL SITE PLANNING `PERMIT EXPEDITING N —i 'ro — - — — — — -- _ _ 0 — 0 0 00 9a SHRUB PLANTING DETAIL �,�39• (D 326.54' 0 PECONIC RECYCLING AND TRANSFER a60 GoMMERGE DRIVE CUTGNOC,UE, NY 11935 Ann ©V�D �� PROJECT DESCRIPTION: SHEET DESCRIPTION: NI'P NEW FAGILI7Y LANDSCAPE PLAN PLANNING BOARD N� 6TNfINS A5 RE4xREO TOWN OF SOUTIiOLD Pam .: WIM DNAUTHORREDALTERATOR KNITAOOITTONTOTHISPLANT AA aUy mi VIOLATION OF SSCMON 7209 OF DATE du, THE NEWYORK STATE EDUCATION llB LAW.EOPIEB OF THIS PIAN NOT BEARING THE PROFESSIONAL (53 8TRI M3-mim �E{tED qR E A VAELID TRUE COPY. NOT I TTM Y SAM RPA ¢ZO� �p.EL k.�Oy�� TAX MAP# 1000-95-2-5 PROPO °. ED L14NDSG14PE PL- AN mu WI�""RE scAS NOTED SCALE = 1 " = 20rot132E BNL ,, DWG.#: rNW am LEI5T6 �y y_ ASSOCIATE (050221 ID, 029V w,�rtrt �`OF NEW y0� DRAWN BY: awe BY' HAA �we P1/ERGzRPPN PLANTING DETAIL 6--) SHS NOT*c SILL=_ DWG.#; 30F � f r I s 6 40'41'30" _ 362.09' } V A. ALL OUTDOOR LIGHTING SHALL BE SHIELDED GO THAT THE L16W SOURCE 15 NOT VISIBLE FROM ADJACENT dl m FROPERTM5 AND ROAVKAY5. LIGHTING FIXTURES SHALL FOCUS AND DIRECT THE LIGHT IN SUCH A MANNER ; �Q D AS TO CONTAIN THE LIGHT AND GLARE WITHIN FROPERIY BOUNDARIES. }� m z m F A B. IT IS A GENERAL PRINCIPLE OF THE TOWN THAT PAW116 LOT LIGHTS SHOULD BE TURNED OFF OR REMCED b B B / T IN IN1EN51tt BEIVEEN 11:30 P.M.AND 4,00 A.M. A O O 0 0 � \ % C. ALL FREESTANDING OITDOOR 06141 FIXTURES SHALL BE LIMITED TO A HEIGHT OF NO MORE THAN FOURTEEN 04)FEET G� E E E 1 ABOVE GROUND LEVEL. THE FI=RE SHALL FOODS AND DIRECT THE L164T AS SPECIFIED IN SUBSECTION A ABOVE D D D y_a I I I 4u' G F NOT TO SCALE � 0 � A 4 h ZONING D14t14 v PHYSICAL LOCATION: r(\ � I 2O' CUOTGHOGUE,NYl 11135 `( T,inLL rvXJZGFJroL F,-rorr,.nivuTFs OWNER ADDRESS o-ire; Ib' IO.O SO 2.0 I.0 6 r ll B000WIGKHAM AVENUE ND TRANSFER PROPOSED NO, e� LIHVINAIKES: MATTITIGK, NY 11952 ' BUILDINCz TLTEP : 45 Pfe?,EES I 1 ® T ' UG�oTAvPo RSON ZE Hnc;a Div caAFTLITF, 11-16L'H - 0, WATT ANTHONY (631) 2Ra-Babb �r < PROPOarmD 400 LU141P`P ® 4RMA LIGHT ISOLUX CHART TONE NOT TO SCALE LIO \ \�I TAX MAP INFORMATION 50TH: 1000 - 15 - 2 - 5 REVISION DESCRIPTION DATE REVISED LICI41N6/LANDSGAPE/1"ARKING 07/II/O6 REV PER TOWN COMMENTS 09/la/O6 G REV PER TOWN COMMENTS N I � � k REVISED PER TOWN COMMENTS Ob/29/Oi 5 REVISED PER TOWN COMMENTS II/29/o] G REVISED FER TOWN CaMMENI 12/13/07 - I� Nu r/ 4 �t //�\\ TJ ,`: MICHAEL K. D UNN D X � REGISTERED ARCHITECT F F F \ t 1981 UNION BOULEVARD BAY SHORE, NY 11706 (631) 665-9619 FAX 969-0115 I, BMID 'A=ARE O O I B W e PERMIT ACQUISITION AND EXPEDITERS El uu 'snyrd � '„ I m J 1981 UNION BLVD BAYSHORE, NY 11706 �� BOOM, yy,,�N� �&��y�, �. C) 0 ��b ¢➢Y�Rny G� ?po— � {) n FIN, OFdADt (631) 665-9619 FAX 969-0115 S3 'ENVIRONMNETAL COMPLIANCE 'PETROLEUM SPECIALISTS `7 N3 'COMMERCIAL SITE PLANNING 'PERMIT EXPEDITING c- 00 - - O ._�nf l✓�rJ \C,, ✓' ��f l nr� 00 326Ia4' PEGONIG RECYCLING AND TRANSFEI 060 COMMERCE C)RIVE ® YARPL.IG-HT 51_EVATION GUTGHOCxUE, NY 11935 ® ® I-Ai` P; 40C) NI METAL I IALIDE L_'I N`;; GL,Iv/y F FLN7 T'EI"ir'L.T:1::L r l-AS:" PROJECT DESCRIPTION: SHEET DESCRIPTION: ]')"PE III 1715TRIf3LTION. NEW FACILITY LIGHTINCx PLAN ,0000 I..UMl=NS FFR LAI,II^ UNAUTHORIZED ALTERATON OR y I 1 I AOI-ATIOTOTSES ON 72 P/'\� if T ADDM ONOFSECTTONISA THE NEW YORK STATE EDUCATON NOT TO SCALE LAW.COPIES OFTHIS PLAN NOT BEARING THE PROFESSIONAL ENGINEERS INKED SEAL SHALL NOT BE A VALID TRUE COPY. FRED AR APPROVED BY ELK , TAX MAP# IR ® F ® I=D T P L 14 N PLANNING BOARD 1000-95-2-5 �* SCALE: TOWN OF SOUTHOLD AS NOTE ALE c zm D 41 DWG.#: DATE d ov UM� IPA ASSOCIATE y ASSOCIATE 050201 DRAWNT: CHKD DY: NEW HAA CzWC DATE: SHEET 08/29/07 DWG.#: 4OF 1 DRAINAGE CALCULATIONS, ¢ 4` 5 40"41'30 E _ _ _ 352.09' TOTAL PROPERTY = 120,000. 50. FT i:IN WE 67, (, , ^' + � .,. Y q 6RAVEL AREA = 55,5196052. FT Y` ° N' Y c! ROOF AREA = 54,205,0 5O. FT At y 0 ASPHALT/51DEWALK AREA - 11,204.51 50. FT TUI y _� ¢ LANDSCAPED AREA = 21P15.89 SO FT m g (ON 517E ONLY) CALCULATIONS BAS ON 2" RAINI I A\ / GRAVEL = 53519.60 50. FT x .161 x .90 = 5,044.0 OU FT REWIRED ROOF = 34,205.0 SQ. FT. 167 x I = 5,-111.40 GU FT REWIRED g� y / 20'-0" / / a ASPH/5WK = 10,414.51 So. FT x .161 x .90 = 1$94.0 OU FT REQUIRED � MIN LAND50APIN6 = 21805.69 SO FT x 161 x 30 = 10925 LU FT REQUIRED LLMROE PRIVE (1) 10'0 x I' RING = 65A CU FT a 4 � z Ap IV O Y V4 d0 GRAVEL = 8044.0/bB.4 = IIT LIN FT USE (B) 10'0 x 16'DP POOL5 = 126 LIN FT L/ � ROOF = 5,111.4/66.4 = 64 LIN FT USE(IU 10'0 x b'DP POOLS = 68 LIN FT cEPof W.e ^ -� ASPHALT = 1,514.0/60.4 = 24 LIN FT USE(5) 10'0 x 10'OP POOLS = 50 LIN FT I 0 MIN, (J U LANDSCAPE = 1,092/68.4 = 16 LIN FT USE(U 100 x 16, DP = 16 LIN FT SANITARY DISP05AL 5Y5TEM OFFICE 2,200 x .06 GPD = 132 6ALLONS _ w,p WAREHOUSE 52,000 x .04 GPD = 1260 6ALLON5 201-01 MI • /LAS p I TOTAL ESTIMATED FLOW = 1,412 GALLONS ¢rc' I SEPTIC TANK CAPACITY REQUIRED (2 DAY FLO 012 GALLONS x 2 = 2,824 NOT TO SCALE SEPTIC TANK = 5,000 GALLONS �1 LEACHING POOLS DESI6N FOR FULL DAY FLOW = 1,412 ClLEECHIN6 RATE = 1.5 6ALLON5/5a FT/DAY SIDEWALK AREA REO, = 1,412/1.5 = 942 I LINEAR OF POOL R = 1,412/68.4 = ZONING ::)4744 � PROPOSED 3 POOLS® 1 10'0 x B' DEEP= 50,30' 1 RP0RAVfL �/ \ PHYSICAL LOCATION: AREA 1 � DRAINAGE KEY I \ COMMERCE DRIVE CUTGHOGUE, NY 11935 PECONIC RECYCLING AND TRANSFER PROPOJED MIN. 1 0 1 SEPTIC SYSTEM 800 WICKHAM AVENUE DP. RIN65 MATTITUGK, NY 11952 101-01 ®UILDING 1 R �� I ® �\ �/ CONTACT PERSON ANTHONY DIVELLO 1 R / _ N; ` �� (631) 296-8585 eI fi. N ZONE (11) x ROOF DRAINAGE r I / TAX MAP INFORMATION 56TM, 1000 - 95 - 2 - 5 N I 1616 MIN \ ./ L/G� �\ j`; I A 1 ASPHALT DRAINAGE 1 (5) 0' 0 x 10' DP. RIN55 �; p \\ REVISION DESCRIPTION DATE R REVISED LIGHTING/LANP56APE/FPRKIN6 07/I/a6 REV PER TONN CLMMEM"5 o9/Ik/ow REV PfR TON GGMMENTS a/90/oE LANDSCAPE/GRAVEL DRAINAGE 4 RFVISEn PER rOIN 64MMPNT5 oa/a9/ (9) 10' 0 x Ib' DP. RIN65 5 REVISER PER TONN LgNVENTS 29 01 REVISED PER TONN COMMENTS 12/Is/o7 C I MICIIA�L I. D UNN PROPO��EP I O _ ASPh1AOE / I� a SURFACE, // bf r y0 a, REGISTERED ARCHITECT / //� 1981 UNION BOULEVARD BAY SHORE, NY 11706 /I \ - b"0 SDR 60 / \ A L------------------------------ A `-----------t--- ------- (631) 665-9619 FAX 969-0115 APPROVED BY PLANNING BOARD ® • Ito PERMIT ACQUISITION AND EXPEDITERS TOWN OF SOUTHOLD 1981 UNIONBLVDBAYSHORE, NY 11706 " G- 0� rip gpp 0` � ' m DATE y�/y (631 665-9619 FAX 969-0115 t. ok- =ENVIRONMNETAL COMPLIANCE 'PETROLEUM SPECIALISTS �� =COMMERCIAL SITE PLANNING 'PERMIT EXPEDITING n C�,7 �_MJ < � •�� Vii/ �: A RIDGE —J —G) WATER LINE A 1� � 326.64' H-20 LOAD RATED HEAVY DUN TO 0E VERIFIED ,�,0. MANHOLE SOLID OR SLOTTED PAVEMENT DOVER AND FRAME FCNIG 1\ CI'C LN/ ANC) - piVc F -�. ® ® ® 560 TCHOGUE, NCOMMERCE DfRIVE IIg35 REINFORCED CONIC COLLAR _ I PROJECT DESCRIPTION: SHEETDESCRIPTION: 0 0 0 0 0 0 I NEW FACILITY DRAINAGE PLAN I� 000000 _ a 0 0 0 0 0 BACKFILL WITH CLEAN 5AND, U GRAVEL MATERIAL UNAUTHORIZED ALTERATION OR o 0 0 0 0 00 I_ AUM.CNTOTHISPLANISA $ G A L E II ° = D ' N 0 0 0 VIOLATION OF BECKON 7209 OF THE NEW YORK STATE EDUCATION . I Q LAW.COPIES OF THIS PLAN NOT 0 O O PERFORATED PRECAST GONG. BEARING THE PROFESSIONAL RING5 ENGINEERS INKED SEAL SHALL NOT 0 o BEAVAUOTRUEOOPY. G��ERED qRc TAX MAP# ev' �NEL �oyo� 1000-95-2-5 - -I SC AS NOTED REINFORCED CONO FOOTIN6 RING ' DWG,#; spx / A550CIATE 050201 DRYLJSLL w/ 1"'I101NW0Lrm Dr=741L. p7� 0129d� �� DRAWN EY: CHKD BY' �UF SCALE = N 0 7 To SCALE NEYN HAA GWGDATE: SHEET 08/29/0 DWG.#: I 5 O 1 � � I e I 1 II I I s I I I • i I i I i I � 51iE I �I� M CRAPE I I I oePor _ ` III I ( III II 1 I I 1 I I I \ ' NOT TO SCALE r 4 S or SC LE = I " = 10 ' zoNIN� or�tla I III � E'NYSICAL LOCATION: COMMERCE DRIVE CUTCH06UE NY 11955 I I I � I II I 111 OWNER ADDRESS PECONIC RECYCLING AND TRAN5PER BOO WIOKHAM AVENUE MATTI STEEL GOF LIGATED CONT T PERSON 11952 PUILPING SIPING ANTHONY DIV 1 ' I CONTACT ( I (631) 298-8008 I I i I 4 ZONN 1 l u I I GRADE 1 III III SAIOOP X INFORMATION N ® Rtb rmLE V 4t I ® N SCALE 1 " - 10 ' t REVISION DESCRIPTION DATE REVISEP LICHTING/LANP5GAPE/PARKING 07/11/06 2 REV PER TOWN CZAMENT5, 09/h/OG B REV PER TOWN COMMENTS II/80/OG t k REVISED PER TOWN COMMENTS OS/19/0 k 5 REVISED PER TOWN GLNMAENTS 11/29/(77 1 G REVISED PER TONN COMMENTS 1111'1677 I I ! • I I I 11 I I I 1 I I i 1 I I I I I I I . f I 1 I I I I I . I I I I I I I I I I II . I . . 11 I , I I I I I i I I I . ! I II • I I 1 I I I I I I I I I I I I I I I I I I I II I II I . I I I • II I MICHAEL A K D UNN I I I II II I I I I . I iI II I I I • I II I I R II EGISTERED ARCHITECT I I ! I I I I i ' I II I I i 1981 UNION BOULEVARD BAY SHORE I NY 11706 4 I I i I I I I ! I I . I I I 1 II I I 631 665-9619 FAX 969-0115 I I ( ) I II . I . I GRADE 1 1 I 1 1 I : ! - •-;_ ,�= PERMIT ACQUISITION AND, EXPEDITERS c A L E 1 " 10 1981 UNION BLVD BAYSHORE, NY 11706 (631) 665-9619 FAX 969-0115 'ENVIRONMNETAL COMPLIANCE 'PETROLEUM SPECIALISTS 'COMMERCIAL SITE PLANNING 'PERMIT EXPEDITING I i 1 I I III I , III PEOONIG RECYCLING AND TRANSPEF 060 COMMERCE DRIVE CUTCNOCmUE, NY 11935 I p PROJECT DESCRIPTION: SHEEP DESCRIPTION: I APPROVED NS I I 5FEEN6 RRU �APLANNING BOARp NEW FACILITY ELEuAH u I�iEG ALTEIRATIoNoa 4 ADDmONTOTHISPLANISA 4 TOWN OF SOUTHOL O •+h FSEc THE NEWYOTEO0EDUCATION f DATE � LAPIESOFHISPLAN NOI I BE&RINGTHE FES0- ' ENGINEERS INKED SEAL SHALL NOT BE rt C� TAX AVALID TRUE COPY. MAP# �� 1000-96-1-5 GRAVE PRICK VENEER sr h� 1 SCALE:e NOTE _ ASSOCIATE 050201 DRAWN BY. CHKD BY: g o u t H L s ZION NAA GWG DATE: SHEET SCALE I " = 10 00/20/0 I DWG.#: 60F7 �) 3 1 YYY SITE PFPOf L NE 083-03-06.1 083-03-06.1 10750 OREGON ROAD 16750 OREGON ROAD ` W,RIDE, FRANK J MBRIDE, FRANK J - RFD 15OX 159, OREGON ROAD RFD LOX 159, OREGON ROAD Nlo TO SCALE GUTCNOGUE, NY 11935 GUTGNOGUE, NY 11935 \ \ ZONING DAT4 PHYSICAL LOCATION, 96-01-002 \ COMMERCE DRIVE 2075 COUNTRY ROAD 4,5 96-02-5 CUTCHOSUE,NY IMES MbRIDE, FRANK J \ 20310 COJNTY ROAD 45 ROAD 139 \ MCALL, RUSSEEL G �rG OREGON ROAD ATLANTA, SINLGA 3 03 SW OWNS RTRANSFER 500 1 S GUTGYtOGUPECON�C E, NY 11935 1BOO WICKHAM AVENUE MATTITUCK, NY 11952 1 d CONTACT PERSON 095-02-0001.1 r ANTHONY DIVELLO (631) 298-BBBB 7155 DEPOT LANE 96-01-001 KRUPSKI, Ja IN P. & SUZANN M 203A5 MAIN ROAD / H COMPASS COURT PEWNIC REG. & TRANSFER TIDE GROUP, INC. IIUNTINGTON, NY 11743 SOq WICKHAM D IVE SITE C/0 H. RAYNOR 1 LIO MATfiITUGK, NY 11 52 P.O. 60X 1459 d MATTITUGK, NY 11952 ^� MAX MAP INFORMATION \ , 56TM. 1000 - 95 - 2 - 5 COMMERCE DRIVE 96-01-04 96-01-00 7,3LFF6LK 1 6810 DEPOT LANE Y ROAD AS 20345 MAI ROAD NTYGOODWIN, JAMES D. TIDE GRO�1P INC. DRIVE6810 DEPOT LANE G/O ry. gAYNOR Y 11901 REVISION DESCRIPTION DATE \ PC 150X 1-459 NY 11935 P.D. D� 1459 \ MATTITkCK, NY 11952 1 REV1eED u8NT1N6/LANOSOAPE/PARKIN'6 a7/II/616 \ Z REV PER TONN 60MMENT6 09/14/616 DEPOT E 5 REV PER TONN COMMENTS 11/30/06 4 REVISED PER TONN 60MMENr5 08/29/07 REVISED PER TOWN COMMENTS _ 6005 DEPOT LANE 96-04-5 `' II/29/� — — fC,'�T1N P. & SUZANN M. 5755 DEPOT LANE 6 REVISED PER TONN OGMMENFs IZ/Is/OT 14 6OMPA55 COURT GHLDZINSKI, GENEVIEVE 095-04-10 HUNTINGTON, NY 11743 55755 PEPOT NY E935 7155 DEPOT LANE KRUP6N, ANN MARIE SKYLINE DRIVE P.O. 15OX 4090 95-02-3 LIVINGSTON MANOR, NY 12758 7200 DEPOT LANE GOODWIN, JAMES D. & MARYLIN 7200 DEPOT LANE CJTGIIOGUE, NY 11935 MICHAEL TT T1 TTAT)\T REGISTERED ARCHITECT V 1981 UNION BOULEVARD BAY SHORE, NY 11700 (631) 665-9619 FAX 969-0115 i� 4 ® IL4 � M4i� SCALE = Irl = 200 ' 1\5L �7L I'�u^1'j 1WLO �L✓�O�l�� U �L✓ n PERMIT ACQUISITION AND EXPEDITERS 1981UNION BLVD BAYSHORE, NY 11706 (631) 665-9619 FAX 969-0115 'ENVIRONMNETAL COMPLIANCE `PETROLEUM SPECIALISTS 'COMMERCIAL SITE PLANNING 'PERMIT EXPEDITING HOT TAR SEALANT _ FINISHED GRADE PAVEMENT SURFACE l "� FECONI� IRECuGLING ANE) TfRAN6rEF, /2„ ANE) "6 PAVEMENT Brom COMMERCE DRIVE ®I� I RECYCLING CL IN GUTGHOCaUE, NY' 11935 Tom, GUR6 IA VARIA6LE 8" 6GLD LETTERS PROJECT DESCRIPTION: SHEETDESCRIPTION: aa. � . MAX MAX o yX NEW FACILITY DETAILS/RApIUS MAP 2„ 1 v2„ IS„ GURe PAVEMENT 2 04 CONTINUOUS 4 GREEN 6AGKR6UND ADDITION TO THIS PLAN ISA 4000 PSI GONG. AT N EXPANSION UNAUTHORIZED ALTERATION OR NOTES 28 DAYS q" JOINT (TYP.) THE NTEiO N 05 SEA 014 209 05 LAW.COPIES OF THIS PLAN NOT ON I. ANY EXCAVATION BELOW DE51R ) GRADE D'JE TO OVER EXCAVATION OR WET BEARINGTHE PROFESSIONAL /+q� ENGINEERS INKED SEAL GNALL NOT SOIL CONDITIONS SHALL BE BA ;FILLED WITH 9/4" GLEAN CRUSHED STONE. �C: ION �y EXTERNALLY 111.UMINATED ,��Eo ARS BEA VALIOTRUECOPY. ALL SUBORADE5 SHALL BE APF OVED BY THE TOWNSHIP ENGINEER PRIOR TO O C� ® (10 EL k T POi1R1N6. APPROVED BY * ° ,�`=` T.Ax000-96-1-8 2. EXPANSION JOINTS SHALL BE P WIPED AT EGUAL D15TANCES OF NOT MORE SCALE: THANRJ AT ALL STORM SEWER 4LETLERJOINTS SHALL BE PILLED WITH DoPpIrmee` JI=D SUR5 AT DR I vrmw4Y DETAIL PLANNING BOARD "- I AS NOTED _ PERFORMED EXPANSION JOINLER, 1 T f , I/2°THICK. THE JOINT SHALL Be DWG.#: RECESSED I/4' FROM THE TOP ND FRONT OF THE CONCRETE CUR5. TOWN OF SOUTHOLD J�. ASSOCIATE O5O2E"� SCALE = NOT TO SCALE �+ �L q� A I u'T tC, p2yV '�' I G N ® F I 1�1 I k� DATE ��yb 1 ,\0. ��OFNEVdNC DRAWN HAA Y Gujrsv SCALE NOT TO SCALE v �: SCALE = NOT TO SCALE DATE: SHEET i 08/2 5/01 DWG.#: Jz l OF l MAILING ADDRESS: PLANNING BOARD MEMBERS k�'OF so(/r�,o Southold,ox 1179 11971 DONALD J.WILCENSKI �Q l� Chair OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex PIERCE RAFFERTY G �Q 54375 State Route 25 JAMES H.RICH (cor.Main MARTIN H.IDOR COUNV,� Sou Youngs Ave.) h d, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 4, 2014 Mr. Jonathan DiVello Mattituck Environmental Services P.O. Box 1402 Mattituck, NY 11952 Re: Revision to Approved Site Plan for Peconic Recycling &Transfer Corp. Located at 560 Commerce Drive, north intersection of Corporate Rd. & Commerce Dr., Cutchogue SCTM#1000-95-2-5 Zoning District: LIO Dear Mr. DiVello: The following resolution was adopted at a meeting of the Southold Town..Planning Board on Monday, November 3, 2014: WHEREAS, this Approved Site Plan is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 sq. ft. parcel; and WHEREAS, Peconic Recycling & Transfer Corp., is the applicant of the 2.1-acre parcel in the LIO Zone, owned by Commerce East One, LLC, located at the north intersection of Corporate Rd. & Commerce Dr., known as 560 Commerce Drive, Cutchogue; and WHEREAS, on August 11, 2008, the Southold Town Planning Board granted approval on the Site Plan entitled "Peconic Recycling and Transfer" prepared by Michael K. Dunn, dated July 8, 2007; and WHEREAS, on August 11, 2011, the Site Plan Approval expired; and WHEREAS, on May 2, 2013, the Southold Town Planning Board granted an Extension of Site Plan Approval from August 11, 2011 to March 18, 2014 on the Site Plan entitled "Peconic Recycling and Transfer" prepared by Michael K. Dunn, dated July 8, 2007, with one (1) condition: Submit a lighting plan for Planning Board approval that conforms to §172 of the Town Code within 60 days of the date of this resolution; and Peconic Recycling 0 [2] • November 4, 2014 WHEREAS, on August 29, 2013, approval from the Suffolk County Department of Health Services (SCDHS) was received under File #C10-13-0002 at 1,407 gpd for a Warehouse with Office; and WHEREAS, on December 11, 2013, the condition to the Site Plan Approval Extension was satisfied by the submission made by Jonathan DiVello, owner; and WHEREAS, on December 13, 2013, Town Building Permits were issued to the applicant; and WHEREAS, on March 18, 2014, the Extension of Site Plan Approval expired; and WHEREAS, in a letter, dated April 24, 2014, the applicant, Jon DiVello, requested an Extension of Site Plan Approval for one (1) year; and WHEREAS, on May 5, 2014, the Southold Town Planning Board granted an Extension of Site Plan Approval from March 18, 2014 to March 18, 2015 on the Site Plan entitled "Peconic Recycling and Transfer" prepared by Michael K. Dunn, dated July 8, 2007; and WHEREAS, in an e-mail, dated July 18, 2014, the applicant, Jon DiVello, requested a revision to the Approved Site Plan; and WHEREAS, on July 21, 2014, the Planning Board reviewed the proposed revision at a Work Session and required additional information; and WHEREAS, on August 19, 2014, the applicant submitted a portion of the required materials; and WHEREAS, on September 22, 2014, the Planning Board reviewed the proposed revised Site Plan at a Work Session with the applicant and required information to be submitted in addition to the requirements not yet received; and WHEREAS, on October 20, 2014, the Planning Board reviewed submitted materials at a Work Session and required minor revisions to the revised Site Plan; and WHEREAS, on October 30, 2014, the applicant submitted the remainder of the required materials and information to the satisfaction of the Planning Board; and WHEREAS, the revised Site Plan is for the purpose of illustrating approved changes to the original Approved Site Plan with approval stamp dated August 18, 2008. All approved changes are so noted on the revised plan. The Approved Site Plan with approval stamp, dated August 18, 2008, remains in effect for all other details that are not specifically noted as a change on the revised plan. All approved changes are noted as proposed or new on the revised plan, except the building which is not changing from the approved plan; therefore be it Peconic Recycling • [3] November 4, 2014 RESOLVED, the Southold Town Planning Board grants Approval to the revisions to the Approved Site Plan as shown on the plan entitled "Peconic Recycling; Revision to Approved Site Plan" prepared by David DiGiovanni, dated November 26, 2013 and last revised September 29, 2014, including the following two (2) plans: 1. SP-1 Revision to Approved Site Plan 2. SP-2 Revision to Approved Landscape Plan The revised Site Plan that has been approved above is for the purpose of illustrating approved changes to the original Approved Site Plan with approved stamp dated August 18, 2008. All approved changes are so noted on the revised plan. The Approved Site Plan with approval stamp, dated August 18, 2008, remains in effect for all other details that are not specifically noted as a change on the revised plan. If you have any questions regarding the above, please contact this office. Very truly yours, `-�460 Donald J. Wilcenski Chairman cc: Building Department Office of the Town Engineer Peconic Recycling 0 [3] • November 4. 2014 RESOLVED, the Southold Town Planning Board grants Approval to the revisions to the Approved Site Plan as shown on the plan entitled "Peconic Recycling; Revision to Approved Site Plan" prepared by David DiGiovanni, dated November 26, 2013 and last revised September 29, 2014, including the following two (2) plans: 1. SP-1 Revision to Approved Site Plan 2. SP-2 Revision to Approved Landscape Plan The revised Site Plan that has been approved above is for the purpose of illustrating approved changes to the original Approved Site Plan with approved stamp dated August 18, 2008. All approved changes are so noted on the revised plan. The Approved Site Plan with approval stamp, dated August 18, 2008, remains in effect for all other details that are not specifically noted as a change on the revised plan. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman cc: Building Department Office of the Town Engineer R �CIQU-�4 b n MAILING ADDRESS: PLANNING BOARD MEMBERS QF S0(/TP.O. Box 1179 DONALD J.WILCENSKI �Q� Ol0 Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex PIERCE RAFFERTY �` • YD 54375 State Route 25 JAMES H.RICH III (cor.Main Rd.&Youngs Ave.) MARTIN H.SIDOR �yC�(1NT`I,�c� Southold, NY Telephone: 631 765-1938 www.southoldtowuny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 4, 2014 Mr. Jonathan DiVelio 12 2014 Mattituck Environmental Services I NOV P.O. Box 1402 Mattituck, NY 11952 h' T�,�rlp OF S ['.TN�LD Re: Revision to Approved Site Plan for Peconic Recycling &Transfer Corp. Located at 560 Commerce Drive, north intersection of Corporate Rd. & Commerce Dr., Cutchogue SCTM#1000795-2-5 Zoning District: LIO Dear Mr. DiVelio: The following resolution was adopted at a meeting of the Southold Town..Planning Board on Monday, November 3, 2014: WHEREAS, this Approved Site Plan is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 sq. ft. parcel; and WHEREAS, Peconic Recycling &Transfer Corp., is the applicant of the 2.1-acre parcel in the LIO Zone, owned by Commerce East One, LLC, located at the north intersection of Corporate Rd. & Commerce Dr., known as 560 Commerce Drive, Cutchogue; and WHEREAS, on August 11, 2008, the Southold Town Planning Board granted approval on the Site Plan entitled "Peconic Recycling and Transfer" prepared by Michael K. Dunn, dated July 8, 2007; and WHEREAS, on August 11, 2011, the Site Plan Approval expired; and WHEREAS, on May 2, 2013, the Southold Town Planning Board granted an Extension of Site Plan Approval from August 11, 2011 to March 18, 2014 on the Site Plan entitled "Peconic Recycling and Transfer" prepared by Michael K. Dunn, dated July 8, 2007, with one (1) condition: Submit a lighting plan for Planning Board approval that conforms to §172 of the Town Code within 60 days of the date of this resolution; and I I DAA NOTE: , DIGiovannl THIS LIGHT POLE 15 I DISCONNECTED b THEREFORE INOPERABLE Associates Architects I I 0.1 Fc 0.1 fc _ - D1F 0.1 fc 0.1 Fc 0.1 Fa- N, /i - - - / a c \ _ - _ - - _ \ I W 26 preston avenue 0.5Fci \ \� � - - � \ / / � � � Xi� 0.5Fc / _ - sea cliff, ny 11579 fc \ \ / / C. \ \ / / I.0 Fc \ / \ / / I.0 fc/ (516) 671 - 3624 0 pr, Y fax 516 759-7138 / f \ 1.0 Fr- 5.0 c 5.0 fc 5 O I / �+ I T �5. ft Fr- 1 1 r I lrk �(I I //J�� // //1 I \// I \ � / / I / \ I 1 ( / / �l 1' I \ \ 13-130 �GISTERF \ / / O P�10 A.Q '9,p n z x,69 \ I FwYOR� .2f I of of of - � to \\ I 15 51) E P y / PROPOSED I STORY 5U I LD I NG o / \ OGGUPANGY GROUP F-1 \ / i / 0ON5TRUGTION OLA55 2b - SPRINKLERED 3 _ \ / p AREA = 521000 SG�. ft. c. /`;�I r� / Doo 'IN 1�71 ` - \\\45'-O'iR6Y. 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X � / �/\ /( � / Z9.52�.5 ftp \ 9.5 fc� \ \ ui I O ° l T\ 02 Fc \ 0,2 Fc \/ 02 Fc \/ 02 Fc / 02 �C EE LIGHTING L�-CXA230 500 \/ \ \ / / \ / WA'C-PACK-LfGHTINO FJJCh�JRE;MODES -E-WP6LO5GZ MOUSED 10'-0" ABO CAAVE -HOURS OF OPERATION 06K 0 TIL 10:00 PM (TYPICAL FOR ESEE - \LEVATION5) 0.1 fc 0.1 fc 0.1 Fc 0.1 fc 0.1 Fc 0.1 Fc \ O.I fa\ / 0 - _ - / \ \\ - - - ' Q 4-I 2016 INDICATE LIGHT POLES TO 0� 0 0 � O.I Fc- - _ \� � I RAB LIGHTING LED POLE MOUNTED BE DISCONNECTED ` - 0.1 Fc \ 4Q Qb2015 UPDATE LIGHTING LEVELS of - FIXTURE;MODEL ALED4T78 MOUNTED 14'-0" ABOVE GRADE - HOURS OF POLE LIGHTS OPERATION DUSK TIL 10:00 PM / \ / GREE LISHTINS LED-,GXA 5530 500 -f^IALL 10�0-2015 UPDATE LIGHTING / _ _0.2 fc_ O \ / _ 02 fc PACK LI&HTIN6 FIXTURE;MODEL E�iNPLO6GZ \ \ (TYPICAL) Fr- LU I / - - R E V 1 5 1 0 N 5 -1 \ / MOUNTED 20'-0" ABOVE`GRADF� HOURS OF 02 Fc v � ^ / , i \ � � \ / /� OPERA7.10 DUSK TIL IO:OZR P,1�1 � -' - - ` �� \ I W / / \ - /\ / (TYPICAL F�16 - SEE ELE"TION5) p Q / / X0_5 Fc \ / \ / �O_5 Fc _ \ / \ // \ \ \ w I / - \ / \ \ / \ / _0_5 Fc _ \ \ I THESE PLANS ARE AN IN5TRKNT OF 5ERVIGE AND ARE THE / 1.0 Fc / \ 1.0 Fc Q � 1 / / // � � �\ \� �/ // � ' - - _ � \\ \/ / /� I.o Fc � \ \ \ I PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE ,`\ PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMEN510N5 AND SHALL BE RESPONSIBLE FOR FIELD FIT AND GiIIANTITY OF WORK.NO ALLOWANCE SHALL BE MADE 2.0 Fc \ \ l \ l 1 / / 2.0 Fc \ \ \ l \ / / \ \ \ \ 00 . O / / \ / \ �2.o Fc ` \ \ \ I NOTE: ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 1 ® I I I / \ \ II / / \ I 1 1 I / I / \ \ \ 1 TH15 LIGHT POLE 15 NEGLECT ON HI5 PART. DISCONNECTED d THEREFORE 5.0 Fc \ I I .O Fc I I I I I / \ I I I INOPERABLE ® p I I / / / \ I I 5.0 Fc • Peconic ('10 00 To 0 0 0 � 0 0 I Recycling 00 0 - - - - - - - ° I - 000 0 0 0 ° 560 Commerce Drive \ 0 _ 0 0 m Cutchogue, NY 5 4q°l2 " 0 0 0 0 (��%\ 51TE LIGHTING 00 00 PLAN CORPORATE R O A D (� 6-24-2015 DIS DATE %?) 4 APR 14 2016 A5 NOTED SITE LIGHTING FLAN Southold Town SCALE OF 2 L-I 1" = 20'-0" Planning Board DRAWN BY A5 CHECKED BY DD I IDAA 1311 0 13 V I I DiGiovanni & Associates I Architects 0.1 fc 0.1 fc _ �1 f 0.1 Fc _ 0.1 10 0.1 fG_ - - - X � % - - _ � 0.5 Fc \ `\ ' - 26prestonavenue sea cliff, ny 11579 1.0 FG I.O FG 1.0 fc/ 24 / 1 �o \ �, \ I I/ /' �\ \ II / / \ I\ /I /I / /�� 2O � \ fax(516)7 75967 38 \ �A Fc \ I 5A FG 5.0 fc \u, // ( / 1 1 r ( / 0� _ - _ 13-130 ;I SOI OI /vl CNI- u°i ° nl \ SOF NEW 4�� \ /.�I - 4I OS f� .2 o� p PROPOSED 15TORY Bll I LD I N5 OCCUPANCY GROUP F-1 3 CONSTRUCTION GLA55 2b - SPRINKLERED D AREA = 32,000 sc�. ft. 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THE ARCHITECT.INFRINGEMENTS NULL BE 2.0 fc l \ \\ / \\ // \ // //' 2.0 fc \ \ / 1 // ' ` ` \ ' I CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND _ _ _ \ / \ / \ \/ \ / \ / / / ' - DIMEN51ON5 AND SHALL BE RE5PON51BLE FOR FIELD FIT 00 I / / / / / \\ \ / / \ \ \ / -2.0 f c \ /\ > / // // SHALL BE MADE ON THE BEHALF AND GJAINITITY F ORO,THE NO ALL TOR FDR ANY ERROR OR 1 / NEGLECT ON HI5 PART. (( \\ I I I / 5.0 fc` \ I I I 11 II I / O fc` 5.0 fc, o f I I 1 I .I .2 I .21 Lf) 11 1\ 1\ I (/ \I 1 �\ / 1\ \ l\ ` (/ \I / 1 I / 1 I /' \\ I °I/ I °I / °I - �I Lf'\ 0 08Peconic 0 . 0\ ° 0 /�\ \\ Recycling �0 0 0 - - -\\ �� - o i- 0 0 0 560 Commerce Drive \� O O O O O O O 0 \ 0 \ 21 o m s 4a° - - - - - - - - Cutchogue, NY 0 o _ - - o 51 TE LIGHTING 't JAN Q n 20,6 PLAN CORPORATE R O A D ' `m.__�'�"�"� "' 6-24 X015 DATE SITE L I OHT I N/-- PLAN l\ 1� I A5 NOTEDI OF 2 lJ LJ l�t� V SCALE ic dA DRAM BY A5 GHEGKED BY DD � I 5URVEY Of LOT G N, A5 5HOWN ON A CERTAIN MAP ENTITLED "MAP OF NORTH FORK INDUSTRIAL PARK!' FILED IN THE OFFICE OF THE CLERK JANUARY 27, 2005 A5 FILE NO. 1 12 15 51TUATE . CUTCHOGUE W �� TOWN : 5OUTHOLD 1-30 ,� �\,\ `�G�T�:,�,;- 1<7000< 5UKVEYED 05- 14-2014 INV 5UFfOLK COUNTY, NY 6, �0 UNDER CONST. OG- I G-2014 0 - FINAL 0323-2015 SUFFOLK COUNTY TAX # Co 1000 - 95 - 2 - 5 CERTIFIED TO: 0 0/". 0 0 FN SUFFOLK COUNTY INDUSTRIAL DEVELOPMENT CORP.; SOUTHERN WASTE SYSTEMS, A LIMITED LIABILITY COMPANY; 413�11 0 NORTHFORK RECYCLING PROPERTY, LLC; CO) FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC /E �3 HEALTH DEPARTMENT DEFERENCE NUMBED: C 10- 13-0002 0 0 0 eL 0 . 0 0 h 0 0 0 110 0 \ �o \ I�rx s / b 0 0 T 0 0 0 4 00 0 00 (D 0 0 co All 0 0 C, C) Xg 0 0 � �rn � Jam/ �3 0 0 ( > 0 0 6 1 0 V, Q11 0 0 �0 0 9713 4S (73, U) X 0 N/ A \ / J / O / - .9 ffin c W LEGEND: j ro 0 N LINDEN TREE O ' '' _ / r1 �� / � ro- CHERRY TREE � 99 QV MAPLE TREE \\ \ o��ti a, / O / C,[� \ / G� SPRUCE TREE C?x00 0 y, 0 X_\ 0 / oDEECH TREE 0 00 :�� - I, 0 X BIRCH TREE AR15ORVITAFf 0 AZALEA \\ ///� � ,%� ��" �� / o SURFACE MOUNTED LIGHT lo� 0 00 C) MANHOLE COVER 4, 00 0 CATCH BASIN 000 0 0 Ovo 0 0 6 oL "IAGt F OL OL OL OL SEPTIC LOCATION A B C 5T 25' 2 2' JUL 12015 - 2-15 .00 LF 1 37' 371 LP 5 G 4 7.51 Southold Town LP3 4 P 20 Planning Board NOTES: Unauthorized alteration or addition to a survey mal, bearing a licensed land surveyor's Seel is a MONUMENT FOUND violation of section 7209, sub—division 2, of the New York State Education Law." CHAIN LINK FENCE JOHN C . EHLER5 LANDSURVEYOR "Only copies from the original of this survey marked with all originnl of the land Surveyor's SNC.E stamped seal shall be considered to be valid true copies" IS EAST MAIN STREET N.Y.S. LIC. NO. 50202 "Certifications indicated hereon signify that this survey was prepared in accordance with the ex— sting Code of Pro�fice for Land Surveys adopted Area = 120,002 5q. ft. RIVERHEAD, N.Y. 1 1 90 1 3G9-8288 fax 3G9-8287 by the New Yo4 State Association of Professional Area = 2.7549 Acres Land Surveyors. Said certifications shall run only 11 lcn�1151andland5urveyor.com to the person for whom the survey is prepared, GRAPHIC SCALE 1 30' 10 LAND and on his behalf to the title company, governmen— tal agency end lending institution listed hereon, and 7-7- to the assignee- of the lending institution. Certifica— I OG-2331 tions are not transferable to additional institutions DAA DiGiovanni Associates Architects IT C Y C L I C 0 N C R 26 preston avenue ` sea cliff, ny 11579 (516) 671 - 3624 Affle ® fax(516) 759-7138 .qk13-130 0 <<c. p\G I O � Vq 7�7 DI IV Ne 11 Urk 0) 60 Comm C Utu i0gUL; q W • �r I ST� E I TEMPORARY OUTSIDE STORAGE 1 STRUCTURE- METAL FRAME H/ I - FABRIC ROOFING. (PLASTIC BALE 1 5 5 .0 E D I STORAGE) TO BE RELOCATED 1 (SEE DWG I � 1 I m I O N 4cl°12'30" E _ _ _ W ® ® ®® ® ®®®® ® ® LLI a s PROJECT LOCATION I w ROAD RE A7 0 W '- Q m I TU7HILL ROAD z � I ZPFIOP05ED 1 CONCRETE MIDDLE ROAD I SURFACE � // I I J I O w I > , Q1 r MMM , LOCATION PLAN o PROPOSED I STORY BllILDIN6 ° -� NTS , OCCUPANCY GROUP F-I � CONSTRUCTION GLA55 219 - 5PRINKLERE1) 1 AREA = 52,000 s(�. ft. LU V 76, I q w BUILDING CODE ANAL"I' IS r 45'-0" R.Y. Chapter 3 - Use a Occupancy Classification O 306 Industrial Group F Business B - Accessory Office 3062 Moderate Hazard Industrial Group 5-1 oW J H TBOX AND X� Chapter 5 - General Building Height 4 Areas TR N5FORM b J 1 503 General Height 8 Area limitations 8'-5" F Y b 6 I Table Allowable height 8 building areas 200'-0" 503 Type 25 = 15,500 sf and 2 stories 506 Area Medication 506.3 1 Story SPRINKLERED BLDG = 300% Increase 15,500(3) = 46,500 W° I Actual Max building area = 34,205 sF and I sty a z ZPROP05ED 34,205 < 46,500 - Therefore OK CONCRETE I Chapter 6 - Types of Construction SURFACE7 I 6022 Type 1 4 11 - Non-Combustible Table 601 Fire Resistance Ratings Type IIB - 0 hour rating For, all components 6-5-2015 REMISED PER AS BUILT - Table 602 Fire Resistance rating for exterior, walls based on Fire separation distance REVI5ED TRUCK SCALE LOCATION, O Type IIB construction greater, than 10' separation and less than 30' = 0 hour PARKING, ADDED TRUCK PARKING, rating required For F-I occupancy UPDATED PLANTING AREA, ADDED 0000 I 30'-O" minimum separation provided, Therefore OK FLAO FRAME OLE 4 OUTSIDE METAL CANVA5 STORAGE ON I _ i ADJACENT PROPERTY 8 TRANSFORMER z Chapter 7 - Fire Resistance Rated Construction AREA p "104 Exterior walls I m -J -. -' I -704.8 Allowable area of openings shall not exceed values per R E \/ 15 1 0 N S 1 w _ table "104.8 I I w (11) 10'-0" x 30'-0" PROP05ED 6" HIGH _ 7Table Fire Separation Distance = Greater than 5' to 10' THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE 04.8 Footnote g - buildings wr w hose exterior, are not required to be fire QI PROPERTY OF THE ARCHITECT.INFRINGEMENT5 WILL BE TRUCK PARKING 5PAGE5 CONCRETE resistance rating shall be permitted to have unlimited unprotected openings PROSECUTED. p (TYPICAL) 501-01, min separation - Table 602 required no rating therefor, unlimited O O unprotected openings permitted and provided. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND 0 ® 10'-0" 706 Fire Barriers - used for separation of single occupancy into fire areas DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT I ® (TYP Q i 302 Required Separations of Occupancies AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE U?I qD= , tble 302.3 F-I to B = 3 hrs ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 160 m 3022 Accessory Use Areas shall not be req'd to be separated by fire barrier NEGLECT ON HIS PART. 117 O0 q if accessory area does not exceed 1096 32,000 3200 sf(0.10) = 4 ` GATE NUMBER 2 _ 1 p 2,205 < 3,200 therefore OK FLAG 00 0 - - - 0 (50-'-0-" HIDE SLIDING 2 J Chapter Q - Fire Protections S stems Peconic 0 n O GATE) O POLE C105 Sprinkler S stems 5 4G° 23 O 0 024' 8032.3 roup F-I Recycling O O Re wired if fire area exceeds L2,000 sf 00 00 Provided Chapter IO - Means of Egress 560 Commerce Drive Table Maximum Floor Area Allowance per, Occupant CORPORATE R 0 A D 1003222 500 sf/occupant - Warehouse Cutchogue NY 100 sf/occupant - Business areas Table Egress width 10032.3 02"/occupant - 3'-0" door = 180 occupants Actual persons per, 3'-0" door = 13 5� 13 < 180 Therefore OK TE 1015.1 250' max travel distance with a sprinkler system �� i ' Actual max travel distance = LI� 25', Therefore OK Dead ends - 20' maximum if more than one exit is required No Dead Ends Corridors, Therefore OK p � � � Q � l� 11/1/2013 SI TE PLAT `4 DATE I JUL 2 1 2015 A-- I A5 NOTED A-Old Town 1" = 30'-0" Planning Board 5 C A L E I OF 8 DRAWN BY J6 CHECKED BY DD I I FE DAA A B G D <.1Q E F G H DiGiovanni & Associates Architects I I I I I I I I 26 preston avenue sea cliff, ny 11579 200'-O" (516) 671 - 3624 5'-0" -O' 22'-0" 28'-0" 28'-O" 28'-0" 28'-0" 28'-0" 22'-0" '-O" '-D" fax(516) 759-7138 I 2 2 p,RCH!CT / �\GIOVj IbLT I I I F I I T E15P �0 Q cV 186�� TYPE-2A FIRE EXTINGUI5HER p O (TYP) N � N I I I I SSU E D 5 0 0 io r ry 8 Io'-o" I I I I I I TYP. TYP. PITCH SLAB 2" (TYP.) <M, 3 Q -4 o I i 28'-O" ` I TRANSFER 8 I I ANSFER (ENTER 26149" I ' (NON HEATED) 31,5225f/500 = 63p ® — — — — — — — — — — — — LAB 9P i —� 2" (TYP.) 12'-0.. I I — — — — — — — — — — — — — — — - - 5PRNK. ELECTRIC WATER OGKER ROO ROOM o ROOM 22W/100 °3p - � I ! -o EX L1O ! I I I I I I Io' " �— I OFFICE TOILET a ®F° 1965P/100 -2 I u _90 I � 6 J I I I I I I I ° H/G O I © TOILETQ 15 ry ® FtE• OFFICE 1035F/IOO =2p I I I I r I I p j FULL HT.GLASS ry1 i 10'-4" 4'-b" 12'-0" I 6-5 2015 REVISED PER A5 BUILT - i 10OFF� CONFERENCE j REVISED DOOR LOCATIONS,,UPDATED ry ROOM OFFICE PLAN O o ® 3100/100=4p 11.12014 update office 151 ONS OFFICE/ © I RECEPTION THESE PLANS ARE AN INSTRUMENT OF 5ERVICE AND ARE THE Q3sf/100:Ip 4'-0"5LIDINCO o DOOR ! PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE 6 PR05EGUTED. I GENERAL OFFICE AREA i I I I CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND II I- EX LT 3105MOO DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT =4p o I /� AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE N COUNTER v_ �/ ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR — j I NEGLECT ON HIS PART. 3 m I TYPE-2A FIRE EXTINCJ15HER COUNTER — X LT EX LT I EX LT Q a- (TYP) � — 13p Peconic O _ - __ - - - - - - Recycling NOTE: m -o'I '-o' -o' '-o' -o' '-o' -o' -o' -o' -0' I m¢ 5'-o" I6'-O" -0' '-0' 6' 0" 22'-O" 6' 0" 22'-0" 6' O" -O' 25'-0" 22'-O" 6' 0" 22'-0" -o" 25'- 560 Commerce Drive I. OFFICE HVAC TO BE GA5 FIRED SPLIT SYSTEM - TO BE FILED UNDER 28'-O" 200'-0" SEPARATE APPLICATIONUL* Y N 2. BUILDING 15 100% 5PRINKLERED - TO C OgUe, 1V 1 BE FILED UNDER SEPARATE APPLICATION 3. FIRE ALARM SYSTEM SHALL BE INSTALLED A5 REQUIRED BY NYS BUILDING CODE TO BE FILED SEPARATELY FLOORQ ¢� PLANS 2 FIRST FLOOR f LAN 11/1/2013 3/32�= ErC0VE DATE JUL 21 2015 A5 NOTED 5 C A L E 2 OF 10 Southold Town DRAWN BY JB Planning Board GHEC+cED BY DD I 00 � ALUM. LEADERS $ CJTTERS DAA CONNECT TO UNDERGROUND DiGiovanni517E DRAINAGE SYSTEM (TYPJ (:� WALL PACK LIGHT Associates METAL STANDING SEAM i i i i i i ROOFING (TYP.) ! ! FIXTURE (TYP) ii Architects I I ! ! I I I i i t I i I Ii i v- i i I I i i I i cn i i i i i i I I i 26 preston avenue I METAL STANDING SEAM ! ! I I ! I ! sea cliff, ny 11579 (516) 671 - 3624 ROOFING (TYP) fax(516) 759-7138 i i i I j I I I � O O �✓—�3O ARC r INSULATED METAL j oP. qti 0 SIDING IN OFFICE o Q � r �+ AREA (TYP) INSULATED GLA55 IN o ❑ l �r ALUM. FRAMES _ = 1 ! Ist FLOOR SLAB ;i TO Ist FLOOR SLAB or- TO NES DATUM EL. +0'-0" BRICK VENEER METAL SIDING ELEGTRIG OPERATED (TYP) METAL ROLL UP 1 5 5 U E D EAST E L E Y/A T I O I `�I� DOORS (TYP) ALUM. LEADER5 d GUTTERS H G F E CONNECT TO UNDERGROUND WALL PACK LIGHT 517E DRAINAGE SYSTEM (TYP) Y Y i i i i i METAL STANDING SEAM FIXTURE (NP) I ROOFING (TYP) I I I I I I I 1 1 I Ak I I I I I I I I I I I i I I i I METAL STANDING SEAM ROOFING (TYP.) ! I I I I I i I I I m III m II ll I I I i I IHIH - INSULATED METAL ' 510INO IN OFFICE _ ry Il II i i i i AREA (TYP.) o �i ll i it i _ �r BRICK VENEER TO Ist FLOOR SLAB TO 15t FLOOR 5LAB + -0 I ! ! DATUM EL. 0 i DATUM EL. +0'-0" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ METAL 511ING _ (TYP) NEST ELEVATION A 2 i i WALL PACK LIGHT I I FIXTURE (";YP) I i METAL SIDING I I i i Al (TYP.) ! ! i 1 1 0.50- I o0.5 i i i i I I i i I i i i ii i I i I i i i i i i i i i i i i I i i i I i i i i i I i i i i i i L2 _ ! m o i I I I NZ I REV SD DOOR LOCAN 6-5--2015 REVISED RION5 - , _ ry ADDED WALL PACK LIGHTING I I I I I O p j i INSULATED GLA55 IN v ALUM. FRAMES R E V 1 5 1 0 N 5 TO Ist FLOOR 5LAB ! _ i ' TO Ist FLOOR SLAB = o z ! I DATUM EL. +0'-0.". THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE DATUML. +0'-0" i_ _ _ _ — — — — _ _ _ _ _ _ _ z -1 — — — — — — PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE C - - � - - - - � � - - - - - - - - - - - - - - - � v,� - - - - - - — � � - - - - - - � BRICK VENEER - - � — - - � PR05ECUTED. ELEGTRIG OPERATED METAL 510ING ALUM. 6 GLA55 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND METAL ROLL UP NSULATED METAL WALL PACK LIGHT(TYP) DOOR DIMEN51ON5 AND SHALL BE RE5PON51BLE FOR FIELD FIT DOORS (TYP) 51DING IN OFFICE FIXTURE (TYP.) AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE AREA (TYPJ ON THE BEHALF OF THE CONTRACTOR FOR WERROR OR 3 SOUTH E L E\'A T I O N NEGLECT ON LFH15 PART. A-2 3/32" 2 3 4 5 Peconic i i i i I I i i WALL PACK LIGHT iiij I!i I I ETAL SIDING FIXTURE (TYP.) (TYP.) ,r Recycling 0.5012 i -�O.5 TMITIT11 11111111111 i I I I I I 560 Commerce Drive I I I Cutchogue NY I I I ! ! m ELE V A I_IO�II `45 i i i i I N i li I I/I/�013 I ! i I TO Ist FLOOR SLAB D E C E DAT E C - - � - - - '" - - - - �a � - - - - - - - - - �I� - - - - - - - - - �I� — - - - - - - - �I� - - - - - - - - - - - - A—E:LECTRIC - - - - : —I DATUMEL. +O-O.. i_ _ _ _ Z _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �-- � — :1 JUL 2 12015 A5 NOTED 2 p METAL 51DING OPERATED 5 C A L E `� OF 8 (TYP) METAL ROLL P Southold Town DRAWBYNO�TH ELEYATIO Planning BoardQ JB A 3/32" = I'-O" CHECKED BY DD I I Al B1 ® ® G � ll L -H ® ® D ! TAO DOOR SIZE THK D O 0 R FRAME SADDLE DOOR STOP RATING REMARKS I^I D I G I ova n n i TYPE MAT'L HDWR DOOR HARDY BARE I 16'-0" X 15'-0" A MTL MTL --- Associates ELECTRIC OPERATED ROLL UP DOOR - PROVIDE WEATHER STRIPPING la 1a 2 22'-011 X 26'-0" --- A MTL MTL --- ELECTRIC OPERATED ROLL UP DOOR - PROVIDE WEATHER 5TRIPPING Architects II TYPE I: PROVIDE LEVELED HARDWARE - ENTRY W/KEY ONLY, IN51DE ALWAY5 UNLOCKED. 3 X22110 --- A MTL MTL --- ELECTRIC OPERATED ROLL UP DOOR - PROVIDE WEATHER STRIPPING TYPE 2: PROVIDE LEVERED HARDWARE, LOCK 4 UNLOCK BY KEY FROM EITHER 510E. 4 3 -0 X 7 -0 1 5/4 B H.M. H.M. ALUM. 2 PROVIDE WEATHER 5TRIPPING & GL05ER5 IN51DE ALWAY5 LOCKED m - - - - 3'-0" X 7'-0" 13/4 G 5G WD H.M. --- 2 • 26 preston avenue TYPE 3: LEVERED LATGHING HARDWARE, PUSH BUTTON LOCK IN51DE, EMEROENGY RELEASE OUT5I0E. sea cliff, ny 11579 la qP 6 51-011 X 71-011 15/4 E 5G WD H.M. --- 2 • TEMPER OLA55 SIDELIGHTTYPE 4: PROVIDE LEVERED HARDWARE - BOTH51DE5 ALWAYS UNLOCKED. (516) 671 - 3624 ___ fax 516 759-7138 13/4 G SG WD H.M. 4 TYPE 5: PROVIDE LEVELED LOCKING HAIRDWA�RE, fax( ) 5 51-0" X 7'-0" 1 5/4 G 5G WD H.M. --- 5 • LOCKED 4 UNLOCKED W/ KEY FROM BOTH 51DE5. q 1'-10" X 7'-0" 13/4 G 5G WD H.M. MARBLE 3 • H/G/ SADDLE GL05ER5 TYPE 6: PROVIDE ARCH. PULL5 4 GL05ER5. DEADBOLT LOGKING HARDWARE 13-130 3'-0" X 7'-0" 1 5/4 B H.M. H.M. 4 • PROVIDE CLOSERS LOCKED I UNLOCKED W/KEY FROM BOTH 51DE5. PSp ARCyj�' i 1 11 13/4 D ALUM. ALUM. ALUM. 6 °I GIO�ticT ELEGTRIG � SPRINKLER / ! II (2) 3 -0 X 7 -0 � P. q LOCKER ROOM ! c, o ti ROOM Uj WATER 22asf/loo ; 12 5'-0" X 71-0" 15/4 B H.M. H.M. I PROVIDE GLO5ER5 ' ROOM =3p = 13 2'-6" X 71_011 15/4 B H.M. H.M. 4 • p r 14 3'-0" X 7'-0" 13/4 B H.M. H.M. 5 • PROVIDE GL05ER5 s T 18'NE�'�pQ ry f E OF 2 VAI N D S C H E D ll L E 155V E D MARK R.0 OPERATION OPERATION WIDTH HE IOHT IN5ULATED OLA55 IN THERMALLY BROKEN ALUM. FRAMES U= 0.3 MAX. A 4'-0" 4'-0 FIXED ! ! ! 1O I E LT i 4 �� _-2 2 O�' 1'-6" 2 H.G. TOILET A5 MANUF. 2 FRAME '-O0"" x 3'-0" MIRROR N IO BY KOHLER OR APPROVED O ® ! 2'-6" 5 EQUAL (TYP.) PL COUNTERTOP and 4" Q i i -0' 2 2 i BAGKSPLASH with DROP = 2'-O" IN LAV and LEVERED 10'-411 4._6.. �,_O„ E.F. U o 3-4 I I/2"� S5 OILO I FAUCET TO COMPLY TO F' 3'-6" 1'-0' CURRENT ADA STANDARDS TOILET F.D. ! r= GRAB BARS - 3'-0" A5 MANUF. BY KOHLER OR ! _ 200 1 /, 11 � I y� 55 GRAB 1 1/2"(P 55 PROVIDE SOLID Q - _ ROOM _ GFM j � - BARS (TYP.) GRAB BARS - , m APPROVED EQ. m O1`F - - ! / m - BLOCKING (TYP) H/G o - 3'- PROVIDE 50LID 1165f1100 =2p� 1 I 1 TOILET '- BLOCKING (TYP) H.G. TOILET AS - MANUF.BY KOHLER 1 s - oOR APPROVED 5/5 PAPER o p HOLDER EQUAL (TYP.) N N � I ; i I I TOILET ROOM PLAN ELEVATION 0. - - I n nELEVATION I - - - ® �'-t%" NANDIGAPPED BATHROOM U4' I'-0' NANDIGAPPED 15ATFROOM I/4' I'-0' 2 0 MANOWAPPED TOILET ROOM V4'.1'-0' N © _ H/G _ TOILET ; 2 H/G TOILET PLAN 4 ELEVATIONS 1 O 15 ! NOTE: SE H/G TOILET A-5 N I O GFM1/4" = 1'-0" PLANS ON D G. A-5 FOR ® E.F. F ADDITIONAL INFORMATION i 1035f/100 =2p O CLEAR CLEAR O TEMP. TEMP. OLA55 / GLASS aC FULL HT. GLA55 (TMP) i ELECTRIC 2 OPERATED \ / PULL \ O ! 3O ROLL UP \ io DOOR - - I 10'-4" 4'-6" [2'-0" TYPE A TYPE B TYPE G 10 TYPE 0 TYPE E I ! 3 DOOR TYPES OFFICE - A-5 PAINTED METAL PANELS 3 5/8" METAL STUDS 16" O.G. 105sf/100 =-')pN NTS ON 8" METAL GIRTS ® W/ 5/8" GYP. BD. EA. SIDE - 8 METAL GIRTS -2'-0" O.G. O CONFERENCE W/ METAL LINER PANEL, 6" BATT. ! ! 0,2'-0" O.G. (HORIZ.) W/ � � PROVIDE ACOUSTIC BATT. 6-5-2015 REVISED PER AS BUILT - ROOM N METAL LINER PANEL ON IN5UL @ BATHROOMS. PROVIDE ! IN5UL. & 5/8" GYP. BD. @ UPDATED OFFICE PLAN iMOISTURE RESISTANT GYP. bD. i 310sf/100 =4p INTERIOR --�- IN BATHROOMS OFFICE SIDE. INSULATE TO HT. 2 OF OFFICE ROOF ONLY 11.12014 Revide Office Partitions - i ! <�> SAME A5IN� EXCEPT PROVIDE 6REVISION S dJ i " BATT. L. a 5/8" GYP. BD. FIXED BASE TO HAVE DENS TY GLASS ON EXTENSION TYVEK THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE � PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE I HOUSE WRAP $ BRICK VENEER PROPERTY O FINISH W/ GALV. METAL TIES @ © FULL HT. GLA55 i D. 1'-4" O.G. MAX. - PROVIDE i TYP i BLOCKING AS REQ'D CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND I i DIMEN51ON5 AND SHALL BE RESPONSIBLE FOR FIELD FIT I - i AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE OFFICE/ ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR RECEPTION 4'-O" SLIDING 5 WALL TYPES NEGLEGTONHIS PART. Q g3sf/100 =Ip DOOR -2 A-5 NT5 2 _ ROOF- - - - - - - - - - - - - � — VTR - - - - - - 3_V - - - - - - - - - - - - -•- - -- �- - - - - Peconic Recycling�� 211 (2) 4'-O" x 3'-0" WINDOW 2 2" 2" HD. HT. 1'-0" AFF I2" 11 in 11 EX LT GENERAL OFFICE I I/ " I I/2" I 1 2" Ti- " I " — I-2 560 Commerce Drive / I/2 1 1/2 qP AREA 2'1 211 211 15705F/100 = 4p _ z WB 54 55 WB WB 1 I 11/2" Cutchogue, NY a COUNTER O i !"iG WG WG m B" FAI FIRST FLOOR 3 Fp urinal SCHEDULES I$ 11 EX LT Ith EMERGENCY LIGHTS ! _ 11 211 �� (TYP LL EXITLIGHTS) 2� ,_6„ � - - - - - - - - - - - - - - - — 211 - - - - - - - - I I/2" I I/2" I I/2 41,— 41 4 - - - - Q i % 3 10 411 I 311 4 2" 4 11 O I COUNTER 11/1/2013 4" A A A CONNEC,T TOSAN TARP YSTEM 4 HOUSE TRAP D E C� E V E DATE la la I l5 U A5 NOTED PARTS AL PLAN 4 PLUMBINO RISER DIAGRAM JUL 2 1 2015 SCALE 5 OF a DRAWN BY J15 hold Town '°�-5 I/4" = I'-O" A-5 NT5 PlanSouta ng Board CHECKED BY DD I I D AA DiGiovanni & Associates Architects 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 13-130 PEp ARC//TF p1G10� LU OP 22 cc EX/EM m in EX/EM O� LT d LT ST 186 EXIT LIGHT and EMERGENCY EOFN LIGHT ON BATTERY BACK VP(TYP) W-4" 201-0" 201-0" 0'-0" " 201-0" 20'-0" 20'-0" 201-01, 0'-0" I I I I I I I 1551) EC> 0 Cp 0 r r 6 6 1" f' I I I I I I I I I I I I I I I I I I 6 6 r r r F r 1% .I I I I I I I I I T — — — — — — — — — — — — — — — I I I I I I I I I r '- XL TT -:it 6 2'-0'X 4'-0"ACOUSTIC TILE CEILING IN I I I I I I I SUSPEION 5Y5TEM.CENTER GRID IN ROOM UNLE55 OTHERWI5E NOTED-CLC,HT= 10'-0" 6-5-2015 REVISED PER AS BUILT - ADDED EXTERIOR LIGHTS AND REVISED DOOR LOCATIONS 11.12014 update office 1 6 I I I I I I I I r REV 1 5 1 O N 5 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PRO5EGUTE0. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMEN510%AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE T 6 ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR EXIT LIGHT and EMERGENCY LIGHT ON �-- NEGLECT ON HIS PART. BATTERY BACK UP(TYP) EX/EM LT q 4" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" D C CED �IC ' Peconic m REFLECTED GE I L I NO LEO END JUL 21 2015 EX/EM EX/EM Recycling LT LT Southold Town 0 0 -2' x 4' RECESSED FLUORESCENT LIGHT FIXTURE Planning Board EXIT LIGHT and EMERGENCY with ELECTRONIC, BALLAST, (3) 32 WATT LIGHT ON BATTERY BACKUP YP1 LAMPS and PARABOLIC LOWER (3 x b GRID PATTERN) 560 Commerce Drive ❑ 2' x2' RECESSED FLUORE50ENT LIGHT FIXTURE Cutchogue, NY with ELECTRONIC BALLAST, (2) 32 WATT U LAMPS and PARABLIG LOWER (3 x 3 GRID PATTERN) LIGHT ALARMS X ED SERIESHwith TTINO EIMERGENCY BATTERY PACK DIODE LAMP5 osmonof REFLEGTED GE 1 L I NO 0" x II IL2" x2 5/8"). DIRECTIONAL ARROWS per,PLAN MTD a V-O" off PLAN R E F L E G T E D G E I L I N O F'L A N EMERGENCY LIGHTS with BATTERY BACKUP 1 (2 or,3 HEAD see plan) A-6 -all 11/1/2013 0 SPRINKLER HEAD (RECESSED CONGEALED CENTER IN GRID) PER CODE D A T E OBAYLED IbN HIGH BAY FIXTURES BY RAB LIGHTING OR APPRV'D EQUAL A5 NOTED SCALE 6 OF EXTERIOR LED WALL PACK (TYP) DRAWN BY JB CHECKED BY DD � I I 44'-0" I PARKING LEGEND Rect'd = 28 spaces D tkA TEMPORARY OUT5IDE STORAGE 5TRLO - i App'd 2008 plan = 28 spaces METAL FRAME W/ FABRIC ROOFING. (PL STIG I Proposed = 28 spaces D i G i ova n n i &p BALE STORAGE) TO BE RELOCATED PROPERTY LINE m 6-0" HIGH i PROPOSED 6" CURB I D Associates CHAIN LINK EXISTING CONTOURS LANDSCAPE COVERAGE NCE (TYP) ReRd = 35% _ 120,000 Architects 20'-4" 26'-O" 20'- 25' PROPOSED b" (P 5DR 60 (0.35) = 42,000 10 TO 42.5 10 TG 42. App'd 2008 Plan = 182% N 41012'30" E BG 42.0 BG42. 336.54' 120,000 (182) = 21,840 _ ® GRAVEL/LANDSCAPE DRAINAGE 26 preston avenue Pro 0 x 16' DEEP RINGS posed Landscape Coverae gsea cliff, ny 11579 14- = 15,10/120,000 = 12.645 LU (516) 671 - 3624 lip15 v' ZROF05ED = ZPR POSED GONG. DRIVE A15LE +42.4 , O fax(516) 759-7138 O I� I ASPHALT DRAINAGE GONG. DRI E O d (3) 10 (P x 10 DEEP RINGS o f W i 0 ry ry TEMPORARY OUTSIDE PLASTIC BAI ORALE STAGING AREA AWAITING TRUCK LOADINGkn 13_130C4 ROOF DRAINAOE �p ARC&/ +43.4 200'-0" BG 43.3 (11) 0' (V x EV DEEP RINGS `�IoP VIGIOV, +43,4 SEPTIC SYSTEM +4 O BG 42.5 2 (4) 10' 0 x 8' DEEP RIN05 r A Q TO 45.0 G PROPOSED CONCRETE DRIVE DRAINAGE ZONCRETE EL. BG 42.5 (2) 10' (P x 5' DEEP RINGS PAVING +43.4 FLOW ARROWS P 155UED •�] POLE MOUNTED FIXTURE 14' HT. 51NOLE Q. FIXTURE ON 2'-6" GONG BASE / O ZONCRETE 42.1 EXIST. SPOT ELEVATION. O PAVING + EL.Iq.68 ELEVATION. TO 42.5 TOP OF CURB ELEVATION G O 6642.0 BOTTOM OF CURB ELEVATION p ® _� 6'-0" HIGH CHAIN LINK FENCE Q PROPOSE® STORY BUIL D I NO FENCE (TYP) o OGGUFANGY GROIF F-1 WATER 3 GONSTRUGTION GLA55 2b - SFRINKLERED E43. 0 CBO PROPOSED 3 2L. AREA = 32,000 Sq. ft. I TO 45.0 CATCH BASIN M (�ill BG 42.5 BG 42.5 � TO 43.4 .� BG 42.5 rn � T.O. FIRST FLOOR ®RAINACE GALGULATIONS � � C � Q � EL. +43.5 TOTAL PROPERTY = 120,000 sc[/ft WATE9 TAP - LOGA ION TO � GRAVEL AREA = 53,520 sc�/ft I JUL 2 2015 ROOF AREA = 34,205 sq/f t BE VE IFIED I r Southold Town ASPHALT SIDEWALK AREA = 11,205 sq/ft Southold own 45'-0" R.Y. LANDSCAPE AREA = 15,110 sc[/ft (excluding new cont. drive) Planning A 6 ard -j PROPOSED NEW GONG. DRIVE = 5,100 s(�/ft (( PI G - CALCULATIONS BASED ON 2" RAINFALL rn v ' GRAVEL = 53,520 sc/ft x 0.161 x O.cfO = 8,044 cu/ft REQUIRED TO 43. '- , ROOF = 34,205 sc[/ft x 0.161 x I = 5,111 Gu/ft REQUIRED BG 42.5 = 0 A5PH/5IDEWALK = 11,205 sc[/ft x 0.161 x O.qO = 1,684 Gu/ft REQUIRED `i' LANDSCAPING = 15,170 sq cu/ /ft x 0.161 x 0.30 + 160 Ft REGUIRED HOTBOX AND 00' 28'-O" TG 432 PROPOSED GONG. DRIVE = 5,g00 s /ft x 0.161 x O.qS = q36 TRANSF RMER w �' BG 42.6 q 6 '-5" F.Y. v ~ TG 43.4 200'-0" (I) 10' x I' RING = 68.4 cu/ft BG 43.1 EL. EL+43.4 EL. ' +43.4 o +43.4 GRAVEL = 8,044/68.4 = 117 lin./ft USE (8) 10' 0 x 16 DEEP POOLS = 128 LIN. FT. ROOF = 5,711/68.4 = 84 lin./Ft USE (11) 10' 4P x 8' DEEP POOLS = 88 lin./ft o ° A5PHALT/51DEWALK = 1,684/68.4 = 25 lin./ft USE (3) 10' 0 10' DEEP POOLS = 30 lin./ft L LAN05GAPE = 160 / 68.4 = II lin./ft USE (1) 10' (P 16DEEP POOLS = 16 lin./Ft o PROPOSED NEW GONG. DRIVE = 856/68.4 = 14' U5E (2) 10' 0 x 8' DEEP POOLS = 16 LIN. FT v o - TO 42. BG 42 6'-0 HIGH � 6-5-2015 REVISED PER A5 BUILT CHA N LINK CONCRETE - (( i REVISED PARKING, ADDED TRUCK FEN E (TYP) PAVING PARKING, UPDATED PLANTING AREA, TO 43.0 C ENERAL NOTES ADDED FLAG POLE e OUT5IDE METAL BG 42.5 FRAME/CANVAS STORAGE ON ADJACENT PROPERTY 8 ADDED All requ{rements specified in the code shall be adhered to as if they were called for or TRANSFORMER AREA i I 0 shown on the drawings. This shall not be construed to mean that any requirements set 0 2 I forth on the drawings may be modified because they are more stringent than the code requirements or because they are not specifically required by code. g2g2014 Revised I Truck Scale 50D 000 PROP05ED 6" HIGH .- � Location, Relocate parking, Revise curb Contractor shall obtain all necessary permits and arrange for all inspections as required and tree location rear of property, CONCRETE CURB I (TYPICAL) by appropriate building departments, health departments, etc. Certificates of occupancy, add cont. drive aisle a drywells TO r.3 V62 underwriter's rite 's certificates and updated final surveys shall be obtained by contractor and - BG 1.8 delivered to Owner, prior, to final payment. R E V 15 1 0 N 5 � m w I ANTILEVERED IO All work within the R.O.W. shall be in accordance with the standard details and LU specifications of the Suffolk County Department of Public Works or, NYS Department of THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE o I GATE 0 TO 42.5 Transportation Contractor shall secure required permits. PROPERTY OF THE ARGHITEGT.INFRINGEMENTSWILL BE LU I EMPLOYEE BG 42.0 PROSECUTED. PARKING Any and all questions concerning detailing and construction should be brought to the CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND i0 O I TRUCK PARKING SPACES I attention of the Owners Representative. DIMEN51ON5 AND SHALL BE RESPONSIBLE FOR FIELD FIT TG412.3 AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE BG 1.8 2 Contractor shall not scale the drawings; any discrepancies shall be reported in writing to ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR the architect for clarification. NEGLECT ON H15 PART. 00 - * TG 41.q 0 BG 41.4 , O&Nctuol conditions conflicting with proposed shall be brought to the Owner's (TYP Representative's attention. °D �» - ^ Peconic (� General contractor shall coordinate the construction schedule with the owner prior to the v`' ® ANTILEVERED 13 ' start of work. GATE � • �V 0 0 TO 41.6 T 41.6 TO 42.0 QAII existing conditions outside the property line shall remain undisturbed unless noted Recycling m 0 ° BG 41.1 B 4 .1 BG 41.5 wherein. 0 GATE NUMBER 2 0 0 (50'-0" WIDE SLIDING ' All utilities outside areas where grading or paving is taking place shall be left ` 0 GATE) _ _ _ undisturbed. 560 Commerce Drive FLAG 00 0 0 i N Location of existing utilities and sanitary and drainage facilities shall be verified by Cutchogue, NY POLE 0O O O O O 0 0 ° m contractor prior to installation of new work. The contractor shall verify by test hole prior 0 _ _ _ _ to start of work, the location, invert elevation and size of all existing facilities, services 5 4q°12 TO 41."1 32024' and stubs to be connected to. { 0 BG 412 0 ((�X11 All disturbed conditions noted to remain shall be repaired by the contractor, to original REV I S I ON TO APP D GROUND SIGN wit�r/INDIRECT LIGHTING `s i// `� // �� 00 O �// condition at his expense. SITE PLAN TO BE SHUT OFF BY 10:00 PM 0 0 Contractor shall stake out all work for approval prior to installation. 2 6'-O" HIGH CHAIN LINK All work must be done by mechanics or, workmen skilled in their, perspective trades 4 must FENCE (TYP) 1 be done in a workmanlike manner. 11/26/2013 CORPORATE R O A. D NOTE Throughout the construction process the contra- w tor shall maintain and keep all water from m This revised site pl n is for the purpose of illustrating approved changes to ponding, accumulating or draining into the building. All grading shall be away from the DAT E ksal the original Approv d Site Plan with approved stamp dated 8/18/08. All building and terraces and towards drywells or drains as in a manner towards natural I TE FLAN approved changes are so noted on this revised plan. The Approved Site drainage flow. A5 NOTED Plan with approval stamp dated 8/18/08 remains in effect for all other s c A L E I OF details that are not specifically noted as a change on this revised plan. All The disturbed areas around the proposed work shall be graded smooth, with a minimum of approved changes are noted as proposed or new (Excluding Bldg.) 245 pitch away form walls and sodded. Grades and pitches shall not exceed 3:1. DRAWN BY A5 CHECKED By DD I I N 4"-1012'50" E 280.42' rl E3 DAA ---------- �o o-1� I� °`� 'm DiGiovanni & I Associates _ Architects NO 26preston avenue sea cliff, ny 11579 I I (516) 671 - 3624 fax(516) 759-7138 I � I 15-150 RED ARCh. �5 DIG/�j TF I p Q� 1 165 I I I I TF NEVA I I I ' I I I55UED I I I I I I I I I I I I I I ' I I ' I � I I I I I I I II TRUCK TRAFFIC I ENTER FLOW ARROW(TYP) I I - 44'-O" � I I I TEMPORARY OUTSIDE STORAGE cn I STRUCTURE- METAL FRAME W/ PROPOSED 50'-0"WIDE TRUCK Of FABRIC ROOFING.(PLASTIC BALE ACCESS EASMENT m 5TORA6E) TO BE RELOCATED I ry I N 4q°L250" E w I- 10 O .200'-01, It Wl ZI i I I I PROPOSED I I STORY BUILDING OCCUPANCY GROUP F-I 7 I CONSTRUCTION GLA55 2b - SPRINKLERED � 3 i AREA = 52,000 ft. a 3 �OW �n— rn I00, rz �► i 6 0D-cl kn u I r �OLLI M I Q I I a goo'-o° PROPOSED TRUCK SCALE (IO'-O" X'75'-O" I MIN GROUND 60 TON TRUCK SCALE) I R E V 15 I O N 5 I I I I I II I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED. I � I CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND EXIT DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT ' I DOUANTITY FOF�CONTRACTOR NCE SHALL BE MADE ONTHE BEHALF OR ANY ERROR OR I ' NEGLECT ON H15 PART. I Lf)I � I • m Peconic O _ _ —i m - - - - - - - - - - - - - - _ - - - - Recycling 5 4q°L2'50" W 32024' 560 Commerce Drive CORPORATE R O A D Cutchogue, NY GOMPOS I TE - - - - - - - - - - - - - - - - SITE PLAN I I E C E Q U E 6-5-2015 I DATE I JUL 2 12015 ° GOMFOS 1 T E SITE FLAN A5 NOTED Southold Town L—I 1" = 40'-0" Planning Board 5 G A L E 2 OF 2 DRAWN BY A5 CHECKED BY DD 1 I - _0.1 Fc - - Fc D AIA- DiGiovanni & - - Associates \/ \ \ \ \ \ 0.1 Pc , , \ /\ n /\ / \ \ 0.1 Fc \ \ I Architects O.2--Pr'- - .5 PC / \ 0.5 c / \ O. Fc_ / \ _ 0.5 Fc - - _ . \ \ - 26 preston avenue 1.0 Fc / \ / y Lo Fc/ ' _\ \ \ o sea cliff, ny 11579 1_LOfc 1 I , - -I,l / \ / / 1, - I ,r.0Fr, / \ / _ _ \ \� \ d (516) 671 - 3624 \ I VI I / / so \I- I ° f� I 5. fc I \ / I �.O fc 5.0 Ic 5 O fc / \ \�i� I- \ I I o fax(516) 759-7138 Io7 \ /� OS• 1 \I ) � � / / \ / I \I \/ I/ I / I / / / �'` - � � , I \ 13-130 CkSO AP e� ,6- �o �I // /JI G/�� 1 .�I _2 1 .21 _ .2( Lill _ o of of °I °I - �t'�- °r \ II ` /o.1fc/ o.1fc _ko 1 5 5 lU E D T T o µl Fc PROPOSED I STORY BUILD N5 %'`\ x OCCUPANCY GROUP F-I GONSTRUGTION GLASS 2b - SPRINKLERED AREA m 32,000 s f t. �l� 10 rrrl -U'i I� / rn \ .21 , ° - I \�/ /l' \I /� �'/c� D � cc,� 0 0 oI of oLINf \ / �\ \ STI '< ��I .�I /�/ \ ,� ° � II II /X\ \451-0" < / y Cj 1-3 I \ I \ 10 Fc/ I.O Fc\ \ -Z / c Fc/ ISI / �. F�\ I V� 5. fc / \ ✓✓ / - - \ / o. Fc 1 I / j \ `6I I I I I I I /JC{I I\\ \I- cl / � � I. f l/ 1 �t {�- \' II� \ � � c� l 1 i'C - -�Li' lI \ � �II- ' I \ // I \ �� /I.O fs � _ I fps- /� \ //�.� fps\ \ // \ \ f - � I'6 F / / 1 y • OO. \\ \ / G fc / x 6 f I.O fc - T 0 )i7 10 1 \ y If „ J \ \ l 0.2 / / pc _ -� -/- 1 7 1 - 0.I Fc / Z9.5 fc/ / .5 fc/ \\ 0.5 fc� \\ // Oi // ti O - N 02 fry 02 Fc \ 011 Fc \/ 0.2 Fc \/ 0.2 fc / 0.2'Fc / 0 \ / // O.I Fc 0.1 Fc - - - O.I Fc O.I Fc O.I Fc 0.1 Fc \ 0.1 fc 0 . 00 O GREE LIGHTING LED GXA2530�fc - 0.1 Fc_ - \ \ I O.I fc \ \ RAB LIGHTING LED POLE MOUNTED WALL PAGIG LIGHTING EIXTDRF�,-MODEL � � � ' � \ \ / FIXTURE;MODEL ALED4T78 MOUNTED I \ --E WP6L03CZ MO.1)NTf`D J0'-6" ABOVE \ \} / / \ \ i = _ I FIXTURE; ABOVE GRADE - HOURS N GRADE---HOUR6 OF OPERATION DUSK / \ / \ \ \ ' OPERATION DUSK TIL 10:00 PM TIL 10:00 PILI (TYPICAL FOR 12- 5EF \ / GREE LIGHTING LED,rXA 3530 5000 � ALL / \ ELEVA�ON5) ' - O.S Fc - ` O \ / / - 0.5 Fc PAUL LIGHTING FIXTURE;MODEL E�W�LO6GZ \\ / \ \ / (TYPICAL) LU \ \ / MOUNT-ED 20'�-0" ABOVE`GRADF/- HOURS OF 0.5 fc CD -. / / / \ \ �O \ / / / OPERATIO DUSiG TIL 10:0 PM - W / / \ /\ / (TYPICAL FOR�I6 - SEE ELE,"TION5) / \ / / ' R E V 1 5 1 O iV 5 1.0 fc,LLJI PC 2.0 PC / -1.0 PC I.ofc - \ / / I / \ THESE PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE I // / // // / _ - \ \\ \\ /( // / / / - - ` \ \ \\ //\ /\ // ' / 2.0 Fc PROPERTY OF THE ARCHITECT.INFRINGEMENT5 WILL BE PRO5E(XTED. X5.0 fc \ \ \ / 1 / / X5.0 Fc \ \/ \ / 1 / // \\ \\/ \\ / \ / /// / \ CONTRACTOR SHALL VERIFY ALL FIELD CONDITION5 AND / DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT 00 . / // \\ \ I / \ \ \ \ / '5.0 Fc \ /\ ) / / / AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE \ I ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR v O ' I I r / \ 1 � I I � / 1 I I / I / / \ \I \ / 1 / I NE6LEGT ON HI5 PART. (( \\ ® I ° 10 PC \ I II II 11 I / 10 PC .i11 1 I // \ I III 11 I 1 I j / ;of\ \ \I of oI of o1 of o I m O \ \ \ \\ I\ \ / / // \\ / \\ // \\ \ I\ I // �/ /�`\ X 1 I I/ \I I /I I// I / 1 \ \ Peconic (� '\ o° Recycling\ -\- \ - \ " 0 00 - \ 0 - 0 0 0 0 ° Io 560 Commerce Drive \ - ° m Cutchogue, NY - - - - 0 \ 0 - � // 0 0 �`„ SITE LI5HTIN5 00 - - - - - - PLAN CORPORATE R O A D 6-24 2015 ME DATE SITE LIOHTINO FLAN o E C E � � E A5 NOTED SGAL E 1 OF JUL 21 2015 DRAWN BY A5 Southold Town DD Planning Board FC.HE6KED BY 1 ON DAA on DiGiovanni and Associates Architects 2searcliff, 11579 e .. Y ( 516)671-3624 fax#(516)759-7138 m. e-mail DAA93@msn.com January 6, 2016 � m , r- r Town of Southold Planning Board 54375 Main Street Southold, NY 11791 Attn: Brian Cummings Re: Peconic Recycling 560 Commerce Drive Cutchogue, NY SCTM 1000-95-2-5 Dear Brian We hereby submit revised plans addressing comments regarding exterior lighting levels Please a any questions and/or if additional documents that may be required. E � , Re, u Da Ah 6V�un�� 1 , aia cc: Jon . ._„ Pecork TOS 1.6.16 o DAA sso DiGiovanni and Associates Architects 26 preston avenue sea cliff, ny 11579 ( 516)671-3624 fax#(516)759-7138 e-mail DAA93@msn.com July 6, 2015 sbb p(6" Lr I\M.._ �&b(— Town of Southold E'Planning Board � �,- 54375 Main Street JUL 2 01 Southold, NY 11791 South Od Town Attn: Brian A. Cummings Re: Peconic Recycling 560 Commerce Drive Cutchogue, NY SCTM 1000-95-2-5 Dear Mr. Cummings: We hereby submit revised plans addressing comments from you letter dated May 7, 2015 as follows: 1 - DEC application was submitted prior to 12/13/14- (see attached letter. 2 - Fencing and gates have been installed per approved site plan 3 - A fabric roofed structure has been erected to store any materials located outside the building. An outside (temporary storage) staging area is noted along North side of building. This is a staging area where material will be loaded on trucks & carted off site. This is located adjacent to the North property line as noted on A-1, SP-1, SP-1.1. 5a- (11) 10x30 truck parking spaces noted along the southern property line. 5b - As built landscaping noted on attached as built survey. (enclosed) 5c - SP-3 Site Lighting Plan indicates exterior lighting including photometric information. All building exterior lighting noted on building elevations A-3. 5d - SP -1 indicates location of flagpole &ground sign. 5e - Ground sign lighting noted on drawing SP-1 6 - As built building conditions noted on drawings A-1 —A-3 &A-5 7 - A site lighting photometric plan specifying lighting fixtures is shown on drawing SP-3 8 - Exterior lighting shall be controlled by timers and will be shut off at 10:00PM as noted on drawing SP-3. Truck access and circulation through the site is indicated on Drawings SP-1.1. This circulation is for tractor trailer sized trucks and required use of the northern parcel. Please advise us on any questions and/or if additional documents that may be required. Resp, f,I� ed: , ,� Ii, ala cc �1 " 0Y Peconic TOS 7.20.15 5Z�Swpe? SWIMSSM57 COMMItants Ift INS MOMental 1891needfis 4 Brunsovick Dritpe,EasiNoWilyort,NY 17731 (631)368-3324 Facsindle M31).368-1524 July 12,2015 M.r.Jon DiVello Peconic Recycling and Transfer Coi.T), 560 Commerce Drive Cutchogrue,New York 11935 Re: Peconic Recycling and"Transfer Coip. 560 Commerce Drive,Cutchogue,New York 11935 New York State Department of Environmental Conservation Permit to Operate a Solid Waste Transfer,Recyclables Handling and Recovery,and Construction and Demolition Debris Processing Facility Pennit Number 1-4738-03697/00001 Continued Operating Authority Dear Mr. DiVello: Please be advised that we submitted your Application to Renew Permit to Operate a Solid Waste Management Facility Number ],-.4738-03697/00001 for your 560 Commerce Drive,Cutchogue,New York 11935 Solid Waste-transfer,Recyclables Handling and Recover-Y,and Construction and Dernolition.Debris Processing Facility on December 9,201.3. Since wive have submitted the above-mentioned,pen.-nit renewal application prior to December 13,2014 which was the 180 day subrnission deadline date required by the provisions of 6 NYCRR Part.360-1.8(f)(1)based upon the June 10,2015 Permit expiration date,the facility is authorized to continue operations under the expiring permit in accordance with the provisions of 6 NYCRR Part 360-1.$(1)(2)until the New York State Department of Environmental Conservation issues the pennit renewal. `Flierefore, under the provisions of 6 NYC RJ.t Part 360-1.8(1.)(2), Permit to Operate a Solid Waste Management Facility Number 1-4739-0-1697/00001 remains in force. If you have any questions or require additional inforrnation, please advise, Very IrLdy Yours, ........... l LAW OFFICES WICKHAM, BRESSLER&GEASA, P.C. 13015 MAIN ROAD,P.O.BOX 1424 WILL ,M WICKI M(06-02) MATTITUCK,LONG ISLAND ERIC J.BRESSLER NEW YORK 11952 QN ."\— �v ABIGAIL A.WICKHAM JANET GEASA 63.1-298-8353 TELEFAX NO.631-298-8565 ebressler@wbglawyers.eom May 19, 2015 8011thold Tom Plahr lag Board VIA ELECTRONIC MAIL Stephen F. Kiely,Esq. Assistant Southold Town Attorney RECEIVED 54375 Main Road MAY 2) 0 2015 P.O. Box 1179 Southold,New York 11971 Town Attorney's Office Re: Peconic Recycling& Transfer Corp., "PRTC" Dear Mr. Kiely: We write in response to our recent telephone conversation and Brian Cummings' letter dated May 7,2015. We have been advised of the following as to the numbered items in Mr. Cummings' letter: 1. Regarding NYSDEC documentation,PRTC has consulted with its engineer to obtain the necessary information. We expect a response from the engineer shortly. 2. The fencing has been installed, and PRTC expects that the gate will be installed within the next week. 3. The plastic bales have been removed from the outside area. In addition,all storage containers belonging to PRTC have been removed from the street. PRTC is advised that the truck body belongs to another unrelated company. 4. The engineering certification on the flagpole was sent to you. 5. PRTC has retained an architect to revise the site plan and we have spoken to him regarding the Planning Board requirements. He is scheduled to visit the site this week so the necessary changes can be made to the site plan. 6. Revised building elevations, same as item 5. Stephen F. Kiely, Esq. May 19,2015 Page 2 7. Photometric plan, same as item 5. 8. Lighting and timing details—PRTC advises it is now in compliance with the applicable Code section and the lights are timer controlled. The architect has been asked to provide details on the access driveway on the adjoining lot, and to prepare a site plan application for the adjoining lot as well. Very truly yours, EricJ Dressler EJB/arnl. l blllrlKi 1, z r . PLANNING BOARD MEMBERS � tl r S 'y AILING ADDRE P.O. Box 1179 DONALD J.WILCENSHI � � p.. k Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE FFETY 54375 State Route 25 JAMES H.RICH IIIq (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR CQuNTy�� Southold, NY Telephone: 631 765-1938 www.s outhol dtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 7, 2015 Mr. Jonathan DiVello P.O. Box 1402 Mattituck, NY 11952 Re: Approved Site Plan for Peconic Recycling & Transfer Corp. 560 Commerce Drive, north intersection of Corporate Rd. & Commerce Dr., Cutchogue SCTM#1000-95-2-5 Zoning District: LIO Dear Mr. DiVello: I am writing as a follow-up to the Planning Board Work Session held on May 4, 2015 where the Planning Board formally discussed the above-referenced Approved Site Plan, dated August 2008, and the approved revised plan, dated received by the Planning Board October 26, 2014• Based on the site inspections conducted on April 17th and May 41"x, 2015, the following items must be completed prior to a recommendation to the Building Department for a Certificate of Occupancy: 1. Provide documentation from the NYSDEC certifying that the site complies with DEC Operating Permit#1-4738-03697/00001, including all special operating requirements and the DEC's approval to commence operations; 2. Construct the approved fencing and gates as shown on the Approved Site Plan and required by Town Code for Transfer Stations; 3. All materials shall be stored inside the facility building as required. Outdoor storage of material (e.g. recyclables) is prohibited. Only outdoor storage of empty containers/dumpsters is permitted within the specified areas shown on the Site Plan; 4. Provide a structural report from a NYS licensed engineer certifying that the flagpole can withstand the minimum wind loading requirements of 120mph; 5. Provide the following items on an as-built Site Plan prepared by a NYS licensed professional: a. Oversize parking stalls in the location where trucks are being parked on site; Peconic Recycling & Transfer Grp. Page Two May 7. 2015 b. Accurate landscaping as planted; c. Accurate location, quantity and fixture type for all lighting as constructed. All exterior light fixtures are required to be included within a Photometric Plan (see below); d. Location of flagpole and main sign; e. Proposed lighting of the main sign pursuant to §172; 6. Provide revised building elevations consistent with the building constructed. These elevations shall include the accurate location and dimensions of all constructed building features (e.g. bay doors, office windows); 7. Provide a photometric plan pursuant to §172 of the Town Code that includes all constructed exterior light fixtures (building fixtures and pole light fixtures); 8. Timing details for when the lights will shut off after operation hours, and/or motion sensors for lights that are needed for security after operating hours should be noted on the Photometric Plan. Pursuant to §172-5 A (2) "All nonessential exterior lighting shall be turned off within 1/2 hour after the close of business and/or when not in use. Lights that are controlled by timers or that are motion-sensor-activated are encouraged to replace existing lighting necessary for safety purposes so that they are off during non-operation hours. Please notify this Department for a follow-up site inspection once requirements #2 and have been constructed and completed. Once all of the remaining requirements lusted above have been submitted, they will be reviewed by the Planning Board at the next available Work Session. The Planning Board will not support the issuance of a Certificate of Occupancy until all of the requirements listed above have been satisfied. To continue to use the access driveway through the adjacent parcel, submit a Site Plan Application for the entire site including both parcels as soon as possible. Please, if you have any questions regarding this Site Plan or its process, or experience a problem meeting the above time frame, do not hesitate to call this office. Very truly yours, Brian A. Cummings 9 Planner cc: Michael Verity, Chief Building Inspector MAY-4-2015 12:28 FROM:NORTHV - 16313693672 T0:2982023 P.1 �K IS p ... n IFLE01-1 - FAX COVER SHEET W 0 5 01 NORTHVILLE FLAGPOLE CO. way"' " T�� -n- �'6�tw�wxw6�w G�oarl i 5204 SOUND AVENUE RI VERT iEAD, N. Y. 11901 631722-4832 TO: Mattituck Environmental ATTN: Tom Krabel FROM: Northville .Flagpole Co. DATE: May 492015 RE: Wind Certification COMMENTS: Attached are the certification of the flagpole in, question. Th 0 0 , Donald W. alahn-u.k Northville Flagpole Co. Pages incl cover: 3 MAY-4-2015 12:28 FROM:NORTHI, _E 16313693672 T0:2982023 P.2 . Pole-Tech Co Inc. 97 Gnarled HoUm 7 PO.Box 715; East Setauket,Now York 11733 Phone(631)689-552'5 t' 1ASido NY(800)633-6733 Fax(631)689.5528 w,m+010Rech.c+ n rr�aw7l inf pvtvtock�.com May 1,2015 Northville Flagpole Company 5204 Sound Avenue ca Riverhead,NY 11 901 Attn,lion Palahauk E: Structural ftfonnance Certification-Cone Tapered Steel Flagpole Mattituok Sanitation,Mattituck,NY Pole Tech W.0141852 Reference: 100' exposed x 14"diameter x.37$"thick steel flagpole This letter is to Certify that the ASTM AS00 Grade B or better Steel flagpole shown on drawing #29350-R will easily resist bending (the maximum O-Vertuming moment) at a 120 mph wind velocity without a flag flying. The steel flagpole shown has been designed in accordance with NAAMM guidelines as set forth in the "Guide Specifications for Design of Metal Flagpoles", American National Standard ANSIYNAAMM FP1001-07. Material: Steel Pipe ASTM A500-Grade 18 Rderenecs: 1. "Guide Specifications for Design of Metal Flagpoles",ANSVNAAMM Standard FP-1001-07(Fifth Edition),2007. Summary: The 100' x 14" diameter x .375" thick steel flagpole will easily resist bending at a 120 mph wind in the un-flagged condition. Axial and shear stresses are low. Fite ornbune stress ratio(CSR)is less than 1,0. Sincerely youc ,, ♦ y�rj Karnik M. Seferian P.E. MAY-4-2015 12:28 FROM:NORTHU 16313693672 TO:2982023 P.3 HFAW DUTY CAW METAL RMLVWG HOOD AND TRUCK, 'MUCK dt HOOD REVOWF ON A SD= BEARING SYSTEM WHICH I5 MOUNTED ON A CAST METAL SPINDLE. T "r METAL HDOD 4'* TOP DIA IFINISH TO MATCH POLE) PLEASE ADVISE FLAG SIZE 71] 0 SALL $NSURE CORRECT CABLE R*GING, ST.A L COVER Y 1'9 STAINLESS STEEL MRM CABU ._..,„ SLP OSIER STYLE JOINT ci W (70P ',,EC7[ON O" »S. THIMBLE ''. OUICKLINK CONE TAPERED STEEL FLAGPOLE FROM ASTM ALLOY A 500 GRATIS 8 PIPE OR OETI172, ~ SANAQLWW CIRAN A"M KAMICAY" STM. HODC z FOLLOWED BY A WHRE PRIME4 a PAINTED FINISH, A VINYL COVER 100'-0" � �--I �'TII"�E COV►TtU w I I NTILIIWI;IGHT AlNIL001� HOOD. TRUCK dr RIDGING DETAILS 10 S.S. AIRCRAFT CABLE REM04fABLE OPERATING REINFORCED STEEL FLUSH PHOT 11ANDLP ACCESS DOOR WITH MINDER LOCK & CONTIHUCUS PIANO HINGE rOft WNCH ACCESS, 14' BUTT DIA, X .37V WALL THICKNESS S. MANUALLY AY OSP RA D WINCHCLEAR 51LII CAULK t OOKING BRAKE SPUN ALUMINUM FLASH COLLAR FINISHED TD MATCH POLI: INCH IS SECURED TO BUNTING PLATE INSIDE — Z' 0 ASIDk I`7'kIC SEALANT I OLE V= TWO (2) 5/15--DIA S.S 901.75 UNTREATED HAP&MOD WEDGE'S WINCH ASSEMBLY •, 3000 PSI CONCAVE ASTM 004 WINCH ASSEMBLY TAMPED WITH CLEAN DRY SAND ,. x » Te CA CORR. caLv MSLEEVE ONE (1) FLAGPOLE REQUIRED t MATTITUCK sA I�'A1'ION +s WEDGES 0 112TYLD RINo POLE TECH CO., INC,9 GNARLED HOLLOW A SEIAUKET N.Y. 117b3 5Il-".6•I. BASE PLATE WELDED iro SLIrtEvE SCALEI NQNE MRWN if, KMS: N e" sauA s►�L PLATE EAT '3 / T3/14 W•�. 41 52 RSI 3ia<ir<e WEI.DEC TO SPIKE TAPERED INTERNAI. HALM © STEEL FLAGPOLE s'-a• SPIKE LIGHTNING NORTHVILLE F _ LAGPpLE 1}WG NCII 2935A—R WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, May 4, 2015 4:00 p.m. Southold Town Meeting Hall 3:00 p.m. Executive Session — Legal Advice from Town Attorney 4:00 p.m. Applications 5:45 p.m. Review Public Meeting Agenda Proect naKoehler Famil I'llLtd Partnership iM#, 1000-115-10-1 .__ ... . .... .m / Location: 4180 New Suffolk Avenue, on the corner of Marratooka Road and New Suffolk Avenue, Mattituck Description: This proposal is a Standard Subdivision of a 14.94 acre parcel into eight lots where Lot 1 equals 0.83 acres inclusive of 0.04 acres of unbuildable lands; Lot 2 equals 0.85 acres inclusive of 0.05 acres of unbuildable lands; Lot 3 equals 1.13 acres inclusive of 0.26 acres of unbuildable lands; Lot 4 equals 0.70 acres; Lot 5 equals 0.66 acres; Lot 6 equals 0.70 acres; Lot 7 equals 0.73 acres; and Lot 8 equals 8.72 acres of Open Space and 0.05 acres of unbuildable lands, located in the R-80 Zoning District. This property includes a proposed road totaling 0.54 acres. Sketch Approval Status: Conditional S..�.. .... �� .. _ Action Review referrals. Attachments. ( Staff Report Project Name: Mattituck _ Fire District SCTM# 1000-140-3-11.1 cilitY TelecommunicationsFaN Location 1000 Pike Street, Mattituck Description: ; This proposed wireless communications Site Plan is to replace an existing ±84' communications tower with a 120' antenna support structure/tower with associated equipment and a generator to be mounted on the roof of the existing firehouse. There are ±14,370 sq. ft. of existing buildings including the main fire house and associated accessory 1 38 acres in the Hamlet Business Zoning District. structures, all on 1 e .... Status: Pending, Action: Review for completeness. ,,,,,Attachments,.:- 1 Staff Re ort { Pro ect name: �.._ j � econic Recycling & Transfer II � SCTM# � 1000-95-2-5 P Location. 560 Commerce Dr., at the intersection of Corporate Rd. & Commerce Dr., Cutchogue Description: This Site Plan is for new construction of a building g that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 sq. ft parcel in the LIO Zone. _ m... _ Status- Approved Site Plan Action: Review comments site inspection Attachments : port [ .Staff Re a. _, SURVEY OE LOT G '` N A5 5HOWN ON A CERTAIN MAP ENTITLED "MAP OF NORTH FORK INDUSTRIAL PARK" FILED IN THE OFFICE Of THE CLERK JANUARY 27, 2005 A5 FILE NO. 1 1 2 1 5 SITUATE : CUTCHOGUE W E • 5OUTHOLD a °, sTOWN . s6o 5UffOLK COUNTY, NY y� �o �q, �0 �o do S SURVEYED 05- 14-2014 °neo°o'' coy SO /1/0 11 UNDER CONST. OG- I G-2014 O ��O c� 6// Z/p 4- f I - FI NAL 03-23-20 15 SUFFOLK COUNTY TAX # c0 0,\ o 0 TF O� 1000 - 95 - 2 - 5 �'c CERTIFIED T0: O �Q' /6, 11 0,c, go SUFFOLK COUNTY INDUSTRIAL DEVELOPMENT CORP.. SOUTHERN WASTE SYSTEMS, A LIMITED LIABILITY COMPANY: NORTHFORK RECYCLINGr PROPERTY, LLC: FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC HEALTH DEPARTMENT REFERENCE NUMBER: C 10- 1 3-0002 J O Q� ° ��o �o� ° O 0000 q ccti O c0 G -A-, D 4q? O ' l/ o O chT G T'9C TO o po �Oxs �O �� ®®® O O V q 0 Cad °(10 ®� F 0 O 770 4A�l c O qz� � t �® � Q A b- LEGEND• C ®® nom LINDEN TREE �N � CHERRY TREE MAPLE TREE � O /� SPRUCE TREE as \ ®® \ /. '�h ® 0 BEECH TREE a/�!� 0 Oa S o \® BIRCH TREE ® ARBORVITAE O AZALEA o SURFACE MOUNTED LIGHT ® MANHOLE COVER \ ® 00 ® 0 000 O CATCH BASIN 0 000 0 �J 0 00 00 POLE SEPTIC LOCATION A E3 ST 5' 22' LP I 37 37 2 APR o 12015 LP2 50 47.5' � � \ i 9 • `J souMo�a town LP3 41 26 �anninp hard NOTES: "Unauthorized alteration or addition to a survey mop bearing a licensed land surveyor's seal is a MONUMENT FOUND X CHAIN LINK FENCE JOHN C . E H LE RS LAND SURVEYOR violation of section 7209, sub—division 2, of the \ New York, State Education Law." OF N��r y Only copies from the original of this survey marked with an original of the land surveyor's stomped seal shall be considered to be valid true G EAST MAIN STREET N.Y.S. LIC. NO. 50202 * * capes' f "Certifications indicated hereon signify that this Area = 120,002 5a. Ft. RIVERHEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 —� -� o� survey was prepared in accordance with the e Area Code of Practice for Land Surveys adopted tr� v by the New York State Association of Professional Area = 2.7549 Acres LAN Land Surveyors. Said certifications shall run only Ion 15landland5urve or.com to the person for wham the surveys prepared, GRAPHIC SCALE I "= 30' 9 Y and on his behalf to the title company, governmen— tal agency and lending institution listed hereon, and OG-233 to the assignees of the lending institution C rtiflca— tions are not transferable to additional institutions Submission Without a Cover Letter AP i t/ L _ <3 Sender: I& k6�� Subject: R-CC)KC— 09—C�C-�� ` I rc iv�� G�1 SCTM#: 1000-�5 , Date: Comments: to S nok�- 8 6y ?C - f a �a( s i e i►�s�ec�'a� �s . o (�rej rfues� �>c A cat Side. �pec�k on -1-�1CoA,44 Cummings, Brian A. 1�tniC &yc.�ir\q From: Jon Divello <jondivello@icloud.com> D E C E � V E Sent: Wednesday,April 01, 2015 11:49 AM To: Cummings, Brian A. APR O 1 2015 Southold Town Brian construction is complete and we would like a final inspection. Planning Board Thanks Sent from my iPhone 1 - �� ,, DAA LETT = N1-� RG OF TRANSMITTAL DiGiovanni & Associates 26 preston avenue Architects sea cliff, ny 11579 Wh9/14 jos No. 13-150 (516)671 -3624 ATTENTION Brian Cummings To Town of Southold ' e' Mattituck 54375 State Rte. 25 Southold,NY 11971 Southoldlown Planning Board WE ARE SENDING YOU ® Attached ❑ Under separate cover via Federal Express the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ applications copies date No description 5 each. SP-1 Revised Site Plan, SP-2 Revised landscaping plan G Ina THESE ARE TRANSMITTED as checked below: ❑ for approval ❑ Reviewed ❑ Resubmit copies for approval ® for your use ❑ Furnish as Corrected ❑ Submit copies for distribution ® As requested ❑ Revise and Resubmit ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US Remarks Please call if you have any questions COPY TO SIGNED: David D1Gloyanni, RA, AIA MAILING ADDRESS: PLANNING BOARD MEMBERS � rjf Sy� P.O.Box 1179 DONALD J.WILCENSKI Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex PIERCE RAFFERTY • ,�a�OQ 54375 State Route 25 MARTIN H.SIDOR JAMES H.RICH III ��;rcl TY,� (cor.Main Southold, NY Youngs Ave.) Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 23, 2014 Mr. Jonathan DiVello P.O. Box 1402 Mattituck, NY 11952 Re: Approved Site Plan: Peconic Recycling & Transfer Corp. Located at 560 Commerce Drive, north intersection of Corporate Rd. & Commerce Dr., Cutchogue SCTM#1000-95-2-5 Zoning District: LIO Dear Mr. DiVello: I am writing as a follow-up to the Work Session held on October 20, 2014, where the Planning Board discussed the requested revisions to the above-referenced approved Site Plan and determined the following: 1. The Board agreed to permit the relocation of one (1) approved truck scale to be placed in the location next to the approved office, as shown on the draft revised Site Plan. 2. Revise the Landscape Plan (SP-2 of the Revised Plan) to include a line within the legend that addresses how many trees/plantings are being removed and replaced, and how many are proposed as new plantings. 3. Revise the notation at the bottom of the Landscape Plan (SP-2) to read "street trees are dead, dying or damaged & are to be removed and replaced". Please submit the revised Site Plans at your earliest convenience. If they are received no later than Monday, October 27, and include the above changes, the revised plans will be placed on the Planning Board's November Td meeting agenda for a determination. If you have any questions regarding this matter, you may contact our office. Very truly yours, Brian Cummings, Planner Southold Toolanning Board Work Session-October 10, 014- Page 12 ................................_........_..........................__...._............._.....................................................................................................................................................................................:.............................................................................................................................................. .......: Project name- Peconic Recycling & Transfer II SCTM#: ' 1000-95-2-5 ..................._...................._.-.._....................................... _._....-..................................... _ ..............................................._.._._..........................................................._.._......................................................................................... .................................. I Location: 560 Commerce Dr., at the intersection of Corporate Rd. & Commerce Dr. Cutcho ue Description: This Site Plan is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118 164.2 sq.. ft. parcel in the LIO Zone. ...........---.. ..............................................................._ ---........._..._... ......_........ -- .... _...._._........... .......9 _ parcel .................................. ...................................... ... Status: Approved Site Plan ....._........._._.._................_.........._............................................__.......:.............pp . . . . .. ...................................................................................................................................................................................................._... ................................................................................................................................_. Action: ; Review revised Site Plan. Attachments: ----..........................................................................._..._.._..................................__......................---..........................................._.._............................................................................................................................................................................................................................................................... ............................................................_..._.....-- ..._-....__.............................__..._.........--._............................._.............._._._................_.._..........._..................._._.......................__.....................................................-.................................................................................................................................. , Project Name: 1 Jose hson, Zapf& Dow SCTM#: 1000-17-2-1.9 & 6.1 -._._..............1..._..._.._.__......................................_.......---.._................_... --.._.._............... ....... ........................._...... .:.. ........... ............................... .... ................._........... Location: 1 900 Birds Eve Road & 725 Munn Lane, Orient ............................y _ _. . _ i Description: I This proposed Lot Line Modification transfers 0.01 acre from SCTM#1000-17-2-6.1 to SCTM#1000-17-2-1.9. Lot 6.1 will decrease in size from 2.68 acres to 2.67 acres, Lot 1.9 will increase from 2.02 acres to 2.03 acres located in the..._R.-40....Zonin.�...-District...................... ......................................................................._._........................................................................................................................_.......................................................... . Status: ---.._......_........... Pendin ... -- - _.. . .._................................................................................................................................................................................................................................................_.... .........................__... - _....._._._........... .g .......... .........._._...... _._............................... ; Action: ; R. approval.-._..._.. . ..-Attachments........._........................_......._Staff._Re................port....................................................................................................................................................................................................................................................................................................................._....................... _.. ........—_................__.........................–......................................................................................................................._.._.._...__._._.........._.............................................................................................................................................,............................................._..............................._.--.................................................._.__. 1 Project Name: I Tuthill Conservation Subdivision :, SCTM#: 1 1000-17-4-16, 17-6-14.2, 18-3 i 30.3,..._1.8.-6..-17.3,.._18-6-18.1..................... ...........................__................---._....._................................................_._.-- ..._..------..............._......_.........._.._._._..............----...._......._........_........... _. . Description: This proposal is for an 80/60 Conservation Subdivision of four parcels j ! (total area = 112 acres) into 17 residential lots, with 94 acres to be I preserved. i SCTM#1000-17-4-16 (North Dyer) is located on the n/s/o NYS Route 25, approximately 366 feet west of Oysterponds Lane, in Orient. SCTM#1000-17-4-14.2 (South Dyer) is located on the s/s/o NYS Route 25, approximately 460 feet west of Oysterponds Lane, in Orient. SCTM#1000-18-3-30.3 (North Brown) is located on the n/s/o of NYS Route 25, approximately 2,223 east of Platt Road, in Orient. SCTM#1000-18-6-17.3 (South Brown) is located on the s/s/o NYS Route 25 approximately 1,960 feet east of Platt Road, in Orient. ........................................................_................Y........._......................................................................................................................................................................................................................................................................................................_ Status: Pen mg .............................................................................................................._............................................................................................................................................................................................................................................. ....................................................................................................................... Action: Discuss recommending...View Shed_Analysis. ....................... ................. ..................... . ;. Attachments: Staff ....................................................................................... ...................................................................................................................... .... ..... .......................................................... ......................... DAA • • DiGiovanni and Associates Architects 26 p Ston avenue sea liff, ny 11579 (516)671-3624 fax 16)759-7138 e-mail OAA"@msn.com October 20,2014 Town of Southold 51375 Main Rd Southold NY 11971n Attn: Heather Lanza Re: Peconic Recycling 560 Commerce Drive Cutchogue, NY Dear Ms. Lanza In response to your email of 10/14/2014, All comments have been addresse4 on drawings Sp-1 and Sp-2. The following are answers to question/comments from themail item#3 a-The relocation of the truck scale is required for safety procedures and operational efficiencies b-Containers and truck parking to be stored off site as per current practicesi c- The original approved plan indicates 28 required and provided parking sl faces. The revised plan indicates 28 spaces. The actual required spaces including employees and visitors is I I d - The landscaped coverage has been decreased by the addition of a drive aisle at the rear of the building. This drive aisle is required for safety and functionality throughout the site. The remaining landscaping has been increased as to quAty and planting density. As noted above,most of these items are addressed on the amended plans. Please contact me with any questions. Respectfully Submitted, D mt , aia z �! CC. 8119-.x- FNE,v u1 a dWa s pnVert—vpdamd 9 1.:014 SoutholAwn Planning Board Work Session—Septefer 22, 2014 ....----................................................................................................................................_...._.........._................................_.................................................................._.......................................,..................._................................._............................................................................. ................; Project name: Gordon, Estate of Albert H. SCTM#: 1000-9-7-8.2 & 8.3 ----.._.J....................._........._......................................_....._._._.._..._.__............_....................................................................................................................................__._..............._....._..._._._..................................................__._._...._................................................................................. _...._.._ .. .........._............ Location: Halcyon, Oceanic & Midlothian Avenues, Fishers Island --.........................................._....._................................_........................................Y_. ..........................._..._....._................_._........_.._._._._..............................................._.._..---......_...----............................................----......_............................................................................_............. Description: This proposed Lot Line Change will transfer 0.58 acres from SCTM1000- 9-7-8.2 to SCTM1000-9-7-8.3. Lot 8.3 will increase from 0.30 acres to 0.87 acres and Lot 8.2 will decrease from 3.56 acres to 2.9 acres located in the R-80 Zonin District _.._.....-_........................................................._......_..._.._._..._...._......._...----......................................_ ................._..........._........._............................................................................._.__......................................................................._.........................................._..._._..._........................................... Status: Pendin ..............................._.............. ----.....---...........................------.........................................._................... _......................................................................................................................__..............................................................................................................._.................................................................... Action: Review submitted documents. _.. -.—.............................__..__.............._..................._............................._..................................-----..___._..----..........._....................._..........._._.._.........._........................__............................_..._...---._.._.............._.__.._.__.._...........................__...................................._.._....._........................... Attachments: Staff Report ..................._...--........................... _........_.._..._._............... ._._.....p .. ----...... _..............-----......_..........._..................._.._..._......................................_......_................ .......................... .......................... ..........................__..................._.._......._....................._................_........__....._..._..._...__._..............................................................................................._...............................................................----....................................................................................__.._............................._.......................................................... Project Name: Josephson, Zapf Dow........................................................_'._..SCTM#: 1000..-1..7.-2.-.1..9....&.6.. 1............................. ......................J_....................._------.........................._..........._...._._..._......................... ....................... ..... Location: 900 BirdsE rhe Road & 725 Munn Lane, Orient -- .............._---- ........................ ...................................................... --._........ - --------..........- --- ................... -- ._..........._......_...........__....................._......................._........................ Description: This proposed Lot Line Modification transfers 0.01 acre from SCTM#1000-17-2-6.1 to SCTM#1000-17-2-1.9. Lot 6.1 will decrease in size from 2.68 acres to 2.67 acres, Lot 1.9 will increase from 2.02 acres ........._..—...................---- to 2.03 acres located in the R-40 Zonin District Status: _ .........._........--.......... New Application .....................................................,. ......................... ........................._._._............-......—._._........................ Action: Review for completeness. _ --...._..._._..._...............---._.._._............................ ...... .... _ ..............................................._.................................................................................................................................................................................. Attachments: Staff Report..........................................................._...._......................................................._. ......_...__...........................................................................__....._.._.._.._...---...... ..._....... ............._..._....-.................................._..._......................................................................._.._............................................................... ..._._...._..._.............................................._......................................_................._.__._.._............................_........................................................................._................................................._...._............... ............................... -._.._.__..._......._.........-----.._....._............................................................................ Pr ....................................................................-- ....... ............ .... _._ ........_...--.._.._.................._..................................... ........... Location: 560 Commerce Dr., at the intersection of Corporate Rd. & Commerce Dr. Cutcho ue ._.................._................_...................................................._............................ ..........................................---9---------...................._.....__._.._............................. _. _.__. Description: This Site Plan is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 s ft parcel in the LIO Zone ......................................................... ..........._................. Status: Approved.............ite.._........._an..............................._._._.. _................................................._........................._........................ ....... .._ ..................._.._..........._...._..............................................................................................._.............._..._........_..................................................................._.......... Action: Review revised Site Plan. .................................................................;........................................................_...........---......_....................._._.........................._._..._..............................................................._..........................................................................................._........._......_........................................................................... Attachments: Staff Report _... -- .._.._..- ....._........._... ...... ................. . --._._._..... . ...................._...................... ................_................................. ...............__............................................._......................... Discussion: 1. Depot Enterprises, SCTM#1000-102-2-12.6, 29325 Route 25, Cutchogue - review comments to ZBA 2. Incoming mail - email vs. paper 3 >(A.)b-F fbl t��..l �c Submission Without a Cover Letter 011MID Sender: 'D LF V/ L PIA) r Subject: Pe ��► �� e � � AUG 1 9 2011 4 �southou luEvn F'ianninr�Board SCTM#: 1000 - Date: 811 � 1 Comments: 0 0 Southold Town Planning Board — Page Two —July 21, 2014 ..................................................................................................................................................................................................................................................................................................._.. Project name:................................._........... SCTM#: 1000-55-5-2.2 ..... _...........................................................................................................................................................................................................................................: Location: 3585 Younis Avenue, on the s/w/c/o CR 48 and Younis Ave., Southold _.....____...........__....._.__._...._....._._..__...—----..........._....._........................ ......... ................_...._.._..........__._.._...................._.__._.................................................................................... _.........._....._..._..........._........... Description: This amended Site Plan is for the applicant to conduct motor vehicle and accessory sales on a previously developed 1.49-acre parcel located in the General Business Zonin District ................................._........._............_._....---._.......---._..........._........................._.._.._..................................._................................................................._...._..---..._. .................................._............................................................................................................................................_..............................................._....._........_ Status: Approved Site Plan :.._.__..._...................__.................---.._.........---....................,....................�.._.._............................---._................................. Action: Review Site Inspection Comments ---........................................--....._................_...__................,... --—.............................._..--._................._...._._... __.............................................._..._.._............................................_.............._....._.................................._............................................................................................._..... Staff ReportAttachments: .........................__..............._..._..... _..__................................................ _ _._......_............................................................__.............................................................. ............................................_............................................................... ..........................................__._._....................._........- - T......................................................_._.................._...._................_....................................................................._....__.._....................._......................................__..............._........_.._..._..................................._............................... Project name: Peconic Recycling & Transfer 11 SCTM#: 1000-95-2-5 _....................J........_...................................._.............._.._......__.._....,........._.................................._._..._.._......_. .........................................._..__._. _.. .... ..._._...................................__.................... Location: 560 Commerce Dr., at the intersection of Corporate Rd. & Commerce Dr., ue ..........................---.... ............... ....................................................................................................................................................................................................._ ...................._....----.................---..........._........_- -.................................................._ .__.......... _._._._. Description: This Site Plan is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 sq. ft. parcel in the LIO Zone. .........................................................................._...._...._......._..........................................................--......................................................................................................_...._...................................................................................................................................__.-._...............__._........................_._.................................__ Status: Approved Site Plan .................._.........................................._........_.._..... ._............_...................._P.P........_...----........._.............................................................................................................................................................................................._......................................_........................_._...._....._........................._............................... _ Action: Review Request from Applicant ............................................................_.__.._._..._.............................._......_._._..---............. ....... . ......... ... ..............................................................................._.........................._ Attachments: Staff Report ............................................. ......_.............................._.__......._.._................................. ...... ................................................................................_—................................................ .................................................----_...._..............................................-------..__.............................................................._._........_..................__._..................._..........._......................._............_.................................................................................._.........._._.._.........................._..........._.......... Project name James Prz Borowski SCTM#: 1000-10-10-8.1 Location: On the corner of Montauk Ave and Oriental Avenue, Fishers Island _..- --:—-._.._..................................._........._.._....._..._.__....................................._....................._........ .._.._.....__...-----------.._......_.._.....__._..........- ---....._.................._....__ ......-_._.._...................... Description: This proposal is for a Standard Subdivision of a 4.98 acre parcel into two lots where Lot 1 = 3.05 acres and Lot 2 = 1.93 acres located in the R-80 Zonin District. ........................................................................................._............_............................__.._..._......................... ........_....._.............._..........._........................................................................._..................................................................................................._......................................_..___...............................__...._......_............... Status: New Application :.................................................................. ---- -.._................._......----._.._............................_....._.................__............................................_......................................................................................................................................................_._....._........................_._...._..............................................._........ Action: Review for Completeness. _......_....._....._.._..----.....----....._.__................._.._..--...__._.._.._._........................._......__...........P._............_................................................................................................................................................................................_..........._.....................-.._.........................................................._ Attachments: : Staff Report ............................._..._._..........._....._..._.__._.._...............................:_............._....---....._..................................................................._......................................................................................................................................................................................................._..._...--.................---...._.._......................................... ......................................................................................................................--------._.................................._....._...._..._...................................................................................................................................................................................................._....._.............._............................_................................................... . Project name: Mazzoni, 500 Soundview Drive, SCTM#: 1000-13-2-8.2 LLC Location: 500 Soundview Drive, Orient .............................. ...... ......................................................._........._............................... Description: This proposal is for a Standard Subdivision of a 22.94-acre parcel into 6 lots where Lot 1 = 2.75 acres inclusive of 0.76 acres of Open Space, Lot 2 = 2.19 acres inclusive of 0.34 acres of Open Space, Lot 3 = 2.13 acres, Lot 4 = 0.59 acres, Lot 5 = 4.78 acres inclusive of 1.54 acres of Open Space and 2.77 acres of a Conservation Easement held by the Peconic Land Trust (PLT) and Lot 6 = 9.26 acres inclusive of 6.03 acres of Open Space and 3.22 acres of a Conservation Easement held by the PLT located in the R-80 Zonin District ....................................................... .......................................... ..........._........................_. . .............. .................................._.................................................. Status: Pendin ............................................................................................................................................................................................................................................................................................................................ Action: Review for.Completeness .............. ........................................................................................................................................................................................................................................................................................ Attachments: Staff Report BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��OF $ yO 53095 Main Road•P.O.Box 1 ag Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer C Town Annex/First Floor,Capital One Bank George Horning . • �O� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �IiYCOU Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 T 7 June 19,2014 s jUN 20 Jon DiVello Peconic Recycling&Transfer P.O. Box 1402 Mattituck,NY 11952 RE: Peconic Recycling,ZBA File46030 Dear Mr.DiVello: I have reviewed your letter dated June 17,2014,and the drawings that you submitted with your request for a de minimus determination in the above referenced ZBA decision, for a proposed 19 ft. x 25 ft. one story addition with garage doors to the building shown on the site plan last revised June 5,2014 by DAA, architects, for Peconic Recycling. Since you are not proposing any new nonconformity, I have determined that your requested modification is de minimus in nature. Please also note that the applicant must comply with Chapter 236 of the Town's drainage code. I will instruct theoffice to send a copy of this letter and your request to the Building Department so that you can apply for a building permit. If you have any questions,please call the office. Si er ly, Leslie Kanes Weisman Chairperson/Dept. Head CC: Michael Verity, Chief Building Inspector DAA DiGiovanni & • Associates Architects 26 preston avenue sea P CONIC R CYC ING cliff,ny 11579 ■ fax(5 671-9-71 ■ fax(516)759-7138 30 560 Commerce Drive Cutchogue, New York 13.1 0 155UED N 49°12'30"E 336.54' In -% '4�,- z• �� ASPHALT SMF �J RECE VED o- o- BOARD OF APPEALS - I o LOCATION PLAN NT5 U u l — Y BUILDING CODE ANALYSIS ° I - Bldg Dept cop from ZBA U I�` — �h¢pter 5-use i Oa��panoy classiiicatian Final review 1 306 ,ndu,tr;a,br,up F e documents a>ne,e B-Accessary Office ZBA File# --- - 3063 Moderate H—d Industri0l Group 5-I Date: -F C+spa ter 5-6e I Bu"Itli�Meat a Aads O 503 beneral Height a Mea INnitation j Table Allowablehal t<bullOing—as h 503 Type OB.15 00 sf and 2 stories 19'-0' 506 Area Medication - 506.3 1 story SPRINKLERED BLDG-500%In—cose 15500(3)=46.500 JY _ Z1.1 SED -.._ 34205 46500 The ei area=34OK5 si and 1 sty ASPHALT < ore SURFAC;/ _-- �h{>�lCer 6-T- of O"'t"tion - r 602 Type I t II-Non C-11-5tble -II Table 601 Fire Resbtmce Ratings TVe 115-O hour rating Fm all co varents Table 602 Fire Resistance rating fm exterior all.based on fire separation distorts T II an greater than IO'seanatian ss and lethan 30'=O hou- _>= I rating a quired ru elFor F-II--p-9P e 30'-O-minhnWn separation provided,Theefoe OK m N p QI, CnQpter 9-Flo Resistance Ratetl Constrvetian 6-5-3014 ADDED 1 STORY ADDITION PROPOSED 6-N16H 104 Exterior walls REVISION S A COW-RETE 1046 `+a AllOble area of openings shall not exceed values per YPI iU (TCAL) table 104..H Table Fire Sepnote 9-lOn Distance z 6raatel than 1. 10' 1NBE PtANSAF I AIII IR MINGDWSMM LIM IIE -104.H Footnote g-tinildings where exterior w h ae not d-p-t to be lire F1,056C .TIE AA0IIFR MRN 115NLL� es stance rating shah be perm teed to have vnlvmtin unprotected openings 30'-0' in separation-Table 602 pro'i l no rot therefore vnl mited ,p unprotected apenmgs r separation and prow ded. YLMISIM S SMLLINYALL FRO WAILEFOR MM RFROAND FIT r m --- —----- ..- ---- f 106 Fre Bangers-used Fm sepanatim of single OGalpancy Into fire meas DIMAIV QM AID M 10&LIM6RE FC ILL IN 302 Required Sepmatlms of Occupancies AIG�W11tt OF gµWV/FEr gt� SATE WMBER2 3 F-I to B•3 hs Are shall t be t be bK6MTON Tit F GQrtN/GfpI fOR ANY 9RCR OR ON 11115 PART. (50 O'HIDE SLIDING j �N 022 Ac acts s yearea does not t be regi0%o separated by Ke on-ier Cble 3023 al a r _6ATE) - _, -- L)1 s 22005<3200 therefore OK 5 a9°1230'W 32034' meter 9-Fre Proteetians_yS.stem3 Peconic 903 sprinkler systems 4033.3 Croup F_I Recycling Req.'ed If Flre mea exceeds 12,000 sF P ovided C O R P O R A T E R O A D AREA OF 54TE 1]O,OOC &.D6 FOOTPRINT=34615 (�hddter,10-M'Qn of Egress 560 Commerce Drive %OF LOT CO/ERA6E=2H.q% Table Moximvm Floor Area Allor+mc.per 0—pmt 003.2.7.7 500 sf/aao.pmt-hloreho.se Cutchogue,NY IOD sF/occupant-Business meas Toble Egres width 10033.3 03"/occ.pant-3'-0"door=IHC occ.pmts SATE Actual persons per 3'-O"door=13 • 13 t IHO ThereFore OK 1015.1 250'max travel distonee with a sprinkler system PLAN 4t.ol max travel distance=125',Theefoe CK Dead ends-20'moxim.m If more thin ane exit is squired Na Dead Ends Corridors.Therefore OK IID/20I�3 A_ I SITE PLAN A5NOTEP _p �„ _ 5,_0„ 1 OF g a .B Baa a pp • C- F--"- North --"-Borth Faris Environmental Council 22700 Mains Road PO Box 799 North Fo r�! � ?} 1lta##i#sack,NY 11%2Il` f: . E ro l e f as O ri c l Phone: 639.298.8680 V Fax: 639.298.4649 f f Web: w",rAFEC9.org 2 June 2014 Attn: Southold Planning Board Southold Town Planning Dept. Southold Town Hall Annex PO Box 1179 Southold, NY 11971 � r RE: Peconic Recycling &Transfer II On May 5, 2014, another extension was granted until March 18, 2015 for final site plan approval of this property. It's our understanding that original approval for this project was granted around 2007. The Board of Directors of the North Fork Environmental Council (NFEC)wishes to express its concern about Southold's general planning process as well as certain aspects about this project which no longer seem to fit with today's realities. At the Town's public meeting on Cutchogue land use on June 5, 2014, presented in preparation for the development of the Land Use chapter of Southold's 2020 Comprehensive Plan, a great deal of the meeting was spent on what's changed in Southold—large increase in traffic due to summer tourists being the number one issue—and what hasn't changed over the years—the master zoning and land use plan. At that meeting I asked a question, referring to this project—Does there come a point in time when a project's approval from the Planning Board expires?The simple answer was, "No."The NFEC wishes to raise this issue for consideration, not just for this particular project but for the Town's planning process as a whole. The Planning Process As I've stated in many of these hamlet meetings, the overall planning process in Southold far exceeds those of other Towns. We should be and are thankful for that However, that doesn't mean there aren't areas which require updating and improvement. In discussing this matter with past planners for other towns, I've learned that most site plan, subdivision and change of zoning approvals typically include an expiration period. Often, it's incorporated in the form of a condition of approval, covenant or simply a code provision which grants the applicant a specific and limited time to commence and complete construction. In the case of a "preliminary" approval, the code or approval is usually only valid for a specific period of time-typically one (1) to three (3)years. Even Brookhaven, a town long known for its staunch support for property owner's rights, has such a condition on its approvals. This makes sense for the benefit of the community. r � 0 page 2 In this recent land use meeting, I should have asked the question differently and framed it in the following manner: If the Town makes a zoning change or makes changes in acoepted uses within an existing zone which is favorable to a properly owner, he/she can benefit from such favorable changes. And if either type of change adversely affects a property owner, sometimes prior use is grandfathered in so he/she does not incur a hardship and sometimes the property owner just plain loses...that's part of the risk of any investment, including real estate holdings. So, after a pre-defined period of time why couldn?the Town make, in essence, an "adverse decision"that if a prior approved use is not enacted in the window of time, approval is considered lapsed and the application process needs to stat over? The NFEC supports property rights but real estate is an investment which experiences many types of rises and falls. The Town should not be in a position to protect speculative property owners and developers from changes in the community, changes in zoning which reflect those changing needs, and changing conditions within the community itself. Just take the issue of an environmental impact study(EIS).An EIS done and approved five or more years ago will certainly not address all of the issues an EIS done today would have to consider whether it be added traffic, other developments adjacent to or nearby the property in question, wastewater issues, increased protection of groundwater from project runoff, etc. So there has to come a point when a prior approval just grows too old to make sense in today's conditions. A point was made in the Cutchogue meeting that in general and in this spec case, the Town looks to see that the prescribed use meets current and future needs of the community. But there's fault in that reasoning. How can anyone properly predict future needs and conditions?The answer is they cannot. Back in 2007, it may have seemed that Southold was in for a period of growth. But again, data shared at the recent Cutchogue meeting revealed that little has changed in Southold in terms of growth between the 2000 and 2010 census reports. Projected significant growth never materialized. But what was clear is that as wineries have increased in number and matured, and as people look for more local rural and scenic sites for events such as weddings, tourist traffic and the ensuing stretch limos, shuttles and tour buses have made traffic on the North Fork hellish and more dangerous at times, and come to a stand still at other times. Times have changed over the past 25 years since zoning was last addressed and even more so over the past five to 10 years as tourism business continues to grow. So why shouldn't the Southold planning process recognize this and put reasonable time limits on project approval, like other towns have? The Peconic Recycling & Transfer 11 Project The NFEC is disappointed in some of the answers we've gotten to questions around this project and the community is growing more and more concerned about this site. Because of the plateaued growth on the North Fork, for an operation of this size, one of the biggest commercial buildings to be built in Southold Town, it has been noted by people both in the Town government and outside of it that the transfer station would have to handle refuse from most of the five East End towns and perhaps even some more western towns, in order to make business sense. page 3 If this is the case, and we believe it is, then the potential traffic of trucks coming in and out of Southold from other towns, in addition to the transfer station's own trucks hauling refuse to other transfer and shipping point to the west, will be ruinous to the North Fork, not only in terms of traffic but also in terms of the noise and air pollution such truck traffic will bring with it. What further aggravates this problem, and something not known and factored into the Town's earlier approval of the project, is that Brookhaven's remaining landfill will be closed in 2017.This forced closure will throw the solid waste program on the entire East End into a tailspin. Brookhaven will be forced to deal with a loss of$40 million in dump fees and an addition of upwards of$40 million in costs of handling of its own trash in a different manner. Cheap, nearby solutions will be needed and soon, before long-term solutions are developed and adopted. With loss-leader and high-volume pricing, a good deal of Brookhaven's trash—and many of their trucks—could find its way here. Is that what we want? No. It was noted that the transfer station is sited on a"highway."County Road 48 is not a highway.And just because this road has two eastbound and two westbound lanes in Southold, the Town must take note that it terminates to the west on the single4ane Sound Avenue, a narrow, historic and rural corridor. Even if the Town washes its hands of trucks either barreling through places such as Harbes Farms or sitting in "pumpkin traffic"to the west, it cannot deny that on summer and fall days, bumper-to-bumper traffic on Sound Avenue will mean these trucks will cross over to Route 25—hardly a highway— adding to increasingly unsafe side roads in and around Mattituck, as well as back-ups on Route 25 itself. Conclusion Simply put, the conditions on which this project was approved years ago no longer exist. The EIS is out of date. Traffic issues have dramatically increased in the past couple of years. The Town's solid waste needs have not dramatically increased over the past decade.And growth and environmental issues in other towns to the west should not be a reason why Southold residents should have to change our way of life, deal with added truck traffic and a decrease in road safety, at the very least. The NFEC asks the Town to not only re-examine this project and its impact on the community but also its overall planning process and not let projects, like this one, approved but not acted on for a period of more than three years, hang around the community's neck like and albatross as the community, its needs and local environmental issue change.The Town has the obligation to protect the community's well being and not a property owner's long-term investment as times and conditions change. Sincerely, /V-�w William Toedter president, N FEC cc: Supervisor Scott Russell MAILING ADDRESS: PLANNING ALD BOARD J. MEMBERS LCENSKIO��QF S�UryOl Southold,Oox 1179 Y 11971 Chair 41 OFFICE LOCATION: WILLIAM J.CREMERS va Town Hall Annex PIERCE RAFFERTY �pQ 54375 State Route 25 JAMES H.RICH IIIMARTIN H.IDOR ��iYftly%� (cor. MaSou h dYoungs Ave.) I�1, Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 6, 2014 Mr. Jonathan DiVello Mattituck Environmental Services P.O. Box 1402 Mattituck, NY 11952 Re: Extension of Site Plan Approval for Peconic Recycling & Transfer Corp. Located at 560 Commerce Drive, north intersection of Corporate Rd. & Commerce Dr., Cutchogue SCTM#1000-95-2-5 Zoning District: LIO Dear Mr. DiVello: The following resolution was adopted-at a meeting of the Southold Town Planning Board on Monday, May 5, 2014: WHEREAS, this approved site plan is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 sq. ft. parcel; and WHEREAS, Peconic Recycling & Transfer Corp., is the applicant of the 2.1-acre parcel in the LIO Zone, owned by Commerce East One, LLC, located at the north intersection of Corporate Rd. & Commerce Dr., known as 560 Commerce Drive, Cutchogue; and WHEREAS, on August 11, 2008, the Southold Town Planning Board granted approval on the site plan entitled "Peconic Recycling and Transfer" prepared by Michael K. Dunn, dated July 8, 2007; and WHEREAS, on August 11, 2011, the site plan approval expired; and WHEREAS, in a letter, dated March 7, 2013, the applicant, Jonathan DiVello, requested an Extension of Site Plan Approval; and WHEREAS, on May 2, 2013, the Southold Town Planning Board granted an Extension of Site Plan Approval from August 11, 2011 to March 18, 2014 on the site plan entitled "Peconic Recycling and Transfer" prepared by Michael K. Dunn, dated July 8, 2007, with one (1) condition: Submit a lighting plan for Planning Board approval that conforms to §172 of the Town Code within 60 days of the date of this resolution; and • 0 Peconic Recycling & Transfer 11 Page Two May 6, 2014 WHEREAS, on August 29, 2013, approval from the Suffolk County Department of Health Services (SCDHS) was received under File #C10-13-0002 at 1,407 gpd for a Warehouse with Office; and WHEREAS, on December 11, 2013, the condition to site plan approval extension was satisfied by the submission made by Jonathan DiVello, owner; and WHEREAS, on December 13, 2013, Town Building Permits were issued to the Applicant; and WHEREAS, on March 18, 2014, the Extension of Site Plan Approval expired; and WHEREAS, in a letter, dated April 24, 2014, the applicant, Jon DiVello, requested an Extension of Site Plan Approval for one (1) year; therefore, be it RESOLVED, that the Southold Town Planning Board grants an Extension of Site Plan Approval from March 18, 2014 to March 18, 2015 on the site plan entitled "Peconic Recycling and Transfer" prepared by Michael K. Dunn, dated July 8, 2007. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman • • WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, May 5, 2014 4:00 p.m. Southold Town Meeting Hall (3:30 p.m. Executive Session for the purpose of legal advice) 4:00 p.m. Applications 5:30 p.m. Review Public Meeting Agenda ......................................................................_.._.__..__....................................---..........._.._.__......................................__..._.....__................................................................................................_......................................................................................................................__...................................................................................... . Project name: Sutton, Alexander & Trac V SCTM#: 1000-78-9-54 & 78 :.......................1.....___........___....»-..............................................._:......-.................................._....»_.........._......................................._...._...._.._.._.._.........._.......1........._........._._..._._._......................................;..................................................A........._._..__......_._.__...._._................__..._............__._....._........,.......: Location: 1160 North Bayview Road, 111.56 feet northeast of Liberty Lane and Victoria Drive, Southold Description: This proposal is for a Standard Subdivision of a 1.82 acre parcel where in i 2010 the Zoning Board of Appeals granted an area variance to allow for this parcel to be subdivided into two lots where Lot 1 equals 1.13 acres and Lot 2 equals 0.69 acres, located in the R-40 Zonin District. ............................................._..__...__................................__.___T_____.__..........._..._._..._......_....�.....__...................___..........................................................................._...._..........._._..........................................................................................................................................................._._......................y Status: New Application lication _.._._...._...................................__._............................................:.._..................................... __........................................_......._._._._........................................................................................................................................................................................................................................................ Action: Review Preliminary Plat. _....................................._.. ........................_....._...................................rY.................._.._._......_.......... ....._... ........................ ................................................................---.............------._._.._.................................. ............. ..... ........._ Attachments: Staff Re ort ........................................1...-- . .............. .... ............ .. . ......... .............. ......_...._..................................................__..........................._....................._.. _..._..........................................._....................................................................................................................... Project name: ' Stanton, Phil & Jennifer SCTM#: 1000-64-1-29 Location: 845 Maple Avenue, Southold ............................................................._...._.._........................:.........................................._.. ......._.................................._......_..___...._............................................ .................................................................................._............._..._...._.............._....._._............__........._...._......_...---._................_...............__.....i Description: This proposal is a Standard Subdivision of a 5.32 acre parcel into three lots where Lot 1 equals 2.45 acres, Lot 2 equals 1.25 acres, and Lot 3 j e uals 1.63 acres, located in the R-40 Zonin District. ..................................................................._........................_...............:............9............... ................................................................................................................................... ................_................................9...................................._........................_._........................................................_............................. Status: Conditional Sketch AP.P.roval .........._....................................................._..._.........................................._._._....--.............__.....................................--................................ .................................................................................................................................................................. ... Action: Review submitted documents. Attachments: Staff Re ort ..............--............................................................................._......................................................I?................... ................ .. ... Project name: Barszczewski, Joseph Jr. SCTM#: 1000-53-2-9 J............................... ..._._..........................._:... ......................... ............ ......... .....................P.-...................................................................._:.................................. .... . .... .. . Location: 5 Lawrence aneGreenport_ _ .... ..................................................................................................................................... ................................................. . .. ............................................................................................................................._ ............................. _........._....................................................... ...... Description: This site plan is for the proposed construction of a 50' x 75' (3,750 s.f.) stora a buildin on a 9,375 s.f. parcel in the LI Zonin District 9....................................._.........g......................................_............................................._ ...............................................................................................................9............_................ ................................................................. Status: Pendin ..................................................................................................9.................................................................................................................................................................. Action: Review revised site plan. .................................................................................................................._.......................................................................................................................................................................................... ............................................................................................................................. Attachments: Staff Report ................................................................................................................................................ ..................................................................................................-............-........................................................ ............................................._..................................................................... Projectname: Peconic Recycling & Transfer II SCTM#: 1000-95-2-5................................................................... _.............:............................................................................... ..-................. .................. ...................................................._....................................................._:...................... ..... .... .......................... Location: 560 Commerce Dr., at the intersection of Corporate Rd. & Commerce ... ........................... Dr., Cutchogue .. Description: This site plan is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 sq. ft. parcel in the LIO Zone. ... ............................................................................................................................................................................................................................................................................ ... . .. ............................................................................................................................................................................................................... Status: Approved proved Site Plan ................................................................................................................._:.............. ................................................................................................................................ .. ........................... ............................................................................................................................................................ . Action: Review request for Extension of Final Approval. .-..... ....... ............ .. ........................................ ... _.. .._ ....................................... ....... Attachments: Staff Report ........ ........ . .. ._.. .:..... .. .... .......... _............. .......... ............ .... Cummings, Brian A. From: rkern448@aol.com Sent: Friday, May 02, 2014 12:19 PM To: Cummings, Brian A.;jdivello@mattituckenvironmental.com Subject: Re: Categories: Red Category Brain, We received the health department approval in September 2013. Then filed for a building permit was received December 13th 2013 We had one week of work and then stopped for approx. 3 months due to weather.We have a good 6 weeks of progress since the weather break. We have lost a good 6 to 7 months due to waiting on permits and weather. We appreciate the boards consideration in extending our site plan to March 2104. Thank You -----Original Message----- From: Cummings, Brian A. <brian.cummings(cDtown.southold.ny.us> To: 'Jon Divello' <*ivello(cDmattituckenvironmental.com> Cc: 'rkern448@aol.com' <rkern448(aD-aol.com> Sent: Thu, May 1, 2014 11:00 am Subject: RE: Hi Jon, The site plan application is on the Planning Board's work session agenda for this Monday, May 5th @ 4:OOpm in the Town Hall meeting hall. The Board has read your letter requesting an approval extension and will require that you provide a reason as to why you are requesting an extension. (in the May 7, 2013 letter you cited financial reasons for not acting on the approved site plan, but in the most recent letter of April 24th a clear reason was not provided.) If you can provide us with a letter to that effect before Monday, excellent; if not, please be prepared to answer this question from the Planning Board at the work session on Monday. Give me a call if you have any questions. Thank you, Brian Brian A. Cummings, Planner Southold Town Planning Department 53095 Route 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 E-mail: brian.cummings(a7town.southold.ny.us 1 • s Cummins Brian A. Cummings, 1 � r From: Jon Divello <jdivello@mattituckenvironmental.com> Sent: Thursday, May 01, 2014 7:10 PM To: Cummings, Brian A. Cc: Stanley Lomangino Subject: Re: RE: Categories: Red Category We had a few hold ups with health department. We started site work in December as soon as we got the building permit. In addition.we obviously got pushed back several months because of the Antarctic winter we had.So those are a few of the reasons we were held up. We are currently under construction. We should be finished by June or July. I'll see you Monday. Sent from my iPhone On May 1, 2014, at 10:00 AM, "Cummings, Brian A."<brian.cummines@town.southold.nv.us>wrote: Hi Jon, The site plan application is on the Planning Board's work session agenda for this Monday, May 51h @ 4:OOpm in the Town Hall meeting hall. The Board has read your letter requesting an approval extension and will require that you provide a reason as to why you are requesting an extension. (in the May 7, 2013 letter you cited financial reasons for not acting on the approved site plan, but in the most recent letter of April 241h a clear reason was not provided.) If you can provide us with a letter to that effect before Monday,excellent; if not, please be prepared to answer this question from the Planning Board at the work session on Monday. Give me a call if you have any questions. Thank you, Brian Brian A. Cummings, Planner Southold Town Planning Department 53095 Route 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 E-mail: brian.cummings@town.southold.ny.us c Ji d� April 24,2014 Brian Cummings, This is a request for an extension of our site plan approval for consideration by the planning board, until March 18th 2015. We got our building permit December 13th 2013.The facility will be complete by March 1st of 2015. Peconic Recycling and Transfer REF SCTM# 1000-95-2-5. Please,send all correspondence for this project to Mattituck Environmental PO box 1402 Mattituck NY 11952. Sincerely, Jon Divello Owner a0 MAILING ADDRESS: PLANNING BOARD MEMBERS *QF SOP.O. Box 1179 DONALD J.WILCENSKI �� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y� Town Hall Annex PIERCE RAFFERTY G • 54375 State Route 25 JAMES H.RICH III 01 (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR yCou�m�� Southold,NY IY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 14, 2014 Mr. Jonathan DiVello Shelter Island Environmental P.O. Box 963 Shelter Island, NY 11964 Re: Extension of Site Plan Approval: Peconic Recycling & Transfer Corp. Located at 560 Commerce Drive, north intersection of Corporate Rd. & Commerce Dr., Cutchogue SCTM#1000-95-2-5 Zoning District: LIO Dear Mr. DiVello: The Extension of Site Plan Approval granted by the Southold Town Planning Board on March 18, 2013 has expired (resolution attached). If the work on the site has been completed, please submit a request for a final site inspection. If the work has not been completed, please submit your request for an extension of site plan approval for consideration by the Planning Board, to include the. reason why an extension is necessary. If you have any questions regarding this matter, you may contact our office. Very truly yours, Brian Cummings, Planner Encl. MAILING ADDRESS: PLANNING BOARD MEMBERSP.O.Box 1179 DONALD J.WILCENS10 OL so P.O. Southold,NY 11971 Chair �Q OFFICE LOCATION: WILLIAM J.CR.EMERS 411 Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR yCOU '� Southold,NY Telephone:631765-1938 Fag: 631765-3136 PLANNING BOARD OFFICE December 12, 2013 TOWN OF SOUTHOLD Mr. Jonathan DiVello Shelter Island Environmental P.O. Box 963 Shelter Island, NY 11964 Re: Extension of Site Plan Approval: Peconic Recycling & Transfer Corp. Located at 560 Commerce Drive, north intersection of Corporate Rd. & Commerce Dr., Cutchogue SCTM#1000-95-2-5 Zoning District: LIO Dear Mr. DiVello: The Planning Board granted an Extension of Site Plan Approval from August 11, 2011 to March 18, 2014 on the site plan entitled."Peconic Recycling and Transfer' prepared by Michael K. Dunn, dated July 8, 2007, with one (1) condition. The Planning Board has determined that the condition listed in the letter dated May 2, 2013, has been satisfied based on the letter submitted by Jonathan DiVello, owner, dated December 11, 2013. The site plan is now in conformance with the Southold Town Code and Extension of Site Plan Approval is complete. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Donald J. Wilcenski Chairman cc: Planning Board Heather.Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer k IC _ M �T � K Environrriental Services December 11, 2013 DEC 112013 Re: Written Assurance I To Planning Board Office: Peconic Recycling&Transfer Corp. will have all exterior lighting on site constructed pursuant to Chapter 172 of the Town Code and that all ten (10) of the proposed "XGB3-128 LED Crossover Area Light fixtures will be constructed with the same full cut off and shielded light fixture as stated on the site plan along the northeast property line. Sincerely, /Jo �DlVello 800 Wickham Avenue,Mattituck,New York 11952 Office:631-298-8888 Fax:631-298-2011 MAILING ADDRESS: PLANNING BOARD MEMBERS OF soar P.O.Box 1179 DONALD J.WILCENSKI O�� y�l Southold, NY 11971 Chair Q OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTYG • O 54375 State Route 25 JAMES H.RICH III i2`� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR IyCOU '� Southold,NY Telephone: 631765-1938 Fax:631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 2, 2013 Mr. Jonathan DiVello Shelter Island Environmental P.O. Box 963 Shelter Island, NY 11964 Re: Extension of Site Plan Approval: Peconic Recycling & Transfer Corp. Located at 560 Commerce Drive, north intersection of Corporate Rd. & Commerce Dr., Cutchogue SCTM#1000-95-2-5 Zoning District: LIO Dear Mr. DiVello: The Southold Town Planning Board granted an Extension of Site Plan Approval from August 11, 2011 to March 18, 2014 on the site plan entitled "Peconic Recycling and Transfer" prepared by Michael K. Dunn, dated July 8, 2007, with one (1) condition as follows: 1. Submit alighting plan for Planning Board approval that conforms to §172 of the Town Code within 60 days of the date of this resolution. On April 8, 2013, a lighting plan was submitted; however, it did not fully comply with Town Code because the foot candle measurements did not extend to the property line on all sides. Rather than requiring a revised photometric plan to be submitted, the Board will be satisfied with a written assurance that the same "full cut-off" and shielded light fixture as stated in the notation for the northeast property line will be used for all ten (10) of the proposed "XGB3-128 LED Crossover Area Light" fixtures on-site. These fixtures (on the northeast property line) show the correct foot candle measurements at the property line (< 0.01 fc). Please submit this written assurance at your earliest convenience to the Planning Board so that the condition can be found to be fulfilled and the Extension of Site Plan Approval completed. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, April 22, 2013 4.00 a.m. Southold Town Meeting Hall 4:00 p.m. Executive Session: Town Attorney conference 4:45 p.m. Applications: _..................._......_......_...._...._............_..._....... - --..................__...........__................_............._..................._.............._........._............._..._...................................................._..__._..._....................._....................................._._, Project name_ .................._._......Corazzini, Richard .__..._.._._............- ...._......._...PPPPPP--......._SCTM#...__._1.000-84-1-32._1_......_..--....._._............_........ PPPPPP--- Location 6245 Cox Lane, Cutcho ue Description: This proposed site plan is for a 2,520 s.f. addition to an existing 3,150 s.fJ ..............._..............................................................._.........................__._building for office.space and storage on_a_6.8 acre parcel in_the. LI Zone. Status: Pending t..._..__.._...._..__...... ...._.._.............___.........._...._.....__..._.. --............_....._.__..._.. .............._._...............-- - ... _ _._ ..__ _PPPPPP __........._ .._._..._............_...... _t Action: Review referrals. _...._..-----........._.......__..............__...__..._.-.._......... - --_ _ — _....... ...__._...._..._...._........................_..........._..._.._......_....-......_...._.._...............-._...__.._...- _�_....._.._.. -- .......- .._._........ _...� Attachments: Staff Report _.__........_...._.__..........._.._..._.._.._.___...._................._._...._.___-- —_ -----PPPPPP _.__..__....__ L Project name.: Peconic Recycling & Transfer II SCTM4-T1000-95-2=5_—_ PPPPPP_-._ _..__ Location: 560 Commerce Dr., at the intersection of Corporate Rd. & Commerce I --.......__.............................................. _.........._........_Dr., Cutch_o _ue__ ..._... __.._...._....—....__.._.__.--......__.__............-------- Description: This site plan is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station on a vacant_118,1642s . ft. parcelin the LIO Zone _ . ..........._._....................._.... . ._ g..._ ..... - ... . Status.............._......................_._......................__._A�proved..Site Plan _....._.....-._........_....................._............_......................... Action: ...._._......_.l__Review revised photometric p_Ian._..._............................... _.............._._.........................__. .._....._................_........._..........._........__...................................................._........-_-..._................................. -; Attachments- Staff Report _ _......_.....__.._._...._...._._......_..__._........._.....__._..._......._._._.._.1.__ ..._ . ........._..._......_......................_..............._..._........._.__..............._._..........._...._...._......................_.._.._......................._...----........._..............� r_._........._....................._............__..........._......__._._........_........._.. ---......._..---......................_....._.__..._.................-..........-...--.........._......................_..........-..._..........._..._...... -._.._....--,-_..............._..._........................................-..._..........._...._................--........_. Project name: 67 Steps Vineyard JEMCO SCTM#. 1 1000-35-1-24 J .. _ ... ._._..._...._.._._._..........._._._.._......._._._P.. --y - PPPPPP_ ._...........__............_.._._a.................._....._.__.._....._......_._.__._.......---------........._.._........._....._..--_._..........._........_....__............._...... Location: 1825 Main Road Greenport Description: 1 This site plan is for construction of a retail winery _ _._.._........ ...._._..................... ---.._._._. Status: ' A roved Site Plan I PPPPPP.-- -PPPPPP _PP. . . - . PPPPPP ...__...- ------ _.... ____...............__........._._._............__......._....._._..........._............_..__._........_.._....----............._.........._._.._............_� Action: Review comments from Final Site Inspection. i ... _...._...._....__......_.._...---.._.......---..__._........_.._..... ---.........._� (...Attachments lSta-ff Report --.._.._ P I _.._._... ................_........._........._._....__......__._.........._._.....--- ---- -- __....._._......_....... --......_......._.........._._.....--...__... --- -......._....- -_ ...........-----_ _._..... _.............._...... Proiect name: Sherwood House Vi "ards SCTM#:11000-100-4-5.3 _ Location 2600 Ore on Road, Mattituck j .._._.__ -......1.16.._..._....-_-..q__ . __ .__..._.. ......__. _.._. _. . _ _ Description. is site plan is for an outdoor wine tasting patio & associated parking. _i Status: Pending _...._......__........ 9 ......... ............... ................._ _....... ... ............._..---........_....__.._..............._ _........ .....--PPPPPP Action: ' Review for a determination. ......_._................................._..............._........_................_........_.. ..__._..... --....._.._....----..............._._.__............_...._..._....._............................................_......................_................---..._._.._.......................__.............................._..............__............._..........._..._...-----........._._..._......._......._._......1 Attachments: Staff Report _ 1 Discussion: • Ovsianik Change of Zone Application - comments to Town Board • Pre-submission: Harbes Family Farm, SCTM#1000-120-1-3 • Pre-submission: Crescent Beach Condos. Storage Building, SCTM#1000-35-8-3.2 • Local Law re: Marine District 11 & Plum Island Zoning - review Planning Report 11 i � Submission Without a Cover Letter FJ VE Sender. � APR - 8 2013 .�o" U�f� Subject: � _ r `� e_ccx�� ecY c�� hSk CffA SCTM#: 1000 Date: f-), Comments: -z_ P6A MOu a_ �S � e�n • MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 �� DONALD J.WILCENSKI 0f SOury� Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III %�0 �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDORCOU,M'� Southold,NY 11', Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 19, 2013 Mr. Jonathan DiVello Shelter Island Environmental P.O. Box 963 Shelter Island, NY 11964 Re: Extension of Site Plan Approval: Peconic Recycling & Transfer Corp. Located at 560 Commerce Drive, north intersection of Corporate Rd. & Commerce Dr., Cutchogue SCTM#1000-95-2-5 Zoning District: LIO Dear Mr. DiVello: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, March 18, 2013: WHEREAS, this approved site plan is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 sq. ft. parcel; and WHEREAS, Peconic Recycling & Transfer Corp., is the applicant of the 2.1-acre parcel in the LIO Zone, owned by Commerce East One, LLC, located at the north intersection of Corporate Rd. & Commerce Dr., known as 560 Commerce Drive, Cutchogue; and WHEREAS, on August 11, 2008, the Southold Town Planning Board granted approval on the site plan entitled "Peconic Recycling and Transfer' prepared by Michael K. Dunn, dated July 8, 2007; and WHEREAS, on August 11, 2011, the site plan approval expired; and WHEREAS, in a letter, dated March 7, 2013, the applicant, Jonathan DiVello, requested an Extension of Site Plan Approval; and WHEREAS, at their March 18, 2013 Work Session, the Planning Board reviewed the original site plan approval in light of any new Town Code requirements, and found that the site plan j remains in compliance (except for lighting which is addressed in the condition below); therefore, be it i Peconic Recycling & Transfer Corp. • Page Two March 18, 2013 RESOLVED, that the Southold Town Planning Board grants an Extension of Site Plan Approval from August 11, 2011 to March 18, 2014 on the site plan entitled "Peconic Recycling and Transfer" prepared by Michael K. Dunn, dated July 8, 2007, with one (1) condition: 1. Submit alighting plan for Planning Board approval that conforms to §172 of the Town Code within 60 days of the date of this resolution. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman 0 • WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, March 18, 2013 4:00 P.M. Southold Town Meeting Hall 4:00 p.m. Applications 5:30 p.m. Review Public Meeting Agenda : ................ ................... ................... ................................................................................................................................................................................................__...................................,........................ ................_..................................................... .......................................... ............ ... Project name: Peconic Land Trust/Oysterponds SCTM#: 1000-31-5-6 Historical Society . .............:......................................................................................................................................................................................................................................... .............................................................................................................................. Location: 12395 Main Road, East Marion ..................... .................................................................. ........................................................................................................,...................................................................................... ......................................................... .......... Description: This proposal is for a standard subdivision of a 7.2 acre parcel into two lots where Lot 1 = 3 ac. to be preserved entirely as open space and Lot 2 = 4.2 acres including a 1.6 ac. historic preservation/accessory structure area and 2.6 acres of preserved open ace in R-80 Zonin District. . ..........., ................ ... ................... ................. ........ ......................................_p . p. 9 Status: en in ...................................... ................ ............. ............... ................. Action: Review submitted material & for SEQR determination. ................ .. ........................................................................................................................................... .................................................................................................................................................... ................ Attachments: Staff Report._ .................................... ............................................................................................................................................................ . _ ...................................... .......................... ................................................................................................................................................................................................... ; ............................................................................................................... .................................... ................................................... ................................................................................................................................................................................................................................................................................. ............, 1000Peconic Recycling & Transfer II SCTM#: -95-2-5Pro1ect name: .......... ......................... .......... .......................... . ...................................... ......................... ...................... . .. .. .........................................................................................................................................._............................ .............................................................. ...... Location: 560 Commerce Dr., at the intersection of Corporate Rd. & Commerce Dr... Cutcho ue .. ............................. ................ ................_................... ....................0........................................................................................................................................................ ............................................................. .... ........... Description: This site plan is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 s ft parcel in the LIO Zone ........ .......... ..................... ............ ........... q.............. ......................................................................................................................................................................... Status: ..._Expi.red................................................................................................................................................................................................. .............................................................................................................................................. ,. ...... Action: Review expired..._site....plan..................................................................................... ..............__................................................................................................. ....... Attachments: Staff Report rt .................................................................................... ............................................. ....... ... ..................................................................................................................................................................................................................................... ............................................I............. Project name: Mattituck Plaza SCTM#: 1000-142-1-26 J. .. ...... ................... ........................................................ ......................................... ................................................................................. ............ ............................................................................... ........ ................, ........... Location: 10095 NYS Route 25, Mattituck ....................................................................................................................................................................................................................................................................... .. ................... ....._............................................................................................ ...... Description: Construction of a 2,400 sq. ft. roofed over accessory structure. .................................. .................................................................................................... ........................................................................... Status: Pre-submission ......................................................................... .,.............................. ................................................................................................................................................................................................................................................................................................. .................................................... ...........: Action: Review draft comments to ZBA. . ........................................................................................................................................................................................................................................................................................................................................................................................................................... .............__................................................................................................._ Attachments: Draft Comments .........................................................................................................___.......................................................... .............................................. ..................: ........................................................................................ ...................................................................................................................................................................................................................................................................................:..................................................................................................................................................... Project name: 67 Steps Vineyard (JEMCO) SCTM#: 1000-35-1-24 J....................... ............ ......................................................................__y....................................................................................................................................................................................................................................................................................................................... Location: 825 Main Road, Greenport.. .......... . ............................................................... ......................................................._..................._................................................. .............. ................................ ............<................................................................................................................................... Description: This site plan is for construction of an 8,419 sq. ft. building with associated parking for the purpose of a retail winery on 60.33 acres located in the R-80 Zonin District ............................................................................................................................................................... ..........................................................9............. ................................................................................................................................................................................................... :......... . . . Status: Approved Site Plan ............................................................................................................................ ................................................. ... ..................................... .............................. . ............................... .......................................................................................... ............. . ......................... Action: Review comments from Final Site Inspection................................... ............................................................. ............................. ...... :...... ......................................................................................................,. ................................................................ . . . . .. . ............. . ............................................................ Attachments: Staff Report ................ March 6, 13 To Whom It May Concern: MAR - 'J 2013 Southold 'own Planning Board Due to the downturn in the economy and economic conditions facing the construction industry on the North Fork over the past few years we were unable to start construction on the Peconic Recycling and Transfer station project. We would like our site plan approval reinstated so we can get a building permit and start construction. Sincer ly, Jonath DiVe110 Managing Partner �. FOI,t ; OWN OF SOUTHO L _ 2c �g Purchase Order # -118 4 Tax Exempt # A163554 Date October 21, 2008 Account #'B 8020 4 500 300 [Deliver and send billing to: Vendor # Department PLANNING BOARD Nelson Pope & Voorhis, LLC 572 Walt Whitman Road Address Melviille, NY 11747 L L VENDOR "Return this copy and Town of Southold voucher itemized and signed for payment" ITEM QUANTITY DESCRIPTION UNIT COST TOTAL SEQR review.-through May 14, 2008 RE: PECON=IC RSGYCLE & TRANSFER $750.00 THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE IN TPROPRIATION CHARGED Dept. Head I CERTIFY T TO BE A JUST AND TRUE CHASE ORDER AIj Supe Isor VENDOR COPY r vendor No. -- _ x, :�,x :,: —•�:tt — 'FO`vn of Socztbold , N e�� York - Payment Voucher �� '�`•' • \'l:l11l,lf T.I.\ II)t•1111111✓.'/rr Y� �9'�- • F 4•.» it`A Sfc,al Seeunr:Number J, C h VendorAddre,�s �t».< R. F�i \, 1'e�cphr,,•e�Vurllhcl I Ste`• - ,r �� Net Pumhasc Drdrr 'xs «n: let<'+�+ Ny: • umi;c' U3,c Tui Discount Arnoune Claimai Numtler Deseriprio-n,ll Goods or.�icr,.ices �?,' �? �� " •' "tY:..,l .o .,,,; - «frr RE I , RRi � c•>',+'L"ly-•��'hyga" •�•'br•��;6r1F `34'yy'ti�:�" � _ _ L• n mac. r-i +l" vs`JI i� �jr ��,f,c•:,,\,��;�+,,.,.:::� ��a...c.1<''�:i �:u:e1.�?' 4Ls.�a,":•s::t,t.'?ai�`S',-`:t Fy''•. ""' :t'T-tF. Mai .-` .+C'r'-tt -,—ti'�-R:+irY+.i:.�li?�+ `bT»-ya "t is 3ty ".,ye�,<, . tr G I t� �'� �y`� � 4:i�� f�C rim'••:-9•_ _ .'A`..`Jvti7'•�3 u.��aaL•«•'e• A��JC ti)�)�ii�1`J"�.',��i;,• _ � I j �_ >:.ei-•�c„r•'• _ ,,.. 3.Gty'-�i �'`.�°-"G;•'i.:`''i•'7�'.::.s.2. '�, b?�=""� mac' .�r.�,•{•�}�r�,�a.,,t, , �W ee'r.`. — -p..2 ..xr. 'C�:'7,�f.)t frtT+3•';c. ,�,t4�t'e;/� Y:.`�x''.i, ,,,;.,i:� La"..��-� :.,•nom tlzWw��+��?.?`� a�,+yc iii ,R.c..i�.. -=� .s, •atj� }'�Yr;:tr..^.yy ^�a::•:sl �:- '�...1�'•'� 1� ��1's?•.'.119 � �5ti:1%': �:r...:......,��.f�;v`.*9.t? 'bh*4='a�;.er:_1�3•,�^��:�a illr:�: - Pul•ee Certification l:cul,.:cls,l ,c,)(�'Ic,r nt DepartmeotCertificotion (Acting,n bchall'ufLhc aho,-e rI :12inunj) 1 hcYby cmify Ih:,t flee ri:o4.-uli abcivc specified have bern Ric„'cd by ria lure'901,18 claim is true and corecu,Lhat uc,pan has ' in ofrnct conJition,,ichou,subsutui,on,Ibe s_rviccs pnrcrly J ,,r.:,I pn:,; :seep, a iheftin sPnsa,that the h3lance therein sated is 3clu3lly pnfomxd anJ that ale quinutics th of h:,,e b,tn\'crilicd with the e.,ccpi-,,s d„r 7nJ o••.,n^.end lh L+,e:fro,^\,hich mero�•,n is eaeuq+t::.rc zxcluded. "r dis,:(cP )6Ls noccd,anJ pjrno:nt is oopro,cd f,ile rille .- Ila-..-� —, ( r Nelson, Pope & VOSLrhis, LLC 57:",Wa t Whitman Road Property: 06279 Project: VA02227 �L Phone. -427-5665 Me;vdle NY 11747 Fax: 631-427-5620 Peconic Recycling and Transfer Manager: Voorhis,Charles Invoice To: Town of Southold Planninp-Board Invoice##: 6149 Town Hall, 53095 State Rte 25 Invoice Date: October 07,2008 PO Box 1179 Southold NY 11971-0959 Attention: Heather Lanza MAKE CHECKS PAYABLE TO NELSON POPE&VOORHIS Invoice Amount $750.00 Municipal SEQR Review Work Performed thru 5/14/08 Specified Fee: $750.00 *** Total Project Invoice Amount $750.00 All invoices are due net 30 days. A late charge of]%per month will be added to any unpaid balance after 30 days. Please make all checks payable to NELSON POPE&VOORHIS Please include invoice number on check NELSON POPE& VOORHIS NOW ACCEPTS CREDIT CARDS VISA - MASTERCARD - AMERICAN EXPRESS B111i view Report Nelson, PJW& Voorhis, LLC Pp!d on9/17/2008 at 10:222:16AM ed by Judy Project: VA02 227 Peconic Recycling and Transfer Client: Southol Town Of Southold Planning Board Reference: Town Hall, 53095 State Rte 25 Credit Limit: 0.00 Po Box 1179 Southold, NY 11971-0959 Is Client Inactive? No Primary Contact: Heather Lanza Phone: Manager: Voorhis, Charles Invoice Date: 9/17/2008 Retainer Analysis client Pso act Effective Date: 9/17/2008 Received: 0.00 0.00 Applied To-Date: 0.00 0.00 Balance: 0.00 0.00 Is Project Inactive? No Billing Message: 406279 Project Notes: Billing Period: 9/1/2008 to 9/30/2008 Billing Group: TIME Time Rates Is Billing Group Inactive? No Proposal Number: Change Order? NO Contract Number: Billing Rate Schedule: neral Contract Date: 9/28/2006 Use Government Invoice style? General Work Start Data: No 9/28/2006 Calculate Percent Complete option: Billing Estimated Finish Date: Not Specified Recognize This Percent of HIP: 100.00$ Contract Description: Billing Group Notes: Billing Group Manager: Voorhis, Charles Assigned to Department: e Billing Message: Billing Fee Information: Time Rates Billing,Fee: 0.00 Professional Services P4'(31 Sheet Employee Staff Type Date Bill Hrs /seRate Mult Charge 8311? Aper?. Adi 500 Municipal 5015 Miscellaneous Municipal Consulting 4290 Malicki, Phillip SrEnP 04/06/08 2.00 130.00 1.0000 260.00 Yes Yes Review EAFIII for Town of Southhold; provide revie memo 4307 Malicki, Phillip SrEnP 04/14/08 0.50 130.00 1.0000 65.00 Yes Yes Review EAF III for Town of Southold; provide revi w memo 4319 Malicki, Phillip SrEnP 09/18/085.0 130.00 1.0000 650.00 Yes Yes 4319 Malicki, Phillip SrEnP 04/21/08 2. 0 130.00 1.0000 260.00 Yes Yes Review EAF III for Town of Southold; provide re iew memo & vise per CV input 4339 Malicki, Phillip SrEnP 05/07/08 2 00 130.00 1.0000 260.00 Yes Yes Review memo & revise per CV input 4359 Malicki, Phillip SrEnP 05/08/08 1 50 130.00 1.0000 195.00 Yes Yes 4359 Malicki, Phillip SrEnP 05/09/08 1 00 130.00 1.0000 130.00 Yes Yes Review EAF III for Town of Southhold; provide eview memo & evise per CV input 5080 Municipal SEQR Review 4323 Voorhis, Charles MngPt 04/15/08 0 50 200.00 1.0000 100.00 Yes Yes Calls atty. Coord. staff 4334 Voorhis, Charles MnaPt 04/18/08 1 00 200.00 1.0000 200.00 Yes Yes Review Part III Coord. Staff 4347 Voorhis, Charles MngPt 05/07/08 0. 5 200.00 1.0000 150.00 Yes Yes Coordinate with Phil Malicki Stafff Total Municipal 16.25 2,270.00 5I0 General Environmental 5108 Misc. Environmental Consulting 4367 Voorhis, Charles MngPt 05/09/08 0.50 200.0 1.0000 100.00 Yes Yes 4367 Voorhis, Charles MngPt 05/14/06 0.50 200.0 1.0000 100.00 Yes Yes Calls with contractor Total. General Environmental 1.00 200.00 Billing Group Totals Billing Review Report Project: VA02227 Billing Group: TME Time Rates Page 2 nted on 9/17/:008 at 20:22:16AH Peconic Recycling and Transfer Printed by Judy Billing Group Subtotal: 2, 470.00 Billing Group Invoice Total: 2,470.00 Bill this billing group for this period? Yes HD _..—..-.------------------------------------ Project Totals Project Invoice Total: $2,470.00 Accounts Receivable: Current Invoice Dill Grp TV- Inv Date Due Date Invoice Apt Dlacount Cradlts PAvpants Balance 4526 SEOR Invoice 11/08/06 01/07/07 11250.00 1,250.00 0.00 5092 MISC Invoice 08/02/07 09/01/07 112.50 112.50 0.D0 5381 SEOR1 Invoice 11/26/07 12/26/07 500.00 500.00 0.00 5517 MISC Invoice 01/09/08 02/08/08 337.50 337.50 0.00 5733 MISC Invoice 03/31/08 04/30/08 1,470.00 1,470.00 0.00 Totals: 3,670.00 0.00 0.00 3,670.40 0.00 Aged Receivables: Current 31 - 60 Days 61 - 90 Days 91 - 120 Dys > 120 2,470.00 0.00 0.00 0.00 0.00 Soutfold Planning p p Department Staff Report Site Plan Application Work Session Date May 5, 2014 Prepared By: Brian Cummings I. Application Information Project Title: Peconic Recycling & Transfer Corp. Owner: Commerce East One, LLC Applicant: Peconic Recycling & Transfer Corp. Date of Approval: August 11, 2008 Date of Expiration: August 11, 2011 Tax Map Number: 95.-2-5 Project Location: 560 Commerce Drive Hamlet: Cutchogue Zoning District: LIO II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±120,OOOs.f. III. Action Review all staff comments with regard to the request for extension of site plan approval. This site plan is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 sq. ft. parcel in the LIO Zone, Cutchogue. IV: Analysis 1. The Planning Board granted an Extension of Site Plan Approval from August 11, 2011 to March 18, 2014 on the site plan entitled "Peconic Recycling and Transfer" prepared by Michael K. Dunn, dated July 8, 2007, with one (1) condition. a. The Planning Board determined that the condition listed in the letter dated May 2, 2013, was been satisfied based on the letter submitted by Jonathan DiVello, owner, dated December 11, 2013. 2. Extension of site plan approval expired March 18, 2014. a. Mr. DiVello submitted a request for an extension of one (1) year. March 18, 2014 — March 18, 2015. 1 • 0 b. Building permits we received on December 13, 2013 and the facility is projected to be completed by March 1St of 2015. 3. ZBA variances: Construct new building in LIO Zone a. Area Variances: i. Rear Yard: 75 ft. required; 45' proposed ii. Front Yard "2": 100' required from Commerce Drive; 66'2" proposed b. Lot Coverage: i. Maximum: 20% ii. Proposed: 28.5%. 4. Building: a. 200'x 160' (32,OOOs.f.) building to include six (6) bay areas for sorting and loading. b. 1,140s.f Office 5. Parking: a. (28) stalls required b. (28) stalls proposed including (2) ADA 6. Drainage: a. Staff checked with the Office of the Town Engineer who determined that the approved drainage plan is still compliant with Chapter 236 and should be constructed as approved. V: Staff Recommendations Staff has reviewed the expired application and determined that it remains in compliance with the Town Code. Before recommending the application approval for an extension, however, the applicant needs to provide a reason for the delay in beginning construction, and a timeline for completion of the project. 2 • s MAILING ADDRESS: PLANNING BOARD MEMBERS fiF soar P.O. Box 1179 JERILYN B.WOODHOUSE �0�� y�10 Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS T T Town Hall Annex MARTIN H.SIDOR H Q 54375 State Route 25 GEORGE D.SOLOMON Q (cor. Main Youngs Ave.) JOSEPH L. TOWNSEND lij'COU,M'�� Soutut holl d, NY 111' Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 12, 2008 Abigail A. Wickham, Esq. Wickham, Bressler, Gordon & Geasa, P.C. P.O. Box 1424 Mattituck, NY 11952 Re: Proposed Site Plan for Peconic Recycling & Transfer Corp. Located at the north intersection of Corporate Road and Commerce Drive, known as 560 Commerce Drive, in Cutchogue SCTM#1000-95-2-5 Dear Ms. Wickham: The Southold Town Planning Board, at a meeting held on Monday, August 11, 2008, adopted the following resolutions: The final public hearing was closed. WHEREAS, a site plan was submitted by the Peconic Recycling & Transfer Corp. (hereinafter the "Applicant") on April 24, 2007 for a transfer station on a parcel of property in the LIO Zone located at the north intersection of Corporate Road and Commerce Drive, at 560 Commerce Drive, Cutchogue, also known as SCTM#1000-95- 2-5; and WHEREAS, this site plan is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 sq. ft. parcel; and WHEREAS, on June 16, 2008, the Southold Town Planning Board, acting under the State Environmental Quality Review Act and having performed a coordinated review of this Unlisted Action with the Planning Board, acting as lead agency, made a determination of non-significance and issued a Negative Declaration for the subject action; and WHEREAS, the proposed project was determined to be consistent with the LWRP on October 22, 2007 and the Town Solid Waste Management Plan on July 1 , 2008; and 0 0 Peconic Recycling & Transfer Page Two August 12, 2008 WHEREAS, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to agencies having jurisdiction for their comments and the following agencies responded: Town Engineer, Chief Building Inspector, LWRP Coordinator, Cutchogue Fire District, Suffolk County Department of Health Services, Suffolk County Department of Public Works and New York State Department of Agriculture and Markets; and WHEREAS, the comments from those agencies referenced above were received and accepted by the Planning Board, discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and WHEREAS, all applicable requirements of Section 280-58 (D) Transfer Station and Section 233-6 Transfer Station Special Permit have been met; and WHEREAS, the Town Board of the Town of Southold approved the grant of a Transfer Station Permit pursuant to Chapter 233 of the Town Code on July 1, 2008; and WHEREAS, the Town Board, in their resolution dated July 1, 2008, stated that the Town of Southold Transfer Station permit shall not be released until the applicant produces a valid Transfer Station Operating Permit issued by the New York State Department of Environmental Conservation. The Town of Southold Special Permit shall not be transferable, and shall run for the same duration as the NYS DEC; be it therefore RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Waterfront Revitalization Program and the Town Solid Waste Management Plan and determined that the action is consistent; and be it further RESOLVED, that the Southold Town Planning Board grants approval to the site plan entitled "Peconic Recycling and Transfer" prepared by Michael K. Dunn, dated July 8, 2007, and authorizes the Chairperson to endorse the site plan. Please also note the following required by Town Code: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Approved site plans are valid for three years from the date of approval, within which time all proposed work must be completed, unless an extension is granted by the Planning Board. 4. Any changes from the approved site plan shall require Planning Board approval. Peconic Recycling & Transfer Page Three Auqust 12, 2008 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the approved site plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. 6. Prior to construction, a final drainage plan showing all grades and elevations of all drainage structures, including inlets, top and bottom curb heights, finished floor elevation and top of grates/castings must be approved by the Southold Town Engineer. A copy of the approved site plan is enclosed for your records. One copy will also be sent to the Town Engineer and the Town Building Department. If you have any questions regarding the above, please contact this office. Very truly yours, Jerilyn B. Woodhouse Chairperson By signing this letter, the applicant acknowledges that there are Town Code requirements listed above as numbers 1-5, as well as #6 listed above that must be satisfied prior to the issuance of a Certificate of Occupancy. Vi4d M Cleo iv-1) ,Ute, p1-14 ;,D " Agent/Applicant, Peconic Recycling & rans( sfer Corp. Encl. cc: Southold Town Building Department w/map Southold Town Engineer w/map Submission Without a Cover Letter [ r. CE APR - S 2013 Sender: (Joh V �I 6 __ __- SOJJ;O!5 t04V0 Subject: SCTM#: 1000-qs,--�- Date: Af6 t U 1 —�zo�3 Comments: MCUS fn ces � d-fie._. P Page 1 of 1 /•r�g From: Origin ID:COPA (631)665-9619 f a Ship Date:14AUG08 F Glenn Graham edR 1 gl:6 LB Graham Associates [E] n#:836776411NET8061 Accou 1981 Union Boulevard Accountlf:S"•••"•' Address Bar Code ry Bay Shore,NY 11786 crssassovxs Deliver VIII I II IIIIII IIII I IIIIIII I VIII II I SHIPTO: 6317651938 BILL SENDER Ref# Carol Invoice# Town of Southold Annex Po# 54375 ROUTE 25 Dept At PLANNING DEPARTMENT SOUTHOLD, NY 119714646 FRI . 15AUG AM TRK# 0201 7989 9596 4318 STANDARD OVERNIGHT I ' ' ' �P 1♦ + ti RES r I 11971 ZM WSHA JFKS After printing this label: 1.Use the Print'button on this page to prnt your label to your laser or inkjet punter. 2.Fold the punted page along the horizontal line. 3.Place label in shipping pouch acct affix it to your shipment so that the barcode portion of the label can be read and scanned Warning.Use only the printed anginal label for shipping.Using a photocopy of this label for shipping purposes a fraudulent and coup!result In additional billing marges,along with the cancellation of your FedEx account nunber. Use of this system whelitutes your agreement to the service conditions in the current FedEx serves Guitle,available onfedex.com.Feda will not be resixuarble br any claim In excel of$100 per package, whemarthe resuh of lose damage,delay,nor-delivery,misdelivery or misinformation,unless you dedam a highervalue,pay an addifonal charge,dodrmentyour actual loss and flea timely claim.Limitations found in the current FedEx Service Guide apply Your dghtto recover from FedEx fir any loss,including minimae velueof the package,loss of sales,income inkresL profit attorneys fees,costs,and other some of damage whether direct,madental,consequental,or special is limited to Ne greaterof$100 or Me autho mad declared value.Recovery cannot exceed actual documented loss.Madmum for items of extraordinary value Is$500,e.g.jewelry,precious metals,negotiable instrument and other items listed in our ServiosGuide.Written claims must be filed within and time limits,see current FedEx Service Guitle. till 1 https://www.fedex.com/shipping/html/en//PrintIFrame.html 08/14/08 i AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as 560 Commerce Drive, Cutchogue, New York 11935 by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on August 11, 2008 ��1a3llE �#k�fIsxx € i�I"xii�lO" ` retd�tr�t�ei�.tx> �ofia�iet�rxto��ts[gimecic�o:tMe�wra�aec�fineoo�dcnf�voarcyc �ts�te }ir>�Kab7�tS�ttd�i�1�F01��iG�FIC3�f$85'fN'FX Jon DiVello Your Name (print) 1 v Signa .?e). Address Date . ...xK Notary Publicr. - - DONNA McGAMAN Notaxy 1815wNo0MC4549York Cu®llfied in Suffolk County Commission Expires Aug. 18,MW L PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 8/8/08 Re: Proposed Site Plan for Peconic Recycling & Transfer Corp. SCTM#s: 1000-95-2-5 Date of Hearing: Monday, August 11, 2008, 6:00 P.M. �. • qlY �.�? -tea- I m iv.al Tacr p'nl ^ n N R . fir: 3e 'nh -77Z,—! l TM1wI I I I I I LA yyr0� y� nul �yu.eN L JL_J.._..L J-1 : `bs 1 :swern , ---------- KEY—MAP wtlr_____________ saw ,an..m mw m� I 1 ii I ' F � ZONING DATA { �N✓O�.ie.. a `ey-' � .e.«..... I I r (� ` PROP08[D ___ 7 q.�I Ef ; l a+maun.s / L yr -------------- 1 I i _L._LJi� V oa --- ' 1110 M M ,e ..w.sex MumwN.erws 11 Q Li Aj r.rm rnm x.ec Nes.nylar.n $§ ..-- 11 I 1 1 . a .n.. 1 PROP IC MICHAEL K. DUNN • .,':"`� .6' .. uniasulslsseu escmrscr {eel on smn.svArto aAr snorts.m {{1oe 1 u rgl i t I J"3 Y � O •," ^'•^�'• Me I ees-aesa eeY Nas-ous � A 81 N BLVD BA YN 8. NY 1170 - Y^ IB91 865- . BAY9110P8 NY 11108 les{7 ees sale FM 909-01 5 rwcsm rm1zre :e..ve.w:e..w..e..wa PEGGNID RECYCLING AND TRANSFER 7c 11rr_E mmrn M M E R C E aC{YXfJE.rrc Ilssz NEW FdGILT' MR m 511E Fl G4 m r xw.< •�:�wew sono N,a�m w rm �� [ •^•�••: w...�.mm,. "a.� PROP08ED BITE PLAN `imma-ase-s .c.�..i ,. ♦ S �NOiEm o5ool uum �mens,mi.-I w 0 PLANNING BOARD TOWN OF SOUTHOLD: NEW YORK ------------------------------------------------------------X In the Matter of the Application of PECONIC RECYCLING & TRANSFER CORP. AFFIDAVIT OF SERVICE BY MAIL Parcel ID #1000-95-2-5 ------------------------------------------------------------X STATE OF NEW YORK ) ) ss.: COUNTY OF SUFFOLK ) I, Elm Corwin, residing at 2555 Youngs Avenue, Southold,New York 11971 being duly sworn, depose and say that: On the 29`h day of July, 2008, I personally mailed at the United States Post Office in Mattituck, New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Notice of Hearing and Map in prepaid envelopes addressed to current owners shown on the current assessment roll verified from the official records on file with the Southold Town Assessors Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property, as follows: Mr. James D. Goodwin. 1000-95-2-4 6810 Depot Lane P.O. Box 490 Cutchogue, New York 11935 Commerce East Two, LLC 1000-95-2-6 800 Wickham Avenue P.O. Box 1402 Mattituck, New York 11952 350 Cutchogue Group 1000-96-1-1.5 275 Cardinal Drive Mattituck, New York 11952 Att:Henry Raynor 1000-96-1-1.11 Tide Group, Inc 275 Cardinal Drive Mattituck, New York 11952 Town of Southold Solid Waste Management 1000-96-1-2 P.O. Box 1179 Southold,New York 11971 Artco Cesspool & Drainage 1000-96-1-1.6 4225 Bridge Lane Cutchogue, New York 11935 Angelo Stepnowski 375 Kenny's Road Southold, New York 11971 Mr. Eugene Chituk 1000-96-1-1.7 P.O. Box 9 Cutchogue, New York 11935 Elin Corwin Sworn to before me this �d day of July, 2008. Notary Mblic Cheryl Simons ZBA:aJjmailzb-pri Notary Public,State Of New`brk No.31.4970341 Qualified In Suffolk County Commission Expires February 4,20,L� • Southold Town Planning Board Notice to Adjacent Property 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#1000-95-2-5; 3. That the property which is the subject of this application is located in the Light Industrial Office Zoning District; 4. That the application is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 sq. ft. parcel in the LIO Zone located at the north intersection of Corporate Road and Commerce Drive, known as 560 Commerce Drive, in Cutchogue; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. (2"d FI., North Fork Bank) Or, if you have any questions, you can call the Planning Board Office at (631)765-1938; 6. That a public hearing will be held on the matter by the Planning Board on Monday, August 11, 2008 at 6:00 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times, published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner's Name(s): Peconic Recycling & Transfer Corp. Date: 7/22/08 Postal i N _ -T. RECEIPT ru AET� 1111!11111 11111111I�1111 COMR�TE THIS SECTION ON DELIVERY h0 CtOtE ilk . `n E_g9M2W items 1,2,and 3.Also complete A. Signe �te M Postage E $0.42 0952-----� Rem 4 if Restricted Delivery is desired. Agent X ru cerunee Fee 9D ■ Print your name and address on the reverse 0 Addressee 42.70 05 so that we can return the card to you. B.. v�b,( ) C. pate of Delivery nj Rehm Receipt Fae RWm ■ Attach this card to the beck of the mailpieee, ' o (EndorsementRegwred) $2.20 **mor on the front space permits. 0 Restricted Delivery Fee D. Is delivery address d from Item 11 (Endorsement Required) 40.00 1. Article Addressed to: R YES,enter delivery address below: O '� Total Postage&Fees $ $5.32 07/29/2009 f`- r^rye 0 Ro VA ant o �e.11Y1�� S hnK £ U ►,c t K S O $tree{iipt No; .._ _ ..N! ........ O or PO Bax No. p_Q �j -K Cl --- g\��,n7 ,�� 3. Service Type 'v , VV\\ Certlged Mall ❑Express Meil ` w M1 1 Registered ❑Return Receipt for Merchandise ❑Insured Mail 0 C.O.D. Ln 4. Restricted Delivery!(Extra Fee) O Yes IZ3 Sent o a, S - t7 U .J `�h8las�?__ Article Number 171Street,itjiA No-- ----------------'- •• --- ----___________ 2. A �tr service 7005 3110 0000 0 9 9 6 6339 or PO Box No. �� Cphv1 S LL('� rans _______________ ��.....................__ ciN.stere,nPw C�.f u I r 11 1---- PS Forth 3811,February 2004 Domestic Return pt 102595-02- 1540 11111,111n 'b 1. Article Addressed to: YES,entardeliveryaddress babw: 0 No M Total Postage&Fees Ln Senr ro 3 S ct c� "Q v.>L.. M _ r . . . CASS X01 w_Drc�; ac r- .&WA,Apt.Na; �l rl('l �(�Q t O\ --------- -kic------Da! -Jbu) r- U&WA,-A-P-t No or POBox No. �C- a'15 Ceh.rt(NIh1AL �dtxvC --- - ----------- ---- _.... `-- — clry,state,z/P.4 �b r 11 ' 3. Mall Mail J40216l :,, „ IMct 1,}A �-o J. N't I Iq SZ ❑Registered O Return Receipt far Merchandise M Total Postage&Fees $ • - 0 Insisted Mail 0 C.O.D. ul Sent ro ..__...�_..._...__.,a_._�_ - ❑Yes SbV.t1TD�f o � r--- -•--------------------•-•-------••-------- z. 3 21 r�- rpo AGRNo.; ` (� orPo Box No. V-, ---- `11_�. .. \\ .. . . .. ........................... . .. ....1______... i 102695o24n-1540 1 PS Form h -2 r If YES,enter deli . . very address below: No u-I C3a h n r �'i C3n _ ...... aa5 Urx��e Locc�a r`' 5`t met Apt.No.; f r or PO Box No. a -(` �✓�tt-�-lN _____ _ Ciry,stets;ZIP+d 1 ' `I 3. Service T ype • „ - - Il"13 S certified Meil 0 Express Mail ID -ant o Registered 0 Return Receipt for Merchandise r 0- iso ct,. = ...-s`-=`---------- 0 Insured Mall 0 C.O.D.�-`-°-`-'=�°- o ._ t"A o.;'-- 4. Restricted Delivery?(loin,Fee) ar PO Bax-ii ❑vas StreeR , r No. a�5---CAO-'Q�W A V-. - � - 2. Article Number c'n seta,ylt�4A ' I Iq Rfa s/erlomsevkelebelf 7005 7110 0000 0996 6353 111 PS Form 38W,�A.9-st 2006 See Reverse fe� PS Form 3811,February 2004 Domestic Return R pt 102595-024A.1540 h o ! nt roN3 M 41 C5 w�,Qc�T ......Qv U.L ___-.srra .� . k . 12 �1Y14S DChao �Wt arPOsoxNo. IiiCN Sae,, 1.� ZIF:d Au Ili hn c L IJ ,,, �1 3- Service Type Total Postage&Feed I P•O - tl0 -, qC4 0 V CWWW Mail 0 Expraaa Mail C3 .._ .. 0 Registered 0 Return Receipt for Merchandise M1 Sent To NI le TA I✓�S �_ Gh7ad W h, kA"DS"•ig-, N ` I I Ci ss 0 Insured Mail 0 O.O.D. O Stieei,APr-No__------------------------ _______________p_____._(_�___�1-�-! _ -• .. . •� ❑Yea M1orPOBox No. G%IO "---------------Lun1 0 .`uVs � City Siete,. -------------- - -_____________._.._._._._. L d_ o we ti 1l 8291 102595-re-nt-ls40: SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete Hems 1,2,and 3.Alsocomplete Hem 4 if Restricted Delivery is desired. '�e�t ■ Print yours address on the reverse X ❑Addressee so that we can return the card to you. to the back of• B. Received by reed C. Date of Delivery or IVom H space permits. mallpiece, of'j 1, I,rheeaed t0. D. Is delivery address different fro Hem 17 Yes f\ Y, riln Q,r H YES,order delivery address tolow: C3 No in I a �^ 3. Service Type ,XCWtlfedMall ❑ExpreleMail 11qp� Registered O Retum Recelpt for Merchandise ❑Insured Mail 0 C.O.D. 0 Yes _ 196 6377 F • 102595.0.M-1540 1. Article Addreeesdtm . H YES,enter delivery address below: 0 No K- u C_- COG- C N 17tA I Y 3. Swvloelype C Oa V-(L ( �9 WCerufied Mall 0 Express Mail 1 0 Registered 0 Retum Receipt for Merchandise 0 Insured Mail 0 C.O.D. .. . ._ .. - - - ) 0Yes 5 8277 tou95m-WI540 1. Art ce C( ---- -- -- If YE.e er nary _. Tower o�Srl 00 lel Set"1 Cl "Q ' -v� 3. Service Type JXCertlAed Mail O Express Mall 0 Registered 0 Return Receipt for Merchandise 0 Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number Marelar service kw _ PS Form 3811,February 2004 Domestic Return Receipt 102595-02-WI540 1. Arflcre : H YES,enter def[my address below: 0 No pmmevcn ,s� Two LLC a �yoa 3. SeMceType 1CeieMall 0 Express MailMA 13 Registered ❑Return Receipt fOr Merchandise 1 las 0 Insured Mall 0 C.O.D. 4. Restricted Delivery4(Extra Fee) 0 Yes 2. Article Number (rransfer fmm service Isw 7007 0710 0002 2345 8284 PS Form 3811,February 2004 Domestic Return Receipt 102595o24A.1540 vvotK� � T OWN OF $OUTHOL& r Purchase Order # 18903 Tax Exempt # A 163554 Date July 24, 2008 Account # _ 88020 4 500 300 Deliver and send billing to: Vendor 814161 Department Y AItR I NG c:a1'ccns. Pups & Oaorh4_s Address 57 �L t 6litman Road —elvi1?e, NY 11741 L L VENDOR "*Return this copy and Town of Southold voucher itemized and signed for payment" ITEM QUANTITY DESCRIPTION UNIT COST TOTAL E(�'.Rer-J .w: Pecunic Recycle & TLGIiG Div. 5092 -- 4 11V07 $11:.50 l THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE IN THE APPROPRIATION CHARGED Dept. Head I CERTIFY THIS TO BE A JUST AND TRUE PURCHASE ORDER Supervisor Nel- ?n, Pope & Vo�hIs, LLC . Property: 06279 Project VA02227 an 574 Va hitmRoad Phone: -427-5665 Mel lle NY 11747 Fax: 631-427-5620 manic Recycling and Transfer Manage Vr oorhis,Chazles Invoice To: Town of Southold Plannine Board Invoice g: 5092 Town Hall, 53095 State Rte 25 Invoice Date: August 02,2007 PO Box 1179 Southold NY 11971-0959 Attention: Town of Southold Plannin MAKE CHECKS PAYABLE TO NELSON POPE& VOORHIS Invoice Amount $112,50 Professional Services Biu Hours Biu Rate charge Municipal Southhold Review Work Performed 4/16/07 Managing Partner Municipal SEQR Review 0.75 150.00 112.50 Municipal Total: 0.75 $112.50 Professional Services Totals $112.50 *** Total Project Invoice Amount $112.50 All invoices are due net 30 days. A late charge of I%per marsh will be added to any unpaid balance after 30 day& Please make all checks payable to NELSONPOPE&VOORHIS Please include invoice number on check NELSON POPE&VOORHIS NOW ACCEPTS CREDIT CARDS VISA - MASTERCARD - AMERICAN EXPRESS 70 u \ � I AUG ? _? 2007 i � • MAILING ADDRESS PLANNING BOARD MEMBERS OF soar P.O. Box 1179 •JERILYN B.WOODHOUSE �� y� Southold, NY 11971 Chair h� l� y y OFFICE LOCATION: KENNETH L. EDWARDS T T Town Hall Annex MARTIN H.SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON (car. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND �IiYCOU,M'� Southold, NY I'11, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD To: Accounting Dept. From: Planning Dept. Date: July 24, 2008 Re: Nelson Pope Voorhis Invoice #5092 On July 7, we received a statement showing this unpaid invoice from 2007. When we researched the reason it had not been paid, it was found that the original invoice was mistakenly placed in the site plan file, and it was never processed. As the services billed were performed, we are now submitting the invoice for processing and payment. aft. #8935 • 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), successively, commencing on the 3151 day of Julv, 2008. Principal Clerk Sworn to before me this day of 2008 i ]LEGAL NOTICE vCHgISng TINA�e NEW YORK NOTICE S HEREBLINS�XWW Notice of Public Y GIVEN.that, NOTARY PUBLIC-STATE OF pursuant to Article YXV of the Code No, 01-V06105050 of the Town of Southold,a public hear- 9uallflod In Suffolk Coun1Y .ing will be held bytheSouthold Town !% 1i„febtuoly 26,1012 Planning Board,at the Town Hall,Main pIly ooMtul{Ilon D Road,Southold,New York on the lith day of August,2008 on the question of the following: 6:00 p.m.Proposed Site Plan for Pe- conic Recycling &'Transfer Corp. lo- cated at the north intersection of Corpo- rate Road and Commerce Drive,known as 560.:Commerce Drive,in Cutchogue,, Town of Southold, County of Suffolk, State of New York.Suffolk County Tax Map Number 1000-95-2-5 Dated:7/24/08 _ BY ORDER OFTHE SOUTHOLD TOWN PLANNING BOARD Jerilyn B.Woodhouse,Chairperson 8935-1T 7/31 • MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 JERILYN B.WOODHOUSE O��OF SO(/r�,pl Southold, NY 11971 Chair h Q OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR G 54375 State Route 25 GEORGE D.SOLOMON Ns �RS, (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSENDliyCOwn Southold, NY IY 11 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 11th day of August, 2008 on the question of the following: 6:00 p.m. Proposed Site Plan for Peconic Recycling & Transfer Corp. located at the north intersection of Corporate Road and Commerce Drive, known as 560 Commerce Drive, in Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-95-2-5 Dated: 7/24/08 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Jerilyn B. Woodhouse Chairperson PLEASE PRINT ONCE ON THURSDAY, JULY 31, 2008 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times • • Page 1 of I Kalin, Carol From: JOAN ANN (jaweber@timesreview.comj Sent: Monday, August 04, 2008 3:08 PM To: Kalin, Carol Subject: Re: confirmation for legal ad in today's paper CAROL THIS LEGAL WAS RECEIVED (8935)AND RAN ON 7/31 JOAN ANN -----Original Message ----- From: Kalin,Carol To: JOAN ANN Sent: Thursday, July 31, 2008 8:03 AM Subject: confirmation for legal ad in today's paper Still waiting for confirmation of legal ad for 8/11 Planning Bd. Hearing for our records please. 8/4/2008 • • MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 JERILYN B.WOODHOUSE O•��OF S��j6p/- Southold, NY 11971 Chair /� o OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H. SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON �`p � (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND Iycou Southold, NY n I 1 Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 11th day of August, 2008 on the question of the following: 6:00 p.m. Proposed Site Plan for Peconic Recycling & Transfer Corp. located at the north intersection of Corporate Road and Commerce Drive, known as 560 Commerce Drive, in Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-95-2-5 Dated: 7/24/08 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Jerilyn B. Woodhouse Chairperson 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 25th day of July, 2008 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 8/11/08 Regular Meeting: 6:00 p.m. Public Hearing for the proposed site plan for the Peconic Recycling & Transfer Corp., SCTM#1000-95-2-5 Carol Kahn Secretary, Southold Town Planning Board Sworn to before me this i -day of `J(Rcz.� 2008. Not ublic MELANIE DOROSKI NOTARY PUBLIC State of New York No.Ot Db4634870 Qualified in Suffolk Coun �'� Commission Expires September 0,2 L MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 JERILYN B.WOODHOUSE O��pF SOUry�l Southold, NY 11971 Chair h Q OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H. SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON Ap�O (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND lyC0Ul11 �`(.` Southold, NY Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 22, 2008 Abigail A. Wickham, Esq. Wickham, Bressler, Gordon & Geasa, P.C. P.O. Box 1424 Mattituck, NY 11952 Re: Proposed Site Plan for Peconic Recycling & Transfer Corp. Located at the north intersection of Corporate Road and Commerce Drive, known as 560 Commerce Drive, in Cutchogue SCTM#1000-95-2-5 Dear Ms. Wickham: The final public hearing regarding the maps for the above-referenced site plan has been scheduled for Monday, August 11, 2008, at 6:00 p.m. at the Southold Town Hall. Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Annex. Please return the enclosed Affidavit of Posting along with the certified mailing receipts AND the sinned green return receipt cards before 12:00 noon on Friday. August 8th. The sign and the post need to be returned to the Planning Board Office after the public hearing. Please contact this office if you have any questions regarding the above. Very truly yours, Jerilyn B. Woodhouse Chairperson Encl. Southold Town Planning Board Notice to Adjacent Property 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#1000-95-2-5; 3. That the property which is the subject of this application is located in the Light Industrial Office Zoning District; 4. That the application is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 sq. ft. parcel in the LIO Zone located at the north intersection of Corporate Road and Commerce Drive, known as 560 Commerce Drive, in Cutchogue; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. (2nd Fl., North Fork Bank) Or, if you have any questions, you can call the Planning Board Office at (631)765-1938; 6. That a public hearing will be held on the matter by the Planning Board on Monday, August 11, 2008 at 6:00 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times, published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner's Name(s): Peconic Recycling & Transfer Corp. Date: 7/22/08 0 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., 8/8/08 **************************************************************************************************** Re: Proposed Site Plan for Peconic Recycling & Transfer Corp SCTM#s: 1000-95-2-5 Date of Hearing: Monday, August 11, 2008. 6:00 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. I COMMERCE EAST ONE , LLC PECONIC RECYCLING & TRANSFER SITE PLAN • 1000 =95 =2 =5 Site Plan for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 sq. ft. parcel in the LIO Zone. ,MONDAY AUGUST 11 , 2008 6 . 00 P . M . ae-zlYy o J 9 0 oe zz-v s ' ol'oe-v „zu coa-26 wicxEE NOT.oeJ 01-23-9 - LIKE wiW SEE SEC.W.083 9 6 A LAE oe�2e�o OOOT-01 112 -Re 21 n 91 FOR PEE.NO. -10 0 b.i41c) 020 1=020 w MAW UA SEE SE4 N0. 2 0 4° % TOWN UNW SLHW00]-010061.1O /VI I 01 II-.1 01 11.3larE)mlcxl PoGIn LI itl!M. 15 W. 11 15 01 2.011.1 S1.2AIc1 SEE SEC.W 310-0 006-01-OST.5ry, _ AT 0 1 10 3 0 ° 1V 1 02 O0 XL<U 0 1 9.1 II-0206 12 1.eA A O 9 O 23.iAlcl p C A 1.2 V 11.2 8.3 1.,A FOR P4.W. 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COUNTY OF SUFFOLK '% 193'. 19'36 Sr`��• •u 1 - 'OEVEmP4m1 nGxII: p" ' 9 13 FOR PCC.NO, FOR 1.Od J.4 264 39 SEE SEG N0. SEE SEC,NO. IB'3 i 1B.0A - k I 3.0< 101-01-1<A SEE SEG NO. w e. y' e nyeoo �- 191 T ME A 2.]41.) . L % � a _ MATq v uetCN - - ______ __ SEE SEC. Ip. 1% �9 * LNf M41CN z � - - LME q eO• � � 9S 8 OVY4 M` - " -. u..Fss n„. E L-LL IJTCQlz: COUNTY OF S FFOLKC NI"' 00X0x `" a eN o. LEE RBO� PfOpBftY TOX SBfVICO A B�Ya. - SOUTHOLD S�. -.. ... ... .. ..e,..... uu oCvmry Lan ser oys ..,.+ R verlle Y n1Aa 6ECTION ac,N 11991 .+. 0:1 NO L eM_ A 095 oe �y i000 5 OJ 01 e - - PROPERTY MM OS 6.01 07 c-01 NSEE SEC.W.084 / / i•. -. O 09 01 x¢g[cao- eiCH � `" , Bvi51M5 • - v-xvvv e 1 V5.16.01 0, _ �' •• YE YC.M. n 0)-1 0.01 SEE SEC.W.091 1-0' ME SEC.1q.091 ry NA1LN _ LME Y1L[H LME MATCHLWE 10-09.01 x195500 2-2E-0 FOR FCL NO. 0126.0 FOR PCL.NO. e-22.0 ,J SEE SEC.NO. + SEE SEC.M. 6'0102 R 004-04-001 091-01-006.1 06.06.0 09.2e-01 17.5 J)J �°. ey FOR PCL W. � 09 2901 60.1A,c1 'y SEE SEC.W. 11F,11 2.10 0 JI�1 TOWN OF ' R 097-01-011.2 1 ) 1.2E-0 N SWTHOLO 01-27_0 •'o r( I Om 06 x,ry�4z 1 6 JJo � � N ar�w •A (J L 92 2Y / •• Jp cNwa �Ja 4 Rr J p c J4J �� tJ n vN (SJ a ry�W'�"T r2"S N, NY W".• ,q ♦) 160 _ J L 'A O ry 4 f(e6 < SJ 960A O T'a4 MATCH LM SEE SEC.N0.F 095 S 6OWN 4 6 .El 6 A 47® k- L J.Pd :aE eesm �' TTnr 0 3 �Qp$ 1.6 " A 1.10 1.1 ~ '•. ry rv• SEE YC. eQ 1.11 LSd - 46A, $ J2 097-01-001 LSl ry J1 „ L9N 2.91 1.1d ,7 LOA 12 1.1A 1.JA. q JIJ 9'h 3.7A ��V 5 S S , 1 JA COLMY� SIFFOLN i � T , v[m ,wRls: FOR PQ.N0. Ytv 2.2 SEE SEC.NO. FCQ P4.Nl. 16.9A 097-05-002.1 SEE SEC.W. (Y4f O R 095-01-011 JY IJ - 23.1d 21 TOWN OL SWINKI J J 70WN OF SWiKIO 1.9A i=E,EFwowr aiws: MV11LFHF11 BC„isi �`q2�" a< i b 095 ocow_ }I�.' 0 2 P 1r� ;J1 d J 2 5' arq .j SEE PCL.N0. \ v SEE O 05-006. 097-OS-006 e �4 12.1 JJ1a u 10 )1]Alcl Js!J ? L Bec6A9 K.P15EaEFEa, 'Oarq O u' 11 n. 3 J' 9.Od MIN OF SOUTgHOLD 41 4 !J J( 1 EVFLO['uErvT x J1 S L ua ncx AA LILLeLR um u mraeea•u. FON Pa.N0. FORSEE M.N0. FON Ga.W. FIX!PEC.NO. 1.1 122 SEE SEG N0. SEE SEC.NO. 4 a, +' ' SEE SEC.Iq. •, SEE SEC.W. a qs Eox a<Ll.2Alcl f0$-02-002.7 IW-02-OD.J 102-02-023.1 097-05-012 J.w. `b � &' r ^L x xzF coa 27: 2 0:1rq1 ^• NAL[X LMF NA1[N�L_ ____�.___ /P•LINE MATCH LAE MATCH 11LINE E ve .acz, 2 SEE SEC.NO.102 b� 4 E „ ,„>a,1_ .1.a.,e,�.. Ik --55x- .,A�, H.N„a. -x - L1.A�� a,..N R,1AA.a, ALL ""A"'H's NOTICELCOUNTY OF SUFFOLK © « Ia.A 9F SECTION NO qvW 9: SOUTHOLD E ax,e,.,La..„m.:, �'- .tae.m.r ae�.e. 1211 �,„0 2 �,,m,,.,N,. _-_,-_ ,,,N,,,A,,, -__a - sexy , Y.Ea A.TEFV1 CE,AITE.H.,s.,E wPc „ „,T _ Real Property Tax Service AgencyE - ra -__ __ __ kxe.x„� __.__ wA .,6110 Tmw, Cant Center Aiverhea N 1' 11901wnF16JUM OF ANY PONngi OF 1XE ALLA2 O`N i,.es,ia. ,M,nn.v,xT m p5ar. 9 .1. 9LF Y SCdI[W Fffl: 4096 b.tl M. 2J euw12.1 AIEI a�12.1A ATHOL'VFNTN FtM SS 5 F THI91Tu WCE .STE.uFe 511HW1 WM77FH PEMIssIW OF lNE No A O 12.1 11c1 rm,�- -__- -'T --a Y...run. n-- PEeL wwERTr Ter 9ENncE ecENLr. P ,oz RRRCT NO 1000 PROPERTY MAP �_ SH1E1s✓x OnE: Lu... 1S file LAW OFFICES WICKHAM,BRESSLER,GORDON&GEASA,P.C. 13015 MAIN ROAD, P.O.BOX 1424 WILLIAM WICKHAM(06-02) MATTITUCK,LONG ISLAND ERIC J.BRESSLER NEW YORK 11952 275 BROAD HOLLOW ROAD ABIGAIL A.WICKHAM SUITE I I I LYNNE M.GORDON MELVILLE, NEW YORK 11747 JANET GEASA 631-298-8353 ---- TELEFAX NO.631-298-8565 631-249-9480 wwblaw@aol.com TELEFAX NO.631-249-9484 July 16, 2008 Heather Lanza, Director of Planningms,µ- Southold Town Planning Board r 53095 Main Road P.O. Box 1179 _ a Southold, New York 11971 S Re: Site Plan Application for Peconic Recycling& Transfer Corp. Premises: 560 Commerce Drive, Cutchogue, New York i - -- J SCTM# 1000-95-2-5 Dear Heather: At its meeting on July 2, 2008, the Southold Town Board approved the granting of a Special Use Permit to the applicant, conditioned upon its receipt of the DEC Part 360 Operating Permit for a transfer station. The DEC application is pending, and had been held in abeyance pending the Town's request that the location of the facility be moved to Lot 6 from Lot 8. In light of the Town Board's approval, the applicant is now finalizing the application process for the Part 360 permit. In the interim, we would appreciate your reviewing the latest map submitted, which we believe contains the revisions requested by the Planning Board as to buffer areas and fence location, and scheduling the matter for the next available work session. A copy of the Town Board resolution is enclosed for your records. Thank you for your attention to this matter. If you need any additional information, please contact me. Very t ly yours, 105 wu Abigail A. Wickham AAW/al Re/peconic/shdpbltr Cc: (via email) Jon DiVello Glenn Graham Gene Kempey 16/07 '08 WED 08:59 FAX 631 765 6145 SOUTHOLD TOWN CLERK o0 Southold Town Board- Letter Board Meeting of July 1, 2008 RESOLVED by the Town Board of the Town of Southold that the proposed project is consistent with the LWRP and the Town Solid Waste Management Plan; and be it further RESOLVED that the Town Board of the Town of Southold hereby APPROVES the grant of a Transfer Station Permit pursuant to Chapter 233 of the Town Code. The permit is valid only for daily tonnage of 240 tons per day of Municipal Solid Waste and 240 tons per day of C&D. These limits, and all other terms of this permit, may be reviewed from time to time by the Town Board and may be amended to ensure consistency with the Towti Solid Waste Management Plan. The Town Clerk shall not release the permit until the applicant produces a valid transfer station operating permit issued by the New 'York State Department of Environmental Conservation. The permit shall not be transferable, and shall run for the same duration as the NYS DEC permit. Elizabeth A. Neville Southold Town Cleric RESULT: ADOPTED [UNANIMOUS] MOVER: William Ruland, Councilman SECONDER: Louisa P. Evans, Justice AYES: Ruland, Orlando, Krupski Jr., Wickham, Evans, Russell Generated July 2,2008 Page 52 16/07 '08 WED 08:59 FAX 631 765 6145 SOMOLD 'TOWN CLERK J0?7 Southold Town Board - Letter Board Meeting of July 1, 2008 ® RESOLUTION 2008-660 Item # ADOPTED DOC 1D: 4041 THIS IS TO CERTIFY TIIAT THE FOLLOWING RESOLUTION NO. 2008-660 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON JULY 1, 2008: WHEREAS the Town Board of the Town of Southold received an application for a Transfer Station Permit pursuant to Chapter 233 of the Town Code filed by the Peconic Recycling & Transfer Corp. (hereinafter the "Applicant') on April 23, 2007 fer a transfer station on a parcel of property located at 560 Commerce Drive, Cutchogue, also known as SCTM#1000-95-2-5; and WHEREAS the Town Board referred the application to the Planning Department and Town Attorney, and extensive review of the application was conducted: and WHEREAS the Applicant, after discussions with the Town Board, voluntarily reduced the tonnage proposed to be handled at the facility to 240 tons per day of Municipal Solid Waste (MSW)and 240 tons per day of Construction&Demolition debrii (C&D); and WHEREAS the applicant has agreed to continue to pickup residential bag waste in Town "yellow bags" only, which furthers the successful "Pay as You Throw" policy of the 'Town and encourages recycling, in compliance with the'rown Solid Waste 'Management Plan; and WHEREAS the Planning Board, as bead Agency,conducted an extensive SEQRA review of the proposed project and issued a Negative Declaration dated June l6, 2008. The Negative Declaration included findings that the project conforms to the requirements for a Special Permit in the LIO zone, that the traffic impacts will be moderate, and includes a specific acceptable route plan For truck traffic designed to minimize the impact on residential streets; and WHEREAS the applicant provided an acceptable emergency contingency plan,which was included in the SEQRA review performed by the Planning Board; and WHEREAS public hearings were held on the application before the Town Board on December 4, 2007 and June 17, 2008, at which time the public was given the opportunity to be heard; and WHEREAS the Town Board retained a consultant to review the Town Solid Waste Management Plan and the application 1'or conformance; and it is liereby RESOLVED by the Town Board of the Town of Southold that the public hearing is closed; and be it further Generated July 2, 2008 Page 51 Nelson, Pope & Voorhis, LLC July 02, 2008 572 Walt Whitman Road Melville,NY 11747 �y) Phone: 631427-5665 Fax: 631-427-5620 Statement ofAccount For: Town of Southold Planning Board Town Hall, 53095 State Rte 25 PO Box 1179 Southold,NY 11971-0959 Attention: Heather Lanza VA02227 Peconic Recycling and Transfer Invoice Due Current Payments/ Amount Invoice Type Reference Date Date CrediowDiscounts Due 5092 Invoice 8/2/2007 9/1/2007 0.00 112.50 _.. .. ._ __._.. ......... Project Totals: '—_0.00 112.50 Report Totals: � 0.00 5112.50 IF YOU HAVE ANY QUESTIONS REGARDING THIS STATEMENT PLEASE CONTACT KERI AT 631427 5665 XT 504 NELSON& POPE NOW ACCEPTS CREDIT CARDS VISA - MASTERCARD - AMERICAN EXPRESS FOR YOUR CONVENPAST DUE IEIS BALANCE WITH YOUR CREDIT CARD.IE PAY WITH COMPLETE THE INFORMATION B DIT CARD, PLEASE OV1SA D RETURN BY MAIL OMastercard, ' American Express Account No. Exp.Date a Amount Z' Signature_ Or call our office w+th the mjormatlon:631-427-5665 JUN-18-2000 12 :59 AM P KEMPEY ENG 63lif 157 MfMAEYF.XI�/Nf�SONQ CMwHI1M111.Bwlra��i lMueerlll� 4 Brunswick Drive,Ea r Na:,y: :,:'t+a York 11'31 - (613)368-3314 Facsimile(631)368-1524 FACSIMILE TRANSMITTAL Number of Pages 4(including cover) DATE: June 17, 2008 TO: Tamara FRAM: Eugene G. Kempey, P. E. FAX#: (631)765-3136 SUBJECT: Attached, as per your request during our June 16, 2008 conservation, is a copy of the February 23, 2007 NYSDEC Permit Application Transmittal Letter and a copy of the NYSDEC Application of a Solid Waste Management Facility Permit Form for Peconic Recycling. _ r _...-.. ...,.....E _ _., nnn� I T IF THERE IS ANY TROUBLE WITH THIS TRANSMISSION, PLEASE CALL (631)368 -3324 PRIVH,EGED AND CONFIDENTIAL-ATTORNEY WORK PRODUCT JUN-18-2008 12 :59 AM PES KEMPEY ENG 6313681524 P. 02 NEW YORK STAYS DEPAATME�ENVmunnst:w t,vt...��..,�,,..+,,. • DIVISIG OLIO WASTE ,APPLICATION FOR A SOLID ASTE MANAGEMENT FACILITY FACILITY CODE PERMIPlease read all Instructions before completing this appiloatlon Please TYPO or PRINT clearly _, APPLICANT IS THE: I. TYPE OF APPLICATION(Check All APPffffli�l�dable BOxee): XJ]I Permit to Construct Initial IN w) ©Renewal y9Facli Facility Owner XJ]Permit m operate Scbeeguent Stage(New) _ ❑Modifloatlon X Pacllily Operator 3. FACIL TY O INER'S N ME 4. FACILITY OPERATOR'£ NAME 5. ENGINEER'S NAME AHO P.E.LI NO. Pecan�ctecyching and Peconic Recycling and Eugene G. Kempey 6834 t -i'Y'•�E�'–Eprp- ^- t — Firm Name sea 800 Wickham Avenue 800 Wickham Avenue Kempey Engineering City iy Address Ma'E"J ituck Mattituck 4 Brunswick Drive Slat / I• ode SlaIa121p C CO CllylStatal2lp Code New farVk 11952 New Yor�L 11952 East Northport, NY 11731 Telephone MUM Telephone Number Telephone Number ( ) – 24 1 l ) S FACILITY NAME AND LOCATION IAlfadh VSGS Tcpo slap showing exact ocallon) 7. SITE OWNER'S NAME Name Peconic Recycling and Transfer Corp. sue'a,-7o-13a—Aa�Recycing F�71ty Address 860 Commerce Drive __ oily.State,Zip Cade City Cutchogue, New York 11935 Mattituck Town County stater Zip Cods Southold Suffolk New York 11952 �^ Telephone Coordinates NYTh1-E� .T NYTM�-N. f6311 298-8888 0. TYPE OF FACILITY(Check all eppliCable boxes) - 9. 15 APPLICATION BEING FILED BY OR Ig, FEE AMOUNT El Landfill (Specltysategory) OfJ BEHALF OF A MUNICIPALI7YT ENCLOSED ❑r-fReseareb,,Development and Demonstration ❑Ya!• X®Nd It yes.,name. 0 Land Appllroften Transfer Slattoo 11 Solid Waele Incineration ❑Medical Westa $ ❑Refuue Derived Funl Processing ❑Waste Tire Storage 11, NAN IS)OF ALL MUNICIPALITIES SERVED C1 Composting C3 Landau Gas RacOvery Southold and Riverhead Townships - X1i ]Recyclables Handling and Recovery ❑Waste 011 as{nrt t:aw X}[J Other(Describe) �P- Y12. SOLID wAS73 rIAN DLEO 13. PROVIDE THE FOLLOWING INFORMATION WHERE APPLICABLE asphalt pavement a..List wastes r0 be accepted�BIG�b�s r tA. Facility area proposed in the application �r acres brick and Other maS6nry products, b. Facility area ultimately planned . .:acres C , a , p as i rock Soil. and wapd- e. Ultimate facility height above exiating ground level �.9-, teat b. Quantity (Specify Units) acres Existing -,approved dmlgn Capacity' _� d. Total site area --3-4 4- 480 TPD MSW y Existing landfill area on this alto and adjacent properties acres Proposed"approved design capacity"8.�--Z. --�-& D - 14. IS A VARIANCE�REQUESTED FROM ANY PROVISION OF 6 NYCRR PART 3601 ❑Yea XXI No It yes, cite the Specific Drovialon(O 15. CERI'IFICATiOrI' and Me I hereby allirm under penally 01 perjuty that Information provlded on this form and attached statements a the exhibits &111 aredn by M as of under my superdsiun and direction and Is true to ills heat ul my knowledge and boliel, dthat _.Elle) of �} IrF,n111YI to sign thin applirallon pur:tiant to a NYGP.R Fart 360. 1 am awaro that y I' .a atel til rade herein is punlshabla es a Claes A m 9 e of purstlnnt to Section 210,401 of the Penal Law. ~Sign re - Print Name n Date _r SUN-18-2008 01 :00 AM PES KEMPEY ENG 6313681524 P. 03 AMWEN4M 19W CmIarliub Y I all~M 4 Brunswick Drive,Bast Northport,Newyork 11731 (631)368.3324 FarAlatile(631)368-1524 February 23,2007 Mr. John Pavacic Regional Permit Administrator Division of Environmental Permits New York State Department of Environmental Conservation(NYSDEC)Region 1 Building 40 SUNY Stony Brook,New York 11790 Re: Pecwnio Recycling and Transfer Corp. 860 Commerce Drive,Cutchogue,New York 11935 Solid Waste Transfer,Recyclables Handling and Recovery,and Construction and Demolition Debris Procegsing Facility Permit Application Submittal Dear Mr.Pavaeic; Transmitted herewith, for your review and approval, are three (3) copies of Peconic Recycling and Transfer Corp.'s Application for a Permit to Construct and Operate a Solid Waste Transfer, Recyclables U%ndli. o o,.,+ nam ..a�,, a„A rAnstnirtirm and Demolition Debris Processine Facility for their proposed 860 Commerce Drive,Cutchogue,New York 11935 facility. The application packages consists of the following documents: 1. New York State Department of Environmental Conservation (NYSDEC) Solid Waste Management Facility Application Form. 2. Long Environmental Assessment Form(LEAF). 3. Structural and Archeological Assessment Form(SEAF). 4, Closure Plan. 5. Contingency Plan. 6. Engineering Report. 7. Operations and Maintenance Manual. S. Facility Training Plan. JUN-18-2008 01 :01 RM PES KEMPEY ENG 6313681524 P. 04 Mr,John Pavacic 2 February 23,2007 9. Waste Control Plan. Please review our submittal at your earliest convenience. If you have any questions or require additional information,please advise. Very truly yours, KEMPEYEN E G � ugene G.Kempey,P.E. President • • MAILING ADDRESS: PLANNING BOARD MEMBERS OF so o P.O. Box 1179 JERILYN B.WOODHOUSE O�� lyOl Southold, NY 11971 Chair Q OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H. SIDOR G PC 54375 State Route 25 GEORGE D. SOLOMON ,� (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSENDCOU,M'� Southold, NY I'll, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 17, 2008 Abigail A. Wickham, Esq. Wickham, Bressler, Gordon & Geasa, P.C. 13015 Main Road Mattituck, NY 11952 Re: Proposed Site Plan for Peconic Recycling & Transfer Corp. Located at the north intersection of Corporate Road and Commerce Drive, known as 560 Commerce Drive, in Cutchogue SCTM#1000-95-2-5 Dear Ms. Wickham: The Southold Town Planning Board, at a meeting held on Monday, June 16, 2008, adopted the following resolution: WHEREAS, this site plan is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 sq. ft. parcel in the LIO Zone located at the north intersection of Corporate Road and Commerce Drive, known as 560 Commerce Drive, in Cutchogue, SCTM#1000-95-2-5; and WHEREAS, on September 11, 2007, the Southold Town Planning Board, pursuant to 6NYCRR Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEQR lead agency coordination process for this Unlisted Action; and WHEREAS, on September 14, 2007, the Southold Town Planning Board agreed to contract with Nelson Pope and Voorhis, LLC for the environmental review and forwarded the information for such review; and WHEREAS, on October 16, 2007, the Southold Town Planning Board, pursuant 6NYCRR to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, assumed lead agency for this Unlisted Action; and r • • Peconic Recycling & Transfer Corp. Page Two June 17, 2008 WHEREAS, on February 19, 2008, Nelson Pope and Voorhis, LLC submitted a report entitled "Project Impacts and their Magnitude"; and WHEREAS, on March 10, 2008, the Southold Town Planning Board requested the applicant furnish Part III of the Environmental Assessment Form to assist the Planning Board in issuing a Determination of Significance under SEQRA; and WHEREAS, on March 26, 2008, the agent, Abigail A. Wickham, Esq., submitted Part III, and on April 21, 2008 submitted supplemental information; and WHEREAS, on May 8, 2008, Nelson Pope and Voorhis, LLC submitted a report entitled 'Review of Supplemental Information on Project Operations' with attachments A & B, and on May 12, 2008, the Southold Town Planning Board accepted this report along with minor revisions from the agent; therefore, be it RESOLVED, that on June 16, 2008, the Southold Town Planning Board, acting under the State Environmental Quality Review Act and having performed a coordinated review of this Unlisted Action with the Planning Board, acting as lead agency, makes a determination of non-significance and issues a Negative Declaration for the subject action. Attached you will find a copy of the Negative Declaration for your review. If you have any questions regarding the above, please contact this office. Very truly yours, e=house Chairperson cc: Southold Town Zoning Board of Appeals Southold Town Building Department Southold Town Board Southold Town Board of Trustees Southold Town Engineer Southold Town Solid Waste District Suffolk County Department of Health Services NYSDEC - Stony Brook New York State Department of Agriculture and Markets Suffolk County Water Authority Suffolk County Planning Department Suffolk County Department of Public Works Suffolk County Department of Health Services, Office of Ecology, Kimberly Shaw Nelson Pope and Voorhis • • MAILING ADDRESS: PLANNING BOARD MEMBERS �F soar P.O. Box 1179 JERILYN B.WOODHOUSE �� y� Southold, NY 11971 Chair �� lQ OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H. SIDOR G 54375 State Route 25 GEORGE D.SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSENDCOU,M,� Southold, NY n I, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance June 16, 2008 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Peconic Recycling and Transfer Corp. a.k.a Peconic Recycling and Transfer Station II SCTM#: 1000-95-2-5 Location: On the north intersection of Corporate Road and Commerce Drive, known as 560 Commerce Drive, in Cutchogue SEQR Status:Type I O Unlisted (X) Conditioned Negative Declaration: Yes O No (X) Description of Action: This site plan is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 sq. ft. parcel in the LIO Zone located at the north intersection of Corporate Road and Commerce Drive, known as 560 Commerce Drive, in Cutchogue, SCTM#1000-95-2-5 Reasons Supporting This Determination: Regulatory Compliance 1. The project represents a use allowed by Special Permit in the LIO zone, suggesting that this type of use is considered appropriate in this zone if it meets the requirements for such a permit. Based on the information and analyses in the application and Town review documents, the project conforms to the requirements for a Special Permit in the LIO zone. Peconic Recvclin¢ & Transfer Corp. Pape Two June 16, 2008 2. The project will receive and process only material for which it has valid NYSDEC permits, including municipal solid waste and commingled recyclables collected by commercial carters. 3. No substantial adverse change in ground or surface water quality or quantity is expected to occur. Sanitary disposal within the proposed subdivision will be managed by on-site underground sewage leaching systems. In 1978, the Long Island Regional Planning Board published the Long Island Comprehensive Waste Treatment Management Plan (208 Study). The 208 Study identified eight (8) hydrogeologic zones in Nassau and Suffolk Counties. These zones were distinguished based upon differences in underlying groundwater flow patterns and water quality. The subject site is located within SCDHS Groundwater Management Zone IV, which according to Article VI of the Suffolk County Sanitary Code, has an allowable flow of 600 gallons per day (gpd) per acre sanitary flow in areas served by public water (the property contains 2.7 acres, or 1,620 gallons per day of capacity for sanitary flow). It is estimated that the proposed development will use approximately 1,368 gallons per day of sanitary flow. The sanitary design flow is computed using SCDHS manual Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other Than Single Family Residences. Therefore, the proposed application will conform to Article VI of the Suffolk County Sanitary Code and will not be expected to adversely affect groundwater quality provided properly functioning systems are designed and installed. No substantial adverse change in existing air quality is expected to occur as a result of the proposed action. Any offensive odors will also be controlled by the AiReactor Inc. Fogmaster Micro-Jet Drum Service Units, the standard New York State Department of Environmental Conservation (NYSDEC) approved odor control methodology, installed at each overhead truck door at the facility. This system sprays a mixture of water and AiReactor, Inc. OWD Organic Waste and Decomposition Odor Counteractant. This tine mist mixes with and reacts with the odor causing molecules and destroys the odors. This product is non-toxic, non-flammable, completely bio- degradable, and environmentally safe. Fugitive dust will remain minimal due to paved and impervious surfaces incorporated in the site plan. No substantial flooding, leaching or drainage problems are expected to occur if the proposed action is implemented as planned. 4. No significant removal or destruction of large quantities of vegetation or fauna, no substantial interference with the movement of any resident or migratory fish or wildlife species, no significant impacts on a significant habitat area, no substantial adverse impacts on a threatened or endangered species of animal or plant or the habitat of such a species, and no other significant adverse impacts to natural resources will occur. Parcel vegetation consists of early-succession species indicative of fallow agricultural fields. Currently the site is impacted by the storage of waste containers. 5. The subject property is identified as containing the Golden nematode (GN), Globodera rostochiensis. This insect is considered to be potentially more dangerous than any of the insects and diseases affecting the potato industry. Once it is established, potato production is impractical except in long crop rotations or when planting GN resistant potato varieties. Potatoes and tomatoes are the principal crops of economic importance that are attacked by this pest. Any soil disturbance on the property is subject to United States Department of Agriculture and state regulations on the species. 2 Peconic Recycling & Transfer Corp. Page Three June 16, 2008 Truck Traffic and Routing 6. It is expected that the traffic impacts will be moderate to area roadways and County Route 48 and Depot Lane intersection. The intersection is controlled by a flashing caution light. The maximum estimated truck trips per day equals 120 trips, as per materials delivered to Planning Board. The maximum number of trucks to be accommodated within the site project is 4 to 5 during site operations. The proposed project will prohibit truck parking on Corporate Road and Commerce Drive, Depot Lane and adjacent roadways. Truck parking shall be limited to within the site. 7. Additional trucks shall to be stored on site in employee truck parking spaces when not operating on the road, as detailed on the site plan To minimize adverse traffic impacts, the truck routing plan shall be as follows: A. Yellow Bag Routes: Leave Cutchogue facility heading South on Depot Lane. Trucks will proceed on routes indicated below, return to Southold Town Landfill, resume route, and end at Cutchogue facility. 1. East bound trucks will travel East on Route 48, South on Cox Lane or Peconic Lane, to Route 25. This route will cover areas South of Main Road from Peconic to Orient. 2. West bound trucks will travel East or West on Route 48. This route will cover areas North of Main Road from Peconic to Laurel. 3. Auxiliary Route—small truck Greenport to Cutchogue. B. Commercial Recyclables Route: Leave Cutchogue facility heading South on Depot Lane. Trucks will proceed East or West on Route 48, travel as needed South to Route 25, return to Cutchogue facility. C. Residential Recyclables Route: Leave Cutchogue facility heading South on Depot Lane. Trucks will proceed East or West on Route 48, travel as needed South to Route 25, return to Cutchogue facility. D. Municipal Solid Waste Route: Leave Cutchogue facility heading South on Depot Lane. Trucks will proceed East or West on Route 48, travel as needed South to Route 25, return to Cutchogue facility. Route includes eastern Riverhead. E. Roll Off Route: Primarily C & D. This is on an on-call schedule. Leave Cutchogue facility heading South on Depot Lane. Trucks will proceed East or West on Route 48, travel as needed South to Route 25, return to Cutchogue facility. Route includes eastern Riverhead. F. Long Haul Route: Leave Cutchogue facility heading South on Depot Lane. Truck will proceed West on Route 48, and proceed westerly to out-of-town location, return empty to Cutchogue facility. G. Route Hours: All routes occur primarily during daylight hours Monday through Friday. On occasion there will be one MSW Route on Saturdays to accommodate periodic weekend usage. Long Haul Route will exit and enter after hours to avoid traffic congestion on highways. 3 Peconic Recycling & Transfer Corp. Page Four June 16 2008 8. This project is not intended or designed to increase the number of truck trips in the region for solid waste handling/disposal operations, but to provide a locus for centralized waste disposal and recycling operations, and to reduce the number of truck trips to destinations off the North Fork. 9. This proposed project would not generate a significant number of employees. Operations 10. The proposed facility will limit all loading & unloading operations to indoors, so that potential impacts to the area from noise, odors, etc. would be minimized 11. All solid wastes delivered to, processed by and stored on the site will be located indoors, so that unsightly and odorous conditions would not occur. 12. The proposed project would maintain the site and structure, particularly the interior, in a clean and orderly manner, which would help minimize adverse visual impacts and vectors. 13. On street storage of containers temporary or otherwise, or any other equipment or materials shall be prohibited as indicated on the Site Plane dated 8/29/07. 14. The proposed facility's tipping and sorting area will be covered with an impervious floor (concrete slab) to prevent and avoid potential impacts to groundwater. All tipping and sorting operations will be conducted indoors. Facility clean-up will occur at the end of each workday. If any leachate is spilled, it will be controlled by vacuuming it up with a wet/dry vacuum, drumming the recovered liquid, and properly disposing the drums. Spill control tools, such as speedi-dry, absorbent pads and other control materials will be available on site. 15. The project will limit operations to between lam and 7pm weekdays and Saturdays. On occasion a long-haul truck will arrive after-hours. These trucks (typically empty, having returned from a delivery to a facility to the west)will be parked inside the facility to await the regular work day. 16. The proposed facility will limit daily tonnage of Municipal Solid Waste (MSW) to 240 tons per day, and maximum total daily tonnage of MSW and C&D combined to 480 tons per day. The tonnage will correspond with the NYSDEC permit and the Southold Town Board Special Permit 17. All incoming materials will be subject to a full inspection as well as document review before it can be accepted; these inspections and reviews will be conducted in compliance with applicable NYSDEC standards and procedures and Southold Town Board special permit conditions, ensuring that no unauthorized or hazardous materials are present. Site/Facility Design 18. The proposed action is not in material conflict with a community's current plans or goals as officially approved or adopted and the proposed action will not significantly impair the character or quality of important historical, archaeological, architectural, or aesthetic resources or of existing community or neighborhood character a. The site is zoned LIO and the use conforms to the allowed uses through a special permit from the Southold Town Board. The project site is located on a parcel of land within an existing industrial subdivision and is zoned for industrial use. b. The project site is located on a parcel of land abutting an existing Town solid waste facility. 4 Peconic Recycliny & Transfer Corp. Pae Five June 16, 2008 c. The site will include landscaping along the perimeter of the site, to minimize potential adverse visual impacts for off-site observers. 1) Proposed site lighting will be limited to building security lights during non-operational periods and limited perimeter lighting; all fixtures will be Town Code-compliant, including "dark-sky" friendly, using full-cutoff fixtures wherever possible. 19. The perimeter landscape buffer will be Town Code-compliant, and an 8-foot fence will be provided (the Zoning Board of Appeals granted a variance to allow the 8-foot fence). Visual 20. County Route 48 is a designated New York Scenic Byway. Analysis indicates that the combination of distance (600 to 1,100 feet from the nearest neighbors) and intervening vegetation, and buildings would combine to effectively reduce potential adverse aesthetic and/or visual impacts. 21. Equipment shall be located and screened in such a manner as to not be visible from the street or adjoining properties to further minimize visual impacts. Contingency Plan 22. A contingency plan has been provided by the applicant. This plan addresses the hazards most likely to be encountered during the operation of the solid waste transfer, recyclables handling and recovery, and construction and demolition debris processing facility. These hazards include fire, explosion, chemical spills, equipment breakdown and releases into the environment. The plan outlines specific actions to be taken by the solid waste transfer, recyclables handling and recovery, and construction and demolition facility's personnel in the event there is an emergency. The plan however, is not to be construed as a compilation of all possible emergencies and hazards which might occur at the facility. On September 19, 2007, the New York State Department of Agriculture and Markets (NYS Ag& Markets) responded after review and had no objection to the Town assuming lead agency. They noted that the subject parcel is in the Golden Nematode Disease quarantine area and for the purpose of preventing the spread of the Golden Nematode Disease of Potato they do not have an issue with the project as long as soil will not be removed from the site. It is the project sponsor's obligation to contact the NYS Ag & Markets for a permit if soil will be removed from the site. On September 19, 2007, the Suffolk County Department of Public Works (SCDPW) responded after review and had no objection to the Town assuming lead agency. On June 10 2008, SCDPW responded after review that it approves this development and finds that no additional improvements within the County right-of-way in the vicinity of this site will be required. On October 9, 2007, the Suffolk County Department of Health Services (SCDHS)responded after review, the SCDHS requires an application from the project sponsor under Article VI of the Suffolk County Sanitary Code for review and approval. The SCDHS maintains jurisdiction over final location of sewage disposal and water supply systems. There has not been any additional correspondence received, therefore, it is assumed that there are no comments or objections from other agencies. 5 Peconic Recvclina & Transfer Corp Pae Six June 16, 2008 For Further Information: Contact Person: Bruno Semon, Senior Site Plan Reviewer Address: Southold Town Planning Board, PO Box 1179, Southold, NY 11971 Telephone Number: 631-765-1938 cc: File Suffolk County Department of Health Services, Office of Southold Town Building Department Ecology, Kimberly Shaw Southold Town Board Suffolk County Planning Commission Southold Town Engineer Suffolk County Water Authority Southold Town LWRP Coordinator NYSDEC - Stony Brook Southold Town Solid Waste District Suffolk County Department of Public Works Southold Town Zoning Board of Appeals Suffolk County Dept. of Environment& Energy 6 T SOUTHOLD TOWN BOARD ' PUBLIC HEARING May 22, 2007 4:45 PM i Hearing began at 5:10 PM COUNCILMAN WICKHAM: NOTICE IS HEREBY GIVEN there has boeri°presented ' to the Town Board of the Town of Southold, Suffolk County, New York on the 24`h day of April, 2007, a Local Law entitled "A Local Law in Relation to a Transfer Station AND NOTICE IS HEREBY FURTHER GIVEN that the Town Board of the Town of Southold will hold a public hearing on the aforesaid Local Law at the Southold Town Hall, 53095 Main Road, Southold New York on the 22nd day of May, 2007 at 4:45 p.m., at which time all interested persons will be given an opportunity to be heard. This proposed "Local Law in Relation to a Transfer Station", which reads as follows: Local Law No. of 2007 Section 1. Purpose. In order to promote the health, safety and welfare of the citizens of the Town of Southold, the Town Board finds it necessary to provide for a Transfer Station use in the zoning code to facilitate the proper and efficient handling and transfer of municipal solid waste (MSW) and construction debris (C&D) material. The Town Board finds it appropriate to limit such use to the LIO Zoning District, subject to strict requirements, pursuant to a special permit issued by the Town Board, and site plan review by the Planning Board. Section 2. Code Amendment. Chapter 280 of the Code of the Town of Southold is hereby amended as follows: § 280-58. Use regulations. In the LIO District, no building or premises shall be used and no building or part of a building shall be erected or altered which is arranged, intended or designed to be used, in whole or in part, for any purpose except the following: D. A Transfer Station may be permitted subject to special permit obtained from the Town Board pursuant to Section 233-6 the Town Code The Transfer Station shall also be subject to site plan approval by the Planning Board based on the following criteria and requirements: (1) The plan shall include the precise location of all buildings structures employee and truck parking loading unloading and traffic areas internal circulation, container storage areas storage areas for recycling and any other information deemed pertinent to an adequate review of the Proposal. y 1 (2) A minimum lot area of 120,000 square feet and the right to require a greater lot area. Such requirement shall be based on the scale of operation as measured by the size of the buildings proposed for the site, the volume of solid waste handled on a daily basis, and the requirements for vehicle parking and movement, or a finding that the operation cannot be adequately screened from adjoining property. (3) A minimum distance of four hundred (400) feet from a property zoned for residential use measured from the two closest points of parcel boundary, or located within six hundred (600) feet of an existing residential structure measured from the closest point of the residential structure to theap rcel boundary. (4) Submission of a route plan to indicate that traffic generated by the facility will have a minimal impact on residential streets. (5) Provision of adequate lanes for vehicles entering the facility. (6) All sorting baling processing, crushing and similar intensive activity associated with the facility, including the storage of all containers containing recyclable and waste material shall be contained inside a completely enclosed building with an impervious floor surface. (7) Outdoor use of the property shall be restricted to the parking and maneuvering of vehicles, washing of vehicles, scales necessary for the operation of the transfer station, and the storage of empty containers. (8) The storage of said empty containers shall be restricted to locations specifically identified on the site plan. This equipment shall be located and screened in such a manner so as to not be visible from the street of from adjoining properties. (9) On-street parking of vehicles, containers, or any other equipment or materials in any way connected with the facility shall be prohibited. (10) Where feasible, truck loading and unloading areas shall not face the street. (11) All toxic and hazardous materials shall be prohibited. (12) The maximum height of the facility shall not exceed thirty five (35) feet 13) A minimum of twenty (20) feet of landscaping, including street trees shall be planted and maintained along all street frontages. (14) A six foot high black chain link fence with stockade attached shall be installed and maintained behind said landscaped areas. (15) Hours of operation shall be demonstrated by the applicant to be limited to minimize impact on surrounding properties. § 280-60. Front yard setbacks. C. A project shall be divided into separate structures so that no single structure shall have more than 60 linear feet of frontage on one street, except that this requirement shall not apply to a transfer station. The setbacks of multiple structures on a parcel may vary, provided that the average setback of the structures meets the setback required above and all buildings are at least 75 feet from the right-of-way. Section 3. Code Amendment. Chapter 233 Solid Waste of the Code of the Town of Southold is hereby amended as follows: § 233-1. Definitions. Words and terms used in this article shall have the following meanings: TRANSFER STATION, TOWN -- The disposal area owned and operated by the Town of Southold located north of County Route 48 at Cutchogue, New York. TRANSFER STATION. PRIVATE—Any combination of structures machinery and facilities used for off-loading solid waste from collection vehicles the recovery of recyclables from said solid waste and/or the reloading of nomecyclable solid waste into vehicles for disposal. § 233-6 Transfer Station Special Permit A. A permit application shall be made on the form prescribed by the Town Clerk and accompanied by a fee of$250.00. A permit issued pursuant to this section is not transferable and shall run for the same duration as a permit for the same transfer station issued by the New York State Department of Environmental Conservation B. No permit shall be granted unless the applicant can produce a valid transfer station operating permit issued by the New York State Department of Environmental Conservation for the proposed site and further demonstrate that the proposed transfer station is consistent with the Town's Solid Waste Management Plan. The terms of the permit may be reviewed by the Town Board from time to time to ensure that the operation is consistent with the Town of Southold Solid Waste Management Plan C. The grant of a permit shall bind the applicant to provide the Town of Southold with the following information on an annual basis• (1) Gross tons of mixed solid waste and recyclables received (2) Gross tons of recyclables removed from solid waste delivered (3) Net tons of nonrecvclable solid waste reloaded onto vehicles for disposal (4) Aggregate tonnage of all mixed solid waste and recyclables delivered to the facility, and the origin, by Town of such tonnage D. Prior to the issuance of a permit for a transfer station an application for site plan approval shall be reviewed by the Planning Board of the Town of Southold The Planning Board shall assume Lead Agency for the purposes of the SEORA review and such review process shall be complete prior to the issuance of a permit under this section. Failure to comply with the terms of an approved site plan shall constitute grounds for immediate revocation of this permit E. No permit shall issue until the applicant has submitted a route plan acceptable to the Town Board designed to indicate that traffic generated by the facility will have a minimal impact on residential streets F. The grant and acceptance of this pennit shall constitute consent to allow inspection of the premises by the Town of Southold for the purpose of ensuring compliance with the permit. Inspection shall be upon reasonable prior notice to the permit holder. G. All trucks entering the facility containing materials for transfer must be covered. H. An emergency response plan acceptable to the Town Board shall be submitted which may be referred to local emergency responders for comment and input. I No permit shall issue until the Town Board has held a public hearing on the application, with at least ten days notice provided to the public. J. The Town Board may approve, approve with conditions, or deny an application for a transfer station permit. The Town Board may iMpose such conditions or safeguards on the issuance of the transfer station permit to ensure that the proposed operation shall not have an adverse effect on the environment, the character of the area or the general welfare of the Town. K. Nothing in this section shall exempt an applicant or facility from compliance with zoning or other requirements of the Town Code. § 233-6.7 Penalties for offenses § 233-78. Revocation of permit and/or license. Section 4. Severability. If an section or subsection, paragraph, clause, phrase or provision of this law shall be judge invalid or held unconstitutional by any court of competent jurisdiction, any judgment made thereby shall not affect the validity of this law as a whole or any part thereof other than the part or provision so adjudged to be invalid or unconstitutional. Section 5. Effective Date. This Local Law shall take effect immediately upon filing with the Secretary of State. I have a memo here from Jerilyn Woodhouse, chair of the Planning Board, dated today. "The Planning Board supports a local law in relation to a transfer station with consideration of the following comments and recommendations. In one section we could amend the language as follows to allow for further discretionary review. (I think they mean discretionary review by the Planning Board) The current reading is a six foot high black chain link fence with stockade attached shall be installed and maintained behind :aid Landscape areas. The Planning Board is proposing "the fence color and materials shall be approved by the Planning Board." The second comment is a minimum of 20 feet of landscaping including street trees shall be planted and maintained along streets. They are proposing instead that 20 feet of landscaped buffers shall be entirely located within the subject parcel boundaries. There is another proposal to amend the language to propose that the Planning Board shall review the action under 6NYCRR part 617 of the State Enviromental Review Act and finally it is recommended that additional language be added that no building permit shall issued until the Town Board and Planning Board issue approvals. The Planning Board recommends approval of the proposed local law with the aforementioned provisions." I have a memo dated March 17°i from the Suffolk County Department of Planning, "Pursuant to the requirements of the Suffolk County Administrative Code, this application which has been submitted to the County PlanningConunission is considered to be a matter for local determination as there is no apparent county wide impact." I have a note that it has appeared on the Town Clerk's bulletin board outside here and I have a copy of the legal that was in the local newspaper. 1 have the SHQRA for this proposed local law done by McLean Associates, a r l • • lengthy draft with all the forms filled out. And I believe that those are the only substantive comments I have on this proposed local law. SUPERVISOR RUSSELL: Would anybody like to come up and address the Town Board on this specific local law? John? This is for the transfer, it is not for the wind technology. Would anybody like to come up? (No response) Can I get a motion to close? This hearing was closed at 5:16 PM E Eli eth A. Neo Southold Town Clerk 06/06/2008 09:52 6318524079 SUFFOLK CO DPW PAGE 02/02 COUNTY OF SUFFOLK (2 STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS THOMAS LAGUARDIA,P.E. GILBERT ANDERSON,P.E. LOUIS CALDERONE CHIEF DEPUTY COMMISSTONER COMM155TONER DEPUTY COMMISSIONER CR#48 _ . . ...,.,. Project Name: Building T G Applicant Name:Peconic Recycling&Transfer Corp. Project Location: Southold SCTM# 1000-95-2-5 ; I' Date: 6/5/08 I ® APPROVED ❑ DISAPPROVED _.....,..,.. : ❑ APPROVAL WITHHELD Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: A permit from this Department will not be required. We have reviewed this development and find that no additional improvements within the County right-of-way in the vicinity of this site will be required, \\U"By: William Hillman,P.E. Chief Engineer SUFFOLK COUNTY IS AN F,QUAL OPPORTUNITY I AFFIRMATIVE ACTION EMPLOYER (631)8524010 335 YAPHANK AVENUE ■ VAPHANK,N.Y.11980 ■ FAX(631)8524150 )I,. (a � COUNTY OF SUFFOLK b STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS THOMAS LAGUARDIA,P.E. GILBERT ANDERSON,P.E. LOUIS CALDERONE CHIEF DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER CR#48 Project Name: Building Applicant Name: Peconic Recycling& Transfer Corp. Project Location: Southold SCTM# 1000-95-2-5 Date: 6/5/08 ® APPROVED ❑ DISAPPROVED ❑ APPROVAL WITHHELD Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: A permit from this Department will not be required. We have reviewed this development and find that no additional improvements within the County right-of-way in the vicinity of this site will be required. r William Hillman, P. E. JUN 10 Chief Engineer a_ qw '3 `"�'"1'•"^'vus..-....«�rrr�yiY SVP' SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4010 335 YAPHANK AVENUE ■ YAPHANK,N.Y.11980 ■ FAX(631)8524150 •/ T0WN/VILLAGE OP Southold ADDRESS 53095 Main Road, P.O. Box 1179 Southold, New York 11971 BUILDING DEPAMIENT D,gTE:June31 2008 SUFFOLK COUNTY DEPT.OF PUBLIC WORKS COMMISSIONER 335 YAPHANK AVENUE YAPHANK,NY 11980 Dear Sir: In accordance with Section 239f of the General Municipal Law of the consolidated Laws of the State of New York.this is to notify the Commissioner or Public Works of the County of Suffolk that Name&Addreasof Applicant PeconiC Recycling & Transfer Corp. 800 Wickham Avenue, P.O. Box 1402, Mattituck, NY 11952 has applied to the Town/Villago of Southold for the issuance of a permit in reference to property located on thc: 1(00 i�� —tk dz V ) bi1n.R. T �4$ N SOW side Distance N&C-i F2C} t&,N �N S E f. zv'p.. W Village N/A Town Southold As shown on the attached survey or site plan(3 topics needed),dated We shall withhold further action on this application for ten (10) business days for the aforementioned Section m9f. � Very Truly Yours, Building)nape for Building Permits only Michael Verity Date: J 1 LY APPROVED/DISAPPROVED/APPROVAL WITHHELD to the Town/Vilsge pursuant to the General Municipal Law subject to the stated conditions: S<e gift SUFFOLK COUNTY DEPT.OF PUBLIC WORKS CHARLES 1.HARTHA,P.E..COMMISSIONER By: RICHARD J.LAVALLE,P.E. CHIEF EFGINEER Submission Without a Cover Letter Sender: �Q � � Subject: 1'd cOwC, SCTM#: 1000 - Date: 000-Date: Comments: is Used bdak ; tve)l eLit c V� CCL S U IoZn t } L1 F� �2L Z � SCiov(�Q lae 4zc. cp�t«v s Yes �D Ybtae�Q �atit {a l� tQ t .-C6 Se U Qtia P s �� Ce ca+ �UltitNoti'�� TOWNNILLAGEOP Southold ADDRESS 53095 Main Road, P.O. Box 1179 Southold, New York 11971 BUILDING DEPARTMENT D.gTE: June 3 2008 SUFFOLK COUNTY DEPT.OF PUBLIC WORKS COMMISSIONER 335 YAPHANK AVENUE YAPHANK,NY 11990 Dear Sir: In accordance with Section 239f of the General Municipal Law of the consolidated Laws of the State of New York.this is to notify Liss:Commissioner or Public Works of the County of Sufrolk that Name&Addressofnpplicant Peconic Recycling & Transfer Corp. 800 Wickham Avenue, P.O. Box 1402, Mattituck, NY 11952 him applied to the TowrtNillsgo of Southold for the issuance of a permit in reference to property located on the: (CU 4�.e1 N SOW side �c:nme✓'ti!-. l�k'tVe,- d{� �V}QC.R. 5 fig.. Distance—111W F rit h{�� t� �, Q7-4C64-hQp,} N S E W Village NSA L-'y-P-,j"IWI'''ki-t ' Town Southold As shown on the attached surveyor site plan(3 copies needed),dated We shall withhold further action on this application for ten (10) business days for the aforementioned Section 239E „ Very Truly Yours, Building lisps for Building Permits Only Michael Verity Date: APPROVED/DISAPPROVED I APPROVAL WITHHELD to the TownNiliage pursuant to the General Municipal Law subject to the stated conditions: SUFFOLK COUNTY DEPT.OF PUBLIC WORKS CHARLES 1.BARTHA,P.E.,COMMISSIONER By: RICHARD J.LAVALLE,P.E. CHIEF ENGINEER MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 JERILYN B.WOODHOUSE O��Of SO(/j�ol Southold, NY 11971 Chair Q OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR G Q 54375 State Route 25 GEORGE D. SOLOMON �0 (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND IiYCOU'M'� Southold, NY 1111 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 3, 2008 Suffolk County Department of Public Works Attention Permits, Mr. Ken Dantzig, Senior Engineering Aide 335 Yaphank Avenue Yaphank, NY 11980 RE: Peconic Recycling & Transfer-2 560 Commerce Drive, Cutchogue SCTM#(s) 1000-95-2-5 Zone: LIO (Light Industrial Office) Dear Mr. Dantzig, Pursuant to Section 239F of the General Municipal Law and Section 136 of the Highway Law, the following site plan is being referred to you for comments. Enclosed you will find a site plan, executed 239-F, sp application, a report dated October 12, 2008 & May 8, 2008 from Nelson, Pope & Voorhis, LLC on the Environmental Planning Review and a letter dated May 14, 2008 from Ms. Wickham (Agent), EAF in NPV report, 2004 aerial and Truck Trip Table on the Peconic Transfer Station. This site plan is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 sq. ft. parcel in the LIO Zone located at the intersection Corporate Road and Commerce Drive in Cutchogue. The Planning Board is in SEQR of this action as an Unlisted Coordinated Review. The Planning Board is looking to issue a determination and would appreciate any comments as soon as possible. If there are any questions you can contact us at (631) 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respe ally y us,Bruno emo Senior Site Plan Reviewer CC:file Enc, site plan, misc MAY 27,2008 01:13P is 6317346235 page 1�� f SOI 'x111IO1 .1 ) ( 10NINf ISSIO\ Tom Hall P,0.Bux 1179 53895 Main Road Southold.NY 11971.0759 Phare(631)165 1938 Fa.(631)7653136 TO: Heather M. Lanza, Director of Plann' FROM: Neboysha R. Brashich, Chairman DATE. May 27, 2008 RE: Peconic Recycling and Transfer Station Project— Depot Lane As discussed in today's monthly Commission meeting, we had been informed that the Planning Board had requested a SEQRA review of subject project. There was a possibility that this process may engender a call for a traffic light at the intersection of Depot Lane and County Road 48 currently serviced by a flashing light. The Commission would like to state for the record that: • the area behind the Town Landfill had been zoned commercial quite a few years ago; • the Town Board had voted to keep County Road 48 as a pass-through route also a number of years ago; and, • adding additional traffic lights would only further negate the effects of this policy. There is a traffic light at the intersection of Cox Lane and County Road 48 that provides sufficient intervals to enable egress and ingress from Depot Lane. Hence, the Commission is not in favor of replacing the evsting flashing light fora traffic light. i� i N,AY 2 _ • i P� LEGAL NOTICE NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold has set Tuesday,June 17,2008,at 7:35 p.m. at the Southold Town Hall, 53095 Main Road, Southold,New York as the time and place to a public hearing on the application of Peconic Recycling and Transfer for a Transfer Station Permit, pursuant to Chapter 233, Solid Waste of the Code of the Town of Southold. Dated: May 20, 2008 BY ORDER OF THE TOWN BOARD OF THE TOWN OF SOUTHOLD Elizabeth Neville Town Clerk PLEASE PUBLISH ON June 5, 2008, AND FORWARD ONE (1)AFFIDAVIT OF PUBLICATION TO ELIZABETH NEVILLE, TOWN CLERK, TOWN HALL, P.O. BOX 1179, SOUTHOLD, NY 11971. Copies to the following: The Suffolk Times Town Attorney Town Clerk's Bulletin Board Town Board Planning Department SWMD Gail Wickham l � �1 NELSON, POPE 6 VOORHIS, LLC ENVIRONMENTAL PLANNING CONSULTING PH:(631)427-5665 572 Wait Whkmm Road FAX:(631)427-5620 WIVIII6,NY 11747 Transmittal Letter TO: Date: Friday, May 16, 2008 Mr. Bruno Semon Senior Site Plan Reviewer Re: PeconIC Recycling &Transfer Station Town Of Southold- Planning Department NP&V g: 06278 PO BOX 1179 Southold, NY 11971 VIA: x Regular Mail Fedex By Messenger Enclosed please find the following: louentityl Description 1 1 Environmental Planning Review of supplemental information on Project 0 erations Remarks: Dear Mr. Semon: Please find the enclosed materials sent per Phil Malicki's request. Please do not hesitate to contact me should you have any questions or need further assistance.Thank you. sincerely, NELSON, POPE &VOORHIS, LLC By: Ashley Marclszyn x215 Cc: File oil2 ` ` MAY 2 0 2008 a Q"t,eld Tann P 'iarvr Baard `p4 4T' W lir ENVIRONMENTAL PLANNING REVIEW OF SUPPLEMENTAL INFORMATION ON PROJECT OPERATIONS PECONIC RECYCLING & TRANSFER STATION Prepared for: Town of Southold Planning Board P.O. Box 1179 ' { } Southold,New York 11971 f Prepared by: Nelson,Pope&Voorhis, LLC MAY 2 0 2008 572 Walt Whitman Road Melville,New York 11747 (631)427-5665 Contact: Charles J.Voorhis, CEP,AICP t 'Date: May 8,2008 PROJECT NAME: Peconic Recycling&Transfer II, Cutchogue PROJECT TYPE: Site Plan Application/Town Board Special Permit LOCATION: 560 Commerce Drive, Cutchogue SCTM: 1000-095-2-5 ZONING DISTRICT: LIO-Light Industrial Office Park OVERLAYS: NA TOTAL PROJECT AREA: 2.75 acres 1.0 INTRODUCTION This document is a consultant report to assist the Planning Board and staff in the review of the above-noted project. The site has been inspected by Nelson, Pope & Voorhis, LLC (NP&V) and the submission materials noted herein have been evaluated. This report includes a summary of the site conditions and the proposed project, review of submitted materials, other agency approvals, SEQRA Status, environmental resources and planning considerations, and a review of the applicant's most recent information submissions. This document has been prepared to assist the Planning Board in evaluating the project and issuing a Determination of Significance under SEQRA and rendering an informed decision on the application. This is a supplement to prior reports prepared by NP&V for the Town Planning Board and should be considered in conjunction with those prior reports that are referenced herein. • • Peconic Recycling&Transfer II,Cutchogue Environmental Planning Review NP&V No.06279 2.0 SITE LOCATION AND DESCRIPTION The project site is located at 560 Commerce Drive, at the north corner of Commerce Drive and Corporate Road, Cutchogue, Town of Southold, County of Suffolk. The 2.75-acre vacant parcel has approximately 320 feet of frontage along Corporate Road and 353 feet along Commerce Drive. The site is generally flat and is entirely covered with low herbaceous plants and shrubs. The site is zoned LIO Light Industrial Planned Office Park, and the area surrounding the site is similarly zoned LIO and LI Light Industrial. A Town composting facility is located east of the site, beyond which are Town solid waste management facilities. The nearest residence is located west of the site fronting Depot Lane; this residence is an existing non-conforming use in an LIO zone. There is a small residential community to the south fronting CR 48 in an area zoned R-40. 3.0 PROPOSED PROJECT The proposed action involves the development of the 2.75-acre site with a 34,200 SF building that will house a recycling and transfer facility (32,000 SF) and associated office space (2,200 SF). Municipal and construction and demolition waste will be sorted in the proposed structure and trucked to appropriate facilities/markets. Materials will be held at the facility for short periods. This is critical to the safe, compatible operation of the facility. The site plan indicates storage areas for various materials including hazardous materials/substances, metals, plastic, cardboard and asphalt, brick and similar materials. The application also indicates solid waste generation in the amount of 4 tons per month. Additionally, the Part 3 EAF indicates that the applicant has agreed to reduce the tonnage to 240 tons per day (tpd) of MSW, and a total of 480 tpd of MSW and C&D material. Part of the information contained in the application package indicates that soil will not be removed from the site. The front yard and truck parking areas will consist of gravel surfaces. Two (2) large scales that will be utilized by entering trucks will be located along the southern property boundary. Twelve (12) truck parking stalls and fourteen (14) car parking stalls are shown on the site plan; however, 25 parking stalls are noted in the EAF and in the site notes on the site plan. Two (2) future curb cuts in the northern property boundary will connect to the adjacent, vacant property located to the north. The site will be accessible via two (2) 40-foot entrance points located along Commerce Drive and Corporate Road. A series of stormwater leaching pools will collect runoff generated by the property. The development will connect to public water provided by the SCWA and a septic system will be provided which will need approval from the SCDHS. The perimeter of the property will be landscaped with evergreens and shrubs to reduce visual impacts to the surrounding areas. 4.0 SITE PLAN SUBMISSION AND SUPPLEMENTAL INFORMATION The Applicant has provided the following forms and information, which comply with the Town's Site Plan Application submission requirements: • Site Plan application form • Fee Page 2 Peconic Recycling&Transfer It Cutchogue Environmental Planning Review NP&V No.06279 • Long Environmental Assessment Form • Site Plan • Construction Plans/elevations • Supplemental information on tonnage from applicant • Draft contingency plan from applicant • SEQRA Update to the Planning Board(dated November 26,2007) • Part 3 EAF(undated,but received by the lead agency on March 31,2008) • Applicant's Response to Nelson, Pope and Voorhees [sic] inquiries on Report dated April 21, 2008 (undated,April-May,2008) • Sections 2.0 - 5.0 Solid Waste Transfer and Recyclables Handling and Recovery Facility Operations(undated,April-May 2008) 5.0 OTHER AGENCY APPROVALS • Town Zoning Board of Appeals variances (front yard setback, lot coverage and fence height) • Town Board Special Permit for a Transfer Station (LL#13 of 2007; Chapter 280) • NYSDEC Part 360 Solid Waste Facility(if applicable) • NYSDEC Stormwater Permit(GP-08-01) • SCWA water supply approval • SCDHS commercial sanitary system approval(Article 6) • SCDHS water supply approval(Article 4) 6.0 SEQRA STATUS The Planning Board conducted a coordinated review beginning on September 11, 2007 and assumed lead agency on October 16, 2007. During this process, the Town accepted an Environmental Review Report prepared by Nelson, Pope & Voorhis, LLC (NP&V; dated October 12, 2007) that requested additional information on the project necessary for the Board to determine potential impacts. The applicant provided a response to this request in a document dated November 26, 2007. In turn, NP&V prepared a second Environmental Review Report (dated February 19, 2008) that addressed this new information on the project, and included its Part 2 EAF, which delineated potential impacts and their magnitude. The February 26, 2008 document concluded that, based on the Part 2 EAF, a Part 3 EAF would be needed from the applicant, to address the potential impacts of the proposed project. The applicant then prepared the Part 3 EAF and submitted it to the lead agency on March 26, 2008. In response to this submission, NP&V prepared a third Environmental Review Report dated April 21, 2008, which listed a number of additional information requests. The April 21, 2008 document remains relevant to the environmental review record, and essentially concluded the potential significant adverse environmental impacts were not expected to be significant, pending further understanding of the applicants operation. By late April 2008, the applicant had submitted additional materials addressing these latest comments (see attached), to which this fourth Environmental Review Report responds. Page 3 Pewnic Recycling&Transfer H,Cutchogue Environmental Planning Review NP&V No.06279 7.0 ENVIRONMENTAL RESOURCES There are no designated tidal wetlands within 5,000 feet of the property; however, there is a designated freshwater wetland (SO-56) located approximately 4,500 feet to the south-southeast of the property. The proposed development is not expected to impact this wetland due to distance and the existing development between the sites. The Suffolk County Soil Survey identifies three (3) soil types on the subject site, which consist of the following: Riverhead sandy loam, 3 to 8% slopes (RdB), Haven Loam, 0-2% slopes (HaA) and Haven Loam, 2-6% slopes (HaB). The topography and soils on the site do not appear to present severe development constraints. Therefore, no significant impact on soils and topography is anticipated. A review of the Suffolk County Water Authority (SCWA) Distribution Maps from 2007 indicates that a 6-inch water main is in the area, beneath Commerce Drive. Using typical SCDHS flow rates for an industrial building of the size proposed, it is estimated that the proposed development will use approximately 1,368 gallons of water per day. The applicant must comply with Article 6 of the Suffolk County Sanitary Code for sanitary density (i.e. permitted flow on a given side parcel) and will also need to demonstrate to the SCDHS that potable water can be supplied to the site. Based on water main maps, it appears as though public water can be accessed. The applicant should contact the SCWA and the Town as necessary to secure public water availability under Article 4 of the Sanitary Code. The elevation of groundwater beneath the subject site is approximately 5 feet above mean sea level (asl) according to the USGS Water Resources Investigation Report 2002. The topographic elevation of the property is approximately 50 feet asl, based on the USGS Topographic Quadrangle for the area. Therefore, the minimum depth to groundwater is approximately 45 feet. The subject property is located just north of the north fork groundwater divide. The majority of the groundwater recharges vertically into the groundwater but, there is a slight horizontal component of flow that is generally toward the north and west. The direction of groundwater flow is expected to be horizontal and to the west towards the Long Island Sound. 9.0 PLANNING CONSIDERATIONS The site is zoned LIO and the use conforms to the allowed uses through a special permit from the Town Board. The site is surrounded by industrial zoning. A Town composting facility is located east of the site, beyond which are Town solid waste management facilities. The nearest residence is located west of the site fronting Depot Lane; this residence is an existing non- conforming use in an LIO zone. There is a small residential community to the south fronting CR 48 in an area zoned R-40. 9.0 REVIEW OF APPLICANT'S SUBMISSIONS Review of the applicant's Part 3 EAF indicated that additional information would be needed to enable the lead agency to fully assess the potential adverse impacts of the proposed project. As a result, the April 21, 2008 Environmental Review Report requested specific information in regard to site operations, facilities and plans. The applicant provided two documents in response (see Page 4 Peconic Recycling&Transfer II,Cutchogue Environmental Planning Review NP&V No.06279 Attachments A and B). The following matches NP&V's information requests (italicized) with the corresponding applicant responses (non-italicized). The applicant's EAF indicates that variances are necessary; the applicant should indicate what variances, ifany, are required. Variances have been obtained from Southold Town Zoning Board of Appeals, Appeal No. 6030, for insufficient front yard setback, lot coverage, 8 foot fence height. Front yard setback at 60 feet; rear yard setback at 45 feet; lot coverage 28.5%, fence height at 8 feet. Operations-Related 1. Confirm that all doors must be closed when loading/unloading trucks. Doors will not always be closed during loading and unloading, except as necessary to contain warmth in the building during inclement weather or when the doors are not used. The loading and unloading will be completely inside the building. There are no residences near the doors which would be disturbed by the noise, if any, which emanates outside the building. Open doors are necessary for adequate ventilation and the protection of the workers inside. Also, large doors which are constantly opening and closing could create a safety hazard. To add a warning buzzer would only add to the noise generation and does not seem sensible. Doors which are not in use will be kept closed. Applicant does not anticipate all bays to be in use at all times during operational hours. Truck engines will not be turned off during loading and unloading, because the engines need to be running to operate the machinery, and because turning a diesel engine on and off, particularly in cold weather,may cause restart problems and may use more fuel and generate more fumes than leaving them running. Trucks will be instructed to tum off engines, weather permitting, if they are standing for an extended period to load or unload. However, this is not expected to occur given the projected truck volume. Moreover, all loading and unloading will be completely inside the building, so emissions and noise should not create an environmental issue. All trucks meet DOT and other applicable standards for emissions. To clarify the cleaning of the floor, occasional sweeps with a machine similar to a street sweeper will be employed, in addition to regular scooping, scraping and sweeping. 2. Is the project dependant upon a future truck wash facility; what justification is there for segmentation of review of this identified future plan? Truck wash facility is shown as proposed, as this aspect of the project is not yet planned and additional approvals will be required, including those for the containment/recirculation of the wash water. Truck washing will be done off site in the interim. Not all trucks using the facility will be applicant's trucks—the facility will be available to other local carters. 3. Include building utilization (door plan) with the Part 3 EAF. Floor plan was previously submitted. 4. Describe incoming and outgoing waste streams in more detail, in terms ofvolume,frequency and destination; the current information in this regard is vague. Incoming waste stream: a) commercial MSW from local pickups; currently, this material is collected; b) C&D from local job sites (currently, this material is collected on an on-call basis); c) remaining material after separation will be shipped out: i) MSW to be loaded on a 100 cubic yard transfer trailer truck and removed when full or at the end of the day. Page 5 Peconic Recycling&Transfer Il,Cutchogue • Environmental Planning Review • NP&V No.06279 ii) recyclables to be shipped out as transport trucks/bins are filled with cement, cardboard, paper, glass,metal,wood, concrete,etc. S. Any there any plans for or capability to accommodate other waste types to be handled in this facility; what future facilityplans are anticipated? No plans for future waste types. 6. How will dumpsters be moved within the site (e.g., to/from outdoor storage area into%ut of the building, etc)? Dumpster movement into and out of the building will be by truck (roll-off) and handtruck or retriever truck for smaller dumpsters. Roll-offs will pick up dumpster at job sites, unload at this facility, and hopefully return the empty dumpster to a job site; if the dumpster is not needed, it will be unloaded by the rolloff truck on site. 7. The limits on MSW and C&D debris have been established; what are the proiected amounts of MSW and C&D expected? MSW limit is 240 tons per day. Current estimate of tonnage is 100 to 157 tons per day, 175 tpd anticipated shortly after startup of facility, with projected increase in first 10 years of operation. C&D volume is difficult to predict as it is an on demand service. Current estimate of tonnage is 150-200 tons per day,with projected increase in first 10 years of operation. 8. Will/how, would these volumes vary over the year? If possible, provide range and seasonal variation of volumes received. Volume of both types of materials will increase May through October. 9. Identify what trucks will operate on the site; where and how will they be stored? Trucks operating on site and stored on site: Not all trucks using the facility will be stored on site. Some trucks will be owned by other operators. See also answer#19. 10. Do the proposed operating hours, 7 AM to 7 PM, conform to Town Code requirements? Operating hours will be in compliance with Town requirements. The operating hours of 7 a.m. to 7 p.m. are proposed. The Town of Southold does not regulate hours of operation of private business. 11. Confirm that no garbage would be stored overnight(other than recyclables). No garbage will be stored for more than 24 hours except recyclables and such other materials as the NYSDEC may allow. 12. What lighting is proposed and what are the proposed hours for lighting? Lighting is shown on site plan. Limited security lighting during non-operational hours. 13. Conditions/circumstances under which internal roadway connections to the adjacent industrial sites would be installed. If adjoining lot to north is developed, Planning Board will review connection, if any, for internal site circulation. 14. Specify the two variances needed, discuss why these variances are needed, and explain how the standards for their approvals are met. ZBA has granted the variance. Page 6 Peconic Recycling&Transfer II,Cutchogue Environmental Planning Review NP&V No.06279 15. Provide details on the Special Permit required for the project, and discuss whether/how the project will meet the applicable Town standards. Special Permit is the Town Transfer Station Special Permit pursuant to Town Code 233-6. Standards required for obtaining permit will be presented to the Town Board at the hearing, and are included in the application. Facillty-Related 16. Provide information from NYSDEC or a reliable source that the proposed odor-control misting system is effective and is "approved"? Odor control system — The odor control misting system proposed for the facility is the standard odor treatment system used throughout the industry. These systems have been used at many of the transfer stations on the Island. All of the transfer stations for which applicant's engineer has obtained permits (over twenty-five) in the last fourteen years used this method of odor control. The NYSDEC has accepted this method on all of these permit applications. 17. Identify container storage areas. Container storage areas are shown on the floor plan and site plan. 18. Describe landscape buffers and fencing in terms of code conformance and mitigation. Landscape buffers will be pursuant to Planning Board requirements. Fence will be up to 8 feet in height per ZBA and Planning Board review. Fence will be located inside natural screening. 19. Provide estimate of the number of trucks that may be present on the site at any one time; confirm that there is enough acreage on-site to accommodate that number. Could there be any back- up/storage of vehicles at peak times? If so, indicate what actions would be taken to ensure that adjacent roadways are not used for truck parking. Number of trucks on site at any one time — initially, two to three during business hours. Eventually, potentially four to five. Given this low volume and the size and design of the traffic pattern, it is not anticipated that there will be any issues with room for maneuvering. At the beginning and end of the day, all trucks will be stored on site (approx. 12-15), in the building or the area designated on the site plan. If additional space is needed, trucks will be accommodated off site. No trucks will be parked or stored on the roadways in the subdivision. 20. Does the site%xterior lighting conform to Town Code requirements for lighting(efany)? Exterior lighting will conform to Code requirements and site plan requirements. Community Character-Related 21. Estimate the distances to those neighboring residences that have a view of this facility, and describe the view of the site from those locations. Distances were submitted to ZBA. The view will consist of the top portion of a building which has been reviewed and approved by the Architectural Review Board. The remainder of the view will be screened by the natural vegetation and fencing. Distances are: o Houses in Oregon View Estates subdivision to west— approx. 1,100 feet or more: fust, they will look through the overhead power lines, then they will see the buildings on the lots facing Depot Lane in the Light Industrially zoned section, and eventually the buildings developed on the Goodwin LIO site facing Depot Lane. Then they will see the top of the applicant's building and the screening as described above. o House on Depot Lane (Goodwin) to northwest — approx. 600 feet: fust, they will look through their back yard, which will partially screen the view due to the accessory Page 7 Peconic Recycling&Transfer H,Cutchogue Environmental Planning Review NP&V No.06279 building and other items in the rear yard. Then they will see the top of the applicant's building and the screening as described above. o Houses in Church Lane area to southeast—approx. 1,000 feet and more: fust, they will look over the Southold Town Composting Facility pit, and then they will see an attractively designed building surrounded by natural screening. Also within their view, immediately to the South, is the open grinding and yard waste dumping operation. 22. Describe the proposed structure's appearance from these observation points. Question answered in No. 21. Traffic-Related 23. Assess the potential impacts of truck usage on the local roadways and at the intersection of Corporate Drive/CR 48 in terms of daily facility trip hours and existing road volumes. Truck traffic routes and projections were previously required. To retain a traffic engineer at this date would be extremely costly to the applicant. Truck traffic is not expected to exceed local truck traffic volume. These trucks are already on the road. 24. Confirm the estimated 164 truck trips/day for the project, and that this corresponds to 82 truck trips arriving and 82 truck trips departing. See traffic analysis previously submitted. 10.0 SUMMARY AND CONCLUSION The Planning Board (as well as the Town Board) identified issues in the Part 3 EAF that required further information to enable a proper assessment of the project's potential impacts. The applicant provided that document as well as an additional document which, in combination, describe the proposed project's operations in sufficient detail to enable the Town to now issue a Determination of Significance under SEQRA, and render an informed decision. Page 8 t REASONS IN SUPPORT OF NEGATIVE DECLARATION Peconic Recycling May 9, 2008 Regulatory Compliance 1. The project represents a use allowed by Special Permit in the LIO zone, suggesting that this type of use is considered appropriate in this zone if it meets the requirements for such a permit. Based on the information and analyses in the application and Town review documents, the project conforms to the requirements for a Special Permit in the LIO zone. 2. The project will receive and process only material for which it has valid NYSDEC permits, including municipal solid waste and commingled recyclables collected by commercial carters. Truck Traffic 3. The proposed project will prohibit truck parking on the adjacent roadways, limiting such activity to within the site. 4. The maximum number of trucks that would be present at any one time is expected to be accommodated within the site project, and is estimated to ultimately be 4-5 trucks. 5. It is proposed that trucks would utilize CR 48 to travel north on Commerce Drive to access the site, so that no truck use of Commerce Drive northward to Oregon Road would occur. 6. This project is not intended or designed to increase the number of truck trips in the region for solid waste handling/disposal operations, but to provide a locus for centralized waste disposal and recycling operations, and to reduce the number of truck trips to destinations off the North Fork 7. This proposed project would not generate a significant number of employees Operations 8. The proposed facility will limit all loading & unloading operations to indoors, so that potential impacts to the area from noise, odors, etc. would be minimized 9. All solid wastes delivered to, processed by and stored on the site will be located indoors, so that unsightly and odorous conditions would not occur. 10. The proposed project would maintain the site and structure, particularly the interior, in a clean and orderly manner, which would help minimize adverse visual impacts and vectors. 11. The project will limit operations to weekday and Saturday daylight hours. 12. The proposed facility would limit maximum daily tonnage handled to 240 tons per day. 13. All incoming materials will be subject to a full inspection as well as document review before it can be accepted; these inspections and reviews will be conducted in compliance with applicable NYSDEC standards and procedures, ensuring that no unauthorized or hazardous materials are present. Site/Facility Design 14. The project site is located on a parcel of land within an existing industrial subdivision and is zoned for industrial use. 15. The project site is located on a parcel of land abutting an existing Town solid waste facility. a 16. The interior of the proposed structure will include a NYSDEC-accepted misting system to minimize potential impacts from odors & dust generated by loading & unloading operations. 17. The site will include landscaping along the perimeter of the site, to minimize potential adverse visual impacts for off-site observers 18. Proposed site lighting will be limited to building security lights during non-operational periods and limited perimeter lighting; all fixtures will be Town Code-compliant, including "dark-sky" compliance. 19. The perimeter landscape buffer will be Town Code-compliant, and an 8-foot fence will be provided. Visual 20. Analysis indicates that the combination of distance (600 to 1,100 feet for the nearest neighbors) and intervening vegetation, buildings and electric power line towers would combine to effectively reduce potential adverse aesthetic and/or visual impacts. Peconic Recycling&Transfer H,Cutchogue Environmental Planning Review NP&V No.06279 ATTACHMENT A APPLICANT'S RESPONSE TO NELSON, POPE AND VOORHEES [SIC] INQUMES ON REPORT DATED APRIL 21, 2008 Page 9 Peconic Recycling and Transfer Station 560 Commerce Drive, Cutchogue,New York SCTM# 1000-9-2-5 SEQRA—Part III Response to Nelson, Pope and Voorhees inquiries on Report dated April 21, 2008 Please See Attached Section 2.0—5.0 Solid Waste Transfer and Recyclables Handling and Recovery Facility Operations submitted to DEC for detailed Operations and Transportation Information. Additional responses set forth below. P. 3 —variances have been obtained from Southold Town Zoning Board of Appeals, Appeal No. 6030, for insufficient front yard setback, lot coverage, 8 foot fence height. Front yard setback at 60 feet; rear yard setback at 45 feet; lot coverage 28.5%, fence height at 8 feet. P. 6 Operations Related Inquiries: 1 —Truck engines will not be turned off during loading and unloading, because they need the engines to operate the machinery, and because turning a diesel engine on and off,particularly in cold weather,may cause restart problems and may use more fuel and generate more fumes than leaving them running. Trucks will be instructed to turn off engines, weather permitting, if they are standing for an extended period to load or unload. However,this is not expected to occur given the projected truck volume. Moreover, all loading and unloading will be completely inside the building, so emissions and noise should not create an environmental issue. All trucks meet DOT and other applicable standards for emissions. 2 —Truck wash facility is shown as proposed, as this aspect of the project is not yet planned and additional approvals will be required, including those for the containment/recirculation of the wash water. Truck washing will be done off site in the interim. Not all trucks using the facility will be applicant's trucks—the facility will be available to other local carters. 3-Floor plan was previously submitted. 4-Incoming waste stream: a) commercial MSW from local pickups; currently,this material is collected b) C&D from local job sites. Currently, this material is collected on an on call basis c) remaining material after separation will be shipped out: i) MSW to be loaded on a 100 Cubic Yard transfer trailer truck and removed when full or at the end of the day. ii) Recyclables to be shipped out as transport trucks/bins are filled: cement, cardboard, paper, glass, metal, wood, concrete, etc. 5. No plans for future waste types. 6. Dumpster movement into and out of the building will be by truck (roll-off) and 0 handtruck or retriever truck for smaller dumpsters. Roll-offs will pick up dumpster at job sites, unload at this facility, and hopefully return the empty dumpster to a job site; if the dumpster is not needed, it will be unloaded by the rolloff truck on site. 7. MSW limit is 240 tons per day. Current estimate of tonnage is 100 to 157 tons per day, 175 tpd anticipated shortly after startup of facility, with projected increase in first 10 years of operation. C&D volume is difficult to predict as it is an on demand service. Current estimate of tonnage is 150-200 tons per day, with projected increase in first 10 years of operation. 8 Volume of both types of materials will increase May through October. 9. Trucks operating on site and stored on site: Not all trucks using the facility will be stored on site. Some trucks will be owned by other operators. See answer#19. 10. Operating hours will be in compliance with Town requirements. The operating hours of 7 a.m. to 7 p.m. are proposed. The Town of Southold does not regulate hours of operation of private business. 11. No garbage will be stored for more than 24 hours except recyclables and such other materials as the NYSDEC may allow. 12. Lighting is shown on site plan. Limited security lighting during non-operational hours. 13. If adjoining lot to North is developed, Planning Board will review connection, if any, for internal site circulation. 14. ZBA has granted the variance. 15. Special Permit is the Town Transfer Station Special Permit pursuant to Town Code 233-6. Standards required for obtaining permit will be presented to the Town Board at the hearing, and are included in the application. Facility Related Inquiries: 16. Odor control system—The odor control misting system proposed for the facility is the standard odor treatment system used throughout the industry. These systems have been used at many of the transfer stations on the Island. All of the transfer stations for which applicant's engineer has obtained permits (over twenty-five) in the last fourteen years used this method of odor control. The NYSDEC has accepted this method on all of these Permit Applications. 17. Container storage areas are shown on the floor plan and site plan. 18. Landscape buffers will be pursuant to Planning Board requirements. Fence will be up to 8 feet in height per ZBA and Planning Board review. Fence will be located inside natural screening. 19. Number of trucks on site at any one time—initially, two to three during business hours. Eventually, potentially four to five. Given this low volume and the size and design of the traffic pattern, it is not anticipated that there will be any issues with room for maneuvering. At the beginning and end of the day, all trucks will be stored on site (approx. 12-15), in the building or the area designated on the site plan. If additional space is needed, trucks will be accommodated off site. No trucks will be parked or stored on the roadways in the subdivision. 20. Exterior lighting will conform to Code requirements and site plan requirements. Community Character Related 21. Distances were submitted to ZBA. See copy of map attached. The view will consist of the top porton of a building which has been reviewed and approved by the Architectural Review Board. The remainder of the view will be screened by the natural vegetation and fencing. Distances are: Houses in Oregon View Estates subdivision to West—approx. 1100 feet or more: first, they will look through the overhead power lines, then they will see the buildings on the lots facing Depot Lane in the Light Industrially zoned section, and eventually the buildings developed on the Goodwin LIO site facing Depot Lane. Then they will see the top of the applicant's building and the screening as described above. House on Depot Lane (Goodwin)to Northwest—approx. 600 feet: first,they will look through their back yard, which will partially screen the view due to the accessory building and other items in the rear yard. Then they will see the top of the applicant's building and the screening as described above. Houses in Church Lane area to Southeast—approx. 1000 feet and more: first, they will look over the Southold Town Composting Facility pit, and then they will see an attractively designed building surrounded by natural screening. Also within their view, immediately to the South, is the open grinding and yard waste dumping operation. 22. Question answered in No. 21. Traffic Related: 23. Truck traffic routes and projections were previously required. To retain a traffic engineer at this date would be extremely costly to the applicant. Truck traffic is not expected to exceed local truck traffic volume. These trucks are already on the road. 24. See traffic analysis previously submitted. Additional information: 1. Doors will not always be closed during loading and unloading, except as necessary to contain warmth in the building during inclement weather or when the doors are not used. The loading and unloading will be completely inside the building. There are no residences near the doors which would be disturbed by the noise, if any, which emanates outside the building. Open doors are necessary for adequate ventilation and the protection of the workers inside. Also, large doors which are constantly opening and closing could create a safety hazard. To add a warning buzzer would only add to the noise generation and does not seem sensible. Doors which are not in use will be kept closed. Applicant does not anticipate all bays to be in use at all times during operational hours. 2. To clarify the cleaning of the floor, occasional sweeps with a machine similar to a street sweeper will be employed, in addition to regular scooping, scraping and sweeping segrapartIIIextra Peconic Recycling&Transfer M Cutchogue Environmental Planning Review NP&V No.06279 ATTACHMENT B SECTION 2.0 - 5.0 SOLID WASTE TRANSFER AND RECYCLABLES HANDLING AND RECOVERY FACILITY OPERATIONS Page 10 0 SECTION 2.0 SOLID WASTE TRANSFER AND RECYCLABLES HANDLING AND RECOVERY FACILITY OPERATIONS 2. 1 GENERAL This section outlines the daily operating procedures that will be used at the solid waste transfer and recyclables handling and recovery facility. 2.2 AUTHORIZED WASTE The facility will accept municipal solid waste as defined in 6 NYCRR Part 360-1.2(b)(106)and commingled recyclables as defined in 6 NYCRR Part 360-1.2(b)(130)resulting from commercial collection activities performed by Mattituck Sanitation and other waste collection companies. 2.3 HOURS OF OPERATION The facility will receive wastes between the hours of 7:00 a.m.to 7:00 p.m.Monday through Saturday. 2.4 SOLID WASTE TRANSFER AND RECYCLABLES HANDLING AND RECOVERY FACILITY OPERATIONS 2.4.1 DAILY FACHSTY STARTUP Daily operations at the facility will be initiated with an inspection of the facility to insure the effectiveness of the daily cleanup performed at the end of the previous day. This inspection will insure that all recovered recyclables(uncontaminated cardboard,ferrous and nonferrous metals,paper products,and plastic)and municipal solid waste have been removed from the MSW unloading area,MSW tipping and sorting area,and loading area to their designated storage areas and if the daily cleanup has been effectively completed. If the daily cleanup has not been completed or recovered recyclables and residual municipal solid waste have not been placed in their designated storage areas,the effected area will be recleaned and the recovered recyclables and municipal solid waste will be removed to their designated storage areas prior to the commencement of operations for the day. In addition,this inspection will insure that no unauthorized or hazardous waste was illegally disposed at the facility after hours. Should an unauthorized or hazardous waste be encountered during this inspection,it will be treated in accordance with the requirements of the Waste Control Plan. 1 After the completion of the site inspection,the on-site equipment will be inspected for operating hazards such as under inflated tires, s or frayed cables or wires,and other safety hazards. After this inspection,the on-site equipment will a fueled,started,and positioned for operation. The odor control system will be activated by turning on the Air-Reaxtor,Inc.Fogmaster Mirco-Jet Dnun Service Units. After the completion of the equipment startup,gate number one will be opened to allow entry into the site and doors numbered one through four will be opened to allow entry into the facility. 2.4.2 MUNICIPAL SOLID WASTE AND COMKMGELD RECYCLABLES DELIVERY The municipal solid waste and commingled recyclables will be delivered to the facility in various size delivery trucks from commercial collection activities performed by Mattituck Sanitation and other waste collection companies.On average,the facility will receive twenty(20)truckloads daily or two hundred forty (240)tons per day. Upon arrival at the facility and prior to entering the MSW unloading area,the delivery truck will enter the site from Commerce Drive through gate number one and will drive onto truck scale number two to be weighed. While the delivery truck is on the truck scale,the driver will report to the office with the load manifest(ticket)to obtain load approval. The dispatcher will then enter the load manifest(ticket)into the daily log.A copy of the daily log sheet is contained in Appendix E.This entry will include the name of the contractor delivering the municipal solid waste and commingled recyclables to the facility,the source of the municipal solid waste and commingled recyclables,the vehicle registration number,the loaded vehicle weight,and the size and type of the delivery truck. After the daily log entry is completed and the load approval granted,the delivery truck will proceed to doors numbered two or three. Once at doors numbered two or three,the delivery truck will back through either door onto the MSW unloading area slab. Once the delivery truck is in position on the MSW unloading area slab,the delivery truck will be ready for unloading as described in Section 2.4.3 below. Waste will be only accepted during the hours of operations contained in Section 2.3 and when the facility operator is present. At all other times,the site will be secured to prevent the unauthorized disposal of waste and public access. 2 2.4.3 MUNICIPAL SOLID WASTE AND COMM NGELD RECYCLABLES UNLOADING 2.4.3.1 INCOMING WASTE INSPECTION Prior to the initiation of unloading operations,the facility manager will screen the incoming load for unauthorized and hazardous waste in accordance with the requirements of the Waste Control Plan.This screening will consist of the facility manager reviewing the source of the municipal solid waste in the inbound load with the driver to insure that the pickup stops at which the waste was collected do not generate unauthorized and hazardous waste under normal operations. Should any unauthorized or hazardous waste be discovered,it will be handled in accordance with the requirements of the Waste Control Plan. Upon completion of the initial screening,the load will be accepted at the facility for disposal and the unloading operations will begin as described in Section 2.4.3.2 below. 2.4.3.2 MUNICIPAL SOLID WASTE AND COMMMGELD RECYCLABLES UNLOADING After the inspection for unauthorized and hazardous wastes has been completed,the delivery truck will be unloaded onto the MSW tipping and sorting area slab. This will be accomplished by tipping the delivery truck and dumping the municipal solid waste and commingled recyclables on the MSW tipping and sorting area slab. After the municipal solid waste and commingled recyclables are tipped onto the MSW tipping area and sorting area slab,the processing of the municipal solid waste and commingled recyclables waste stream will commence as described in of Section 2.4.4 below. 2.4.3.3 DELIVERY VEHICLE EXIT After the delivery truck is unloaded,the delivery truck will exit the MSW unloading area and the facility by driving through either door numbered two or three. After the delivery truck exits the facility,the delivery truck will drive onto truck scale number one and will be weighed again. The dispatcher will then log the weight of the outbound delivery truck into the daily log. This entry will also include the vehicle registration number.At the end of the workday,the inbound and the outbound daily log entries will be compared to determine the quantity,in tons,of the municipal solid waste and commingled recyclables delivered to the facility. After the delivery truck is weighed,it will exit the site onto Commerce Drive through gate number one. 3 2.4.4 MUNICIPAL SOLID WASTE SORTING AND RECYCLABLES RECOVERY OPERATIONS The municipal solid waste and commingled recyclables sorting and recyclables(uncontaminated cardboard,ferrous and nonferrous metals,paper products,and plastic)recovery operations will begin with the spreading of the municipal solid waste and commingled recyclables load on the MSW tipping and sorting area slab with front-end loader to accommodate the manual sorting and picking operations. After the municipal solid waste is spread by the front-end loader,workman trained in the recovery of recyclables will sort through the municipal solid waste and commingled recyclables and remove the recyclables from the waste stream. The recovered recyclables will be placed in their designated forty(40)cubic yard storage container in recyclables storage area number one by a front-end loader for future pickup by roll-off trucks in recyclables storage area number one as described in Section 2.4.5 below.This will be accomplished by scooping the specific recovered recyclable off the MSW tipping and sorting area slab with the bucket of the front-end loader,maneuvering the front-end loader through the MSW tipping and sorting area,and dumping the bucket containing the specific recovered recyclable into its designated forty(40)cubic yard storage container in recyclables storage area number one. After the municipal solid waste and commingled recycling are sorted for recyclables,a front-end loader will stockpile the residual municipal solid waste in the residual municipal solid waste storage area for future loading into one hundred(100)cubic yard transfer trailer trucks located in the loading area for disposal as described in Section 2.4.6 below. This will be accomplished by scooping the residual municipal solid waste off the MSW tipping and sorting area slab with the bucket of the front-end loader,maneuvering the front-end loader through the MSW tipping and sorting area,and dumping the bucket containing residual municipal solid waste into the residual municipal solid waste storage area. During this manual sorting operation the waste will be checked again for unauthorized and hazardous wastes. Should any unauthorized or hazardous waste be discovered,it will be handled in accordance with the requirements of the Waste Control Plan. 2.4.5 RECOVERED RECYCLABLES LOADING 2.4.5.1 TRANSFER VEHICLE ENTRY In order to remove the recovered recyclables(uncontaminated cardboard,ferrous and nonferrous metals,paper products,and plastic)from the facility,an empty roll-off truck will be utilized.The roll-off truck will enter the site for forty(40)cubic yard container pickup from Commerce Drive through gate number one and will drive onto truck scale number two to be weighed. While the roll-off truck is on the 4 truck scale,the driver will report to the office to obtain the roll-off truck tare weight. The dispatcher will then enter the roll-off truck's tare weight into the daily log.This entry will also include the name of the contractor removing the recovered recyclables from the facility and the roll-off truck's registration number. Once the tare weight is obtained and the daily log entry is completed,the empty roll truck will then proceed to the facility.Once at the facility,the empty roll-off truck will enter the facility through door number one and proceed to recyclables storage area number one to pickup the full forty(40)cubic yard container containing cardboard and paper products,ferrous and nonferrous metals,and plastic. Once the empty roll-off truck is in position in recyclables storage area number one,the full forty(40)cubic yard container will be ready for pickup as described in Section 2.4.5.2 below. 2.4.5.2 RECOVERED RECYCLABLES LOADING The full forty(40)cubic yard container containing recovered recyclables will be picked up from their designated storage area in recyclables storage area number one by the empty roll-off truck. This will be accomplished by aligning the empty roll-off truck with the full container to be picked up from recyclables storage area number one. Once the empty roll-off truck is in position,the roll-off truck will pick up the full container containing recovered recyclables. Once the full container is picked up by the roll-off truck,the roll-off truck with the full container will exit recyclables storage area number one in accordance with Section 2.4.5.3 below after being covered with a tarpaulin. 2.4.5.3 TRANSFER VEHICLE EXIT After the full container containing recovered recyclables is picked up by the roll-off truck,the roll- off truck will exit recyclables storage area number one by driving through the facility and exiting the facility through door number one. After the rolloff truck exits the facility,it will drive onto truck scale number one and will be weighed again. The dispatcher will then log the weight of the outbound vehicle in the daily log. This entry will also include the vehicle registration number,the volume of recovered recyclables,the type of recovered recyclables,and the destination of the recovered recyclables.At the end of each workday,the roll- off truck weights contained in the outbound daily log will be compared against the roll-off truck's tare weight to determine the quantity,in tons,of recovered recyclables recycled by the facility. After the roll-off truck is weighed,it will exit the site onto Commerce Drive through gate number one to deliver recovered recyclables to the secondary recyclers described in Section 2.5.2 below. 5 2.4.6 RESIDUAL MUNICIPAL SOLID WASTE LOADING 2.4.6.1 TRANSFER VEHICLE ENTRY In order to remove the residual municipal solid waste from the facility,a one hundred(100)cubic yard transfer trailer truck will be utilized. The transfer trailer truck will enter the facility for loading from Commerce Drive through gate number one and will drive onto truck scale number two to be weighed. While the transfer trailer truck is on the track scale,the driver will report to the office to obtain the transfer trailer truck's tare weight. The dispatcher will then enter the transfer trailer truck's tare weight into the daily log. This entry will also include the name of the contractor removing the residual municipal solid waste from the facility and the transfer trailer truck's registration number. Once the tare weight is obtained and the daily log entry is completed,the transfer trailer truck will then proceed to the facility. Once at the facility,the transfer trailer truck will back into the facility and the loading area through door number four. Once the transfer trailer truck is in position in the loading area,the transfer trailer truck will be ready for loading as described in Section 2.4.6.2 below. 2.4.6.2 RESIDUAL MIINICIIPAL SOLID WASTE LOADING The residual municipal solid waste will be moved from in residual municipal solid waste storage area to the transfer trailer truck in the loading area by a front-end loader.The front-end loader will deposit the residual municipal solid waste in the bed transfer trailer truck in the loading area. This will be accomplished by scooping the residual municipal solid waste out of the residual municipal waste storage area with the bucket of the front-end loader,maneuvering the front-end loader to loading area,and dumping the bucket containing residual municipal solid waste into the bed of the transfer trailer truck in the loading area. When the transfer trailer truck is completely loaded with residual municipal solid waste,the transfer trailer truck will exit the loading area as described in Section 2.4.6.3 below after being covered with a tarpaulin. 2.4.6.3 TRANSFER VEHICLE EXIT On the completion of the loading of the transfer trailer truck,the transfer trailer truck will exit the loading area and the facility through door number four.After the transfer trailer truck exits the facility,it will drive onto truck scale number one and will be weighed again. The dispatcher will then log the weight of the outbound transfer trailer truck into daily log. This entry will include the vehicle registration number and the destination of the residual municipal solid waste. At the end of the workday,the outbound daily log entries will be compared to the transfer trailer truck's tare weight to determine the quantity,in tons,of the 6 residual municipal solid waste disposed of by the facility. After the transfer trailer truck is weighed,it will exit the site onto Commerce Drive through gate number one to deliver the residual municipal solid waste to the disposal sites described in Section 2.5.1 below. 2.4.7 RESIDUAL MUNICIPAL SOLID WASTE DISPOSAL Residual municipal solid waste generated by the recycling of the commingled recyclables and municipal solid waste stream will be shipped to the waste disposal facilities listed in Table 1 -Authorized Disposal Facilities,Appendix C for disposal. Waste acceptance letters indicating that the waste disposal facilities listed in Table 1 -Authorized Disposal Facilities,Appendix C will accept residual municipal solid waste from Peconic Recycling and Transfer Corp.for disposal at their facilities are also contained in Appendix C. 2.4.8 RECOVERED RECYCLABLES DISPOSAL Recovered recyclables(cardboard,ferrous and nonferrous metals,paper products,and plastic) recovered from the municipal soil waste and commingled recyclables waste stream will be shipped to the secondary recyclers and/or end-users listed in Table 1 -Authorized Disposal Facilities,Appendix C. Waste acceptance letters indicating that the secondary recyclers listed in Table 1 -Authorized Disposal Facilities, Appendix C will accept recovered recyclables from Peconic Recycling and Transfer Corp.for recycling at their facilities are also contained in Appendix C. 2.4.9 DAILY FACILITY CLOSURE Daily operations will cease with the locking of gate number one to prevent unauthorized access to the site. After the gate is locked,all recovered recyclables and residual municipal solid waste will be removed from the MSW tipping and sorting area and will be placed in their designated storage areas.The MSW unloading area,the MSW tipping and sorting area,and the loading area will then be swept clean. After the completion of the facility cleanup,the on-site equipment will be placed in their designated storage area and turned off. The odor control system will be deactivated by turning off the Air-Reaxtor, Inc. Fogmaster Mirco-Jet Drum Service Units. After the removal of on-site equipment and the deactivation of the odor control system,doors numbered one through four will be closed and locked. 7 2.5 TRANSFER PLAN 2.5.1 RESIDUAL MUNICPAL SOLID WASTE The residual municipal solid waste will be shipped in one hundred(100)cubic yard covered trailers to Allied Waste Industries,Inc.'s Carbon Limestone Sanitary Landfill,8100 State Line Road,Poland,Ohio as indicated in Table 1 -Authorized Disposal Facilities,Appendix C. The route the transfer vehicle travels to the sanitary landfill located in Poland,Ohio will be south on Commerce Drive to Corporate Drive,west on Corporate Drive to Depot Lane,south on Depot Lane to Middle Road,west on Middle Road to Sound Avenue,west on Sound Avenue to Northville Turnpike,south on Northville Turnpike to Old Country Road, west on Old Country to the Long Island Expressway,west on the Long Island Expressway to the Clearview Expressway,north on the Clearview Expressway to the Cross Bronx Expressway,west on the Cross Bronx Expressway to Interstate 95,south on Interstate 95 to Interstate 80, west on Interstate 80 to Interstate 680, south on Interstate 680 to Center Road,east on Center Road to State Route 231,south on State Route 231 to State Line Road,south on State Line Road to Allied Waste Industries,Inc.'s 8100 State Line Road sanitary landfill. An alternate residual municipal solid waste disposal facility will be Allied Waste Industries Inc.'s Imperial Sanitary Landfill,Route 980 and Boggs Road,Imperial,Pennsylvania as indicated in Table 1 - Authorized Disposal Facilities,Appendix C. The route the transfer vehicle travels to the sanitary landfill located in Imperial,Pennsylvania will be south on Commerce Drive to Corporate Drive,west on Corporate Drive to Depot Lane,south on Depot Lane to Middle Road,west on Middle Road to Sound Avenue,west on Sound Avenue to Northville Turnpike,south on Northville Turnpike to Old Country Road,west on Old Country to the Long Island Expressway,west on the Long Island Expressway to the Clearview Expressway, north on the Clearview Expressway to the Cross Bronx Expressway,west on the Cross Bronx Expressway to Interstate Route 95, south on Interstate Road 95 to Interstate Route 287,north on Interstate Route 287 to Interstate Route 78,west on Interstate Route 78 to Interstate Route 81,south on Interstate Route 81 to Harrisburg Turnpike,west on the Harrisburg Turnpike to Interstate Route 76,west on Interstate Route 76 to Interstate Route 376,west on Interstate Route 376 to Interstate Route 279,south on Interstate Route 279 to US Route 30,west on US Route 30 to US Route 22,west on US Route 22 to State Route 980,north on State Route 980 to Boggs Road,east on Boggs Road to Allied Waste Industries,Inc.'Route 980 and Boggs Road sanitary landfill. 2.5.2 RECOVERED RECYCLABLES The recovered recyclables will be shipped in forty(40)cubic yard covered containers to PK Metals', 3542 New York State Route 112,Comm,New York facility for recycling as indicated in Table 1 - 8 Authorized Disposal Facilities,Appendix C. The route the transfer vehicle travels to the recycling facility located in Coram,New York will be south on Commerce Drive to Corporate Drive,west on Corporate Drive to Depot Lane,south on Depot Lane to Middle Road,west on Middle Road to Sound Avenue,west on Sound Avenue to Northville Turnpike,south on Northville Turnpike to Old Country Road,west on Old Country to the Long Island Expressway,west on the Long Island Expressway to New York State Route 112,north on New York State Route 112 to PK Metals',3542 New York State Route 112 recycling facility. 2.6 SOLID WASTE STORAGE 2.6.1 MUNICIPAL SOLID WASTE The facility may store unprocessed and processed municipal solid waste for up to seven(7)days. The maximum quantity of municipal solid waste that the facility may store on site at any given time will be two thousand one hundred twenty-four(2,124)cubic yards or one thousand sixty(1,062)tons:two hundred sixty-eight(268)cubic yards or one hundred thirty-four(134)tons in the MSW tipping and sorting area and one thousand eight hundred sixty-six(1,856)cubic yards or nine hundred twenty-eight(928)tons in the residual municipal solid waste storage area. 2.6.2 RECOVERED RECYCLABLES The facility may store non-putrescible recovered recyclables(uncontaminated asphalt pavement, brick and other masonry products,cardboard,concrete,ferrous and nonferrous metals,paper products, plastic,rock,soil,wood,etc.)for up to sixty(60)days. The maximum quantity of recovered recyclables stored at the site will be two hundred eighty(280)cubic yards in two(2)twenty(20)and six(6)forty(40) cubic yard containers in recyclables storage areas numbered one and two. 9 SECTION 3.0 RECYCLABLES HANDLING AND RECOVERY AND CONSTRUCTION AND DEMOLITION DEBRIS PROCESSING FACILITY OPERATIONS 3.1 GENERAL This section outlines the daily operating procedures that will be used at the recyclables handling and recovery and construction and demolition debris processing facility. 3.2 AUTHORIZED WASTE The facility will accept commingled recyclables(uncontaminated cardboard and waste paper products normally contained in the construction and demolition debris waste stream)as defined by 6 NYCRR Part 360-1.2(b)(130)and construction and demolition debris as defined in 6 NYCRR Part 360-1.2(b)(38)and (94)resulting from construction,remodeling,repair,and demolition projects. 3.3 HOURS OF OPERATION The facility will receive commingled recyclables and construction and demolition debris between the hours of 7:00 a.m.to 7:00 p.m.Monday through Saturday. 3.4 RECYCLABLES HANDLING AND RECOVERY AND CONSTRUCTION AND DEMOLITION DEBRIS PROCESSING OPERATIONS 3.4.1 DAILY FACILITY STARTUP Daily operations at the facility will be initiated with an inspection of the facility to insure the effectiveness of the daily cleanup performed at the end of the previous day. This inspection will insure that all recovered recyclables(uncontaminated asphalt pavement,brick and other masonry products,cardboard, concrete,ferrous and non-ferrous metals,paper products,plastic,rock, soil, and wood)and construction and demolition debris residual waste have been removed from the C&D debris unloading area,the C&D debris tipping and sorting area,and the loading area to their designated storage areas and if the daily cleanup has been effectively completed. If the daily cleanup has not been completed or the recovered recyclables and the construction and demolition debris residual waste have not been placed in their designated storage areas,the effected area will be recleaned and the recovered recyclables and construction and demolition debris residual waste will be removed to their designated storage areas prior to the commencement of operations for the day. In addition,this inspection will also insure that no unauthorized or hazardous waste was illegally disposed at 10 the facility after hours. Should an unauthorized or hazardous waste be encountered during this inspection,it will be treated in accordance with the requirements of the Waste Control Plan. After the completion of the site inspection,the on-site equipment will be inspected for operating hazards such as under inflated tires,lose or frayed cables or wires,and other safety hazards. After this inspection,the on-site equipment will be fueled,started,and positioned for operation. Dust control water will be activated by turning on the water at the hose bibs. After the completion of the equipment startup,gate number one will be opened to allow entry into the site and doors numbered five through eight will be opened to allow entry into the facility. 3.4.2 COMMINGLED RECYCLABLES AND CONSTRUCTION AND DEMOLITION DEBRIS DELIVERY The commingled recyclables and construction and demolition debris will be delivered to the facility by roll-off trucks transporting various size containers from construction,remodeling,repair,and demolition projects throughout the Towns of Southold and Riverhead. On average,the facility will receive twenty-four (24)truckloads per day or two hundred forty(240)tons per day with a maximum throughput of four hundred eighty(480)tons per day for the combined facility operations. Upon arrival at the facility and prior to entering the C&D debris unloading area,the rolloff truck will enter the site from Commerce Drive through gate number one and will drive onto truck scale number two. While the roll-off truck is on the truck scale,the driver will report to the office with the load manifest(ticket) to obtain load approval. The dispatcher will enter the load manifest(ticket)into the facility's daily log. A copy of the daily log sheet is contained in Appendix E.This entry will include the name of the contractor delivering the commingled recyclables and construction and demolition debris to the facility,the source of the commingled recyclables and construction and demolition debris,the roll-off truck's registration number,the roll-off truck's loaded weight,and the size of the container being delivered. Once the daily log entry is completed and the load approval granted,the roll-off truck will proceed to doors numbered six or seven. Once at doors numbered six or seven,the roll-off truck will back through either door onto the C&D debris unloading area slab. Once the roll-off truck is in position on the C&D debris unloading area slab,the roll-off truck will be ready for unloading as described in Section 3.4.3 below. Waste will be only accepted during the hours of operations contained in Section 3.3 and when the facility operator is present. At all other times,the site will be secured to prevent the unauthorized disposal of waste and public access. 11 3.4.3 COMMINGLED RECYCLABLES AND CONSTRUCTION AND DEMOLITION DEBRIS UNLOADING 3.4.3.1 INCOMING WASTE INSPECTION Prior to the initiation of unloading operations,the facility personnel will check the incoming load for unauthorized and hazardous waste in accordance with the requirements of the Waste Control Plan.This check will consist of a visual inspection of the load within the container(i.e.checking waste within the container from the side of the container after the tarpaulin has been removed).Should any unauthorized or hazardous waste be discovered,it will be handled in accordance with the requirements of the Waste Control Plan. Upon completion of the initial screening,the load will be accepted at the facility for disposal and the unloading operations will begin as described in Section 2.4.3.2 below. 3.43.2 COMMINGLED RECYCLABLES AND CONSTRUCTION AND DEMOLITION DEBRIS UNLOADING After the inspection for unauthorized and hazardous wastes has been completed,the container will be unloaded onto the C&D debris tipping and sorting area slab. This will be accomplished by tipping the container and dumping the commingled recyclables and construction and demolition debris on the C&D debris tipping and sorting area slab. After the commingled recyclables and construction and demolition debris is tipped onto the C&D debris tipping and sorting area slab,the processing of the commingled recyclables and construction and demolition debris waste stream will commence as described Section 3.4.4 below. 3.4.33 DELIVERY VEHICLE EXIT r., \}... �Op the completion of the unloading of the container,the roll-off truck will exit the C&D debris unloading area and the facility through doors numbered six or seven. After the roll-off truck exits the facility, the roll-off truck will drive onto truck scale number one and will be weighed again. The dispatcher will then log the weight of the outbound roll-off truck inl�Facility's daily log. This entry will also include the roll-off truck's registration number. At the end of the workday,the inbound and the outbound daily log entries will be compared to determine the quantity,in tons,of the commingled recyclables and construction and demolition debris delivered to the facility. After the roll-off truck is weighed,it will exit the site onto Commerce Drive through gate number one. 12 0 3.4.4 COMMINGLED RECYCLABLES AND CONSTRUCTION AND DEMOLITION DEBRIS SORTING AND RECYCLABLES RECOVERY OPERATIONS The commingled recyclables and construction and demolition debris sorting and recyclables recovery operations will begin with the spreading of the load on the C&D debris tipping and sorting area slab by a front-end loader to accommodate the manual sorting and picking operations. After the commingled recyclables and construction and demolition debris waste stream is spread by the front-end loader,workman trained in the recovery of recyclables will sort through the commingled recyclables and construction and demolition debris waste stream and will remove the recyclables(uncontaminated asphalt pavement,brick and other masonry products,cardboard,concrete,ferrous and nonferrous metals,paper products,plastic,rocks, soil,wood,etc.)from the commingled recyclables and construction and demolition debris waste stream with the assistance of a front-end loader. The recovered recyclables will then be placed in the designated twenty (20)or forty(40)cubic yard container in recyclables storage areas numbered one or two by a front-end loader for future pickup by roll-off trucks in recyclables storage areas numbered one or two for recycling as described in Section 3.4.5 below.This will be accomplished by scooping the specific recovered recyclable off the C&D debris tipping and sorting area slab with the bucket of the front-end loader,maneuvering the front- end loader through the C&D debris tipping and sorting area,and dumping the bucket containing the specific recovered recyclable into its designated twenty(20)or forty(40)cubic yard storage container in the recyclables storage areas numbered one or two. After the commingled recyclables and construction and demolition debris waste stream is sorted for recyclables,the construction and demolition debris will be crushed by a front-end loader to significantly reduce its size for transportation. After the construction and demolition debris is crushed by the front-end loader,the construction and demolition debris residual waste will be stockpiled in the construction and demolition debris residual waste storage area by a front-end loader for future loading into one hundred(100) cubic yard transfer trailer trucks located in the loading area for disposal as described in Section 3.4.6 below. This will be accomplished by scooping the construction and demolition debris residual waste off the C&D debris tipping and sorting area slab with the bucket of the front-end loader,maneuvering the front-end loader through the C&D debris tipping and sorting area,and dumping the bucket containing the construction and demolition debris residual waste into the construction and demolition debris residual waste storage area. During this manual sorting operation the waste will be checked again for unauthorized and hazardous wastes. Should any unauthorized or hazardous waste be discovered,it will be handled in accordance with the requirements of the Waste Control Plan. 13 3.4.5 RECOVERED RECYCLABLES LOADING 3.4.5.1 TRANSFER VEHICLE ENTRY In order to remove the recovered recyclables(uncontaminated asphalt pavement,brick and other masonry products,cardboard,concrete,ferrous and nonferrous metals,paper products,plastics,rock,soil,and wood)from the facility,an empty rolloff truck will be utilized.The roll-off truck will enter the site for twenty(20)and forty(40)cubic yard container pickup from Commerce Drive through gate number one and will drive onto truck scale number two to be weighed. While the roll-off truck is on the truck scale,the driver will report to the office to obtain the roll-off truck tare weight. The dispatcher will then enter the roll-off truck's tare weight into the daily log.This entry will also include the name of the contractor removing the recovered recyclables from the facility and the roll-off truck's registration number. Once the tare weight is obtained and the daily log entry is completed,the empty roll truck will then proceed to the facility.Once at the facility,the empty roll-off truck will enter the facility through door number one and proceed to recyclables storage area number one to pickup the full forty(40)cubic yard containers containing cardboard and paper products,ferrous and nonferrous metals,and plastic or through door number eight and proceed to recyclables storage area number two to pickup the full twenty(20)and forty(40)cubic yard containers containing uncontaminated asphalt pavement,brick and other masonry products,concrete,and wood. Once the empty roll-off truck is in position in recyclables storage areas numbered one or two,the full twenty(20)or forty(40)cubic yard containers will be ready for pickup as described in Section 3.4.5.2 below. 3.4.5.2 RECOVERED RECYCLABLES LOADING The ftdl twenty(20)or forty(40)cubic yard containers containing recovered recyclables will be picked up from their designated storage location in recyclables storage areas numbered one or two by the empty rolloff truck. This will be accomplished by aligning the empty roll-off truck with the full container to be removed from recyclables storage areas numbered one or two. Once the empty roll-off truck is in position, the roll-off truck will pick up the full container containing recovered recyclables. Once the full rolloff container is picked up by the roll-off truck,the roll-off truck with the full container will exit recyclables storage areas numbered one or two in accordance with Section 3.4.5.3 below after being covered with a tarpaulin. 14 3.4.5.3 TRANSFER VEHICLE EXIT After the frill container containing recovered recyclables is picked up by the roll-off truck,the roll- off truck will exit recyclables storage areas numbered one by driving through the facility and exiting the facility through door number one or exit recyclables storage area number two by driving through the facility and exiting the facility through door number eight. After the roll-off truck exits the facility,it will drive onto truck scale number one and will be weighed again. The dispatcher will then log the weight of the outbound vehicle in the daily log.This entry will also include the roll-off truck's registration number,the size of the container,the type of recovered recyclables,and the destination of the recovered recyclables. At the end of each workday,the roll-off truck weights contained in the outbound daily log will be compared against the roll- off truck's tare weight to determine the quantity,in tons,of recovered recyclables recycled by the facility. After the roll-offtruck is weighed,it will exit the site onto Commerce Drive through gate number one to deliver recovered recyclables to the secondary recyclers described in Section 3.5.2 below. 3.4.6 CONSTRUCTION AND DEMOLITION DEBRIS RESIDUAL WASTE LOADING 3.4.6.1 TRANSFER VEHICLE ENTRY In order to remove the construction and demolition debris residual waste from the facility,a one hundred(100)cubic yard transfer trailer will be utilized. The transfer trailer will enter the facility for loading from Commerce Drive through gate number one and drive onto truck scale number two. While the transfer trailer truck is on truck scale number two,the driver will report to the office to obtain the transfer trailer truck's tare weight. The dispatcher will then enter the transfer trailer truck's tare weight into the facility's daily log.This entry will also include the name of the contractor removing the construction and demolition debris residual waste from the facility and the transfer trailer track's registration number. Once the tare weight is obtained and the daily log entry is completed,the transfer trailer truck will then proceed to the facility. Once at the facility,the transfer trailer truck will back into the facility and the loading area through door number five. Once the transfer trailer truck is in position in the loading area,the transfer trailer truck will be ready for loading as described in Section 3.4.6.2 below. 3.4.6.2 CONSTRUCTION AND DEMOLITION DEBRIS RESIDUAL WASTE LOADING The construction and demolition debris residual waste will be moved from the construction and demolition debris residual waste storage area to the one hundred(100)cubic yard transfer hailer truck in the 15 loading area by a front-end loader.The front-end loader will deposit the construction and demolition debris residual waste in the transfer trailer truck in the loading area. This will be accomplished by scooping the construction and demolition debris residual waste out of the construction and demolition debris residual waste storage area with the bucket of the front-end loader,maneuvering the front-end loader to the loading area,and dumping it over the top of the transfer trailer in the loading area. When the transfer trailer truck is completely loaded with the construction and demolition debris residual waste,the transfer trailer track will exit the loading area as described in Section 2.4.6.3 below after being covered with a tarpaulin. 3.4.6.3 TRANSFER VEHICLE EXIT On the completion of the loading of the transfer trailer truck,the transfer trailer truck will exit the loading area and the facility through door number five. After the transfer trailer truck exits the facility,it will drive onto truck scale number one and will be weighed again. The dispatcher will then log the weight of the outbound transfer trailer truck into daily log. This entry will include the transfer trailer truck's registration number and the destination of the construction and demolition debris residual waste. At the end of the workday,the outbound daily log entries will be compared to the transfer trailer truck's tare weight to determine the quantity,in tons,of the construction and demolition debris residual waste disposed of by the facility. After the transfer trailer truck is weighed,it will exit the site onto Commerce Drive through gate number one to deliver the construction and demolition debris residual waste to the disposal sites described in Section 3.5.1 below. 3.4.7 CONSTRUCTION AND DEMOLITION DEBRIS RESIDUAL WASTE DISPOSAL Construction and demolition debris residual waste generated by the recycling of the commingled recyclables and construction and demolition debris waste stream will be shipped to disposal sites listed in Table 1 -Authorized Disposal Facilities,Appendix C for disposal. Waste acceptance letters indicating that the waste disposals facilities listed in Table 1 -Authorized Disposal Facilities,Appendix C will accept construction and demolition debris residual waste from Peconic Recycling and Transfer Corp.for disposal at their facilities are also contained in Appendix C. All shipments of construction and demolition debris residual waste leaving the facility will be accompanied by the New York State Department of Environmental Conservation(NYSDEC)Tracking Document contained in Appendix E. 3.4.8 RECOVERED RECYCLABLES DISPOSAL Recovered recyclables(uncontaminated asphalt pavement,brick and other masonry products, cardboard,concrete,ferrous and nonferrous metals,paper products,plastic,rock,soil,and wood)recovered 16 0 from the commingled recyclables and construction and demolition debris waste stream will be shipped to the secondary recyclers and/or end-users listed in Table 1 -Authorized Disposal Facilities,Appendix C. Waste acceptance letters indicating that the secondary recyclers listed in Table 1 -Authorized Disposal Facilities, Appendix C will accept recovered recyclables from Peconic Recycling and Transfer Corp.for recycling at their facilities are also contained in Appendix C. All shipments of recovered recyclables leaving the facility will be accompanied by the New York State Department of Environmental Conservation Tracking Document contained in Appendix E. 3.4.9 DAILY FACILITY CLOSURE Daily operations will cease with the locking of gate number one to prevent unauthorized access to the site. After the gate is locked,all recovered recyclables,unprocessed construction and demolition debris, and construction and demolition debris residual wastes will be removed from the C&D debris tipping and sorting area and will be placed in their designated storage areas. The C&D debris unloading area,the C&D debris tipping and sorting area,and the loading area will then be swept clean. After the completion of the facility cleanup,the on-site equipment will be placed in their designated storage area and turned off. Dust control water will be deactivated by turning off the water at the hose bibs. After the removal of on-site equipment and the deactivation of dust control system,doors numbered five through eight will be closed and locked. 3.5 TRANSFER PLAN 3.5.1 CONSTRUCTION AND DEMOLITION DEBRIS RESIDUAL WASTE The construction and demolition debris residual waste will be shipped in one hundred(100)cubic yard covered trailers to Allied Waste Industries Inc.'s Carbon Limestone Sanitary Landfill,8100 State Line Road,Poland,Ohio as indicated in Table 1 -Authorized Disposal Facilities,Appendix C. The route the transfer vehicle travels to the sanitary landfill located in Poland,Ohio will be south on Commerce Drive to Corporate Drive,west on Corporate Drive to Depot Lane,south on Depot Lane to Middle Road,west on Middle Road to Sound Avenue,west on Sound Avenue to Northville Turnpike,south on Northville Turnpike to Old Country Road,west on Old Country to the Long Island Expressway,west on the Long Island Expressway to the Clearview Expressway,north on the Clearview Expressway to the Cross Bronx Expressway,west on the Cross Bronx Expressway to Interstate 95,south on Interstate 95 to Interstate 80, west on Interstate 80 to Interstate 680,south on Interstate 680 to Center Road,east on Center Road to State 17 Route 231,south on State Route 231 to State Line Road,south on Sate Line Road to Allied Waste Industries, Inc.'s 8100 State Line Road sanitary landfill. An alternate construction and demolition debris residual waste disposal facility will be Allied Waste Industries,Inc.'s Imperial Sanitary Landfill,Route 980 and Boggs Road,Imperial,Pennsylvania as indicated in Table I -Authorized Disposal Facilities,Appendix C. The route the transfer vehicle travels to the sanitary landfill located in Imperial,Pennsylvania will be south on Commerce Drive to Corporate Drive,west on Corporate Drive to Depot Lane,south on Depot Lane to Middle Road,west on Middle Road to Sound Avenue,west on Sound Avenue to Northville Turnpike,south on Northville Turnpike to Old Country Road, west on Old Country to the Long Island Expressway,west on the Long Island Expressway to the Clearview Expressway,north on the Clearview Expressway to the Cross Bronx Expressway,west on the Cross Bronx Expressway to Interstate Route 95, south on Interstate Road 95 to Interstate Route 287,north on Interstate Route 287 to Interstate Route 78,west on Interstate Route 78 to Interstate Route 81,south on Interstate Route 81 to Harrisburg Turnpike,west on the Harrisburg Turnpike to Interstate Route 76,west on Interstate Route 76 to Interstate Route 376,west on Interstate Route 376 to Interstate Route 279,south on Interstate Route 279 to US Route 30,west on US Route 30 to US Route 22,west on US Route 22 to State Route 980,north on State Route 980 to Boggs Road,east on Boggs Road to Allied Waste Industries Inc.'s Route 980 and Boggs Road sanitary landfill. 3.5.2 RECOVERED RECYCLABLES The recovered recyclables will be shipped in twenty(20)cubic yard covered containers in the case of uncontaminated asphalt pavement,brick and other masonry products,and concrete and forty(40)cubic yard covered containers in the case of cardboard and paper products,ferrous and nonferrous metals,plastic,and wood to PK Metals',3542 New York State Route 112,Coram,New York facility for recycling as indicated in Table 1 -Authorized Disposal Facilities,Appendix C. The route the transfer vehicle travels to the recycling facility located in Coram,New York will be south on Commerce Drive to Corporate Drive,west on Corporate Drive to Depot Lane,south on Depot Lane to Middle Road,west on Middle Road to Sound Avenue,west on Sound Avenue to Northville Turnpike,south on Northville Turnpike to Old Country Road,west on Old Country to the Long Island Expressway,west on the Long Island Expressway to New York State Route 112, north on New York State Route 112 to PK Metals',3542 New York State Route 112 recycling facility. 18 3.6 SOLID WASTE STORAGE 3.6.1 RECOVERED RECYCLABLES The facility may store non-putrescible recovered recyclables(asphalt pavement,brick and other masonry products,cardboard,concrete,ferrous and nonferrous metals,paper products,plastic,rock,soil, wood, etc.)for up to sixty(60)days. The maximum quantity of recovered recyclables stored at the site will be two hundred eighty(280)cubic yards in two(2)twenty(20)and six(6)forty(40)cubic yard containers in recyclables storage areas numbered one and two. 3.6.2 CONSTRUCTION AND DEMOLITION DEBRIS The facility may store unprocessed and processed construction and demolition debris for up to thirty(30)days. The maximum quantity of unprocessed and processed construction and demolition debris that the facility may store on site at any given time will be two thousand one hundred twenty-four(2,124) cubic yards or one thousand one hundred eighty(1,180)tons:two hundred sixty-eight(268)cubic yards or one hundred forty-nine(149)tons in the C&D tipping and sorting area and one thousand eight hundred fifty-six(1,856)cubic yards or one thousand thirty-one(1,031)tons in the construction and demolition debris residual waste storage area. SECTION 4.0 STAFFING PLAN The staff positions listed below will be required for the operation of the solid waste transfer, recyclables handling and recovery,and construction and demolition debris processing facility. A. Operations Manager/Emergency Coordinator. Overall responsibility for all aspects of operations. Contact person for government personnel. Authorized to implement contingency plan. Final responsibility for all reporting requirements. B. Dispatcher(1): Operates sixty(60)ton truck scales. Records the weights of vehicles entering and exiting the facility in the Daily Log. Computes the quantity of solid waste received and disposed by the facility. C. Facility Foreman(1): On-site responsibility for all day-today operations of the facility.Direct supervision over all facility personnel. 19 Authorized to implement contingency plan. Participates in the development and implementation of training and safety programs. D. Workman(10): Performs the sorting and transferring of waste. Trained in the monitoring,inspection,and emergency response procedures and safety requirements. E. Equipment Operator(2): Performs loading of waste utilizing the excavator and front-end loader operated at the facility. Trained in operation of the excavator and front-end loaders operated at the facility. Also trained in emergency response procedures and safety requirements. 20 SECTION 5.0 ENVIRONMENTAL CONTROLS The solid waste transfer, recyclables handling and recovery, and construction and demolition processing facility will implement the following environmental controls to insure that the facility operations do not poseVa threat to the environment. 5.1 SOLID WASTE TRANSFER AND RECYCLABLES HANDLING AND RECOVERY FACILITY OPERATIONS 5.1.1 NOISE CONTROL Although the adjacent properties are used for industrial purposes,the noise levels produced by the facility operations will not exceed the urban Lq.energy equivalent ambient sound level limits outside the property line because the noise levels will be controlled by conducting the waste processing operations within the recycling building to be constructed on the site. In addition,it should be noted that the only major noise sources within the facility will be the delivery trucks,the excavator,the front-end loader,the roll-off trucks, and the transfer trailer trucks. The delivery trucks,the excavator,front-end loader,the roll- off trucks,and the transfer trailer trucks will be equipped with mufflers in accordance with the motor vehicle regulations.Therefore,the noise levels generated by this equipment will be similar to the noise levels generated by the truck traffic on the surrounding roadways. 5.1.2 DUST CONTROL The waste processing operations do not generate dust due to the nature of the municipal solid waste and commingled recyclables waste stream.However, if dust is encountered within the facility,it will be controlled by conducting the waste processing operations within the recycling building to be constructed on the site. In addition,dust will also be controlled by water spraying if the recycling building proves to be ineffective in controlling the small quantities of dust that may be encountered at the MSW unloading area,the MSW tipping and sorting area,the residual municipal solid waste storage area,and the loading area.Hose bibs and hoses will be provided throughout the recycling building for dust control proposes. 5.2.3 ODOR CONTROL The facility operations may generate offensive odors due to the nature of the municipal solid waste and commingled recyclables waste stream. The offensive odors will be controlled by conducting the waste processing operations within the recycling building to be constructed on the site. In addition,the offensive 21 odors will also be controlled by the Air-Reaxtor Inc.Fogmaster Mirco-Jet Drum Service Unit if the recycling building proves to be ineffective in controlling the offensive odors that may be encountered at the MSW unloading area,the MSW tipping and sorting area,and the residual municipal solid waste storage area,and the loading area. The Air-Reaxtor,Inc.Fogmaster Mirco-Jet Drum Service Unit sprays Air-Reaxtor,Inc.OWD Organic Waste and Decomposition Odor Counteractant. 5.1.4 VECTOR CONTROL The characteristics of the municipal solid waste and commingled recyclables waste stream may produce vectors within the facility and at the site. Vectors will be controlled by extermination. 5.1.5 FACILITY CLEANUP The facility clean up will occur at the end of each workday. The facility clean up will be initiated with the removal of recovered recyclables(uncontaminated cardboard,ferrous and nonferrous metals,paper products,and plastic)from the MSW tipping and sorting area. The recovered recyclables will be placed in their designated storage areas. After the removal of the recovered recyclables has been completed,the residual municipal solid waste resulting from the waste processing and recyclables recovery operations will be stockpiled in the residual municipal solid waste storage area. After the stockpiling of residual municipal solid waste has been completed,the MSW unloading area,the MSW tipping and sorting area,and the loading area will be swept clean. 5.1.6 SANITARY FACILITIES The required water cooler,employee lockers,and toilet facilities of sanitary layout and construction, adequate in number for the personnel at the facility will be located in the two thousand two hundred ten (2,210)square foot office building to be constructed on the site. The wastewater generated by the sanitary facilities contained in the office building will be discharged to the onsite sanitary system consisting of a three thousand(3,000)gallon septic tank and three(3)ten(10)foot diameter by ten(10)foot effective depth sanitary leaching pools. 5.1.7 WATER SUPPLY Drinking water will be provided in accordance with the Suffolk County Sanitary Code. Water will be supplied to the facility by the Suffolk County Water Authority from its water main in Commerce Drive. The required water cooler will be located in the two thousand two hundred ten(2,210)square foot office 22 building to be constructed on the site. Vacuum breakers will be supplied on all hose bibs in compliance with the applicable provisions of Suffolk County Sanitary Code. 5.1.8 CONFINEMENT OF SOLID WASTE Solid waste such as liter(blowing paper)will be confined to the site by locating the MSW unloading area,the MSW tipping and sorting area,the residual municipal solid waste storage area,and the loading area within the recycling building to be constructed on the site.Additional confinement will be provided by the eight(8)high chain link fence that will be constructed around the property. Confinement of dirt that may adhere to the wheels of the vehicles exiting the facility will be provided by paving the site with gravel pavement. 5.1.9 CONTROL OF LEACHATE Leachate will be controlled by vacuuming it up with a wet/dry vacuum,drumming the recovered liquid,and properly disposing the drums. Prior to disposal,the drums will be sampled for laboratory analysis to classify the leachate for disposal. The recovered liquid sample will be analyzed by a New York State Department of Health(NYSDOH)approved laboratory for waste disposal parameters(i.e.TCLP RCRA Inorganic Compounds,Flashpoint,Reactivity,Corrosivity,and pH). Once the waste disposal classification has been determined,the appropriate licensed waste hauler,identified in Table 4-Waste Transporters, Appendix B,will remove the drum from the facility or will pump out the drum and dispose the drum/liquid at a permitted disposal facility. Should leachate be suspected of contaminating a portion of the site,the appropriate portions of the subsurface investigation outlined in the Closure Plan will be implemented to determine the extent of the contamination and develop a remedial action plan,if required. 5.1.10 UNUSUAL TRAFFIC CONDITIONS In the event of unusual traffic conditions,accident or traffic congestion,Peconic Recycling and Transfer Corp.will hold all outbound delivery trucks,rolloff trucks,and transfer trailer trucks at the facility. All inbound delivery trucks,rolloff trucks,and transfer trailer trucks controlled by Peconic Recycling and Transfer Corp or Mattituck Sanitation will be contacted by two(2)way radio and will be advised to use alternate routes to the facility or to remain at the last pickup location until the unusual traffic condition subsides. 23 5.2 RECYCLABLES HANDLING AND RECOVERY AND CONSTRUCTION AND DEMOLITION DEBRIS PROCESSING FACILITY OPERATIONS 5.2.1 NOISE CONTROL The recyclable handing and recovery and construction and demolition debris processing facility utilizes the same noise control procedures as the solid waste transfer and recyclable handing and recovery facility. These procedures are delineated in Section 5.1.1 above. 5.2.2 DUST CONTROL The facility operations may generate small quantities of dust.These small quantities of dust will be controlled by conducting the waste processing operations within the recycling building to be constructed on the site.In addition,the small quantities of dust will be also controlled by water spraying if the recycling building proves to be ineffective in controlling the small quantities of dust that may be encountered at the C &D debris unloading area,the C&D debris tipping and sorting area,the construction and demolition debris residual waste storage area,and the loading area.Hose bibs and hoses will be provided throughout the recycling building for dust control proposes. 5.2.3 ODOR CONTROL The facility operations do not generate offensive odors due to the nature of the commingled recyclables and construction and demolition debris waste stream. However,if offensive odors are encountered within the facility,the offensive odors will be controlled by conducting the waste processing operations within the recycling building to be constructed on the site. In addition,the odors will be controlled by the Air-Reaxtor Inc.Fogmaster Mirco-Jet Drum Service Unit if the recycling building proves to be ineffective in controlling the offensive odors that may be encountered at the C&D debris unloading area,the C&D debris tipping and sorting area,the construction and demolition debris residual waste storage area, and the loading area. The Air-Reaxtor,Inc.Fogmaster Mirco-Jet Drum Service Unit sprays Air-Reaxtor, Inc.OWD Organic Waste and Decomposition Odor Counteractant. 5.2.4 VECTOR CONTROL The characteristics of the commingled recyclables and construction and demolition debris waste stream should minimize the presence of vectors within the facility and at the site. However,if encountered, vectors will be controlled by extermination. 24 5.2.5 FACILITY CLEAN UP The facility clean up will occur at the end of each workday.The facility clean up will be initiated with the removal of recovered recyclables(uncontaminated asphalt pavement,brick and other masonry products,cardboard,concrete,ferrous and nonferrous metals,paper products,plastic,rock,soil,and wood) from the C&D debris tipping and sorting area. The recovered recyclables will be placed in their designated storage areas. After the removal of the recovered recyclables has been completed,the construction and demolition debris residual waste resulting from the waste processing and recyclables recovery operations will be stockpiled in construction and demolition debris residual waste storage area. After the stockpiling of the construction and demolition debris residual waste has been completed,the C&D debris unloading area,the C &D debris tipping and sorting area,and the loading area will be swept clean. 5.2.6 SANITARY FACILITIES 5t 1 The recyclable hog and recovery and construction and demolition debris processing facility utilizes the same sanitary facilities as the solid waste transfer and recyclable handing and recovery facility. The sanitary facilities are described in Section 5.1.6 above. 5.2.7 WATER SUPPLY The recyclable hat`ding and recovery and construction and demolition debris processing facility utilizes the same water supply system as the solid waste transfer and recyclable handipg and recovery facility. The water supply system is described in Section 5.1.7 above. 5.2.8 CONFINEMENT OF SOLID WASTE Solid waste such asto (blowing paper)will be confined to the site by locating the C&D debris unloading area,the C&D debris ' ping and sorting area,the construction and demolition debris residual waste storage area,and the loading area within the recycling building to be constructed on the site. Additional confinement will be provided by the eight(8)high chain link fence that will be constructed around the property. Confinement of dirt that may adhere to the wheels of the vehicles exiting the facility will be provided by paving the site with gravel pavement. 25 5.2.9 CONTROL OF LEACHATE The characteristics of the commingled recyclables and construction and demolition debris waste stream should minimize the presence of leachate within the facility.However,if leachate is encountered at the facility,the recyclable ha dt�'fi and recovery and construction and demolition debris processing facility will employ the same leachate control methods as the solid waste transfer and recyclable h intand recovery facility. The leachate control methods are described in Section 5.1.9 above. 5.2.10 UNUSUAL TRAFFIC CONDITIONS The recyclable h� and recovery and construction and demolition debris processing facility utilizes the same procedures for dealing with unusual traffic conditions as the solid waste transfer and recyclable handing and recovery facility. These procedures are delineated in Section 5.1.10 above. 26 M4Y-16-2098 11:46 NELSON AND POPE . 631 425 1257 P.01 (l S tt,,JJ�1� NELSON, POPE & VOOREIIS, LLC ENVM0NWNTAL,PLANWING,CON9MMG (631)427.5665 SM Walt WUMmu 3tasd FAX(631)427-5626 McNWe,NY 11747 TO: Bruno Semon Date: 16-May-08 Town of Southold Planning Dept Re: Peconi c Recycling FAX:765-3136 Job No. 6279 We are sending you Under separate cover X Herewith Pick Up Q By Messenger For Your Review&Comment Approval X An requested X For your ase Bid Submission FED EX Quantity I Dra Title Sheet No. Date 1 copy Attachment A,May 8th Environmental Planning Review Ramarb: '� Per your request f Very truly yours, NELSON,POPE&VOORM%LLC By: Phil Malicki,CEP,AICP MAY-16-2008 11:46 NELSON AND POPE 631 425 1257 P.02 • Peconiaflyegnp&Trandw A Catehopae EnrQonmeatal PhwahN Review NP&V Na 06279 ATTACHMENT A APPLICANT'S RESPONSE TO NELSON, POPE AND VOORHEES [SIC] INQUIRIES ON REPORT DATED APRIL 217 2008 Page 10 M4Y-16-2008 11:46 NELSON AND POPE 631 425 1257 P.03 Peconic Recycling and Transfer Station 560 Commerce Drive,Cutchogne,New York serw 1000-9-2.5 SEQRA—Part III Response to Nelson, Pope and Voorhees inquiries on Report dated April 21,2008 Please See Attached Section 2.0—5.0 Solid Waste Transfer and Recyclables Handling and Recovery Facility Operations Submitted to DEC for detailed Operations and Transportation Information, Additional responses set forth below. P. 3—variances have been obtained from Southold Town Zoning Board of Appeals, Appeal No.6030, for insufficient front yard setback, lot coverage, 8 foot fence height. Front yard setback at 60 feet; rear yard setback at 45 feet; lot coverage 28.5%, fence height at 8 feet. P. 6 Operations Related Inquiries: 1 —Truck engines will not be turned off during loading and unloading,because they need the engines to operate the machinery, and because turning a diesel engine on and off,particularly in cold weather,may cause restart problems and may use more fuel and generate more fumes than leaving them running. Trucks will be instructed to tum off engines, weather permitting, if they are standing for an extended period to load or unload. However,this is not expected to occur given the projected truck volume. Moreover,all loading and unloading will be completely inside the building, so emissions and noise should not create an environmental issue. All trucks meet DOT and other applicable standards for emissions, 2—Truck wash facility is shown as proposed, as this aspect of the project is not yet planned and additional approvals will be required, including those for the containment/recirculation of the wash water. Truck washing will be done off site in the interim. Not all trucks using the facility will be applicant's trucks—the facility will be available to other local carters. 3-Floor plan was previously submitted. 4-Incoming waste stream: a) commercial MSW from local pickups;currently,this material is collected b) C&D from local job sites, Currently,this material is collected on anon call basis c) remaining material after separation will be shipped out: i)MSW to be loaded on a 100 Cubic Ward transfer trailer truck and removed when full or at the end of the day. ii)Recyclables to be shipped out as transport trucks/bins are filled: cement, cardboard,paper, glass, metal, wood, concrete, etc. 5. No plans for future waste types. 6. Dumpster movement into and out of the building will be by truck(roll-off)and MAY-16-2808 11:46 NELSON AND POPE 631 425 1257 P.04 handtruck or retriever Bruck for smaller dumpsters. Roll-offs will pick up dumpster at job sites, unload at this facility, and hopefully return the empty dumpster to a job site; if the dumpster is not needed, it will be unloaded by the rolloff truck on site. 7. MSW limit is 240 tons per day. Current estimate of tonnage is 100 to 157 tons per day, 175 tpd anticipated shortly after startup of facility,with projected increase in fust 10 years of operation. C&D volume is difficult to predict as it is an on demand service. Current estimate of tonnage is 150-200 tons per day, with projected increase in first 10 years of operation. 8 Volume of both types of materials will increase May through October. 9. Trucks operating on site and stored on site: Not all trucks using the facility will be stored on site. Some trucks will be owned by other operators. See answer#19, 10. Operating hours will be in compliance with Town requirements. The operating hours of 7 a.m.to 7 p.m. are proposed. The Town of Southold does not regulate hours of operation of private business. 11. No garbage will be stored for more than 24 hours except recyclables and such other materials as the NYSDEC may allow, 12. Lighting is shown on site plan. Limited security lighting during non-operational hours. 13. If adjoining lot to North is developed, Planning Board will review connection, if any, for internal site circulation. 14. ZBA has granted the variance. 15. Special Permit is the Town Transfer Station Special Permit pursuant to Town Code 233-6. Standards required for obtaining permit will be presented to the Town Board at the hearing,and are included in the application. Facility Related Inquiries: 16. Odor control system—The odor control misting system proposed for the facility is the standard odor treatment system used throughout the industry. These systems have been used at many of the transfer stations on the Island. All of the transfer stations for which applicant's engineer has obtained permits(over twenty-five)in the last fourteen years used this method of odor control. The NYSDEC has accepted this method on all of these Permit Applications. 17. Container storage areas are shown on the floor plan and site plan. MRY-16-2008 11:46 NELSON AND POPE • 631 425 1257 P.05 18. Landscape buffers will be pursuant to Planning Board requirements. Fence will be up to 8 feet in height per ZBA and Planning Board review. Fence will be located inside natural screening. 19. Number of trucks on site at any one time—initially, two to three during business hours. Eventually, potentially four to five. Given this low volume and the size and design of the traffic pattern, it is not anticipated that there will be any issues with room for maneuvering. At the beginning and end of the day, all trucks will be stored on site (approx. 12-15), in the building or the area designated on the site plan. If additional space is needed,trucks will be accommodated off site. No trucks will be parked or stored on the roadways in the subdivision. 20. Exterior lighting will conform to Code requirements and site plan requirements. Community Character Related 21. Distances were submitted to ZBA. See copy of map attached. The view will consist of the top portion of a building which has been reviewed and approved by the Architectural Review Board. The remainder of the view will be screened by the natural vegetation and fencing_ Distances are: Houses in Oregon View Estates subdivision to West—approx. 1100 feet or more: first,they will look through the overhead power lines,then they will see the buildings on the lots facing Depot Lane in the Light Industrially zoned section,and eventually the buildings developed on the Goodwin LIO site facing Depot Lane. Then they will see the top of the applicant's building and the screening as described above. House on Depot Lane(Goodwin)to Northwest—approx. 600 feet: first,they will look through their back yard,which will partially screen the view due to the accessory building and other items in the rear yard. Then they will see the top of the applicant's building and the screening as described above. Houses in Church Lane area to Southeast—approx. 1000 feet and more: first,they will look over the Southold Town Composting Facility pit, and then they will see an attractively designed building surrounded by natural screening. Also within their view, immediately to the South, is the open grinding and yard waste dumping operation. 22. Question answered in No. 21. Traffic Related: 23. Truck traffic routes and projections were previously required. To retain a traffic engineer at this date would be extremely costly to the applicant. Truck traffic is not expected to exceed local truck traffic volume. These trucks are already on the road. 24_ See traffic analysis previously submitted. Additional information: MAY-16-2008 11:46 SON AND POPE • 631 425 1257 P.06 1. Doors will not always be closed during loading and unloading,except as necessary to contain warmth in the building during inclement weather or when the doors are not used. The loading and unloading will be completely inside the building. There are no residences near the doors which would be disturbed by the noise,if any, which emanates outside the building. Open doors are necessary for adequate ventilation and the protection of the workers inside. Also,large doors which are constantly opening and closing could create a safety hazard. To add a warning buzzer would only add to the noise generation and does not seem sensible. Doors which are not in use will be kept closed. Applicant does not anticipate all bays to be in use at all times during operational hours. 2. To clarify the cleaning of the floor, occasional sweeps with a machine similar to a street sweeper will be employed, in addition to regular scooping,scraping and sweeping segrapartIllextra TOTAL P.06 P.O. Box 1179 54375 NYS Route 25 Southold Town Annex Southold Town Southold, NY 11971 Phone: (631) 765-1938 PlanningBoard Fax: (631) 765-3136 E-Mail: planning@southold.org To: Chic Voorhis From: Bruno Semon/Carol Nelson, Pope &Voorhis Fax: 427-5620 Pages: 2 - (including cover) Plane: 427-5665 Date: 5/15/08 Re: Peconic Recycling &Transfer II cc: Urgent For Review Please Comment Please Reply As Requested Following, please find 5/14/08 correspondence from Abigail Wickham, Esq. outlining comments regarding your 5/8/08 Supplement Report which was discussed at the May 12th Planning Board Work Session. r ,MAY-14-2006 13:22 FROM:WICKAM [ SSLER 631 298 8565To653136 P.001/002 aS Law Offices WICKHAM,DRESSLER,GORDON & GPASA,P.C. 13015 Main Road,r.O. Sox 1424 Mattituck,New York 11952 631:298-$353 ' Telefax no. 631-298-8565 Thi§transmission contains information confdenHal and/or legally privileged. it is intended for use only by the parson to whom it is diroetod. If you have received this tclecopy in 0r;orr please notify us by telephone immediately so that we can arrange for the return of the documentx to us at tie cost to you. If you do not teeeive all of the pages indicated, please call as soon ox possible at the number above. To; CL1i�� 'bdc►yLQ. ----Fax #: (�3l "11x5 3l_3to From; o .� ��lC\l _ Date: 1 '. Re: C- C. �� OL, Comments: This is page one of P' S LAW OFFICES L�, WICKHAM, BRESSLER, GORDON & GEASA, P.C. `l 13015 MAIN ROAD, P.O. BOX 1424 WILLIAM WICKHAM(06-02) MAI I I IUCK. LONG ISLAND ERIC J. BRESSLER NEW YORK 11952 275 BROAD HOLLOW ROAD ABIGAIL A.WICKHAM SUITE I I l LYNNE M.GORDON MELVILLE, NEW YORK 11747 JANET GEASA 631-298-8353 ---- TELEFAX NO.631-298-8565 631-249-9480 wwblaw(Q)aol.com TELEFAX NO.631-249-9484 May 14, 2008 Southold Town Planning Board Post Office Box 1179; 53095 Main Road Southold, New York 11971 — Re: Peconic Recycling and Transfer Station, Inc. Commerce Drive, Cutchogue, NY Lot 6, North Fork Industrial Park Ladies/Gentlemen: -•. The applicant's comments to the May 8, 2008 Supplement Report by Nelson, Pope & Voorhis, LLC, as discussed at the work session this past Monday, are as follows: Page 9, Truck Traffic, Item 4. Estimate of 4-5 trucks maximum during operations is correct. Additional trucks to be stored on site when not operating on the road, as per plans. Page 9, Operations, Item 11. Operating hours will generally be early morning to early evening weekdays, limited hours on Saturday. The reference to daylight hours is not correct because during winter months operations will be conducted after dark into the early evening, and perhaps before it is completely light in the mornings. As previously advised, occasional off hours deliveries and departures may occur depending on work flow and traffic considerations for the long haul trucks. Page 9, Operations, Item 12. The tonnage submitted would be a maximum of 240 tons per day MSW, total daily tonnage including C&D of 480 tons. This will correspond with the DEC permit. Thank you for your time in reviewing this matter. Very ruly yours, & At1 Abigail A. Wickham AA Wljt30lshdpbprc � MAY-14-2008 13:22 FROM:WICKAMOSSLER 631 298 8565 T#53136 P.002/002 LAW 00FICES WICKHAM,BRESS.tER, GORDON & OEASA,P.C. 13015 MAIN ROAD, P.O.BOX 1424 WILLIAM WICKHAM(05-02) MATTITUCK,LONG ISLAND ERIC J.BRESSL'ER NEW YORK 11952 275 BROAD HOLLOW ROAD ABIGAIL A.WtCKI IAM SUITE I I I LYNNE M.OOROON MEINII.LB, NEW YORK 11747 .IANET OEASA 631.2984353 ._. TELEFAX NO.631-293-9565 631.149.9480 wwblaw*40l.com rE1.rrAX NO.631-249-9484 May 14; 2008 Southbld Town. Planning Board Post Office Boli 1179; 53095 Main Road Southold, New York 11971 Re; Peconic Recycling and Transfer Station,Inc. Commerce Drive, Cutchogue,NY Lot 6,North Fork Inldiustrial Park Ladies/Gentlemen: The applicant's comments to the May 8, 2008 Supplement Report by Nelson, Pope & Voorhis, LLC, as discussed at the work sessinn this past Monday,are as follows: Page 9, Track Traffic, Item 4. Estimate of 4.5 trucks maximum during operations is correct. Additional trucks to be stored on site when not operating on the road; as per plans. Page 9,Operations, Item 11. Operating hours will generally be early morning to early evening weekdays, limited hours on.Saturday. Tlie ieference to daylight hours is not correct because during winter months operations wilt be clonducted after dark into the early evening, and perhaps before it is completely light in the mornings: As previously advised, occasional off hours deliveries and departures may occur depending on work flow and traffic considerations for the long haul trucks, Page 9, Operations, Item 12. The tonnage subn$ ttcd would be a maximum of 240 tons per day M§W,total daily tonnage including C&D of 406 tons. This will correspond with the DEC permit, Thank,you for your time in reviewing this-matt2r.. .w //y��ouurs V C Lt/tt /"" . Abigail A. Wickham AAW/jr90/shdphprc ENVIRONMENTAL PLANNING REVIEW OF SUPPLEMENTAL INFORMATION ON PROJECT OPERATIONS PECONIC RECYCLING & TRANSFER STATION Prepared for: Town of Southold Planning Board P.O. Box 1179 Southold,New York 11971 Prepared by: Nelson, Pope&Voorhis, LLC 572 Walt Whitman Road Melville,New York 11747 (631)427-5665 Contact: Charles J.Voorhis, CEP, AICP Date: May 8, 2008 PROJECT NAME: Peconic Recycling& Transfer II, Cutchogue PROJECT TYPE: Site Plan Application/Town Board Special Permit LOCATION: 560 Commerce Drive, Cutchogue SCTM: 1000-095-2-5 ZONING DISTRICT: LIO-Light Industrial'f7ffiCe Park OVERLAYS: NA ---- TOTAL PROJECT AREA: 2.75 acres 1.0 INTRODUCTION This document is a consultant report to assist the Planningoard and staff in the review-4 the above-noted project. The site has been inspected by Nelson, e&Voorhis, LLC (NP&y).and the submission materials noted herein have been evaluated., This reporr'l-rtcludes a summary of the site conditions and the proposed project, review of submitted materials, other agency approvals, SEQRA Status, environmental resources and planning considerations, and a review of the applicant's most recent information submissions. This document has been prepared to assist the Planning Board in evaluating the project and issuing a Determination of Significance under SEQRA and rendering an informed decision on the application. This is a supplement to prior reports prepared by NP&V for the Town Planning Board and should be considered in conjunction with those prior reports that are referenced herein. • Peconiecycling&Transfer II,Cutchogue Environmental Planning Review NP&V No.06279 2.0 SITE LOCATION AND DESCRIPTION The project site is located at 560 Commerce Drive, at the north corner of Commerce Drive and Corporate Road, Cutchogue, Town of Southold, County of Suffolk. The 2.75-acre vacant parcel has approximately 320 feet of frontage along Corporate Road and 353 feet along Commerce Drive. The site is generally flat and is entirely covered with low herbaceous plants and shrubs. The site is zoned LIO Light Industrial Planned Office Park, and the area surrounding the site is similarly zoned LIO and LI Light Industrial. A Town composting facility is located east of the site, beyond which are Town solid waste management facilities. The nearest residence is located west of the site fronting Depot Lane; this residence is an existing non-conforming use in an LIO zone. There is a small residential community to the south fronting CR 48 in an area zoned R-40. 3.0 PROPOSED PROJECT The proposed action involves the development of the 2.75-acre site with a 34,200 SF building that will house a recycling and transfer facility (32,000 SF) and associated office space (2,200 SF). Municipal and construction and demolition waste will be sorted in the proposed structure and trucked to appropriate facilities/markets. Materials will be held at the facility for short periods. This is critical to the safe, compatible operation of the facility. The site plan indicates storage areas for various materials including hazardous materials/substances, metals, plastic, cardboard and asphalt, brick and similar materials. The application also indicates solid waste generation in the amount of 4 tons per month. Additionally, the Part 3 EAF indicates that the applicant has agreed to reduce the tonnage to 240 tons per day (tpd) of MSW, and a total of 480 tpd of MSW and C&D material. Part of the information contained in the application package indicates that soil will not be removed from the site. The front yard and truck parking areas will consist of gravel surfaces. Two (2) large scales that will be utilized by entering trucks will be located along the southern property boundary. Twelve (12) truck parking stalls and fourteen (14) car parking stalls are shown on the site plan; however, 25 parking stalls are noted in the EAF and in the site notes on the site plan. Two (2) future curb cuts in the northern property boundary will connect to the adjacent, vacant property located to the north. The site will be accessible via two (2) 40-foot entrance points located along Commerce Drive and Corporate Road. A series of stormwater leaching pools will collect runoff generated by the property. The development will connect to public water provided by the SCWA and a septic system will be provided which will need approval from the SCDHS. The perimeter of the property will be landscaped with evergreens and shrubs to reduce visual impacts to the surrounding areas. 4.0 SITE PLAN SUBMISSION AND SUPPLEMENTAL INFORMATION The Applicant has provided the following forms and information, which comply with the Town's Site Plan Application submission requirements: Page 2 • Peconic`Recycling&Transfer 11,Cutchogue Environmental Planning Review NP&V No.06279 • Site Plan application form • Fee • Long Environmental Assessment Form • Site Plan • Construction Plans/elevations • Supplemental information on tonnage from applicant • Draft contingency plan from applicant • SEQRA Update to the Planning Board(dated November 26,2007) • Part 3 EAF(undated, but received by the lead agency on March 31, 2008) • Applicant's Response to Nelson, Pope and Voorhees [sic] inquiries on Report dated April 21, 2008 (undated, April-May, 2008) • Section 2.0 - 5.0 Solid Waste Transfer and Recyclables Handling and Recovery Facility Operations(undated,April-May 2008) 5.0 OTHER AGENCY APPROVALS • Town Zoning Board of Appeals variances(front yard setback, lot coverage and fence height) • Town Board Special Permit for a Transfer Station(LL#13 of 2007; Chapter 280) • NYSDEC Part 360 Solid Waste Facility(if applicable) • NYSDEC Stormwater Permit((iP-08-01) • SCWA water supply approval • SCDHS commercial sanitary system approval (Article 6) • SCDHS water supply approval (Article 4) 6.0 SEQRA STATUS The Planning Board conducted a coordinated review beginning on September 11, 2007 and assumed lead agency on October 16, 2007. During this process, the Town accepted an Environmental Review Report prepared by Nelson, Pope & Voorhis, LLC (NP&V; dated October 12, 2007) that requested additional information on the project necessary for the Board to determine potential impacts. The applicant provided a response to this request in a document dated November 26, 2007. In turn, NP&V prepared a second Environmental Review Report (dated February 19, 2008) that addressed this new information on the project, and included its Part 2 EAF, which delineated potential impacts and their magnitude. The February 26, 2008 document concluded that, based on the Part 2 EAF, a Part 3 EAF would be needed from the applicant, to address the potential impacts of the proposed project. The applicant then prepared the Part 3 EAF and submitted it to the lead agency on March 26, 2008. In response to this submission, NP&V prepared a third Environmental Review Report dated April 21, 2008, which listed a number of additional information requests. The April 21, 2008 document remains relevant to the environmental review record, and essentially concluded the potential significant adverse environmental impacts were not expected to be significant, pending ,further understanding of the applicants operation. By late April 2008, the applicant had submitted additional materials addressing these latest comments (see attached), to which this fourth Environmental Review Report responds. Page 3 • Pecon0ecycling&Transfer[I,Cutchogue Environmental Planning Review NP&V No.06279 7.0 ENVIRONMENTAL RESOURCES There are no designated tidal wetlands within 5,000 feet of the property; however, there is a designated freshwater wetland (SO-56) located approximately 4,500 feet to the south-southeast of the property. The proposed development is not expected to impact this wetland due to distance and the existing development between the sites. The Suffolk County Soil Survey identifies three (3) soil types on the subject site, which consist of the following: Riverhead sandy loam, 3 to 8% slopes (RdB), Haven Loam, 0-2% slopes (HaA) and Haven Loam, 2-6% slopes (HaB). The topography and soils on the site do not appear to present severe development constraints. Therefore, no significant impact on soils and topography is anticipated. A review of the Suffolk County Water Authority (SCWA) Distribution Maps from 2007 indicates that a 6-inch water main is in the area, beneath Commerce Drive. Using typical SCDHS flow rates for an industrial building of the size proposed, it is estimated that the proposed development will use approximately 1,368 gallons of water per day. The applicant must comply with Article 6 of the Suffolk County Sanitary Code for sanitary density (i.e. permitted flow on a given side parcel) and will also need to demonstrate to the SCDHS that potable water can be supplied to the site. Based on water main maps, it appears as though public water can be accessed. The applicant should contact the SCWA and the Town as necessary to secure public water availability under Article 4 of the Sanitary Code. The elevation of groundwater beneath the subject site is approximately 5 feet above mean sea level (asl) according to the USGS Water Resources Investigation Report 2002. The topographic elevation of the property is approximately 50 feet asl, based on the USGS Topographic Quadrangle for the area. Therefore, the minimum depth to groundwater is approximately 45 feet. The subject property is located just north of the north fork groundwater divide. The majority of the groundwater recharges vertically into the groundwater but, there is a slight horizontal component of flow that is generally toward the north and west. The direction of groundwater flow is expected to be horizontal and to the west towards the Long Island Sound. 8.0 PLANNING CONSIDERATIONS The site is zoned LIO and the use conforms to the allowed uses through a special permit from the Town Board. The site is surrounded by industrial zoning. A Town composting facility is located east of the site, beyond which are Town solid waste management facilities. The nearest residence is located west of the site fronting Depot Lane; this residence is an existing non- conforming use in an LIO zone. There is a small residential community to the south fronting CR 48 in an area zoned R-40. 9.0 REVIEW OF APPLICANT'S SUBMISSIONS Review of the applicant's Part 3 EAF indicated that additional information would be needed to enable the lead agency to fully assess the potential adverse impacts of the proposed project. As a result, the April 21, 2008 Environmental Review Report requested specific information in regard Page 4 • Peconii"ltecycling&Transfer 11,Cutchogue Environmental Planning Review NP&V No.06279 to site operations, facilities and plans. The applicant provided two documents in response (see Attachments A and B). The following matches NP&V's information requests (italicized) with the corresponding applicant responses (non-italicized). The applicant's EAF indicates that variances are necessary; the applicant should indicate what variances, if any, are required. Variances have been obtained from Southold Town Zoning Board of Appeals, Appeal No. 6030, for insufficient front yard setback, lot coverage, 8 foot fence height. Front yard setback at 60 feet; rear yard setback at 45 feet; lot coverage 28.5%, fence height at 8 feet. Operations-Related 1. Confirm that all doors must be closed when loading/unloading trucks. Doors will not always be closed during loading and unloading, except as necessary to contain warmth in the building during inclement weather or when the doors are not used. The loading and unloading will be completely inside the building. There are no residences near the doors which would be disturbed by the noise, if any, which emanates outside the building. Open doors are necessary for adequate ventilation and the protection of the workers inside. Also, large doors which are constantly opening and closing could create a safety hazard. To add a warning buzzer would only add to the noise generation and does not seem sensible. Doors which are not in use will be kept closed. Applicant does not anticipate all bays to be in use at all times during operational hours. Truck engines will not be turned off during loading and unloading, because the engines need to be running to operate the machinery, and because turning a diesel engine on and off, particularly in cold weather,may cause restart problems and may use more fuel and generate more fumes than leaving them running. Trucks will be instructed to turn off engines, weather permitting, if they are standing for an extended period to load or unload. However, this is not expected to occur given the projected truck volume. Moreover, all loading and unloading will be completely inside the building, so emissions and noise should not create an environmental issue. All trucks meet DOT and other applicable standards for emissions. To clarify the cleaning of the floor, occasional sweeps with a machine similar to a street sweeper will be employed, in addition to regular scooping, scraping and sweeping. 2. Is the project dependant upon a future truck wash facility; what justification is there for segmentation of review of this identified future plan? Truck wash facility is shown as proposed, as this aspect of the project is not yet planned and additional approvals will be required, including those for the containment/recirculation of the wash water. Truck washing will be done off site in the interim. Not all trucks using the facility will be applicant's trucks—the facility will be available to other local carters. 3. Include building utilization (floor plan) with the Part 3 EAF. Floor plan was previously submitted. 4. Describe incoming and outgoing waste streams in more detail, in terms of volume,frequency and destination; the current information in this regard is vague. Incoming waste stream: a) commercial MSW from local pickups; currently, this material is collected; b)C&D from local job sites(currently,this material is collected on an on-call basis); c) remaining material after separation will be shipped out: i) MSW to be loaded on a 100 cubic yard transfer trailer truck and removed when full or at the end of the day. Page 5 • Pecon' ecycling&Transfer 11,Cutchogue Environmental Planning Review NP&V No.06279 ii) recyclables to be shipped out as transport trucks/bins are filled with cement, cardboard, paper, glass, metal,wood,concrete, etc. 5. Any there any plans for or capability to accommodate other waste types to be handled in this facility; what future facility plans are anticipated? No plans for future waste types. 6. How will dumpsters be moved within the site (e.g., to/from outdoor storage area intolout of the building, etc.)? Dumpster movement into and out of the building will be by truck (roll-off) and handtruck or retriever truck for smaller dumpsters. Roll-offs will pick up dumpster at job sites, unload at this facility, and hopefully return the empty dumpster to a job site; if the dumpster is not needed, it will be unloaded by the rolloff truck on site. 7. The limits on MSW and C&D debris have been established; what are the projected amounts of MSW and C&D expected? MSW limit is 240 tons per day. Current estimate of tonnage is 100 to 157 tons per day, 175 tpd anticipated shortly after startup of facility, with projected increase in first 10 years of operation. C&D volume is difficult to predict as it is an on demand service. Current estimate of tonnage is 150-200 tons per day,with projected increase in first 10 years of operation. 8. Will/how, would these volumes vary over the year? If possible, provide range and seasonal variation of volumes received. Volume of both types of materials will increase May through October. 9. Idents what trucks will operate on the site; where and how will they be stored? Trucks operating on site and stored on site: Not all trucks using the facility will be stored on site. Some trucks will be owned by other operators. See also answer#19. 10. Do the proposed operating hours, 7 AM to 7 PM, conform to Town Code requirements? Operating hours will be in compliance with Town requirements. The operating hours of 7 a.m. to 7 p.m. are proposed. The Town of Southold does not regulate hours of operation of private business. 11. Confirm that no garbage would be stored overnight (other than recyclables). No garbage will be stored for more than 24 hours except recyclables and such other materials as the NYSDEC may allow. 12. What lighting is proposed and what are the proposed hours for lighting? Lighting is shown on site plan. Limited security lighting during non-operational hours. 13. Conditions/circumstances under which internal roadway connections to the adjacent industrial sites would be installed If adjoining lot to north is developed, Planning Board will review connection, if any, for internal site circulation. 14. Speck the two variances needed, discuss why these variances are needed, and explain how the standards for their approvals are met. ZBA has granted the variance. Page 6 PeconSecycling&Transfer It,Cutchogue Environmental Planning Review NP&V No.06279 15. Provide details on the Special Permit required for the project, and discuss whether/how the project will meet the applicable Town standards. Special Permit is the Town Transfer Station Special Permit pursuant to Town Code 233-6. Standards required for obtaining permit will be presented to the Town Board at the hearing, and are included in the application. Facility-Related 16. Provide information from NYSDEC or a reliable source that the proposed odor-control misting system is effective and is "approved"? Odor control system — The odor control misting system proposed for the facility is the standard odor treatment system used throughout the industry. These systems have been used at many of the transfer stations on the Island. All of the transfer stations for which applicant's engineer has obtained permits (over twenty-five) in the last fourteen years used this method of odor control. The NYSDEC has accepted this method on all of these permit applications. 17. Idents container storage areas. Container storage areas are shown on the floor plan and site plan. 18. Describe landscape buffers and fencing in terms of code conformance and mitigation. Landscape buffers will be pursuant to Planning Board requirements. Fence will be up to 8 feet in height per ZBA and Planning Board review. Fence will be located inside natural screening. 19. Provide estimate of the number of trucks that may be present on the site at any one time; confirm that there is enough acreage on-site to accommodate that number. Could there be any back- up/storage of vehicles at peak times? If so, indicate what actions would be taken to ensure that adjacent roadways are not used for truck parking. Number of trucks on site at any one time — initially, two to three during business hours. Eventually, potentially four to five. Given this low volume and the size and design of the traffic pattern, it is not anticipated that there will be any issues with room for maneuvering. At the beginning and end of the day, all trucks will be stored on site (approx. 12-15), in the building or the area designated on the site plan. If additional space is needed, trucks will be accommodated off site. No trucks will be parked or stored on the roadways in the subdivision. 20. Does the site%xterior lighting conform to Town Code requirements for lighting(if any)? Exterior lighting will conform to Code requirements and site plan requirements. Community Character-Related 21. Estimate the distances to those neighboring residences that have a view of this facility, and describe the view of the site from those locations. Distances were submitted to ZBA. The view will consist of the top portion of a building which has been reviewed and approved by the Architectural Review Board. The remainder of the view will be screened by the natural vegetation and fencing. Distances are: o Houses in Oregon View Estates subdivision to west — approx. 1,100 feet or more: first, they will look through the overhead power lines, then they will see the buildings on the lots facing Depot Lane in the Light Industrially zoned section, and eventually the buildings developed on the Goodwin LIO site facing Depot Lane. Then they will see the top of the applicant's building and the screening as described above. o House on Depot Lane (Goodwin) to northwest — approx. 600 feet: first, they will look through their back yard, which will partially screen the view due to the accessory Page 7 PeconicZfecycling&Transfer It,Cutchogue Environmental Planning Review NP&V No.06279 building and other items in the rear yard. Then they will see the top of the applicant's building and the screening as described above. o Houses in Church Lane area to southeast— approx. 1,000 feet and more: first, they will look over the Southold Town Composting Facility pit, and then they will see an attractively designed building surrounded by natural screening. Also within their view, immediately to the South, is the open grinding and yard waste dumping operation. 22. Describe the proposed structure's appearance from these observation points. Question answered in No. 21. Traffic-Related 23. Assess the potential impacts of truck usage on the local roadways and at the intersection of Corporate Drive/CR 48 in terms of daily facility trip hours and existing road volumes. Truck traffic routes and projections were previously required. To retain a traffic engineer at this date would be extremely costly to the applicant. Truck traffic is not expected to exceed local truck traffic volume. These trucks are already on the road. 24. Confirm the estimated 164 truck trips/day for the project, and that this corresponds to 82 truck trips arriving and 82 truck trips departing. See traffic analysis previously submitted. 10.0 SUMMARY AND CONCLUSION The Planning Board (as well as the Town Board) identified issues in the Part 3 EAF that required further information to enable a proper assessment of the project's potential impacts. The applicant provided that document as well as an additional document which, in combination, describe the proposed project's operations in sufficient detail to enable the Town to now issue a Determination of Significance under SEQRA, and render an informed decision. This document is a supplement to prior reports prepared by NP&V for the Town Planning Board and should be considered in conjunction with those prior reports that are referenced herein. The April 21, 2008 document remains relevant to the environmental review record, and essentially concluded the potential significant adverse environmental impacts were not expected to be significant, pending further understanding of the applicants operation. The requested information has been submitted and is responsive to the Planning Board's request for information. If the Board is in agreement, there are a number of reasons that we believe support the issuance of a Negative Declaration. These are outlined as follows: Regulatory Compliance 1. The project represents a use allowed by Special Permit in the LIO zone, suggesting that this type of use is considered appropriate in this zone if it meets the requirements for such a permit. Based on the information and analyses in the application and Town review documents, the project conforms to the requirements for a Special Permit in the LIO zone. 2. The project will receive and process only material for which it has valid NYSDEC permits, including municipal solid waste and commingled recyclables collected by commercial carters. Page 8 • Peconicltecycling&Transfer 11,Cutchogue Environmental Planning Review NP&V No.06279 Truck Traffic 3. The proposed project will prohibit truck parking on the adjacent roadways, limiting such activity to within the site. 4. The maximum number of trucks that would be present at any one time is expected to be accommodated within the site project, and is estimated to ultimately be 4-5 trucks. 5. It is proposed that trucks would utilize CR 48 to travel north on Commerce Drive to access the site, so that no truck use of Commerce Drive northward to Oregon Road would occur. 6. This project is not intended or designed to increase the number of truck trips in the region for solid waste handling/disposal operations, but to provide a locus for centralized waste disposal and recycling operations, and to reduce the number of truck trips to destinations off the North Fork 7. This proposed project would not generate a significant number of employees Operations 8. The proposed facility will limit all loading & unloading operations to indoors, so that potential impacts to the area from noise, odors, etc. would be minimized 9. All solid wastes delivered to, processed by and stored on the site will be located indoors, so that unsightly and odorous conditions would not occur. 10. The proposed project would maintain the site and structure, particularly the interior, in a clean and orderly manner, which would help minimize adverse visual impacts and vectors. 11. The project will limit operations to weekday and Saturday daylight hours. ?y0 `-k —j12. The proposed facility would limit maximum daily tonnage handled to 240 tons per day. 1 13. All incoming materials will be subject to a full inspection as well as document review before it can d be accepted; these inspections and reviews will be conducted in compliance with applicable NYSDEC standards and procedures, ensuring that no unauthorized or hazardous materials are present. Site/Facility Design 14. The project site is located on a parcel of land within an existing industrial subdivision and is zoned for industrial use. 15. The project site is located on a parcel of land abutting an existing Town solid waste facility. 16. The interior of the proposed structure will include a NYSDEC-accepted misting system to minimize potential impacts from odors&dust generated by loading&unloading operations. 17. The site will include landscaping along the perimeter of the site, to minimize potential adverse visual impacts for off-site observers 18. Proposed site lighting will be limited to building security lights during non-operational periods and limited perimeter lighting; all fixtures will be Town Code-compliant, including "dark-sky" compliance. 19. The perimeter landscape buffer will be Town Code-compliant, and an 8-foot fence will be provided. Visual 20. Analysis indicates that the combination of distance(600 to 1,100 feet for the nearest neighbors) and intervening vegetation, buildings and electric power line towers would combine to effectively reduce potential adverse aesthetic and/or visual impacts. Pending the Planning Boards review and concurrence you may wish to consider the issuance of a Negative Declaration for the reasons noted herein. Thank you for the opportunity to provide you with this information. Page 9 • Peconifcycling&Transfer 11,Cutchogue Environmental Planning Review NP&V No.06279 ATTACHMENT A APPLICANT'S RESPONSE TO NELSON, POPE AND VOORHEES [SIC] INQUIRIES ON REPORT DATED APRIL 219 2008 Page 10 • Peconiecycling&Transfer 11,Cutchogue Environmental Planning Review NP&V No.06279 ATTACHMENT B SECTION 2.0 - 5.0 SOLID WASTE TRANSFER AND RECYCLABLES HANDLING AND RECOVERY FACILITY OPERATIONS Page 11 • Peconiceycling&Transfer 11,Cutchogue Environmental Planning Review NP&V No.06279 ATTACHMENT A APPLICANT'S RESPONSE TO NELSON, POPE AND VOORHEES [SIC] INQUIRIES ON REPORT DATED APRIL 21, 2008 Page 10 • Peconictcycling&Transfer 11,Cutchogue Environmental Planning Review NP&V No.06279 ATTACHMENT B SECTION 2.0 - 5.0 SOLID WASTE TRANSFER AND RECYCLABLES HANDLING AND RECOVERY FACILITY OPERATIONS Page 11 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, May 12, 2008 at 4:30 p.m. 4:30 p.m. Review Public Meeting Agenda 4:45 p.m. Site Plans and Subdivisions Site Plans: The Blue Duck Bakery SCTM#: 1000-63-3-12 Location: 56275 NYS 25 Road in Southold Description: Conversion of an existing building to a bakery in the Hamlet Business Zone. Action: Review revised site plan for changes. Status: Approve the site plan on 12/11/07 and site plan build out is pending final site inspection. Recommendations: Review the revised site plan as submitted for comments. Mattituck Park District Lighting SCTM#: 1000-125-1-6 Location: Aldrich Lane, Mattituck Description: Installation of five (5) replacement lights at the sports recreational facility in Mattituck. Action: Review new site plan application Status: New application Recommendations: Accept application and request revisions. Peconic Transfer Station II SCTM#: 1000-95-2-5 Location: 560 Commerce Drive in Cutchogue Description: New construction of a 32,000 sq. ft. transfer station with a 2,200 sq. ft. office in the LIO Zone. Action: Review NPV report on the additional information submitted for the Part III EAF. Status: In SEQR pending a determination. Recommendations: Accept the NPV report, discuss findings for the SEQR determination, and set a Special Meeting for May 19, 2008 to make the SEQR determination. N & J Management SCTM#: 1000-113-13-1.2 Location: 4735 Westphalia Road in Mattituck Description: New proposed 52,920 sq. ft. greenhouse and existing 95,059 sq. ft. greenhouse with other structures of 3,588 sq. ft., totals 151,567 sq. ft. on a 764,233 sq. ft. parcel in the R- 80 Zone. Action: Review new site plan application received on 4/29/08. Status: New application Recommendations: Accept application, waive certain site plan elements as indicated in the Staff Report and request revisions. Submission Without a Cover Letter Sender: 7ovf,I 1 Q Subject: C o 1° < < r �- ; LV -5 SCTM#: 1000 - Z l 2-7 Date: S � a- I D S Comments: APR-30-2008 15:43 FROM:WICKAMB SLER 631 298 8565 T 653136 P.001/002 Law(ices WICKHAM,BRESSLER, GORDON & GEASA,P.C. 13015 Main Road,P.O. Sox 1424 Mattituck,New York 11952 631-298-8353 Telefax no.631-298-8565 This transmission contains information confidential sAdlor legally privileged. It is intended for use only by the person to whom it is directed. If you have received this telecopy in exmr,please notify us by telephone immediately so Utas we can arrange for the return of the documents to us at no cost to you. If you do not receive all of the pages asindleated, �� please call as soon as possible at the number above. r� I To: 4x' •Z"-- Rfo1 c Y,,e�x Fax From: Q91) 1 W 1 CN wh Date: 3b b Re: A eEMtC CRV )flq( Comments: This is Rage one of nl , RPR-30-2008 15:43 FROM:WICKRM SSLER 631 298 8565 T 3136 P.002/002 a a t,= q 0 e 2 C k6r S rN R " A F r" F V cRd Q P SMC tl � Y. ° I e " %PN 4k Y � k 1 ♦ JYirI r Y g t4 i Semon, Bruno From: wwblaw@aol.com Sent: Tuesday, April 29, 2008 6:15 PM To: Semon, Bruno r / Subject: Peconic Recycling Attachments: SEQRAPartlllextra.doc '7z t SEQRAPartIIIextra. doc(39 KB) a.m. with the istances to the residencno - attached is the es. comment sheet. I will fax you the tax map in the ces. Gail Wickham Plan your next roadtrip with MapQuest.com <http://www.mapquest.com/? ncid=mpgmap00030000000004> : America's #1 Mapping Site. pp1� r� 1 Peconic Recycling and Transfer Station 560 Commerce Drive, Cutchogue, New York SCTM# 1000-9-2-5 SEQRA—Part III Response to Nelson, Pope and Voorhees inquiries on Report dated April 21, 2008 Please See Attached Section 2.0—5.0 Solid Waste Transfer and Recyclables Handling and Recovery Facility Operations submitted to DEC for detailed Operations and Transportation Information. Additional responses set forth below. P. 3 —variances have been obtained from Southold Town Zoning Board of Appeals, Appeal No. 6030, for insufficient front yard setback, lot coverage, 8 foot fence height. Front yard setback at 60 feet; rear yard setback at 45 feet; lot coverage 28.5%, fence height at 8 feet. P. 6 Operations Related Inquiries: 1 —Truck engines will not be turned off during loading and unloading, because they need the engines to operate the machinery, and because turning a diesel engine on and off, particularly in cold weather, may cause restart problems and may use more fuel and generate more fumes than leaving them running. Trucks will be instructed to turn off engines, weather permitting, if they are standing for an extended period to load or unload. However, this is not expected to occur given the projected truck volume. Moreover, all loading and unloading will be completely inside the building, so emissions and noise should not create an environmental issue. All trucks meet DOT and other applicable standards for emissions. 2—Truck wash facility is shown as proposed, as this aspect of the project is not yet planned and additional approvals will be required, including those for the containment/recirculation of the wash water. Truck washing will be done off site in the interim. Not all trucks using the facility will be applicant's trucks—the facility will be available to other local carters. 3-Floor plan was previously submitted. 4-Incoming waste stream: a) commercial MSW from local pickups; currently, this material is collected b) C&D from local job sites. Currently, this material is collected on an on call basis c) remaining material after separation will be shipped out: i) MSW to be loaded on a 100 Cubic Yard transfer trailer truck and removed when full or at the end of the day. ii) Recyclables to be shipped out as transport trucks/bins are filled: cement, cardboard, paper, glass, metal, wood, concrete, etc. 5. No plans for future waste types. 6. Dumpster movement into and out of the building will be by truck (roll-off) and 0 0 handtruck or retriever truck for smaller dumpsters. Roll-offs will pickup dumpster at job sites, unload at this facility, and hopefully return the empty dumpster to a job site; if the dumpster is not needed, it will be unloaded by the rolloff truck on site. 7. MSW limit is 240 tons per day. Current estimate of tonnage is 100 to 157 tons per day, 175 tpd anticipated shortly after startup of facility, with projected increase in first 10 years of operation. C&D volume is difficult to predict as it is an on demand service. Current estimate of tonnage is 150-200 tons per day, with projected increase in first 10 years of operation. 8 Volume of both types of materials will increase May through October. 9. Trucks operating on site and stored on site: Not all trucks using the facility will be stored on site. Some trucks will be owned by other operators. See answer#19. 10. Operating hours will be in compliance with Town requirements. The operating hours of 7 a.m. to 7 p.m. are proposed. The Town of Southold does not regulate hours of operation of private business. 11. No garbage will be stored for more than 24 hours except recyclables and such other materials as the NYSDEC may allow. 12. Lighting is shown on site plan. Limited security lighting during non-operational hours. 13. If adjoining lot to North is developed, Planning Board will review connection, if any, for internal site circulation. 14. ZBA has granted the variance. 15. Special Permit is the Town Transfer Station Special Permit pursuant to Town Code 233-6. Standards required for obtaining permit will be presented to the Town Board at the hearing, and are included in the application. Facility Related Inquiries: 16. Odor control system—The odor control misting system proposed for the facility is the standard odor treatment system used throughout the industry. These systems have been used at many of the transfer stations on the Island. All of the transfer stations for which applicant's engineer has obtained permits (over twenty-five) in the last fourteen years used this method of odor control. The NYSDEC has accepted this method on all of these Permit Applications. 17. Container storage areas are shown on the floor plan and site plan. 18. Landscape buffers will be pursuant to Planning Board requirements. Fence will be up to 8 feet in height per ZBA and Planning Board review. Fence will be located inside natural screening. 19. Number of trucks on site at any one time—initially, two to three during business hours. Eventually, potentially four to five. Given this low volume and the size and design of the traffic pattern, it is not anticipated that there will be any issues with room for maneuvering. At the beginning and end of the day, all trucks will be stored on site (approx. 12-15), in the building or the area designated on the site plan. If additional space is needed, trucks will be accommodated off site. No trucks will be parked or stored on the roadways in the subdivision. 20. Exterior lighting will conform to Code requirements and site plan requirements. Community Character Related 21. Distances were submitted to ZBA. See copy of map attached. The view will consist of the top portion of a building which has been reviewed and approved by the Architectural Review Board. The remainder of the view will be screened by the natural vegetation and fencing. Distances are: Houses in Oregon View Estates subdivision to West—approx. 1100 feet or more: first, they will look through the overhead power lines, then they will see the buildings on the lots facing Depot Lane in the Light Industrially zoned section, and eventually the buildings developed on the Goodwin LIO site facing Depot Lane. Then they will see the top of the applicant's building and the screening as described above. House on Depot Lane (Goodwin) to Northwest—approx. 600 feet: first, they will look through their back yard, which will partially screen the view due to the accessory building and other items in the rear yard. Then they will see the top of the applicant's building and the screening as described above. Houses in Church Lane area to Southeast—approx. 1000 feet and more: first, they will look over the Southold Town Composting Facility pit, and then they will see an attractively designed building surrounded by natural screening. Also within their view, immediately to the South, is the open grinding and yard waste dumping operation. 22. Question answered in No. 21. Traffic Related: 23. Truck traffic routes and projections were previously required. To retain a traffic engineer at this date would be extremely costly to the applicant. Truck traffic is not expected to exceed local truck traffic volume. These trucks are already on the road. 24. See traffic analysis previously submitted. Additional information: 1. Doors will not always be closed during loading and unloading, except as necessary to contain warmth in the building during inclement weather or when the doors are not used. The loading and unloading will be completely inside the building. There are no residences near the doors which would be disturbed by the noise, if any, which emanates outside the building. Open doors are necessary for adequate ventilation and the protection of the workers inside. Also, large doors which are constantly opening and closing could create a safety hazard. To add a warning buzzer would only add to the noise generation and does not seem sensible. Doors which are not in use will be kept closed. Applicant does not anticipate all bays to be in use at all times during operational hours. 2. To clarify the cleaning of the floor, occasional sweeps with a machine similar to a street sweeper will be employed, in addition to regular scooping, scraping and sweeping segrapartIlIextra • r WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, April 28, 2008 at 4:00 p.m. 4:00 p.m. Site Plans and Subdivisions Site Plans: • Peconic Transfer Station SCTM#: 1000-95-2-5 Location: 560 Commerce Drive in Cutchogue Action: Review of NPV report issued on the Part III EAF. Status: In SEQRA Recommendations: PB accept NPV report as submitted and provide the report to the applicant. Attachments: NPV report A-1- A-12 Subdivisions: • Standard Subdivision of John Scott Location: The property is located on the east side of Wells Road and the south side of Main Road, east of Peconic Lane in Peconic. Description: Proposal is to subdivide a 6.5539-acre parcel into three lots where Lot 1 equals 80,000 s.f., Lot 2 equals 80,010 s.f. and Lot 3 equals 82,932 s.f. in the R-80 Zoning District. Action: Request additional information Status: Conditional Sketch Approval ( September 12, 2006) Recommendations: Revise Covenant and Restrictions, Submit Preliminary Plat Application. Attachments: None • Standard Subdivision of Allan and Ellen Wexler Location: The property is located on the s/s/o North Bayview Road, approximately 415 ft. w/o Paradise Point Road, in Southold. Description: This proposal for a standard subdivision is to subdivide a 3.832-acre parcel into two lots where Lot 1 equals 1.916 acres and Lot 2 equals 1.916 acres in the A-C Zoning District. Action: Recommend Conditional Final Approval Status: Conditional Preliminary Approval (October 16, 2007) Recommendations: Amend and File Covenant and Restrictions, Submit $7000.00 Park and playground Fee. For Discussion: Hamlet Stakeholder Implementation Panel - March Status Report Submission Without a Cover Letter Sender: Subject: //��cric /�y✓5 ^T�/� � ,.. SCTM#:/1000 - O i Date: rIze-16 3 Comments: 74 eS 5 Peconic Recycling and Transfer Station 560 Commerce Drive, Cutchogue,New York SCTM# 1000-9-2-5 SEQRA—Part III Response to Nelson, Pope and Voorhees inquiries on Report dated April 21, 2008 Please See Attached Section 2.0— 5.0 Solid Waste Transfer and Recyclables Handling and Recovery Facility Operations submitted to DEC for detailed Operations and Transportation Information. Additional responses set forth below. P. 3 —variances have been obtained from Southold Town Zoning Board of Appeals, Appeal No. 6030, for insufficient front yard setback, lot coverage, 8 foot fence height. Front yard setback at 60 feet; rear yard setback at 45 feet; lot coverage 28.5%, fence height at 8 feet. P. 6 Operations Related Inquiries: 1 —Doors to be closed when loading, unloading trucks. 2 —Truck wash facility is shown as proposed, as this aspect of the project is not yet planned and additional approvals will be required, including those for the containment/recirculation of the wash water. Truck washing will be done off site in the interim. Not all trucks using the facility will be applicant's trucks—the facility will be available to other local carters. 3-Floor plan was previously submitted. 4-Incoming waste stream: a) commercial MSW from local pickups; currently, this material is collected b) C&D from local job sites. Currently, this material is collected on an on call basis c) remaining material after separation will be shipped out: i) MSW to be loaded on a 100 Cubic Yard transfer trailer truck and removed when full or at the end of the day. ii) Recyclables to be shipped out as transport trucks/bins are filled: cement, cardboard, paper, glass, metal, wood, concrete, etc. 5. No plans for future waste types. 6. Dumpster movement into and out of the building will be by truck (roll-off) and handtruck or retriever truck for smaller dumpsters. Roll-offs will pickup dumpster at job sites, unload at this facility, and hopefully return the empty dumpster to a job site; if the dumpster is not needed, it will be unloaded by the rolloff truck on site. 7. MSW limit is 240 tons per day. Current estimate of tonnage is 100 to 157 tons per day, 175 tpd anticipated shortly after startup of facility, with projected increase in first 10 years of operation. C&D volume is difficult to predict as it is an on demand service. Current estimate of tonnage is 150-200 tons per day, with projected increase in first 10 years of operation. 8 Volume of both types of materials will increase May through October. 9. Trucks operating on site and stored on site: 0 0 Not all trucks using the facility will be stored on site. Some trucks will be owned by other operators. 10. Operating hours will be in compliance with Town requirements. 11. No garbage will be stored for more than 24 hours except recyclables and such other materials as the NYSDEC may allow. 12. Lighting is shown on site plan. Limited security lighting during non-operational hours. 13. If adjoining lot to North is developed, Planning Board will review connection, if any, for internal site circulation. 14. ZBA has granted the variance. 15. Special Permit is the Town Transfer Station Special Permit pursuant to Town Code 233-6. Standards required for obtaining permit will be presented to the Town Board at the hearing, and are included in the application. Facility Related Inquiries: 16. Odor control system—The odor control misting system proposed for the facility is the standard odor treatment system used throughout the industry. These systems have been used at many of the transfer stations on the Island. All of the transfer stations for which applicant's engineer has obtained permits (over twenty-five) in the last fourteen years used this method of odor control. The NYSDEC has accepted this method on all of these Permit Applications. 17. Container storage areas are shown on the floor plan and site plan. 18. Landscape buffers will be pursuant to Planning Board requirements. Fence will be up to 8 feet in height per ZBA and Planning Board review. Fence will be located inside natural screening. 19. Number of trucks on site at any one time—initially, two to three during business hours. Eventually, potentially four to five. Given this low volume and the size and design of the traffic pattern, it is not anticipated that there will be any issues with room for maneuvering. At the beginning and end of the day, all trucks will be stored on site (approx. 12), in the building or the area designated on the site plan. If additional space is needed, trucks will be accommodated off site. No trucks will be parked or stored on the roadways in the subdivision. 20. Exterior lighting will conform to Code requirements. Community Character Related 21. Distances were submitted to ZBA. See copy of map attached. The view will consist of the top portion of a building which has been reviewed and approved by the Architectural Review Board. The remainder of the view will be screened by the natural vegetation and fencing. Distances are: Houses in Oregon View Estates subdivision to West—approx. 1100 feet or more: first, they will look through the overhead power lines, then they will see the buildings on the lots facing Depot Lane in the Light Industrially zoned section, and eventually the buildings developed on the Goodwin LIO site facing Depot Lane. Then they will see the top of the applicant's building and the screening as described above. 0 0 House on Depot Lane (Goodwin) to Northwest—approx. 600 feet: first, they will look through their back yard, which will partially screen the view due to the accessory building and other items in the rear yard. Then they will see the top of the applicant's building and the screening as described above. Houses in Church Lane area to Southeast—approx. 1000 feet and more: first, they will look over the Southold Town Composting Facility pit, and then they will see an attractively designed building surrounded by natural screening. Also within their view, immediately to the South, is the open grinding and yard waste dumping operation. 22. Question answered in No. 21. Traffic Related: 23. Truck traffic routes and projections were previously required. To retain a traffic engineer at this date would be extremely costly to the applicant. Truck traffic is not expected to exceed local truck traffic volume. These trucks are already on the road. 24. See traffic analysis previously submitted. segrapartIIlextra 0 0 Peconic Recycling and Transfer Station 560 Commerce Drive, Cutchogue, New York SCTM# 1000-9-2-5 SEQRA—Part III Response to Nelson, Pope and Voorhees inquiries on Report dated April 21, 2008 Please See Attached Section 2.0 — 5.0 Solid Waste Transfer and Recyclables Handling and Recovery Facility Operations submitted to DEC for detailed Operations and Transportation Information. Additional responses set forth below. P. 3 —variances have been obtained from Southold Town Zoning Board of Appeals, Appeal No. 6030, for insufficient front yard setback, lot coverage, 8 foot fence height. Front yard setback at 60 feet; rear yard setback at 45 feet; lot coverage 28.5%, fence height at 8 feet. P. 6 Operations Related Inquiries: 1 —Doors to be closed when loading, unloading trucks. 2—Truck wash facility is shown as proposed, as this aspect of the project is not yet planned and additional approvals will be required, including those for the containment/recirculation of the wash water. Truck washing will be done off site in the interim. Not all trucks using the facility will be applicant's trucks—the facility will be available to other local carters. 3-Floor plan was previously submitted. 4-Incoming waste stream: a) commercial MSW from local pickups; currently, this material is collected b) C&D from local job sites. Currently, this material is collected on an on call basis c) remaining material after separation will be shipped out: i) MSW to be loaded on a 100 Cubic Yard transfer trailer truck and removed when full or at the end of the day. ii) Recyclables to be shipped out as transport trucks/bins are filled: cement, cardboard, paper, glass, metal, wood, concrete, etc. 5. No plans for future waste types. 6. Dumpster movement into and out of the building will be by truck (roll-oft) and handtruck or retriever truck for smaller dumpsters. Roll-offs will pick up dumpster at job sites, unload at this facility, and hopefully return the empty dumpster to a job site; if the dumpster is not needed, it will be unloaded by the rolloff truck on site. 7. MSW limit is 240 tons per day. Current estimate of tonnage is 100 to 157 tons per day, 175 tpd anticipated shortly after startup of facility, with projected increase in first 10 years of operation. C&D volume is difficult to predict as it is an on demand service. Current estimate of tonnage is 150-200 tons per day, with projected increase in first 10 years of operation. 8 Volume of both types of materials will increase May through October. 9. Trucks operating on site and stored on site: Not all trucks using the facility will be stored on site. Some trucks will be owned by other operators. 10. Operating hours will be in compliance with Town requirements. 11. No garbage will be stored for more than 24 hours except recyclables and such other materials as the NYSDEC may allow. 12. Lighting is shown on site plan. Limited security lighting during non-operational hours. 13. If adjoining lot to North is developed, Planning Board will review connection, if any, for internal site circulation. 14. ZBA has granted the variance. 15. Special Permit is the Town Transfer Station Special Permit pursuant to Town Code 233-6. Standards required for obtaining permit will be presented to the Town Board at the hearing, and are included in the application. Facility Related Inquiries: 16. Odor control system—The odor control misting system proposed for the facility is the standard odor treatment system used throughout the industry. These systems have been used at many of the transfer stations on the Island. All of the transfer stations for which applicant's engineer has obtained permits (over twenty-five) in the last fourteen years used this method of odor control. The NYSDEC has accepted this method on all of these Permit Applications. 17. Container storage areas are shown on the floor plan and site plan. 18. Landscape buffers will be pursuant to Planning Board requirements. Fence will be up to 8 feet in height per ZBA and Planning Board review. Fence will be located inside natural screening. 19. Number of trucks on site at any one time—initially, two to three during business hours. Eventually, potentially four to five. Given this low volume and the size and design of the traffic pattern, it is not anticipated that there will be any issues with room for maneuvering. At the beginning and end of the day, all trucks will be stored on site (approx. 12), in the building or the area designated on the site plan. If additional space is needed, trucks will be accommodated off site. No trucks will be parked or stored on the roadways in the subdivision. 20. Exterior lighting will conform to Code requirements. Community Character Related 21. Distances were submitted to ZBA. See copy of map attached. The view will consist of the top portion of a building which has been reviewed and approved by the Architectural Review Board. The remainder of the view will be screened by the natural vegetation and fencing. Distances are: Houses in Oregon View Estates subdivision to West—approx. 1100 feet or more: first, they will look through the overhead power lines, then they will see the buildings on the lots facing Depot Lane in the Light Industrially zoned section, and eventually the buildings developed on the Goodwin LIO site facing Depot Lane. Then they will see the top of the applicant's building and the screening as described above. 0 House on Depot Lane (Goodwin)to Northwest— approx. 600 feet: first, they will look through their back yard, which will partially screen the view due to the accessory building and other items in the rear yard. Then they will see the top of the applicant's building and the screening as described above. Houses in Church Lane area to Southeast—approx. 1000 feet and more: first, they will look over the Southold Town Composting Facility pit, and then they will see an attractively designed building surrounded by natural screening. Also within their view, immediately to the South, is the open grinding and yard waste dumping operation. 22. Question answered in No. 21. Traffic Related: 23. Truck traffic routes and projections were previously required. To retain a traffic engineer at this date would be extremely costly to the applicant. Truck traffic is not expected to exceed local truck traffic volume. These trucks are already on the road. 24. See traffic analysis previously submitted. segrapartIIIextra Peconic Recycling and Transfer Station 560 Commerce Drive, Cutchogue, New York SCTM41000-9-2-5 SEQRA—Part III Response to Nelson, Pope and Voorhees inquiries on Report dated April 21, 2008 Please See Attached Section 2.0—5.0 Solid Waste Transfer and Recyclables Handling and Recovery Facility Operations submitted to DEC for detailed Operations and Transportation Information. Additional responses set forth below. P. 3 —variances have been obtained from Southold Town Zoning Board of Appeals, Appeal No. 6030, for insufficient front yard setback, lot coverage, 8 foot fence height. Front yard setback at 60 feet; rear yard setback at 45 feet; lot coverage 28.5%, fence height at 8 feet. P. 6 Operations Related Inquiries: 1 —Doors to be closed when loading, unloading trucks. 2 —Truck wash facility is shown as proposed, as this aspect of the project is not yet planned and additional approvals will be required, including those for the containment/recirculation of the wash water. Truck washing will be done off site in the interim. Not all trucks using the facility will be applicant's trucks—the facility will be available to other local carters. 3-Floor plan was previously submitted. 4-Incoming waste stream: a) commercial MSW from local pickups; currently, this material is collected b) C&D from local job sites. Currently, this material is collected on an on call basis c) remaining material after separation will be shipped out: i) MSW to be loaded on a 100 Cubic Yard transfer trailer truck and removed when full or at the end of the day. ii) Recyclables to be shipped out as transport trucks/bins are filled: cement, cardboard, paper, glass, metal, wood, concrete, etc. 5. No plans for future waste types. 6. Dumpster movement into and out of the building will be by truck (roll-off) and handtruck or retriever truck for smaller dumpsters. Roll-offs will pick up dumpster at job sites, unload at this facility, and hopefully return the empty dumpster to a job site; if the dumpster is not needed, it will be unloaded by the rolloff truck on site. 7. MSW limit is 240 tons per day. Current estimate of tonnage is 100 to 157 tons per day, 175 tpd anticipated shortly after startup of facility, with projected increase in first 10 years of operation. C&D volume is difficult to predict as it is an on demand service. Current estimate of tonnage is 150-200 tons per day, with projected increase in first 10 years of operation. 8 Volume of both types of materials will increase May through October. 9. Trucks operating on site and stored on site: 0 0 Not all trucks using the facility will be stored on site. Some trucks will be owned by other operators. 10. Operating hours will be in compliance with Town requirements. 11. No garbage will be stored for more than 24 hours except recyclables and such other materials as the NYSDEC may allow. 12. Lighting is shown on site plan. Limited security lighting during non-operational hours. 13. If adjoining lot to North is developed, Planning Board will review connection, if any, for internal site circulation. 14. ZBA has granted the variance. 15. Special Permit is the Town Transfer Station Special Permit pursuant to Town Code 233-6. Standards required for obtaining permit will be presented to the Town Board at the hearing, and are included in the application. Facility Related Inquiries: 16. Odor control system—The odor control misting system proposed for the facility is the standard odor treatment system used throughout the industry. These systems have been used at many of the transfer stations on the Island. All of the transfer stations for which applicant's engineer has obtained permits (over twenty-five) in the last fourteen years used this method of odor control. The NYSDEC has accepted this method on all of these Permit Applications. 17. Container storage areas are shown on the floor plan and site plan. 18. Landscape buffers will be pursuant to Planning Board requirements. Fence will be up to 8 feet in height per ZBA and Planning Board review. Fence will be located inside natural screening. 19. Number of trucks on site at any one time—initially, two to three during business hours. Eventually, potentially four to five. Given this low volume and the size and design of the traffic pattern, it is not anticipated that there will be any issues with room for maneuvering. At the beginning and end of the day, all trucks will be stored on site (approx. 12), in the building or the area designated on the site plan. If additional space is needed, trucks will be accommodated off site. No trucks will be parked or stored on the roadways in the subdivision. 20. Exterior lighting will conform to Code requirements. Community Character Related 21. Distances were submitted to ZBA. See copy of map attached. The view will consist of the top portion of a building which has been reviewed and approved by the Architectural Review Board. The remainder of the view will be screened by the natural vegetation and fencing. Distances are: Houses in Oregon View Estates subdivision to West—approx. 1100 feet or more: first, they will look through the overhead power lines, then they will see the buildings on the lots facing Depot Lane in the Light Industrially zoned section, and eventually the buildings developed on the Goodwin LIO site facing Depot Lane. Then they will see the top of the applicant's building and the screening as described above. 0 0 House on Depot Lane (Goodwin) to Northwest—approx. 600 feet: first, they will look through their back yard, which will partially screen the view due to the accessory building and other items in the rear yard. Then they will see the top of the applicant's building and the screening as described above. Houses in Church Lane area to Southeast—approx. 1000 feet and more: first, they will look over the Southold Town Composting Facility pit, and then they will see an attractively designed building surrounded by natural screening. Also within their view, immediately to the South, is the open grinding and yard waste dumping operation. 22. Question answered in No. 21. Traffic Related: 23. Truck traffic routes and projections were previously required. To retain a traffic engineer at this date would be extremely costly to the applicant. Truck traffic is not expected to exceed local truck traffic volume. These trucks are already on the road. 24. See traffic analysis previously submitted. segrapartIllextra SECTION 2.0 SOLID WASTE TRANSFER AND RECYCLABLES HANDLING AND RECOVERY FACILITY OPERATIONS 2. 1 GENERAL This section outlines the daily operating procedures that will be used at the solid waste transfer and recyclables handling and recovery facility. 2.2 AUTHORIZED WASTE The facility will accept municipal solid waste as defined in 6 NYCRR Part 360-1.2(b)(106)and commingled recyclables as defined in 6 NYCRR Part 360-1.2(b)(130)resulting from commercial collection activities performed by Mattituck Sanitation and other waste collection companies. 2.3 HOURS OF OPERATION The facility will receive wastes between the hours of 7:00 a.in.to 7:00 p.m.Monday through Saturday. 2.4 SOLID WASTE TRANSFER AND RECYCLABLES HANDLING AND RECOVERY FACILITY OPERATIONS 2.4.1 DAILY FACILITY STARTUP Daily operations at the facility will be initiated with an inspection of the facility to insure the effectiveness of the daily cleanup performed at the end of the previous day. This inspection will insure that all recovered recyclables(uncontaminated cardboard,ferrous and nonferrous metals,paper products,and plastic)and municipal solid waste have been removed from the MSW unloading area,MSW tipping and sorting area,and loading area to their designated storage areas and if the daily cleanup has been effectively completed. If the daily cleanup has not been completed or recovered recyclables and residual municipal solid waste have not been placed in their designated storage areas,the effected area will be recleaned and the recovered recyclables and municipal solid waste will be removed to their designated storage areas prior to the commencement of operations for the day. In addition,this inspection will insure that no unauthorized or hazardous waste was illegally disposed at the facility after hours. Should an unauthorized or hazardous waste be encountered during this inspection,it will be treated in accordance with the requirements of the Waste Control Plan. 1 After the completion of the site inspection,the on-site equipment will be inspected for operating hazards such as under inflated tires,lose or frayed cables or wires,and other safety hazards. After this inspection,the on-site equipment will be fueled,started,and positioned for operation. The odor control system will be activated by turning on the Air-Reaxtor, Inc. Fogmaster Mirco-Jet Drum Service Units. After the completion of the equipment startup,gate number one will be opened to allow entry into the site and doors numbered one through four will be opened to allow entry into the facility. 2.4.2 MUNICIPAL SOLID WASTE AND COMMINGELD RECYCLABLES DELIVERY The municipal solid waste and commingled recyclables will be delivered to the facility in various size delivery trucks from commercial collection activities performed by Mattituck Sanitation and other waste collection companies.On average,the facility will receive twenty(20)truckloads daily or two hundred forty (240)tons per day. Upon arrival at the facility and prior to entering the MSW unloading area,the delivery truck will enter the site from Commerce Drive through gate number one and will drive onto truck scale number two to be weighed. While the delivery truck is on the truck scale,the driver will report to the office with the load manifest(ticket)to obtain load approval. The dispatcher will then enter the load manifest(ticket)into the daily log.A copy of the daily log sheet is contained in Appendix E.This entry will include the name of the contractor delivering the municipal solid waste and commingled recyclables to the facility,the source of the municipal solid waste and commingled recyclables,the vehicle registration number,the loaded vehicle weight,and the size and type of the delivery truck. After the daily log entry is completed and the load approval granted,the delivery truck will proceed to doors numbered two or three. Once at doors numbered two or three,the delivery truck will back through either door onto the MSW unloading area slab. Once the delivery truck is in position on the MSW unloading area slab,the delivery truck will be ready for unloading as described in Section 2.4.3 below. Waste will be only accepted during the hours of operations contained in Section 2.3 and when the facility operator is present. At all other times,the site will be secured to prevent the unauthorized disposal of waste and public access. 2 0 0 2.4.3 MUNICIPAL SOLID WASTE AND COMMINGELD RECYCLABLES UNLOADING 2.4.3.1 INCOMING WASTE INSPECTION Prior to the initiation of unloading operations,the facility manager will screen the incoming load for unauthorized and hazardous waste in accordance with the requirements of the Waste Control Plan.This screening will consist of the facility manager reviewing the source of the municipal solid waste in the inbound load with the driver to insure that the pickup stops at which the waste was collected do not generate unauthorized and hazardous waste under normal operations. Should any unauthorized or hazardous waste be discovered,it will be handled in accordance with the requirements of the Waste Control Plan. Upon completion of the initial screening,the load will be accepted at the facility for disposal and the unloading operations will begin as described in Section 2.4.3.2 below. 2.4.3.2 MUNICIPAL SOLID WASTE AND COMMINGELD RECYCLABLES UNLOADING After the inspection for unauthorized and hazardous wastes has been completed,the delivery truck will be unloaded onto the MSW tipping and sorting area slab. This will be accomplished by tipping the delivery truck and dumping the municipal solid waste and commingled recyclables on the MSW tipping and sorting area slab. After the municipal solid waste and commingled recyclables are tipped onto the MSW tipping area and sorting area slab,the processing of the municipal solid waste and commingled recyclables waste stream will commence as described in of Section 2.4.4 below. 2.4.3.3 DELIVERY VEHICLE EXIT After the delivery truck is unloaded,the delivery truck will exit the MSW unloading area and the facility by driving through either door numbered two or three. After the delivery truck exits the facility,the delivery truck will drive onto truck scale number one and will be weighed again. The dispatcher will then log the weight of the outbound delivery truck into the daily log. This entry will also include the vehicle registration number.At the end of the workday,the inbound and the outbound daily log entries will be compared to determine the quantity,in tons,of the municipal solid waste and commingled recyclables delivered to the facility. After the delivery truck is weighed, it will exit the site onto Commerce Drive through gate number one. 3 0 0 2.4.4 MUNICIPAL SOLID WASTE SORTING AND RECYCLABLES RECOVERY OPERATIONS The municipal solid waste and commingled recyclables sorting and recyclables(uncontaminated cardboard,ferrous and nonferrous metals,paper products,and plastic)recovery operations will begin with the spreading of the municipal solid waste and commingled recyclables load on the MSW tipping and sorting area slab with front-end loader to accommodate the manual sorting and picking operations. After the municipal solid waste is spread by the front-end loader,workman trained in the recovery of recyclables will sort through the municipal solid waste and commingled recyclables and remove the recyclables from the waste stream. The recovered recyclables will be placed in their designated forty(40)cubic yard storage container in recyclables storage area number one by a front-end loader for future pickup by roll-off trucks in recyclables storage area number one as described in Section 2.4.5 below.This will be accomplished by scooping the specific recovered recyclable off the MSW tipping and sorting area slab with the bucket of the front-end loader,maneuvering the front-end loader through the MSW tipping and sorting area,and dumping the bucket containing the specific recovered recyclable into its designated forty(40)cubic yard storage container in recyclables storage area number one. After the municipal solid waste and commingled recycling are sorted for recyclables,a front-end loader will stockpile the residual municipal solid waste in the residual municipal solid waste storage area for future loading into one hundred(100)cubic yard transfer trailer trucks located in the loading area for disposal as described in Section 2.4.6 below. This will be accomplished by scooping the residual municipal solid waste off the MSW tipping and sorting area slab with the bucket of the front-end loader,maneuvering the front-end loader through the MSW tipping and sorting area,and dumping the bucket containing residual municipal solid waste into the residual municipal solid waste storage area. During this manual sorting operation the waste will be checked again for unauthorized and hazardous wastes. Should any unauthorized or hazardous waste be discovered,it will be handled in accordance with the requirements of the Waste Control Plan. 2.4.5 RECOVERED RECYCLABLES LOADING 2.4.5.1 TRANSFER VEHICLE ENTRY In order to remove the recovered recyclables(uncontaminated cardboard,ferrous and nonferrous metals,paper products,and plastic)from the facility,an empty roll-off truck will be utilized. The roll-off truck will enter the site for forty(40)cubic yard container pickup from Commerce Drive through gate number one and will drive onto truck scale number two to be weighed. While the roll-off truck is on the 4 truck scale,the driver will report to the office to obtain the roll-off truck tare weight. The dispatcher will then enter the roll-off truck's tare weight into the daily log.This entry will also include the name of the contractor removing the recovered recyclables from the facility and the roll-off truck's registration number. Once the tare weight is obtained and the daily log entry is completed,the empty roll truck will then proceed to the facility. Once at the facility,the empty roll-off truck will enter the facility through door number one and proceed to recyclables storage area number one to pickup the full forty(40)cubic yard container containing cardboard and paper products,ferrous and nonferrous metals,and plastic. Once the empty roll-off truck is in position in recyclables storage area number one,the full forty(40)cubic yard container will be ready for pickup as described in Section 2.4.5.2 below. 2.4.5.2 RECOVERED RECYCLABLES LOADING The full forty(40)cubic yard container containing recovered recyclables will be picked up from their designated storage area in recyclables storage area number one by the empty roll-off truck. This will be accomplished by aligning the empty roll-off truck with the full container to be picked up from recyclables storage area number one. Once the empty roll-off truck is in position,the roll-off truck will pick up the full container containing recovered recyclables. Once the full container is picked up by the roll-off truck,the roll-off truck with the full container will exit recyclables storage area number one in accordance with Section 2.4.5.3 below after being covered with a tarpaulin. 2.4.5.3 TRANSFER VEHICLE EXIT After the full container containing recovered recyclables is picked up by the roll-off truck,the roll- off truck will exit recyclables storage area number one by driving through the facility and exiting the facility through door number one. After the roll-off truck exits the facility,it will drive onto truck scale number one and will be weighed again. The dispatcher will then log the weight of the outbound vehicle in the daily log. This entry will also include the vehicle registration number,the volume of recovered recyclables,the type of recovered recyclables,and the destination of the recovered recyclables.At the end of each workday,the roll- off truck weights contained in the outbound daily log will be compared against the roll-off truck's tare weight to determine the quantity,in tons,of recovered recyclables recycled by the facility. After the roll-off truck is weighed, it will exit the site onto Commerce Drive through gate number one to deliver recovered recyclables to the secondary recyclers described in Section 2.5.2 below. 5 2.4.6 RESIDUAL MUNICIPAL SOLID WASTE LOADING 2.4.6.1 TRANSFER VEHICLE ENTRY In order to remove the residual municipal solid waste from the facility,a one hundred(100)cubic yard transfer trailer truck will be utilized. The transfer trailer truck will enter the facility for loading from Commerce Drive through gate number one and will drive onto truck scale number two to be weighed. While the transfer trailer truck is on the truck scale,the driver will report to the office to obtain the transfer trailer truck's tare weight. The dispatcher will then enter the transfer trailer truck's tare weight into the daily log. This entry will also include the name of the contractor removing the residual municipal solid waste from the facility and the transfer trailer truck's registration number. Once the tare weight is obtained and the daily log entry is completed,the transfer trailer truck will then proceed to the facility. Once at the facility,the transfer trailer truck will back into the facility and the loading area through door number four. Once the transfer trailer truck is in position in the loading area,the transfer trailer truck will be ready for loading as described in Section 2.4.6.2 below. 2.4.6.2 RESIDUAL MUNICIPAL SOLID WASTE LOADING The residual municipal solid waste will be moved from in residual municipal solid waste storage area to the transfer trailer truck in the loading area by a front-end loader.The front-end loader will deposit the residual municipal solid waste in the bed transfer trailer truck in the loading area. This will be accomplished by scooping the residual municipal solid waste out of the residual municipal waste storage area with the bucket of the front-end loader,maneuvering the front-end loader to loading area,and dumping the bucket containing residual municipal solid waste into the bed of the transfer trailer truck in the loading area. When the transfer trailer truck is completely loaded with residual municipal solid waste,the transfer trailer truck will exit the loading area as described in Section 2.4.6.3 below after being covered with a tarpaulin. 2.4.6.3 TRANSFER VEHICLE EXIT On the completion of the loading of the transfer trailer truck,the transfer trailer truck will exit the loading area and the facility through door number four. After the transfer trailer truck exits the facility, it will drive onto truck scale number one and will be weighed again. The dispatcher will then log the weight of the outbound transfer trailer truck into daily log. This entry will include the vehicle registration number and the destination of the residual municipal solid waste. At the end of the workday,the outbound daily log entries will be compared to the transfer trailer truck's tare weight to determine the quantity, in tons, of the 6 residual municipal solid waste disposed of by the facility. After the transfer trailer truck is weighed, it will exit the site onto Commerce Drive through gate number one to deliver the residual municipal solid waste to the disposal sites described in Section 2.5.1 below. 2.4.7 RESIDUAL MUNICIPAL SOLID WASTE DISPOSAL Residual municipal solid waste generated by the recycling of the commingled recyclables and municipal solid waste stream will be shipped to the waste disposal facilities listed in Table I -Authorized Disposal Facilities,Appendix C for disposal. Waste acceptance letters indicating that the waste disposal facilities listed in Table 1 -Authorized Disposal Facilities,Appendix C will accept residual municipal solid waste from Peconic Recycling and Transfer Corp. for disposal at their facilities are also contained in Appendix C. 2.4.8 RECOVERED RECYCLABLES DISPOSAL Recovered recyclables(cardboard,ferrous and nonferrous metals,paper products,and plastic) recovered from the municipal soil waste and commingled recyclables waste stream will be shipped to the secondary recyclers and/or end-users listed in Table 1 -Authorized Disposal Facilities,Appendix C. Waste acceptance letters indicating that the secondary recyclers listed in Table I -Authorized Disposal Facilities, Appendix C will accept recovered recyclables from Peconic Recycling and Transfer Corp.for recycling at their facilities are also contained in Appendix C. 2.4.9 DAILY FACILITY CLOSURE Daily operations will cease with the locking of gate number one to prevent unauthorized access to the site. After the gate is locked,all recovered recyclables and residual municipal solid waste will be removed from the MSW tipping and sorting area and will be placed in their designated storage areas.The MSW unloading area,the MSW tipping and sorting area,and the loading area will then be swept clean. After the completion of the facility cleanup,the on-site equipment will be placed in their designated storage area and turned off. The odor control system will be deactivated by turning off the Air-Reaxtor, Inc. Fogmaster Mirco-Jet Drum Service Units. After the removal of on-site equipment and the deactivation of the odor control system,doors numbered one through four will be closed and locked. 7 2.5 TRANSFER PLAN 2.5.1 RESIDUAL MUNICPAL SOLID WASTE The residual municipal solid waste will be shipped in one hundred(100)cubic yard covered trailers to Allied Waste Industries, Inc.'s Carbon Limestone Sanitary Landfill,8100 State Line Road,Poland,Ohio as indicated in Table I -Authorized Disposal Facilities,Appendix C. The route the transfer vehicle travels to the sanitary landfill located in Poland,Ohio will be south on Commerce Drive to Corporate Drive,west on Corporate Drive to Depot Lane,south on Depot Lane to Middle Road,west on Middle Road to Sound Avenue,west on Sound Avenue to Northville Turnpike,south on Northville Turnpike to Old Country Road, west on Old Country to the Long Island Expressway,west on the Long Island Expressway to the Clearview Expressway,north on the Clearview Expressway to the Cross Bronx Expressway,west on the Cross Bronx Expressway to Interstate 95,south on Interstate 95 to Interstate 80, west on Interstate 80 to Interstate 680, south on Interstate 680 to Center Road,east on Center Road to State Route 231,south on State Route 231 to State Line Road,south on State Line Road to Allied Waste Industries,Inc.'s 8100 State Line Road sanitary landfill. An alternate residual municipal solid waste disposal facility will be Allied Waste Industries Inc.'s Imperial Sanitary Landfill, Route 980 and Boggs Road,Imperial,Pennsylvania as indicated in Table I - Authorized Disposal Facilities,Appendix C. The route the transfer vehicle travels to the sanitary landfill located in Imperial, Pennsylvania will be south on Commerce Drive to Corporate Drive,west on Corporate Drive to Depot Lane,south on Depot Lane to Middle Road,west on Middle Road to Sound Avenue,west on Sound Avenue to Northville Turnpike,south on Northville Turnpike to Old Country Road,west on Old Country to the Long Island Expressway,west on the Long Island Expressway to the Clearview Expressway, north on the Clearview Expressway to the Cross Bronx Expressway,west on the Cross Bronx Expressway to Interstate Route 95, south on Interstate Road 95 to Interstate Route 287,north on Interstate Route 287 to Interstate Route 78,west on Interstate Route 78 to Interstate Route 81,south on Interstate Route 81 to Harrisburg Turnpike,west on the Harrisburg Turnpike to Interstate Route 76,west on Interstate Route 76 to Interstate Route 376,west on Interstate Route 376 to Interstate Route 279,south on Interstate Route 279 to US Route 30,west on US Route 30 to US Route 22,west on US Route 22 to State Route 980,north on State Route 980 to Boggs Road,east on Boggs Road to Allied Waste Industries,Inc.' Route 980 and Boggs Road sanitary landfill. 2.5.2 RECOVERED RECYCLABLES The recovered recyclables will be shipped in forty(40)cubic yard covered containers to PK Metals', 3542 New York State Route 112,Coram,New York facility for recycling as indicated in Table 1 - 8 0 w Authorized Disposal Facilities,Appendix C. The route the transfer vehicle travels to the recycling facility located in Comm,New York will be south on Commerce Drive to Corporate Drive,west on Corporate Drive to Depot Lane,south on Depot Lane to Middle Road,west on Middle Road to Sound Avenue,west on Sound Avenue to Northville Turnpike,south on Northville Turnpike to Old Country Road,west on Old Country to the Long Island Expressway,west on the Long Island Expressway to New York State Route 112,north on New York State Route 112 to PK Metals',3542 New York State Route 112 recycling facility. 2.6 SOLID WASTE STORAGE 2.6.1 MUNICIPAL SOLID WASTE The facility may store unprocessed and processed municipal solid waste for up to seven(7)days. The maximum quantity of municipal solid waste that the facility may store on site at any given time will be two thousand one hundred twenty-four(2,124)cubic yards or one thousand sixty(1,062)tons: two hundred sixty-eight(268)cubic yards or one hundred thirty-four(134)tons in the MSW tipping and sorting area and one thousand eight hundred sixty-six(1,856)cubic yards or nine hundred twenty-eight(928)tons in the residual municipal solid waste storage area. 2.6.2 RECOVERED RECYCLABLES The facility may store non-putrescible recovered recyclables(uncontaminated asphalt pavement, brick and other masonry products,cardboard,concrete,ferrous and nonferrous metals,paper products, plastic,rock, soil,wood,etc.)for up to sixty(60)days. The maximum quantity of recovered recyclables stored at the site will be two hundred eighty(280)cubic yards in two(2)twenty(20)and six(6)forty(40) cubic yard containers in recyclables storage areas numbered one and two. 9 SECTION 3.0 RECYCLABLES HANDLING AND RECOVERY AND CONSTRUCTION AND DEMOLITION DEBRIS PROCESSING FACILITY OPERATIONS 3. 1 GENERAL This section outlines the daily operating procedures that will be used at the recyclables handling and recovery and construction and demolition debris processing facility. 3.2 AUTHORIZED WASTE The facility will accept commingled recyclables(uncontaminated cardboard and waste paper products normally contained in the construction and demolition debris waste stream)as defined by 6 NYCRR Part 360-1.2(b)(130)and construction and demolition debris as defined in 6 NYCRR Part 360-1.2(b)(38)and (94)resulting from construction,remodeling,repair,and demolition projects. 3.3 HOURS OF OPERATION The facility will receive commingled recyclables and construction and demolition debris between the hours of 7:00 a.m.to 7:00 p.m. Monday through Saturday. 3.4 RECYCLABLES HANDLING AND RECOVERY AND CONSTRUCTION AND DEMOLITION DEBRIS PROCESSING OPERATIONS 3.4.1 DAILY FACILITY STARTUP Daily operations at the facility will be initiated with an inspection of the facility to insure the effectiveness of the daily cleanup performed at the end of the previous day. This inspection will insure that all recovered recyclables(uncontaminated asphalt pavement,brick and other masonry products,cardboard, concrete, ferrous and non-ferrous metals,paper products,plastic,rock,soil,and wood)and construction and demolition debris residual waste have been removed from the C&D debris unloading area,the C&D debris tipping and sorting area,and the loading area to their designated storage areas and if the daily cleanup has been effectively completed. If the daily cleanup has not been completed or the recovered recyclables and the construction and demolition debris residual waste have not been placed in their designated storage areas,the effected area will be recleaned and the recovered recyclables and construction and demolition debris residual waste will be removed to their designated storage areas prior to the commencement of operations for the day. In addition,this inspection will also insure that no unauthorized or hazardous waste was illegally disposed at 10 the facility after hours. Should an unauthorized or hazardous waste be encountered during this inspection,it will be treated in accordance with the requirements of the Waste Control Plan. After the completion of the site inspection,the on-site equipment will be inspected for operating hazards such as under inflated tires,lose or frayed cables or wires,and other safety hazards. After this inspection,the on-site equipment will be fueled,started,and positioned for operation. Dust control water will be activated by turning on the water at the hose bibs. After the completion of the equipment startup,gate number one will be opened to allow entry into the site and doors numbered five through eight will be opened to allow entry into the facility. 3.4.2 COMMINGLED RECYCLABLE$AND CONSTRUCTION AND DEMOLITION DEBRIS DELIVERY The commingled recyclables and construction and demolition debris will be delivered to the facility by roll-off trucks transporting various size containers from construction,remodeling,repair,and demolition projects throughout the Towns of Southold and Riverhead. On average,the facility will receive twenty-four (24)truckloads per day or two hundred forty(240)tons per day with a maximum throughput of four hundred eighty(480)tons per day for the combined facility operations. Upon arrival at the facility and prior to entering the C&D debris unloading area,the roll-off truck will enter the site from Commerce Drive through gate number one and will drive onto truck scale number two. While the roll-off truck is on the truck scale,the driver will report to the office with the load manifest(ticket) to obtain load approval. The dispatcher will enter the load manifest(ticket)into the facility's daily log. A copy of the daily log sheet is contained in Appendix E.This entry will include the name of the contractor delivering the commingled recyclables and construction and demolition debris to the facility,the source of the commingled recyclables and construction and demolition debris,the roll-off truck's registration number,the roll-off truck's loaded weight,and the size of the container being delivered. Once the daily log entry is completed and the load approval granted,the roll-off truck will proceed to doors numbered six or seven. Once at doors numbered six or seven,the roll-off truck will back through either door onto the C&D debris unloading area slab. Once the roll-off truck is in position on the C&D debris unloading area slab,the roll-off truck will be ready for unloading as described in Section 3.4.3 below. Waste will be only accepted during the hours of operations contained in Section 3.3 and when the facility operator is present. At all other times,the site will be secured to prevent the unauthorized disposal of waste and public access. 11 • i 3.4.3 COMMINGLED RECYCLABLES AND CONSTRUCTION AND DEMOLITION DEBRIS UNLOADING 3.4.3.1 INCOMING WASTE INSPECTION Prior to the initiation of unloading operations,the facility personnel will check the incoming load for unauthorized and hazardous waste in accordance with the requirements of the Waste Control Plan.This check will consist of a visual inspection of the load within the container(i.e.checking waste within the container from the side of the container after the tarpaulin has been removed). Should any unauthorized or hazardous waste be discovered, it will be handled in accordance with the requirements of the Waste Control Plan. Upon completion of the initial screening,the load will be accepted at the facility for disposal and the unloading operations will begin as described in Section 2.4.3.2 below. 3.4.3.2 COMMINGLED RECYCLABLES AND CONSTRUCTION AND DEMOLITION DEBRIS UNLOADING After the inspection for unauthorized and hazardous wastes has been completed,the container will be unloaded onto the C&D debris tipping and sorting area slab. This will be accomplished by tipping the container and dumping the commingled recyclables and construction and demolition debris on the C&D debris tipping and sorting area slab. After the commingled recyclables and construction and demolition debris is tipped onto the C&D debris tipping and sorting area slab,the processing of the commingled recyclables and construction and demolition debris waste stream will commence as described Section 3.4.4 below. 3.4.3.3 DELIVERY VEHICLE EXIT On the completion of the unloading of the container,the roll-off truck will exit the C&D debris unloading area and the facility through doors numbered six or seven. After the roll-off truck exits the facility, the roll-off truck will drive onto truck scale number one and will be weighed again. The dispatcher will then log the weight of the outbound roll-off truck into facility's daily log. This entry will also include the roll-off truck's registration number. At the end of the workday,the inbound and the outbound daily log entries will be compared to determine the quantity,in tons,of the commingled recyclables and construction and demolition debris delivered to the facility. After the roll-off truck is weighed, it will exit the site onto Commerce Drive through gate number one. 12 3.4.4 COMMINGLED RECYCLABLES AND CONSTRUCTION AND DEMOLITION DEBRIS SORTING AND RECYCLABLES RECOVERY OPERATIONS The commingled recyclables and construction and demolition debris sorting and recyclables recovery operations will begin with the spreading of the load on the C&D debris tipping and sorting area slab by a front-end loader to accommodate the manual sorting and picking operations. After the commingled recyclables and construction and demolition debris waste stream is spread by the front-end loader,workman trained in the recovery of recyclables will sort through the commingled recyclables and construction and demolition debris waste stream and will remove the recyclables(uncontaminated asphalt pavement,brick and other masonry products,cardboard,concrete,ferrous and nonferrous metals,paper products,plastic,rocks, soil,wood,etc.)from the commingled recyclables and construction and demolition debris waste stream with the assistance of a front-end loader. The recovered recyclables will then be placed in the designated twenty (20)or forty(40)cubic yard container in recyclables storage areas numbered one or two by a front-end loader for future pickup by roll-off trucks in recyclables storage areas numbered one or two for recycling as described in Section 3.4.5 below.This will be accomplished by scooping the specific recovered recyclable off the C&D debris tipping and sorting area slab with the bucket of the front-end loader,maneuvering the front- end loader through the C&D debris tipping and sorting area,and dumping the bucket containing the specific recovered recyclable into its designated twenty(20)or forty(40)cubic yard storage container in the recyclables storage areas numbered one or two. After the commingled recyclables and construction and demolition debris waste stream is sorted for recyclables,the construction and demolition debris will be crushed by a front-end loader to significantly reduce its size for transportation. After the construction and demolition debris is crushed by the front-end loader,the construction and demolition debris residual waste will be stockpiled in the construction and demolition debris residual waste storage area by a front-end loader for future loading into one hundred(100) cubic yard transfer trailer trucks located in the loading area for disposal as described in Section 3.4.6 below. This will be accomplished by scooping the construction and demolition debris residual waste off the C&D debris tipping and sorting area slab with the bucket of the front-end loader,maneuvering the front-end loader through the C&D debris tipping and sorting area,and dumping the bucket containing the construction and demolition debris residual waste into the construction and demolition debris residual waste storage area. During this manual sorting operation the waste will be checked again for unauthorized and hazardous wastes. Should any unauthorized or hazardous waste be discovered,it will be handled in accordance with the requirements of the Waste Control Plan. 13 3.4.5 RECOVERED RECYCLABLES LOADING 3.4.5.1 TRANSFER VEHICLE ENTRY In order to remove the recovered recyclables(uncontaminated asphalt pavement,brick and other masonry products,cardboard,concrete,ferrous and nonferrous metals,paper products,plastics,rock,soil,and wood)from the facility,an empty roll-off truck will be utilized.The roll-off truck will enter the site for twenty(20)and forty(40)cubic yard container pickup from Commerce Drive through gate number one and will drive onto truck scale number two to be weighed. While the roll-off truck is on the truck scale,the driver will report to the office to obtain the roll-off truck tare weight. The dispatcher will then enter the roll-off truck's tare weight into the daily log.This entry will also include the name of the contractor removing the recovered recyclables from the facility and the roll-off truck's registration number. Once the tare weight is obtained and the daily log entry is completed,the empty roll truck will then proceed to the facility.Once at the facility,the empty roll-off truck will enter the facility through door number one and proceed to recyclables storage area number one to pickup the full forty(40)cubic yard containers containing cardboard and paper products,ferrous and nonferrous metals,and plastic or through door number eight and proceed to recyclables storage area number two to pickup the full twenty(20)and forty(40)cubic yard containers containing uncontaminated asphalt pavement,brick and other masonry products,concrete,and wood. Once the empty roll-off truck is in position in recyclables storage areas numbered one or two,the full twenty(20)or forty(40)cubic yard containers will be ready for pickup as described in Section 3.4.5.2 below. 3.4.5.2 RECOVERED RECYCLABLES LOADING The full twenty(20)or forty(40)cubic yard containers containing recovered recyclables will be picked up from their designated storage location in recyclables storage areas numbered one or two by the empty roll-off truck. This will be accomplished by aligning the empty roll-off truck with the full container to be removed from recyclables storage areas numbered one or two. Once the empty roll-off truck is in position, the roll-off truck will pick up the full container containing recovered recyclables. Once the full roll-off container is picked up by the roll-off truck,the roll-off truck with the full container will exit recyclables storage areas numbered one or two in accordance with Section 3.4.5.3 below after being covered with a tarpaulin. 14 • 0 3.4.5.3 TRANSFER VEHICLE EXIT After the full container containing recovered recyclables is picked up by the roll-off truck,the roll- off truck will exit recyclables storage areas numbered one by driving through the facility and exiting the facility through door number one or exit recyclables storage area number two by driving through the facility and exiting the facility through door number eight. After the roll-off truck exits the facility, it will drive onto truck scale number one and will be weighed again. The dispatcher will then log the weight of the outbound vehicle in the daily log.This entry will also include the roll-off truck's registration number,the size of the container,the type of recovered recyclables,and the destination of the recovered recyclables. At the end of each workday,the roll-off truck weights contained in the outbound daily log will be compared against the roll- off truck's tare weight to determine the quantity,in tons,of recovered recyclables recycled by the facility. After the roll-off truck is weighed,it will exit the site onto Commerce Drive through gate number one to deliver recovered recyclables to the secondary recyclers described in Section 3.5.2 below. 3.4.6 CONSTRUCTION AND DEMOLITION DEBRIS RESIDUAL WASTE LOADING 3.4.6.1 TRANSFER VEHICLE ENTRY In order to remove the construction and demolition debris residual waste from the facility,a one hundred(100)cubic yard transfer trailer will be utilized. The transfer trailer will enter the facility for loading from Commerce Drive through gate number one and drive onto truck scale number two. While the transfer trailer truck is on truck scale number two,the driver will report to the office to obtain the transfer trailer truck's tare weight. The dispatcher will then enter the transfer trailer truck's tare weight into the facility's daily log.This entry will also include the name of the contractor removing the construction and demolition debris residual waste from the facility and the transfer trailer truck's registration number. Once the tare weight is obtained and the daily log entry is completed,the transfer trailer truck will then proceed to the facility. Once at the facility,the transfer trailer truck will back into the facility and the loading area through door number five. Once the transfer trailer truck is in position in the loading area,the transfer trailer truck will be ready for loading as described in Section 3.4.6.2 below. 3.4.6.2 CONSTRUCTION AND DEMOLITION DEBRIS RESIDUAL WASTE LOADING The construction and demolition debris residual waste will be moved from the construction and demolition debris residual waste storage area to the one hundred(100)cubic yard transfer trailer truck in the 15 0 0 loading area by a front-end loader.The front-end loader will deposit the construction and demolition debris residual waste in the transfer trailer truck in the loading area. This will be accomplished by scooping the construction and demolition debris residual waste out of the construction and demolition debris residual waste storage area with the bucket of the front-end loader,maneuvering the front-end loader to the loading area,and dumping it over the top of the transfer trailer in the loading area. When the transfer trailer truck is completely loaded with the construction and demolition debris residual waste,the transfer trailer truck will exit the loading area as described in Section 2.4.6.3 below after being covered with a tarpaulin. 3.4.6.3 TRANSFER VEHICLE EXIT On the completion of the loading of the transfer trailer truck,the transfer trailer truck will exit the loading area and the facility through door number five. After the transfer trailer truck exits the facility, it will drive onto truck scale number one and will be weighed again. The dispatcher will then log the weight of the outbound transfer trailer truck into daily log. This entry will include the transfer trailer truck's registration number and the destination of the construction and demolition debris residual waste. At the end of the workday,the outbound daily log entries will be compared to the transfer trailer truck's tare weight to determine the quantity,in tons,of the construction and demolition debris residual waste disposed of by the facility. After the transfer trailer truck is weighed,it will exit the site onto Commerce Drive through gate number one to deliver the construction and demolition debris residual waste to the disposal sites described in Section 3.5.1 below. 3.4.7 CONSTRUCTION AND DEMOLITION DEBRIS RESIDUAL WASTE DISPOSAL Construction and demolition debris residual waste generated by the recycling of the commingled recyclables and construction and demolition debris waste stream will be shipped to disposal sites listed in Table 1 -Authorized Disposal Facilities,Appendix C for disposal. Waste acceptance letters indicating that the waste disposals facilities listed in Table 1 -Authorized Disposal Facilities,Appendix C will accept construction and demolition debris residual waste from Peconic Recycling and Transfer Corp. for disposal at their facilities are also contained in Appendix C. All shipments of construction and demolition debris residual waste leaving the facility will be accompanied by the New York State Department of Environmental Conservation(NYSDEC)Tracking Document contained in Appendix E. 3.4.8 RECOVERED RECYCLABLES DISPOSAL Recovered recyclables(uncontaminated asphalt pavement,brick and other masonry products, cardboard,concrete,ferrous and nonferrous metals,paper products,plastic,rock,soil,and wood)recovered 16 from the commingled recyclables and construction and demolition debris waste stream will be shipped to the secondary recyclers and/or end-users listed in Table 1 -Authorized Disposal Facilities,Appendix C. Waste acceptance letters indicating that the secondary recyclers listed in Table I -Authorized Disposal Facilities, Appendix C will accept recovered recyclables from Peconic Recycling and Transfer Corp.for recycling at their facilities are also contained in Appendix C. All shipments of recovered recyclables leaving the facility will be accompanied by the New York State Department of Environmental Conservation Tracking Document contained in Appendix E. 3.4.9 DAILY FACILITY CLOSURE Daily operations will cease with the locking of gate number one to prevent unauthorized access to the site. After the gate is locked,all recovered recyclables, unprocessed construction and demolition debris, and construction and demolition debris residual wastes will be removed from the C&D debris tipping and sorting area and will be placed in their designated storage areas. The C& D debris unloading area,the C&D debris tipping and sorting area,and the loading area will then be swept clean. After the completion of the facility cleanup,the on-site equipment will be placed in their designated storage area and turned off. Dust control water will be deactivated by turning off the water at the hose bibs. After the removal of on-site equipment and the deactivation of dust control system,doors numbered five through eight will be closed and locked. 3.5 TRANSFER PLAN 3.5.1 CONSTRUCTION AND DEMOLITION DEBRIS RESIDUAL WASTE The construction and demolition debris residual waste will be shipped in one hundred(100)cubic yard covered trailers to Allied Waste Industries Inc.'s Carbon Limestone Sanitary Landfill, 8100 State Line Road,Poland,Ohio as indicated in Table I -Authorized Disposal Facilities,Appendix C. The route the transfer vehicle travels to the sanitary landfill located in Poland,Ohio will be south on Commerce Drive to Corporate Drive,west on Corporate Drive to Depot Lane,south on Depot Lane to Middle Road,west on Middle Road to Sound Avenue,west on Sound Avenue to Northville Turnpike,south on Northville Turnpike to Old Country Road,west on Old Country to the Long Island Expressway,west on the Long Island Expressway to the Clearview Expressway,north on the Clearview Expressway to the Cross Bronx Expressway,west on the Cross Bronx Expressway to Interstate 95,south on Interstate 95 to Interstate 80, west on Interstate 80 to Interstate 680,south on Interstate 680 to Center Road,east on Center Road to State 17 Route 231,south on State Route 231 to State Line Road,south on Sate Line Road to Allied Waste Industries, Inc.'s 8100 State Line Road sanitary landfill. An alternate construction and demolition debris residual waste disposal facility will be Allied Waste Industries,Inc.'s Imperial Sanitary Landfill,Route 980 and Boggs Road,Imperial,Pennsylvania as indicated in Table 1 -Authorized Disposal Facilities, Appendix C. The route the transfer vehicle travels to the sanitary landfill located in Imperial,Pennsylvania will be south on Commerce Drive to Corporate Drive,west on Corporate Drive to Depot Lane,south on Depot Lane to Middle Road,west on Middle Road to Sound Avenue,west on Sound Avenue to Northville Turnpike,south on Northville Turnpike to Old Country Road, west on Old Country to the Long Island Expressway,west on the Long Island Expressway to the Clearview Expressway,north on the Clearview Expressway to the Cross Bronx Expressway,west on the Cross Bronx Expressway to Interstate Route 95, south on Interstate Road 95 to Interstate Route 287,north on Interstate Route 287 to Interstate Route 78,west on Interstate Route 78 to Interstate Route 81,south on Interstate Route 81 to Harrisburg Turnpike,west on the Harrisburg Turnpike to Interstate Route 76,west on Interstate Route 76 to Interstate Route 376,west on Interstate Route 376 to Interstate Route 279,south on Interstate Route 279 to US Route 30,west on US Route 30 to US Route 22,west on US Route 22 to State Route 980,north on State Route 980 to Boggs Road,east on Boggs Road to Allied Waste Industries Inc.'s Route 980 and Boggs Road sanitary landfill. 3.5.2 RECOVERED RECYCLABLES The recovered recyclables will be shipped in twenty(20)cubic yard covered containers in the case of uncontaminated asphalt pavement,brick and other masonry products,and concrete and forty(40)cubic yard covered containers in the case of cardboard and paper products,ferrous and nonferrous metals,plastic,and wood to PK Metals',3542 New York State Route 112,Coram,New York facility for recycling as indicated in Table 1 -Authorized Disposal Facilities, Appendix C. The route the transfer vehicle travels to the recycling facility located in Coram,New York will be south on Commerce Drive to Corporate Drive,west on Corporate Drive to Depot Lane,south on Depot Lane to Middle Road,west on Middle Road to Sound Avenue,west on Sound Avenue to Northville Turnpike,south on Northville Turnpike to Old Country Road,west on Old Country to the Long Island Expressway,west on the Long Island Expressway to New York State Route 112, north on New York State Route 112 to PK Metals',3542 New York State Route 112 recycling facility. 18 3.6 SOLID WASTE STORAGE 3.6.1 RECOVERED RECYCLABLES The facility may store non-putrescible recovered recyclables(asphalt pavement,brick and other masonry products,cardboard,concrete, ferrous and nonferrous metals,paper products,plastic,rock,soil, wood,etc.)for up to sixty(60)days. The maximum quantity of recovered recyclables stored at the site will be two hundred eighty(280)cubic yards in two(2)twenty(20)and six(6)forty(40)cubic yard containers in recyclables storage areas numbered one and two. 3.6.2 CONSTRUCTION AND DEMOLITION DEBRIS The facility may store unprocessed and processed construction and demolition debris for up to thirty(30)days. The maximum quantity of unprocessed and processed construction and demolition debris that the facility may store on site at any given time will be two thousand one hundred twenty-four(2,124) cubic yards or one thousand one hundred eighty(1,180)tons:two hundred sixty-eight(268)cubic yards or one hundred forty-nine(149)tons in the C&D tipping and sorting area and one thousand eight hundred fifty-six(1,856)cubic yards or one thousand thirty-one(1,031)tons in the construction and demolition debris residual waste storage area. SECTION 4.0 STAFFING PLAN The staff positions listed below will be required for the operation of the solid waste transfer, recyclables handling and recovery,and construction and demolition debris processing facility. A. Operations Manager/Emergency Coordinator: Overall responsibility for all aspects of operations. Contact person for government personnel. Authorized to implement contingency plan. Final responsibility for all reporting requirements. B. Dispatcher(1): Operates sixty(60)ton truck scales. Records the weights of vehicles entering and exiting the facility in the Daily Log. Computes the quantity of solid waste received and disposed by the facility. C. Facility Foreman(1): On-site responsibility for all day-to-day operations of the facility.Direct supervision over all facility personnel. 19 0 0 Authorized to implement contingency plan. Participates in the development and implementation of training and safety programs. D. Workman(10): Performs the sorting and transferring of waste. Trained in the monitoring, inspection,and emergency response procedures and safety requirements. E. Equipment Operator(2): Performs loading of waste utilizing the excavator and front-end loader operated at the facility. Trained in operation of the excavator and front-end loaders operated at the facility. Also trained in emergency response procedures and safety requirements. 20 0 9 SECTION 5.0 ENVIRONMENTAL CONTROLS The solid waste transfer, recyclables handling and recovery, and construction and demolition processing facility will implement the following environmental controls to insure that the facility operations do not poses a threat to the environment. 5.1 SOLID WASTE TRANSFER AND RECYCLABLES HANDLING AND RECOVERY FACILITY OPERATIONS 5.1.1 NOISE CONTROL Although the adjacent properties are used for industrial purposes,the noise levels produced by the facility operations will not exceed the urban Leq energy equivalent ambient sound level limits outside the property line because the noise levels will be controlled by conducting the waste processing operations within the recycling building to be constructed on the site. In addition, it should be noted that the only major noise sources within the facility will be the delivery trucks,the excavator,the front-end loader,the roll-off trucks,and the transfer trailer trucks. The delivery trucks,the excavator,front-end loader,the roll- off trucks,and the transfer trailer trucks will be equipped with mufflers in accordance with the motor vehicle regulations.Therefore,the noise levels generated by this equipment will be similar to the noise levels generated by the truck traffic on the surrounding roadways. 5.1.2 DUST CONTROL The waste processing operations do not generate dust due to the nature of the municipal solid waste and commingled recyclables waste stream. However, if dust is encountered within the facility, it will be controlled by conducting the waste processing operations within the recycling building to be constructed on the site. In addition,dust will also be controlled by water spraying if the recycling building proves to be ineffective in controlling the small quantities of dust that may be encountered at the MSW unloading area,the MSW tipping and sorting area,the residual municipal solid waste storage area,and the loading area.Hose bibs and hoses will be provided throughout the recycling building for dust control proposes. 5.2.3 ODOR CONTROL The facility operations may generate offensive odors due to the nature of the municipal solid waste and commingled recyclables waste stream. The offensive odors will be controlled by conducting the waste processing operations within the recycling building to be constructed on the site. In addition,the offensive 21 odors will also be controlled by the Air-Reaxtor Inc. Fogmaster Mirco-Jet Drum Service Unit if the recycling building proves to be ineffective in controlling the offensive odors that may be encountered at the MSW unloading area,the MSW tipping and sorting area,and the residual municipal solid waste storage area,and the loading area. The Air-Reaxtor, Inc. Fogmaster Mirco-Jet Drum Service Unit sprays Air-Reaxtor, Inc. O W D Organic Waste and Decomposition Odor Counteractant. 5.1.4 VECTOR CONTROL The characteristics of the municipal solid waste and commingled recyclables waste stream may produce vectors within the facility and at the site. Vectors will be controlled by extermination. 5.1.5 FACILITY CLEAN UP The facility clean up will occur at the end of each workday. The facility clean up will be initiated with the removal of recovered recyclables(uncontaminated cardboard,ferrous and nonferrous metals,paper products,and plastic)from the MSW tipping and sorting area. The recovered recyclables will be placed in their designated storage areas. After the removal of the recovered recyclables has been completed,the residual municipal solid waste resulting from the waste processing and recyclables recovery operations will be stockpiled in the residual municipal solid waste storage area. After the stockpiling of residual municipal solid waste has been completed,the MSW unloading area,the MSW tipping and sorting area,and the loading area will be swept clean. 5.1.6 SANITARY FACILITIES The required water cooler,employee lockers,and toilet facilities of sanitary layout and construction, adequate in number for the personnel at the facility will be located in the two thousand two hundred ten (2,210)square foot office building to be constructed on the site. The wastewater generated by the sanitary facilities contained in the office building will be discharged to the onsite sanitary system consisting of a three thousand(3,000)gallon septic tank and three(3)ten(10)foot diameter by ten(10)foot effective depth sanitary leaching pools. 5.1.7 WATER SUPPLY Drinking water will be provided in accordance with the Suffolk County Sanitary Code. Water will be supplied to the facility by the Suffolk County Water Authority from its water main in Commerce Drive. The required water cooler will be located in the two thousand two hundred ten(2,210)square foot office 22 0 0 building to be constructed on the site. Vacuum breakers will be supplied on all hose bibs in compliance with the applicable provisions of Suffolk County Sanitary Code. 5.1.8 CONFINEMENT OF SOLID WASTE Solid waste such as liter(blowing paper)will be confined to the site by locating the MSW unloading area,the MSW tipping and sorting area,the residual municipal solid waste storage area,and the loading area within the recycling building to be constructed on the site.Additional confinement will be provided by the eight(8)high chain link fence that will be constructed around the property. Confinement of dirt that may adhere to the wheels of the vehicles exiting the facility will be provided by paving the site with gravel pavement. 5.1.9 CONTROL OF LEACHATE Leachate will be controlled by vacuuming it up with a wet/dry vacuum,drumming the recovered liquid,and properly disposing the drums. Prior to disposal,the drums will be sampled for laboratory analysis to classify the leachate for disposal. The recovered liquid sample will be analyzed by a New York State Department of Health(NYSDOH)approved laboratory for waste disposal parameters(i.e.TCLP RCRA Inorganic Compounds, Flashpoint,Reactivity,Corrosivity,and pH). Once the waste disposal classification has been determined,the appropriate licensed waste hauler,identified in Table 4-Waste Transporters, Appendix B,will remove the drum from the facility or will pump out the drum and dispose the drum/liquid at a permitted disposal facility. Should leachate be suspected of contaminating a portion of the site,the appropriate portions of the subsurface investigation outlined in the Closure Plan will be implemented to determine the extent of the contamination and develop a remedial action plan, if required. 5.1.10 UNUSUAL TRAFFIC CONDITIONS In the event of unusual traffic conditions,accident or traffic congestion, Peconic Recycling and Transfer Corp.will hold all outbound delivery trucks,roll-off trucks,and transfer trailer trucks at the facility. All inbound delivery trucks,roll-off trucks,and transfer trailer trucks controlled by Peconic Recycling and Transfer Corp or Mattituck Sanitation will be contacted by two(2)way radio and will be advised to use alternate routes to the facility or to remain at the last pickup location until the unusual traffic condition subsides. 23 5.2 RECYCLABLES HANDLING AND RECOVERY AND CONSTRUCTION AND DEMOLITION DEBRIS PROCESSING FACILITY OPERATIONS 5.2.1 NOISE CONTROL The recyclable handing and recovery and construction and demolition debris processing facility utilizes the same noise control procedures as the solid waste transfer and recyclable handing and recovery facility. These procedures are delineated in Section 5.1.1 above. 5.2.2 DUST CONTROL The facility operations may generate small quantities of dust. These small quantities of dust will be controlled by conducting the waste processing operations within the recycling building to be constructed on the site. In addition,the small quantities of dust will be also controlled by water spraying if the recycling building proves to be ineffective in controlling the small quantities of dust that may be encountered at the C &D debris unloading area,the C&D debris tipping and sorting area,the construction and demolition debris residual waste storage area,and the loading area. Hose bibs and hoses will be provided throughout the recycling building for dust control proposes. 5.2.3 ODOR CONTROL The facility operations do not generate offensive odors due to the nature of the commingled recyclables and construction and demolition debris waste stream. However,if offensive odors are encountered within the facility,the offensive odors will be controlled by conducting the waste processing operations within the recycling building to be constructed on the site. In addition,the odors will be controlled by the Air-Reaxtor Inc. Fogmaster Mirco-Jet Drum Service Unit if the recycling building proves to be ineffective in controlling the offensive odors that may be encountered at the C&D debris unloading area,the C&D debris tipping and sorting area,the construction and demolition debris residual waste storage area, and the loading area. The Air-Reaxtor, Inc. Fogmaster Mirco-Jet Drum Service Unit sprays Air-Reaxtor, Inc.OWD Organic Waste and Decomposition Odor Counteractant. 5.2.4 VECTOR CONTROL The characteristics of the commingled recyclables and construction and demolition debris waste stream should minimize the presence of vectors within the facility and at the site. However,if encountered, vectors will be controlled by extermination. 24 0 5.2.5 FACILITY CLEAN UP The facility clean up will occur at the end of each workday.The facility clean up will be initiated with the removal of recovered recyclables(uncontaminated asphalt pavement,brick and other masonry products,cardboard,concrete,ferrous and nonferrous metals,paper products,plastic,rock,soil,and wood) from the C&D debris tipping and sorting area. The recovered recyclables will be placed in their designated storage areas. After the removal of the recovered recyclables has been completed,the construction and demolition debris residual waste resulting from the waste processing and recyclables recovery operations will be stockpiled in construction and demolition debris residual waste storage area. After the stockpiling of the construction and demolition debris residual waste has been completed,the C&D debris unloading area,the C &D debris tipping and sorting area,and the loading area will be swept clean. 5.2.6 SANITARY FACILITIES The recyclable handing and recovery and construction and demolition debris processing facility utilizes the same sanitary facilities as the solid waste transfer and recyclable handing and recovery facility. The sanitary facilities are described in Section 5.1.6 above. 5.2.7 WATER SUPPLY The recyclable handing and recovery and construction and demolition debris processing facility utilizes the same water supply system as the solid waste transfer and recyclable handing and recovery facility. The water supply system is described in Section 5.1.7 above. 5.2.8 CONFINEMENT OF SOLID WASTE Solid waste such as liter(blowing paper)will be confined to the site by locating the C&D debris unloading area,the C&D debris tipping and sorting area,the construction and demolition debris residual waste storage area,and the loading area within the recycling building to be constructed on the site. Additional confinement will be provided by the eight(8)high chain link fence that will be constructed around the property. Confinement of dirt that may adhere to the wheels of the vehicles exiting the facility will be provided by paving the site with gravel pavement. 25 0 5.2.9 CONTROL OF LEACHATE The characteristics of the commingled recyclables and construction and demolition debris waste stream should minimize the presence of leachate within the facility.However, if leachate is encountered at the facility,the recyclable handing and recovery and construction and demolition debris processing facility will employ the same leachate control methods as the solid waste transfer and recyclable handing and recovery facility. The leachate control methods are described in Section 5.1.9 above. 5.2.10 UNUSUAL TRAFFIC CONDITIONS The recyclable handing and recovery and construction and demolition debris processing facility utilizes the same procedures for dealing with unusual traffic conditions as the solid waste transfer and recyclable handing and recovery facility. These procedures are delineated in Section 5.1.10 above. 26 MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE ti��Of SO(/lySouthold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR G C 54375 State Route 25 GEORGE D. SOLOMON �O (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND �'. Southold, NY 111' Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: April 30, 2008 To: Patricia Finnegan, Town Attorney From: Bruno Semon, Senior Site Plan Reviewer Re: Update on the status and information for Peconic Transfer Station II site plan. The site plan is in review under SEQRA. As discussed today, this information is being sent to keep the coordination process current between the Town Board and the Planning Board. Attached for your record is a Site Plan last revised 12/13/07, NPV report dated 4/21/08, Part III attachment created by NPV, Agent submission Section 2.0 waste transfer information and SEQRA III response from agent. We are currently waiting for NPV to issue a firm estimate for the final review fee. After the fee is processed with the applicant/agent by the Town,NPV will be required to submit the report of findings on the enclosed review material to the Planning Board. Peconic Recycling & Transfer-2 560 Commerce Drive, Cutchogue SCTM#(s) 1000-2-5 Zone: LIO (Light Industrial Office) This site plan is for new construction of a building that includes 32,000 sq. ft. of warehouse space and 2,200 sq. ft. of office space for a transfer station use on a vacant 118,164.2 sq. ft. parcel in the LIO Zone located at the intersection Corporate Road and Commerce Drive in Cutchogue. Thank you in advance. cc: File, attachments (site plan, NPV report, part III att., Agents submission) MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE 1��OF SO(/Ty� Southold, NY 11971 Chair �� Ile yy OFFICE LOCATION: KENNETH L. EDWARDS T Town Hall Annex MARTIN H.SIDOR N 54375 State Route 25 GEORGE D.SOLOMON Q JOSEPH L.TOWNSEND Oly (cor.Main Southold, NY Youngs Ave.) C�Un 1 1+� Telephone: 631 765-1938 April 29, 2008 Fax: 631 765-3136 PLANNING BOARD OFFICE Nelson, Pope & Voorhis, LLC. TOWN OF SOUTHOLD Mr. Charles Voorhis 572 Walt Whitman Road Melville, NY 11747-2188 Re: SEQRA review for Peconic Recycling & Transfer-2 560 Commerce Drive, Cutchogue SCTM#(s) 1000-2-5 Zone: LIO (Light Industrial Office) Dear Chick, This letter is to inform you that the Planning Board held a work session on April 28, 2008 and reviewed the NPV report dated April 21, 2008 along with the Part 3 Attachment. The Planning Board accepted the information as submitted. Enclosed you will find the agents response to the report noted above and information pertaining to Section 2.0 solid waste transfer and recycling. Enclosed is a copy of the site plan date revised November 29, 2007. Please perform a preliminary review of the information and provide a written estimate of the fee NPV will charge for the review and additional report comments. Please provide this estimate prior to a complete review and written report. The current Planning Department policy is that we notify the applicant/agent to submit the associated fee to the Town of Southold prior to your firm completing the work. Once the Town receives the fee,we will notify your firm to proceed with the review. If there are any questions you can contact us at (631) 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Res 4em( xsBruno Senior Site Plan Reviewer Enc.: attachments, site plan package CC:file, Submission Without a Cover Letter Sender: Subject: I Lin i C /�R 5{C� t c� AGO �el/�J" SCTM#: 1000- E, AF, C�( Date: I 1 a b Comments: 1- d-7 8- -713 F,-.4 Y/O 1 Semon, Bruno From: Chic Voorhis [cvoorhis@nelsonpope.com] Sent: Tuesday, April 29, 2008 8:18 AM To: Lanza, Heather Cc: Semon, Bruno Subject: RE: Peconic Recycling Heather, I received both emails, this and the Part III supplement. There would be a fee to review this information, figure around $450 to update everything based on all current information. I am familiar with NYSDEC Part 360 applications and the operational information from that application is useful. The main thing I would look at is the response to our review letter, and would update the staff report based on that. Let me know what the Board discussed and how you would like to proceed. Thanks, Chic Charles J. Voorhis, CEP, AICP Managing Partner Nelson, Pope & Voorhis, LLC ENVIRONMENTAL • PLANNING CONSULTING 572 Walt Whitman Road Melville, NY 11747 ph: (631) 427-5665 ext. 206 fax: (631) 427-5620 i ENVIRONMENTAL PLANNING REVIEW OF PART 3-ENVIRONMENTAL ASSESSMENT FORM(EAF) EVALUATION OF THE IMPORTANCE OF IMPACTS PECONIC RECYCLING&TRANSFER Prepared for: Town of Southold Planning Board P.O.Box 1179 Southold,New York 11971 Prepared by: Nelson,Pope&Voorhis,LLC 572 Walt Whitman Road Melville,New York 11747 (631)427-5665 Contact: Charles J.Voorhis,CEP,AICP Date: April 21,2008 PROJECT NAME: Peconic Recycling&Transfer II,Cutchogue PROJECT TYPE: Site Plan Application/Town Board Special Permit LOCATION: 560 Commerce Drive, Cutchogue SCTM: 1000-095-2-5 ZONING DISTRICT: LIO-Light Industrial Office Park OVERLAYS: NA TOTAL PROJECT AREA: 2.75 acres 1.0 INTRODUCTION This document is a consultant report to assist the Planning Board and staff in the review of the above-noted project. The site has been inspected by Nelson, Pope &Voorhis, LLC (NP&V) and the submission materials noted herein have been evaluated. This report includes a summary of the site conditions and the proposed project, review of submitted materials, other agency approvals, SEQRA Status, environmental resources and planning considerations, the Part 3 EAF evaluating the importance of the project's impacts, and a discussion of the importance of those impacts. This information and analysis is prepared to assist the Planning Board in evaluating the project and issuing a Determination of Significance under SEQRA. Peconic Recycling&Transfer H,Cutchogue Environmental Planning Review NP&V No.06279 2.0 SITE LOCATION AND DESCRIPTION The project site is located at 560 Commerce Drive, at the north comer of Commerce Drive and Corporate Road, Cutchogue, Town of Southold, County of Suffolk. The 2.75-acre vacant parcel has approximately 320 feet of frontage along Corporate Road and 353 feet along Commerce Drive. The site is generally flat and is entirely covered with low herbaceous plants and shrubs. The site is zoned LIO Light Industrial Planned Office Park, and the area surrounding the site is similarly zoned LIO and LI Light Industrial. A Town composting facility is located east of the site, beyond which are Town solid waste management facilities. The nearest residence is located west of the site fronting Depot Lane; this residence is an existing non-conforming use in an LIO zone. There is a small residential community to the south fronting CR 48 in an area zoned R-40. 3.0 PROPOSED PROJECT The proposed action involves the development of the 2.75-acre site with a 34,200 SF building that will house a recycling and transfer facility (32,000 SF) and associated office space (2,200 SF). Municipal and construction and demolition waste will be sorted in the proposed structure and trucked to appropriate facilities/markets. Materials will be held at the facility for short periods. This is critical to the safe, compatible operation of the facility. The site plan indicates storage areas for various materials including hazardous materials/substances, metals, plastic, cardboard and asphalt, brick and similar materials. The application also indicates solid waste generation in the amount of 4 tons per month. Additionally, the Part 3 EAF indicates that the applicant has agreed to reduce the tonnage to 240 tons per day(tpd) of MSW, and a total of 480 tpd of MSW and C&D material. Part of the information contained in the application package indicates that soil will not be removed from the site. The front yard and truck parking areas will consist of gravel surfaces. Two (2) large scales that will be utilized by entering trucks will be located along the southern property boundary. Twelve (12)truck parking stalls and fourteen (14) car parking stalls are shown on the site plan; however, 25 parking stalls are noted in the EAF and in the site notes on the site plan. Two (2) future curb cuts in the northern property boundary will connect to the adjacent, vacant property located to the north. The site will be accessible via two (2) 40-foot entrance points located along Commerce Drive and Corporate Road. A series of stormwater leaching pools will collect runoff generated by the property. The development will connect to public water provided by the SCWA and a septic system will be provided which will need approval from the SCDHS. The perimeter of the property will be landscaped with evergreens and shrubs to reduce visual impacts to the surrounding areas. 4.0 SITE PLAN SUBMISSION AND SUPPLEMENTAL INFORMATION The Applicant has provided the following forms, which comply with the Town's Site Plan Application submission requirements: Page 2 Peconic Recycling&Transfer fl,Cutchogue Environmental Planning Review NP&V No.06279 • Site Plan application form • Fee • Long Environmental Assessment Form • Site Plan • Construction Plans/elevations • Supplemental information on tonnage from applicant • Draft contingency plan from applicant • SEQRA Update to the Planning Board(dated November 26,2007) • Part 3 EAF(undated, but received by the lead agency on March 31,2008) 5.0 OTHER AGENCY APPROVALS • Town Board Special Permit for a Transfer Station(LL 413 of 2007;Chapter 280) • NYSDEC Part 360 Solid Waste Facility(if applicable) • NYSDEC Stormwater Permit(GP-02-01) • SCWA water supply approval • SCDHS commercial sanitary system approval (Article 6) • SCDHS water supply approval (Article 4) The applicant's EAF indicates that variances are necessmy; the applicant should indicate what variances, ifany, are required. 6.0 SEQRA STATUS The Planning Board conducted a coordinated review beginning on September 11, 2007 and assumed lead agency on October 16, 2007. During this process, the Town accepted an Environmental Review Report prepared by Nelson, Pope & Voorhis, LLC (NP&V; dated October 12, 2007)that requested additional information on the project necessary for the Board to determine potential impacts. The applicant provided a response to this request in a document dated November 26, 2007. In turn, NP&V prepared a second Environmental Review Report (dated February 19, 2008) that addressed this new information on the project, and included its Part 2 EAF, which delineated potential impacts and their magnitude. That document concluded that,based on the Part 2 EAF, a Part 3 EAF would be needed from the applicant,to address these issues. The applicant then prepared the Part 3 EAF and submitted it to the lead agency on March 26, 2008; this document addresses the contents and analyses in the Part 3 EAF (it is attached herein). 7.0 ENVIRONMENTAL RESOURCES There are no designated tidal wetlands within 5,000 feet of the property; however, there is a designated freshwater wetland (SO-56) located approximately 4,500 feet to the south-southeast of the property. The proposed development is not expected to impact this wetland due to distance and the existing development between the sites. The Suffolk County Soil Survey identifies three (3) soil types on the subject site, which consist of the following: Riverhead Page 3 Peconic Recycling&Transfer Il,Cutchogue Environmental Planning Review NP&V No.06279 sandy loam, 3 to 8% slopes (RdB), Haven Loam, 0-2% slopes (HaA) and Haven Loam, 2-6% slopes (HaB). The topography and soils on the site do not appear to present severe development constraints. Therefore,no significant impact on soils and topography is anticipated. A review of the Suffolk County Water Authority (SCWA) Distribution Maps from 2007 indicates that a 6-inch water main is in the area, beneath Commerce Drive. Using typical SCDHS flow rates for an industrial building of the size proposed, it is estimated that the proposed development will use approximately 1,368 gallons of water per day. The applicant must comply with Article 6 of the Suffolk County Sanitary Code for sanitary density (i.e. permitted flow on a given side parcel) and will also need to demonstrate to the SCDHS that potable water can be supplied to the site. Based on water main maps, it appears as though public water can be accessed. The applicant should contact the SCWA and the Town as necessary to secure public water availability under Article 4 of the Sanitary Code. The elevation of groundwater beneath the subject site is approximately 5 feet above mean sea level (asl) according to the USGS Water Resources Investigation Report 2002. The topographic elevation of the property is approximately 50 feet asl, based on the USGS Topographic Quadrangle for the area. Therefore, the minimum depth to groundwater is approximately 45 feet. The subject property is located just north of the north fork groundwater divide. The majority of the groundwater recharges vertically into the groundwater but, there is a slight horizontal component of flow that is generally toward the north and west. The direction of groundwater flow is expected to be horizontal and to the west towards the Long Island Sound. 8.0 PLANNING CONSIDERATIONS The site is zoned LIO and the use conforms to the allowed uses through a special permit from the Town Board. The site is surrounded by industrial zoning. A Town composting facility is located east of the site, beyond which are Town solid waste management facilities. The nearest residence is located west of the site fronting Depot Lane; this residence is an existing non- conforming use in an LIO zone. There is a small residential community to the south fronting CR 48 in an area zoned R-40. 9.0 REVIEW OF EAF,PART 3 The Part 3 EAF for the proposed action was prepared by the applicant and is included as Attachment A. Several items identified in the Part 2 EAF were indicated as Potential Large Impact items, along with the factor(s) in support of the request for additional analysis. These items are listed below, along with brief reviews of the corresponding material in the Part 3 EAF. Impact on Water 5. Will Proposed Action affect surface or groundwater quality or quantity? • Proposed Action will require a discharge permit. The applicant acknowledges that a SPDES permit will be required from the SCDHS for sanitary wastewater generated by the facility, and that SCDHS prohibits discharges of materials regulated by Article 12 of 1he Suffolk County Sanitary Code. Page 4 Peconic Recycling&Transfer II,Cutchope Environmental Planning Review NP&V No.06279 • Proposed Action locates commercial and/or industrial uses which may require new or expansion of existing waste treatment and/or storage facilities. The applicant states that the project does not require expansion of off-site waste treatment facilities; discharges will be accommodated in the project's on-site septic system, which will require review and approval of the SCDHS. impact on Air 7. Will Proposed Action affect air quality? • Proposed Action will allow an increase in the density of industrial development within existing industrial areas. The applicant concludes that the project world have no effect on air quality, as tracks trips will not exceed ambient volume in relation to other industrial uses in the industrial subdivision. Truck emissions would be controlled by NYSDOT standards. Finally, drivers would be instructed to tan off engines while waiting to load/unload. Impact on Transportation 15. Will there be an effect to existing transportation systems? • Alteration of present patterns of movement of people and/or goods. The applicant indicates that the project would have a minimal effect on transportation systems, as the project would centralize recycling/disposal operations and thereby reduce the number oft ruck trips carrying wastes out of the Town to western Sr ffolk destinations. Noise and Odor Impact 17. Will there be objectionable odors,noise or vibration as a result of the Proposed Action? • Odors will occur routinely(more than one hour per day). The applicant indicates that the potential for noise and/or odor impacts would be reduced by enclosing loading/unloading operations within the structure and by utilizing a NYSDEC- approved misting system. In addition, noise impacts would be reduced by limiting operations to daytime hours and by turning truck engines off while drivers are waiting to load/unload. Impact on Growth and Character of Community or Neighborhood 19. Will Proposed Action affect the character of the existing community? • Proposed Action will cause a change in the density of land use. The applicant notes that the proposed project is not significantly different in character or nature from those ofother light industrial uses in the vicinity,particularly as compared to the conrposting/grfnding facility, and Town solid waste facility and other MSW or C&D facilities. The applicant notes that residential uses are "well distant"from the subject site, suggesting that this separation would mitigate this impact. 10.0 ADDITIONAL INFORMATION NEEDS Review of the Part 3 EAF and the previous project documents indicates that additional information is needed for a limited number of issues, to fully assess their associated potential impacts and thereby enable the Planning Board to issue a Determination of Significance and render an informed decision on the application. The prior review, dated February 19, 2008,requested the following: Page 5 Peconic Recycling&Transfer II,Cutchogue Environmental Planning Review NP&V No.06279 Detailed description of the proposed project including, utilization of the building,operations,hours of operation, tonnages and types of waste of incoming and outgoing material, trucks to be operated, number of trucks and frequency of vehicle trips, routing plans, container storage areas, toxic and hazardous materials handling, contingency planning, landscape buffers,fencing, lighting, landscaping and reasonably expected future plans for the facility. Environmental analysis and information should be provided with respect to the following resources: Groundwater,Indoor and Outdoor Air Quality and Odor Impacts,Transportation,Noise Impacts, and Land Use and Community Character. Information provided in the applicant's Part 3 EAF is not fully responsive to this request, and supplemental information addressing facility operations is therefore requested to be added to that document to provide a full description of the project in one cohesive and comprehensive document. In addition, information on the following items should be provided and/or addressed in the revised Part 3 EAF. Operations-Related 1. Confirm that all doors must be closed when loadinglunloading trucks. 2. Is the project dependant upon a future truck wash facility; what justification is there for segmentation of review of this identified future plan? 3. Include building utilization(floor plan)with the Part 3 EAF. 4. Describe incoming and outgoing waste streams in more detail, in terms of volume, frequency and destination;the current information in this regard is vague. 5. Any there any plans for or capability to accommodate other waste types to be handled in this facility;what future facility plans are anticipated? 6. How will dumpsters be moved within the site (e.g., to/from outdoor storage area into/out of the building,etc.)? 7. The limits on MSW and C&D debris have been established; what are the projected amounts of MSW and C&D expected? 8. Will/how would these volumes vary over the year? If possible, provide range and seasonal variation of volumes received. 9. Identify what trucks will operate on the site; where and how will they be stored? 10. Do the proposed operating hours,7 AM to 7 PM,conform to Town Code requirements? 11. Confirm that no garbage would be stored overnight(other than recyclables). 12. What lighting is proposed and what are the proposed(tours for lighting? 13. Conditions/circumstances under which internal roadway connections to the adjacent industrial sites would be installed. 14. Specify the two variances needed, discuss why these variances are needed, and explain how the standards for their approvals are met. 15. Provide details on the Special Permit required for the project, and discuss whether/how the project will meet the applicable Town standards. Facility-Related 16. Provide information from NYSDEC or a reliable source that the proposed odor-control misting system is effective and is"approved"? 17. Identify container storage areas. 18. Describe landscape buffers and fencing in terms of code conformance and mitigation. 19. Provide estimate of the number of trucks that may be present on the site at any one time; confirm that there is enough acreage on-site to accommodate that number. Could there be any back- Page 6 • • Peconic Recycling&Transfer 11,Cutchogue Environmental Planning Review NP&V No.06279 up/storage of vehicles at peak times? If so, indicate what actions would be taken to ensure that adjacent roadways are not used for truck parking. 20. Does the site/exterior lighting conform to Town Code requirements for lighting(if any)? Community Character-Related 21. Estimate the distances to those neighboring residences that have a view of this facility, and describe the view of the site from those locations. 22. Describe the proposed structure's appearance from these observation points. Traffic-Related 23. Assess the potential impacts of truck usage on the local roadways and at the intersection of Corporate Drive/CR 48 in terms of daily facility trip hours and existing road volumes. 24. Confirm the estimated 164 truck trips/day for the project, and that this corresponds to 82 truck trips arriving and 82 truck trips departing. 11.0 SUMMARY AND CONCLUSION Recycling facilities such as the proposed assist in reducing waste needed to be disposed of and conform to solid waste management initiatives. Small solid waste sorting facilities are becoming more typical as solid waste disposal costs increase and recycling initiatives are encouraged. The hand-sorting of C&D debris and MSW on an indoor tipping floor is a way to properly manage this type of operation. In this sense, the Planning Board is generally supportive of this type of application. However, the Planning Board (as well as the Town Board) identified issues in the Part 2 EAF that required further information in a Part 3 EAF. The SCDHS had also requested a Part 3 EAF or an EIS to provide further detail and analysis of the project and its potential impacts. After review of that and prior documents, the lead agency discerns a limited number of issues for which clarifications are needed before the Planning Board can issue a Determination of Significance under SEQRA and render an informed decision. To this end, additional project information is needed,as listed in Section 10.0. Page 7 Peconic Recycling&Transfer 11,Cutchogue Environmental Planning Review NP&V No.06279 ATTACHMENT A PART 3 ENVIRONMENTAL ASSESSMENT FORM EVALUATION OF THE IMPORTANCE OF IMPACTS Page 8 Part 3—EVALUATION OF THE IMPORTANCE OF IMPACTS Description of Operation The indoor recycling and transfer station will contain a floor plan as previously provided to the Planning Board in which to conduct its operations. PRTC will be accepting two waste streams at this facility: 1) Primary waste stream: Construction and Demolition Debris (C&D). 2) Secondary waste stream: Municipal Solid Waste(MSW). Following extensive discussions with the Town,the applicant has agreed to reduce the tonnage to 240 tons per day MSW,480 tons per day total MSW/C&D. The DEC permit will reflect those maximum tonnages. C &D wastes will be brought from construction sites in roll-off containers and the MSW waste stream will be brought from commercial establishments in smaller dumpsters. C&D is almost exclusively"dry"material. A large percentage of the MSW is dry material: offices and businesses(e.g.,banks, stores) are primarily dry;restaurant disposal is a mixture of wet and dry. These loads contain large amounts of recyclable materials,which will be pulled from the waste stream for recycling: concrete, asphalt, brick and masonry products; paper,metal scraps,rock, wood and soil,as well as some incidental mandated recyclables(glass,#1/2 plastic, cans,batteries, etc.). This is a primary focus of the facility, since there is a significant amount of these materials, which would otherwise be disposed in the waste stream instead of being recycled. The entire transfer and salvage operation is conducted completely inside the fully enclosed building. The trucks, which pick up these loads,will enter the site,weigh in on the outdoor scales, and then back entirely inside the building before unloading. After depositing the load on the tipping floor inside the fully enclosed building, recyclables recovery will occur. The waste residue will be deposited into a larger vehicle,which will leave the facility daily for transport to a western location outside of Southold Town. The recyclable materials will be loaded indoors as the amount of material demands for transport daily. No hazardous waste or medical waste will be handled by PRTC. This facility will not handle yellow bag garbage,which is transported directly to the Southold Town facility. Normal operational hours of the facility will be 7 a.m. to 7 p.m.,with occasional trips outside of those hours for early pick-ups or late night long haul loads. Impact on Water Probability—negligible N N Description of impact: The only impact on water supply will be the discharge from the sink in the employee kitchen and the two bathrooms for employees (office use). A future truck washing station will be the subject of a separate application at such time as the applicant installs the same. The floor on the facility will be swept clean at the end of the workday. The floor slab will not be washout down to preclude the generation of leachate. The future truck washing station will be the subject of a separate application at such time as the applicant installs the same. The impact on groundwater will be minimal or non-existent. The probability of any impact occurring is negligible. There will be no regional consequences of the impact. This project is, in terms of impact on water,typical of commercial development projects, which are permitted in this zone. The floor of the facility(the tipping floor)will be scraped and swept clean on a regular basis during daily operations to remove all debris. The sealed concrete slab will pitch inward into the building,not toward the doors. Solid waste containers will be inspected before being tipped for improper materials. There are no floor drains located on the tipping floor, as per DEC Regulations. No garbage will be stored on site.Water will be provided by SCWA. Spill control tools will be on site(speedi-dry, absorbent pads, and other control materials)to clean wet areas. Speedi-dry, a cat litter-type material, will be uses to absorb liquids during spill cleanup. There will be an on-call contract with a licensed scavenger. Eastern Environmental Solutions, Inc. will be employee as the designated spill response contractor. No liquid materials will be stored outdoors. If any liquid materials are encountered, they will be separated,retained inside, and removed by a licensed scavenger after testing and identification. A SPDES permit from the NYS Department of Environmental Conservation will be obtained for the sanitary wastewater discharges generated by the facility. SCDHS prohibits discharge under Article 12 of the SCSC and County inspectors will maintain records and inspections. The project conforms to Article 6 of the SCSC for land use density. The project will not require expansion of off site waste treatment or storage facilities. Discharge will be accommodated in the on site septic system which will be approved by the Suffolk County Department of Health Services. Impact on Air Probability-negligible Proposed action will have no effect on air quality. Trucks trips will not exceed ambient or normal volume in relation to other uses in the development. Emissions will be controlled by DOT standards. DEC/DOT requires that all loads be in enclosed trucks or covered. Maximum estimated truck trips per day equals 164 trips,as per prior materials delivered to Planning Board. Drivers will be instructed to tum off engines while unloading(to extent possible given function of truck) and while waiting for loading/unloading operation to begin. Impact on Transportation Probability—minimal to low Duration-Normal business hours 7 am. to 7 p.m. with peak 10 a.m. to 2 p.m. The effect on existing transportation systems will be minimal. The project will allow centralization of truck deliveries and waste disposal,rather than the current method of transporting many trucks throughout the entire town to western transfer stations. The project may actually decrease truck traffic on local highways. Present truck traffic will be altered by eliminating additional truck trips from Cutchogue west to western transfer stations. Rather than fifty to sixty trips per day, there will be fifteen to twenty hips per day. This will be a positive regional impact. See Route Plan attached Noise and Odor Impact Probability of Noise—low Duration—Normal business hours 7 a.m. to 7 p.m. with peak 10 a.m. to 2 p.m. Noise will not exceed normal levels because all unloading and sorting will be conducted entirely inside the building. The building,as well as the screening outside, will shield noise and visual impact. Probability of Odor—low to moderate Duration-Normal business hours 7 a.m. to 7 p.m. with peak 10 a.m. to 2 p.m. Offensive odors will be controlled by conducting the processing operations exclusively within the building. In addition, any offensive odors will also be controlled by the AiReactor Inc. Fogmaster Mirco-Jet Drum Service Units,the standard New York State Department of Environmental Conservation(NYSDEC) approved odor control methodology, installed at each overhead truck door at the facility. This system sprays a mixture of water and AiReactor, Inc. OWD Organic Waste and Decomposition Odor Counteractant. This fine mist mixes with and reacts with the odor causing molecules and destroys the odors. This product is non-toxic,non-flammable, completely bio- degradable, and environmentkl safe. Impact on Growth and Character of Community or Neighborhood Probability—moderate This is a light industrial office/light industrial subdivision, and the development of this site is within the bounds of zoning,building size, traffic patterns, lighting and noise of other uses in the subdivision. These uses include a composting/grinding facility,large self storage facility, stockpiling contractor,landscaping contractor, and bus terminal/garage uses. The development of this site will not cause a change in the density of land use in excess of those other uses,particularly because the operations will be conducted indoors. The character of the community is not significantly different than the proposed facility, except to the extent that MSW will be transferred. This,however, will occur indoors exclusively. The site is adjacent to a Town solid waste facility and other MSW or C&D facilities are located in the immediate area. The residential uses in the area are well distant from the site. Re/PRC/SEQRAPartIII Lanza, Heather To: Chic Voorhis, Subject: RE: Peconic Recycling Part III review thanks From: Chic Voorhis [mailto:cvoorhis@nelsonpope.com] Sent: Friday, April 18, 2008 11:13 AM To: Lanza, Heather Subject: RE: Peconic Recycling Part III review We are still shooting for early Monday. Charles J.Voorhis,CEP,AICP NELSON, POPE & VOORHIS, LLC I VVII,()NVI%I Al - I A%N,N( - (ONSi,I.TING Ii)' 111)tma;) ,cat' Meiville, NY f1jt7 plv (c.tt)4z;i '60;ext.'(16 tax:(i>3t7 q.?'-5o?o cvoorhis@nelsonpope.com 1 MOWN OF SOUTHOL11 Purchase Order # L8�3 9 5 Tax Exempt # A 163554 �^ Date ri — O po Account * 8 90�"�'"� `-00 Deliver and send billing to: VendorJ*7jA-k(oj f p - Department►(J�1 -Save P�On�� f�Y(3�0��As (� Address ` `�� J�� JC9�a LC *rv" �rL: 1 cL L &10 VENDOR "Return this copy and Town of Southold voucher itemized and signed for payment" ITEM QUANTITY DESCRIPTION UNIT COST TOTAL 1,vw-»-U�.* s133 S� csu " THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE INT APPROPRIATION CHARGED Dept. Head I CERTIFY THIS TO BE A JUST AN= PU-PCHASE ORDER S pervisor VENDOR COPY MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE rjf so Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H.SIDOR coo 54375 State Route 25 GEORGE D. SOLOMON JOSEPH L.TOWNSEND (cor. Main Rd. &Youngs Ave.) AOU Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 7, 2008 Abigail Wickham, Esq. Wickham, Bressler, Gordon & Geasa, P.C. 13015 Main Road P.O. Box 1424 Mattituck, NY 11952 RE: Peconic Recycle & Transfer Review Part III EAF Dear Ms. Wickham: Enclosed is a copy of our Purchase Order #17876 for SEQRA review of Part III EAF in connection with your client's site plan before the Planning Board. Please have your client prepare a check in the amount of $750 payable to the Town of Southold so that the consultant may proceed with the review. Thank you for your prompt attention to this matter. Sincerely, Lk—�Z__ Heather Lanza, AICP Planning Director Enc. • Q f on% C rl age l of 2 Randolph, Linda From: Chic Voorhis[cvoorhis@nelsonpope.com] Sent: Sunday, April 06, 2008 4:31 PM To: Lanza, Heather Cc: 'Kathy Eiseman'; Randolph, Linda Subject: RE: Peconic Recycling and Warex Heather, I would like 1-2 weeks to review. What is the meeting schedule so we can plan to have it complete for Board discussion? Chic Charles J. Voorhis, CEP, AICP Managing Partner NELSON, POPE & VOORHIS, LLC F_NVIRONMENTAL - PLANNING - CONSULTING 572 Walt Whitman Road Melville. NY 11747 ph. (6311 427-5665 ext. 206 fax (631) 427-5620 cvoorh is@ nelson pope.corn From: Lanza, Heather [mailto:heather.lanza@town.southold.ny.us] Sent: Tuesday, April 01, 2008 1:14 PM To: Chic Voorhis Cc: Kathy Eiseman; Randolph, Linda Subject: RE: Peconic Recycling and Warex Kathy, Please go ahead and have NPV review the Part III for the Town. Chic gave us an estimate in the e-mail below of $750. That will suffice. We are preparing a Purchase Order for the $750 additional. Normally we would ask you to wait to do the review until after our Purchase Order has been processed, and we received payment from the applicant. The applicant is very anxious to get this done and moving, so 1 am giving you the go-ahead to do the Part 111 review now. What is your expected time-frame for completion? Thank you. Heather Heather Lanza, AICP Town Planning Director 53095 Route 25 P.O. Box 1179 4/7/2008 • . Page 2 of 2 Southold,New York 11971 Phone: (631)765-1938 E-mail: heather.lanza@town.southold.ny.us From: Chic Voorhis [mailto:cvoorhis@nelsonpope.com] Sent: Friday, March 28, 2008 6:34 PM To: Lanza, Heather Cc: 'Kathy Eiseman' Subject: Peconic Recycling and Warex Heather, Our accounting dep ent is sending sev ral invoices fo c done'before email that everything re pre-approval. They ar conic Recycling $1,470. 0; an arex $4,235.00. W quite a bit of work on each as y ow. -_ I received t EAF Part III n Peconic Recycling. It is very "thi ". 1 would estim to at cost of$750 to review this and prepare a letter of review. I would expect that additional info may be requested, but will determine that in the review. Please let me know if this is sufficient or if you need a separate proposal. If you need a written proposal, please call Kathy. Thanks Chic Charles J. Voorhis, CEP, AICP Managing Partner NELSON, POPE & VOORHIS, LLC ENVIRONMENTAL - PLANNING CONSULTING 572 Watt Whitman Road Melville, NY 11747 ph. (631)427-5665 ext. 206 fax: (631)427-5620 cvoorhis g nelson pope.corn 4/7/2008 Lanza, Heather From: Chic Voorhis [cvoorhis@nelsonpope.com] Sent: Thursday, April 10, 2008 8:51 AMT To: Lanza, Heather Subject: RE: Clarification V� A\ N " �p Heather, Y Av�YVIS The $800 was for the review that NP&V con ucted resulting in the written report. _1 We were 'a attend several addition meetings that were not included in the original esTimate;so.these were bi ed in the amount that totale 1470: at Finnegan and Kieran kept having me come out for special meetings with the applicant, Jim Bunchuck, a ers of various Boards. _ Wes ou proce ss a itional services that are requested by the Town, that are beyond the contract services. The current$750 estimate is to review the submission that was just made in response to the prior memo. Please let me know if you need anything else. Thanks, Chic Charles J.Voorhis,CEP,AICP NELSON, POPE & VOORHIS, LLC _ . V �iLNTAt - 'LANN.NG • (ONSULIIN(, :hslr- an Gnarl cvoorhis@nelsonpope.com From: Lanza, Heather [mailto:heather.lanza@town.southold.ny.us] Sent: Tuesday, April 08, 2008 2:17 PM To: Chic Voorhis Subject: Clarification �y 1 Chic, +�rf On Peconic Recycling, I collected $800 from the applicant a few months ago, which I assume was the original estimate. Now 1 have a bill for$1470 in front of me for this project. Does that mean that the difference is the amount we went over in terms of the origiriffT es7imate? I'm just making sure I have this straight. Also, 1 received an estimate from you for$750 to complete the Part III review. Am 1 correct in figuring that the $750 is not included in the bill dated 3/31/08? Thanks for confirming and clarifying it. Bruno is out this week and the applicant is looking for answers. Heather Heather Lanza, AICP Town Planning Director 53095 Route 25 P.O. Box 1179 Southold,New York 11971 t Lanza, Heather From: Chic Voorhis[cvoorhis@nelsonpope.com] Sent: Friday, March 28, 2008 6:34 PM To: Lanza, Heather Cc: 'Kathy Eiseman' Subject: Peconic Recycling and ex Heather, Our accounting department is sending several invoices for work done before your email that everything required pre- approval. They are for Peconic Recycling$1,470.00; and Warex$4,235.00. We did quite a bit of work on each as you know. I received the EAF Part III on Peconic Recycling. It is very "thin". I would estimate at cost of$750 to review this and prepare a letter of review. I would expect that additional info may be requested, but will determine that in the review. Please let me know if this is sufficient or if you need a separate proposal. If you need a written proposal, please call Kathy. Thanks Chic Charles J.Voorhis,CEP,AICP N!o] mg ,,,barn„ NELSON, POPE &VOORHIS, LLC ^[.L;N I'I ANN IW. COV° A(.. cvoorhis@iielsotipope.com .....,7A 1 ■ ■ DAA ■ ■ DiGiovanni and Associates Architects 26 pr4ston avenue sea Cliff, ny 11579 �'16)75;7138 73624 fax e-mail Dsn.com s October 20, 2014 Town of Southold 51375 Main Rd Southold NY 11971 Attn: Heather Lanza Re: Peeonic Recycling 560 Commerce Drive Cutchogue, h Dear Ms. Lanza In response to your email of 1011412014, All comments have been addressed on drawings Sp-1 and Sp-2. The following are answers to question/comments from the email item#3 a- The relocation of the truck scale is required for safety procedures and operational efficiencies b-Containers and truck parking to be stored off site as per current practices; c- The original approved plan indicates 28 required and provided parking spaces. The revised plan indicates 28 spaces. The actual required spaces including employees and visitors is I 1 d - The landscaped coverage has been decreased by the addition of a drive aisle at the rear of the building. This drive aisle is required for safety and functionality throughout the site. The remaining landscaping has been increased as to quality and planting density. As noted above,most of these items are addressed on the amended plans. Please contact me with any questions. Respectfully Submitted, s�=£QFC`f{ D aia n Idprna in yaps vRdwcd 4 1.1014 PARKING . ■ FUTURE GR055 a AGGE55 A15LE PROPOSED PROPOSED LEGEND Req'd = 28 spaces 10' x ED DEEP FUTURE CRO55 10 cD x 8-O DEEP App'd 2008 plan = ,25 spaces DAA DRYWELL TOF DEEP DRYWELL TOF +43.0 AGGE55 A15LE Proposed = 28 spaces ■ p� 6'-0" HIGH CHAIN LINK - - PROPERTY LINE D i G i ova n n i & ASPHALT GONG. 20'-0° FENCE Al OPAQUE VINYL 20'-0.. GONG. A5PHALT PROPOSED 6" CURB P GY T (TYP) I LANDSCAPE COVERAGE Associates 20'-0 25'-0" -- --- --- - - -- - EXISTING CONTOURS ■ 20'-4' 26'-0.1 -0" ;� TO 42. Recto = 35% = 120,000 Architects ------------ \ /-TG 42.5 � 50 .0 33 -- PROPOSED 6' 0 SDR 60 0.35 = 42,000 N 4q°L2'5q' E BG O _ _ _ _� _ _ -r7 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,_ App'd 2008 Plan = 029 - - - - - - q p Ai / i� `� 120,000 (0.2) = 21,840 (( 11 / �, ik CB � i ► GRAVEL/LANDSCAPE DRAINAGE Proposed Landscape Covera a 26 preston avenue �,� ,�-- At TOF E "`-_�' (q) 10' 0 x 16' DEEP RINGS = 151-70/120,000 =p12.65� 9 sea cliff, ny 11579 \ 15 TOF r , . PROPOSED , ► I \ EL.+4 GB `" PROPQ5F-D i i ► ► +41.7 / r �- (516) 671 - 3624 i `� R R GONG. DRIVE,_G ► ► d G E� , , 5 o `�,_r�; - - ., _ - ,--� 'T F ) U) o A fax 516 759-7138 yp ► ASPHALT DRAINAGE ) 9i 0 AISLE�`-�-' - - Al - "� ' ( ) 10' i _ _ - - i i x 10 DEEP RINGS � 6 '-------------- z J -J----------- s i ---- ---------- -----� --------------- --------- --�-1TC 4 -- --- .;, SDR 60 TYP ► O � 74 �I 200-O BG 43.3 ► R ROOF DRAINAGE � _ � 13-130 � } �Q� SDR O (T� � � �' •.. ..:..�I ' , Ek. +43.4,-- 40 (11) 10' 0 x 8 DEEP RINGS ' o BG 42.5 .-, 443.4 A �' R ■ �� R �' SEPTIC SYSTEM " TOF EL��-'� � _ _ i a`--�; (4) 10' 0 x 8' DEEP RINGS , +42.5 _ _ - TO 45.0 ASPHALT EL. - - - - - - _ _ _ BG 42.5 _ i i G PROPOSED CONCRETE DRIVE DRAINAGE n ' SURFACE +43.4 >_ " ' (2) 10' (P x 8' DEEP RIN05 i - ♦ FLOW ARROWS ISSUE D O 0 \ i o i LL n .�] POLE MOUNTED FIXTURE 14' HT. SINGLE ff i - GRAVEL FIXTURE ON 2'-6" GONG BASE D i _ 5URFAGE O i ►.i._ ' 42.1 EXIST. SPOT ELEVATION. s # r- n + + EL.Iq.68 ELEVATION. G O i TO 42.5 TOP OF CURB ELEVATION i @ 6-O HIGH CHAIN LINK BC42.0 BOTTOM OF CURB ELEVATION 0 'l,`� / / ��®P®SED t 5T®RY LJ� LD N� / \ FENCE Al OPAQUE VINYL A OL \ ,-- TOF EL. PRIVACY INSERT (TYP) o o FENCE o / OGGllPANGY GR011P F-I ' \ , +41.7 3 TOF EL. CONSTRUCTION GLA55 2b - SPRINKLERED , o - (� WATER / AREA = 3.2,000 s f t. \ , \ \ TO 45.0 GB O PROPOSED � I O f�0 / \ \ BG 42.5 GATGH BA51N rn 5042.5 tG 43.4 \ \ n i bC 42.5 rn - --I-_--- - _ T.O. FIRST FLOOR --- --Y- EL. +43.5 , \ PRAINA E GALGULATI0N5 WATEK, TAP `; I \ TOTAL PROPERTY = 120,000 5q/rt LOCA ION 1 \ / \ GIRAVEL AREA = 53,520 5R/ft BE VE IFIETOD fl / ' ` \ I ROOF AREA = 34,205 sgft 45'-O"\R.Y. A15PHALT SIDEWALK AREA = 11,205 s /ft A / , O A ; \ LANDSCAPE AREA = 15,110 sq,/ft (excluding new cont. drive) < ,\`�'J \\ \ PI 'CH PROPOSED NEW GONG. DRIVE = 5,g00 sgft TOF E L. \ \ rn v +42.0 _ \ R \\ GiALCULATION5 BASED ON 2" RAINFALL TG 43.0 , \ G6RAVEL = 53,520 sR/ft x 0.167 x O.qO = 8,044 ru/ft REQUIRED 66 42.5 cn ; \ ROOF = 34,205 sc�/ft x 0.161 x I = 5,111 Gu/ft REQUIRED ; TOE 2 A,5PH/SIDEWALK = 11,205 sc[/ft x 0.I61 x 0.610 = 1,684 cu/ft REQUIRED LU o BG 4�.6 I L�AN05GAPING = 15,110 sq,/ft x 0.16-7 x 0.30 + 760 cu/ft REQUIRED QIn I EL I PROPOSED GONG. DRIVE = 5,g00 5R/ft x 0.161 x 0.415 = q36 `'� ►n rx 3 Z TO .4 I EL+43.4 ♦ ♦ ♦ i (I)) 10' (P x I' RING = 68.4 cu/ft 68-5 F.Y. � EL. � +► +' +43.4 I ASPHALT Q i ► +43.4 �-�. ,'_`� I ,• �� -��--� SURFACE o b o , o r R ' SDR boo TYP -�, R :\ \ R ; o R ; I G'�RAVEL = 8,044/68.4 = '.17 lin./ft ll5E (8) 10' x 16' DEEP POOLS = 128 LIN. FT. _ -,• (TYP) R(OOF = 5,111/68.4 = 84 lin./ft ll5E (II) 10' (P x 5' DEEP POOLS = 55 lin./ft k5PHALT/51DEWALK = 1,684/68.4 = 25 lin./ft ll5E (3) 10' 0 10' DEEP POOLS = 30 lin./ft p 0 ; O ; O 1 \ _I \ / I L�AND5GAPE = 760 / 66.4 = II lin./ft ll5E (1) 10' (P I6' DEEP POOLS = I6 lin./ft FUTURE TRUG� WASH PAD TO 42 ; %,o 1N \ Al OIL-WATER SEPARATOR PFROP05ED NEW GONG. DRIVE = 836/68.4 = 14' ll5E (2) 10' x 8' DEEP POOLS = 16 LIN. FT ?s BG 422 ; 1 `� M \ SYSTEM I O O I \ -O" H 5H CHAIN LI K ; \ / I / GRAVEL FENCE / OPAQUE INYL ((� �� -'� SURFACE TO 43.0 PRIVA Y INSERT (T P) %, ♦ p/��e� SANITA \ _ - - _ \\ // _j BG 42.5 i I OCT r � �� + ry NITAR , _ _ - C ENERAL NOTES ' \ J, 0 \ \o ILL i O Q \ /\ Q I All requirements specified in the code shall be adhered to as if they were called for or \ / \ V shown on the drawings. This shall not be construed to mean that any requirements set 0 0 / j / \ I i forth on the drawings may be modified because they are more stringent than the code \ 000 . 01 TOF EL +412 / I / \ PROPO ED 6 HIGH requirements or, because they are not specifically required by code. 0 a2a.2014 Revised I Truck Scale 1 �` _ / GONGR TE CURB Location, Relocate parking, Revise curb TOF EL +40.5 (TYP UON) - _ _ / \ (TYPIC L) Gonttractor shall obtain all necessary permits and arrange for all inspections as required and tree location rear of property, TO 42.3 �n ,�' .'- �' -` �� ' ` ` I / \ i b a� ro riote building de artments, health de artments, etc.. Certificates of occupancy, add conc. drive aisle a drywells BG 41.8 •_ R 60------- -_� 6.. �, 6 6 . 6 , i 6.. y pP p 9 P p p y __ - '-- -'-_ • ---- • I / \ ' under"riter's certificates and updated final surveys shall be obtained by contractor and ►� , OR 60 ; DR 60 `� • , DR 60 `� ; OR 60 `� ; OR 60delivered to Owner prior to final payment. , R E V 1 5 1 O N 5 � TRA IG FLOW (typ) m / I �`� TO 42.5 1 All iNork within the R.O.W. shall be in accordance with the standard details and /� i '♦ Qj / \ speccifications of the Suffolk County Department of Public Works or, NYS Department of THESE PLANS ARE A INSTRUMENT RI SERVICE AND ARE THE d1 / S"�s,, BG 42.0 PROPERTY OF THE ARCHITECT.INFRIN6EMENT5 WILL BE / a� Tramsportation Contractor, shall secure required permits. PR05ECUTED. :' EMPLOYEE ' 6C" PARKING Any and all questions concerning detai 1 ing and construction should be brought to the CONTRACTOR SHALL VERIFY ALL FIELD OONDITION5 AND II ' TG 42.3 'Py attention of the Owners Representative. DIMEN51ON5 AND SHALL BE RESPONSIBLE FOR FIELD FIT BG 41.8 ��j / / O `�` I AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE \ T EL. Gonttroctor shall not scale the drawings; any discrepancies shall be reported in writing to ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR � +40. the architect For GlariFicotion. NE6LEGTONHIS PART. 0 . 0 Cl/l/ TG 41.q �V� / , �•s 0 � BG 41.4 S'pJ / - � � "`__,� I \ r - - _ _ - _ '� Actuual conditions conflicting with proposed shall be brought to the Owner,s I \ I F TURE TRU ALE N - 2 I 1 _ _ _ - - _ _ Reperesentative's attention. (10'-0" X "15'-019I 1 13 Peconlc \ i Genneral contractor, shall coordinate the construction schedule with the owner prior to the Lf) I \ I 1 / - - - - - - - - - TO 41.6 \ TO 42.0 I storrtofwork. \Q 046- BG 0 41.1 41.1 \ BG 41.5 Recycling BG � i All eexisting conditions outside the property line shall remain undisturbed unless noted i hertein. ` GATE NUMBER 2 0 v O (50'-0" WIDE SLIDING 0 \ All ►utilities outside areas where grading or, paving is taking place shall be left 560 Commerce Drive 0 0 0 GATE) 0 \ i Q undi:isturbed. � i N So, 0 O Locaation of existing utilities and sanitary and drainage facilities shall be verified b _ _ - - - - ° ♦ - - - - - - - - - - \ - - m g. '�`� g y Cutchogue, NY 0 - - - - TO 41.1 conttroctor prior to installation of new work. The contractor, shall verify by test hole prior 11 (f 11 11 BG 412 0 (( 11 32024' to s5tart of work, the location, invert elevation and size of all existing Facilities, services 5 4q L2 y I and stubs to be connected to. o o REV1510N TO AFFID 0 0 / All disturbed conditions noted to remain shall be r-epoired by the contractor to original 0 / ,� conodition at his expense. SITE PLAN ' Gonitractor shall stoke out all work For approval prior to installation. 6-0" HIGH CHAIN LINK FENCE W/ OPAQUE VINYL All ►work must be done by mechanics or workmen skilled in their perspective trades 6 must PRIVACY INSERT' (TYP) r, be cdone in a workmanlike manner. GORPOTE R O �'� � O 11/26/2013 NOTE Thrcoughout the construction process the contractor shall maintain and keep all water From � S P This revised site plan is For, the purpose of illustrating approved changes to ponading, accumulating or draining into the building. All grading shall be away from the DAT E the original Approved Site Plan with approved stamp dated 8/18/05. All builcding and terraces and towards drywells or drains as in a manner towards natural Y approved changes are so noted on this revised plan. The Approved Site draIiinoge flow. A5 NOTED 1 S I TE FLAN Plan with approval stamp dated 8/18/08 remains in effect for all other OF details, 2 details r that are not specifically noted as a change on this revised plan. All The; disturbed areas around the proposed work shall be graded smooth, with a minimum of 5 G A L E 20.-0" approved changes are noted as proposed or new (Excluding Bldg.) 2% pitch away form walls and sodded. Grades and pitches shall not exceed 3:1. DRANO''BY A5 GHEGiGE0 BY 00 LANDSCAPING SCHEDULE PROP05ED LAND50APING DAA ■ ■ 5YM QTY COMMON NAME BOTANICAL NAME HEIGHT 5PACING BT 6 BEECH TREE FAC-U5 GRANDIFOLIA 7' TO q' A5 SHOWN p i G i ova n n i & OT 4 OAK TREE QUERCUS ROBUR 7' TO q' A5 5HONN BN 4 BA55 WOOD TILIA AMERICANA l' TO q' A5 5HONN Associates MT 4 MAPLE TREE AGER D15TICHUM 7' TO q' A5 SHOWN 20'-4^ \ LT 3 LINDEN TREE TILIA 7' TO q' A5 SHOWN Architects \ AB 176 EMERALD ARBORVITAE AHUJA OCCIDENTALIS "EMERLAND" 4' TO 6' 4'-0" N 411 01 21591 E 55 AZ 40 RED AZALEA AZALEA HERSHEY RED 4" TO 30" 2'-6" • _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FA A5 REQ FLONERINO ANNUALS N/A 6' TO 8' 6" I it GH 26 COLUMNAR HORNBEAM CARPINU5 BETULU5 7' TO q' A5 SHOWN 26 preston avenue Q EG II EASTERN RED CEDAR JUNIPERU5 VIRGINIANA 4' TO 6 A5 SHOWN sea cliff, ny 11579 �`\ r \` ♦� \` ♦` ALL PLANTINGS SHALL BE SURROUNDED BY MULCH (516) 671 - 3624 I \ Q ♦,_ `.� — — L A N D S G A P I N O KEY fax(516) 759-7138 Nt q ,n / .200'-O" 13-150 OAK TREE BA55 TREE �; t ' I - - \ — _ MAPLE TREE LINDEN TREE I I Qtr' I 15SIL) E0 O i � � I BEECH TREE ® ARBORVITAE I \ I -i�♦ PROPOSED I STORY 5ll LDING _ P` / ' OGGUFANGY GROUP F-1 \ O EASTERN RED CEDAR 0 RED AZALEA / , O 3 GON5TRUC-MON GLA55 2b - SPRINKLERED , \\ • ,,' / AREA = 32,000 STREET TREE TO BE COLUMNAR REMOVED HORNBEAM rn I T.O. FIRST FLOOR \ 1 - - --- ---��---r-----4------ - I NATEK TAP LOCAf ION TO BE VE IFIED (� % O / \ \ < M y I \ I R 1 i 1 -25'4.0 \ 200'-O" EL. i I 68'-5" F.Y. ,-1`♦ EL. I EL+43.4 +43.4 i I +43.4 / ��-------------I R �L-----i------� R -------------a R �L---------------�� R ---------------� I �Yr 6+ i-� 1 \ '-�♦ LL OCTA 2Pji4 \ V I v , i 0 I ' \\ � ( / \ 0 0 \ , / \ 0000 a2a2014 Revised I Truck Scale Location, Relocate parking, Revise curb I • r-------- } and tree location rear,of property, add cont. drive aisle 4 drywells ---- ---- ---- ♦�_-,� .�_,,� ♦`_-'� _♦`-:•'� 1`•_-•' ♦�__..; 1 / \ I R E V 1 5 1 O N 5 u L — — — ' , ' / I\ ♦`�� i THESE PLAN5 ARE AN IN5TRKNT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINOEMENT5 WILL BE ' `�♦ EMPLOYEE PR05ECUTED. PARKING CONTRACTOR 5HALL VERIFY ALL FIELD 6ONDITION5 AND DIMEN51ON5 AND 5HALL BE RESPONSIBLE FOR FIELD FIT \ / / �♦` -` I AND QJANTITY OF WORK.NO ALLOWANCE SHALL BE MADE / \ ♦` ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR s IVO 000 • ; I 6L CT ON H15 PART, I � I Peconic m °o � � - - - - - - Recycling- I X§1 0° 0 0 . 0 - ° ° ° �0 0 ; ry 560 Commerce Drive _ _ _ _ _ _ _ _ m Cutchogue, NY •� moo, � - - - - - 5 4q I2 (( �� X11 0 0 (� 11 32024' o �� 11 REVISION TO APP O 00 00 LANOSOAPE PLAN 9 G O R P 0 �A T E R O �',� ' ° cti� ' 11/2b/2013 DAT E P =2 NOTE A5 NOTED I I �� -"��/�_�� All street trees are dead, -2 Jam- OF � [ `/ dying or, damaged 4 to be s r-A L E 20'-011 removed DRAWN BY A5 rC-HE;;Ep BY 00 nASPH&T n n JI HPlc�aa�RETE. op H H (I�� 5) H I I E I (ROac.le� I I F . PITal FLOOR RECYGLACtES G & D DEBRIS TIPPING AND SORTING AREA I I G & D DEBRIS .._......__.... ..._.-___ ........._.._.. i..___ _............ ......_.......... STORA6E AREA # 2 I (kd-d" X bd-O') I I I.tJLOADING AREA -- • (V-0-X 4d-d) I I I (kd-d' x ...._. .___.._. __. ...... _ ----------- IL---------J ` --- L I �NAONSE--� .........__....-.._ __.... _...._... YD ............... .......... DEBRISRESIDUAL .-._<_ ........ ......... ........_. ........ . . ...__...__.._.. ..._. ... ..._.._ ... ...._ ._ ._........_... - ._ 5TE STORAGE AREA I _._. ..,... ST REA aa'-d' x 58'-d) ————— _� I 1 PROPOSED -111 t BUILDINGS i J WLPIW AREA: I DESK, AND DlrW-7 ARREA PROPpFFE1,FT I .(54•-d" X 65•-d� PITL11 FLOOR 6:�:y MITI H fiR-MR 5L"AGE TE STORAGE AREA IL----- UNAUMORIMP AND HAZARDOUS r-- WASTE ST AREA (a -d X I°` ) __ PLANNING DESIGN & PERMITS -----------Ir---------- III I II Ii -----J I I I _ZE..��..=E:::. _ MICHAEL D UNN, R.A . Ma, '�- I 1981 UNION BLVD BAYSHORE, NY 11706 I II FLOOR of HOSM Services _ _ I IOitt7oaaty�l (631) 665 9619 FAX 969 0115 REGYGLABLES I MSW TIPPING AND I I MSW DEBRIS hr r Thaw, Family • sroRAGE AREA # I .SORTING AREA UNLOADING x zd-d) I (ao-d" X bd-d) I I AREA *ENVIRONMENTAL COMPLIANCE *PETROLEUM SPECIALISTS d (4d- ' X bd-d) NO.—CIO-13- O0� OI aft) *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING KING&5I6N H H I IIIlEII1 } w �" H GARwARD H METALS .E WITH NYSx �H pb x IS)H(16 x Ian I I ( ! ' bave ilm ge rwkwed neral 64nmO with SUN& H H _--------- 1_— - ` �t o.EWth get k89 stal�datda► Mating to water .. tqp ljf and sewage disposal. Reperdlese of any omission.:. __... PROP. - irolMllli iws or leek of detail, wasonetioa is rt*&W to b. wPEGONIG REGYGLING CENTER 4 TRANSFER STATION � Loa�ERS w. OFFICE a with the shed peen* conditions and aw icabM • 860 COMMERCE DR11lE f 2,9 SF. U7 Sf. 2� SF. �Av. GUTGHOGUE, NY 11x35 lF sa FT �,U 190 waived by the Department.This appmval 5I.a oep� �fiS m the approval uden este, "(W renewed. PROP. rr�.E. ✓ 2W SF. sF. y ,&, C PROJECT DESCRIPTION: SHEET DESCRIPTION: I6-d'° ° I �� W-0-* _-W SANITARY 5Y5TEM �FAQ ( Q ) LC Lr� IL I I AUG 3 0 �i3 Unauthorized dd tionrlto dthis plana s as ' N 1 f ! g d i I IL the INeIw York Sttate Ed Cation jE PA Low. Copies of this plan not bearing.the professional BLDG.DEPT. engineers inked seal shall not TOWN OF SOUTHOLp be a valid true copy. �( TAX MAP# - - - i t�iA1MTA�Y� nc>x A�� 1000 ct5 2 5 K. R PLAN � �� ,��t� ,�b�t- t�, �`O SCALE: WALE- i . �o-o 5 " �" _ ' * AS I ND I GATED ry p 101 W M Mg! DWG.#: _ 050201 VlhlW Lh*s) MUST Be Inspe oWd By The v7 ~ ` , 5m DRAWN BY: CHK'D BY: Suftk County Dept. Of Health Se3rvices. _ hq ' &FH GWG CaV 852-5700,48 Hours In AdwWw, O DATE: SHEET C1,® 4/23/1 IAIIAI& .4 A SANITARY D15P05AL 5YSTEM OFFICE 2,115 x .06 GPD = 127 GALLONS 3 WAREHOUSE 32,000 x .04 GPD = 1,280 GALLONS o I I I I TOTAL ESTIMATED FLOW = 1,407 GALLONS 1 POP. DENSITY ANALYSIS g - -- - - Ns x 2A�PA8 4TY Mer<T z �SE 6R NDWATER MANAGE IV 5 PT G T REQUIRED RED 2 DAY FLOW r y �` 1407 GALLO 600 C7PD/�}3,5(00 S.F. ALLONA�LE E /i„, 1► l PROPOSED SEPTIC TANK = 10' DIA. X 6' LIQ. DEPTH = 3,000 GALLONS COMMERCE DRIVE lu I111D I TOTAL AREA OF SITE = 120,000 5q FT LEACHING POOLS I20,000/A3,560 = 2.75 • i�I 275 x 600 CAPD- - 1652'9 OPD MAX DESIGN FOR FULL DAY FLOW - 1407 GPD y / �` LEECHING RATE = 1.5 GALLONS/SO FT/DAY R L/G 1,407 / 1.5 GSF/D = 138 / 31.4 5F/VF = 30 VF REQ'D f/ / 1, PROPOSED 3 POOLS (?i) 10'(P x 10' DEEP= 30' DEPOT LANE a ', .� J. V. -► I DRAINAGE CALCULATIONS: � TOTAL PROPERTY = 120,000. 150. FT TEST BORING BY: GRAVEL AREA = 53,587 SQ. FT �1// V A AGGRESSIVE ENVIRONMENTAL ROOF AREA = 34,205 50. FT < 5 T A P 45 YUMA LANE ASPHALT/SIDEWALK AREA = 10,4c12 50. FT �wr < i EAST (SLIP, NY 11-750 (631) 224 1680 ( N SITE ONLY) LANDSG P D 21,116 Q. FT 0 L/G DATED MAY 30, 200 7 ) * o Y , F7H Z®1�lf�l� D4I I�_ GALGULATION5 BASED ON 2" RAINFALL � I YSICAL LOCATION: I � I p p GRADE GRAVEL = 53,587 SQ. FT x .16 1 x .q0 = 8,054.13 GU FT REQUIRED MERCE DRIVE GRAVEL 1 ROOF = 34,205 5Q. FT x .167 I = 5,712.23 GU FT REQUIRED GUTGHOGUE, NY IIg35 ® � ) ASPH/SWK = IOAcI2 5Q. FT x .167 x I = 1,752.16 GU FT REQUIRED OWNER ADDRESS 34,1145F. LANDSCAPING = 21,716 50. FT x .167 x .30 = 1088 GU FT REQUIRED PEGONIG REGYGLING AND TRANSFER / BROWN COARSE SAND 80o WIGKHAM AVENUE R NOTE: �'/ I W/ TRACE OF GRAVEL (1) 10'0 x I' RING = 68.4 GU FT MATTITUGK, NY IIg52 / THERE ARE NO NE I GHBORI iJIG / 1 -- GOBBLES (SK CONTACT PERSON R ♦ WELLS WITHIN 150 OF '1 SUBJECT PARCEL GRAVEL = 8,054.15 / 68.4 = 118 LIN FT USE (8) 10'(P x 16' DP POOLS = 128 LIN FT ANTHONY DIVELLO ROOF = 5,712.25 / 68.4 = 84 LIN FT USE (II) 10'0 x 8' DP POOLS = 88 LIN FT (63U 2q8-8888 t L/G� -- ASPHALT = 1,752.16 / 68.4 = 26 LIIN FT USE (3) 10'� x 10' DP POOLS = 30 LIN FT ZONE NO GROUNDWATER LANDSCAPE = 1,088/ 68.4 = 16 LIN FT USE (1) 104 x I6' DP = 16 LIN FT LIC - ;' ENCOUNTERED TAX MAP INFORMATION TEST 0L II Sr-TM: 1000 - C,5 - 2 - 5 .i R/ L/G� I N.T.S. 1 R / �Y 3►p` I i ;1 ♦ �TM� i, i REVISION DESCRIPTION DATE llrjr' PROPOSED(3) 10' DIA XIIUJI-- 10' DP LEACHING RINGS REVISION AS PER SCHD 1 7/10/13 STORAGE FOR R PROPOSE.? 3,000 b-O." SN'p 5' Gt1AIN LINK (SPECIAL NarE:GALLON(10' DIAX 6' LIQ. PR CHAIN MAX DIMPSTER� FENCE W/ S-00'd�'3m" EDEPTH) 5EPTIG TANK -. ` ' I111 VI.OIAvALY sNLA�rS LP ` PICAL)b50% FUTURE EXPAN5110 _ 1 II 1 II II III _ 11 II I HOUSETRAP RINGS rI _ I I I I`_J 1 I`_J I I` _j ` J ` J ` -' `LOCATION ,� r -, r -� r r LP1 II 11 II II II II IIII 1 I AINEIt s�cZAGE1 ^ i_ I i I ' I I I I��'��O BE �o - - � L_J L_J�__j L_J L__j L_J'"__1 L_J L_ L_J�_., �_�L_J L_�PROPOSED VERIFIED 10.0' %)e FUTURE u�Rb GUr PRr�osFn 6' r MIN. '� y1c ♦ ,! I �j / FGR FUTURE ACCESS PL (.URb F I R E L A N E 'er^ - .. .. ... ♦ P� O ADJOINING L01' ALL RSDS .............. _...-.... ��JY/ - _. oZ � b Z GRAVEL d d' Ld % 20'-G' %" PAVEMENT, H H II MIN. 4 / / H H wow H I I / A / H HCONGRETE, H (I6' x IS) { _ . . .... 1 BRICK, NROCK,& 501I� N r t Lj : �6_x s) ---� I I ( i .. .. .. -.... ......... .. ............. ... ........... ...... .... .. ........._. .. �II w I I iS TEST HOLE LOCATIOhJ% - - -- --------- ----- --------- --------- ' � � ' Plrcn w ¢ 3 % ! I G & D DEbR15 TIPPING I I FLOOR ---------------- ___ -- . I J H f // i REGYGLA$LES SORTN A I; STORAGE AREA # 2 ANP XI 6d-O A UNLOADING AREA J d' � I I (461'-61' x 60-0") LO Li ter_ � .... ... .. _ _ ._.__ _ _ �/ I J ... O - --------- --------- _.. ...._..... - �E IPMSPONSE G & D DEBRIS RESIDUAL I LST GE AREA ORA -. .- .. :.-.: .. WASTE STORAGE AREA I 5'-d' X 5'-d' < . _ �r PROPOSED WATER LINE TAP B� 1 (aa'-d' x sa'-d') I r-------L-__--- --- PROPOSED UNDERGROUND LOCATION TO BE VERIFIED Lfile(s) In --- ELECTRIC LOCATION TO BE PROPOSED UNDERGROUND Of He181th SOMM- VERIFIEDiFfolKCounty Dept. I PROPOSED I ---------------------- - - --- TELEPHONE LINE LOCATION TO BE VERIFIED `'sl 852-5700,48 Hours In Advanm. j BUILDING j �I--I r � _.__. , c / MSW AND IG.�... _�.y� ! .• D , ..._............. ._._...-._-.-_.. - ...... . To$GhWU18 inSpe fion(S). I USE GROi,P 'r" BUILDING AREA: 1 DE6RI5 LOADING AREA +/- PROP.OP E.515' 1 (54-d' X 65'-d') FPrrCfl LOOR I 1 PROP05ED SEPTIC SITE PLAN r: I FU1Y IMPERVIOUS BOOR SURFACE l/ SCALE, I" = 30-0 MSW RESIDUAL ! I WASTE STORAGE AREA L------------- I UNAUrHORIZED AND HAZARDOUS r WASTE STORAGE AREA PLANNING DESIGN & PERMITS (S-O x 12--6) --------------J I II MICHAEL D �I1\ N R.A . WASTE LINE FROM SEPTIC TAD.IG SHOULD 1 II Iif ENTER THE LEACHING KIN65 A5 H16H A5 I I I �` I i' 1981 UNION BLVD BAYSHORE, NY 11`706 z I II 24"HEAVY DUTY CAST IRON z Q POSSIBLE FROM SEPTIC, TAN<,MIN. 6"0 24" HEAVY DUTY CAST IRON 1 I I PITC.FLOOR � Dep miof Health Se?view (6 31 ) 665-9619 FAX 969-0115 SDR 35 PITCH-MINS, 1/8"/I'-O" FRAME E LOOKING COVER TO I I I dforco�ction-otherTIIJiaII @Family FRAME d LOCKING COVER TO � (`I Q REGYGLA6LE5 MSW TIPPING AND MSW DEBRIS &RADE,w/'GASTIGHT'GASKET = 10" GONG.TOP TO SUPPORT m 6RADE,w/ '6A5TI&HT'GASKET STORAGE AREA # I SORTING AREA UNLOADING *ENVIRONMENTAL COMPLIANCE *PETROLEUM SPECIALISTS STANDARD N Q H-20 VEHICULAR LOADING STANDARD I (4d-d' x 60'-0') I I AREA j� f�� .� �/�(� (38'-d' x 2d-0'� I I I (4d-d' x 6d-d') CNo. ,I 0-' -0002. Desi Flaw O� 1"J REINFORCED GONG COLLAR m EL. 51.61 I.:.....f j. 2'-0" H GARD60ARD H METALSI� - - i Sd-d IN ACCORDANCE WITH NYS bG � i1 *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING 8" REINFORCED 2-O SIDE YARD SECTION II06 N N I I � plal�ne have been reviewed 1�0 genEfal C4nforinanCe with$uffoll[ IIAPIDIGAP PARKING& SIGN (16' x IS') (16' x 18') ....-...... C r::..�_--.__-_- partlmt of Health %r*w standards, relating to water CONCRETE LID. '• � 20" '• 20 . . _______ _________ ; omission- ENI REGYGLING GEN ER � TRANSFER 5 � J ` sewage r PGO G T T ON ` ADA 'I4"i:1 .e �: i7�'�7 L. 48 76 1 . . EL. 48.55 RAMP lP ,.......-'. ;„,: I PROP. tis:;:;,,�i. i sv and ay�g�e _icepyos_a-y Regardless o any om T T EL. 4 7.62 EL 48.03 ' or lack {li 7 bed � i rEQ111re(l p is l OFF I CE "� aMlotd�lnlloe �' 0 E] .._. ✓' /i 279 5 7 5 8 2 I ASF. LAV. �* the a _.. LUNCH LOCKER � Rjth ttached permit conditions and applicable 60 COMMERCE DRIVE FROM BUILDING,MIN. 6"� r F. 26 F. OFFICE AREA: t. v SDR 35 PITCH-MIN. I/4"/I'-O" C ( i, 1,140 sq Fr _ s�At ,uuMeaspecll callywaivedbythe�?epartment.Thteappt+ovnl GUTGHOGUE NY I IC'f55 1� � 1 LIQUID FLOW LINE. PROP FE O .SF. . . ,.- yleara 5»m the approval unless extended or renewed. D El 0-� REINFORCED GONG. _ * FurLRE GUzb GUr r ' 28a HALL '2-9 I � L P PROJECT DESCRIPTION: SHEET DESCRIPTION: U I �� OR FUTURE ACCESS a 1 I6'-d' I6'-d' 78'-9"' LEACHING RING I LU - NO GROUNDWATER PROPOc �_ LL LU TO ADJOINING LOT 1 EW SANITARY 5Y5TEM )Nsj b 15 ENCOUNTERED TOAsPHALF 20'-0" BELOW GRADE SURFACE I - PROPOSED IN • HIGH CHAIN LINK FENCE W/ Unauthorized It tion or OPAC�l1E VINYL I I Ipr-p" PRIVACY SLATS i N I addition a era BACKFILL MATERIAL TO BE AUG 3 Q LV1J addition to this plan is a (rYP) I v 9 d, violation of section 7209 of SAND AND COURSE 6RAVEL,� PROPOSED SEPTIC TANK a�' MIN.3'-O" AROUND LEAGHIN6 N r the New York State Education M PARING Labeariing1ethef professional of RING +/- 10'-0" 10'-0.1 I. 10'-O" i 61_DG. DEPT. engineers inked seal shall not ❑ I I I I I ( TW1hl OF>OUTHOLD be a valid true copy. TAX MAP# N � V � ` aR 1coo - Ci5 - 2 - 5 "f� + y �� PROPOSED LEAGHIN6 POOLS) Uj 'co l_ ;, to s �� SCALE: o z PROPOSED FLOOR PLAN a0. F �' � . A�5 INDICATED cc SCALE: 1 = 50'-0" Uj D WG. pit.,; a 050201 GROUNDWATER DRAWN BY: CHK'D BY: Water Lines) MUST Be Inspected By Thecoo , GFH GWG SuffW(County Dept. Of HeaM Ser*m. 9 "` � DATE: SHEET Celt 852-5700,48 Hours In Advisnoe, � 6 0 _ 4/25/15 NEW SANITARY SYSTEM PROFILE To Schedule tnspediocl(s). U: DWG #: AAM 1 50ALE: 1/4" = 1'-0" 7 DAA DiGlovan-nim Associates OR,ls tis �bn $me»ue Sao , ny, 11:579 &415)7 -113 ew "'Agm'kd0kimerce .. nve tc 0 ue ., Om u V- V '15 IS is IF W-7 V 0 19! a !a I lu i j 7RIJ�,TION ca.ASS2b - INKGMD'/,/ Y�TT N PLAN : MEA _,52 . +ul. ol, jF Of Use, s 4G . ?cx,ey GZc,sstllwalaft 506 Industria evroup r- 01 ----w - l5usirtcssl � Aa.c-essQry Offl;re 306.1 twodGrat4 Mcazc+rd to tr^iQ:l ga41 up 5�l .h fir^ 13 -, ► �: 01,og 4, ,acts 545 604roi lMefght d Area aItmttotla, Tabie, Allpr�re +leF height 41 buitdrne 505 �25 r / sP ar,d,� stems 5pb Aroa 1�a�il�axtiGm 506.3 I 'St" 5ptnklerod.:5Idg _ 500% trcroasre IWOMI 46,054* tval Mix building area s 54,2M st. amd I sty 54.,,205 c 46,500 - TtieW12 [, C. a � T f,, f ter" 6t .2 TI "boi Il -" , n- aribtlble p Tokft l =106 Re"o"Ista v e Ra,tings p T�pes I S 0 how- rattrtg frY4-off .40rrq�monts C . o o, Table 6= tow ori 00110, based an flro" se=t1lot, dfisttan x type its a: trvrr�trm .e adter4 titer► tit' sepcecttcwn ood less tom+ �?` � �I hoor- ' rotlmcl r�quinod for,7-- pe:e:upc� 49 50"-6" mitAtnu : sa arvtin prov.fdod, w-Woirk,: spa 104 Exterior awralfs � *704.64ri�4.$ Alioe�abl+e ata G01, opelnc; +silt r4tow; r� t % per, z tables '1040 Fire 5m ratle�n ttst�[racej = attlfir`thG�r1 5` to tC,� TODIe pa+ AM A*I16M—WT," "SO1 AVAR ttC '704.16 Footnote " bulldtn 3 who", ext*Hor'wafts=ear* "fit re 4"tt,� be, fir* Q. �.�ki ul FWM, 4F 1.`yry rGststoma ro",shall. #�}e/�porrmiitrtw��/a4/d to, .IY�r��'G� y1uI/nl�llfi�r�tt(tj.� ,, u�r��r�rt t�d11�oponli les : Vq/'I'041 mi separation' � 1 Vble, V�'If.+i� �fY.,Rll/tF�1�'d . o l dt1m 1 1 herof Y!1'llimited" uy/np�ro/tcciEad ap enings per ratted and provided; MMMMM �tt�t�1�'► lY�.t�aril it ,a It o 7a6 Ffro Barrs V. for . ar�a� G!!. est Ie roc into F" 134* i T D R 01clow R ol WR p �qy /� t rms oar. f � t ysr�.a�i ff WWW" wm .. .. IW�IIp�{I 111 ' .fired "- o trill "l` m T Lf�..I,Yt#�.r�r'RR W.W/f' .�.+lR .. ... l . CJ " uOM MWO TWOM l W X2.3 F-! to B 'w . _ be to flew fir^ ,�� v�►n*x�+eee C) 502.3 Accessory Vse shall "not be rea d tcY+ faro" d r, {0,p C} iaa�r"MIu a If "cscccss vey area does not, axed _._ p p . e�►,ra 4 =Poo f , t a 5200 =05�,. s�r•izsc,`I+� < 5,200 thOW000- C p meq .. i p. I OUIC tevng.e utr^ed If ftri~e as oreex ds 12=1 sf 4+� W?. ti �rcrovtdea GGR10olot A Te It o "A (� �e ICS " Meyens, 0 OO== �VIC Tables. Mo) tnum Floor, Area tam pant It7M2..2.20 ss/,p4 ufaont: K w vhOjs@' " WWWL'�Wlllll�il ■II�� IIIIIWI WIIY�IIIWIti\I�IllllrlllWW�III�IWWIIIWII . i a:aupeant - BRrsi"es* cameos Cute-hogue,NY Table evves WOW !i',,K7325 "/vice:wpan"t - 5'- " danr, fi decants" Actual peersgns per,3'-0" door, , " 13 l3 < race TbMM1cats IC3i5.I ,.2W.,' Mo* V avai' ditto' 'a with :a "tar'O toon l A tool x trams dlstCw4oa > 5 emef ice+:. LAN C'ood dnids - 2D`"maximum `i"f more thw"' one awt is, ncqutr�lse�i t elodf Ends x*r4dc TbOjNLfar� _ .11115,00# Aml SITE FL A 560 C c h N Y rk 11l. ... . .. .. .... ... �''��z1f1VS1L�Y.�11L•.SfJi ��, . .. �YYr � w olio P nnnnn nnnnnnnnnn nnUUUnnnnnnnnlln n nnnnn P nnnnn G nnnnnnuRANS nnnnnnnnn nnnnnnnUUnnnnlln n nnnnn U UApnI IIIIIIIIIilllllllllUlI UV � � � � Innunnnl Ilmuuuuuuuu� I UIUUUUUUUUUUUUUUI U �n U U u IUUUUUUU IUUUUUUUUUUUUUUI gIUUUUUUUUUUUUUUI U Vu U u u u U u U SIM/ . GOMMEROE DRIVE tln n n n nn C n nu nnD nonDEPOT LANE nnnl n�nl I uuu,III II II IIluuuuuu m uuuuuuu 0 M M I V Luu � uuu Nu uunuu u V u u0 u U U I ' C nnnnn G U T n nlN Y 1 I nnnm04 P I ni ni I u u uuuuuuuu �jjj uuu NOT TO SCALE nn nn n nn nnnnn nnl I n IIuuIIu III p u uul Nounll Inu Ou nu non n n ® I nnnonn i I I nmnlu 2-u. PHYSI C,4L LOC14t I ON- COMMERCE DRIVE GUTGHOGUE, NY 11935 nn uuuu uu0 Ouu011u n o n nn nnnnnnnnn n n Ou u 00 0 I III ^ �+�+ UIIIII IIIIIIIIINIIIIIIIIN OWNER /�IDDRE:�C� uuuuuuuuu PEGONIG REGYGLING AND TRANSFER 1111111 IIIIIIIIIIIIIIIIIII muu uuuu loon u u u 111 II III II muu i uuuu muuuuuuuuu uu 1 u u uuuu uu 1 800 WIGKHAM AVENUE MATTITUGK, NY 11952 CONt14Gt PERSON ANTHONY DIVELLO (631) 298-8888 ZONE LIO - - - TAX M14P INFORMATION Epmr4orO NEW *TOR< D PARTS 1� r O � R f ��UR �i1�D �"IF4R1� �& SGTM: 1000 - 95 - 2 - 5 1. NO SOIL SHALL BE REMOVED FROM PROJECT SITE. I� I� 2. A GRAVEL COVERED AREA SHALL BE SET ASIDE AT EDGE OF SITE TO POWER WASH I. GENERAL CONTRACTOR SHALL SECURE ALL SUBCONTRACTOR'S PERMITS FROM ALL APPLICABLE AGENGIES HAVING MACHINERY BEFORE EXITING SITE. JURISDICTION AND UPON COMPLETION OF ALL WORK. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS FROM 3. VEHICLES AND CONSTRUCTION EQUIPMENT ARE LIABLE TO BE QUARANTINED IF THE SOIL GOVERNMENT AND LOCAL AGENCIES INVOLVED PRIOR 70 FINAL PAYMENT. IS NOT COMPLETELY REMOVED. REVISION DESCRIPTION DATE 2. GENERAL CONTRACTOR SHALL RETAIN ONLY LIGE?i5ED GONTRAGTOR5 FOR PLUMBING, ELECTRICAL AND ANY OTHER TRADE THAT REQUIRES LICENSING. I REVISED LIGHTING/LANDSCAPE/PARKING 07/11/06 3. GENERAL CONTRACTOR AND/OR H15 SUBCONTRACTORS HAVING JURISDICTION SHALL GALL FOR ALL INSPECTIONS 2 REV PER TOWN COMMENTS 09/I�/06 OF HIS/HER WORK AND OBTAIN WRITTEN 516N-OFFS AS REQUIRED. .......................................................................................I.............................. .................. 3 REV PER TOWN 60MMENT5 11/30/06 ANY CHANGES TO APPROVED PLANS MADE BY THE CONTRACTOR SHALL BE HIS/HER RESPONSIBILITY AND ANY WORK 4. ARISING FROM SAID CHANGES SHALL BE THE 5OL1.:RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL - REVISED PER TOWN COMMENTS _ 08/29/01 REIMBURSE THE ARCHITECT OF RECORD FOR SAME. L,1.0. f ®I 5 REVISED PER TOWN COMMENTS 11/29/07 I NOTES 6 REVISED PER TOWN COMMENTS 12/13/07...... 5. FIELD CONDITIONS: CONTRACTOR SHALL VERIFY ALL CONDITIONS AS WELL AS ALL DIMENSIONS AND CONDITIONS --- -} I. THE PLAN SHALL INCLUDE THE PRECISE LOCATION OF ALL BUILDINGS, STRUCTURES, EMPLOYEE AND TRUCK PARKING, LOADIN6, INDICATED ON THE APPROVED PLANS. 7 REVISED LIGHTING As PER TOWN COMMENTS �}/q/13 UNLOADING, AND TRAFFIC, AREAS,- INTERNAL CIRCULATION, CONTAINER STORAGE AREAS, 5TORAGE FOR REGYGLING, AND> ANY OTHER ................... ........... ........................... ....................... ................................................................................................................................ ....................................................................................... 6. PRIOR TO BEGINNING WORK. ANY VARIATIONS FROM GONDITIONS INDICATED ON THE PLANS SHALL BE BROUGHT TO INFORMATION DEEMED PERTINENT TO AN ADEQUATE REVIEW OF THE PROPOSAL. THE ATTENTION OF THE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO WORK COMMENCEMENT. -� 2. A MINIMUM LOT AREA OF 120,000 S.F. AND THE RIGHT TO REQUIRE A GREATER LOT AREA, SUCH REQUIREMENT SHALL BE BASED ON COORDINATION OF WORK: THE CHARACTER AND SCOPE OF WORK ARE ILLUSTRATED BY THE WORKING DRAWIN65. THE SCALE OF OPERATION AS MEASURED BY THE SIZE OF THE BUILDINGS PROPOSED FOR THE SITE, THE VOLUME OF SOLID WASTE CONTRACTOR SHALL CAREFULLY EXAMINE ALL PLANS AND SHALL BE RESPONSIBLE FOR THE INSTALLATION OF HIS/HER HANDELED ON A DAILY BASIS, AND THE REQUIREMENTS FOR VEHICLE PARKING AND MOVEMENT OR A FINDING THAT THE OPERATION CAN WORK AND PROPER COORDINATION WITH ALL SUB-CONTRACTORS. NOT BE ADEQUATELY SCREENED FROM ADJOINING PROPERTY. -1. INSURANCE: PRIOR TO WORK COMMENCEMENT, CONTRACTOR SHALL DELIVER, TO OWNER, CERTIFICATES OF INSURANCE 3. A MINIMUM DISTANCE OF 400 FEET FROM A PROPERTY ZONED FOR RESIDENTIAL USE MEASURED FROM THE TWO CLOSEST POINTS OF FOR BOTH COMPREHENSIVE GENERAL LIABILITY AND WORKMAN'5 COMPENSATION SPECIFYING LIMITS, AS REQUIRED THE PARCEL BOUNDARY OR LOCATED WITHIN 600 FEET OF AN EXISTING RESIDENTIAL STRUCTURE MEASURED FROM THE IGL05E5T POINT BY THE LOCAL GOVERNING MUNI GIPALITIES. OF THE RESIDENTIAL STRUCTURE TO THE PARCEL BOUNDARY MIC AEI K. V UNN 8. LIEN WAIVERS AND SWORN AFFIDAVITS: CONTRACTOR SHALL FURNISH TO THE OWNER, WITHIN 50 DAYS AFTER 4. SUBMISSION OF A ROUTE PLAN TO INDICATE THAT TRAFFIC, GENERATED BY THE FACILITY WILL HAVE A MINIMAL IMPACGT ON REGISTERED ARCHITECT COMPLETION OF WORK, FINAL WAIVERS OF LIEN FOR ALL WORK PERFORMED AND FROM ALL SUBCONTRACTORS AND RESIDENTIAL STREETS. 1981 UNION BOULEVARD BAY SHORE, NY 11706 AND MAJOR SUPPLIERS. 5. PROVISION OF ADEQUATE LANES FOR VEHICLES ENTERING THE FACILITY. 11, QUALITY 5TANDARDS: ALL PROPOSED WORK SHALL BE PERFORMED IN A FIRST GLASS, WORKMAtNL I KE MANNER AND (6 31 ) 665-9619 FAX 969-0115 SHALL BE IN GOOD AND U5EABLE CONDITION AT THE DATE OF COMPLETION THEREOF. CONTRACTOR SHALL GUARANTEE 6. ALL SORTING, BAILING, PROSE551NCG, GRU5HIN6, AND SIMILAR INTENSIVE ACTIVITY ASSOCIATED WITH THE FACILITY, INCLUDING ALL WORK PERFORMED TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMAN5HIP AND MATERIALS FOR ONE (1) 5TORAGE OF ALL CONTAINERS CONTAINING RECYCLABLE AND WASTE MATERIAL, SHALL BE CONTAINED INSIDE A COMPL-ETELY YEAR FROM DATE OF COMPLETION OF ALL PUNCH L15T ITEMS AND ACCEPTANCE HAS BEEN CONFIRMED, IN WRITING, ENCLOSED BUILDING WITH AN IMPERVIOUS FLOOR SURFACE. FROM THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL BE RE51FON5IBLE FOR THE REPLACEMfENT OR REPAIR, WITHOUT ANY ADDITIONAL CHARGES, FOR ANY AND ALL WORK DONE WHICH MAY BECOME DEFECTIVE WITHIN THE SAID 7. OUTDOOR USE OF THE PROPERTY SHALL BE RESTRICTED TO THE PARKING AND MANEUVERING OF VEHICLES, THE WASH IING OF ONE (1) YEAR PERIOD. THE CORRECTION OF 5UGH DEFECTS SHALL INCLUDE, WITHOUT ADDITIONAL CH-IARGE, ALL VEHICLES, SCALES NECESSARY FOR THE OPERATION OF THE TRANSFER STATION, AND THE STORAGE OF EMPTY CONTAINERS. EXPENSES AND DAMAGES IN CONNECTION OF SAID REMOVAL, REPLACEMENT OR REPAIR WITH ANY FART OF THE WORK WORK WHICH MAY BE DAMAGED OR DISTURBED. ALL WARRANTIES AND/OR GUARANTEES APPLICABLIE TO THE MATERIALS 8. THE STORAGE OF SAID EMPTY CONTAINERS SHALL BE RESTRICTED TO LOCATIONS SPECIFICALLY IDENTIFIED ON THE (SITE PLAN. THI5 PERMIT ACQUISITION AND EXPEDITERS OR THE WORKMANSHIP ON OR WITHIN RESPECT TO THE OWNER'S WORK SHALL BE CONTAINED IN THE; CONTRACT OR EQUIPMENT SHALL BE LOCATED AND SCREENED IN SUCH A MANNER SO AS NOT TO BE VISIBLE FROM THE STREET OR AD>JOINING SUBCONTRACT WHICH SHALL BE 50 WRITTEN THAT SUCH GUARANTEE AND/OR WARRANTEE SHALL INSURE TO THE BENEFIT PROPERTIES. 1931 UNION BLVD BAYSHORE, NY 11'706 OF THE OWNER. (631 ) 665-9619 FAX 969-0115 a. ON-STREET PARKING OF VEHICLES, CONTAINERS, OR ANY OTHER EQUIPMENT OR MATERIALS IN ANY WAY CONNECTED YWITH THE 10. THE INSTALLATION OF ALL 51TE AND HIGHWAY IMPROVEMENTS INGLUDING EXCAVATION, BACKFILL A*P COMP ACTION FACILITY SHALL BE PROHIBITED. OF THE TRENCHES FOR SANITARY SEWERS AND UTILITIES SHALL BE SUPERVISED BY THE APPLIGANTF5 PROFE55IONAL **COMMN*COMMERCIAL S COMPLIANCE *PETROLEUM SPECIALISTS ENGINEER (LIGEN5ED BY THE STATE OF NEW YORK, OR A LICENSED LAND SURVEYOR WITH A -1205N CERTIFICATE) WHO 10. WHERE FEASABLE, TRUCK LOADING AND UNLOADING AREAS SHALL NOT FAGS THE STREET. *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING SHALL SUBMIT A 516NED AND SEALED LETTER TO THE TOWN OF RIVERHEAD STATING THAT THE IMPROVEMENTS HAVE BEEN MADE IN ACCORDANCE WITH THE SITE PLAN AND INSTALLED TO THE APPLICABLE NEW YORK STATE, SUFFOLK II. ALL TOXIC AND HAZARDOUS MATERIALS SHALL BE PROHIBITED. COUNTY OR TOWN OF RIVERHEAD SPECIFICATIONS. THE CERTIFICATION SHALL ALSO APPLY TO THE PROP05ED ROAD OPENINGS ON EXI5TIN6 STREETS. SAID WORK ON EXISTING 5TREET5 SHALL INCLUDE TRAFFIC MAINTfENANCE AND THE 12. THE MAXIMUM HEIGHT OF THE FACILITY SHALL NOT EXCEED 35 FEET � EfR PLACEMENT OF TEMPORARY AND FINAL PAVEMENT. ��I� �� '�I N� ��N�� 13. A MINIMUM OF 20 FEET OF LAND5GAPEID BUFFERS, INCLUDING STREET TREES, SHALL BE PLANTED AND MAINTAINED AhLONG ALL 8(oO COMMERCE DRIVE II. ALL EXISTING LEACHING POOL5/DRYWELLS, THAT ARE TO BE MAINTAINED, SHALL BE GLEANED AND INSPECTED. STREET FRONTAGES. LANDSCAPED BUFFERS SHALL BE ENTIRELY LOCATED WITHIN THE SUBJECT PARCEL BOUNDARIES. CUTCNOGUE, NY 11935 12. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL. BE 015P05ED OF 14. A SIX-FOOT HIGH FENCE SHALL BE INSTALLED AND MAINTAINED BEHIND SAID LANDSCAPED BUFFERS. FENCE COLOR: AND 3 IN ACCORDANCE WITH ALL LOCAL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APF, GABLE GOIDES. MATERIALS SHALL BE APPROVED BY THE PLANNING BOARD. Q {� ((� PROJECT DESCRIPTION: SHEET DESCRIPTION: 10 13. ANY BROKEN OR HAZARDOUS SIDEWALK OR DRIVEWAY APRONS OR CURB ADJACENT TO THE SUBJECT SITE SHALL BE IL 1�-- �- °I:' NEW FACILIT' COVER SHEET N ENT STANDARDS. REPLACED IN ACCORDANCE WITH CURR15. HOURS OF OPERATION SHALL BE DEMONSTRATED BY THE APPLICANT TO BE LIMITED TO MINIMIZE IMPACT ON SURRODUNDING gi i 11 PROPERTIES. h� APR - 82013 14. NO SPEED BUMPS ARE PERMITTED ON SITE. _m.._.�..- ,, Unauthorized alteration or 15. ALL DRYWELLS AND GATGHBASINS SHALL BE PREGA5T, WITH PRECAST OPENINGS FOR DRAINAGE PIIPE(5) AND SHALL - addition to this plan is a r ;�;,,• violation of section 7209 of 3 the New York State Education CONFORM TO SUFFOLK COUNTY STANDARDS. Law. Copies of this plan not 16. ALL PARKING AND PAVED AREAS SHALL BE REGULATED WITH POURED CONCRETE GURBIN6 IN ARE*5 WHERE GARS bearing the professional ARE PARKED PERPENDICULAR TO PROPERTY LINES $ BUILDIN65. THE CURB SHALL BE PLACED A MIIN OF 5' OFF THE engineers inked seal shall not be a valid true copy. Z PROPERTY LINE AND/OR BUILDING. CURB SHALL BE PLACED IN ALL PAVED AREAS TO PROTECT PED>E5TRIAN TRAFFIC. ��' n`P " TAX MAP# } 1000-95-2 -5 17. ALL SITE PLANS MUST COMPLY WITH ALL PROVISIONS OF THE CODE OF THE TOWN OF OYSTER BAY, BUILDING ZONE SCALE: ORDINANCE OF THE TOWN OF OYSTER BAY. 45 NOTED w IS. ALL SIDEWALKS AND STREET CURBS, ETC. ARE EXI5TINC, EXCEPT WHERE OTHERWISE NOTED. DWG.#: 4550C,1,4TE 050201 s Iq. COUNTY PERMIT IS REQUIRED TO CONSTRUCT GURB5/SIDEWALK. ; €,R; ; �� ;+ DRAWN BY: CHKD BY: �_..: �` 1-1,4,4 GWGF 20, REPLACE ALL NON-APPROVED CURB GUTS WITH STANDARD COUNTY CURB, TYPE "G"; REPAIR ALL D�EPRE55ED, CRACKEDX DATE: SHEET OR MISSING SIDEWALK AND GURB5. 08/29/07 C S rw G.#: 1 OF 7 3 T Li X STORAE FOR APPROXIMATELY 30 DUMPSTERS PROPOSED S' HIGH CHAIN LINK SPECIAL NOTE: AREA MOST LIKELY TO BE EMPTY. FENCE w/ OPAQUE VINYL PROPOSED MAX DUMPSTER SHOWN FOR APPROVAL OF OUT DOOR STORAE) PRIVACY SLATS (TYP.) 8' CHAIN LINK 352.P 9' F=ENCE W/ - - - - - - - - - - - BOARD OF APPEALS SITE DATA 5 OPAQUE VINYL PRIVACY SLATS Iv I I 1 ..................._„ I i ! Zd-d' L 1 O LONE i i I 1 (TYPICAL) I I I I I I I I I I I I I I I I I ;I �t I I I I I I I I I I I I I I I PROPOSED USE OF STRUCTURES: TRANSFER/RECYCLING FACILITY Lft 1 II 11 I 11 11 11 11 II 11 II II II 11 II II 11 1 ! L-J L__ _jL-J L- _jL-J L-J L- L__ _jI I j ..:.:'-...... .I EMPLOYEE TRUCK , ! LOT AREA I I I I I I I I I I I I I I I I I I r--� r--� r--� r--� r--� r -� !-- r-� i i ....:..::.::::..::.ki PARKING � 120,000 sa. Fr TAINS S AGE ARE I 1 1 1 1 I I 1 1 1 1 1I 1 �ON iIz l 1 1 1 1 I I I 1 1 I I II P05ED COVERAGE ...... .... .... L- _ LL-� L-J L-J L-J L--J L-_J L-J L-J L-J L-J L-J L-J L-J L-J J 1 i ;� ! I ! i _ ...... -- i PR POSED BUILDING: 34,200.0 50. FT = 28.5% 61TE A PROPOSED 6" lzs >- ! PROPOSED GRAVEL AREA: 53,519.60 5a. FT = 44.6% COMMERCE DRIVE FUTURE CURB GUT P.G. CURB q� I i I j PROPOSED ASPHALT/SIDEWALK: 10,414.51 50. FT = 8.7% FOR FUTURE ACCESS I FIRE L A N E TO ADJOINING LOT TRUCK I q ! 1d-O"' I PROPOSED LANDSCAPING: 21,805.8950. FT = 18.2% i3ALLARD6 PROPOSED SETBACKS 3d-O' • PROP05ED PEPOT LANE • I REQUIRED BUILDING - ------ -- � r- -- --- - PROPOSED G„ HASPHALT H H I I 163'-O' P.G. GURU I FRONT YARD (I): 1001- 01, 1631- O" (PAVEMENT, H WOOD H FRONT YARD (I) FRONT YARD (2): 1001- 01, 64'- 4" BRICK, HCONCRETE, H (16' x IS') H _ W SIDE. 30 II "ROCK, & 5011 N I I j 1 j REAR: 75'- O" 45'- 0" (16' x ---- H----� II PITCH • i vi' I BUILDING HEIGHT II FUTURE TRUCK FLOOR � %', q_ b \1 v � I STORY,WASH PAP w/ REGYGLABLES I G & D DEBRIS TIPPING I I OIL/WATER SEPARATOR I \ STORAGE AREA # 2 I AND SORTING AREA I I G & D DEBRIS \ BUILDING DIMENSIONS SYSTEM a. " .V........?(i 04 Fm 200-0' x. 160.0' I (40'-O"' X 6d-O"') I I UNLOADING AREA �1 (38'-d" X 2d-d') I I I (40'-O" X 60'-O") i \.•a i .,,, OFF STREET PARKING DE51GN • NOT TO SCALE j I SPACE PER 100 SQUARE FEET OF OFFICE = 1,140 5Q FT / 100 12 SPACES NEW I SPACE PER 1000 SQUA FEET ---- _--- -.------ -----___- .-__-'•- _ .-- - S' 1116 x 5d LONG I 15,325 5a.. FT SQ. FT/ IOOOREI6 SPAOE5WEQU PMENT/L ADING ZONES REMOVED) /STORAGE BLACK VINYL GATE ( O D I I l TOTAL OF 28 SPACES REQUIRED / 28 PROVIDED IIIIS AREA Or LANDSCAPED ISLANDS WITHIN PARKING LOT PERIMETER 1--- - - -- --- -J L- ------- -- • NONE **SPILL RESPONSE EQUIPMENT G & D DEBRIS RESIDUAL STORAGE AREA WASTE STORAGE AREA I _----- - -_O"_X 5"-0") -- L � (48O'- " X 58'-O"') I COMMERCE DRIVEOCAT I ON: IGUTGHOGUE, NY 11935 BULK 5GHE1%LE OF ZONE MINIMUM REQUIRED PROPOSED OUJNER ADDRESS BUILDING I b "`""' PEGONIG RECYCLING AND TRANSFER LOT SIZE: (5a. FT.) 120,000 5a. FT. 120,000 5a. FT. � USE GROUP "F' I ' I 800 WIGKHAM AVENUE BUILDING AREA: I MSW AND G & D M 32,000 SQ FT DEBRIS LOADING AREA NEW S'-0" HIGH 6LACK VINYL FENCING - -d 2d-O 3d-d' 2d-d' LOT N107H (FT.) 200.00' 336.00' MATTITUGK, NY 11952 PROP. F.F.E. 51.5' I (5<}'-O" X 65"-O'") PITCH LANDSCAPING LOT DEP'TH (FT.) 300.00' 352.00' CONTACT PERSON FLOOR ANTHONY DIVELLO • FRONT YARD (FT.) 100/VARIABLE FRONT YARD (1) 163.00' (631) 298-8888 FRONT YARD (2) 66.08' i 51DE YAFRD (FT.) 30.00' 30.00' *FELLY IMPERVIOUS I REAR YARD (FT.) 75.00' 45.00' ZONE MSW RESIDUAL I FLOOR SURFACEYARDLIO WASTE STORAGE AREA L---- - - -- ------ -- '.• MAX. ALLOWED PROPOSED UNAUTHORIZED AND HAZARDOUS r I LOT COVERAGE (PERCENT) 20% 28.5% TAX MAP INFORr (AtION - - - - - I WASTE STORAGE AREA SGTM: 1000 - 95 - 2 - 5 X IZ"-(o"') L_- BUILDINGb HEIGHT (FT.) 35.0' 35.0' r NUMBER (OF STORIES 2 1 LU I II - ------ ---- ---J ( I I PROPOSED GRAVEL F � ; .... _ SURFACE Ul 6" GONG SURROUND IOOR • 12 RAMP UP REVISION DESCRIPTION DATE _j REGYGLABLES I MSW TPING IPAND I I MSW DEBRIS J d - I � REVISED LIGHTING/LANDSCAPE/PARKING 07/11/06 SORTING AREA UNLOADING CS � STORAGE AREA # I I 40'-O" X 60'-O'") I I AREA Z Ul GRADE 2 REV PER TOWN COMMENTS................ 09/14/06..... x 2o'-d') ( I I (40'-0" x 60"-011) . • MAIN BUILDING: 32,000 SQ FT ��i �/ /�./�� \/ /�!�� / 3 REV PER TOWN COMMENTS 11/30/06 ............... ............ .... ................. ................ .. ................... OFFICE BLDG: 2,205 5Q FT -TT I I 3" SUBSURFACE GONG FORM __`f REVISED PER TOWN COMMENTS _ 08/29/07 H H II I D 5 i REVISED PER TOWN COMMENTS 11/29/07 HANDICAP PARKING & SIGN H (ARPt5oAPP H METALS 3d-0'" - IN ACCORDANCE WITH NYSBG (1(0' x I8') (16" x 18') I I SECTION THROUGH H.C. RAMP 6 REVISED PER TOWN COMMENTS 12/13/07 ......... ....... ................. .. .. ...... ........................... SIDE YARD SECTION 1106 N I I I SCALE: 1/2 "=1'-0" 7 ( REVISED LIGATING AS PER TOWN COMMENTS 4/4/13 - -- ------ -- - ----- - ............................................. ....................................................................................................... ............................ ........................................................ i i I RAMP UP �_� I . I NOTES: IO' i ff/ i LUNCH LOCKOPP ERS LAV. S j i I. ON-'.STREET PARKING OF VEHICLES, CONTAINERS, OR ANY OTHER 279 S.F. 267 S.F. 231 S.F. LAV. OFFICE AREA: EQUIPMENT OR MATERIALS IN ANY WAY CONNECTED WITH THE i% 1,140 SQ FT \� ® FACILITY SHALL BE PROHIBITED. / PROP. ff.ff.E. 2. THE STORAGE OF SAID CONTAINERS SHALL BE RESTRICTED TO i. b ( LOGAITION5 SPECIFICALLY IDENTIFIED ON THE SITE PLAN. THIS HALL 288 S.F. �r�r f LOCATED AND SCREENED IN SUCH A MANNER EQUIPMENT SHALL BE L 50 AS NOT TO BE VISIBLE FROM THE STREET OR FROM ADJOINING U �1 �' F URB GUT -O" 78'-9" \ j PROPERTIES. MICHAEL FOR FUTURE ACCESS b \ h PROPOSED TO ADJOINING LOT ASPHALT I 3. OUTDOOR USE OF THE PROPERTY SHALL BE RESTRICTED TO THE REGISTERED ARCHITECT i PARKING AND MANEUVERING OF VEHICLES, THE WASHING OF Lu SURFACE VEHIGLE5, SCALES NECESSARY FOR THE OPERATION OF THE 1981 UNION BOULEVARD BAY SHORE, NY 11706 PROPOSED 8" b Z ` :' i /rp TRAN!SFER STATION, AND THE STORAGE OF EMPTY CONTAINERS. (6 31 ) 665-9619 FAX 969-0115 HIGH CHAIN NI W I j9 4 ALIL SORTING, BAILING, PROCESSING,CRUSHING AND 51MILAR LINK FENCE w/ INTEN151VE ACTIVITY ASSOCIATED WITH THE FACILITY, INCLUDING THE OPAQUE VINYL Q ! W � - 5TORIAGE OF ALL CONTAINERS CONTAINING RECYCLABLE AND WASTE PRIVACY SLATS I = o Q NEW 8' HIGH x 5d LONG BLACK i I MATEERIAL, SHALL BE CONTAINED INSIDE A COMPLETELY ENCLOSED (TYP.) J I I I I F9'-O"' q- VINYL GATE BUILDING WITH AN IMPERVIOUS FLOOR SURFACE. a ! MPLOY�E PAR INC r ! I u I v ° 5. MAITERIAL TRANSPORTED TO AND FROM THE SITE SHOULD BE n n s. ........,P.G. CURB 1 17 I ~ I I I I z I I u�1 NEW S"-D" BLACK VINYL FENCING r COVE=RED WITH PLASTIC OR OTHER APPROPRIATE MATERIAL. 11J 6. UNLOADING, TIPPING, AND SORTING WILL BE CONDUCTED IN THE 1 I I i j N I I BULEMNG LIMITING ODORS TO SURROUNDING PERMIT ERMIT ACQUISITION AND EXPEDITERS _ 1981 UNION BLVD BAYSHORE NY 11706 dl i 7. AG',TIVITIE5 WILL BE CONDUCTED INDOORS AND CONTAINERIZED cv g I B SORTI'ED MATERIAL AND WASTE WILL BE ON SITE ON A TEMPORARY N BA51S BEFORE BEING SHIPPED TO DISPOSAL OR MARKET. (6 3 1) 665-9619 FAX 969-0115 * * 8. TRCUGK5 BEING UNLOADED AND THOSE WAITING TO BE PROCESSED ENVIRONMNETAL COMPLIANCE PETROLEUM SPECIALISTS Z PROPOSED SIGN WILL IBE EXPECTED TO TURN THEIR ENGINES OFF THEREBY REDUCING *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING THE IhMPAGT5 OF EXHAUST 01'.)OR5 AND NOISE. N 39°IIo'010" UJ - - - - - - _ - - - - - - 13go�� 9. TH115 FACILITY WILL OPERATE DURING NORMAL WORKING HOURS WHIGHH WILL REDUCE NOISE AND ODOR IIh1PAGT5 TO SURROUNDING PROPOSED GON RETE 326.54' RE51MENGE5 WHEN INDIVIDUALS ARE AT HOME. CURB GUT PROPOSED FIRE HYDRANT 10. AMI INTERIOR MISTING SYSTEM ID PROPOSED THAT WILL HELP TO � �®�f RC'1'C1� fN AND �RNSR 4d-O" 5d-d' PER GUTCHOGUE FIRE DISTRICT GONTfROL ODORS. 3d-O' SIDE YARD 11. TIPPED WASTE CONTAINERS SHALL BE INSP860 C,0"iMERCE DRIVEECTED BEFORE BEING CUTCHOGU NY 11935 LLn SETBACK E i ° EXISTING COBBLESTONE 12. THHE TIPPING FLOOR SHALL BE *FULLY IMPERVIOUS o CURBING PROJECT DESCRIPTION: SHEET DESCRIPTION: * f= LLY IMPERVIOUS FSURFAC LOOR E: SEALED CONCRETE FLOOR w/ 13. NO) LIQUID MATERIALS SHOULD BE STORED OUTDOORS;SHOULD NO CRACKS OR FLOOR DRAINS, FLOOR PITCHED AWAY FROM DOORS ANY EBE ENGOUNTEREED, THEY SHOULD BE SEPARATED, RETAINED NEU) F,4CILITY 51TE PL,4N bTOWARD INTERIOR. FLOOR TO BE REPAIRED AND MAINTAINED AS INDOCORS, AND BE REMOVED BY A LICENSED SCAVENGER AFTER 0 m NECESSARY TESTIIING AND IDENTIFICATION. ** SPILL RESPONSE EQUIPMENT: SUCH AS SPEEDY DRY, ABSORBANT 14. THME FACILITY SHOULD INSTITUTE AN ON-GALL CONTRACT WITH A Unauthorized alteration or PADS, AND OTHER CONTROL MATERIALS TO BE READILY AVAILABLE. LIGEN�SED SCAVENGER. ALSO: SITE PERSONNEL TO BE TRAINED IN SPILL RESPONSE, AND THE addition o this plan is a NYSDEG SPILL HOTLINE NUMBER SHOLLD BE POSTED AND PART OF THE ¢ violation e section 7209 of the New York State Education Law. Copies of this plan not o TRAINING engineers Inked seal shall not bearing th,e professional sem- I 4 be a valid true copy. F _ ,,✓ C' TAX MAP# APR _ 2 3z�� :; 1000-g5-2-5 D f S C A L E 1 = 2(D SCALE: v = �45 NOTED DWG.#: ,4550CIATE 050201 IL DRAWN BY: CHKD BY: DATE: SHEET 08/29/0 DWG.#: 3 20FI m 0 m X PROPOSED LANDSCAPING 5ym QTY........ COMMON NAME BOTANICAL NAME HEIGHT 5FAC.ING, -4 OT (0 BEECH TREE FArzUS &RANDIFOLIA 11 To ell AS SHOWN IL '71 TO 011 AS SHOWN OT 4 OAK TREE -4 QUERCUS ROBUR BN 4 BABB HOOD TILIA AMERICANA 71 TO Cl, AS SHOWN MT 4 MAPLE TREE AGER D15TICHUM TO q, AS SHOWN LT 5 LINDEN TREE TILIA -11 TO 511 5HONN ............. ........ AB 111 EMERALD ARE30RVIITAE THUJA OCCIDENTALIS "EMERALD" 4' To 6 AS 4--0" SITE I 7k1 AZ 45 RED AZALEA AZALEA HERSHEY RED 24" COMMER/lE DRIVE FA JAS, REQ I FLOWERING ANNUALt5 N/A ("I TO b" ALL PLANTIN65 SHALL E3E SURROUNDED BY MULCH P� ............... ........... 0 DEPOT LANE 04 N D 6 C 14 fm I N G 0 00 0/ 0 KEY ................. ................... OAK TPIMIM B466 WOOD loo NOT TO SCALE MAPLE TREE LINDEN TREE ...................... -. 0 0 0 0 J BEECH TREE P PHYSICAL LOCATION: COMMERCE DRIVE OUTCH06UE, NY llcI55 RED AZALEA OWNER ADDRESS FECONIC RECYCLING AND TRANSFEIR, 500 NICKHAM AVENUE MATTITUCK, NY 11,152 Lk4NDSCAPE NOTES CONTACT PERSON ANTHONY DIVELLO I. THE CONTRACTOR SHALL LorAkTE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. (651) 2115-aae)b 2. ALL PLANT MATERIALS SHALL ICONI=ORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK,PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 3. NO PLANTS SHALL BE INSTALLED BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED BY THE ZONE LANDSCAPE ARCHITECT OR EGIUAL. LIC 4. ALL PLANTS SHALL BE SPRAYED WITH A ANTIDESSICANT WITHIN 24 HOURS AFTER PLANTING,AND AGAIN AT AT THE BEGINNING OF THEIR FIRST HINTER. 5. ALL PLANTS SHALL BE INSTALLED AS PER THE DETAILS AND CONTRACT SPECIFICATIONS. TAX MAP INFORMATION (b. ALL PLANTS SHALL BE WATERED THOROUGHLY TACE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING. 5r-TM: 1000 - c15 - 2 - 5 ALL PLANTS SHALL THEN BE K601TERED WEEKLY OR MORE OFTEN,IF NECESSARY DURING THE FIRST GROWING SEASON. T. ALL PLANTING BEDS SHALL BE MULCHED WITH 4"OF SHREDDED BARK MULCH OVER A SYNTHETIC MED BARRIER FABRIC. 5. THE CONTRACTOR SHALL FURN115H A ONE YEAR WARRANTY ON ALL PLANT MATERIALS. q. ALL PLANT MATERIALS SHALL BEE INSTALLED USING STANDARD ACCEPTABLE LANDSCAPE PRACTICES. 10.LANDSCAPING SHALL BE PLANTEED AND MAINTAINED IN COMPLIANCE WITH THE TOWN OF SOUTHOLD REGULATIONS SPECIFICATIONS. 11. NO PLANTINGS AT THE DRIVEWAYS SHALL VIOLATE ANY LINES OF SIGHT. REVISION DESCRIPTION DATE 12. PRUNE ALL BROKEN OR DAMAGED BRANCHES. REVISED LI&I1TIN&/LANI?S0APE/PARKINCv 07/11/06 15. GROUND LINE TO BE THE SAME�A5 EXISTED AT NURSERY. TOWN COMMENTS ii REV PER T 14. PLANTING HOLES SHOULD BE ATT LEAST TAIGE THE DIAMETER OF THE ROOT BALL. ........................................ ............ 09/14/06 15. ROOT BALL OF PLANTS 51-1001-0)BE PLACED ON UNDISTURBED EARTH.THE GROWN OF THE ROOT BALL.AND 5 REV PER TOVVN COMMENTSII/30/06 ......................... ................................................. .............. .............. FLARE OF THE PLANT TRUNK OR STEM SHOULD BE AT GROUND LEVEL. .................................. ................................... .......... ................................................... 4 ---- REVISED PER TONN COMMENTS 16. BURLAP SHOULD BE REMOVED FfROM AT LEAST THE TOP ONE THIRD OF THE ROOT BALL.ALL HIRES AND NON-BIODEGRADABLE MATERlAI,L SHOULD BE REMOVED COMPLETELY FROM THE ROOT BALL. 5 REVISED PER TOWN COMMENTS 11/25/07 11. BACKFILL SHOULD CON515T OF,A MINIMUM OF 50%OF THE ORIGINAL SOIL EXCAVATED FROM THE PLANTING REVISED PER TOWN COMMENTS HOLE,UNLESS THE CONDITIONS OF THE EXCAVATED MATERIAL WARRENT REPLACEMENT OF SIGNIFICANT ................ ......... .. ................... ........... ..............-.................... AMENDMENTS. ............. ................... 7 REV16EI? 1-101-ITINO AS PEP, TOWN COMMENTS -4/4/1-5 ........... ...... ............................. .......... ................. ................................. ..................................... 16. PEAT M055 15 NOT RECOMMENDED FOR USE AS MULCH OR AS A BOIL AMENDMENT IN BACKFILL. ...... ...... ........... Icl. THREE INCHES OF MULCH SHOULD BE SPREAD OVER THE PLANTING HOLE.THE MULCH SHOULD BE KEPT AWAY I i FROM THE TRUNK OF TREES. 20.TREES SHOULD NOT BE STAKED,UNLESS A55OLUTELY NECESSARY. IF TREES ARE TO BE STAKED,THE GUY HIRES SHOULD BE LEFT L005E 50 THAT THE TREE HAS A CHANCE TO ADAPT TO THE SITE CONDITIONS. TAKE AND HIRES SHOULD BE REMOVED FROM THE TREES WITHIN ONE YEAR. 21. TREE WRAPPING 15 NOT RECOMMENDED UNLESS SPECIFICALLY REQUIRED. 22.ONLY DEAD BRANCHES SHOULD BE PRUNED AT THE TIME OF PLANTING. Ej- 25.ALL LANDSCAPING AS SHOWN ON AN APPROVED PLAN SHALL BE MAINTAINED IN A VIGOROUS GROWING CONDITION, ANY PLANTS NOT SO MAINTAINED,SHALL SHALL BE REPLACED An HEALTH*(NEW PLANTS OF COMPARABLE 51ZE, UT Y�- TYPE AND QUALITY AT HE BEGINININ&OF HE NEXT IMMEDIATELY FOLLOAIN&6ROHIN&SEASON. ----------- ------- MICHAI-illi D UNN ------------- REGISTERED ARCHITECT 1981 UNION BOULEVARD BAY SHORE, NY 11706 ......... § (631) 665-9619 FAX 969-0115 3"SAM RIM 61 o ��OG�� REMOVE ftFLAP FROM TOP 1/3 6F PALL 0 C ...... -.J......... ................. RMIT ACQUISITION AND EXPEDITERS 6"MIN. NOW PE (q 1,4 by .......... 00 L005IN ENSTINEv %WL E-2 1981 UNION BLVD. BAYSHORE, NY 11706 00 WIPTH f4X6 TWICZ 63 goes" GALL PI TER 0 00 PACKI'll-L W" rOPWIL Alf PEAU MOSS (6 31) 665-9619 FAX 969-0115 110 '31 RATIO PY Va-UME IN T LAYERRS Z 1 0 0 WATER EA(H LAYER LWL 6EnUEP C�3 O , 00 *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS 11 *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING D !10 0 5HF�-)U5 FILANTING� DETAIL �k 1V .... .... ... ....... ... 3260 FREC;'�'CLNG AND TfRAN5FER S&O C;Ot"T`lEfRGE DERIVE CUTC�40GUE, N'T' 1193F�, 10 PO NOT PRIM TERMINAL ftP PROJECT DESCRIPTION: SHEET DESCRIPTION: NEW FAC;ILIT'T- LAN[D5C,4f=E I=LAN NOM: 5TAKINel AS REQUIRED. REINrORCM RUPE!CR HOSE —POU15LE #10 0A. WIRE Unauthorized alteration or R: addition to this plan is a ,q r E r 0 euy TWISTED �fl E- violation of section 7209 of U the New York State Education Low. Copies of this plan not bearing the professional 5 STAKE g 3 PER TREE) V,1AW APR 8 2013 engineers inked seal shall not be a valid true copy. Z I YEAR 3"SAUCER RIMAFTER A r, - U TAX MAP# > 1000 Z 0 PA6KI`ILL WITM SCALE: REMOVE NRAP FROM TOPSOIL MIXI-URE TOP 1/-3 6F PAL 45 NOTED 5 G A L E 1 2 0 DWG.#: iV'MIN.NVa"m LOOSEN EXISTING %WIL ASSOCIATE 050201 4- DRAWNBY: CHKDBY: -6 DATE: SHEET aL 7tMEF---E PRIVE 6 EVERG;REEN FLANTING-i DETAIL Oa/2e/0 D WG.#: 0 x _ LINE TO f5E 'f:ULL-6UTOl`l" TYPE 60 AS NOT TO ILLUMINATE APJOININO PROPERTY PROPERTIES AND ROADYW(5. LI&HTING FIXTURES SHALL FOCUS AND DIRECT THE LI&HT IN SUCH A MANNER AS TO CONTAIN THE LI&HT AND GLARE NITHIN FROFERTr BOUNDARIES. Nt LIN +1.e +3 +3.1 +3.4 10.6 5. IT 15 A r9ENERAL PRINCIPLE OF THE TONN THAT PARKINr,LOT LISHTS,SHOULD BE TURNED OFF OR REDUCED C. ALL FREESTANDINC;OUTDOOR LIC7HTIN6 FIXTURES SHALL BE LIMITE12 TO A HE16HT OF NO MORE THAN FOURTEEN(14)FEET 10.5 PEPOT LANE +0,0 ALL L16HTINC7 SHALL EE 02 03 10�3 +0.3 0.3 ORIENTED AND SHIELDED 50) AS NOT TO ILLUMINATE OR &LARE 0.1 0,1 ROADkNA'rS ALL L16HTIN6 SHALL rCNFORM TO C.HAFTER 1-72 OF THE TONN +0.0 0.1 OF SOUTHOLD CODE NOT TO 5rALE XGB3 128 01.0 LED Crossover Area Light C.OMMEROE DRIVE r-UTOHOSUE, NY 11,135 +0),o 0.0 OWNER 14DDRS66 500 NlrKHAM AVENUE CON74CT PERSON (651) 21a-5855 0),o ZONE PERSPECTIVE VIEW LIO 1217 SIDEVIEW DATE REVISION DESCRIPTION REV PEP, TOWN COMMENTS 0,3/1-4/0(, REV PER TOWN 60MMENT5 11/50/0( +-0 '.0 0 + 0 0 -.0 0 0 2.2 ' REVISEP PER TOWN COMMENTS 0,3/2-1)/07 REVISEP PEP, TONIN COMMENTS REVISEP PER TOWN COMMENTS 0. 0.1 0.1 1981 UNION BOULEVARD BAY SHORE, NY 11706 ZIP .2 11ATWIi PERMIT ACQUISITION AND EXPEDITERS ta (631) 665-9619 FAX 969-0115 0,0 *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING 3s,16,001, LU GUTCHOGUE, N'T' PROJECT DESCRIPTION: HEET DESCRIPTION: 10 � NEW F,4CILIT'T' LIGHTING f=LAN IN In Unauthorized alteration or addition to this plan is a violation of section 7209 of the New York State Education A L E 2 0 Low. Copies of this plan not 'q engineers ink seal shall not be a valid true copy. TAX MAP# Z so Avg Max Min Avg/Min Max/Min ... Label, F4 R 1:�LM 1 C,05�;l H 7 C) L2 4e NOTEE:) Z Ca(CPts NOT TO 5(f ALE H1414 GWG DATE: SHEET Luminaire LLF Lumens Lamp Arr. Lum, Lumens Arr, Watts iption Oa/2e/01 Arrangement Descr SYM1001, Qty Label, 177 OWG.#-. � � � ' ----�--- - -' -- '----'-- DRAINAGE 0ALGULATION5: E — — 352. 9' _ _ TOTAL PROPERTY = 120,000. SQ. FT - - GRAVEL AREA = 53,5111.60 SQ. FT 5 ROOF AREA = 34,205.0 50. FT _ _ - _——--_ ------------- -_ - -- ---- _-_ - - ---- —_— AS - ASPHALT/SIDEWALK AREA - 11,204.51 SQ. FT _ Ael 1 r j LANDSCAPED AREA = 21,075.811 SQ. FT �t O z ; i j I (ON SITE ONLY) ? ! ! CALCULATIONS BASED ON 2" RAINFALL cq i I I I GRAVEL = 53,5111.60 50. FT x ,167 x .110 = 8,044.0 GU FT REQUIRED LU ; ROOF = 34,205.0 SQ. FT x .167 x I = 5,711.40 GU FT REQUIRED I I sere ASPH/SWK = 10,474.51 5a. FT x .167 x .110 = 1,574.0 GU FT REaUIRED y ` R 20'1 0" r ` R j I I s LANDSCAPING = 21805.811 50. FT x .167 x .30 = lOg2.5 GU FT REQUIRED COMMERCE DRIVE I I (I) 10'0 x I' RING = 68.4 GU FT GRAVEL = 8,044.0/68.4 = 117 LIN FT USE (8) 10'cP x Ib' DP POOLS = 128 LIN FT ♦ _ \ �, ROOF = 5,7111.4 /68.4 = 84 LIN FT USE (I I) 10'� x 8' DP POOLS = 88 LIN FT DEP01 LANE :. .- ---- .......... . ASPHALT = 1,574.0 /68.4 = 24 LIN FT USE (5) IOV x 10' DP POOL5 = 30 LIN FT 10 ? ;r MIN LANDSCAPE = 10112/68.4 = 16 LIN FT USE (1) 10'tP x 16' DP = Ib LIN FT • -- ,r I 1 ....................... .........,.........,........ .............,....,.... . ......... .:::..: i I 5ANITAR`Y D151=05AL SYSTEM ♦ 11 OFFICE 2,200 x .06 GPD = 152 GALLONS WAREHOUSE 52,000 x .04 GPD = 1,280 GALLONS R 1 / 20'-0" / 1 Q I I TOTAL ESTIIMATED FLOW = 1,412 GALLONS I MIN L / SEPTIC TANK GAPAGITY REQUIRED (2 DAY FLON 01 1,412 GALLONS x 2 = 2,824 1 I SEPTIC TANK = 3,000 GALLONS NOT TO SCALE - -- - - - - Q _- 1 � LEAGHINS POOLS _ 4a.jDESIGN FOfR FULL DAY FLOW 1,412 �, LEECHING RATE = 1.5 GALLONS/SQ FT/DAY ZONING �1 Z/� ( \�i� SIDEWALK ,AREA REQ. = 1,412/1.5 = 1142 \ LINEAR FT OF POOL REQ. = 1,412/68.4 = 21.0' 1 PROP05ED, 3 POOLS 0 10V x 8' DEEP= 50' R 1 '► of PCXR SEED , AREA j I PHYSICAL LOCATION: 1 I A 1 14Y COMMERCE DRIVE Q' I CUTCHOGUE, NY 111135 1 ' I /' \�� OUJNER �4DDRESS / IO'-O" PEGONIG RECYCLING AND TRANSFER SEPI1 C SYSTEr I 800 WIGKHAM AVENUE MIN. ` O (3) 10' 0 x 8' DP. RINGS MATTITUCK, NY 111152 I lo' o"- \ J 1 ANTHONY DIVELLO / I I (631) 2118-8888 QI \ J 81 ZONE /�\1 I ' ( \I ROOF DRAINAGE L10 (11) 10' cP x 8' DP. RING5 TAX MAP INFORMAtION — SCTM: 1000 — 115 — 2 — 5 01 , 1 JIU UI ull 1 IIII i lll� / \. ASPHALT 1:)RAINACx9 MIN / / I I / (3) 10' 0 x 10' DP. RINGS nf \ / REVISION DESCRIPTION DATE 1 REVISED LIGHTING/LANDSCAPE/PARKING 07/11 i REV PER TOWN COMMENTS j 09/I-4/0/v - I I ........................................... ... �9 1 / \ 3 REV PER TOWN COMMENTS ...........................j..............I I/30/O/o......... ........... /L/� I I L/C� I L�4NDSCAPE/C�R.4VEL DRA INAC$E �} REVISED PERTOWNCOMMENTS 08/29/07 (q) 10' 0 x I6DP. RING5 5 REVISED PER TOWN COMMENTS /07 II 29 07 i I 1 I ........ .......... REVISED....PER TOWN COMMENTS............................ . .._ .. ............1................17/1 .............. 1 7 REVISED LIGATING AS PER TOWN COMMENTS �} �} 3 I 0 ---- -------------- — i 1 / I I o o L - - - -t I '1 >o DI MIC EL K. D tU1N N Lu PROPOSED I l / SUR AGE --b i=-= ----- -----___._._---_..--=----._—_ ♦o,o° REGISTERED ARCHITECT IAeZ �� ;� 1981 UNION BOULEVARD BAY SHORE, NY 11706 \ \ ------ - .,,,. / .. 6" S �I R 60 (631) 665-9619 FAX 969-0115 6" SDi R --------- - -- I� '4 a t 0� I PERMIT ACQUISITION AND EXPEDITERS ERS s .:.. _: .... _ _..... 1981 UNION BLVD BAYSHORE NY 11706 (631 ) 665-9619 FAX 969-0115 *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS Z I A ,, �` �/ l *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING RIDGE 312),1610011 LU I I - - - - - PROPOSED ........_._...-.......__ � - - � - .._._—......— .—..... --.....__........—..._._. I .5 326 - - WATER LINE H 20 LOAD RATED HEAVY DUTY -TAP LOGAT=VON:: _..._-.........-.. l _......_ ..._. ::--_:::-.:---. ,.�..::--:-..... ... .......... ...,:::.... _-._:.-•'� \�, MANHOLE SOLID OR SLOTTED //-�� * I /� /� `� I � I � TO BE VERIFIED - - _ - - - - ,~ COVER AND FRAME F1�®I V IAI VS _........-........-. _.......-. atm I .`., .�. PAVEMENT l� R��I�J� ll�l� AIVD 0&0 CCt' IMEfRCE DRIVE ® CUTCHOGUE, Wr 11935 m a ® REINFORCED GONG COLLAR o PROJECT DESCRIPTION: SHEET DESCRIPTION: —I 0 0 0 0 0 0 NEW F,4CILITT' DR,41NAGE PLAN -) Q 000000 II- rN M - < 0 0 0 0 BACKFILL WITH GLEAN SAND, - Q 0 10'� _ GRAVEL MATERIAL .t::.-- - "` Unauthorized ddit h iz d alt pianos a II- z � � � � _I APR " '�2�1� l violation of section 7209 of the New York State Education G A L E = 1 " = 20 ' 0 0 "gin engineers inked seal shall not N Law. Copies of this plan not Q PERFORATED PRECAST GONG. I bearing the professional 0 N I RINGS o � 0 0 I I� �,•,� , be a valid true copy. ` .tW TAX MAP# r SCALE: -1 1 I III— III III I— III I I- ;Yf. 5. 45 NOTED REINFORCED GONG FOOTING RING 4550C I ATE 0,0201 DRAWN BY: CHKD BY: RLU UJBN ® HAA CUJG� N SCALE = NOT TO 6C: ALE DATE: SHEET 08/29/01 :9DWG.#: 3 5OFI X - � w g GOMMERGE DRIVE - — — —------------ DEPOT LANE &RADE NOT TO 50ALE 4 or f S C A L E = 110 PHYSICAL LOCATION: GOMMERGE DRIVE GUTGHOGUE, NY 11935 OUJNER �4DDRESS PEGONIG RECYCLING AND TRAN5PER 500 WIGKHAM AVENUE MATTITUGK, NY 11952 CONTACT PERSON STEEL CORRUGATED - — ANTHONY DIVELLO l!5UILPIN6 SIDING (631) 298-8888 ZONE ---- Llo - - - - - - TAX MAR INFORMATION — — — - - - - - - SGTM: 1000 - 95 - 2 - 5 --- - 6RAPE 1� ® R � or f ® fid SCALE = 1 = Im ' REVISION DESCRIPTION DATE I REVISED LI&HTIN6/LANP66APE/PARKIN6 07/11/06 2 REV PER TOWN COMMENTS 09/14/06 ........................................................................................................................................... .................................... 3 REV PER TOWN 60MMENT5 11/30/06 ........................................................................................................................................................................................................................................... ............................................................................................... 4 REVISED PER TOWN COMMENTS 05/2)/07 5 REVISEP PER TOWN COMMENTS 11/29/07 6 REVISED PER TOVVN COMMENTS I 12/13/07 ......................................... .. ....................................-..................................................................................-....................................................... : ................. ..................... - 7 REVISED LIGIITIN6 AS PER TOWN COMMENTS A/A/13 ........................ ............................. .. ....... ..... ..... ................ ....... .......................... .............................i........................................ I I .. .... ......... .............. ............................. .,.. ..................................................... MICHAEL K. D UNN REGISTERED ARCHITECT 1981 UNION BOULEVARD BAY SHORE, NY 11706 (631) 665-9619 FAX 969-0115 GRAPE Lj E 6 C PERMIT ACQUISITION AND EXPEDITERS SCALE = I = 10 , 1981 UNION BLVD BAYSHORE, NY 11706 (631) 665-9619 FAX 969-0115 *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING FECON IC REC�'CL ING AND TR,�N5R 8�0 COMMERCE DRIVE CUTCHOGUE, N'T' 11g3S a - 0 a PROJECT DESCRIPTION: SHEET DESCRIPTION: NEW F,4GI.LIT"r ELEV,4TIONS N STEEL GA TEP 6U LPIN6 SIPINC; M ` �, �• , Unauthorized alteration or ........... _ addition to this plan is a N `:� €.fill I { lr, A t..iv��,.` ( R violation of section 7209 of u-, i E .I 3i:� :i a€ i ! ii:I !i i. :' ;,: I I � the New York State Education I i , I j 1€I` no t{ r Law. Copies of this Ian t . i 3 I , bearing the professional �. 9 I s is I€, I.� _. ,I l '.E ie `.i ii i 1 (. n en ineers inked seal shall of i' , 9 I �,,. , III j ; i ' U 'f' �a:.M-�fl,.... be a valid true copy. . 1 1 'E.' 1 'E ... ...... ........... ........ .. ............ ..... t , ,:: N .. �I.. 3 E €I' ,i" :�,,.y fit'^��,f•?{,`a r,.�'�... TAX MAP # i ( i p 1000-9(0 -1-8 i 4 I E w :... .. ... 151 VENEER y� SCALE: DUAS NOTE D g DWG.#: GRADE � E."�, ,45eOCIATE 050201 DRAWN BY: CHKD BY: DATE: SHEET - 08/28/0-I a 5 G A L E _ , II = Im I DWG.#: - 6 0 3 Y, v X � w � 5 A' g SITE A COMMERCE DRIVE A. DEPOT LANE 083-03-06.1 003-03-0(0.1 10750 OREGON ROAD 10750 OREGON ROAD M cBRIDE, FRANK J. NOT TO SCALE M 750 O , FRANK J. RFD BOX 159, OREGON ROAD RFD SOX 159, OREGON ROAD GUTGr1000E, NY 11935 GUTGHOC�UE, NY � PHYSIC�4L LOG�4tION: 96-01-002 \ S&-02-5 COMMERCE DRIVE GUTGHOGUE, NY 11935 / 2075 COUNTRY ROAD -45 20310 COUNTY ROAD 45 pp, M cBRIDE, FRANK J. M cOALL, RU66EL G. 9 W 255 SPRING STREET SOWNER ADDRESS OREOOROAP INROAD \ ATLANTA, OA 30303 500 WIGKHAM AVE UE ND TRANSFER �S 6UT611000E, NY 11935 1 MATTITUGK, NY IIg52 I 1 CONTACT PERSON ANTHONY DIVELLO (631) 298-8888 0135-02-0001.1I 1 96-01-001 7155 DEPOT LANE 203 5 MAIN ROADZONE KRUPSKI, JOHN P. & SUZANN M. TIDE GROUP, INC. 1 LIO 14 COMPASS COURT PEGIONIG REG. & TRANSFER SITEG/0 H. RAYNOR HUNTINOTON, NY 11743 50 WIGKHAM D IVE P.O. BOX 1459 I MATH-ITUGK, NY 11 52 MATTITUGK, NY 11952 -- -- - - - - - --� t�X M,4P INFORM�4tION --- — — �( 5GTM: 1000.- 95 - 2 - 5 I ' COMMERCE DRIVE I 96-02-01 96-01-04 'B(o-01-001 19570 COUNTY 1ROAD 45 /510 DEPOT LANE 2- 345 MAA ROAD SUFFOLK COUNTY eOODWIN, JAMES D. TIDE ORO/IJP, INC. 330 CENTER DRIVE 0510 DEPOT LANE C/0 H. "YNOR RIVERHEAR NY 11901 REVISION j DESCRIPTION DATE P.O. i30X 1.459 P.O. BO 1 }59 GUTGHOC�UE, NY 11935 MATTIT�JGK, NY 11952 I REVISED LIC�tiTINC�/LANDSGAPE/PARKINC7 07/11/O/o 2 ...........................................................REV PER TONN._GOMMENTS .. 09/1 x/06 .......................... ................................................................. ...........................1..................... ...................... .. 3 REV PER TOtNN COMMENTS 30 O/0 II/ / ................................................................ \ DEPOT LAE ......................................... .....REVISED...PEP, .....TOWN.....GOMMENTS.. ................................ .... .................. 08/29/07 \ __5 REVISED PER TOWN COMMENTS I 11/29/07 96-04-5 \ 6 REVISED PER TOWN COMMENTS � 12/13/07 /0005 DEPOT LANE 5755 DEPOT LANE — — — — — — 14R��JOHN P. & SUZANN M. GHUDZINSKI, aENEVIEVE 7 REVISED LI6FiTINC� AS PER TOWN COMMENTS /a/I3 14 COMPASS COURT 5755 DEPOT LANE ....................................................................................... ........................................ . ........................................................................................................................ :........................................... HUNTINOTON, NY 11743 GUTGHOOUE, NY 11935 -------- - - ---------- ---- ---- - 095-04-10 I 7155 DEPOT LANE KRUPSKI, ANN MARIE SKYLINE DRIVE P.O. BOX 409D e5-02-3 LIVINOSTON MANOR, NY 12755 7200 DEPOT LANE OOODWIN, JAMES D. & MARYLIN 7� r]��]�� 7200 DEPOT LANE 1 D'1 I CA EL CJ 1 °' 1 '' CUT61-VOUE, NY 11935 REGISTERED ARCHITECT 1981 UNION BOULEVARD BAY SHORE, NY 11706 (631) 665-9619 FAX 969-0115 5 G A L E 1 " = 200 ' �7ar� PERMIT ACQUISITION AND EXPEDITERS 1981 UNION BLVD BAYSHORE, NY 11706 (631) 665-9619 FAX 969-0115 *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING HOT TAR SEALANT SEC®NfC iREG�'CLIN� AND T�,� � 6 1 INISHED GRADE PAVEMENT SURFACE a&0COMMEi�CE DRI VE PAVEMENT 11/2" GUTCNCGUE, N1' 11935 o ' VARIABLE 15" GOLD LETTERS � D � I8 a PROs.©.ES�L�T.�;G��l:�„�'i-'"r+,; SHEET DESCRIPTION: – TOP OF (/URB MAX MAX a I , uIL11.,T' 1 DET,4ILS/RADIUS 1"1,4F Ii e • • Unauthorized alteration or /2” 15"' CURB M a o GREEN BAGKROUND N .y o PAVEMENT I addition to this plan is a ° T c; ,r-;z , s violation of section 7209 of o � °° 2 #4 CONTINUOUS �" { the New York State Education EXPANSION --wu �'� "r;: o JOINT (TYP.) e ��"" .r La . Copies of this plan not v� 4000 P51 GONG. AT Q„ � _ bearing the professional 28 DAYS engineersvalinked seal shall not o NOTES ® EXTERNALLY ILLUMINATED '.; bea valid true copy. SECT ® D �-" a� \ TAX MAP# I. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR NET E z 501L CONDITIONS SHALL BE BACKFILLED WITH 3/4" GLEAN CRUSHED STONE. 4 1��-9�-1-8 , .� -qi^:., ,E SCALE: v ALL 5U56RADE5 SHALL BE APPROVED BY THE TOWNSHIP ENGINEER PRIOR TO ��; 45 NOTED Z POURING. DWG.#: AT EQUAL DISTANCES OF NOT MORE 2. EXPANSION JOINTS SHALL BE PROVIDED o STORM SEWER INLETS. JOINTS SHALL BE FILLED WITH \000, 1 <r,':r; , 4SSOCI�TE 050201THAN 20' AT ALL \ o PERFORMED EXPANSION JOINT FILLER, 1/2" THICK. THE JOINT SHALL BEEP t 6 `t DRAWN BY: CHKD BY: o RECESSED I/4" FROM THE TOP AND FRONT OF THE CONCRETE CURB. S G A L = NOT T O S G A L E 1 IR � F�y �� N,4,4 CU�C� DATE: SHEET S C A L E = NOT TO S G A SLAB T4 1 L 05/2a/01DWG.#: 3 SCA L E NOT TO 5 G A L E ° v LANID60APINdx SCHEDULE 352.P�9 PROPOSED LANDSCAPING s' S 40 4"1 3m E _ _ _ _ _ _ SYM QTY COMMON NAME BOTANICAL NAME HEIGHT SPACING RIM erv-1- 15�I1§1165N BT 6 BEECH TREE FAGU5 GRANDIFOLIA ?'TO 1, AS SHOWN OT 4 OAK TREE GUERCU5 ROBUR T TO q' AS 51 �t BW 4 BA55 WOOD TILIA AMERICANA ?'TO q' A5 SHOWN $� �4 MT 4 MAPLE TREE AGER 015TICHUM T'TO q' A5 5HOWN o LT 3 LINDEN TREE TILIA T'TO q' A5 5HOWN g AB Ill EMERALD ARBORVITAE THUJA OCCIDENTALI5 "EMERALD" 4'TO 6' 4'-0" 511E � p AZ 45 RED AZALEA AZALEA HERSHEY RED 24" TO 30" 2'1" COMM DRIVE r FA A5 REQ FLOWERIING ANNUALS N/A b" TO 8" 6" RILL PLANTINGS SHALL BE SURROUNDED BY MULCH aI -- ' DFPGTf LANE ` fly d LAND C: A fmING kEY o , o (D OAK TREE BASS L0000 M 4 NOT TO SCALE1 a MAaPLE TREE LINDEN TREE f 0 � I 00 EA 0 ZON I NG D ATP4 BEECH TREE ARBORv(tAE I � PHYSICAL LOCATION: COMMERCE DRIVE CUTCHOGUE, NY I M55 PROPOSED � RED AZALEA OUJNER ADDRESS �M LD INCA PECONIC RECYCLING AND TRANSFER 800 Y410KHAM AVENUE �+ MATTITUGK, NY 114152 I LANDSCAIPE NOTES COANTNN AD VE PO RSON I. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING W (631) 2418-8888 ORK. 2. ALL PLANT MATTERIAL5 SHALL CONFORM TO THE GUIDELINES E5TABL15HED BY THE CURRENT AMERICAN STANDARD FOR(NURSERY STOCK,PUBL15HED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 3. NO PLANTS 5HAL.L BE INSTALLED BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED BY THE ZONE ® LANDSCAPE ARCHITECT OR EQUAL. LIO 4. ALL PLANTS SHALL BE SPRAYED WITH A ANTIVES51CANT WITHIN 24 HOUR5 AFTER PLANTING,AND AGAIN AT I J AT THE BEGINNI"OF THEIR FIRST WINTER. 5. ALL PLANTS SHALL BE INSTALLED A5 PER THE DETAILS AND CONTRACT SPECIFICATIONS. TAX MAP INFORMATION l� 6. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING. 50TM: 1000 - 415 - 2 - 5 ALL PLANTS SHALL THEN BE WATERED WEEKLY OR MORE OFTEN,IF NECE55ARY DURING THE FIRST GROWING i ® SEASON. -1. ALL PLANTING INEDS SHALL BE MULCHED WITH 4"OF SHREDDED BARK MULCH OVER A SYNTHETIC WEED BARRIER FABRIC. 5. THE CONTRACTOR SHALL FURNISH A ONE YEAR WARRANTY ON ALL PLANT MATERIALS. Q. ALL PLANT MATEIRIALS SHALL BE INSTALLED USING STANDARD ACCEPTABLE LANDSCAPE PRACTICES. 10.LANDSCAPING SMALL BE PLANTED AND MAINTAINED IN COMPLIANCE WITH THE TOWN OF SOUTHOLD REGULATIONS d SPECIFICATIONS. — Ii. NO PLANTINGS AT THE DRIVEWAYS SHALL VIOLATE ANY LINF9 OF SIGHT. REVISION DESCRIPTION DATE l�I 12. PRUNE ALL BROKEN OR DAMAGED BRANCHES. I REVISED LIGATING/LANDSCAPE/PARKING 07/II/O� 13. GROUND LINE TO)BE THE SAME AS EXISTED AT NURSERY- ------ - ---- - 2 REV PER TOWN COMMENTS 09/1�/Or 14. PLANTING HOLE-55 SHOULD BE AT LEAST TWIGS THE DIAMETER OP THE ROOT BALL. -- - ------ ---- -,— -- - 15. ROOT BALL OF(PLANTS SHOULD BE PLACED ON UNDISTURBED EARTH.THEGROWN of THE ROOT BALL.AND 3 REV PER TOWN GGMMENTS II/30/06 FLARE OF THE PLANT TRUNK OR STEM SHOULD BE AT GROUND LEVEL. — —--- -- - — -- - 4 REVISED PER TOWN GGMMENTS 08/'19,%r 16. BURLAP SHOULD BE REMOVED FROM AT LEAST THE TOP ONE THIRD OF THE ROOT BALL.ALL WIRES AND ® NON-BIODEGRADABLE MATERIAL SHOULD BE REMOVED COMPLETELY FROM THE ROOT BALL. 5 REVISED PER r0NN COMMENTS - _ ^_ _11/2-9 j6�11 1T. BACKFILL 5HOUL-0 CONSIST OF A MINIMUM OF 50%i OF THE ORIGINAL 501L EXCAVATED FROM THE PLANTING G REVISED PER TOWN COMMENTS 12/13/U7 HOLE,UNLESS THE CONDITIONS OF THE EXCAVATED MATERIAL WARRENT REPLACEMENT OF SIGNIFICANT ----------- ---------- AMENDMENTS. 16. PEAT MOSS 15 N40T RECOMMENDED FOR USE A5 MULCH OR AS A 501L AMENDMENT IN BACKFILL. 43 19. THREE INCHES OW MULCH SHOULD BE SPREAD OVER THE PLANTING HOLE.THE MULCH SHOULD BE KEPT AWAY — --------- — 0 0 FROM THE TRUNK OF TREES. i 20.TREES SHOULD NOT BE STAKED UNLESS A55OLUTELY NECESSARY.IF TREES ARE TO BE STAKED,THE GUY ® WIRES SHOULD BE LEFT LOOSE 50 THAT THE TREE HAS A CHANGE TO ADAPT TO THE SITE CONDITIONS.STAKES AND WIRES SHOULD BE REMOVED FROM THE TREES WITHIN ONE YEAR. 21. TREE WRAPPINGS 15 NOT RECOMMENDED UNLESS SPECIFICALLY REQUIRED. 22.ONLY DEAD BRANCHES,SHOULD BE PRUNED AT THE TIME OF PLANTING. / f 23.ALL LANDSGAPITr AS SHOWN ON AN APPROVED PLAN SHALL N MAINTAINED INA VIGOROUS GROWING CONDITION. MICHAEL K. T„ T r T ANY PLANTS NOTA 5o MAINTAINED SHALL SHALL BE REPLACED WITH HEALTHY NEW PLANTS OF COMPARABLE SIZE, 1 dd/ ,v11\tll1\e'l / TYPE AND OUALITTY AT HE BE6INNIN6 OF HE NEXT IMMEDIATELY FOLLOWING GROWING 5EA50N. REGISTERED ARCHITECT 1981 UNION BOULEVARD BAY SHORE, NY 11.706 (631) 665-9619 FAX 969-0115 _ - ,�" MLLf.Fi N V'SAM RIM Id CiRLAAP FROM r` 13 r,> DAL ` PERMIT ACQUISITION AND EXPEDITERS �. � 6"MIN.M01.M) I -- 0 EWINS 1981 UNION BLVD. BAYSHORE NY 11706 Q @ wmTri EQUALS TWICE- --- ui _ PALPIJ"� (631) 665-9619 FAX 969-0115 0 ® 0 ~ 3 W�"'v TOP IN AW VERS — U 0 �' wATER 15Y [LAYER a AY15RD ENVIRONMNETAL COMPLIANCE PETROLEUM SPECIALISTS Z 0 Q CQ / ;COMMERCIAL SITE PLANNING *PERMIT EXPEDITING o 0 0 0 5HF-I, PLANTING DETAIL_ �Q Q 326.54' -� i= CONf C RECII'CL INC AND TRANISFEF Sl0 COMMERCE DRIVE CUTCH0GUE, N,- 1193 ® � --- �xrnw.cerin - A� �'�I r �.LTJy I PROJECT DESCRIPTION: SHEET DESCRIPTION: 1°' I C NEW FACILITY LANDSCAPE f=LAN PLANNING BOARD Nares 6TAIUN6 AS REcUIRED. TOWN O� SOUTHOLD RREWO Da> Io ba WIRE UNAUTHORIZED ALTERATION OR h ADDITION TO THIS PLAN ISA GUY TWISTED VIOLAT ON OF SECTIO 7209 OF THE NEw YORK DATE /l' u, Y EDUCION LAW.COPIES FTTH ATE S PLAN NOT ?+ BEARING THE PROFESSIONAL 5 5rAKEENGINEERS INKED SEAL SHALL NOT 3., 3 PER T G��,eiED,gRc�� BE A VALID TRUE COPY. - x I YEAR !"S&M Rug �, �,,p,EL/�4 �� TAX MAP# - - 1000-95 2 5 — I N PACrJ WIT 11 SCALE: 14 N C P P 1� � REMWE LLRI.M FRLM TOPSOIL MIXRRE 'p A5 NOTED SCALE = I = 20 ' rOP I/3 bALLL I --- ♦ � DWG.#: � LOOSEN FXISrIN6 d'MIN.MOl1ND 1, i, � �,� � � ; 4550C I ATE 0502_0_ ' A OF DRAWN BY: CHKD BY. HAA ewe -- 1� N FLANTI1�4 IILa DATE: SHEET 08/29/0-( DWG.#: 4 Rigor, e-- V�-- -0mmm-'-V — , ik t P �f f N LIGHTING A. ALL OUTDOOR LIGHTING SHALL BE SHIELDED 50 THAT THE LIGHT SOURCE 15 NOT VISIBLE FROM ADJACENT y dl PROPERTIES AND ROADAAY5. LIGHTING FIXTURES SHALL FOCUS AND DIRECT THE LIGHT IN SUCH A MANNER AS TO CONTAIN THE LIGHT AND GLARE WITHIN PROPERTY BOUNDARIES. A A r B. IT 15 A GENERAL PRINCIPLE OF THE TOWN THAT PARKING LOT LIGHTS SHOULD BE TURNED OFF OR REDUCED g y B IN INTENSITY BETN�EN 1130 P.M.AND 4:00 A.M. B �\ B G G G `\ ,moi G. ALL FREESTANDING OUTDOOR LIGHTING FIXTURES SHALL BE LIMITED TO A HEIGHT OF NO MORE THAN FOURTEEN(14)FEET SITE TO SCALE ABOVE GROUND LEVEL. THE FIXTURE SHALL FOCUS AND DIRECT THE LIGHT AS SPECIFIED IN SU55ECTION A ABOVE GGMMERGE DRNE 6 <' PEPOr LANE = _ = 6 I 40 (" D A p NOT Q Ill 00 0 ZON f NCS O,A'fi A A Via• l / A d MQ PHYSICAL LOCATION: COMMERCE DRIVE x_01GUTGHOGUE,NY IIg35 r INrrl�3 rl {I�r IT,�L v rr�I�c�r_t, OU NER ADDRESS fM rl %. A 1'' G L F 6 PEGONIC RECYCLING AND TRAN5FER 1 10�O 5.0 "2,0 I e G'r 0,:2 i 800 WIGKHAM AVENUE MATTITUGK, NY 114152I NO. cf LUMINA4ZES: I �U I�.�(NCS d ^1i .4� pEeF r CONTArol Pf=RSON 10—R -,,Y, HA;'C:.O PILI. r✓ NAT` ANTHONY DIVELLO d � (631) 2g8-8888 P OPOS O 400 LUA` T ALMA L Ic;;HT f sO�--Ux CHART ZONE f' ® NOT TO 5GALE LIO TAX MAP INFORMATION J Q 5GTM: 1000 - g5 - 2 - 5 (0 REVISION DESCRIPTION DATE REVISED LICvHTINC-)/LANDSCAPE/PARKING 07/II/O REV PER TOWN GGMMENTS J v I .. REv PER TOV�M GGMMENTs I I/30/OG � � r � � w } REVISED PER TOWN COMMENTS s _ } ® 5 REVISED PER TOWN COMMENTS G REVISED PER TOWN COMMENTS 12/13/0 i tj MICHAEL K. D UNN ~~ REGISTERED ARCHITECT 1981 UNION BOULEVARD BAY SHORE, NY 11706 �� ` (631) 665-9619 FAX 969-0115 B B ° C. to PERMIT ACQUISITION AND EXPEDITERS 1981 UNION BLVD BAYSHORE NY 11706 (631) 665-9619 FAX 969-0115 # r ; ' jam;• i 1 �' i 1` I .. ^.s .� ' " r s, i> IY *ENVIRONMNETAL COMPLIANCE PETROLEUM SPECIALISTS , COMMERCIAL SITE_ \, i t r r � . r~y / TE PLANNING 'PERMIT EXPEDITING \' tL 0 FECON IG REG%T"GL f NCS AND TR,4N'3r-F 8(c,0 COMMERCE FDRIVE ® ,.•�. I-Zril..if�,?' ;=1, E�`AT10l' CUTCNOC�U�, NSI' 11935 00 Y'll }�II { qq^ 5 { � PROJECT DESCRIPTION: SHEET DESCRIPTION: .`.rI<..1`�w.' +'�✓�...tM.��i'•.. r"i..A i 'Et`�1f"'F:F's il! ) lj .l JTIOI'q NEW FACILITY LIGHTINCz FLAN 10000 !,UMEN5 In LAMP MP UNAUTHORIZED ALTERATION OR 1v. f f ADDITIONTHIS PLAN IS A VIOLATION OF SECTION 7209 OF THE NEW YORK RK STATE EDUCATION LAW.COPIES OF THIS PLAN NOT NOT TO SG,atLE EN�1 ERS INKED SEAL SNG THE HALL NOT >,' --BRED AR BE A VALID TRUE COPY. APPROVED BY `� ,�,,EL;� TAX MAP# --- `� 1000-95-2-5 PLANNING BOARD a SCALE: 45 DWG.#: NOTED SCALE = TOWN OF SOUTHOLD �, - I 'I z� . , A55OCIATE 0502DDATE �' ` ' VMV \\ U2c.v `.` �°� DRAWN BY: CHKD BY: OP NON NAA G�UJC� _- ;' DATE: SHEET 08/29/0-1 DWG.#: 4OFI p ' O ' I { ItZ1 G Q' -j J l-I 6 4 N U Z I Q V! ❑ v = a o MIDDLE ROAD (GR AS) O O lC� lC� O w 0 W Z Z --� y�a�pU ' Q W o Lu r� o o �C � �- �000��z O c\v LL E-+ p_, Z n. U Z ozo}o��o 4@ z F- ° _ oom3 c� w (n Op ozLL1 w � ¢ F--4 U1 ,� rt t1 d U 3 4 �r N N N x W 0 Q D v �4>�J�wm � Q� C9 � _ } U m ❑ ❑ ❑ ❑ Z w Z L) � x r2 w _ '� 0 �- e U Z to Zpq A A O U Z z lll n �\. . U O a w co c� O z — �t :: Z m IACzw � " �' , ` �� p °' m' Z I JH 11J1O � O � uj LU " } DQE Q � z � � pq � N � U d Q z .40 d z ~ 0 Q ' Z co E- Z co Z U 1.1- �7 , 40 0 43 ia fill Z P4 T-1 x co CO 4V- O �m 0 Q � Z c0 P, IL Iz anJ— w LU CO Is - LU o 0 z N � u. Z - n — "a a O �,- a x I I T 'I�I I'I ILII i- _ WW t- x!..5 1111 III ILII W �� Z JIIHII-AI4 Q 4ILI J art Is O � _ __. �� -- a a I — N — tf1 a F �J V � � � � � il.i �. 1L_ LL J '�� ,.., is: "`- 1 CL 9) di a a Q Z _ o S� O� 21 �� f �1 jo 'siQQ O p � /\ F d O 43 p m f= �-PO 'U w �� ta a j Q m V (D rp • �.. �� / ;il '� f1 �•m mE�Zle6i� s Lo �aROOM as -0 o 1 0 i 5 }i Q 4 10 �r s of � t �Oy r 00 ?� tt I J �' r1 cl m Ock o A .. Y> M 4 oD Q r. i 5 fr IJ � ' , f t11 ,� - - 1 „ II ~ � 111 r ll II l Nw f31 4C Zlo6tr N DRAINA6E CALCULATIONS: S 40 "41'30 r 352.09' TOTAL PROPERTY = 120,000. 50. FT _ gr x — — SFS4 y GRAVEL AREA = 53,511.60 SQ. FT s . N ROOF AREA = 34205.0 SQ. FT A5PHALT/51DEAALK AREA = 11,204.51 50. FT E] 4 - A* *A ( I I C j LANDSCAPED AREA = 21p?S.89 50. FT I z 1 _I �_ � (ION SITE ONLY) CALL JLATIONS BA51=D ON 20 RAINFALL o .GRAVEL = 53,514.60 50. FT x .16'1 x .40 = 8,044.0 GU FT REQUIRED g . ROOF = 34,205.0 50. FT x .16-7 x I = 5,111.40 GU FT REQUIRED SITE A5PH/5WK = 10,414.5150. FT x .16'1 x .40 = 1,514.0 GU FT REQUIRED "1► / 201-011 f , r R w LANDSCAPING = 21805.84 50. FT x.1(51 x .50 = 1042.5 GU FT REQUIRED COMMERCE DfZ�VE /+ MIN ,, \ .� \•./� (11) 10'4 x I' RING = 68.4 GU FT a Q GRAVEL = 8,044.0/68.4 = Ill LIN FT USE (8) 10V x I6'DP POOLS = 128 LIN FT Jv O F s }„ ROOF = 5,111.4/68.4 = 84 LIN FT USE(II) 10V x 8'DP POOLS = 88 LIN FT PE'OF LANE — ® 10 4' {, I ASPHALT = 1,514.0/66.4 = 24 LIN FT USE(3) 10'0 x 10'DP POOLS = 30 LIN FT LANDSCAPE = 11092/68.4 = 16 LIN FT USE (1) IO'(D x 16' DP = 16 LIN FT MIN. ar' f 5,ANITARY 1215POSAL SYSTEM O}FFIGE 2,200 x .06 GPD = 132 GALLONS 1 \ \ WJAREHOUSE 32,000 x .04 GPD = 1,280 GALLONS 20'-0" /LIG I TlOTAL ESTIMATED FLOW = 1,412 GALLON5 � f \J/ MIN \r/ SEPTIC TANK CAPACITY REQUIRED (2 DAY FLONU t` 1,412 GALLONS x 2 = 2,624 NOT TO SCALE • 1 SEPTIC TANK = 3,000 GALLONS ` N ♦ LEACHING POOLS Q � LIEEGHING RATE = IS GALLONS/50 FT/DAY ` -;- DESIGN FOR FULL DAY FLOW = 1,412 SIDEWALK AREA REQ. = 1,412/1.5 = 942 'j\ - LINEAR FT OF POOL REQ. = 1,412/68.4 = 21.0' ZONING 047A. 1 L/01 �` P'ROPOSED 3 POOLS ® 10'0 x 8' DEEP= 30' fe\ / FROF05ED , / a AREA D R A I N A G E K E Y oHYSCE DRI EOC,4tION: ICAL 1, MMERI CUTCHOGUE, NY 11435 1 4B,� OWNER AMORE 101-0° I 1 IbOPTIC QJYSTOM 800 WIGKHAM AVENUE / \ PEGONIG RECYCLING AND TRANSFER r/ MIN. , O (3) 10' m x 8' DP. RING5 MATTITUCK, NY 11452 R 1 0 I ® / CONTACT PERSON Io'_o' _ ANTHONY DIVELLO ZONO \ LIO L/0 ` �` ` f (II) 100 x 8' DP. RIN65 TAX MAP INFORMATION I t�� + �. g ♦ �1 SGTM: 1000 - 45 - 2 - 5 � ,1 / R ASPHALT GR�4INAGE �. 10--o- MIN o-0 J/ 1+ L10/ ( It .rte t ` (3) 10' 0 x 10' DP. RIN65 MIN \; REVISION DESCRIPTION DATE it REVISEP LlOff lN6/LAND66APE/PARKIN0 07/II/0G REV PER TOWN COMMENT6 09/I�/vG j I REV PER TOWN GGMMENrS DR41N4GIE 4 REV15EP PER TOWN COMMENTS / \1 \ f/ f ® �\`\ /% (4) lo' 0 x 16' DP.RING5 5 REVISED PER TOWN COMMENTS 11/29/07 l R _ G REVISED PER TOWN COMMENTS 12/13/77 J r --- i ♦ MICHAEL Ka D UNN PR:OSEP SURFACE ♦,,d� _ REGISTERED ARCHITECT ° I At ti�� .._ \ 1981 UNION BOULEVARD BAY SHORE, NY 11'706 6"m 5DR 60 / \ I 15110 5DR 60 / �' \ �< � �_ i (631) 665-9619 FAX 969-0115 1------------t- APPROVED BY 95 (o(m a A 6AM16AN ZOO ♦ � PLANNING BOARD PERMIT ACQUISITION AND EXPEDITERS VJ TOWN OF SOUTHOLD - -- sK <j ?sx �� ! PNS f, 'rfis 1981 UNION BLVD BAYSHORE, NY 11706 DATE / (631) 665-9619 FAX 969 0115 ,6'�. .;��, r ..-z� :� � _� ;^�•.��,_., .•.�--�7�, r-�.n ��... a�." .� � 111E " -- c, r.__ �� s r 1 ) Q� "ENVIRONMNETAL COMPLIANCE 'PETROLEUM SPECIALISTS Z �`` ``��'- " —� `\ �f.' `� , ` �� l!/� G" �u € ` } / �+ �� 'COMMERCIAL SITE PLANNING "PERMIT EXPEDITING I r '// r N9�'16�'02t" tU s - - 1 �i� - ,_ - �- w.T - _ — RID61:— _ °_ — — 0 g j) 1 � i C tPRoposmfr^E✓ � AATER LIN j� 17t)~ f ��°� � ( 7 1 / 326SW y� H-20 LOAD RATED HEAVY DUTYMANHOLE OR I /� �j AND TO Be VERIFIED PAVEMENT COVER AND FIRAME SLOTTED FECOI V Ili I\EC�GL= I* I G AI D TRAI SFF-F, 560 COMMERCE DiRI VE ® CUTCNOGUE, NY 11935 ® REINFORCED GONG COLLAR PROJECT DESCRIPTION: SHEET DESCRIPTION: _I 0 0 0 0 0 0 I I_ NEW F,4CILITY DRAIN,4r-:;E PL,4N OOOOoo = Q0 0 p 0 0 BACKFILL WITH GLEAN SAND, GRAVEL MATERIAL UNAUTHORIZED ALTERATION OR 0 0 0 0 0 10'0 I I_ ADDITION TO THIS PLAN IS A z VIOLATION OF SECTION 7209 OF r; 7 THE NEw YORK O O O O - LAW.COPIES OFTATE THIS PDLAN NOT 1 " = a ' Q — BEARING THE PROFESSIONAL SCALE .I I 0 0 � PERFORATED PRECAST GONG. ENGINEERS INKED SEAL SHALL NOT RING5 BE A VAUD TRUE COPY. I I I EL��R TAX MAP# 1000-95-2-5 std ` �O — I -1 I III I III 1 I- SCALE: 45 NOTED - REINFORCED GONG FOOTING RING DWG.#: 4550C1,4TE 05020' DR T WOL L wl 1 1ANHOLS D A I "�� Q. ' � O�•F' DRAWN BY: CHKD BY: CP N�•� N,4,4 CUJC� SCALE = NOT TO SCALE ' ` DATE: SHEET" 08/29/0-f DWG.#: 5 J AA J 1 HHHPPP i , 1 1 1 ' I I 1 1 ( I ' I 1 1 I { , , I I ? I I 1 I t , , i ! , I I t { 1 I ' ! j ' ; 1 1 ' i i ' • t i 3 fi I ! 1 ! II t I I � f l 1 { I # { l f t I it l � # If i i ii 1I , I 1 1 1 i I I i I 1 I I it I 1 1 Ii i 1 I I , 1 I , i fi i , I , i , 1 I ? 1 1 1 i fl I= f II ! f � 11 ii I ii I� { 1 , 1 1 1 t , I Ii 11 ; ' fil I it i 1 it I , i 11 I I 1 1 ! I t > I 1 , I II 1 ' l iI fi If , E Ik I 1 1 I I 1 # I I I t !! i 1 I � 11 . I , II . ,. . I. ► 1 . I , 1 II , !7771 1 I ' -- it i , 1 i ? I , I { , I1 1 ! 1 f i ,I, fI! ! • I „ , ; , I t ! 1 ? 1 : i1 !�1 'If � 'i i I I i I I ' I I 1 1 I I ? I ? I 1 ? I { 1 1 1 1 i t ; i 11 ! ' 1 1 i , I I E , I i ' t I I i t ? 1 'I!i I � I ► � I , i l , til I , I� I , i ' i l I ! t � iiit l i il ! ! ! I 11 illllil I;I i I ? ii 1 1 Ii i ? i l iI I I I , Ilt 1 it ! l 1 Itl , i 151, GRADET _r�_, - �. _�____ i i i i k r6 rm L F A or 1 ® NOT TO SCALE S C L E = 1 " = 10 ' ZON i NCS DATA { . , ? ? I i I ►? i { tl 11 1 , , 1 i ' i ' I I I PHYSICAL LOCATION: ! ! i ' I 'II COMMERCE DRIVE , GUTGHOGUE NY IIg35 , ! ( I , i 1t li 1 i I I I I l i „ I 1 Ii i1 { S OWNER ADD�� PE t f ; 1 I { I ; I 1 ! { t f 't ! I i ? 1 I I I 1 , ► I , 11 t t i I ' � ! ' I # , ;�, GONIG RECYCLING AND TRANSFER 800 WIGKHAM AVENUE II II iI ? 1 1 i ? 1 4 MATTITUGK NY I gS 1 - 1 12 JTCCS /gyp EP I , Gl/n[�!�ATL...V CONT�4Ct PERSON ILDINC� SIDING ANTHONY DIVELLO (63U 2a8 8888 " tll 1 { ! , t i { �f ' , i ? I itlll ? ' ' i i11 II 11 , ' f .►i I ' t I � f tl i „ tl fftfi , Llo I ; { I 1 l I TAX MAP INFORMATION 5GTM: 1000 - q5 - 2 - 5 F 4 1 f N ® '� # ELM \/ AT 1 ® N SCALE - 1 " - im ' { r REVISION DESCRIPTION DATE I REVISED LIGATING/LANDSCAPE/PARKING 2 REV PER TOWN COMMENTS 3 REV PER TOWN COMMENTS 11/30/0% 4 REVISED PER TOWN CGMMENTS 08/29/0, 5 REVISED PER TOWN COMMENTS 11/29/07 G REVISED PER TOWN COMMENTS !„ ! Ii 1 I , I I , 11 li it I I , , 1 It Ii li I 1 1 1 , i ' 11 f I I I I I I I It II 11 ii t 1 , t E 1 , 1 f I { 1 t I it III t , I 1 1 i 1 I ' i 1 11 I i I I 11 11 1 I ' , 1i 1 , i 1 1 { I I 1 ? II , it li I 1 I I I 1 { I 11 I iI t t { II tf , f i ' I ' , 1 II i1 I1 11 i1 i ' ! f t , 1 ? I I i I t 1 I 1 t1 i ' tl 1 li I i I I ff I t it I , i „ I _ I { . 1 , I I , I ? f 1 , 1 i 1 1 1 1 II 1 c „ 1 , I I tl I ? I I t 1 I I I I # . t ! f 1 I 1 1 t 1 1 i 11 I I 1 i 1 I !I 1 1 it 1 I , is i 1 t , 4 It I I 1 ' I , 1 i I , , II 11 1 i 11 • , , fi 1 t ? ! ! 1 { t II ; 1 1 I 1 it I ; I i , i , Ii i 11 11 it 1 , li If 1 i l fi , , I ? ? ; ' I If i I 1 1 I I I l i 11 1 t l i 1 I 1 ? { t I II f { ! I , I I ' , , ti II I 11 1k I iI ! I , 11 I1 li tl i ` i • 1 , t , I it t 1 1 t , E ! I 1 i 11 it i t , t 1 I I , I , 1 I 1 I , 1 11 1 I 1 It I 1 i ( # I 1 „ t I , I t , 1 I I I t 1 1 I =11 Ii , 1 11 I I I { 7 ' t ; i 1 ?• i1 II I It 11 1 li 1 i I 1 II I I , i , it fi i 1I i I r I ! 1 , „ 7 • I i I , , i I i ! 1t 1 I II k t 1 l { i , 11 11 11 11 it , II g fi 1 , t I I , , t 1 1 11 t II ? it ' i it t 1 I i I , If „ f { I I l 1 1 1 1 I 1 ! i tl i I I I , t t { fEl 1 f 1 1 i i I l MICHAEL T//T/��)T N � �O � V 1 V 1 V I , I 1 1 I 1 i 11 1 , I II { I 4t I ft i i 1 I I , I , 7tj{f i l t ' ! k I { it f 1 1 1 1 1 1 i I i I } tf ' I , I i it I 1 It f ; t ii I i , l 1 REGIS t 11 t I I TEREDARCHITECT , I 1 1 „ I i t � '• t , , : , 1 1 1 , , I , tl li 1 ? 1 I 1 4 i I 1 1 1 i I 4 1 t I it 1 II I I I I I I I i I t 1 1 I I 1 1 t 1 i I I i I 1 1 1 ! 1 1 1 I t 1 { 1 I { I 11 i 1 , I I • I I II I II 198 1 UNION BOULEVARD ARD B I II 11 i 1 1 I AY SHORE NY 1 7 6 I 1 .l. U l 1 1 t l 1 I I I I 1 ! 1 i i , I 1 11 I t i 11 1 , 1 , t 11 11 I III „ 1 I 1 I 1 I , -.-.-- I 1 I 1 I ! I 1 I 1 I { l ] I I 1 li I I i 1 1 ! f f I ! i i 1 I I I ,' I I I I I I ! ? I I I l 1 I I i I I 1665-9619 I I1 11 I 1 # ! , 1 ! t l ? I �I t � 1 !1 6 � . � 31 _ FAX 969-0115 „ I I I I , I 1 I I , i i I I I , , 1 r t l I I ! I I I f . 1 , 1 i I I 1 i i 1 I , I I 1 1 f Il _ 1 e I 3 }} I . Wit"• y-�� _ { 11 I I I I 1 l 4 L rmLrm i � N _ SALE = 1 11 Im 1 PERMIT ACQUISITION AND EXPEDITERS 1981 UNION BLVD BAYSHORE, NY 11706 (631) 665-9619 FAX 969-0115 'ENVIRONMNETAL COMPLIANCE 'PETROLEUM SPECIALISTS *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING i I ,I 1 I t ' I ! � I ? t - FEC®NI�:! RECYCLING�/,� ING ,�ND T�i�ANSPE 8(00 COMM C iV �� PR i� , , I { { I C UTCNO CSU Nei' 11935 II = z fi I , ii I 11 it PROJECT DESCRIPTION: SHEET DESCRIPTION: D iI t I ; ft 1 , AP �F'�Y 5 APPROVED NEUJ FACI ITS I , I , ; t i I I i ; # i ? i I � 1 I ' i 1' I ! I I I ! I • i ' � 1 ' i({I , l � , 1 I I4 i ' 1 i { , f i I , 1 i ! 0�� M • L ELE V�4T IONS ` I I ? I { ' i 11 ? I f { II , t , I , I I , I 11 I fi I 1 iII ! t � I• 1 � ! ! ? I , 1t f fi ; t1 13111LD!NC-5 SIDING PLANNING BOARD UNAUTHORIZED ALTERATION OR TOWN OF SO�JTH ADDITION TO THIS PLAN ISA I is I i1 1t ii it I ? sl i ` I � I ; ! I i OLD °� I I I 1 1 1 ! 1 t ? t I VIOLATION F O SECTION 7209 OF { II , THE NEW YORK STATE EDUCATION ,'„I.1.. ,._ 1 , DAT r' „.,..>` ��• >,. `-'!. `t LAW.COPIES OF THIS PLAN NOT E - E• � I I I� i i � ? i I � ' I i i � ? ? ! i I I ? I � 1 ! � ' ��.�, . BEARING THE PROFESSIONAL I ? # / u C�� ENGINEERS INKED SEAL SHALL NOT a BE A VALID TRUE COPY. -- It TAX MAP# , oo Q -- i ICK � ; 1000- .J</0-1-8 � i i 1 � it i ” 1I ! ? j� i llltllli ! I Ii ' I ? I ! 13R vENEER j Al SCALE: c�zAPE 1 i ` `� ,45 NOTED �; ` ;;,� • �'� � DWG.#: --- . ,455OC I ATE 05020' DRAWN BY: CHKD BY: GWG DATE: SHEET ;I SCALE = 1 " = 10 ' 08/28/0—i DWG.#: Of= `i g SITE 7� a (iOMIvoJ DRIVE DEPOT LANE 083-03-06.1 083-03-mro.) 10750 OREGON ROAD 10750 OREGON ROAD MI3RIDE, PRANK J. M13RIDE, PRANK J. NOT TO SCALE s RPD 13OX 159, OREGON F OAP RPD 130X 159, OREGON ROAD CUT6HOC7UE, NY 11935 (,UT6HO6UE, NY 11935 ZONING DAtA PHYSICAL LOCATION: \ COMMERCE DRIVE )&-01-002 � 96'�2'S GUTGHOGUE, NY 11985 2075 COUNTRY ROAD A•8 o20310 GOUNSY ROAD X18 o. M13RIDE, PRANK J. MGALL, RUS EL G. OWNER ADDRESS / ROAD 139 155 SPRING STREET SW d�G OREGON ROAD ATLANTA, 6A 30303 800 WIGKCONIC HAM AVENUE AND TRANSFER ' S 6UT61106UE, NY 11935 , _ MATTITUGK, NY 11952 I ' CONTACT PERSON r ANTHONY DIVELLO (b31) 298-8888 095-02-0001.1 9ro-Ol-001 7155 DEPOT LANE KRUPSKI, JOHN P. & SUZANN M. 2-0345 MAIN ROAD TIDE GROUP, INC. L1'°� 14 COMPASS COURT N IC RI=G. & TRANSFER SITE G/0 H. RAYNOR HUNTINOTON, NY 11743 IGKHAM D IVE UGK, NY II 52 P.O. f5OX 1459 MATTITUGK, NY 11952 TAX MAP INFORMATION 5GTM: 1000 - 95 - 2 - 5 I COMMERCE DRIVE 96-01-04 96-01-00 �. 9�0-02-271 . 19870 COUNTY ROAD 48 G810 DEPOT LANE 20345 MAI ROAD SUPPGLK COUNTY C-70ODWIN, JAMES D. TIDE &W, INC. 330 GEMTER DRIVE - \ (o810 DEPOT LANE G/0 H. f�AYNOR RIVERHEAV, NY 11901 REVISION DESCRIPTION DATE P.O. SOX 14-59 P.O. Pow 1459 6UT6H06UE, NY 11935 MATTIT)JCK, NY 11952 I REVISED LIC�IITINC�/LANDSCAPE/PARKING 2 REV PER TOWN COMMENTS 3 REV PER TOWN COMMENTS II/3a/O� DEPOT TAE h REVISED PER TOWN COMMENTS 5 REVISED PER TOWN COMMENTS 11/2-9/;17 / 9(o-04-5 REVISED PER TOWN COMMENTS IZ/13/o� 116005 DEPOT LANE 5755 DEPOT LANE - --- - — — — — — t�iZ C JOHN P. & SUZANN M. GHUDZINSKI, &ENEVIEVE _- 14 COMPASS COURT 5755 DEPOT LANE 095-04-10 HUNTINOTON, NY 117 3 CUT6HQ6t E, NY 11935 7155 DEPOT LANE KRUPSKL ANN MARIE SKYLINE DRIVE P.O. 130X 409P 95-02-3 LIVIN06TTON MANOR, NY 12758 7100 DEPOT LANE e0ODWIN, JAMES D. & MARYLIN 7200 DEPOT LANE MICHAEL Iia D UNN GUTGHOOUE, NY 11935 —--- REGISTERED ARCHITECT 1981 UNION BOULEVARD BAY SHORE, NY 1170E (631) 665-9619 FAX 969-0115 R044 u 1*IAf SCALE = 1 " = 200 ' �� PERMIT ACQUISITION AND EXPEDITERS 1981 UNION BLVD BAYSHORE, NY 11706 (631) 665-9619 FAX 969-0115 'ENVIRONMNETAL COMPLIANCE "PETROLEUM SPECIALISTS 'COMMERCIAL SITE PLANNING 'PERMIT EXPEDITING 000 HOT TAR SEALANT " ��OV I/ RECYCLING CCYCLIVG AN p TRANSF F�> it FINISHD GRADE � PAVEMENTSURFAGE Fo 1 1/�+, 8(00 COMMERCE DRIVE o PAVEMENT CUTCNOCU , NY11935 tF D _ ✓O I I ✓ 1 I I L C7OLD LETTERS PROJECT DESCRIPTION: SHEET DESCRIPTION: --. , . TOP OF CUR15 MAX VARIAN! E MAX a NEW FACILITY DETAILS/RADIUS MAF0-1 ;s a•�. 14 PAVEMENT Q ADDITION TO THIS PLAN IS A ++ I GREEN PAGKROUND UNAUTHORIZED ALTERATION OR s 2 #4 CONTINUOS f�p r I 1.n� ANSlvnly EPP sfiil� VIOLATION OF SECTION 7209 OF U / Y THE NEIN YORK STATE EDUCATION JOINT (TYP.) ENLAW.COPIES THIS PLAN NOT qn — BEARING PRG THE PROFESSIONAL 28 DAYS — EXTERNALLY ILLUMINATED �D ARS' ENGINEERS INKED SEAL SHALL NOT 4000 PSI GONG. AT NOTES BE A VAD TRUE COPY. I. ANY EXCAVATION BELOW DESIR 7 GRADE DUE TO OVER EXCAVATION OR NET ® ROA �L K � ��,�� TAX MAP# 501E CONDITIONS SHALL BE BA :FILLED WITH 3/4" GLEAN CRUSHED STONE. APPROVED BY �U ��' 1000-9(0-1-0 _ SCALE: ALL 51,15GRADES SHALL BE APF OVED BY THE TOWNSHIP ENGINEER PRIOR TO POURING. PLANNING BOARD r j AS NOTED E P` �VIOED AT EQUAL DISTANCES OF NOT MORE 2. EXPANSION JOINTS SHALL B W % ' STORM SEWER JLETS. JOINTS SHALL HE FILLED WITH DWG.#: THAN 20 AT ALL D CURB 4T DRIVEWAY ��',� I� TOWN OF SOUTHOLD � � �� ,�� ,� ASSOB LATE 0 KD B PERFORMED EXPANSION JOINT F LER, 1/2" THICK. THE JOINT SHALL BE P �� /� J� I RECESSED I/4" FROM THE TOP ND FRONT of THE GONGRETE CURB. SCALE = NOT T O SGA E I G D rm or fel ( #� DATE ��% �� r�� DRAWN HAA Gwr-5 SCALE = NOT TO SCALE DATE: SHEET CONCRETE C uRe DETA i !� � 00/20/01h DWG.#: � SCALE = NOT TO 5CALE t ,s sv ' 8FfIt, nwnunununununununu 1m111u11u11u11u11u11u11u11u11u11uIIuIIuI ul n n nnnn nn �A� n U nnun n UAV nlnunununununununun IlIuIIuIIuIIuIIuIIuIIuIIuIIuIIuIIuIIuIIuI Ul n u nnunnUn D u u nII anIIIununIIunu II II h UnUnUnUnUnUnUnUnUnUnU UUIInIInIInIInIinllnllllnllnllnilnlmnll n noting INIt n nnnnnnn nnnnnnnnnnnnnlln nnnnnnnnnnnmiw lUwuw mUUUUUUUUUUUI NI u Hau U nwnunununununununun � ?' SITE - canAn vRlve �' I mor L,aNe __-- TI, s s mm nnu m, A In nn wnmu NOT TO 50ALE t' 00Z I ZONING DATA k 8 m m 1 8 mem mn im nm Y mn I, II I WII Ildl ® �� Ilnu m�mmm .. PHYSICAL LOCATION: 's COMMERCE DRIVE CUTGHOGUE, NY 111135 p A y n l nnnm w ,w PEGONIG RECYCLING AND TRANSFER nwuwmmm� 800 WICKHAM AVENUE wwlolwiwiu MATTITUGK, NY 11952 ��.,..I .....,....,.., ._..... _.--.____ CONTACT PERSON ANTHONY DIVELLO (63U 298-8888 nrlg3 ' ZONE_.., UO TAX MAP INFORMATION 1 50TM: 1000 - q5 - 2 - 5 f� jN� �tl�t O �U ® PI Rt1'� 1�lT ® r�IGR CL�� uR AN I I,�I < � t 1 I. NO 501E SHALL BE REMOVED FROM PROJECT SITE. 2. A GRAVEL COVERED AREA SHALL BE SET ASIDE AT EDGE OF SITE TO POWER WASH { MACHINERY BEFORE EXITING SITE. I. GENERAL CONTRACTOR SHALL SECURE ALL SUBCONTRACTOR'S PERMITS FROM ALL APPLICAE5LE AGENCIES HAVING 3. VEHICLES AND CONSTRUCTION EQUIPMENT ARE LIABLE TO BE QUARANTINED IF THE 501E i JURISDICTION AND UPON COMPLETION OF .ALL WORK. CONTRACTOR SHALL OBTAIN ALL REWIRED APPROVALS FROM 15 NOT COMPLETELY REMOVED. � - GOVERNMENT AND LOCAL AGENCIES INVOLVED PRIOR TO FINAL PAYMENT. REVISION DESCRIPTION DATE: i 2. GENERAL CONTRACTOR SHALL RETAIN ON'-Y LICENSED GONTRAGTORS FOR PLUMBING, ELECTRICAL AND ANY OTHER I REVISED LI611rINC�/LANDSCAPE/PARKING _ 07/11/ TRADE THAT REQUIRE5 LICENSING. --------_--- 3. GENERAL CONTRACTOR AND/OR HI5 SUBc'::`I.TRACTOR5 HAVING JURISDICTION SHALL GALL FOR ALL INSPECTIONS 2 _ ^REV PER TOWN roMMFNrs o�/I a/�� OF HI5/HER WORK AND OBTAIN WRITTEN ':'314-OFFS AS REQUIRED. 3 - REV PER TOWN GOMMENrS 4. ANY CHANGE5 TO APPROVED PLANS MAPF BY THE CONTRACTOR SHALL BE HIS/HER RE51PON6151LITY AND ANY WORK REVISED PER rowN GOMMcNrs _ ��l2 /c fi THE RESPONSIBILITY OF THE CONTRACTOR. THEE CONTRACTOR SHALL --_� AR151N6 FROM SAID CHANGES SHALL BE •r�� SOLE s REVISED PER TOWN GOMMENrS REIMBURSE THE ARCHITECT OF RECORD FOR SAME. �,1,®, NOTES I G REVISED PER TOWN GOMMENrS 5. FIELD CONDITIONS: CONTRACTOR SHALL VERIFY ALL CONDITIONS A5 WELL A5 ALL.DIMENI510N5 AND CONDITIONS I. THE PLAN SHALL INCLUDE THE PRECISE LOCATION OF ALL BUILDIN65, STRUCTURES, EMPLOYEE AND TRUCK PARKIING, LOADING, INDICATED ON THE APPROVED PLANS. INTERNAL CIRCULATION, CONTAINER 5TORAGE AREAS, STORAGE FOR RECYCLING, AND ANY OTHER - �---- UNLOADING, AND TRAFFIC, AREAS, 6. PRIOR TO BEGINNING WORK. ANY SMALL BE BROUGHT TO INFORMATION DEEMED PERTINENT TO AN ADEQUATE REV VARIATONS FROM CONDITIONS INDICATED ON THE PLANS 5 IEW OF THE PROPOSAL. - ----- ---- -- - - ---� THE ATTENTION OF THE ARCHITECT AND QWNER'S REPRESENTATIVE PRIOR TO WORK COMMENLSEMENT. 2. A MINIMUM LOT AREA OF 120,000 S.F. AND THE RIGHT TO REQUIRE A GREATER LOT AREA, SUCH REQUIREMENT 'SHALL BE BASED ON 1 RDINATION OF WORK: THE CHARACTER AND 5COPE OF WORK ARE ILLUSTRATED BY 'THE WORKING DRAWINGS. THE 5G><tLEON A DAILYOF IBA515, ANDON ASMEASTHE URED NOTRB UIREMENT5FOR VEHIC EINCPARK NGF THE B75PAND MOVEMENT OR A FINFOR THE SITE, THE DG THAT ELOIP PERATION CAN } GOO CONTRACTOR SHALL CAREFULLY EXAMINE ALL PLANS AND SHALL BE RESPONSIBLE FOR THE INSTALLATION OF HIS/HER DBE ADEQUATELY SCREENED FROM ADJOINING PROPERTY. WORK AND PROPER COORDINATION WITH ALL 5UB-CONTRACTORS. CLOSEST POINTS OF ORK COMMENCEMENT, CONTRACTOR SHALL DELIVER, TO OWNC-R, GERTfIFIGATES OF INSURANCE 3. A MINIMUM DISTANCE OF 400 FEET FROM A PROPERTY ZONED FOR RESIDENTIAL USE MEASURED FROM THE TWC� 7, INSURANCE: PRIOR TO W FOR BOTH COMPREHENSIVE GENERAL LIABILITY AND WORKMAN'S COMPENSATION 5PECIFYIN&y LIMITS AS REQUIRED pF THERRESIDENT AL STRUCTURE TO rT,HE1PA.RGELOBOUNDARY NEXISTING RESIDENTIAL STRUCTURE MEASURED FRO1,H THE CLOSEST POINT MICHAEL K. D U r�r - - BY THE LOCAL GOVERNING MUNICIPALITIES. 8. LIEN WAIVERS AND SWORN AFFIDAVITS: CONTRACTOR SHALL FURNISH TO THE OWNER, INIITHIN 50 DAYS AFTER 4. 5U5MI5510N OF A ROUTE PLAN TO INDICATE THAT TRAFFIC GENERATED BY THE FACILITY WILL HAVE A MINIMAL IMPACT ON REGISTERED ARCHITECT F, 5i COMPLETION OF WORK, FINAL WAIVERS OF LIEN FOR ALL WORK PERFORMED AND FROM ALL SUBCONTRACTORS AND RESIDENTIAL STREETS. 1981 UNION BOULEVARD BAY SHORE, NY 11.70(' .` AND MAJOR SUPPLIERS. 5. PROVISION OF ADEQUATE LANES FOR VEHICLES ENTERING THE FACILITY. (631) 665-9519 FAX 969-01 15 q. QUALITY STANDARDS: ALL PROPOSED WORK SHALL BE PERFORMED IN A FIRST GLASS, WORKMANLIKE MANNER AND SHALL BE IN GOOD AND U5EABLE CONDITION AT THE: DATE OF COMPLETION THEREOF. CONTRACTOR SHALL GUARANTEE 6. ALL 5ORTING, BAILING, PROSE551NG, CRUSHING, AND SIMILAR INTENSIVE ACTIVITY ASSOCIATED WITH THE FACILITY, INCLUDING STE MATERIAL, SHALL BE CONTAINED INSIDE A ,,• ALL WORK PERFORMED TO BE FREIE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR ONE (I) STORAGE OF ALL CONTAINERS CONTAINING RECYCLABLE AND WACOMPLETELY YEAR FROM DATE OF COMPLETION OF ALL PUNCH L15T ITEMS AND ACCEPTANCE HAS BEEN CONFIRMED, IN WRITING, ENCL05ED BUILDING WITH AN IMPERVIOU5 FLOOR SURFACE. FROM THE OWNER'5 REPRESENTATIVE. GONTRAGTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR, i G ARLES FOR ANY AND ALL WORK DONE WHICH MAY BECOME DE�FEGTIVE WITHIN THE SAID 7. OUTDOOR USE OF THE PROPERTY SHALL BE RESTRICTED TO THE PARKING AND MANEUVERING OF VEHICLES, THE WASHING OF WITHOUT ANY ADDITIONAL H , �J�J I ONE (U YEAR PERIOD. THE CORRECTION OF SUCH DEFECTS SHALL INCLUDE, WITHOUT ADDITIONAL CHARGE, ALL VEHICLES, SCALES NECESSARY FOR THE OPERATION OF THE TRANSFER STATION, AND THE STORAGE OF EMPTY G�ONTAINERS. I EXPENSES AND DAMAGES IN CONNECTION OF SAID REMOVAL, REPLACEMENT OR REPAIR WITW ANY PART OF THE WORK PERMIT ACQUISITION AND EXPEDITERS WOR K WHICH MAY BE DAMAGED OR DISTURBED. ALL WARRANTIES AND/OR GUARANTEE5 APPLICABLE TO THE MATERIALS 8. THE STORAGAL p��LODGATED AND SCONTAINERS EENED IN HEA MANNRESTRICTED ER SO A5 NOT TO BE VISIBLE FROM E STREE ON ADJO NTNG N TH15 1981 UNION BLVD BAYSHORE, NY 11706 - OR THE WORKMANSHIP ON OR WITHIN RESPECT TO THE OWNER'S WORK SHALL BE GONTAINEL7 IN THE CONTRACT OR EQUIPMENT S - SUBGONTRAGT WHICH SHALL BE 50 WRITTEN THAT SUCH GUARANTEE AND/OR WARRANTEE SHALLL INSURE TO THE BENEFIT PROPERTIES. (631) 665-9619 FAX 969-0115 OF THE OWNER. q. ON-STREET PARKING OF VEHICLES, CONTAINERS, OR ANY OTHER EQUIPMENT OR MATERIALS IN ANY WAY CONNECTED WITH THE r 'ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS } 10. THE INSTALLATION OF ALL SITE AND HIGHWAY IMPROVEMENTS INCLUDING EXCAVATION, BACKFILL AND COMP ACTION FACILITY SHALL BE PROHIBITED. OF THE TRENCHES FOR SANITARY SEWER5 AND UTILITIES SHALL BE 5UPERVI5ED BY THE APFPLIGANT5 PROFE55IONAL `COMMERCIAL SITE PLANNING "PERMIT EXPEDITING ENGINEER (LICENSED BY THE STATE OF NEW YORK, ORA LICENSED LAND SURVEYOR WITH A -7205N CERTI�IGATE) WHO IO. WHERE FEASABLE, TRUCK LOADING AND UNLOADING AREAS SHALL NOT FAGS THE STREET. SHALL SUBMIT A SIGNED AND SEALED LETTER TO THE TOWN OF RIVERHEAD 5TATING THAT TfHE IMPROVEMENTS HAVE tl. ALL TOXIC AND HAZARDOUS MATERIALS SHALL BE PROHIBITED. BEEN MADE IN ACCORDANCE WITH THE 51TE PLAN AND INSTALLED TO THE APPLICABLE: NEWT YORK STATE, SUFFOLK z COUNTY OR TOWN OF RIVERHEAD SPEGIFICATION5. THE CERTIFICATION SHALL AL50 APPLY TO THE PROPOSED ROAD OPENINGS ON EXISTING STREETS. SAID WORK ON E'.X15TING STREETS SHALL INCLUDE TRAFFIC, MAINTENANCE'. AND THE 12. THE MAXIMUM HEIGHT OF THE FACILITY SHALL NOT EXCEED 55 FEET FECONIC REG'CL INC AND TFRAN6I= F? PLACEMENT OF TEMPORARY-AND FINAL PAVEMENT. S(oO GOMMEFGE DFIVE 13. A MINIMUM OF 20 FEET OF LANDSCAPED SUFFERS, INCLUDING STREET TREES, SHALL BE PLANTED AND MAINTAINED ALONG ALL � HAT ARE TO BE MAINTAINED, SHALL BE GLEANED AND INSPECTED. STREET FRONTAGES. LANDSCAPED BUFFERS SHALL BE ENTIRELY LOCATED WITHIN THE SUBJECT PARCEL BOUNDARIES. GUTC;HOG;UE, N1' 11935 II. ALL EXISTING LEACHING POOLS/DRYWELLS,T 12. DEBRIS SHALL NOT BE BURIED ON THE 5UBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRII5 SHALL BE DISP05ED OF I4• A 51X-FOOT HIGH FENCE SHALL BE INSTALLED AND MAINTAINED BEHIND SAID LAND50APED BUFFERS. FENCE COLOR AND _ IN ACCORDANCE WITH ALL LOCAL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICAIBLE CODES. MATERIALS SHALL BE APPROVED BY THE PLANNING BOARD. PROJECT DESCRIPTION: SHEET DESCRIPTION: r 13. ANY BROKEN OR HAZARDOUS 51DEW ALK OR DRIVEWAY APRONS OR CURB ADJACENT To THE SUBJECT 51TE SHALL BE 15. HOURS OF OPERATION SHALL BE DEMONSTRATED BY THE APPLICANT TO BE LIMITED TO MINIMIZE IMPACT ON SURROUNDING NEUJ FACILIT�I' COYER SHEET REPLACED IN ACCORDANCE WITH CURRENT STANDARDS. PROPERTIES. D BUMPS ARE PERMITTED ONSITE. ; 54(: ON 7E �,If•�T CONDITIONS HESE PLAN 14. NO SPEE ioo-z54(I};:s,l�l�".�?.F CE5 THAT TT�E HSNDITI�NS OF THE SITE PLAN UNAUTHORIZED ALTERATION OR FOR DRAIINAGE PIPE(5) AND SHALL {1N THE rdrso5�'; o�v of ru'PxovaN.DATED ADDITION TO THIS PLAN IS A 5 ��ACCEPTED.(SEE C D7TI ON L VIOLATION of SECTION UCCA Or 15. ALL DRYWELLS AND GATCHBA51N5 SHALL BE PRECAST, WITH PRECAST OPENING ( 1 r Mi THE NEW YORK STATE EDUCATION CONFORM TO SUFFOLK COUNTY STANDARDS. V BEA COPIES G THE PR THIS PLAN Nor PLEASE PRINT BEARING THE PROFESSIONAL \ I ENGINEERS INKED SEAL SHALL NOT 16. ALL PARKING AND PAVED AREAS SHALL BE REGULATED WITH POURED CONCRETE CURBING IN AREA5 WHERE GARS U L/JU� �a YIL� G,y BE PLACED A MIN OF 3' OFF THE � j _bi �" NI BE A VALID TRUE COPY. BUILDING5. THE CURB SHALL °" T17LE As �'EI k �A TAX MAP# ARE PARKED PERPENDICULAR TO PROPERTY LINES Aurxo ED QNATURE ► t�`� PROPERTY LINE AND/OR BUILDING. CURB SHALL BE PLACED IN ALL PAVED AREAS TO PROTECT PEDESTRIAN TRAFFIC. * .4 1000-135-2-5 IT ALL SITE PLANS MUST COMPLY WITH ALL PROVISIONS OF THE CODE OF THE TOWN OF OYSTER BAY, BUILDING ZONE UTHOLD LANAPPROVED BY - SCALAE: ORDINANCE OF THE TOWN OF OYSTER BAY. TOVNOIFSOUTHOLDPLANNINGBOARb AS NOTED � r chahl STING EXCEPT WHERE OTHERWISE NOTED. DWG.#: 15. ALL SIDEWALKS AND STREET GURB5, ETC. ARE EXI AUT RIZEDS�NATURS nrLE DAYS .y G �y al :�,� ASSOC,IATE 05 ALK. TE:The ved site developmment plats shall be valid� �� DRAWN NAA G UJG� ,r. Iq. COUNTY PERMIT 15 REQUIRED TO CONSTRUCT GURB5/51DEW NO p;1� - a period of thrix(3)years fi' iL the date of approval ea per DATE: SHE E 20. REPLACE ALL NON-APPROVED CURB GUT5 WITH STANDARD COUNTY CURB, TYPE "G"; REPAIR ALL DEPRESSED, CRACKED (code section 103-255. OS/29/0-I DWG.#: OR MISSING 51DEWALK AND CURBS. t �4 1 ORAM E �4ST ELEYAor 1 ON S C A L L = I = 10 F 1 E STEN_ CCPR OATED $UILPINB SIDING r GRADE NO �' TH ELEY .4T I ON S C A L E = I " = 10 I ,i t 6RAM FAX WINDOWS CAST IN SnXW MATO MW MW MEW AT OFFICE, TYP 7 M-0 LJEST ELEYAT I ON 5TE$ GCRRWATED MLDINb 51DIN6 6RME NORTH ELEVAT ION 5GALE = 1 = 10 El GRAPE FAX WINDOWS CAST N STUCCO. MATCH FEAR FEAR tV&V AT al9CE, TYF 7 FWS LJEST ELEV ,4TION 56ALE = S 4 c�i Q cR 6RN7E SOUTH AT ION SCALE = I " mi 1 11111 I II I N II �uuimi V�VII�I 4 4 � III Hill I r ROOFING MATMW- OVU. W- 8f4MN TO ca„w ACNr TRU ANP ACaW AW S W L M OMMIN MOOM WSM ORffM o _^x1 l'J 11 11 11 11 Hill i ROOFING MATERIAL GM&L M GREEN W 6OAdPL14V TRIM AW ACaW DMD pU1 m rm," OIALL AE A MlM IN OR MOM eSSM 6RMN P"NO SIDING %WL WE "CMN MOORS DUPE MAY Of" GR EQIW_ PAWW DMD (D A MIN MOORS ESSM GREEN OR E400 III Hill IIIII I IIIIIIIII III 1111111111111 SflM- CORP MJ PM 5"W TED L n M;U.K VM4MR SITE I KAY 1"� ,4P Nor To Sca.E ZON f NCS t�,4T� PHYSICAL LOCATION cure" iioEUEmewaE, w IITS BAN.Y. N.Y. OWNER ADDRESS 800 ITUGIC�GN�Y 11962 AND TRANSFER MATTI CONtACt PERSON ANTNONY DIVELLO ZONE 691-2q8-8888 LIO t TAX MAP INFORMATION WTW IOOO-96-01-06 REVIEWED PLANS TO BE KEPT ON JOB SITE AT ALL TIMES DURING CONSTRUCTION FOR INSPECTORS' USE REV1510N pESGRIPTION DATE Rm"r, MATERIAL OVLL DE 6REBJ TO cavfu wr TRIM MD AC,-ZW DMD PLUM FASCU MICHAEL D UNN 0AJ- IX- IIN R.A MOME � � REGISTERED ARCHITECT 1981 UNION BLVD BAYSHORE, NY 11706 (631) 665-9619 FAX 969-0115 FD PERMIT ACQUISITION AND EXPEDIT 1 R 1 TTNTnIV T!T Vn 1DAvovnnL+ ,.,., MPTTITUGIC, NY• 11952- CONTACT PERSON ANTHONY DIVELLO Q 681-2q8-0660 �i ZONE LIO TAX MAP INFORMATION 5GTW 1000-46-01-06 REVIEWED PLANS TO BE KEPT ON JOB SITE AT ALL TIMES DURING CONSTRUCTION FOR INSPECTORS' USE RPVISION pI5%Mpr DATE ROOFING MATERVL 5FW1 OE 6RtM TO COMM-NWr TRIM AND ACCENT t,*V 0"N& FAAAA MICHAEL D UNN, R.A q-KL OE. OM LW11N OWAIM RESSM ORMN REGISTERED ARCHITECT EVIL 1981 UNION BLVD BAYSHORE, NY 11706 (631) 665-9619 FAX 969-0115 re �� PERMIT ACQUISITION AND EXPEDITERS 1981 UNION BLVD BAYSHORE, NY 11706 (631) 665-9619 FAX 969-0115 *ENVIRONMENTAL COMPLIANCE *PETROLEUM SPECIALISTS *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING IC RECYCLING AND TRANSFER COMMERCE DRIVE T �.� ., PECONCUtCHOGUE, N.Y. 11935 = PROJECT DESCRIPTION: SHEET DESCRIPTION: . ' °4 NEU1 BUILDING ELEVATIONS h Ug tnr z Iteration or ai �o th�a l'42W a f ae Hpn of �06 N14ork t � cation at, b aw. earl P}i�� o eaa an not englnp fn�Cea aealieFcll not �• vGt \ be a w'Id true copy. TAX MAP# SCALE: AS NOTED --- DWG./k ASSOCIATE 050201 c7 DRAWN BY., CHKD BY.- KZ Y:GWG -- __ - DATE: SHEET 03/01/01 - 2OF2 1 . s 1 IFNI 1 -, .4 TPI � 1 1 I. 1 '1 s► 1 I 1 '1 1 i 1 i 1 i 1....1....1 01 ; MF.�. °; _ _ "' .. �.- .- � . � � . ° 'I� � - '. - �� . . : - =J �� ,- '� '� ' '1-'� �� .- , ; 1 1 1 �� f � , �. �-. �-�� 6 .. :1....1....1 � � � ,�,� ---� .- a�F � -- - _- ._. �. .. � . . , . . __ ._ W �..-- ��,--�. ��` ` /. �, `.` (kir 1 �� . ,. _ - .�� _ _ __ , , - - . - . d} e: I I I I I -a`----J -- I - AAML I • _�V R J, x M STORAGE AREA / (5-d' X I V--d) I ASW AND G & D A� \ 5RIS LOADING AREA X iw-d7 / \ � 1 i • P ANP IiAZARDOUS X IORA2-66 )AREA � t ' MSW DEbRIsgyEL UNLOADING AREA i) .5 R.�. OFFIGe AREA: a wo sq Fr PROP. FFE PROPOSM 6" PG. GUR9 0 10 1 — © J LJ —- I ad-e ao-e L a i � D 6ITFM: PL �4N � 5 Id-d' s BOARD OF APPEALS SITE ATA L I O ZONE TRANS ffi� U5E OF STRUCTURES, CYCLING FACILITY d OL © © © LOT sates 120,000 SQ FT PROP05M TOTAL BUILDING COSEReGe PROP05ED 9UILDING, 54,210.0 SQ FT FLOOR AREA RATIO 54,210.0/ 120,000.0 ■ .265 ■ 261/2 S6 PROPOSED I lbstill l I FRONT YARD 0), 1651- ON 1001-00 FRONT YARD (21, 601-00 1001-00 51DE, 90�-ON SO'-O. 4W- ON n,-ON BUILDING HEIGHT 1 5TOFM 16I-OY95b0 BUILDING DIMMIONS \ I 200.0' x 160.0' OFF-STREET PARKING DE51GN I SPACE PER 100 SQUARE FEET OF OFFICE 891 SQ FT/100 ■ 4 SPACE5(LOCKER ROOM REMOVW) I SPACE PER 1000 SQUARE FEET OF WARB40U6E/STORAGE 16,000 M FT SQ FT/1000■ 16 SPACES ftWPMENTA.OA "ZONES REMOVED) TOTAL OF 25 SPACES PROVIDED/25 RSQWRED AREA OF LANDSCAPED 15L/U09 WITHIN PARKINS LOT,PPRIMPTPR NONE 2RAIN66E CALCULATIONS, TOTAL PROPERTY ■ 1201000.SQ FT GRAVEL AREA ■ 64AWJI SQ FT ROOF AREA ■ 54,210.0 W FT LANDSCAPED AREA WITHIN RIGHT OF WAY ■ 8g27.gq SQ FT " LANDSCAPED AREA OUTSIDE OF RIGHT OF WAY ■ 17,106.'7'3 5Q FT CAL rA)LATIONS BA&M ON 20 RAINFALL GRAVEL ■ 64/150.11 SQ PT x.1" x I ■ IO,6g8.11 W PT REQWRW ROOF ■ 54,210.0 SO FT x A" x I ■ 5,616.86 CU FTRdai RED I ��■ LAND94APING ■ 17,706.15 SQ PT x .166 x90 as 661.79 OU PT REQUIRED V/ TOTAL VOLUME TO BE RETAINED ■ IWMA.96 CU FT O 0) 10'0 x i'RIN9 is 6696 GU FT ROOF ■ 5,61816/6896 ■89 LIN PT USE(6) 100 x WW POOLS■46 LM PT (� Q LANDSCAPE/6RAML ■ 16,48916/6896 ■ 241.15 LIN PT USE(16) 1010 x 16'DP 1L POOLS ■ 256 LIN FT oof i O 0anr� I SANITARY CALCULATIONS OFFICE, .06 GPD x 2,200 SQ PT ■ 152 GALLONS WAREHOUSE, .04 GPD x $2,000 ■ 1,280 GALLONS TOTAL, 1,412 GALLONS .00 zI1" 1 \ 200.0' x 160.0' Or9=-5TREET PARKIN6 CW16N I SPACE PER 100 SQUARE FEET OF OFFICE 851 50 FT/ 100 a 41 5PACE5(LOCKER ROOM REMOVED) I SPACE PER 1000 SQUARE FEET OF AAREHOU5EJ5TORAGE 16,000 W FT W Fr/1000 a 16 SPAC.E3(EpAPM2Nr/1.OADI9b ZONES REMOVED) TOTAL OF 25 SPACES PROVIDED/25 REQUIRED AREA OF LANDSCAPED ISLANDS K114IN PARKIN&LOT PERIMETER NONE DRAINAGE CALCULATIONS: 2d-O' V—e TOTAL PROPERTY a 120p00. SQ PT 6RAVEL AREA a 64/950.11 50 FT ROOF AREA a 54,210.0 SQ FT LANDSCAFW AREA W1114IN RISW OF WAY a 84127.99 SO PT LANO50AFM AREA OUTSIDE OF RIGHT OF WAY a 11106.15 50 PT CALCULATIONS BASED ON 2° RAINFALL Q 6RAYM a 64x180.11 50 FT x .166 x I a 10,698.71 W FT REQUIRED ROOF a 54,210.0 SQ FT x .166 x I a SA78.86 GU FT FZWIRED LANDSCAPING a 17,106.75 50 FT x .166 x 50 a 661.14 CU FT REQUIRED TOTAL VOLUME TO BE RETAINED a M290156 W FT (U 1000 x I'RIN& a 6696 CU FT ROOF a 5.67686/6896 a 89 LIN FT USE(6) 1000 x 14'PP POOLS a 96 LIN FT LANDWAFVORAVEL a IbAbShb/6896 a 241.15 LIN FT M(16)10'0 x 16'DP O � POOLS a 256 LIN FT SANITARY CALCULATIONS OFFICE, .06 SPD x 2,200 50 FT a 152 GALLONS WAR£+IOUSEt .04 SPD x 92,000 a 1,280 6ALLON5 TOTAL, 1,412 GALLONS .00 Id-d' 11 EMTH9 Ci9PME6T0M GUR�IN6 JF !!Qnn VI 1� O - __ SITE V �a +BD OF APPEALS S ,ITP DATA i PA 1LITY 54,210A 5Q PT � V M Mph }� i 9 T I I /� 1� JI" a 28 I/2 S5 NOr TO t S t�J_ IRE 16 1001-0- ZON f NCS DATA 60'-O' 100'- OM so'-O" SO' -0" 45,- O, -15,- ON PH1'81CA1. LOCATION- coMMEROEi IV= aTCH06�E, NY 114155 SAYSHORE, N.Y. OWNER ADRESS �GKTAVEMAa TRANSFER 1 16N MATTIIVGK, 143 Far=I OF OFFICE 1 RM40vm) CONTACT PERSON PEST OF IKARI540�STORAM ANTHONY IT—Lo • 16.SPAM tpWPHENmoAOIN5 ZONE4 R@MOVED) 631-296-6888 IDED/25 FZWR a ISL DS Y41THIN PARCINC, LQ PERM.= WN .8Q Pi. LIO 10 FT PT 9*4rbla��; AY-��-M W P- TAX MAP INPORMATION SO" 1000-416-01-06 868 x 1 ■ 10,696.71 W PT REQUIRED x 1 ■ 367886 GU PT REQUIRED F'T x .166 x .s0 . 861.741 OU PT REQUIRED 11,250' `U PrREVIEWED PLANS TO BE KEPT `kI+ 6 Ob)USE(6) IO 0x14'DP o6) l 96 LIN Fr ON JOB SITE A T ALL TIMES 6656 .241.19 LIN Fi VSE 10',0 x Ib'DP DURING CONSTRUCTION FOR INSPECTORSUSE PT • 152 &ALLONS ,r,1600 . 1,480 GALLONS 1,412 6ALLONs RF/ISION DATE f � s� MICHAEL DUNN, R.A REGISTERED ARCHITECT 1901 UNION BLVD BAYSHORE, NY 11706 (631) 665-9619 FAX 969-0115 ��Lsz1�/sz)�9;2b 000MAU�� PERMIT ACQUISITION AND EXPEDITERS Mrlo WIGKHBAM A IIN& AND TRANSFERElt - MATTITUGK, NY II952 BARE FEET of OFFICE CONTACT PERSON 'AGES(ILOCFEET OR ROOMAARE REMOVED) ANTHONY aIYELL0 WARE FEET OF WAREH0U5E/STORA6E 700 016 SPACES(IMUPPERMOADINS ZONES R&4DVED) 651-298-8886 PROVIDED /25 REQUIRED 'i'�NDS WITHIN PARKI �T PEi21METER ZONIE .ATIONS• LIO 20)000. SQ PT 50.11 5Q PT 0 s FT TAX MAP INFORMATION IITHIN RIGHT of WAY . 6927.99 5Q FT UT51 OF RIGHT OF WAY a 11;706.75 50 FT SGTM# 1000-96-01-06 LOA 2 PT x .166 x I a 10,646.71 GU FT REQUIRED T x .166 x I a 507626 GU PT REQUIRED 5.75 SQ PT x .166 x90 a $81.19 W FT REQUIRED RETAINED • 115996 Gu PT REVIEWED PLANS TO BE KEPT 01 PT 1 - 65 LIN Pr USE(6) 1 x w' POOLS, 46 LIN Pr ON JOB SITE AT ALL TIMES 6,489.68/66.56 • 241.15.15 USE LIN F7 USE Qb)10'm x 16'DP DURING CONSTRUCTION FOR ATIINSPECTORS' USE ONS ZOO SQ PT - 152 GALLONS x 92,000 a 1,260 GALLONS 1,412 &ALLONS RrV�� I0N DATE 03/20/01 MICHAEL DUNN, R.A REGISTERED ARCHITECT 1981 UNION BLVD BAYSHORE, NY 11706 (631) 665-9619 FAX 969-0115 PERMIT ACQUISITION AND EXPEDITERS 1981 UNION BLVD BAYSHORE, NY 11706 (631) 665-9619 FAX 969-0115 *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING PECONIC RECYCLING AND TRANSFER COMMERCE DRIVE CUTCHOGUE, N.Y. 11935 PROJECT DESCRIPTION: SHEET DESCRIPTION: NEW BUILDING SITE PLAN w u tnorized It to or aeroalgga ion c f a,Pet��lno7oe of zLnae ork ey�� is E ucation .GI�y 7~ `, bearinPt p°fteip of not o� �p1CHA�� ✓, be a valid true copy a I not ¢ TAX MAP/ 1000-96-01-06 7, SCALE: AS NOTED � > .man Dwaf. ASSOCIATE 050201 -,-- DRAWN BY: CHKD BY: KZ GWG DATE: SHEET 03/0"1/0'1 DWG. 1 OF 2 2 w PECONIC RECYCL AND TRANSFER ,� 5 3_ 8 6 0 C 0 M M E R C E D R I V E �Pln S sere GLMM VE �SS 6 UNE T H E N MAP NOT TO SCALE �®NINA ®ASA IS C T M 1 0 0 0 9 5 2 5 PHYSICAL LOCATION: COMMERCE DRIVE CUTCHOWE, NY IIg55 S I T E P A N K A OWNER ADDRESS L PEGONI6 RECYCLING AND TRANSFER 600 WIOKHAM AVENUE MATTITUGK, NY 11152 CONTACT PERSON ANTHONY DIVELLO (651) 296-6666 ZONE LIO -- - - - - //�� IIIIII �/ //�� p �p /� /� - /� ®�/ q�- TAX MAP INFORMATION - 6714' TS ®r N rte/ Y0R< DEP4R MmN ®r- 4r4RI �1b1 TUR `4N® M�1�11 SGTM. 1000 - 95 - 2 - 5 I. NO 501L SHALL BE REMOVED FROM PROJECT SITE. IV I��i IV 2. A GRAVEL COVERED AREA SHALL BE SET ASIDE AT EDGE OF SITE TO POWER WA5H 1. GENERAL CONTRACTOR SHALL 5EGURE ALL 51.DCONTRACTOR'S PERMITS FROM ALL APPLICABLE AGENGIE5 HAVING MACHINERY BEFORE EXITING SITE, JURI5DIGTION AND UPON COMPLETION OF ALL WORK, CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS FROM 5. VEHICLES AND CONSTRUCTION EQUIPMENT ARE LIABLE TO BE QUARANTINED IF THE SOIL GOVERNMENT AND LOCAL AGENCIES INVOLVED PRIOR TO FINAL PAYMENT. 15 NOT COMPLETELY REMOVED. 2. GENERAL CONTRACTOR SHALL RETAIN ONLY LICENSED CONTRACTORS FOR PLUMBING, ELEGTRIGAL AND ANY OTHER REVISION DESCRIPTION DATE TRADE THAT REQUIRES LIGEN51N6. 3. GENERAL CONTRACTOR AND/OR HIS SUBGONTRACTOR5 HAVING JURISDICTION SHALL GALL FOR ALL INSPEGTIONS REVISED LIGIITIN6/LANDSLAPE/PARKING 07/11/06 OF HIS/HER WORK AND OBTAIN WRITTEN 516N-OFF5 AS REQUIRED, T REV PER TOWN (0MVLNI x9/4/06 4. ANY CHANGES TO APPROVED PLANS MADE BY THE CONTRACTOR SHALL BE P15/PER RESPONSIBILITY AND ANY WORK — 9 - REV PER TOWN O6WMENT5- 11/312/06 ARISING FROM SAID GHANGE5 SHALL BE THE SOLE RESPONSIBILITY OF THE GONTRAGTOR THE CONTRACTOR SHALL 4 REVI5EP PER TOWN 60MMENTS 08/29/07 REIMBURSE THE ARCHITECT OF RECORD FOR SAME, L.I.®. NOTE& 5 REVISER PER TOJVN LOMMENTS _ 11/19/07 5. FIELD CONDITIONS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AS WELL AS ALL DIMENSIONS AND GONDITION5 6 REVISED PER TOWN COMMENTS 11/13/07 INDICATED ON THE APPROVED PLANS, I. THE PLAN SHALL INCLUDE THE PRECISE LOCATION OF ALL BUILDINGS, STRUCTURES, EMPLOYEE AND TRUGK PARKING, LOADING, _ - -- - ------- ---- UNLOADING, AND TRAFFIC AREAS, INTERNAL GIRCULATION, CONTAINER 5TORA5E AREAS, STORAGE FOR RECYCLING, AND ANY OTHER 7 REVISED LIGHTING AS PER TONN COMMENTS- 4/4/16 6. PRIOR TO BEGINNING WORK ANY VARIATIONS FROM CONDITIONS INDICATED ON THE PLANS SHALL BE BROUGHT TO INFORMATION DEEMED PERTINENT TO AN ADEQUATE REVIEW OF THE PROPOSAL. 1 THE ATTENTION OF THE ARGHITEGT AND OWNER'S REPRESENTATIVE PRIOR TO WORK COMMENCEMENT. --- - -- 2. A MINIMUM LOT AREA OF 120,000 S.F. AND THE RIGHT TO REQUIRE A GREATER LOT AREA, SUCH REQUIREMENT SHALL BE BASED ON COORDINATION OF WORK: THE CHARACTER AND SCOPE OF WORK ARE ILLUSTRATED BY THE WORKING DRAWINGS. THE SCALE OF OPERATION AS MEASURED BY THE SIZE OF THE BUILDINGS PROPOSED FOR THE SITE, THE VOLUME OF SOLID WA5TE CONTRACTOR SHALL CAREFULLY EXAMINE ALL PLANS AND SHALL BE RESPONSIBLE FOR THE INSTALLATION OF H15/HEP HANDELEO ON A DAILY BASIS, AND THE REQUIREMENTS FOR VEHICLE PARKING AND MOVEMENT OR A FINDING THAT THE OPERATION GAN WORK AND PROPER COORDINATION WITH ALL SUB-CONTRACTORS, NOT BE ADEQUATELY SCREENED FROM ADJOINING PROPERTY. T. INSURANCE: PRIOR TO WORK COMMENCEMENT, CONTRACTOR SHALL DELIVER, TO OWNER, GERTIFIGATE5 OF INSURANCE 5. A MINIMUM DISTANCE OF 400 FEET FROM A PROPERTY ZONED FOR RESIDENTIAL USE MEASURED FROM THE TWO CLOSEST POINTS OF FOR BOTH GOMPREHEN5IVE GENERAL LIABILITY AND WORKMAN'S COMPENSATION 5PEGIFYIN6 LIMITS AS REQUIRED THE PARGEL BOUNDARY OR LOCATED WITHIN 600 FEET OF AN EXISTING RESIDENTIAL STRUCTURE MEASURED FROM THE CLOSEST POINT BY THE LOGAL GOVERNING MUNICIPALITIES OF THE RESIDENTIAL STRUCTURE TO THE PARCEL BOUNDARY MICHA L K D UNN 8. LIEN WAIVERS AND SWORN AFFIDAVITS. CONTRACTOR SHALL FURNISH TO THE OWNER, WITHIN 30 DAYS AFTER 4. SUBMISSION OF A ROUTE PLAN TO INDICATE THAT TRAFFIC GENERATED BY THE FAGILITY WILL HAVE A MINIMAL IMPACT ON REGISTERED ARCHITECT OF WORK, FINAL WAIVERS OF LIEN FOR ALL WORK PERFORMED AND FROM ALL SUBCONTRACTORS AND RESIDENTIAL STREETS. AND MAJOR SUPPLIERS. 1981 UNION BOULEVARD BAY SHORE, NY 11706 5 PROVISION OF ADEQUATE LANES FOR VEHICLES ENTERING THE FACILITY. q. QUALITY STANDARDS: ALL PROPOSED WORK SHALL DE PERFORMED IN A FIRST GLASS, WORKMANLIKE MANNER AND (631) 665-9619 FAX 969-0115 SHALL BE IN GOOD AND USEABLE CONDITION AT THE DATE OF COMPLETION THEREOF, GONTRAGTOR SHALL GUARANTEE 6. ALL SORTING, BAILING, PROSE551NG, GRUSHING, AND SIMILAR INTENSIVE ACTIVITY ASSOCIATED WITH THE FACILITY, INGLUDING ALL WORK PERFORMED TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR ONE (1) STORAGE OF ALL CONTAINERS CONTAINING RECYCLABLE AND WASTE MATERIAL, SHALL BE GONTAINED INSIDE A COMPLETELY YEAR FROM DATE OF COMPLETION OF ALL PUNCH L15T ITEMS AND AGGEPTANGE HAS BEEN CONFIRMED, IN WRITING, ENCLOSED BUILDING WITH AN IMPERVIOUS FLOOR SURFACE. FROM THE OWNER'S REPRESENTATIVE. GONTRAGTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR, WITHOUT ANY ADDITIONAL CHARGES, FOR ANY AND ALL WORK DONE WHICH MAY BECOME DEFEGTIVE WITHIN THE SAID T. OUTDOOR USE OF THE PROPERTY SHALL BE RESTRICTED TO THE PARKING AND MANEUVERING OF VEHICLES, THE WASHING OF r(O /� n � ,-r ��0��1-�7� ONE (1) YEAR PERIOD THE GORREGTION OF SUCH DEFEGT5 SHALL INCLUDE, WITHOUT ADDITIONAL GHARGE, ALL VEHIGLES, SCALES NECESSARY FOR THE OPERATION OF THE TRANSFER STATION, AND THE STORAGE OF EMPTY CONTAINERS I�'�l{7_(/��\\ //��\42I14,,V/rrl�l °114° EXPENSES AND DAMAGES IN CONNECTION OF SAID REMOVAL, REPLACEMENT OR REPAIR WITH ANY PART OF THE WORK WORK WHIGH MAY BE DAMAGED OR DISTURBED. ALL WARRANTIES AND/OR GUARANTEES APPLICABLE TO THE MATERIALS D. THE STORAGE OF SAID EMPTY CONTAINERS SHALL BE RESTRICTED TO LOCATIONS SPECIFICALLY IDENTIFIED ON THE 517E PLAN. THIS PERMIT ACQUISITION AND EXPEDITERS OR THE WORKMANSHIP ON OR WITHIN RESPECT TO THE OWNER'S WORK SHALL BE CONTAINED IN THE CONTRACT OR EQUIPMENT SHALL BE LOCATED AND SCREENED IN SUCH A MANNER 50 AS NOT TO BE VISIBLE FROM THE STREET OR ADJOINING SUBCONTRACT WHICH SHALL BE 50 WRITTEN THAT SUCH GUARANTEE AND/OR WARRANTEE SHALL INSURE TO THE BENEFIT PROPERTIES. 1981 UNION BLVD BAYSHORE, NY 11706 OF THE OWNER. (631) 665-9619 FAX 969-0115 10 THE INSTALLATION OF ALL SITE AND HIGHWAY IMPROVEMENTS INGLUDING EXCAVATION, BAGKFILL AND COMP AGTION q. ON-STREET PARKING OF VEHICLES, CONTAINERS, OR ANY OTHER EQUIPMENT OR MATERIALS IN ANY WAY CONNECTED WITIH THE FACILITY SHALL BE PROHIBITED OF THE TRENCHES FOR SANITARY SEWERS AND UTILITIES SHALL BE SUPERVISED BY THE APPLICANTS PROFESSIONAL *EN VIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS ENGINEER (LICENSED BY THE STATE OF NEW YORK, OR A LICENSED LAND SURVEYOR WITH A -1206N CERTIFIGATE) WHO 10. WHERE FEA5ABLE, TRUCK LOADING AND UNLOADING AREAS SHALL NOT PAGE THE STREET *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING SHALL SUBMIT A SIGNED AND SEALED LETTER TO THE TOWN OF RIVERHEAD STATING THAT THE IMPROVEMENTS HAVE BEEN MADE IN AGGORDANGE WITH THE SITE PLAN AND INSTALLED TO THE APPLICABLE NEW YORK STATE, SUFFOLK 11. ALL TOXIC AND HAZARDOUS MATERIALS SHALL BE PROHIBITED COUNTY OR TOWN OF RIVERHEAD 5PEGIFIGATIONS. THE CERTIFICATION SHALL ALSO APPLY TO THE PROPOSED ROAD OPENINGS ON EXISTING STREETS. SAID WORK ON EXISTING STREETS SHALL INCLUDE TRAFFIC MAINTENANCE AND THE 12. THE MAXIMUM HEIGHT OF THE FACILITY SHALL NOT EXCEED 55 FEET t p Cp PLACEMENT OF TEMPORARY AND FINAL PAVEMENT. PECON iC REC T GL ING AND TRANSFER 15. A MINIMUM OF 20 FEET OF LANDSCAPED BUFFERS, INCLUDING STREET TREES, SHALL BE PLANTED AND MAINTAINED ALONG ALL S!0 COMMERCE DRIVE 4 II, ALL EXISTING LEACHING POOLS/DRYWELLS, THAT ARE TO BE MAINTAINED, SHALL BE GLC-ANED AND INSPECTED. STREET FRONTAGES LANDSCAPED BUFFERS SHALL BE ENTIRELY LOGATED WITHIN THE SUBJECT PARGEL BOUNDARIES. CIaTC-OCxL�E, NY 11935 12. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF 14 A 51X-FOOT HIGH FENGE SHALL BE INSTALLED AND MAINTAINED BEHIND SAID LANDSCAPED BUFFERS. FENCE COLOR AND 3 IN ACCORDANCE WITH ALL LOCAL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES MATERIALS SHALL BE APPROVED BY THE PLANNING BOARD. 13, ANY BROKEN OR HAZARDOUS 51DEWR ALK OR DRIVEWAY APRONS OCURB ADJACENT TO THE SUBn JEGT SITE SHALL BE E C C ��I r PROJECT DESCRIPTION: SHEET DESCRIPTION: " REPLACED IN ACCORDANCE WITH CURRENT STANDARDS. 15. HOURS OF OPERATION SHALL BE DEMONSTRATED BY THE APPLICANT TO BE LIMITED TO MINIMIZE IMPACT ON SURROUNDING NEW NEW FACILITY COVER SHEET N PROPERTIES. r 14 NO SPEED BUMPS ARE PERMITTED ON SITE. APR - 82013 `I 15. ALL DRYWELLS AND GA7GHBA51N5 SHALL BE PRECAST, WITH PREGA5T OPENINGS FOR DRAINAGE PIPE(5) AND SHALL 9auii l Unouthorized aItercdon or d CONFORM TO SUFFOLK COUNTY STANDARDS oddltlon to this pion Is a f-L rin vlolatlon of section 7209 of I6 ALL PARKING AND PAVED AREAS SHALL BE REGULATED WITH POURED GONGRETE CURBING IN AREAS WHERE GARS —' the New York State Education Low Caples of this plan not ARE PARKED PERPENDIGULAR TO PROPERTY LINES $ BUILDINGS THE CURB SHALL BE PLACED A MIN OF 3' OFF THE bearing the profes G PROPERTY LINE AND/OR BUILDING. GURB SHALL BE PLACED IN ALL PAVED AREAS TO PROTECT PEDESTRIAN TRAFFIC. engiinked seall sh.1l not shal be neers a valid true copy. EB-A�Ohr TAX MAP# 17, ALL SITE PLANS MUST COMPLY WITH ALL PROVISIONS OF THE CODE OF THE TOWN OF OYSTER BAY, BUILVING ZONE / �G\;ltd l :o\�nl \ 1000-95-2-5 ORDINANCE OF THE TOWN OF OYSTER BAY. ��, / "B '5 ";,! SCALE: 10. ALL SIDEWALKS AND STREET CURBS, ETC, ARE EXISTING OTHERWISE NOTED.WHERE OTHNOTED. AS NOTED � li\t�,,, DWG.#: r ASSOCIATE 050201 8 Iq. COUNTY PERMIT 15 REQUIRED TO CONSTRUCT GURDS/SIDEWALK, 20. REPLACE ALL NON-APPROVED CURD GUTS WITH STANDARD COUNTY GURB, TYPE "G"; REPAIR ALL DEPRESSED, CRACKED CrKL BY: voiles/ NAA � a OR MISSING SIDEWALK AND CUR55. -.-. DATE SHEET 08/29/07 C S DWG # I OF T x STORAGE FOR APPROXIMATE-LY �O GLMPSTERS PROPOSED 8' MICH CHAIN LINK PRO''O`' (SPE(IAL NOTE AREA MOST LIKELY TO BE EMPTY. FENCE w/ OPAgJ7 VINYL W EP MAX DNNP5TER SMONN FOR APPROVAL OF OUT DOOR STORAGE) PRIVACY SLATS (TYP.) $ 5' OMAN LINK S 40'41'30" E FENCE W/ OPAQUE VINYL PRIVACY SLATS I, I. I" n BOARD OF APPEALS SITE DATA g (TYPILAL) I I 1 7 2d-d' 0 L 1 0 ZONE dl "� PROPOSED USE OF STRUCTURES S UF�:�OPIO EM E TRUC TRANSFER/REGYCLING FACILITYPAW G LOT AREA I1 I20,o00 50 FT rTL)VTAINExS�gzAGE 1 ARE{ I 11 1 1 I I 1 1 1 1 I I I I- L—J L-� L—J --, L-J -� LJ � L-J � � LJ � � J a PROPOSED COVERAGE ¢ I � � PROPOSED BUILDING, 34,200.0 Sq. FT = 25.5% SITE � fi FOR MUTURERALLES5PL. OUR PROP05ED GRAVEL AREA 53,519.60 50, FT = 44.6% LLT AME IVE N w PROP05ED ASPHALT/SIDEWALK. 10,4'14.51 50 FT = 8,1% 3 TO ADJOINING LOT TRIKK F R E LANE - - i PROPOSED LAND5GAPw6, 2WO5.89 50 FT = I62% l5 BAILAPROPRDSd_d,), SED HPAVEIdLT H WOOD —I - - - ------I I- --- • FRONTBYARD O PGRGUR� 6., I FRONT OYARD (UTBACKS O01- 0ED 01630 O O E ___ PROP Dw UROK, I I 1 1 II H(,ON6RETE, H (16' x I8) H FRONT YARD (2) 100- O 64- 4" HROOK' 1a')501� SIDE REAR FS'- O" 45'- O" ---�--- y IIS 11 PITOH FLOOR MJF-RE TRUCK <r V' ' s BUILDING HEIGHT G & D P]E RI5 TIPPING I I WASH PAD w/ ,h � . I STORY, RELYGIADLES AND SORTING AREA I I G & D DE6RIS OIL/WATER SEPARATOR q BUILDING DIMEN510N5 STORAGE AREA # 2 (40'-0" X 60'-O') UG NLOADINAREA SYSTEM X w, a) I L h 200C' x 1600' 1 TREETPARKINO ICY M ,� P - E II SPACE PER 100 SaUARE FEET OF OFFICE NOT TO SCALE _____ __ __ _ e I I III I --- 1405 F / 1 I I p ISI NEW 8 11161 x 5d LONG I� `) 115PACE PER 1000 SQUARE E FEET OF WAREHOUSE/STORAGE - III '� BLALIG VINYL GATE I ) I TOT, Sq. FT 50. A/ 1000 = 16 SPADES (EQUIPMENT/LOADING ZONES REMOVED) TOTAL OF 28 SPACES REQUIRED / 2H PROVIDED Z®` Xs ®� � I I I I I I I� t I L - --- - J L_--- ----- - - -_ 1 AREA OF LANDSCAPED ISLANDS WITHIN PARKING LOT PERIMETER **SPILL RESPONSE �� NONE G & D DE(,R1e RESIDUAL I STO AGEEAREA j NT I WASTE sraRAGE aREa I 1 PHYSICAL LOCATION: (45"-O„ X 58'_0.,) I (- ------ - ! COMMERCE DRIVE PROPOJ�D '.?;l BULK SCHEDULE OF ZONE OurGHo6UE, NY 1193s BUILDINGS I� I OWNER ADDRESS Ll MINIMUM REQUIRED PROPOSED USE GTdOJP F I MSW AND G & 1 LOT 512E (5q. FTJ 120p00 SQ FT. 120,000 Sq. FT PEGONIG RECYCLING AND TRANSFER BUILDING AREA I BOO WICKHAM AVENUE 92,000 Sg FT DE6RIS LOADING AREA _ 20'-O'" 2d-O° 3d-d' 20'-d' LOT WIDTH (FT) 200.00' 336.00' MATTINGK, NY 11952 CROP FEE 515' (54'-0" X 65'-O'") PITLM NEW S'-d' MIC6H MACK VINYL FEN61N6 AN)SLAPIN f I FLOOR Lor DEPTH (Fr.) Boo oo' 35200' CONTACT PERSON FRONT YARD (FT.) OO/VARIABLE FRONT YARD (1) 165,00' ANTHONY DIVELLO I I I� Ill (631) 293-eeeB FRONT YARD (2) 66 08' xFULY IMPERVIOUS I 51DE YARD (FTJ 30.00' 3000' I F OGR SURFACE , L-- -- -- --- II _I REAR YARD (FTJ 5.00' 45.00' LID ZONE ! MSW RESIDUAL I 1 WASTE STORAGE AREA I1 III III ill UNAUTHORIZED AND HAZARDOUS r MAX ALLOWED PROPOSED WASTE STORAGE AREA LOT COVERAGE (PERCENT) 20% 25.5% TAX MAP INFORMATION ! I (g L-=== I� BUILDING HEIGHT (FTJ 550' 35.0' SCTM 1000 - 95 - 2 - 5 I ! I I I I NUMBER OF 5TO1IE1 2 1 I f — I II I " I` A I I �I ,.III PRAVEL M PI TO H SURFACE NNI 6" GONG SURRO" FLOOR it 2 RAMC UP REVISION DESCRIPTION DATE REGYGLABLES I MSW TIPPING AND MSW DE6RI5 J O7 STORAGE AREA # SORTING AREA UNLOADING p REVISED LIC FUING X z0'-d4d-O ') ( ' N .^ -- ._ ._ LANDSOAPE/PARKING 01/ /O6 " X 6d-O") AREA GRADE 2 REV PER TOWN COMMENTS (4o'_O" X ) MAIN BUILDING 92,000 5q FF /, �� - 60'- fT-—— -TT-——— 1 cFFICE BLDG. 2205 54 Fr / 9 �,. - REV PER TOWN LGMMENTS 11/90/06 1 �. i.::i --- -- MANDICAP PARKING & SIGN H H Ill III I -_,I�'I p 9 51R5'JREALE 6GN6 FORM —.A REVISED PER TdWIN COMMENTS 08/29/07 9d-d' H CARDBOARD " METALS SIDE YARD SEL ITON 11006 WITH NYSBG H (6' x S) H(16 5 REVISED PER TOWN COMMENTS /29/dl M SECTION THROLICsH H.C. RAMP 6 REVISE? PER TOWN COMMENTS Iz/19/07 — -- - 14 / ~ - -- J L- --- - - - SCALE. I/2 "=1'-p" 7 REVISED LIGATING AS PER TOJVN COMMENTS 4/4/19 ADA RAMP <R - ,,� - �� / i,• LUNCH LOGGERS LAV OFFICE &T/all L 279 SF 267 SF 291 SF LAV. OEEI6E AREA O ';)t So. I I. ON-STREET PARKING OF VEHICLES, CONTAINERS, OR ANY OTHER V+ j / 1140 Sq FT K R ® EQUIPMENT OR MATERIALS IN ANY WAY CONNECTED WITH THE FAGILI -Y SHALL BE PROHIBITED. �' - ✓ PROP FFE �j HALL 515 1 ( X11, 2. THE 570RASF OF SAID CONTAINERS SHALL BE RESTRICTED TO ISL1 288 SR �, '� ✓ I .,- LOCATIONS SPECIFICALLY IDENTIFIED ON THE SITE PLAN, THIS FUTURE CURB OUT > 16-0" 16'-d" EQUIPMENT SHALL BE LOCATED AND SCREENED IN SUCH A MANNER FGR FUTURE A6LE55 d 78"-9" I ., ""-✓ �[ 50 AS NOT TO BE VISIBLE FROM THE STREET OR FROM ADJOINING TO ADJOINING LOT "� PR ASPH�� I Rl� PROPS MICHAEL K. D UNN lu SURFACE x < . 3. OUTDOOR USE OF THE PROPERTY SHALL BE RE57-RICTED TO THE REGISTERED ARCHITECT PRGPGSED a i 1 _- - , ; / VEHICLE;SPARKINS,SCAND LES NECESSARY FORANEUVSRINa Or ICLES, THE HE OPERATION 1OF OF E 1981 UNION BOULEVARD BAY SHORE, IVY 11706 MIGN CHAIN - N I 1 Il 1 TRANSFER STATION, AND THE STORAGE OF EMPTY CONTAINERS LINK FENLE w/ I- -- - — - �b �° -,!_� �_ _� .� (631) 665-9619 FAX 969-0115 OPAQUE VINYL I LLJ J 'cai -.-- i 3 4 ALL SORTING, BAILING, PROCE5SIN0, ORU5HIN9 AND 51MILAR PRIVALY RATS v Q ¢ > _ INTEN5IV'E ACTIVITY ASSOCIATED WITH THE FACILITY, INGLUPING THE = NEW S' HIGH x 5d LONG BLACK I 0 5TORAGIE OF ALL CONTAINERS CONTAINING RECYCLABLE AND WA51E (TW) a a 1 S'-O'" QQUKK VINYL GATE q MATERIAL, SHALL BE CONTAINED INSIDE A COMPLETELY ENCLOSED 1 I lu _ BUILDING WITH AN IMPERVIOUS FLOOR 5URFAGE. D MPLGI'I�rE PA INC U I)s I�.G CURB Oz 5, MATERIAL TRANSPORTED OT AND FROM THE SITE SHOULD BE �� /,'� �y�r /;� r^,�/� /;� ��70/�7��,�•��/M 7 0 NEW S'-O" BLACK VINYL FENCING 1), 1 `� COVERED WITH PLASTID OR OTHER APPROPRIATE MATERIAL IL;hI{7_C/�YZ`1 ILY-C Ib G/5uZ`S IWWW,,'�LLtLSS'h W 6 UNLOMDING, TIPPING, AND SORTING WILL BE CONDUCTED IN THE BUILDING•, LIMITING ODORS TO SURROUNDING USES, PERMIT ACQUISITION AND EXPEDITERS r. AGTIV'ITIES WILL BE CONDUCTED INDOORS AND CONTAINERIZED 1981 UNION BLVD BAYSHORE, NY 11706 N 5RTED MATERIAL AND WASTE WILL BE ON SITE ON A TEMPORARY ^' 5A515 BEFORE BEING SHIPPED TO DISPOSAL OR MARKET. (631 665-9619 FAX 969-0115 _ )r PROPOSED SIGN B. TRUCKS BEING UNLOADED AND THOSE WAITING TO BE PROCESSED *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS WILL BE EXPECTED TO TURN THEIR ENGINES OFF THEREBY REDUCING THE IMPACTS OF EXHAUST ODORS AND NOISE. *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING _ 9 THIS FACILITY WILL OPERATE DURING NORMAL WORKING HOURS \ V� WHICH WIILL REDUCE N015E AND ODOR IMPAGT5 TO SURROUNDING PROPOSED CONCRETE 326.54' CURB GUT RESIDENCES WHEN INDIVIDUALS ARE AT HOME. '. 'OO PROPOSED FIRE HYDRANT 10. AN INITERIOR MISTING SYSTEM ID PROPOSED THAT WILL HELP TO FECO1. 1 I C RE C-- -C I1. I/ AND 1D tp /A N FER 9d-d' S1DC- YARD 4d-d Sd_d, PER 05W FIRE FIRE DISTRICT 10. AN I 1 ODORS l.. V li Cli liL VLk /-iIV I\/-i J L a 11, SOLID WASTE CONTAINERS SHALL BE INSPECTED BEFORE BEING 86O COMMERCE D1Q VE SEBALK ® 'TIPPED' CUTCHOCsUE, NY 11535 EXISTING LOBBIFS7GIJE 12. THE TIIPPING FLOOR SHALL BE -FULLY IMPERVIOUS + FULY IMPERVIOUS FLOOR 5URFAGE: SEALED CGN6RETE FtDOR w/ OURBING NO CRACKS PROJECT DESCRIPTION' TOWARD INTERIOR F 13 NO LIQUID MATERIALS SHOULD BE STORED OUTDOORS; SHOULD SHEET DESCRIPTION RR FLOOR TO BE REDRAINS, EL REPAIRED AND MAINTAINED A5 PITCHED AWAY FROM DOORS IQ ANY BE ENGOUNW TEREED, THEY SHOULD BE SEPARATED, RETAINED NEFAOILITI' SITE PLAN NELESSARY INDOOR51, AND BE REMOVED BY A LIOENSED 50AVEN9ER AFTER TESTING AND IDENTIFICATION. SPILL RESPONSE EQUIPMENT SUCry AS SPEEDY DRY, ABSORBANT ' -PAPE, AND OTHER CONTROL MATERIALS TO BE READILY AVAILABLE 14, THE FACILITY SHOULD INSTITUTE AN ON-GALL CONTRACT WITH A Unaulhonzcd aIbArht,on or AL50 SITE PERSONNEL TO BE TRAINED IN SPILL RESPONSE, AND THE � LICENSED 5GAVENGER. odd[tlon to this plan Is a i NYSDEC SPILL HOTLINE Nl1MBER SMOU.D BE POSTED AND AR E vlolatlon of seahen 7209 of TRAINING � the New York State Education t id Lew Cophe of this plan rot bearing the profession of I�� be aevc IM ntrue scopy hall not � L+cTAX MAP# ® ® N APR - 2 3 r " > 5 c A L r 1 " = 2m ' — y,;� Om0-55-2-5 SCALE: 3 5 sauu, aTa AB NOTED 3 Piano 1Ra la _ � .�U'!,' �e yP`, : DWG.#: 4550CIATE 050201 ED WN BY: CHKD BY: HAA C WCs E SHEET m8/25/01 wc #2 OP "1 L A NO SD A P ING 6 0 H E D U L E PROPOSED LAND 5GAPI NG �o 362.09' sYM CITY COMMON NAME BOTAROAL NAME HEIGHT SPACING 5T 6 BEECH TREE FASU5 S 404 30 ' E - '- BW 4 BASSTWOOD TILA AMERICANA 7 MOT 4 OAK T 4 MAPLE TREE AO RCD R05UR i TO R' AS SHOWN ' TO 9' A5 SHOWN a) 'I' TO W AS SHOWN R R 15TICHUM T' TO R' AS SHOWN I LT 3 LINDEN TREE TILIA 7T W AS SHOWN 8 AS 177 EMERALD ARBORVITAE THUJA OCCIDENTALIS "EMERALD" 4'TO 6 4'-0" SITE AZ 45 RED AZALEA AZALEA HERSHEY RED 24" TO 50" 2'-6" COMMEROE DRIVE FA A5 REQ FLOWERING ANNUALS WA 6" TO 6" 6" ALL PLANTINGS SHALL BE SURROUNDED BY MULCH 1 DEPOT LANE — _ 'k0 I / LANDS C A P I N G K E Y OAK TREE BASS WOOD I I I ICY MAPLE TREE LINDEN TREE NOT TO SCALE — O 00� ZONING :�474 BEECH TREE ARBORVITAE I PHYSICAL LOCATION: COMMERCE DRIVE CUTCHOGUE, NY IMES PROPOSED BULD \ICF 0 RED AZALEA OWNER ADDRESS PEOONIC RECYCLING AND TRANSFER 600 WIOKHAM AVENUE MATTITUCK, NY 11952 LANDSCAPE NOTES CONTACT PERSON ANTHONY DIVELLO �ryI( I THE CONTRACTOR HALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK, (631) 296-6656 �IIIL 2. ALL PLANT MATERIALS SHALL CONFORM TO THE GUIDELINES ESTABLISHED 5Y THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK,PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 3 NO PLANTS SHALL BE INSTALLED BEFORE ROUSH GRADING HAS BEEN FINISHED AND APPROVED BY THE ZONE ® LANDSOAPE ARCHITECT OR EQUAL LIO 4. ALL PLANTS HALL BE SPRAYED WITH A AMDE551LANT WITHIN 24 HOURS AFTER PLANTING,AND A6AIN AT AT THE BEGINNING OF THEIR FIRST WINTER 5. ALL PLANTS SHALL BE INSTALLED AS PER THE DETAILS AND CONTRACT SPECIFICATION5 TAX MAP NF011 10N j ( 6 ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING 50TH, 1000 - 15 - 2 - 5 ALL PLANTS SHALL THEN BE a ATERED WEEKLY OR MORE OFTEN,IF NECESSARY DURING THE FIRST GROWING .1 D_ 5EA50N I' T, ALL PLANTING BEDS SHALL BE MULCHED WITH 4"OF SHREDDED BARK MULCH OVER A SYNTHETIC WEED BARRIER FABRIC 5 THE CONTRACTOR SHALL FURNISH A ONE YEAR WARRANTY ON ALL PLANT MATERIALS, P. ALL PLANT MATERIALS SHALL BE INSTALLED TYING STANDARD ACCEPTABLE LANDSCAPE PRACTICES �Ip� 10 LANDSCAPING SHALL BE PLANTED AND MAINTAINED IN COMPLIANCE WITH THE TOWN OF SOUTHOLD REGULATIONS 4 SPECIFICATIONS. II NO PLANTINGS AT THE DRIVEWAYS SHALL VIOLATE ANY LINES OF SIGHT. REVISION DESCRIPTION DATE IIIA 12. PRUNE ALL BROKEN OR DAMAGED BRANCHES. I REVISED LIOWTIN6/LANDS6AFE/PARKINC, 07/11/06 13 GROUND LINE i0 BE THE SAYS!AS EXISTED AT NURSERY. 14 PLANTING HOLES SHOULD BE AT LEAST TWICE THE DIAMETER OF THE ROOT BALL 2 REV PER TOYJN COMMENTS 09/14/06 15 ROOT BALL OF PLANTS 5NOULD BE PLACED ON VNEARTH THE CROWN OF THE ROOT BALL.AND _. . . — . —- . FLARE OF THE PLANT TRUNK OR STEM SHOULD BE AT 6RODISNRBED UND LEVEL. REV PER TOWN LAMENTS11/50/04 4 REVISED-PER_TONN COMMENTS 08/29/07 16, BURLAP SHOULD BE REMOVED FROM AT LEAST THE TOP ONE THIRD OF THE ROOT BALL ALL WIRE5 AND ® NON-BIODEGRADABLE MATERIAL SHOULD BE REMOVED COMPLETELY FROM THE ROOT BALL 5 REVISED PER TONN COMMENTS 11/29/07 W. BALKFILL SHOULD CON515T OF A MINIMUM OF 50%OF THE ORIGINAL SOIL EXCAVATED FROM THE PLANTING 6 REVISED PER T6WN COMMENTS 12/19/07 HOLE,UNLESS THE CONDITIONS OF THE EXCAVATED MATERIAL WARRENT REPLACEMENT OF SIGNIFICANT AMENDMENTS 7 REVISED LIC HTIN6 AS PER TOWN C,IMMENTS 4/4/13 IB FEAT M055 15 NOT RECOMMENDED FOR USE AS MULCH OR A5 A SOIL AMENDMENT IN BACKFILL - ---- _---__— „ 19. THREE INCHES OF MULCH SHOULD BE SPREAD OVER THE PLANTING HOLE.THE MULCH SHOULD BE KEPT AWAY - _- -- - - - -- __ UNK- _ - FROM THE TROF TREES, BE 20 WIRES HOULDDBEOLEFT LOOSE STAKED0 THATTHETREE M5 A CHANCE TO ADAPT TOOLUTELY NECESSARY IF TRESS RE 70 BE THE SITE CONOTIO SESPWES <%v �I� L-i ,/ '', {� L, AND WIRB SHOULD BE REMOVED FROM THE TREES WITHIN ONE YEAR. Ir 1 21 TREE WRAPPING 15 NOT RECOMMENCED UNLESS SPECIFICALLY REQUIRED, 22 ONLY DEAD BRANCHES SHOULD BE PRUNED AT THE TIME OF PLANTING. I 23.ALL PLANTS N TNG AS SHOWN ON AN APPROVED PLAN SHALL BE MAINTAINED IN A VIGOROUS GROWING BLE SIZE, MICHAEL `�� A _ ^ �� I ANY PLANTS NOT 50 MAINTAINED SHALL SHALL BEANREPLACEDSLWITH HEALTHY NEW PLANTS OF COMPARABLE SIZE, did/ 1/f, //f TYPE AND OiUALITY AT HE BEGINNING OF HE NEM IMMEDIATELY FOLLOWING GROWING SEASON REGISTERED ARCHITECT 1981 UNION BOULEVARD BAY SHORE, NY 11706 (631) 665-9619 FAX 969-0115 � �. j'GALCER RM _ p oMw MqW PERMIT ACQUISITION AND EXPEDITERS __ - ,i O H IIT lDG5FNF%HN5 w - = � O 0 Oms F TweE 911SA 1981 UNION BLVD. BAYSHORE, NY 11706 °W °1Nk� (631) 665-9619 FAX 969-0115 O O\� ®®®®®®®. O 0 %% 5R 1P win TO'AL Aw PEAT nk5s Z N - - - - OO I - - --- - - O - - O Q �� / WATER CqN 11 TI IYQI R UNTIL IQVOLLME IN gsem F� **COMMERCIAL S COMPLIANCE *PETROLEUM SPECIALISTS /./L PLANTING DETAIL -PERMIT EXPEDITING �/' PECONIC RECYCLING AND TRANSFER a&O COMMERCE DRIVE ® M r'ICUTGNOCsUE, NY 11935 POW Al 1` 1� PROJECT DESCRIPTION: SHEET DESCRIPTION: NEW FACILITY LANDSCAPE PLAN STAKING As RFtWR 9 REUF HM MOLIE #106A WRE I (� r X77 � additionrto thist plan OCr nrY£ —�-- IoloV., of section 7209 of the New York State Education Low. Copies of this plan not APR - 8 2013 bearing the professional nglneers Inked seal shall not e ) _. be C valld true copy. AFTER I YEW r S/JrPR RIM su°Iimid Um' -I � .RED A>S�'CA TAX MAP# P N T_� anUlnaJanid -- ImOO-gS-z-s,' SCALE:'ENlec�pUL °r��eniln E '� kl� i •"i AS NOTEDS C A L E = 1 " 20 DWG.#MN Maw l . ; .• • • . La1nm6 I ASSOCIATE (05(D2ml d' V, eT�Q-� DRAWN BY CHKD BY' ^��pEOF W ° HAA GUJG EyERGREIEN PLANTING DETAIL DATE Oa/2e/07 SHEET DWG #. 3 OFT F•� ALL LIGHTING ALONG NORTHEAST PROPERTY LINE TO BE FLLL-GUEGFP' TYPE 50 A5 NOr TO ILLW NATE ADJOINING PROPERTY q, tl E, 40'4'1'30 Eb,o to 15.0 to b,0 b.o to to bD b,o to b o b.0 b.o b b 0.0 b b.o b.o b.o t b,o b.o b to bE b.o b.o b 352.09' LISHTING 5 _ -- -- 1127 10,8 32 2 5 b,0 A ALL OUTDOOR LIGHTING SHALL BE SHIELDED 50 THAT THE LIGHT SOURCE 15 NOT VISIBLE FROM ADJACENT 16 0 .4 1,8 0,7 b2 b,2 b6 22 6 f2,2 a9 Fa. a,3 ❑ i F26 Tl.l b3 a,1 a) , M PROPERTIES AND ROADWAYS LIGHTING I FIXTURES SHALL POLUS AND DIRELY THE LIGHT IN SUCH A MANNER NT III AS TO CONTAIN THE LIGHT AND GLARE WITHIN PROPERTY BOUNDARIES MMM i 3,6 3,6 3 7 3,7 1,2 b,4 bA o,9 T23 3.4 3 7 32 *14 b.5 b 3 b,6 I,8 3A ��3,1 t3.4 11.7 b,6 b b.2 Ib,4 1 t134 L t3,3 }3,0 1 t B. IT 15 A GENERAL PRINCIPLE OF THE TOWN THAT PARKING LOT LIGHTS SHOULD BE TURNED OFF OR REDUCED b IN INTENSITY BETWEEN 11,50 P.M.AND 4,00 A.M. g L ALL FREESTANDING OU1000ft LIGHTING FIXTURES SHALL BE LIMITED TO A HEIGHT OF NO MORE THAN FOURTEEN(14)FEET SIT£ b,9 1,8 �,1 21 1.9 1,a b.4 b 4 b.8 1,7 ,1 2,2 3.0 b.5 6.3 b,6 1,4 33 33 2.3 4 b.6 62 b2 b.5 32 2a 32 32 7 b,o ABO E GROUND LEVEL. THE FIXTURE SHALL FOCUS AND DIRELY THE LIGHT AS SPECIFIED IN SUBSECTION A ABOVE q M D b.5 t b.8 b,8 be b.6 b3 b3 b.5 b b.e t 6.8 b,6 63 b3 b2 t 1.0 1.0 1,o b.8 b.4 62 b2 b4 b to 1.0 b,9 9 b.o NOTE Depot uNE -- - - - - -- - I b2 b3 b3 b3 b.3 bs bz b - b1 b2 ba b3 b.3 13,3 3`,\ b, ALL LIGHTING SHALL BEo 1 j% ORIENTED AND SHIELDED 50 AS -_ I, NOT TO ILLUMINATE OR GLARE bT El b b.l 1o.1 bd b.1 b.1 '01 b b,2 b2 b.2 b2 b.1 *01 �,0 ON ADJOINING PROPERTIES OR ROADWAYS b b b b.o b.1 b b,1 15.1 t h b b3 b3 b.3 b2 *01 o NOTE. I I ALL LIGHTING SHALL CONFORM bD to b.o to to b.0 b b.o bd b.1 b2 b4 b.7 b.9 b,6 b3 b,o TO CHAPTER 1-72 OF THE TOWN OF SOUTHOLD CODE ICY YAC b b.o to to b bD b.o to b,1 6,1 32 b,6 15 3,z 1,6 b.9 b,0 NOT TO 50ALE -_-- - - -- - ----- - - -- - - - to b.o b.o b,o b,o bD b.o to b.o ba b.z b,7 1.9 3.1 `2,6 --- ,/' I to b.o to b.o to 1JD b.o b.0 b.o t b.2 b,6 Iso 3a M XGB3 128 0.0 b.o b,o to b b.o bD b b.1 t b2 b,7 19 3,z 6 I LED Crossover Area Light PHYSICAL LOCATION: COMMERCE DRIVE CUTOH000E, NY 11955 no to to b.a b.o to b.o to b.1 b,t b2 b,s i1 '.5 1 OWNER ADDRESS 6.0 to b.a b.a bE to b.o b,0 b.l ba b.2b3 b.s b.5 3 PEGONIC RECYCLING AND TRANSFER 800 PROPO�uED ITh, NYAM A952UE MATTU K BUILDINGS ACT PERSON I R W CONT b,o bE b.o bo b b.o b.o bD b.1 b,1 b2 b3 b.4 b.3 2 AONTNTH vIVELLO I (651) 2PB-6556 b Lo b b b.0 bo b.o b.o b.1 b.1 b.2 b b.7 b.7 a END VIEW ZONE ® 6,0 6.0 b.0 b.o 6.0 6,0 b.0 b.0 b.l b.l b3 b.9 Ib 1.8 3 PERSPECTIVE VI EW LIC, To b,o b.o b.o to to to b.o b,l ba '02 to 2 *z:7 12 I -- - - - TAX MAP INFORMATION SCTM 1000 - P5 - 2 - 5 b,o b b.0 b b,o to t to to L b3 i.o 1 3 '3 7 S10E VIEW co b.o b,o b.o b t b b.o b.1 b,1 b3 to3 3 : .s to ba b.0 b.0 b.o b b b.0 b b.l 'a3 b.7 1 3 S, .9 4000 6�OD��4 pG'1 pG 44CPi CJ p�W Chi REVISION DESCRIPTION DATE REVISED LIGHTING/LANDSOAPE/PARKING 07/11/O0 I to to b.o b.a to to b.o to 6.1 It.1 b2 0,4 s b 3 1 '�[ z- --REV PER TOWN OOVMENTS 5 REV PER TOWN OOMMENTS 11/30/06 -------- .-- 6,0 6.0 b.0 b.o b.0 b.a to b.0 b.l bd b2 6.3 1 3 b .1 4 _ REVISED PER TOWN OOVMENTS- 06/29/01 ® 5 REVISED PER TOWN COMMENTS 11/29/07 b,a b.e b.o b.o b.o b.0 b,0 b b.l b b,2 6,4 1 5 b 3 6 REVISED PER TOWN COMMENTS 2/13/p 7 REVISED LIGHTING AS PER TOWN OgVIVI 4/4/15 b,o b b.o"1 b,0 b.o to to b.o to b.o b0 b.o to El b.1 b.3 a.7 12 1, 9 to - b.a-- b.o '6,a bN 7�,0 1b.o o b b.o b b t b.a b b.o b,1 b,1 b B3 �7,a 1 ,2 a b.o b,1 b.1 b1 b.1 b.1 b.1 ba b.1 L *01 b1 b EI ba b t b.1 b.1 *01 b b3 1,0 33 3, -7 I MICHAEL K D JINN b,1 '02 b2 b3 b.2 b2 b.2 b2 b.1 ba ��bd- bd'" b.1 b,1 b2 b.z 0,1 b,1 b.1 b,1 b,] b,] b.3 bs 22 s REGISTERED ARCHITECT b.t ba b.6 b,e b.7 b,7 b,6 b.4 '02 b,l b.1 b3 to 5,6 b.6 b.5 b.s 03 b2 b.2 b3 b.5 b.s b,4 b.4 b.4 b2 b2 t2 b3 -h To 1.6 `z,a 1981 UNION BOULEVARD BAY SHORE, NY 11706 1 = - a (631) 665-9619 FAX 969-0115 3,1 *E 1.4 b.6 b2 ba E2 b.4 10 3,7 1.7 t6 13 b.7 b3 b.3 b.6 i1 1.5 14 13 be 0,5 b,2 b,2 b2 b,5 b.7 bi I - N 3.e 3,7 3.4 191 b, b,� .1 �o,z b4 14 3,a 32 e.e� *z,� b,� t�3 b,a 6,7 i.7 'e.9 `z,7 *z,7 1s b,6 b b1 b b2 �,3 LuS h _ _b1 51 �1 b3 t1 3,z `2,61 1.71 17 z o2 b Ls 3,9 [�,1 *a3 3.5 bs b2 0,1 b1 b.1/r PERMIT ACQUISITION AND EXPEDITERS ERS - --I- ' 1981 UNION BLVD BAYSHORE, NY 11706 b3 b,1 to bD to (631) 665-9619 FAX 969-0115 Z II *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS _ b.o 'at to a,0 b,o *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING N 39'16'00" W b.o b b.o to o326 54 �' LPFROJECT RECYCLINGAND TRANSFE560 GOI"II'1ERGE DRIVE CUTCHOCxUE, NY 11935 TION: SHEET DESCRIPTION: ACILITY LIGHTING PLAN ® fi rH 7 A L A N Unauthorized alteration or S G A L E _ addition to this plan is = " 2m p \ �� violation of section d.. of the New Yerk State Education 41�� ho11 not S Low. Copies pr this plan not Maintained Footcandle levels -� bearing the Inked prseal ofessional ' �41 F s ba a engineers valor true copy. Calculatlon Summary .k R ,., li tOT Qt, U, n TAX MAPF Label CalcType Units Avg Max Min Avg/Min Max/Min 1000-95-2-5 PI[ mnrl0u!!I ..,eJ �r �riA.:" SCALE: CalcPts Illuminance Fc 064 3.8 0.0 NA. N, AS NOTED NOT TO 5OALE l� 1 DWG.p u� 0 ASSOCIATE 050201 9U / R- >' DRAWN BY: CHKD BY: OF i'ti Luminaire Schedule HAA GLUG Symbol Qty Label Arrangement ➢escrlpticn LLF Lumens/Lamp Arr, Lum, Lumens Arr, Watts DATE: SHEET 10 A SINGLE XGB3-5-LED-128-450-CW-UE-HSS 14' KH, 0.900 NA. 6145 177 08/29/01 3 DWG.$: 40F 1 DRAINAGE CALCULATIONS: 5 40'4 '30° E 352.09' TOTAL PROPERTY = 120,000. Sa. FT 44 E465 aFT ROOF AEA - 54205.05QT ASPHALT/SIDEWALK AREA = 11FT -A LANDSCAPED AREA 21,01551 50, FT► _ (ON DICE ON cu g Fan m £ M CALCULATIONS EASED ON 2" RAINFALL GRAVEL = 55,519.60 SQ. FT x I61 X.90 = 8,044.0 OU FT REQUIRED b w ROOF = 54,2050 50 FT x .16'1 x I = 5,11140 OU FT EQUIRED 511E P -- ASPH/5WK = [0,4145150 FT x 161 x 90 = 1,514.0 OU FT REQUIRED ~ 1 R 20-0 LANDSCAPING = 2 .5 1505 B9 5Q FT x 161 x 50 = IOF2LU FT REQUIED MIT / \ '/ ( _ 4666 (I) 10'0 x I'RING - 66 4 LU FT K - GRAVEL = 8,044.0 / 68.4 = IIT LIN FT USE (8) 10'0 x 16' DP POOLS = 128 LIN FT A O V. ROOF = 5,111.4/ba.4 = 64 LIN FT USE (11) 104 x B' DP POOLS = BB LIN FT GEF U E ASPHALT = 1,5740/654 = 24 LIN FT USE (5) 10'0 x 10' DP POOLS = 50 LIN FT - -- -- - ---- .I /L/C4 \ tom —'� �/ LANDSCAPE = IOP2/68.4 = 16 LIN FT USE (I) 10'0 x 16' DP = 16 LIN FT - - - \ / MIN, '�:x..,. or 5AN17ARY DISPOSAL 5Y57EM FICE E5O1 HO E 0 32,000 x 4 GPD C WA ,200 GALLONS 20'-011 TOTAL ESTIMATED FLOW = 1,412 GALLONS I//I MIN \r/ SEPTIC TANK GAPAGITY REQUIRED (2 DAY FLOW) I 1,412 GALLONS x 2 = 2,824 I SEPTIC TANK = 5,000 GALLONSNOT TO SCALE Ki LEACHING POOLS DESIGN FOR FULL DAY FLOW - 1,412 l\8)Lo/r1l G Q FT/DAY LRAREAREQ. I412�5 = 942 LINEAR TOF POOL Q / PROPOSED S POOLS ® 10'0 BDEEP- 50'�ROSED AREA ai PHYSICAL LOCATION: R'1 / I D R` 'Q N A E K E Y COMMERCE DRIVE NI / I CUTOHOGUE, NY IP55 OWNER ADDRESS FEC500 ?NIC RECYCLING AND TRANSFER SEPTIC SYSTEM BOO 1TUC<, M AVENUE \\ � MIN. \ O / (5) 10' 0 x B' DP. RINGS MATTITUGK, NY IIP52 10_D" BU LD NCs \\ / CONAC E =fR50N ANTHONY (651) 298-RBBB I ZONE J� \ ua /L/Gl R ROOF DRAINAGE 10' m x B' DP Rw95 1;1 TAX MAP INFORMATION _ 5C7M 1000 - 95 - 2 - 5 ~ o 1 IM to G" R \ /J\\ I A \I ASPHALT DRAINAGE MIN \ / \ L/G/ I \ / (S) 10' 0 x 10' DP. RINGS \r / of \ - -� REVISION DESCRIPTION DATE REVISED LISHTINS/ANDSCAPE/PARKINS 617111106_ REV PER TONN 60MMENTS 09/14/06 CL B REV PER TONN COMMENTS II/B0/06 n L/G LANDSCAPE/GRAVEL DRAINAGE 4 REVISED PER TOWN 60MMENTS _oa/29/67 5 REVISED PER TOWN 60MMENTS 11/29/07 / (9) 10' 0 x Ib' DP RIN05 -- \ 6 _ REVISED PER TOWN COMMENTS 12/13/07 \ p 7 REVISED LISHTINS AS PER TOWN 60MMENTS 4/4/13 / ry0��a 0 \ I II " � � _ o _ 0 V / R 6 - - i' / v -< / I >� v 0 MICHAEL K. D UNN PROPOSED ,> / SURFACE - £ r d / REGISTERED ARCHITECT 1981 UNION BOULEVARD A SHORE, NY 11706 -- q ---- -- ------------ ------------A -----------t------------------�\ / (631) 665-9619 FAX 969-0115 – — — . I– R m II % Z ° ZA GAJ ° 550 �` IA �1� r d) az tl I f � PERMIT ACQUISITION AND EXPEDITERS -. . /i 1981 UNION BLVD BAYSHORE, NY 11706 I F �\ ry (631) 665-9619 FAX 969-0115 I Z ]a, *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS N 39'16'00" W —I — — — — — — — f7; �T gp/ *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING 1 --- RIDGE /may PROP05FP — — — —_--RATER LINE � H-20 -- — \� MANHOLE SOLIAD OR SLOTTED TED HEAVY TM - f, y /� //�� tp q (� p TO BE VERIFIED ==_-___._�_. — — —�' — —. — — — — COVER AND FRAME P CON C RSC GL NCa AND I�HN JF=1\ TO BE VERIFIED -- ----- -�--- --- —_— ___ l]= PAVEMENT B&O COMMERCE DRIVE ® ® ® REINFORCED GONG COLLAR CUTGHOGUE, NY 11935 o 0 0 o U oNEWPROJECT DESCRIPTION: FACILITI' SHEETDRAINAC,E PLAN o 000000 w C O O O Q 0 BACKFILL AITH CLEAN SAND, ® p GRAVEL MATERIAL E 1p 11F u Unauthorized alteration or addition to this plan Is a th. Neow York State EdUe.Uon e20 ' m 0 D D — APR - 82013 Law CeII of this plan net SCALE 1 " = Q 0 0 N PERFORATED PRECAST GONG �, __ V bearing the professional nglneers inged seal shall not GJ O 0 RING5 1 be a valid true co 1 a C'Vr8�17PY III rG \`'� TAX MAPA V �\^ 1000-95-2-5 , �� r �g SCALE: e i ��. .' l, ,l A5 NOTE1bI1f. D REINFORCED CONC FOOTING RING DWG. (: t� IIIvu ASSOCIATE 050201 S ®1�YWr=LL w/ 1,4iNi-iOLE ®E`TAIL� \F \3'cVJ'10DRAWN BY: CFIKD BY HAA GWr� SCALE = NOT T O S C A L E DATE: SHEET O8/2 a/07 DWG 8" 3 50FT � w e 5 I I I MERLE 0 IVE 'a � cePar III it GRADE Y A 7 I ® N NOT TO 5GALE PHYSICAL LOCATION: COMMERCE DRIVE OUTOHOGUE, NY 11935 I NER ADDR SS I E FEOONIO REG G 6 Y L N AND TRANS E F R — - - 800ITUOK, AVE I M NUE MATTITUGK NY 11952 TEFL CGRRUG TED I euLDwG sIDwG CONTACT PERSON ANTHONY DIVELLO '— - (631) 298-8688 — -- ZONE O GRADE — — - - TAX MAP INFORMATION SOTMt1000 - 95 - 2 - 5 N ® R Er H L r V 4 T ® N SCALE = 1 ,, = 10 REVISION DESCRIPTION DATE REVISED LIGHTING/LANDSCAPE/PARKING 01/11/06 2 REV PER TOWN COMMENTS 09/14/06 6 REV PER TOWN COMMENTS 11/60/06 k, REVISED PER TOWN COMMENTS 08/29/07 6 REVISED PER TOWN COMMENTS II/�9/07 6 REVISED PER TOWN COMMENTS 12/13/07 " ! 7 - REVISED LIGHTING AS PER TOJJN bGMMENTS 4/4/I3 I I I I I MICHAEL K. D UNN REGIS TERED ARCHITECT 1981 UNION BOULEVARD n I LEVARD BAY SHORE, NY 1 I I 1706 631 665-9619 F I I I AX 969-0115 it GAD RAPE D d d d d SCALE 1 " = 10 ' PERMIT ACQUISITION AND EXPEDITERS 1981 UNION BLVD BAYSHORE, NY 11706 (631) 665-9619 FAX 969-0115 *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING I'ECONIC RECYCLING AND TRANvEER 8Cc0 COMMERCE DRIVE CUTCHOGUE, NY IIS35 it DESCRIPTION IOM I I T SHEET DESCRIPTION. I _ _ I I NEW _FACILITY ELEVATIONS I I I STEEL --_ ' ---___ - ITT6 I, GUI NSDIN6ATED l I' �'� �LLI: � Unauthorized olteratlon or g vial tion of section 7209 of 1 III it I P`/l.h1i� IL�;� addition to this planiso theNew Yark Stole Educatlan ILaw Copies of this plan not �`� bearinengineg the professional not + be a valid true copy, TAX MAP0 _ _ _ 8 BRICK VENEER ° SCALE DWG µ I I V ' ASSOCIATE 050201 Lf ® T � L, Y ,4 7 1 ® N �. \UFN .J��a�. / ORAHAA CC�WCSY: 5 C A L E = 1 " 10 - - DATE' SHEET 08/28/07 DWG.#:I5j roOF7 � W a 0 b SITE A GLMMERGE lUc � �' 666 PEI LA JE 083-03-06.1 053-03-06.1 10750 OREWN ROAD 10750 OREWN ROAD McDROE, FRANK J. MC6RIDE, FRANK J NOT TO SCALE RFD 6OX 159, OREGON ROAD RFD 60X 159, ORE50N ROAD CUTGh06UE, NY 11935 61JT51105UE, NY 11935 ------- --------- / PHYSICAL LOCATION: COMMERCE DRIVE 96-01-002 / GUTGHOGUE, NY 11935 9 2075 COUNTRY ROAD 45 20310 GBJNTY ROAD 48 moo. Mc6RIDE, FRANK J MCGALL, RU55EL G / ROAD 139 255 SPRING STREET SW OWNER ADDRESS OREGON ROAD ATLANTA, OA 30303 PEOONIG RECYCLING AND TRANSFER G`S GUTGh06UE, MATTITUOK, NY 11952 NY 11935 1 800 WIGKHAM AVENUE I 1 CONTACT PERSON ANTHONY DIVELLO (— (651) 295-8858 095-02-0001.1 f11 96-01-001 7155 DEPOT LANE KRUPAKI, JOMN P & SUZANN M 20345 MAIN ROAD 1 ZONE A COMPASS COURT PEGONIG REG & TRANSFER TIDE GROUP, INC. u0 HUNTIN6TBN, NY 11743 80q WIGKHAM D IVE SITE G/0 h RAYNOR MATITITUGK, NY 11 52 PO 60X 1459 d MATTITIJGK, NY II952 _ - - - - - tAx MAP INFORMATION I5GTM 1000 - 95 - 2 - 5 GOMMERGE DRIVE I T, 96-01-04 96-01-001 95702-01 6810 DEPOT LANE 20345 MAI ROAD SUFFO�K6� ROAD 48 60ODWIN, JAMES D TIDE CR,6�P, INC 330 CENTER DRIVE 6810 DEPOT LANE 6/0 h RAYNOR RIVERHEAD, NY 11901 REVISION DESCRIPTION DATE F0 60X 1459 P O 60X/ I A59 GUTGH06UE, NY II935 MATTIT�IGK, NY 11952 1 REVIGED u6NTINS/LANDSCAPE/PARKINS _ _ __ 07/11/06 \ 2 REV PER TON 60MMENTS 09/14/06 \ / L5 REV PER TONN 60MMENT5 11/80/06 DEPOT E _ 4 REVIGED PER TOWN COMMENTS O8/29/07 \ 95-4-II / 5 REVI�D PER TOWN OGMMENTG 11/29/07 \ 6005 DEPOTr LANE 5755 DEPOT LANE 6 REVISED PER TOWN GOJIMENTG 12/15/97 — — KRUPSKI-ZITN P & SUZANN M. EP, 14 COMPASS COJRT 555 PE5K1, LANEV EVE 7 REVISED LI6NTIN5 AS PER TOWM G�MENTG 4/4/15 hUNTIN6TON, NY III 5755 DEPOT LANE -- -__--_-- --- __ ----� 095-04-IB GUTGHG6I�E, NY II935 7155 DEPOT LANE KRUPSKI, ANN MARIE SKYLINE DRIVE PO PDX 405P 95-02-3 . LIVINC65TON MANOR, NY 12758 7200 DEPOT LANE SOODWIN, JAMES D & MARYLIN p ��r� r 7200 DEPOT LANE MICHAEL I. V D l d l d GUTGhOC2Ijl NY II935 REGISTERED ARCHITECT 1981 UNION BOULEVARD BAY SHORE, NY 11706 1. (631) 665-9619 FAX 969-0115 $ GALE 200 ' PERMIT ACQUISITION AND EXPEDITERS 1981 UNION BLVD BAYSHORE, NY 11706 (631 ) 665-9619 FAX 969-0115 *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING HOT TAR SEALANT C/� p /`y /� /� } �1 FINISHED GRADE F'ECONIC REC CLINK AND I'I\AN5FER PAVEMENT SURFACE _—_ PAVEMENT 1/2 _ 8 CUTGONOCsEE, NE E)RIVE 3 v o \ Ig" VARIA6LE 18"" ® I il I SIII L GOLD LETTERS — TCP OF CURE PRO 6GL-DE 6RIPSI.ON:...-"__, SHEET DESCRIPTION: MAX MAX � ao v � E R� 04L�!,i1LIIT '� DETAILS/RADIUS MAP PAVEMENT _� GREEN 6AGKROt1ND 11 Unauthorized alteration or ~ 2 %4 CONTINUOUS a I'1 addition to this plan Is a l d EXPANSION 9 s,a�� ore to i =Iatlon of section 7209 of rOmnphn,_ the New York State Educe hon 4000 PEI GONG. AT 9„ =� JOINT (TYP) - ----- --� 0 25 DAYS \ Low. Copies of this plan not NOTES / bearing the professional G I. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET ®N EXTERNALLY ILLUMINATED / 'F' ft` engineers inked seal shall not /'' / P' ^ be a valid true copy. aSOIL CONDITIONS SHALL BE BACKFILLED WITH 5/4" CLEAN CRUSHED STONE. ' ,pylf \ TAX MAP# w ALL SUBGRADE5 SHALL BE APPROVED BY THE TOWNSHIP ENGINEER PRIOR TO 7� q .:F% H POURING. ."ti, SCALE' 2 �� AS NOTED 2, EXPANSION JOINTS SHALL SN PROVIDED AT EgUAL DISTANCES OF NOT MORE I DIY � THAN 20' AT ALL STORM SEWER INLETS JOINTS SHALL BE FILLED WITH W t `\ z\ DWG #' 201 PERFORMED EXPANSION JOINT FILLER, 1/2" THICK. THE JOINT SHALL BE ASSOCIATE INE BY $ RECESSED 1/4" FROM THE TOP AND FRONT OF THE CONCRETE CURB $ C A L E = N O T T O 5 C A L E �+ ` ,J�.'+ ~ ;<-. d 1 � N ® 7 A ��,\` '�, DRAWN BY: CG. BY: OF idEN HAA CzWCx SCALE = NOT TO SCALE DATES NEST 3 Oa/2(5/01SCALE NOT TO 5CALE DWG # T �F � 4� PECONIC RECYCLING AND TRANSFER a 660 COMMERCE DRIVE C U T C H 0 G U E , N Y 1 1 9 3 5 K NOT TO 00 M P4 S C T M # mm 1 0 0 0 - 9 5 - 2 - 5 ZONING DATA PHYSIOAL LOOATION: COMMERCE DRIVE =CHOOM, NY 11995 SITE P L A N P A C K A G E !oIUNER ADDRESS I°EGONIO RECYCLING AND TRANSFER m BOO UE ln--rM AVEN _ - _... - •.. . -. )` ' INATTITUCK,NY 11954 WNTAOT PERSON —' ,NJTHONYDIVELLO I'09U 290-0005 DEC 14 tam 1-IO ,TAX MAP INPORMATION STARE Or- NEW YORK DI=P4R'TMENt OF AGRICULTURE AND MARKETS 06TM. 1000 - 45- 2 -5 -- GENMRAtL NOTES:ES: I. NO SOIL SHALL BE REMOVED FROM PROJECT SITE. 2. A GRAVEL COVERED AREA SHALL BE SET ASIDE AT EDGE OF SITE TO POWER WA5H I. GENERAL CONTRACTOR SHALL SECURE ALL SUBCONTRACTOR'S PERMITS FROM ALL APPLICABLE "ENGIES HAVING MACHINERY BEFORE EXITING SITE. JURISDICTION AND UPON COMPLETION OF ALL WORK. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS FROM 5. VEHIGLE5 AND CONSTRUCTION EQUIPMENT ARE LIABLE TO BE QUARANTINED IF THE SOIL GOVERNMENT AND LOCAL AGENCIES INVOLVED PRIOR TO FINAL PAYMENT. IS NOT COMPLETELY REMOVED. 2. GENERAL CONTRACTOR SHALL RETAIN ONLY LICENSED CONTRACTORS FOR PLUMBING, ELECTRICAL AND ANY OTHER REVISION DESCRIPTION DATE TRADE THAT REQUIRE5 LICENSING. 3. GENERAL CONTRACTOR AND/OR HIS 5U5CONTRAGTORS HAVING JURISDICTIONP 2 REV PFR TOW SHALL GALL FOR ALL INSPECTIONS I REVISE?E: uTOWNG/UNDSGME/P/WCIN6 0/11/1,6 of HI5MREVER WORK AND OBTAIN WRITTEN SIGN-OFFS A5 REQUIRED. N CA✓n$NTS / //1,b 9 Rr$2 rOWN COMv£NTll s /91,/Ob 4. ANY CHANGES TO APPROVED PLANS MADE BY THE CONTRACTOR SHALL BE HISMER RESPONSIBILITY AND ANY WORK -- ,, AR151NG FROM SAID CHANGES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL 4 REVISED PER TONN CCMNENTS 06/29/01 REIMBURSE THE ARCHITECT OF RECORD FOR SAME. L,I,O. NOTES ,7 5 REVIRD PER 70MJ LOMhtT7fs 11/29/07 S. FIELD CONDITIONS, CONTRACTOR SHALL VERIFY ALL CONDITIONS AS WELL AS ALL DIMENSIONS AND CONDITIONS 6 REVISED PER TONN C6MKCNTG 11/13/07 INDICATED ON THE APPROVED PLANS. I. THE PLAN SHALL INCLUDE THE PREGI5E LOCATION OF ALL 5UILDIN05, 5TRUGTURE5, EMPLOYEE AND TRUCK PARKING, LOADING, UNLOADING, AND TRAFFIC AREAS, INTERNAL CIRCULATION, CONTAINER STORAGE AREAS, STORAGE FOR RECYCLING, AND ANY OTHER 6. PRIOR TO BEGINNING WORK. ANY VARIATIONS FROM CONDITIONS INDICATED ON THE PLANS SHALL BE BROUGHT TO INFORMATION DEEMED PERTINENT TO AN ADEQUATE REVIEW OF THE PROPOSAL. THE ATTENTION OF THE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO WORK COMMENCEMENT. 2. A MINIMUM LOT AREA OF 120,000 S.F. AND THE RIGHT TO REQUIRE A GREATER LOT AREA, SUCH REQUIREMENT SHALL BE BASED ON COORDINATION OF WORK• THE CHARACTER AND SCOPE OF WORK ARE ILLUSTRATED BY THE WORKING DRAWIN65. THE SCALE OF OPERATION Af3 MEASURED BY THE SIZE OF THE 5UILDIN65 PROPOSED FOR THE SITE, THE VOLUME OF SOLID WASTE CONTRACTOR SHALL CAREFULLY EXAMINE ALL PLANS AND SHALL BE RESPONSIBLE FOR THE INSTALLATION OF HISMER HANDELED ON A DAILY BASIS, AND THE REQUIREMENTS FOR VEHICLE PARKING AND MOVEMENT OR A FINDING THAT THE OPERATION CAN WORK AND PROPER COORDINATION WITH ALL 50-CONTRACTORS. NOT BE ADEQUATELY SCREENED FROM ADJOINING PROPERTY. T. INSURANCE. PRIOR TO WORK COMMENCEMENT, CONTRACTOR SHALL DELIVER,TO OWNER, CERTIFICATES OF INSURANCE S. A MINIMUM DISTANCE OF 400 FEET FROM A PROFERTY ZONED FOR RESIDENTIAL USE MEASURED FROM THE TWO CLOSEST POINTS OF FOR BOTH COMPREHENSIVE GENERAL LIABILITY AND WORKMAN'S COMPENSATION SPECIFYING LIMITS AS REQUIRED THE PARCEL BOUNDARY OR LOCATED WITHIN 600 FEET OF AN EXISTING RESIDENTIAL STRUCTURE MEASURED FROM THE CLOSEST POINT BY THE LOCAL GOVERNING MUNICIPALITIES. OF THE RESIDENTIAL STRUCTURE TO THE PARCEL BOUNDARY MICHAEL K. D UNN 0, LIEN WAIVERS AND SWORN AFFIDAVITS CONTRACTOR SHALL FURNISH TO THE OWNER, WITHIN 90 DAYS AFTER 4. WBMIS51ON OF A ROUTE PLAN TO INDICATE THAT TRAFFIC GENERATED BY THE FACILI7T' WILL HAVE A MINIMAL IMPACT ON REGISTERED ARCHITECT COMPLETION OF WORK, FINAL WAIVER5 OF LIEN FOR ALL WORK PERFORMED AND FROM ALL SUBCONTRACTORS AND RESIDENTIAL STREETS. AND MAJOR SUPPLIERS. 1981. UNION BOULEVARD HAY SHORE, NY 11706 I. QUALITY STANDARDS: ALL PROPOSED WORK SHALL BE PERFORMED IN A FIRST CLASS, WORKMANLIKE MANNER AND 5. PROVISION OF ADEQUATE LANES FOR VEHICLES ENTERING THE FACILITY. (631) 665-9619 FAX 969-0115 SHALL BE IN GOOD AND USEABLE CONDITION AT THE DATE OF COMPLETION THEREOF. CONTRACTOR SHALL GUARANTEE 6. ALL SORTING, BAILING, PR05E551NG, CRUSHING, AND SIMILAR INTENSIVE ACTIVITY ASSOCIATED WITH THE FACILITY, INCLUDING ALL WORK PERFORMED TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR ONE (1) STORAGE OF ALL CONTAINERS CONTAINING RECYCLABLE AND WASTE MATERIAL, SHALL BE CONTAINED INSIDE A COMPLETELY YEAR FROM DATE OF COMPLETION OF ALL FLINCH LIST ITEMS AND ACCEPTANCE HAS BEEN CONFIRMED, IN WRITING, ENCLOSED BUILDING WITH AN IMPERVIOUS FLOOR SURFACE. FROM THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR, � -, WITHOUT ANY ADDITIONAL CHARGES, FOR ANY AND ALL WORK DONE WHICH MAY BECOME DEFECTIVE WITHIN THE SAID T. OUTDOOR USE OF THE PROPERTY SHALL BE RESTRICTED TO THE PARKING AND MANEUVERING OF VEHICLES, THE WASHING OF �� y�♦��0�� ONE (1) YEAR PERIOD. THE CORRECTION OF SUCH DEFECTS SHALL INCLUDE, WITHOUT ADDITIONAL CHARM-, ALL VEHICLES, SCALES NECESSARY FOR THE OPERATION OF THE TRANSFER STATION, AND THE STORAGE OF EMPTY CONTAINERS. "��" EXPENSES AND DAMAGES IN CONNECTION OF SAID REMOVAL, REPLACEMENT OR REPAIR WITH ANY PART OF THE WORK ATM) WORK WHICH MAY BE DAMAGED OR DISTURBED. ALL WARRANTIES AND/OR GUARANTEES APPLICABLE TO THE MATERIALS 8. THE 570RAGE OF SAID EMPTY CONTAINERS SHALL BE RESTRICTED TO LOCATIONS SPECIFICALLY IDENTIFIED ON THE SITE PLAN. THIS PERMIT ACQUISITION AND EXPEDITERS OR THE WORKMANSHIP ON OR WITHIN RESPECT TO THE OWNERS WORK SHALL BE CONTAINED IN THE CONTRACT OR EQUIPMENT SHALL BE LOCATED AND 5GREENED IN SUCH A MANNER 50 AS NOT TO BE VISIBLE FROM THE STREET OR ADJOINING 7(981 UNION BLVD BAYSHORE, NY 11706 SUBCONTRACT WHICH SHALL BE SO WRITTEN THAT SUCH GUARANTEE AND/OR WARRANTEE SHALL IN5UIRE TO THE BENEFIT PROPERTIES. OF THE OWNER. (631) 665-9619 FAX 969-0115 10. THE INSTALLATION OF ALL SITE AND HIGHWAY IMPROVEMENTS INCLUDING EXCAVATION, BACKFILLAND COMP ACTION q•FACILITY $14PARKING OF VEHICLES, CONTAINERS, OR ANY OTHER EQUIPMENT OR MATERIALS IN ANY WAY CONNECTED WITH THE OF THE TRENCHES FOR SANITARY SEWERS AND UTILITIES SHALL BE SUPERVISED BY THE APPLICANTS PROFESSIONAL FACILITY SHALL BE PROHIBITED. **COMMERCIAL S COMPLIANCE *PETROLEUM SPECIALISTS ENGINEER(LICENSED BY THE STATE OF NEW YORK, OR A LICENSED LAND SURVEYOR WITH A T208N! CERTIFICATE) WHO 10. WHERE FEASABLE, TRUCK LOADING AND UNLOADING AREAS SHALL NOT FACE THE STREET. *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING SHALL SUBMIT A SIGNED AND 5EALED LETTER TO THE TOWN OF RIVERHEAD STATING THAT THE IMPROVEMENTS HAVE BEEN MADE IN ACCORDANCE WITH THE SITE PLAN AND INSTALLED TO THE APPLICABLE NEW YORK STATE, SUFFOLK II. ALL TOXIC, AND HAZARDOUS MATERIALS SHALL BE PROHIBITED. COUNTY OR TOWN OF RIVERHEAD SPECIFICATIONS. THE CERTIFICATION SHALL ALSO APPLY TO THE PROPOSED ROAD OPENINGS ON EXISTING STREETS. SAID WORK ON EXISTING STREETS SHALL INCLUDE TRAFFIC, MAINTENANCE AND THE 12. THE MAXIMUM HEIGHT OF THE FACILITY SHALL NOT EXCEED 55 FEET PLACEMENT OF TEMPORARY AND FINAL PAVEMENT. PECONIC RECYCLING AND TRANSFER 15. A MINIMUM OF 20 FEET OF LANDSCAPED BUFFERS, INCLUDING STREET TREES, SHALL BE PLANTED AND MAINTAINED ALONG ALL U31o0 COMMERCE DRIVE II. ALL EXISTING LEACHING POOL5/DRYWELLS, THAT ARE TO BE MAINTAINED, SHALL BE GLEANED AND INSPECTED. STREET FRONTA&E5. LANDSCAPED BUFFERS SHALL BE ENTIRELY LOCATED WITHIN THE SUBJECT PARCEL BOUNDARIES. CUTCHOGUE, NY 11935 12 DEBRIS �ALLCNOTITM SIE JOAN_�E SUBJECT 1SIS UNSUITABLE AND DEBRIS SHALL DISPOSED OF 14. A SIX-FOOT HIGH FENCE SHALL BE INSTALLED AND MAINTAINED BEHIND SAID LANDSCAPED BUFFERS. FENCE COLOR AND MATERIALS SHALL BE APPROVED BY THE PLANNING BOARD. PROJECT DESCRIPTION: SHEET DESCRIPTION: 19. ANY BROKEN OR HAZARDOUS SIDEWALK OR DRIVEWAY APRONS OR CURB ADJACENT TO THE SUBJECT SITE SHALL BE 15. HOURS OF OPERATION SHALL BE DEMONSTRATED BY THE APPLICANT TO BE LIMITED TO MINIMIZE IMPACT ON SURROUNDING NEU1 FACILITY COVER SHEET REPLACED IN ACCORDANCE WITH CURRENT STANDARDS. PROPERTIES. 14. NO SPEED BUMPS ARE PERMITTED ON SITE. d 15. ALL DRYWELLS AND GATGHBASINS SHALL BE PRECAST, WITH PRECAST OPENINGS FOR DRAINAGE 'PIPBS) AND SHALL np Ion°rto th°1st plan is ion aof CONFORM TO SUFFOLK COUNTY STANDARDS. th ° Ion of section EIuc to the an ork gt t Educetlon Ib. ALL PARKING AND PAVED AREAS SHALL BE REGULATED WITH POURED CONCRETE CURBING IN AREAS INHERE GARS ow. Copes of seas pion not ARE PARKED PERPENDICULAR TO PROPERTY LINES { BUILDINGS. THE CURB SHALL BE PLACED A 'MIN OF S' OFF THE / _ - a°rinq the refcopyne ��t;cU Fl:ZC '� e'olneers In��d seal sh°fl not PROPERTY LINE AND/OR BUILDING. CURB SHALL BE PLACED IN ALL PAVED AREAS TO PROTECT PEDESTRIAN TRAFFIC. i,.g hid�, be c wild rue copy. ��a��q.FL ii.OGN F� TAX MAP(/ 10(00-95-2-5 IT. ALL 517E PLANS MUST COMPLY WITH ALL PROVISIONS OF THE CODE OF THE TOWN OF OYSTER BAY,BUILDING ZONE ORDINANCE OF THE TOWN OF OYSTER BAY. r•,N c� SCALE: � � �� AS NOTED 10. ALL SIDEWALKS AND STREET C4JR85,ETC. ARE EXI5TIN6 EXCEFT WHERE OTHERWISE NOTED. r\ A55 Ill. COUNTY PERMIT 15 REQUIRED TO CONSTRUCT CURBS/SIDEWALK. �sr9T ti0. o[ea y0� DAWN BY: 7E KD BY. •�F pF NENI f�`J DRAWN BY: CHKD BY: 20. REPLACE ALL NON-APPROVED CURB GUTS WDATE::WITH STANDARD COUNTY CURB, TYPE °C°J REPAIR ALL DEPRESSED, CRACKED v DATE: SHEET OR MISSING 51DEKALK AND OUR55- 06/2S/01 , DWG.e. I or- 7 ... , ..,., . . ,.. .. ., , .;,ter. -_ „ mT � STORAGE FOR APPROXIMATELY 30 DUMPSTERS PRCPOSW 0 HIGH GRAIN (SPECIAL NOTE, AREA MOST LIKELY TO BE EMPTY. YUW LW/ OP ME Pf2GP06FD MAX DUMPSTER 5140M FOR APPROVAL OF OUT DOOR STORAGE) VINYL PRIVACY SLATS .) n 6 N"INCE LMC 840'47'30 E _ n 36209' OPA VIh119_ L,,..q. t( ,b1 I' " r : shut q�� r- ri, 'i ,H. ;,,a i4" %"�1""5 ro,w1:y l .b'ty¢ 'Y`aPi'k".Ir'^ 91�i' t'3 tt ,: �` : u•w":•a04 •4+t+ F°N;. t BOARD OF AFPEAL 5 517E DATA PwvY)sArs I,'.,;;' , �,. ";] n1, l '' ' � 4+}IY EfPG7 ¢,G.w15s1'?A1T JS'�vU;v 'a �llin'. Y\(E1Lf.3S'CE1�".tl.`"Jv�n 41.L-`R,. -3nv:,3rTxSv�,�Kti1.w1Y)�.�.'� ' Ct t _ isi 2d-d' 0 L 1 0 ZON I E '^ mm USE OF STRUOMMES T¢ANi9FEU PA IN6G X LOT�eFn N7AI I 51 1 I I Av�I.I I I I I I I I I I I I 1 , - 120POO SQ. FT Iq" I '�`f'I PROPOSEDeovERAGE L_-J J u ,^\ l.l' PROPOSED BUILDING. 54,200,0 50. PT . 269% S PROP05T77 b° (' FOR FUTURE ACFUTURE CURB OS P.C. CURB FIRE LANE q}' ` "�. > PROPOSED � GRAVEL AREA, 1oa 19431 50.FST - e-I s% TO ADJOINING LOT TRACK jj l 1d-d' J +), �� PROPOSED LANDSCAPING, 21005.69 SQ. FT . 162% - - �d� - - • BOLLARDS • 16d-d' �-' 3 "V—MI' C -�,)i% 1 PROPOSED SETBACKS - - - • I -- PRGPpD REOUIREo 169-0 FRONT YARD 0). 100'- 0. 169'-10�" HASPHAL7 H H I I Pc- culla L•7 h ,� PAVFh1gQT, RdAJT YARD (p C Ct1 �.• H�IGONLREiE, H CIG'�� H I I ( - - FRONT YARD (2), GO - O° 64� 4' ROCK, & 50H. 1 I I SIDE. 90' - O" 90--0- GO H(I� z 8� ~ I I ( REAR: 719- 0° 451- 0° IR LL--- I I I PITCH FUTURE TRUCK I t \\ BUILDING HEIGHT r \ G & D DEI STORY, 16' 0-m5'-0° AND S/R7Ne AREA T TIPPING II I RSI HASH PAD BUILDING DIMENSIONS RI-J�YGLApLES I NG I I G & D DE0RI5 OILMIATER SEPARATOR a I 4r \ E TORAer AREA A 2 I (4d-d' X 6d-vl I I UNLOADIN& AREA SYSTEM 'P \ 200.0'x 160.0' (4d d x 6d-d� — K E Y M 14 P LfFP-5TR1�T PARKING DESIGN I SPACE PER 100 SWARM FEET OF OFFICE NOT TO SCALE I I ( I I)��11000 50AAM FEET OF WAREH0115E/STORA&E ,.>..,� SPACES --------------1 I I I - - NEW 6' HIGH1x 5d LONG {", 159255rN.PT EQ.FT/1000 . 16 SPACES( WIPhENTAOADIN6 ZOWS RTMOVED) CN Jr I I I I d1GI VINYL GATE TOTAL OF 25 SPACES REQUIRED/26 PROVIDED I FUME AREA OF LANPOCAPM ISLANDS HITHIN PARKING LOT PERIMETER ZONING DATA L_---------J L-EEG-1��IJJ------\, NONE - G & D VWPR15 RESIDUAL TGRAGE AREA L • ;3 I WA5T-- 6TORAGE AREA I 5 d11�INr I ++SPILL RE ONSE � (,�•-0'• X sg•�� I r 1P_N ICAL LOCATION: t I I CUTC+10 DRIVE ,:UraHOG1mUe, NY 11,155 PROPOS$D i y BULK SCHEDULE OF ZONE )DUNER ADORERS BUILDING C MINIMUM sm2mm use GROUP , I MSW Al`➢7 & D O LOT 912E(SQ. PTJ 120,000 50.FT. 120,000 50.FT. 1900 WICKHAM A ENUE I ND TRANSFER ' EU�DING ARE ' I DEDRIS LOADING AREA ��' 1d'-d" 7d-d' 1d�o" LOT WIDTH(PrJ 200,00' 996,00' IMATTITIIGK,NY 11952 I PROP. FFE 51.5 I C NEW 6 d' HIGH dXIC VNYL FENGINS L07 DEPTH (Fri 900.00' 552,00' IZQNTAOT PERSON n,00d `SR FT 54•-d' X65'-d� FLOOR h �}ND5LM ,ANTHONY DIVELLO I- FRONT YARD(PTJ IOONARIABLE FRONT YARD N 163,00' (631)290-8000 III I I 1 I I • FRONT YARD (2) 66.05' I 1� X111 II'FULLY IMPERVIOUS ILJIJi._II_II-II (+T= SIDE YARD(FTJ 90100' S0"00' "No _ a . MSW RESIDUAL I REAR YARD (PTJ T9.J0' 45,00' I-10 \ - FLOOR SURFACE WASTE STORAGE AREA I I + C48' o X58'-d� ( ,\ -- - - - • n MAX. ALLOW® I UNlAUrHORiZEv nim rAZARVOUs r-- I 3 1 Lar COVERAGE(PERm7r) 20% 285% rAx MAP INFORMATION I WASTE 57 AREA , \ ' (8'-d' % 12'-6 ----- L- ECTM, 1000 - 95 - 2 -5 1 r- --------� f— • 'iJ BUILDING NEI6HI'(FTJ 95.0' 9510' NUMBER OF STORIES 2 1 I -------------- ] I I I - PRaPoSED I O PTTCI ! i I I P GH SUR ,? !1� 6•CONI SURRO m D \ FLOOR4' 1� 12 RAMP UP REVISION DESCRIPTION DATE REOYGLAPLES I MOW TIFFIN& AND I I MSW DEPR15 STORAGE ARPA k I I (a 6rT I N& 6 AREA I I UN�APING P •`v"•. :.: .HJT, GRADE I REVISED PER TOWN CLAI05 A /PARKING 07 1106 ( � x �� MAIN WILDMG: %,900 I \ \ \ \ \ \ \ \/ /\ /� /40 I-I----7T---- I • a�ICE dDG: 1,7D5 s4 Pf , I / %/�// \//i //// / /\/\l n Rlvlsm PER ravN r.GNnNENrs s Ida 29/di 9d-D' m"IGAP PARKING & SON H �ppOARP H ME7AL5 I M 3° SUBSURFACE GONG FORM / SDE YARD IN AGGLRDANCE WITH NIYSDG H CIG' x 18) H(10 x 15) I IREVISED PER TOWN GOMhENTS 17/10/01 656TTON 1106 H H RECTION THROUGH A.C.rSORAMP 6 REVI D PER ravN caMNENrs %/I9/d1 y ` , I I 1 SCALE, 1/2 "•r o° ----------11---------- J ADA I PROP. RAMP UP - vhf (U ,NOTES, LUNCH LOaQ 4 LAV. Q��I Cj�, I I �' 1L I. ON-STREET PARKING OF VEHICLES,CONTAINERS,OR ANY OTHER 279 SE 161 SF. 291 SF. LAV. OFFICE AREA: p, EQUIPMENT OR MATERIALS IN ANY WAY CONNECTED WITH THE 111'10 OR FT Q �' §. FACILITY SHALL BE PROHIBITED. PROP. FFE Q 2.THE HAL518 �1 'r LOCATIONS SPECIORAGE FICALLY IDENTISAID AINERS F m ON THE 517E pLANSHALL BE IC7ED TO . THIS 288 Sr. I EQUIPMENT SHALL BE LOCATED AND SCREENED IN SUGH A MANNER FUTURE CURB CUT Q 50105 NOT TO BE VISIBLE FROM THE STREET OR FROM ADJOINING MICHAEL K. D UNN FUTURE ACCf55 a (/ 16'-0' 16'-d' 78'jJ" \ PROPERTIES. TO ADJOINING LOT PARSO�ALT \\ 3.OUIDOOR USE OF THE PROPERTY SHALL BE RESTRICTED TO THE REGISTERED ARCHITECT SURFACE \ O PARKING AND MANB)YERING OF VEHICLES,THE WASHING OF PROPS 6• VEHICLES,SCALES NECESSARY FOR THE OPERATION OF THE 1981 UNION BOULEVARD BAY SHORE, NY 11706 NIGH GLUM W \ / \ TRANSFER STATION,AND THE STORAGE OF EMPTY CONTAINERS. (631) 665-9619 FAX 969-0115 LINO FrAQUE - - - _-\ `�' �. p / `7 4.ALL SORTING,BAILING,PROCESSING,CRUSHING AND SIMILAR W/ OPA¢E I �•,J'+ I; , \ Q �{ '9� / 3 INTENSIVE ACTIVITY ASSOCIATED r,ITH THE FACILITY,INOLUDIN6 THE VINYL PRIVACY ,r! ,. . ;:, \ .N�.. a- S ' j-,, % NEW 6' HrH x 5d LONG / STORAGE OF ALL CONTAINERS CONTAINING RECYCLABLE AND HASTE SLATS (f W.) J:":,, ..\ i ' %d" O IX.KAO VII'M GATE / ,, I dl MATERIAL,SHALL BE CONTAINED INSIDE A COMPLETELY ENCLOSED 7' a BUILDING WITH AN IMPERVIOUS FLOOR SURFACE. PA INS G. CURD Or 5.MATERIAL TRANSPORTS TO AND FROM THE SITE SHOULD BE NEW 6'-0" pAGC VIM'L FENCING 't COVERED WITH PLASTID OR OTTER APPROPRIATE MATERIAL. aTiR.AmARg AIX, (D r, 6.UNLOADING,TIPPING,AND SORTING WILL BE CONDUCTED IN THE BUILDING LIMITING ODORS TO SURROUNDING 1P.E9. PERMIT ACQUISITION AND EXPEDITERS (D a- s.7 (7 `r h010Y, 7.ACTIVITIES WILL BE CONDUCTED INDOORS AND GON7Al1ER12ID ].981 UNION BLVD BAYSHORE, NY 11706 L „ F ,C. .,7a�'i 'I$ ��a a J4;vrr , - i1.. r. _ SORTED MATERIAL AND WASTE WILL BE ON 911E ON A TEMPORARY Y / I,, a . ,,,3 , i LKt �' v _ , C ry BASIS BEFORE BEING SHIPPED TO DISPOSAL OR MARKET. w $ i e C) Q631) 665-9619 FAX 969-0115 C tl .cx �x dis"a, e,A, C.+ n ° ? q * : (D !� C PROPOSED SIGN B.TRUCKS BEING UNLOADED AND THOSE WAITING TO BE PROCESSED EMARONMNETAL COMPLIANCE PETROLEUM SPECIALISTS 111444 WILL BE E%PECT D TO TURN THEIR ENGINES' OFF THERE REMIXING, *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING C) Q THE IMPACTS OF EXHAUST ODORS AND N019E. N 139 G+ 0pf; a.T1419 FACILITYWILL OPERATE m DURING NORMAL WORKING Has T --� N \,�\,� T •,_ \ ., + / J/ , I - -� , V` WHICH WILL REDUCE NOISE AND ODOR IMPACTS TO SURROUNDING �' 't:� PROPOSED GOMyRETE (� 32664 RESIDENCES WHEN INDIVIDUALS ARE AT HOME. GLRa \ f CONIC RECYCLING AND TRANSFER PROPOSED FIRE HYDRANT 10. AN INTERIOR MISTING SYSTEM ID PROP05ED THAT WILL HELP TO 47,0” r�.'�d' PER LUTCHOGUE FIRE DISTRICT CONTROL ODORS. 9d c 61,0E YARD \ 860 COMMERCE DRIVE III.SOLID WASTE CONTAINERS SHALT BE INSPECTED BEFORE BEING �'� �• O 'rIPPIv. CUTCHOCzUE, NY 11935 M M E R C E R O ,4 D _ - --- - * FULLY IMPERVIOUS FLOOR SURFACE, SEALED CONCRETE FLOOR EXISTING COBBLESTONE 1:2.THE TIPPING FLOOR SHALL BE 'FULLY IMPERVIOUS \URBIN6 W/NO CRACKS OR FLOOR DRAINS,FLOOR PITGHED AWAY FROM IIS.No LIQUID UNTEREALS SHOULD BE STORED OUTDOORS,SHOULD PROJECT DESCRIPTION: SHEET DESCRIPTION: ANY BE ENCOUNTSi®,T4EY SHOULD BE SEPARATED,RETAINED NEW FACILITY SITE PLAN DOORS TOWARD--INTERIOR.-FLOOR-TO_BEREP_AIRED AN_D \ INDOORS,AND BE REMOVED BY A LICENSED SCAVENGER AFTER MAINTAINED AS NECESSARY - -- ------' \ TESTING AND IDENTIFICATION. •• SPILL RESPONSE EQUIPMENT, SUCH AS SPEEDY DRY, \ AB50RBANT--PAD,,-ANP OTHER CONTROL MATERIALS TO BE \ 44.THE FACILITY SHOULD INSTITUTE AN ON-CALL CONTRACT WITH A d READILY AVAILABLE. ALSO. SITE PE ZZONRECTO-BE-TRAINED-IN-- LICENSED 50AVENGER is a[ n to section 1,2 a vd I, Ion of his pl 7209 of SPILL RESPONSE, AND THE NY5DEC SPILL 14OTLINE NUMBER Q' the New York State Education \ Law. CapIes of this pI not SHOULD BE POSTED AND PART OF THE TRAINING �.O \ - bearing the professlago engines Inked seal copy. al not V {L'J A1YC be a .r true al s / F'r TAX MAP(/ P R O P O S E D J f t E P I. 4 N /� PEL,s ON/Tc` �o�n�y.{+ �7;. °r\ 1000-95-2-5 A: .S pu,'1!i J. 'k SCALE: 'hP J.t �, AS NOTED S CA L E l ^ zm ' 4L g \\ '�� Dwc.k. TM A550CIATE 050201 DRAWN BY: CHKD BY: `QTfi'o�N6N 1 HAA CTWCs DATE: SHEET 08/29/07 Dwc.y2 OF I .,.. ,., ..,-.;., ..�. ...,,_,_m^a-- -..� _„- .,�:' '-” '°s r. ,..,, - _ r. -^ lee.. —,— _.�,r- ."�+ _ ,.TTP .,-fin. -^�•..- .. . - .,_ . ..:, TI c . - . .. - ,. >i .... . ..r -,.r .�. . - . , - ,. ,.r . , ,gin_, _, z.. ,,..nTa. r - _',. , :,.,, � - .,.m. :_ __ �.-.,-, . � ..'tR. .. ._-. LANDSCAPING SCHEDULE 8 40'41'30" E — — _ — — — — — 362.09' srM crrY COKNtoN PROPOSED D SO A P I N BOTANICAL NAMEMaw SFACINS, IN; —meH BT 6 SffOH—TUE FAM 6RANDIFOLIA 7'TO 9' AS SHOW A' m OT 4 1 OAK TREE Ed1B24US ROBUR 7'TO 9' A5 SNOPNW ,0 BW 4 SASS WOOD TILIA AMERICANA 7'TO 9' AS SHOPN 11 TO q, AS SHOAN LT S LINDEN TM TILSLIA OISTGMIM 7'TO 9' A9 SH" S AS 177 EMERALD ARBORVITAE TKUA,OCGDENI'ALI9'EAERAALD' 4'TO 6' 410' p AZ 45 RED AZALEA AZALEA HERSHEY RED 24'TO 90" 2'' S FA AS REO FLOPERIN6 ANNIALS WA 1 6'TO 5' 6' ALL PLANTINGS SHALL BE SURROUNDED BY MULCH 0 71, 00O00C LANDSCAPING < M %r - OAC TREE BASS WOOD I I K E Y M M P MAPLE TREE LINDEN TREE NOT To SCALE O � I O0 spy ZONING DATA I BRECH TREE ARBORVITAE 1OHYSICAL LOCATION: COMMERCE DRIVE 0 PROPOSED y C TrCHD6uE,NY 11,135s BUILDING',; RED AZALEA 12WNER ADDRESS FECONir RECYCLING AND TRANSFER 600 WIOKHAM AVENUE I-4'"TITCK,NY 11,192 Q LANDSCAPE NOTES !ZONTACT PERSON ANTHONY DIVE L0 I. THE CONTRACTOR SHALL LOCATE AND VEAFY THE BRISTEICE OF ALL UTILITIES PRIOR TO STARnNS WoRY m91) 29e-58156 2. ALL PLANT MATERIALS SHALL OONFOM TO THE 6UIDB.NS 15TAMISM BY THE awtw AA mom STANDARD FOR HAMIEW STOCK,MIENS BY THE MEUOAN ASSOCIATION OF NXIBEIM4EIR O S. NO PLANTS SNALI.BE IHSTALLFS BEFORE RXM OWNS HAS NEST FINISHED AND APPRan ED BY THE "ZONE LANDSCAPE ARCHITECT OR SMAL LIO 4. ALL PLANS SHALL BE SPRAYED HIM A ANnIVENOICANT WTIIN 24 HEM AFTER FI-WnN6,AND ASAIN AT AT THE MIIOUNS OF TEIR FIR5T RIMER N S. ALL PLANTS MAU INS INSTALLED AS MR THE OETNL5 AND COIIIRACT SMIFICATONS. .rAx MAP INFORMATION u- 6. ALL RAMS 91W1 BE MEW Tglg15RY TRUE DUWNS THE FIRST 24 HaR PERIOD AFTER PLAWINS. :iGM 1000 - 95 -2 - 5 ALL PI-ANTS SlIAU TBH BE KATBRED PEMY OR MOSS OFTEN,IF HEAWW RRING THE FIRST 6ROPANS I. ALL FLWNG MM BULL BE MLCIE)KITH 4'OF SHREDOED BARK MALH OVER A SYNTHETIC ESD BAMEt FABRIC. 6. THE CORMACTOR SHALL FLSPASH A ONE YEAR M WANTY ON ALL FLARE HAT3UAL9. R. ALL PLANT MATERIALS OWL BE INSTALLED TIEING STANDARD ACCIPME LANDSCAPE PRACTICES. 10.LA`lD9GAPIN6 SMALL BE RUTTED AND MAINTAINED 1N C051RIANCE rdTl THE TOM OF 5g71F" RESI)LATONS 1 SPEOPIGATIONS. 11. NO PLANTN69 AT THE DRIV51AY55HALL VIOLATE,ANY LINES OF SIGHT. REVISION DESCRIPTION DATE >� 12. PRLTE ALL EACLBL OR DAMAM BRANCHES, I REVISED LI6WTIN6/LANP6(APE/PARKM ol/II/06 I A 6ROUNDFLAME, UNE TO BETE SME A5 EHIGIED AT NS WAIN. 2 REV PER TOWN CaVIMEW5 09/14/006 I M. PLANfIHS FIOLE59FDN.LD BE AT LF NST INCE THIS VIIA•EIHt OF Ti.MOf EWl 5. POST BALL OF PLATTE SILIRD BE FACED ON LtUS7LFgW MAW..THE CROW!OF THE ROOT BALL AND 9 REV PER TONN CLN.tAWS II/60/00 I I� MARC OF THE KANTMW OR STEM SHHLTLD BE AT GRORID LLYS 4 RLVISED PER TPMd CONd¢TITS Ob/29/01 O Ib. Wt-AP BE REMATED FROH UL LOW REH7 DP ONE TNM a THIS ROOF BALL ALL wIRB AND 95(K D PER TOM CCIvA�f 11 11/29/01 NDIt-AP SH6RADBE FU 4WW FI M AT L BE THE TOP ONE THIS) IS.Y FROM TE BALL BALL 5 M B+CKFRL SHOULD CONSIST O A MNMM OF WS OP TE OPASINALSOIL WAVATED FRON ITE RANTING 06 REVISEDPER TOAM CGNdvENTS 12/19/01 (� HOLE,ANI.ESS THE CONDITIONS OF THE EXCAVATED SUAL KATKARIM RERACE14ST OF 516NIFIGANf LI- AABrvHanS. a IES. PEAT M05515 HIOf F15404 HIPID FOR USE AS ALGH OR AS A S7L AFENDHENT M BACIW-ILL. 19. ME INCHES OF KV.44 eIIOI.TD BE SPREAD OVER THE PLANKS HOLE THE MLCH SIOI.I.D M I29r MAY FROM THE TURK OF TIMM. /� O 20.TRMSe PNOT BE STAK®IR1E55 AasgUnELY H emeAw IF TRESS ARB TO BE STAIMD,THE W WIRES SNORD BE LIFT LOOSE SO THAT THE TM MM A CHANCE TD ADAPT'TO 11E SITE CONWnOHS.5TN45 AIM WIRES SHOULD BE RMWED FROM THE TEED 14 NN 019 YBAR U21. IM MAPPINE IS NOT 915CO MINDED LN.ESS SPECIFICALLY REStli IE7. 22 ONLY OFD BRIANGFS SHDAD BE RAINED AT THE TIME OF PI+WDN6. I 25 ANYPLANLL SSHOT90KAKIAIONMIMFRWIDPLANLACEDKBE MNMNt®MAVANTSOFSORM fA0PMAELm112E, MICHAEL K. DUNN ANY PLANTS HOT 90 KAKTAR®SINLLSHALL BE REPLACED WI1H1EALTRNBTIELANBaP GERMS T 1YPE NO OULIIY AT HE BFLIWHS OF HE WENT INMIATMY ROLLM 56RCMN69EASON1 REGISTERED ARCHITECT 1981 UNION BOULEVARD BAY SHORE, NY 11706 '0 (631) 665-9619 FAX 969-0115 3 SS S U! . 0 r wa T GRIM HT1 VII WL /'n•DUU/yR4 ASdsL.:I� oOVLh[5Zl�� LB 0 d) OF NPAN 01 O OC a ML Haw Um 191=7x6 PERMIT ACQUISITION AND EXPEDITERS a1 0 Q Inn mTee h, 1981 UNION BLVD. BAYSHORE, NY 11706 * O ® ® p vl FnMTI WL'SS (631) 665-9619 FAX 969-0115 z � O U Q O� O AEM LAM MIL EM *ENMRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS O *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING N ' 10 - - - - - �- - _ Q SHRUB PLANTING DETAIL �9• 00 ,Nar TO.trAL€ ° PECONIC RECYCLING AND TRANSI=ER 860 COMMERCE DRIVE C O M M R C E _—r CUTCHOGUE, NY 11935 R O T4 D PROJECT DESCRIPTION: SHEET DESCRIPTION: NEW FACILITY LANDSCAPE PLAN HI SrffM AS PERM FIRMt Unauthar zed alteratio or IDS -- E VdItar, f sectlon"7209 of the New lgark State Education �aw. Copies of Nkhle Ian not gry g�yE1� earing tlle pora eeelr��lal HHUo,EIEIBL rNllAl 6e91cearsdntr eacoopy all not 117OR Y 51aR RN PROPOSED LANDSCAPE PLNAN o.q TAX MAP# I�wt ,i ;�E'` °Hrp 1000-S5-2-5 SCALE I " e Z0 ' -w y'a'MLLE / AmrtU9 I! ty�- �;2AEL h'QG, c�`Cr* SCALE: AS t TOTED DWG.#: 5 I MR MW Wal �°°6N6 Fy.,; y % ASSOCIATE 050201 �3; YAHTIt M0TYLEF. I�- \ �.,.aDRAWN BY: CHKD BY: u'u vn`rR uaeen 0¢� HAA I GUS EVERGREEN PLANTING DETAIL oFN � DATE:08/2 SHEET 21M NOT TD zrAl.= : L /�� 30F � 6 40'41'30" IS 365.09' �• — — .9..� , .,.. — - y ,,:. � . ,; ,,,, 1 - •T �`Il Nr,µ., 0.+U.vR, F l,r,,X✓:."Jr(� � -�^ Y ,,yy,� ' _ c,,� +.0 {., ri,°` ' 'i; � � BLL°,Y �k � vqa, ,� ;std ':., ",.:,. , .".9W��+�`�s,"; 5�aa'� _,� t <2'`�r. ,v J w�� LIGHTING •Q n r' A ALL ORPOOK LISHDN6 DWI BE SHIM=20 THAT TE LISHf SQMOE 15 NOF VISIDLE FROM ADJKBU y J PROPERMIS AND ROADWAYS, LUNITIM PIXTME9 SLIALL FOLDS AND DIRECT THE LIGHT M SL1:11 A MANIM AS TO DOMAIN THE LIGHT AND GLARE WITHIN PROPERTY EOMAR15. & IT 5 A 6@806" 11 0 OF THE TOMTHAT PAWNS LOT LIGHTS 9HSO"BE TMm NOFF OR RFp.Y,ED b IN INIBBItt LEIYEBON!11,90 PM.AND 4.00 AM. � G ALLFIREESTAIDSG ON70OR L*Wft FIXRF15 SHALL BE UNITED T7 A I156Hf OF WJ MORE THAN FQMTESNN(14)FEET �0 ur ABOVE SNOW LEVEL THE TIMM%%ALL FCOF AID DIRECT THE LISHr AS SPECIFIED IN 5 WTION A ABOVE S p D D 6 (D J I 6 � I 41 I F -_ D KE20YTpx M14P 1 � S LL G I t,) 0 A ZONING DATA Q J;oI.IMER E VIRIVE00ATION: =6HOE.UE,NY IN155 S' 1\\ ' ; ,•` rdrrla� nrrr.I? .Tn� ,rhr ADWNER AMORE fvRG I .. II �J Pi?OP051=D C�•��rr5 t I,, IO ROYOL A D T iANSFER Ia' IG.OU,0 3.0 1.0 (5 79 ql 000 H , AVENIE IaArrITZK,Nr 11,19251JILDING IrFECiRrs CONTACT PER80NFMFI[ DYnOIV l.i°a'ILI C, liG ANTNY DIVELLA AtS1 -1OC uaF (651)2q8-0800 d PROPOSED -400 WATT AREA LIGHT ISOLUX CHART '.1ONE Hof TO SCALE 1.10 S a; TAX MAP INFORMATION 1.-'; WYK 1000 -45- 2 - 5 2`-'-"' _'-"' REVISION DESCRIPTION DATE REVISED LI6NTM6/1.A'D56APE/1'ARKIN6 01/11/06 pw 2 R& PER TOWN CON9dENf5 09/14/06 "' _ •M1 I 5 REV PM TOWN 64AMI I'S II/v/06 4 REVISD PER TONN CWM34TS 03/29/01 M 5 REVISED PER TOW LOOMIVti=JNTS 11/29/01 6 REVISED PER TONN 64MNEWS 12/15/01 Q 'Y 's;5I1 , f1 -- = — oma 6 / V ]U o D � �` v z Q 4i1 MICHAEL K. D UNN REGISTERED ARCHITECT 1981 UNION BOULEVARD BAY SHORE, NY 11706 F 1(631) 665-9619 FAX 969-0115 - - - \ D D D 1 3 6 13 PERMIT ACQUISITION AND EXPEDITERS `� Q ( 1 1.981 UNION BLVD HAYSHORE' NY 11706 ,a, •�l. . ..N,}' ' i f i. ,� 'r� ,. ';_ '..ti� , v � . . , µ1u' t4.7 4�.4r : " �' F@L.�S;r,'yi ?•�Iyk'�` I'1" � �. (631) 665-9619 FAX 969-0115 TIN.-r �) "�~�„Gx�.a`s.�� 1• I� e &FA,1JE b�-I i�\`\`I/"/'%� r\. r'- �� } ,1\�^��'' 1 { •\/`'} [% :.) C�L *EN\ARONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS 0 �} *COMMERCIAL SITE PLANNING PERMIT EXPEDITING N \E � . � .00 — — — — — — 9 / 356.64 b fCONIC RECYCLING AND TRANSFER 56(0 COMMERCE DRIVE C O M 101001 16HT FLEVATION CUTCHOGUE, NY 11935 1"I R C E R O 14 D LNI'11F400N IIETAL HALIDE L N5: OLEAR rl-AT TFMF'ERED 61-P,5 PROJECT DESCRIPTION: SHEET DESCRIPTION: T"Y<'F III 015TRIWUTION NEW FACILITY LIGHTING PLAN 40000 LUMENS IPflZ LAM"' U authorized alteration or YARDLIGHT DETAI1. alo.l tN1ew tothispea Iso vt.,a[lan of section N72D9 of the New York State Education t NOT TO SCALE aw. copies of this Ian not Baring the bd seal . a _ engineem Inked col e�iall not valid true copy. TAX MAPS PROPOSI= D Lw IC� Ht PLAN r2'p�FL'cac2t•F� IIDOO-95-z-5 / S �,;_�� * SCALE: BcaLe 1 " 201 �� AS NOTED f fit , IYa DWG./: 5 ASSOCIATE 050201 uT` fv0 02g9� ytF ' DRAWN BY: CHKD BY: HAA GUJ3 J _ DATE: SHEET OB/21B WG. 4 OF , ,._�..um.mr _ :,., ..i :'r ..a . ,. ., . k,14:e ;.P^r r. .�,... ., °r �.C':'i,,,. - ._:•. f-^y _ ..,-, .yr..., __�.�... .aF:.._LTtT. , ..:'F _'^l'.- -_ Jam" ._.I. _ _ _ _ _ _ _ 4 .. 'nS,r LJ... .L, 'fl,: i. ,. w1 . Y ` 8 .-. 'Ii. .,, 6 AIN 40,4 1'301, E TO A6 CATAL PROPERTY -LCULATIONS,OO. 5 362 09' { — 0.S r,'- ." :'Si d, tt r,rj p y'iu :iY:1 P.i�ml#.df:`'. •ua w.1'Lv a,}Kr,t a.r+.-r��,' ,f ,mryY Fr.... !v1f ;i r .�,. r�_ .-si li e,+,v , i. 'N .: `F GRAVEL AREA . 59519bO SQ.FT e `TO 1 ' '�') r'i . 1r f ,y .,;} \,dd �d',N "i!a" err$* �;1 Vril nus (�airv3l3>'1e) 5$1ny <'u;"�.951-3 i7]�� '`+ak��sfEY rte'«U�sT ID.' n1 .e&�ar5�`.�,rNresflL; d � ,W 41 p7i ASPHALT IDFAALKAREA ,20451 5Q.PT ) .- M LANDSCAPED AREA = 21,015.Bq 9Q.F7'CI ll L_ U (ON 5111E ONLY) fA na 6nQNg BASED ON 2'RARBALL &RAVEL . 5SP19bO SO. PT x .161 x .90 - Bpg4.0 cU PT RE0111RED O ROOF • 54,20SO 50. PT x .161 x I • 5,111.40 CU FT REQUIRED20'-0' ASPM/SWK • 10.41451 50. PT x .161 x .40 • IS14A W PT REQumoR L/G1 / 1 a V LANDSCAPING • 21505.89 W.Fr x .161 x 5O = 10925 cU FT REQUIRED S1 / MIN (0 1041 x I'RING • 65110)FT Ap ov E R 4G II' GRAVEL• 80".0/69A. l , ROOF • 5,111.4/68.4= IN LIN FT USE(8) 10Vx Ib'DP POOLS . N F LIN Fi \ B4 LIN PT USE OD 1010 x B'DP POOLS •LS LIN FT I••/G/ 10 K _I �) `"I LA HALT• 1$14.0/6511 • 24 LIN FT USE 19) 10'0 110'DP POOLS• 90 LIN FT T,j� LANDSCAPE = Ip92/6511. 16 LIN FT USE(U 10'0 x 16'DP = Ib LIN F7 rirQ'I'a,'pCss} SANITARY DISPOSAL SYSTEM \ ♦ I OFFICE 2,200 x .0b GPD • 192 GALLONS WAREHOUSE 92,000 x 04 GPD - 1,280 GALLONS / R 20'-0' 1.10\ TOTAL ESTIMATED FLOW • 1,412 GALLONS 51 TIC TA4x 2, 2,AcIY Y / \ / MIN / 3 1.412SEPO TANK = 2 - GALLONS I (2 DAY F ONP NOT TO 51—AiP N; LP_AGHIN6 POOLS e C) <) ? C) CM16N FOR FULL DAY FLOW • 1.412 I s LEECHING RATE • 15 6ALLON9/SQ FT/DAY SIDEWALK AREA REQ. - 1"12115 - 942 ZONING DAT14 /',\ ❑- 1 LINEAR FT OF POOL REQ. - 1,412/69,4 • 21,01 PROPOSED 5 POOLS a 1010 x 6'DEEP= S0- R ) 01R ♦ �� SRweLD z av ��1 I / i aREn % PHYSICAL LOCATION: DRAINAGE K IN Y LOMMER6E DRIVE cuDE \ l`I-h 0 rcxoG ,NY IwBs I / \\ lob1, / \ P�ER�ADDNNGG AND TRANSFER '1w L/G 1 1 SEPTIC SYSTEM BOO WICKHAM AVENUE sr PROPOSED / \ �\r MIN' � , (5) 10' 0 x 01 DP.RIN65 NIATTI'NCK,NY 11952 �\ IOb" BUILDING \ R �� r I O �� / C:ONTAGT PERSON / ♦ K1 (630 29e� B1Bae Q l R / al /l LIIO WGl ¢ ( \/j 1 R I ROOF DRAINAGE .r •, / ``J�Ty ( A9 10' 0 x V DP. R1NSS I 1'CXMAPAYION 1✓i \ (:i ♦ �; \ SCTMgS - 2 - 5 r 1000 - 95 2 5 t L3-= w r-0r R / /L/G1 Imo. .4 1 A, \1 ASPHALT DRAINAGE MIN ^. (B) 101 0 x 10' DP. RINGS r 7 I,LY \ REMS1014 DESCRIPTION DATE �,R j '� - O 1 REv1seP u6nrlN0/LnrnSc,we/%vzxlrr6 m/II/a I ` `',: 1/ �► \ �; I (� /i— \ 2 REV PER TOWN CaAtNNTS x9/14/06 u- S RFV Paz TOWN CZMlV1W9 II/w/06 1 LANDSCAPE/GRAVEL DRAINAGE 4 REvtsw Fm TOM ca,1NENrG 65/2.9/07 �\ 1 (9) 10' 41 x 16' OP.RINGS 5 REVIRP PER TONN CaAt NTS 11/29/01 5k,\l/ \_ 6 REVISED PER TONN CaAMv NTS 12/19/01 /) \ a/ � r PROPOSED o -; MICHAEL K. D UNN ASPHALT I ♦ \ 7m o f� REGISTERED ARCHITECT \ / r E1 1981 UNION BOULEVARD BAY SHORE, NY 11706 I / L--•�----�• 6 0 SDR 60----------- / A 1------------T------ SDR 60 631) 665-9619 FAX 969-0115 ----- / A /'\ 1 / / L/G� (IU;U A/ Im PERMIT ACQUISITION AND EXPEDITERS 4 R * R p rIC 1981 UNION BLVD BAYSHORE NY 11706 R ,lte '*F2 0 r "+ wnrfir sr n' -rar r 1 r q- pir � '� } F' m'?^1t,r T fi`mr'U l� ��„�^r ryr sFY r�(v n+nFr rix i.<gf. s "� /,� � 0 ' ' . s u. i_ - �j..T r1 e7�'�4� 4 rvti , A/ _ r 'Lr -S _ 1 :v , .; 1:n2. 3 � u r^r 0 r (.631) 665-9619 FAX 969-0115 Z ` . �� - ��^,,`�� - J /�,\\ J f); 4+ �, ,,,` �\1 J�� J y CiJ (D C7/ EN\9RONMNETAL COMPLIANCE PETROLEUM SPECIALISTS ..; N,•39.'IG�00,n' — — I----''�?'.y;;,,�%\''� ` �`_ ��/ _I� �l `l �.\, ��/�\'>� (� — COMMERCIAL SITE PLANNING PERMIT EXPEDITING 7I\\� RIDGE0 KATER (D} Q H-20 LOAD RATED HEAVY DUTY TO BE VERIFIED PAVE-ENT COVERMANHOAND LPRAPE I SLOTTED CONIC RECYCLING AND tRANS ER S60 COMMERCE DRIVE O M M R C R ® ,4 DCUTCHOGUE, NY 11935 REUffORCED CON,COLLAR ' PROJECT DESCRIPTION: SHEET DESCRIPTION: I.I 0 0 0 0 0 r10141 �I NEW FACILITY DRAINAGE PLAN 00000 P R O P O E D D R 4 I N 14 C� E P 1. 14 N ti' I 0 0 0 0 0 - BACKFILL W1,H CLEAN SAND, d _ _ GRAVEL MATERIAL aaddlaIi441on rlo th�staV lanala u _I I $ D O D 0 0 I- i 00New York oq ¢n 09 9 of SCALE = 111 • 20 ' -II 0000 - _ tioL 0 0 0 aw. Cop ae of S 19 an not PERFORATED PRECAST GONC. _ bearing t e pT aal+i8rhla RIN65 ii rDA an ea nged aea a al not 0 0r h'C{y/T be a va I twe copy. I —I VpEVJ<.00 F0 TAX MAP# r _ k!,,,�� * 1000-95-2-5 -1 1—� �— III—III-III-1 I I •I I- r SCALE: IjG`,� �u AS NOTED REINFORCED COW FOOTING RING "Y� 1 .rTtr=0, DWG.#: o2se� �F ASSOCIATE 050201 DRYLUM" w/ MAINHOL.E MOTAILTC OP MEENyO DRAWN BY: CHKD B . 11AA GurS SCALE • NOT TO SCALE DATE: SHEET 08/25/07 �- DWG.#: `t 5OF7 ,••^ '•,• " •_;:S?fi. "u:,•""^:Z'Ena".P.C"n161 G.^^w,^.•u•nT.5Z11'I"L'^5• �,.., `.'I;"l'C"u'l'_.., ....'aY.'C.<,. ...:�a.�:',. .,,.`P"ITG ..-6A::`.. ".'-'L:'.iTS}¢R'n':1'^:" J.CtL:..i"RJ: , ::`;,6'RTT.Oin^::w,^:�:'P.Ti,6YT.3V:i�.^t:GlY:.e::IC v.. _..",fZ�n1�JlF ... -. ..."u^ffi.,,�Cuw:UF^,F'rr3ST"7 t �, . .. _ ,ice R".14), : ...Ir^^^'IR�'1.•M.^�. .31[1oN.n_...�. .R'". .8'L4J!R u.F 4 a.' afa•'S. u^Afl'LlFr~ it IIII I; ' I I ;I . .. u , II � ill II III ' " I i; I ' I ! I III I I • : III I I I ! b !III IIII I.L , III i I i ! '. i IIL � II 'll I ! it I li III I I I ! ! IIIIII IIIIII II �I II' !I',I � III I I II II I ! i !il l l II'I II I IIIII ! I, , ,II IIII I I ' I ! I ! �I IIII i '' ii I i I I I ' I I 11 III I I I I I I I ml Ili Ili III' IIII 111 II ! I, I III eRnDe w_� - - ' ` :� ' ' IIIII I IIIILIIII 11111.11 ! ! II I . III I III II i II I ! I i. . � 14St ELE V14t I ON NOT TO SCALE SCALE I " 10 ' ZONING Doi 'i I ! IIII I ! ! Ii I III I III IiI ''' !IIIII ' ' ii ' I I I' „' I', jl,q II'I I I I! I ' I I I I I I I I I ;III I ' I 11�NY61CAL LOCATION: '„ I ;. 'II '; ; n III 'i I; II I, JI Ilil Ili IiI II 00MMEROE DRIVE !:IlrCHOFiIIE,NY 11995 ISI I , . I„ IL II I , OWNER ADDRESS I , II' ' IIII , I; ; !1 :11111 .III IIII , , , , III PECONIO RIAM AVEN AND„ihN9EER 1800IT10KHhM hVENUE II III I : : I I IIIII I ' I I I I11ATfIT41K,NY 1195Q sTm ccRwlaArmII II II lI;: I ; • III I I Il! :' II II I III ! I I , ; PE O NWSDIj I; ATHONY A 11651) 2-18-66856685 : IIII I I I I I I III III I . ; ; ! III IIII I ' ! i t I I I I ,ZONE I'i' I ! I ! III I ' 111; 1 I I ! ' I 'I III I it ! II II I I ' 1111 ! , III 1111'111 II II I, I � IIIII �il I I I I I I ! I I I I II I ' I I ! I ! ! I II I ',, 1111.11 i ' I 'll III 'I' ! . ! ! IIIII ! III III IIII III ! III TAX MAP INFORMATION 6R/DE I. III . III I. IIII . IIIII IIII III :SaTK 1000-95 -2 - 5 N0P, orHE !_ rm At10N SCALE • I " • 10 ' REVISION DESCRIPTION DATE I REVISM LISNf1Wa1LN•D56APE/PHt!(IN6 07/11/06 2 REV Pt9i TONN CaAvi 09/H/O6 7 REV P92 TONN CavIM15TI, II/90/Oi A REVISED PER TOMB 0MIoffi•!f8 08/29/Oi 5 REVISED PER 'rOHN COMMi, 11/29/01 6 REVISED PER TOWN CaAtNTS 12/19/01 ; I I •I ' 1 �I I 1 'I ' I I: "I I ' I I I I"I' it 1 I " ! I I 1 I I I' II I II I I I I I I I I I I I I 11 I i 1 I II III I II I I , I III 1 i , , I I I i I I I I I I „ III III I II I I I I , I ' I I 1 I I 11 I I I i I . I I II I I I I II ! I I I IIII 1 II I'I I ! II IIII ! ' IIII I I I I LI III I ' I I ; I I I I „ I ! I ! I I I I I II I, I . I I I I I u I 1 I I I I II I I I I I I I I I II I II , I I I I I I I I I i I , I1 I I I i , I I I 1 I II II I I I I I „ II I i I II II I , II I I I I I 1 I I , IIII I I III 1 I 1 I I I i I I . I I I II I I I I II , . i ; I i I I I I I I I I I ! I I � I II I I I I I I I I I I I I . I 1 I I I I I I II I I III I ! I I II I , I I I , I III I I I I I I . I I I ! I , 1 I 1 ( I I i I I I I I i I I I MICHAEL K. D U NN I I I I I I I i I , I I I I III II i . 11 II I I I I II I ; I I I I 1 . I III , , II I I II I I II I I 1 I I I . I I „ I ! II II I I I I I 1 1 I I REGISTERED I IARCHITECT I I II I II I . I I I I I I I I I I II I 1 r I I I I I I I I I I. I II I I I I I I I I I II I I I I I I I I I I I I I I I I I 1 I 1981 UNION N BOULEVARD BAYS SHORE, NY 11706 I I I I I II I I II I I I I I , I , I 1 1 1 I II I I � I I I , 1 I 1 I - I , „ I I ! I I 631 6 1 I I I I II 65 9619 FAX 969—' 0115 I I ( I I II I I I I I I I I I I I I I II I I I I I I I I I I II II I I I 1 SRGDE LI I I I,II . II ; III IIIII " IIII I !Ilh I! I IIIJII ILMI I ' I ! IIII III (IIII III IIII IIII, III . I I I „ II ( I I .I . 1.. ,, , III I I I I I I , , Lu e s t a L. e SCALE • 1 " 10 ' PERMIT ACQUISITION AND EXPEDITERS 1981 UNION BLVD BAYSHORE, NY 11706 (631) 665-9619 FAX 969-0115 *EN'VIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING I . ' I'll i ! � ' il ' i '' 11 ' Ili i' IIIIII IIIIII I I i ' ! IIII ii 1111;11 11 !1;111 I ' i I ' ! ! P�GONIC R�CI'CLINCs AND TRANSFER " IIf I! III it ! IIIII 11 III III j ! IIIII III ! ! 860 COMMERCE DRIVE 'IiI ' n " II II GUTCNOGUE, NY 11935 PROJECT DESCRIPTION: SHEET DESCRIPTION: is III III III ' l IIIIII II III ! NEW FACILITY ELEVATIONS srt� caRRlx>AreD Iiii SIDINS IIII! l ! U outh.,Itud alteratio or I ' oadltion to thl. plan �s a volattlon of saw Ik Stlon te Educ of be9rn9o�I]e professi8nul oiot ! III II en nears n u sacl a c l not be a wlid true copy. r ! ! LII IiI III 1 now Ii Vires �� u� T�� SCALE: ArD ONOTED $ ASSOCIATE 0 50201 DRAWN BY: C:aOU7H 8LEV14L I ONOF N�N�� urz ' J _ DATE:E: SHEEE T SCALE 1 " 10 ' 0$/28/0, DWG. 6 OF -1 IM IM IF `7 r vit7" ql ,i ;i "I, i..r 1,F m N., -rlrA 4� A PRW 083-03-06.1 083-03-06,1 10-150 OREGON ROAD 10-150 OREGON ROAD E Y m A P McBRIDE, FRANK J. MCBRIVE, FRANK J. NOT TO VALE RFD BOX 151, OREGON ROAD RFD BOX 15cl, OREGON ROAD CUTr,HO6UE, NY 116155 CUTCHOGUE, NY 116135 ZONING DATA ]PHYSICAL leocowrION: :r,�DRIVE 96-01-00296-02-5UMCHOSM,Nr IIqSq 2075 COUNTRY ROAD 45 20510 COUNTY ROAD 45 McBRIDE, FRANK J. McCALL, RU55EL G. ROAD 154 255 SPRING STREET SW �0111wmpt ADDRESS CUTOREC70N ROAD ATLANTA, 6A 50503 FECONIC RECYCLING AND TRANSFER HO6UE, MY I M35 X 1500 KIC44HAM AVENUE MATTIT=K,NY IIq52 ttyy CONTACT ANTHOW VIVELLO PUPWINI r 6510 2-18-9866 095-02-0001.1 sro-01-001 KRUP5KI, JOHN P. 4 SUZANN M. 20545 MAIN ROAD -1155 DEPOT LANE ,SANE 14 COMPASS COURT PE($ONIC REG. TRANSFER TIDE GROUP, INC. LIO HUNTINOTON, NY 11-T45 80!fTNICKHAM FIVE SITE CIO H. RAYNOR MA ITUCK, NY 11 52 BOX 145cl MATTITUOK, NY W152 �?Ax MAID INFORMATION S-ITM. 1000 -q5 -2 - 9 COMMERZE, DRIVE g'-0'-Og 54 0 E 5 ID X -/0 H. P) CIO P.O.P.O. BOX M ITUC AI 96-02-01 96-01-04 96-01-00 IcI810 COUNTY ROAD 4 (9810 DEPOT LANE 20545 MAIN ROAD SUFFOLK COUNTY 600DV41N, JAMES D. TIDE c5F;'#UP, ING. 530 CENTER DRIVE 6510 DEPOT LANE 1 0/0 H .YNOR RIVERHEAD, NY IIq0,j REVISION DESCRIPTION DATE P.O. BOX 1451 P.O. H. CUTCHOOUE, NY 11435 MATT17UCK, NY 11-152 1 RIBIISW LI6HTIN9/L*VSCA-M/PATKIN9 07111119.6 T REV PM TONN CaRYIENTS 09MI6* DEPSuf�r- 13 Rtv PER TONN 66myms II/V/00 4 RUIOEV PER TONN CahvIENIS O8/19/6`7 9215-4-11 6 REVISED PER TONN COMM12INTS IlIZ51617 6005 DEBT-CANE 5755 PEPOr LANE 6 RFVrA!P PER TOWN CaM21176 m/p/07 — — — — — — — — KRUPBM, JOHN P. * SUZANN M. C41.VZINSrI, CMVIffM 14 COMPA55 COURT 5755 PEPor LAINE 095-04-10 HUNTINOTON, NY 11-743 curCHOOLIE, NY IIT-6 '7155 DEPOT LANE KRUP5KI, ANN MARIE SKYLINE DRIVE P.O. BOX 40cID 135-02-3 6-04FT 5, 6M LIVIN65TON MANOR, NY 12158 1200 DEPOT LANE CvOODNIN, JAMES D. 4 MARYLIN 1200 DEPOT LANE r,UT6HO6UE, NY IIcI55 MICHAEL K. D UNN REGISTERED ARCHITECT . UNION BOULEVARD BAY SHORE, NY 11706 L1981(631) 665-9619 FAX 969-0115 SCALE 1 " 200 , r(Zj1,R.AT7.ARff 021 PERMIT ACQUISITION AND EXPEDITERS 1981 UNION BLVD BAYSHORE, NY 11706 (631) 665-9619 FAX 969-0115 *ENARONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS ll *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING 81.ON HOT TAR SEALANT FINISHED &R,6012 CONIC RECYCLING AND TRANSFER PAVEMENT SURFACE r 560 COMMERCE DRIVE PAVEMENT 7 1 1/2" GOLD LETTERS CLITCHOGUE, NY II-B35 VARIABLE 151, JECT DESCRIPTION: SHEET DESCRIPTION: TOP OF CU MAX MAX ' NEW FACILITY DETAILS/RADIUS MAPj 2" 1 1/2" 16,I CURB GREEN BACKROUND Unauthorized alteration or addl [on to this plan Is a 2 04 CONTINI violation of section ?909 of EXPANSION the Now York State E Education 4000 F51 LANG. AT JOINT (TYP) Low. Copies of this plan n67 ........no hearing 'I.'kgd n9l.e.r. ..I h.11 not NOTES 28 DAYS EXTERNALLY ILLUMINATED ,Z:�,� D ARC be a valid true copy. ION ISELoA vestismo es,*om me To oveR EXCAVATION OR mr SECTION TAX MAP# I. ANY EXCAVATION 0,60 COMMERISS ROAD 0 SOIL CONDITIONS SHALL ME BACKFILLED WITH 5/4- CLEAN CRISPED STONE 0 1000-sro-1-5 ALL SUBaRAMES SHALL BE APPROVED BY THE TOMSHIP ENGINEER PRIOR TO SCALE: POURING. AS NOTED Mg. 2. EXPANSION JOINTS SHALL EM PROVIDED AT EQUAL DISTANCES OF NOT MORE DWG.jk. THAN 20' AT ALL. STORM 05111MR INLETS. JOINTS SHALL BE FILLED�y"TH DEPRESSED CURB AT DRIVM111,44yo DrETAIL. ASSOCIATE 050201 THICK THE:JOINT SHALL BE 40 0711 DRAWN BY., C KD BY: PERFORMED EXPANSION JOINT FILLER, 1/2 R=15551517 1/4" FROM THE TOP AND FRONT OF THE CONCRETE CM. SCALE . NOT TO SCALE rm or A 1 L. ``SOF NEIN HAA Gur-2 CONCRETE CURB DrETAIL. SCALE NOT TO SCALE DATE: SHEET OS/28/0 SCALE NOT TO SCALE DWG.#;-I or- -1 171�1 � 7 � 1 . LM,15� PECONIC RECYCLING AND TRANSFER 360 C DRIVE) C U T C H 0 G U E , N Y 1 1 9 3 5 m 04 PNOT TO SCALE ZONING DATA 1 0 0 0 9 52 - 5 SCTI�I PHYSICAL LOCATION: comt-alzar DRIVE CUTCH090,NY 11995 SITE PLAN PACKAGE ;'�, �W OU-15M PE.WNIr R&,YCLIN& AND TTW6MX 600 VAICXHAM AVENUEMATTI=r,NY 11992 CONTACT PERSON DF- 4 n"P7 (AN65TH1) —"ONY5-5855 VIVE1.1.0 ZON 1-10 TAX MAP INPORMANION 91,TM, 1000 -q5-2 - 5 GENERAL. NOTES: I. GENERAL CONTRACTOR SHALL SECURE ALL SUBCON'TRACTOR'S PERMITS FROM ALL APPLICABLE ADEN TES HAVING JURISDICTION AM UPON COMPLETION Or ALL MRK. coNTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS FROM GOVERNMENT AND LOCAL AGENCIES INVOLVED PRIOR TO FINAL PAYMENT. REVISION DESCRIPTION DATE 2. GENERAL CONTRACTOR SHALL RETAIN ONLY LICENSED CONTRACTORS FOR PLUMBING, ELECTRICAL AND ANY OTHER TRADE THAT REQUIRES LICENVN6. I REVISW IJ61-tTN9/L*V5CAM/PARKINry 07/11/00 5. GENERAL CONTRACTOR AND/OR HIS SUBCONTRACTORS HAVING JURISDICTION SHALL CALL FOR ALL INSPECTIONS I FEV PER TOWN CZMMENTS 09/14/06 OF HIS/HERWORK AND OBTAIN MITTEN S!SWOFFS AS REQUIRED. 13 FFV PER rOVVN Ca&dWrS 10191996 4. ANY CHAN61E5 To APPROVED PLANS MADE BY THE CONTRACTOR SHALL BE 1,115/HER RESPONSIBILITY AND ANY WORK A RWFfP PER TOWN COMNIMirs M1201,97 ARISING PROM SAID CHANGES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL REIMBURSE THE ARCHITECT OF RECORD FOR SAME. 6 REVIRP PER TOM COMW9116 11119107 5. FIELD CONPITIONS, CONTRACTOR SHALL VERIFY ALL CONDITIONS AS WELL AS ALL PlIMENSIONS AND CONDITIONS INDICATED ON THE APPROVED PLANS. 6. PRIOR To BEGINNING WORK. ANY VARIATIONS FROM CONDITIONS INDICATED ON THE PLANS SHALL BE BROU6HT TO THE ATTENTION or THE ARCHITECT AND OyqNER5 REPRESENTATIVE PRIOR TO WORK COMMENCEMENT. COORDINATION OF YORK: THE CHARACTER AND SCOPE Or WORK ARE ILLUSTRATED BY THE WORKING DRAWINGS. CONTRACTOR SHALL CAREFULLY EXAMINE ALL PLANS AND SHALL BE RESPONSIBLE FOR ITHE INSTALLATION OF HISAER WORK AND PROPER COORDINATION WITH ALL SUB-CONTROCTORS- STAMM or- NOW YORK OMPARTMINor or- ACORICUI.TURN AND MARKETS T. INSURANCE, PRIOR To MRK COMMENCEMENT,CONTRACTOR SHALL DELIVER,TO OWNER,(CERTIFICATES Or INSURANCE I. NO 501L SHALL BE REMOVED FROM PROJEGT SITE. FOR BOTH COMPREHENSIVE GENERAL LIABILITY AND AORKMANS COMPENSATION SPECIFYING LIMITS AS REQUIRED By THE LOCAL GOVERNING MUNICIPALITIES. 2. A GRAVEL GOVERED AREA SHALL BE SET A51DE AT EDGE OF 51TE To POWDER NA5H MICHAEL K. D UNN a. LiFN wA1VFR5 AND SWORN AFIclpAVIM. CONTRACTOR SHALL FURNISH To THE OWNER, WITHIN 50 DAYS AFTER MAGHNERY BEFORE EXITING SITE. REGISTERED ARCHITECT COMPLETION OFNORK, FINAL WAIVERS Of LIEN FOR ALL NOW PERFORMED AND FROM ALL SUBCONTRACTORS AND AND MAJOR SUPPLIERS. 5. VEHIGLE5 AND CON5TRUGTION EQUIPMENT ARE LIABLE TO BE QUARANTINED IF THE SOIL . 1981 UNION BOULEVARD BAY SHORE, NY 11706 ' q. /allAi ITY STANDARDS, ALL PROP05M VOW SHALL BE PERFORMED IN A FIRST CLASS, WORKMANLIKE MANNER AND 15 NOT GOMPLETELY REMOVED. — (631) 665-9619 FAX 969-0115 SNALL BE IN GOOD AND USEABLE CONDITION AT THE PATE Or COMPLETION THEREOF. CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED To BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR ONE (1) YEAR FROM DATE or COMPLETION or ALL PUNCH LIST ITEMS AND ACCEPTANCE HAS MEN CONFIRMED, IN WRITING, FROM THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR WITHOUT ANY ADDITIONAL 0HARSE5, FOR ANY AND ALL YORK 170ME WHICH MAY BECOME DEFECTIVE WITHIN THE SAID fm IMP am? /A\ Rff /A\ 0(0�- g /Aa UTM ONE (1) YEAR PERIOD. THE CORRECTION or SUCH DEFECTS SHALL INCLUDE, WITHOUT ADDITIONAL CHARGE, ALL '1WM Lliadn 60 A LWA EXPENSES AND DAMAOES IN CONNECTION Or SAID REMOVAL, REPLACEMENT OR REPAIR WITH ANY PART OF THE YORK WORK 104-11014 MAY BE DAMAGED OR DISTURBED. ALL WARRANTIES AND/OR 6UARANTEM APPLICABLE To THE MATERIALS PERMIT ACQUISITION AND EXPEDITERS OR THE WORKMANSHIP ON OR WITHIN RESPECT TO THE OWNER'S WORK SHALL BE CONTAINED IN THE CONTRACT OR 1981 UNION BLVD BAYSHORE, NY 11706 SUBCONTRACT WHICH SHALL BE 50 ARITTEN THAT SUCH GUARANTEEAND/ORWARRANTEE SHALL INSURE TO THE BENEFIT OF THE OWNER. (631) 665-9619 FAX 969-0115 lo. THE INSTALLATION OF ALL SITE AND HIGHWAY IMPROVEMENTS INCLUDING EXCAVATION, BACKFILL AND COMP ACTION *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS OF THE TRENCHES FOR SANITARY SEIAM;15 AND UTILITIES SHALL BE SUPERVISED BY THE APPLICANTS PROFESSIONAL *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING ENGINEER (LICENSED BY THE STATE OF NEA YORK, OR A LICENSED LAND SURVEYOR INIT14 A -1208N CERTIFICATE) PM SHALL SUBMIT A SIGNED AND SEALED LETTER TO THE TOM OF RIVERHEAD STATINS THAT THE IMPROVEMENTS HAVE BEEN MADE IN ACCORDANCE WITH THE SITE PLAN AND INSTALLED TO THE APPLICABLE NEW YORK STATE, SUFFOLK COUNTY OR TOWN OF RIVERHEAD SPECIFICATIONS. THE CERTIFICATION SHALL ALSO APPLY TO THE PROPOSED ROAD oPENINS9 ON EXISTING STREETS. SAID MRK ON EXISTING STREETS SHALL INCLUDE TRAFFIC MAINTENANCE AND M PLACEMENT or TEMPORARY AND FINAL PAVEMENT. FECONIC RECYCLING AND TRANSFER 860 COMMERCE DRIVE 11. ALL EXISTINO LEACHINS 12001-5/17RYVELL5,THAT ARE TO BE MAINTAINED,SHALL BE CLEANED AND INSPECTED. CUTCHOGUE, NY IM35 12. DEBRIS SHALL NOT EM BURIED ON M SUBJECT SITE. ALL UNSUITABLE MATERIAL AND MOP-19 SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL TOWN, COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE CODES. PROJECT DESCRIPTION SHEET DESCRIPTION: 19, ANY BROKEN OR HAZARDOUS SIDEWALK OR DRIVEWAY APRONS OR CURB ADJACENT TO THE SUBJECT SITE SHALL BE NEW FACILITY COVER SWEET REPLACED IN ACCORDANCE WITH CURRENT STANDARDS. 14. NO SPEED SUMPS ARE PERMITTED ON SITE. U a '.'?.Ihalteration RM EN N&S A(9 NO SH violation of section 7209 of 15. ALL DRYMLLS AND OATCHBASINS SHALL BE PRECAST,Y41TH P AST OF 1 FOR' DRAIN E PIPE 5) A ALL q2d1utT`a. q or CONFORM TO SUFFOLK COUNTY STANDARDS. 6-v the New York Me Uucatlon Low. �.s of is pan not beginCgopt I&. ALL PARKINS AND PAVED AREAS SHALL Be REGULATED WITH POURED CONCRETE CUR5INS, IN AREAS AI-Eft CARS an rl.e.5.110.9.011 not bagnsars nkb ARE pAWw pERFWIcULAR To PROPERTY LINES 4 BUILDIN&S. THE CURB SHALL BE PLACED A MIN OF S' OFF THE C a valid tme copy. PROPERTY LINE AND/OR BUILDING. CURB SHALL BE PLACED IN ALL PAVED AREAS TO PROTECT PEDESTRIAN TRAFFIC. D CYT TAX MAP// 1000-S5-2-5 IT. ALL SITE PLANS MUST COMPLY WITH ALL PROVISIONS Or THE CODE or THE TOWN OF OYSTER BAY, WILDING ZONE SCALE: ORDINANCE OF THE TOWN or OYSTER BAY. A$ NOTED 10. ALL SIDEWALKS AND STREET OUR85, ETC. ARE EXISTING EXCEPT WERE OTHERWISE NOTED. DWG.//: NO. ASSOCIATE 050201 Ill. COUNTY PERMIT 19 REQUIRED TO CONSTRUCT CURBS/SIDEWALK. NO. ",1, DRAWN BY: C KD BY: OF HAA Gu r-S 20. REPLACE ALL. NON-APPROVED CURB OUTS WITH STANDARD COUNTY GORES, TYPE "0";REPAIR ALL DEPRESSED,CRACKED I OR MISSING SIDEWALK AND CURBS- DATE: SHEET c s IF Cvzt--\ C STORAGE FOR APPROXIMATELY 30 DUMPSTERS PROPOSED 0 MOM "IN (SPECIAL NOTE, AREA MOST LIKELY TO BE EMPTY. LM FENCE W/ OPAQUE 40 MAX DumpsTER 5i4om Paz APPROVAL or OUT, DOOR STORAGE) VINYL PRIVACY SLATS M) PROPOSED 352.09W AGE LINK ep 40*4110" 13 IffIENCIF BOARD or APPEALS SITE e, Nd W'i- 4 OPAQUE I PRIVACY 7' Owl PROPOSED USE OF STRUCTURES, TRANSFER/RECY4,LIN6 FACILITY E 'LOYEE I TRUC LOT 120,000 90. PT PAW INS A O\ qNTAI PROPOSED QA &9QA&E StqR,'/,E AR+ 1 (11 PROPOSED BUILDING, 54,200,0 50. FT - 255% J L J p" i t a; PROPOSED 6' PROPOSED ORAVEL.AREA. qeUqlqA'O W.F7 - 448% FUTURE GARB CAT P.C. CURB PROPOSED ArPHkLT/SIDEAALK, 1=451 90. PT - 4A% FOR FUTURE Ar CESS A N I PROPOSED LANDSCAPIN6, 21P'MM 134. FT - 11.6% To AD"NIN& LOT K 13d-e— I3;=;1\ % rN ItT1=1 IT== PROPOSED a,PL. C1R6 0 01 -- -------I r----------- 0 FRONT YARD (1), 0" 1651-01, HAqm&7 H H FRONT YARP (1) FRONT YARD (2). 100'-0' 64�4" HPAVEM51r, H WOOD I I ISIVE, so. - O� 90�O� H HM&M H (10 - IS) H ROCK, REAR, 0" 45�0' & DK_x "'I PITCH BUILDING HEIGHT FLOOR FUTURE TRUCK I STORY, WASH PAD KI RFCYa-APLM5P PMRIS TIPPINGSEPARATOR BUILDING DIMENSIONS AREA 2 AND wR-rlNry AREA C. & p prjpRls SYSTEM 2000 x 160.0. LNLOADINO AREA (A6--a' X Oa-,O') rm Y (Aa--a' X 46�--aj OW-61 BEET PARKING DE516N NOT TO SCALE I SPACE PER 100 SQUARENVE7 Or OFFICE J IJ40 50.FT/100 - 12 SPACES ES 15PACIE PER 1000 SWARE FEET OF VORE-HOUS"'FORASe OVED) Iii VZ T--------------- 15325 Sa FT 90.Pr/1000- 16 SPACES MO ZONES REM TOTAL OF 28 SPACES REWIRED 126 PROVIDED ZONING DATA IU AREA OF LANDSCAPED ISLANDS. WITHIN PARKINS, LOT PERIMETER L---------'J NONE G & p W:15RIS FZ61PLLAL 1 6T VVAE�M 6TORAGe AREA L- L PHYSICAL LOCATION: (49V-0- X 551-6e) COMMERCE DRIVE OVICHOSUE,NY 11-105 SULK SCHEDULE OF ZONE WNER ADDRESS j BUILDING MINIMUM fermigm PROPOSED SOPISCONIC,RECYCLINS ENUE AND TRANSFER LOT 51ZE (So.FTJ 120,000 W.Pr. 120,000 W. O VVC404AM AV USE eIROUP 'V' MSW AND 6 & 9 MATTFFUCK,MY 111152 ARFA" W-0" V--O" LOT WIDTH (PTJ 200.00' 5".00- PEP916 LOADING AREA X1000 eq rrLOT CONTACT PIERSON PROP. rFF- 610 (5w--O' X PITCH FLOOR ANTHONY DIVELLO FRONT YARD "J IOOYVARIABLE FRONT YAW (1) 165,00' (650 296-8988 FRONT YARD (Z 64415' SIDE YARD (FTJ BOD01 50.00, (-;ULLIY IMPERVIOUS 'I ZONE Mew RESIDUAL I FLOOR SURPAY6 I REAR.YARD(FTI 45.00' LIO WASTE6rORA(SC AREA I I (AV-0" X I L MAX, ALLO fBQn= I UNALIT"HORIZIE-P AND HAZARDOUS LOT COVERAOIE(PERCENT) 20% 265% TAX MAP INFORMATION 4 WASTE n AREA ',jgof WTMi 1000 CIS 2 5 5 X 1 -.0 BUILDING MIGHT PT) 95.0- 55.01 r-----------I r--------L NUMBER OF STORIES 2 1 I II --------------J PROPOSED GRAVEL SunrAor= &' GONG SURROUND II PITCH r— ILOOK RAMP UP REVISION DESCRIPTION DATE 12 7 1 REVISED LI6tITlNEr/L*PSCAPM/PARKlN& 07/11/005 RErY6LAPL-E6 MSW TIPPING X41? MSW PEJ51RIS GRADS 6r0RAEIE AREA # I SORTINE, AREA 1.114-OAVINr I W FER TOWN Ca4MENT1. 09/1*/016 X X 4a--a) AREA (4&--0- X oa-Or) MAIN PULPINO., %,POO 661 Fr 0 REV PER T" 64MIYEW-5 'J, OFFICE mm SQ rr 4 REVISED PER TOWN COMMENTS H 5111111 11 1 Ir]r 5- SUBSURFACE GONG FORM r REVISED PER TOWN Ca4mirs 11/23/07 MVICAP PARKINS & SIGN HcARPwARPH METALS IN AC609PANCI! WITH NYSI56 SECTION THROUGH Hj=- RAM SPE YARD H x 125) H(I'g x 15) - 14 14 1- SCALE. 1/2 '-1'-0" -4 ADA NOTES; RAMP UP PROP. 1 LAV. or-r-i cE 1. ON-STREET PARKINS Or VEHICLES,CONTAINERS,OR ANY OTHER 4 'TEP WITH THE Cm OFF ICE AREA' MWIPMENT OR MATERIALS IN ANY MAY WNNIS�, IS FACILITY SHALL BE PROHIBITED. 2.THE STORAGE Or SAID CONTAINERS SHALL BE RESTRICTED TO PROP. Fpp- 5125 E1-= LOCATIONS SPECIFICALLY IDENTIFIED ON THE SITE PLAN. THIS ECUIPMENT SHALL BE LOCATED AND 91-REENED IN SUCH A MANNER 769 50 AS NOT TO BE VISIBLE FROM THE STREET OR FROM ADJOINING MICHAEL K. D UNN FUTURE CURB aff (y PROPERTIES. FOR FUTURE ACCESS 7V-iV TO AvioiNiNe LOT PROPOSED S.OUTDOOR USE Or THE PROPERTY SMALL BE RESTRICTED TO THE REGISTERED ARCHITECT ASPHALT PARKIN$ AND MANEUVERINS OF VEHICLES,Me WASHING Or SURFACE VEHICLES,SCALES NECESSARY FOR THE OPERATION OF THE 1981 UNION BOULEVARD BAY SHORE, NY 11706 PROPOSED 49 13 TRANSFER STATION,AND 'ME STORAGE Or EMPTY CONTAINERS. (631) 665-9619 FAX 969-0115 HW 6MN 4.ALL SORTING,BAILING,PROCESSING,CRUSHING AND SIMILAR LIW, FENCE a) INTENSIVE ACTIVITY ASSOCIATED WITH THE FACILITY,INCLUDING THE wl OPAgE VINYL PRIVACY "yS STORA61!OF ALL CONTAINERS CONTAININS RECYCLABLE AND WASTE ,I MATERIAL,SHALL Be CONTAINED INrIDE A COMPLETELY ENCLOSED RATS (rYP.), zS�- BUILDINS WITH AN IMPERVIOUS FLOOR SURFACE. If GEED 6„ T >Z a" ;p S.MATERIAL TRANSPORTED TO AND FROM THE SITE SHOULD BE i" COVERED AITH PLASTIC,OR OTHER APPROPRIATE MATERIAL. OEM g ramiaTuRg 6A(wo PA 11, d) L 0'j�16 6.UNLOADING,TIPPING,AND SORTING WILL BE CONDUCTED IN THE PERMIT ACQUISITION AND EXPEDITERS 0 BUILDING LIMITING ODORS TO SURROUNDING ISES. n -1.ACTIVITIES AILL BE CONDUCTED INDOORS AND GONTAINERIZED 1981 UNION BLVD BAYSHORE, NY 11706 SORTED MATERIAL AND WASTE AI BE ON SITE ON A TEMPORARY D �11'7777�771��I i t 1% 0 BASIS BEFORE BEINS SHIPPED TO DISPOSAL OR MARKET. 110 �1--�i,41�Oil�k��":iTl"gll-r-�-f",��lf!��" . 1 (631) 665-9619 FAX 969-0115 ID f'< 'T 7101,717 �-' Y T" T "A B.TRUCKS BEING UNLOADED AND THOSE WAITING TO BE PRocamsEv, *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS q J THE IMPACTS OF EXHAUST ODORS AND NOISE. 0 (D PROPOSED 51M WILL BE E>Q-WTM TO TURN THEIR ENSINES OFF: THEREBY RMUCINS *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING C) 0 IL G) 0 q. THIS FACILITY V41LL OPERATE DURING NORMAL WORK INS HOURS 10441014 HILL. REDUCE NOISE AND ODOM IMPACTS TO SURROUNOINS pRopoqW CONepM 326.84' RESIDENCES WHEN INDIVIDUALS ARE AT HOME. CLRI5 Cur o PROPOSED FIRE HYDRANT 10.AN INTERIOR MISTING SYSTEM ID PROP05WTHAT WILL HELP TO PECONIC RECYCLING AND TRANSFER PER CUTCHOCkIE FIRE DISTRICT CONTROL OVORS. 860 COMMERCE DRIVE 11.SOLID KASTE CONTAINERS SHALL BE INSPECTED BEFORE BEING SM YARD SMA(K TIPPED, CUTCHOGUE, NY 1I935 EXISTING COBBLESTONE 12.THE TIPPING FLOOR SKILL BE 'PULLY IMPERVIOUS CURBING, 15.NO LICUID MATERIALS SHOULD BE STOREP OUTDOORS,SHOULD PROJECT DESCRIPTION: SHEET DESCRIPTION: FULLY lt.$oi FLOOR SURFACE, SEALED CONCRETE FLOOR NEW FACILITY SITE PLAN W No CRACKS OR FLOOR DRAINS, FLOOR PITCHED AWAY FROM ANY BE ENCOUNTEIREMP,THEY SHOULD BE SEPARATED,RETAINED INDOORS,AND BE REMOVED BY A LICENSED SCAVENSER AFTER —pOORS=TONAW-Il-17ERI0R--FLOOR TO ME-REP61f TESTING AND IDENTIFICATION. MAINTAINED AS NECE95ARY 14,THE FACILITY SHOULD INSTITUTE AN ON-CALL CONTRACT WITH A Unauthorized alteration or So SPILL RESPONSE EQUIPMENT, SUCH AS SPEEDY DRY, LICENSED WAVENSM ad?IV[on to this plar�ls a AEEOREANT-FAD5,-ANP-0n4FR. -OL MATERIALS TO BE I , -GqNTIR e I f ot! n 209 of READILY AVAILABLE. ALSO, SITE PER55RREUTD-BEIRAINED-IN MIC." Ult a Education SPILL RESPONSE,AND THE NY5D5C, SPILL HOTLINE NUMBER le plan at Law. Ca SHOULD BE POSTED AND PART or THE TRAINING engineert n�bd.r.. not P'RCHII�" copy. TAX MAP# 1000-9E7-2-5 SCALE: AS NOTED SCALE DW&IIIt ASSOCIATE 050201 NO DRAWN BY:ST CHKD BY: rE, or N 14,0,0 Gar= DATE: SHEET 08/29/01 UWG.r. 2 OF -1 •�^::r,nmroxo-+er:e, _.-r.t .;•z� ',wry- rnv±rC.+mn_ rvi,Q[e.� ��-vr-e.l:=-F'mitrm+m^n!'^�nnma9Rl�'T'^.,^�P- t'Qlraml�w'v .'!TPl+'. "]R' �L'R^R1, -.V'^R'". :."T_ ,. TIT!] ".Vf '�T^ _. .- '4FM1'^F"' . .u:T:."n4fL!f.._ ,.:_', . ., - ........'u*' �,'�e ]PIPE.^,, ' II "1:;. „T•12,�..i"RI'^'. 1"N^T,"`t'.R lf°I'. , rQ*tICA'F,tl"RS^31.. .T'..lrR:" •,ni.�� .21T4'r.'Rn<�.Pi'�r,.mi^„�g�t^'_ .'"1�6"P'.4Tr.,� •T,":6:-r-I^'^".^m^S32i'1'. - � '„-11: . - ._1 -' I0, ji LANDSCAPING SCHEDULE n PROPOSED LAND SOAIsINS '} 3m 3B2 09' S 4m .4T 6 sYM MY COMMON BOTANICAL NAME — — FEIEfNI SPACING ' — — — BT 6 BAH TRI£ FASU5 GRANDIFOLIA T'TO 9' AS SWIM ry 0 OT 4 OAK TREE OVEROUS'ROBUR T'TO 9' AS SNOW! W BW 4 SAM WOOD TILIA AMERICANA T'TO 9' AS SN” m MR 4 MAPLE TIES AGER DI5TIOMIM T TO 9' AS SNOW! �1 LT B LINDEN TREE TILIA T TO 9' AS SNOM ¢¢ AB 1.16 EMERALD ARBORVITAE THUJA OCCIDENTALIS EMERALD' 4'TO 6' 41-0' F AZ 40 RED L9i5FEY AZALEA AZALEA HRED 24'TO 90' FA A5 RFA FLOYIERIN6 ANNUALS WA 6'TO 8' 6' ALL PL.4NTING5 SHALL BE SURROUND®BY MULCH O00 O� LANDSCAPING KEY bO OAK TREE Q BASS WOOD I I I K E Y M A P NOT TO SCALE MAPLE TREE LINDEN TREE 0o I o 00 ZONING MATT BEECH TREE ARBORVITAE I PHYSICAL, LOCATION: COMMERCE DRIVE GUTCHO6IR,FTM' 11995 PROPOSED BUILDING PISCORED AZALEA NE AADDRES USE BROLF 'T” 600 WKCKHAM AVENUE MLDNO AREA: MIATTITUCr,RY IIRr2 62p00 SQ FF PROP. FFE 515 I Q LANDSCAPE NOTES CONTACT PERSON PFAt ANTHONY DIVEI.LO I. THE GONRtAOTOR SHALL LOCATE NO VERIFY THE EXISTENCE OF ALL VMITES PRIORTO STARTING YORK. (650 298-8886 2. All PLANE MATE I"SHALL COIFCMM TO TE 61110ELM ESTABLISHED BY THE CIRPBR MEOCAN STANDARD FOR NR SERY STOCK,PUBLISHED BY THE AMERICAN A550CLATON OF Nl 8301EN O B. NO PLAMS SHALL BE INSTALLED BEFORE ROUSE OWNS HAS 82N FINSREP AND APPROVED BY THE ZONE LANDSCAPE ARCHITECT OR EQUAL LIO 4. ALL PLANTS SIVLL BE SPRAYED WTI A AMPESIGANI MRIIN 24 HAM AFTER RANRN6,AND MAIN AT AT THE N&INININ6 OF THEIR PIR9T WNIBt !1/ B. ANTS ALL PLANTS 9NN.L SE INSTALED M PER THE DETAILS AND CONTRALT SPECIFICATION% TAX MAP INPORMATIONI IL 6. ALL PLSNALL Be WATER®MROMIiY TRICE VURNS THE FIRST 24 NOW PERIOD APIEt PLANRN6. SCTM, 1000 - 95- 2 -5 ALL RAM SHALL TEN BE WATEREP YMEO.Y OR MOTE OFIE{IF NECESSARY DLRINS THE FIRST 6KOWNS SEASM T. ALL MMM,16=5 SHALL BE M .C+ED PITH M OF SHREDDED BANK MACH OVER A SYNTHETIC NEW SARA FABRC. H H 6. TIE COMRACT2R SIULL WROUSH A ONE YEAR PLl9RAMY ON ALL FLAW MATERALS, 9. ALL PLANT MATERIALS SIOU BE INSTALLED ISMS STANDARD ACCEPTABLE LANDSCAPE PR14TICES. 10.LANDSCAPING SHALL BE PL HIED AND RNWAIN✓ED M COMPLIANCE NTN THE TOFU OF 9CIIRGLD W RIBSIILATONS 4 SPECIFICATIONS 11. NOR"NG5 AT THE DRINMYS SHALL VIOLATE ANY LINES OF SISW. REVISION DESCRIPTION DATE 12 MLRE AL.BROKER OR DAMAGED BRANCHES I REVISE° LISHTIN6/IJNDSCAPE/PNRICIN6 OI/II/Ob 19. &FOND LNE TO SSE TE SAFE M ERSnV AT NrwalW. 2 REV PER TONN CLMMENITS 0`9/14/06 14 FIINTNG HOLES SHALD EE AT LEW TKCE THE DIAMEIEN OF THE ROOT BALL 8 REV PER TOM CONA,tw-. II/599/00 I5. ROOT BALL OF PI.AMS%VUUD BE PLACED ON LNDISTREED SAWN.THE GROM OF THE ROOT BALL.ALD l� FLAKE OF TE RANT TRW OR STM SH00.D BE AT 6ROI.TD LEVEL 4 REVISED PER TOWN COMM396 MA-3107 O 16. CURAP INON 9IODMADIAHI.E LL SHAOLD BE RBl COMM EMYY PROM TT INS TOP ONE THIRD M TM INE 00 BBALL1�� 5 REVISED PFR TOM OGN AWrS 11/29/07 IT. BOOTILL MOW CIMIST OF A MMMMM OF BOA OF THE ORIGINAL SOIL EXCAVATED FROM THE PLANNING n HCI. MM ERT TE CIMMONS OF THE EXCAVATED MATERIAL WARRED REPLAaM1Nr OF 516NIFICANI' I!- B• 16, PGT NDSB 15 NOS FECOM,BDED FOR IEE M MRAN OR M A SOIL AMENDMENT IN BAC TIU- R. FROM INCHES OF KUM SNOILP NK OF TREES. It SPREAD&4M THE MTN S IDLE TE MAM SX0.1D BE 14EFT AWAY SK=WT BE STMED NBCOSGAW IF ARE O20 W�SI I BE LEFT LLWSE 90 THAT H SAC TO TREES 11E TO BE STAKES AND WIRD,5HOILD BE REMOM FROM THE TRESS WIHIN ONE YEAR U21. TREE MAPPING 5 NDT RECOMMENDED LNJESS SPECIFICALLY IMIRED. % 22.ONLY DID BRANDIES SHCUD 90 PARED AT THE TIME OF RMIII I 29.ALL LALOSOAPIN 10 9IDNN ON S A III'" """'"AL`�M MNLI®M""&RIS OF `D DNIDN MICHAEL K. D UNN AW PAM Q ALI SOT HE SEED STALL SHALL EE RNPLAAD WITH UCHI NY NST KITS S CP GOhR'ARABLE CBE, TYPE AND tlIALM AT HE B651NlING OF HE REM'IM'PDIhTLY FOLLOWING 6FOPIN65EA50K REGISTERED ARCHITECT 1.981 UNION BOULEVARD BAY SHORE, NY 11706 (631) 665-9619 FAX 969-0115 I I m � r MLrn ! •t r 6YCHt RN m TWO N rM s �NDINwro �a SIM ACQUISITION AND EXPEDITERS m O "waw TM aBzoL 1981 UNION BLVD. BAYSHORE, NY 11706 As "L (631) 665-9619 FAX 969-0115 z O O pw MM �� O '� VATee�u>�jxlVol vaqu MM T&WL�a *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS Q ® (D O // *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING N I m - - - - - - — _ _ p 0 p o �R SHRUB PLANTING DrTAIL �Oy`� NOT 10 6:,ALe OD — — 326bd' PECONIG RECYCLING AND TRAN5FER 560 COMMERCE DRIVE C O M E C CUTCI IOCsUE, NY 11935 OyA, ARD DI PROJECT DESCRIPTION: SHEET DESCRIPTION: NEW FACILITY LANDSCAPE PLAN him GrxuN9 n6�. p d R Ifs ��— R2N%L MLy bA TYNE aOEaI Tp r�o thleta latlols c RN 1WK1® violation of sacllon 87209 of Rha Naw York St to Education Law. Ca as of this p at not earIng a profaeelo a g MAT anglno re n�Ced ecc aR1a11 not Ra fffi 7 e'MRLN be a 11 me rue copy. I ym M7BR IF MM RV ��ARCIYjTFC TAX MAP# PROPO �JED L. N� NDSCI4PE PLN4N �R � "��w sca000-95-2-5 TI@AP,E RRM MPGA ' rai LIME r f 1 AS NOTED 8 c A L E 1 " 20f�w1/�LFv �I91SM # `� �r ASDWG.SOCIATE 050201 WmN res TVv� I y4 DRAWN BY: C BY: NH.m ST '� 1-IAA CsWCs ATE OF NG EVERGREEN PLANTING DETAIL ( � DATE: SHEET 05/2S/01 C'% INOT TCS aCAd_E DWG.#.. ��+ 30F "i ., . - .. .., .� .,..�"✓.-_�,, "- ...�,,,�.-.. ,.r�-._ �- -,r^�m,.�,. _-e- .,,..:-r�^a-arr_. . .... -'ate' ,�^+aa�n. ^�..,..^e".^;^-. - r,�nv�rm'- :�rs^�r" �:. _. - _. s.-m,r. . - .m:...,-,- - „ .r,'r, -. - �sc ..- ,-,m�._-z^�+T*, ._ __. . .rn,,,,-'--,-.....�rr�,:-•r?�ne^-"rn^:,, ..-rm�es^sv!mm�r-n.-„-R� -saa�.n+�-•^ �� .,,'-.,-mre•�::r�,•' r:a� ^;m^�.,^.^...^ ?r�r-x'-�=.'-.�^-r_^^,r>,a�'�r:.y¢cm^, _ems. - , � _. ,,..,,....,;m _ - � ,.,,-pn-.,,.,q• . . . ... ..,. . I ' _. - -.- - :^r.....c,-9-_��,. - S 4PJ'4T'30” E 3B2.m9' } � : ' V U ' h4Y ' LIGHTING<nQv fay 4 a A A ALL Ohl L16111IN6 SHALL BE SHIED®90 TINT 71E L16W 9OR2 15 N01'ASELE FROM ADIAl �P FROPERM AND ROAOMAY9. 1.1614TIN5 Ill SQU FOCUS AND PIR DT TE L16W IN 9A'.II A HAM M a ai A5 TO CONTAIN THE Well AND GLARE PLTIIN PROMMIlY 0040AMM "t B. ITISA6EIR&PRIWIMEOF91ET"THATPATWNSLOr LIWMS WOETMWOPFORRMWW a IN IRMI1Y JIMM IL90 P.M.AND+00 AN.1 13 a 0. ALL FICWTAtDIN6 OLUDOOR U6MIN6 FIXEM 5441 BE LIMNED TO A MOW OF NO MOW TKAN MWEEN 04)IEEr ABOVE MAW LWE- TE Fll SHALL FOCUS AND DIIdS.T TE USD AS SPBOFIED IN 5E906TON A ABOVE A D D D \1•^ 6 C) 4y I P KEY MT4P NOT TO 9GALE 0 LL O ZONING DT4T14 1 I d m 0 PNME Il DRIVE CATION: u I OVTGHO6UE, NY 11995 2Ga 20' .y, L�y✓ fuRG. INITIPL FIOF.11L4dII,L YLYlfLdlJ�7iLC5 P RADDRESS ANDTRANl y PROPOSED rIWT110144 t1M1 VENUE J. NO. 6F W IKJNRE8: 11-152 BUILDINGTil A! �=r=CPCONTACT PERWN I I rKaRr tno ulvenc ANTHONY DIVELLO LW-400 NhrT (690 2110-5508 d PROPOSED 400 WATT " V AREA LIGHT ISOLUX CHART ZONN _ O NOT TO SCALE LIO \ . I TAX MAP INFORMATION �;. m < ' I 910TH, looO - 95- Z -5 2'-'.. it REVISION DESCRIPTION DATE REVISED LI8I11lN0/1N•DSGAPE/P,IRICIN6 07/II/06 I 2 REV PER TOMN 46NAIENTs 09M/a6 G7 S REV PER TOM 661li Nrs n/5a/ab ✓' m I 6 RtV15ED PER TOMN LOMMFJJfS OB/29/97 ` O 5 IRTMI SD PFR TOM 0oKlIME•fTs 11/29/07 c X o MICHAEL K. D UNN 6 �1 � �% REGISTERED ARCHITECT th ° 1981 UNION BOULEVARD BAY SHORE, NY 11706 (631) 665-9619 FAX 969-0115 D 3 w ''' rmammg &MO(mv LVA ,�^ 0 PERMIT ACQUISITION AND EXPEDITERS 00 1981 UNION BLVD BAYSHORE NY 11706 � (D Q a _9619 FAX 969-0115 •i J, c) 0 u PIN. C�iZ4TJC (631) 665 41 z �.� �rJ `� � r.,' G-t �`;, ,� T ,gip Gj �J *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS Z � _ `'` c,;, ;��lj �` _ ) \wl(l S ��• Z" �:;) I ` *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING N 16'4 111 - - \\ '� �� '` — - - - - © p9� •:J l_mJ Y% l�vJ PECONIC RECYCLING AND TRANSFER 860 COMMERCE DRIVE YAPT')LIGNT ELFV.ATION CUTCHOGUE, NY 11935 C O M M E R C E R O D LA,"IF: 400 WI MFTHL NPS VLf LE1'15: CLEAR PLf'.T T MPEPED 6LA55 PROJECT DESCRIPTION: SHEET DESCRIPTION: TYPE III OISTRIFUTION NEW FACILITY LIGHTING PLAN 40000 LUMENS Pf_12 LAt,IP M I `�.R 14�I U authorized alteration or Y�I�®(� IbP�f DETAIL asddlttlon to thla plan Ia a Wolatfon 01a 7208 of the New York State E7g.09 lon NOT TO SCALE Law. Caples of fila p1a not hearingrrww! ayyprafesalana beBlaevwlldntn%eeopy hal not c. TAX MAP# P L 14 N Y BEV A,RcK.0yaT 1000-g;-2-5 Cp H or SCALE I " 20 ' r E4 K.O(h �C'l• SCALE: AS NOTED DWG.; : ASSOCIATE 050201 DRAWN BY: CHKD BY: MO.D' HAA Gun S�. 'L DATE: SHEET qTE OF N� 08/29/01 DWG.//: OF 1 13 .s,L'"" . .. 'irf•. i,.'. "A6.L.,:.C�n'.. w1S:".LT: "Ia .NAIi. .iTIC I"T91 , Gn.VG .l'PI!nT;�.",FtT•'.L mpin,�ll!a ,9:' . .d„- :1^n - *,'+I1ITFIE! :w'I'nCFPin n(mJ"?I]+ ` F�°W;R^r°F;]:MZd P,TT-;I s 'I4 �G"J','. 4'r'., :.... . V.^ YC ._. .. -.'TC^.•: '•.'L2:1'1'i - ,nmw's s•a•�lrmna .. •••^••"•',..mJT^"1`I•'IILI'1:112ffi'Y�°GS"SII -�'•RT.'> '�i�'.L:.H,P�_`CdR61'.:,id'JO., ,_.I£�mY..�'A°L_—a SA'&'1JP�i'i.. .�4TY, ..n. ry"JMJT_'RILr'. .f@Y.Y,� ,SLA DRAINAGE GA .CULATIONS, �' m 362.419' TOTAL PROPERTY • 120,000. 50.PT - - A ',a. ".a• !!a r.Sr r,R1`4, '1" 'I `!p�'��'��a "'" �"'aY(A ,uryl �7';� Sr r n t', a , st $„a;�' '?,,gg^1, ywaTui r ;Ir 6RAVEl.ARFJ. . 99AI9A0 5C3.FT •� Cio, h• � 4?$;� {'� L.Pr �. : !d' 4iY°. SIS' C''i(' 0, vw4TM Gltt�l °t1Ltal A,,."S$.4 p�`ticYr4'* �etr�R rr,'i/� v�alifu`Is.S v, �'s eT "tn "sd.laAy,c+ati l H ROOF AREA • 94,205.0 A PT II a ASPHALTA5IDEWALK AREA . 1120451 W. Fr G Ae 1• `, u ,M LANDSCAPED AREA • 21,095.09 50, Fr (ON SITE a S cALOM_ATIONO EASED ON 2'RAINFALL 32 - a ^� GRAVEL • 51900 9Q. Pix .161 x .90 • 8A44W FT REQUIRED J ROOF • 94,20,205A SQ.FT x .161 x I • 5,911.40 W FP T REQUIRED � P5PWSAK • 11;204 50. PT x .161 x .9O . 1,664A W PT REWIRED d 2Mn fi L/G\ \ R LANDWAPIN6 . 21015.64 50.FT X .161 X .50 . 1056D W PT REWIRED 1 O) 1041 x I'RING. 66.4 W FT 3S Q z a W 6RAVEL • 6441A/60A• 119 LIN PT USE(0) 10'41 x 16'OP POOLS. 12D LIN FT ♦ p i v4 \ (".') ROOF • 5,111A/60A. 64 LIN Pr USE 01) 10'41 x 6'DP POOLS• 00 LIN FTPfPar LAW 10 I ASPHALT• 11604.0/NSA• 25 LIN FT USE Pr) 10'41 x 10'DP POOLS.50 LIN Pr rL- LANDSCAPE. 1,056/60.4 . 16 LIN FT USE(0 10'0 x 16'DP. 16 LIN Pr a�yI VN/, \ L/G/ MIN lJ { ) S_. 1 SANITARY DISPOSAL SYSTEM i\ • ♦ I OFFICE 2,200 x A6 GPD • 152 GALLONS WAREHOUSE ED -6D . 1,260 Au.oNs TOTALSTIiMATEFL00 OW 16A r/ SEPTIC TANK CAPACITY REQUIRED (2 DAY PLONU K Y I 064 P •��..' SEPr 12 SALLON15 G TANKa SACO GALLONS NOT TO SCALE fr 1 J ' \, IN Q9 LEACHG POOLS I'"• -,jr 01i� LPPCHIN6 RATE • .5&ALLONW00 FTADAY 01 U �I ��I SIDEWALK AREA REQ. . 1,412/15 . 942 DATA/� JZO \ - LINEAR FT OF POOL REQ. . I,412/60.4 * 21.0' NING DA I A L/G\ PROPOSED 5 POOLS 0 10'4- x &'DMP- 5o' \ / PROPOSF� R ♦ a � ! PHYSICAL LOCATION: s// � � DRAINAGE KEY C.UToCOMMERCERIE POW NER AADDRESB IRAN-' -" ROCYCLINS AND MATTITIICK,NY 11952 PROPOSED � 101-01, \ SSEPTIC SYS�TE e00 WICKHAM AVENUE •I \ MIN, O \ / CONTACT PERSON I O' NSS o" SUILDINCs \ R j $� I `_—/ ANTHONYDIVELLO (691)290-6000 ZONE LID R \I F (11)ROOxDRPAIN�E 10' 0�F I \\ // TAX MAID INFORMATION • $I SGT14, 1000 - 95 - 2 - 5 / R\ I d j A ASPHALT DRAINAGE L/G/ I I (9) 10' O x 10'DP.RINSE I r / REVISION DESCRIPTION DATE n R \ i �K��-I{I Y/ O I REYISW UoHnN0/LAWWAFE/VARKINE, OI/II/O6 — \ s Rei PER TONN ca4ANI'S 0114106 � ( '► I /~ 5 REV Fez TOA)N 60AMENrS 11/w/os LANDSCAPE/GRAVEL DRAINAGE 4 REVISED PER TOI N LaNNIEarS 26/79/01 (9) 10' 0 x I6'DP.RIN65 5 MlStV Pat TPNN COMMENTS 11/29/01 y \ R / U CFi ��0� o \>�\ , � MICHAEL K. D UNN 11aT PROPO•L ,I ASP1 ♦ �- l REGISTERED ARCHITECT a ) r � 1981 UNION BOULEVARD BAY SHORE, NY 11706 \ iJ (631) 665-9619 FAX 969-0115 I - 6"m SDR 60 / / (j A -----------bTTm s7 --------------1 A L-----------Y-- -----1 A. / L/G\ 1 a / 0 I C) PERMIT ACQUISITION AND EXPEDITERS e ® , os O 0 1981 UNION BLVD BAYSHORE, NY 11706 I (D ) (p 631) 665-9619 FAX 969-0115 ,roY t� lY *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS 1 � -j� rJ (� S // *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING 111��_- — i C RIDGE — - j �" PROPOSED �.'�( L.n.� �///'\ \. (�� 3260{' �• ANTER LINE ./,_J_1,,' " �y f l,�N H-20MAN1 LOAD RATED HEAVY Dum TO BE VERIFIED '�' PAVEMENT CCOO�ANID 1PR°A°R>E g''O1-'ED PECONIC RECI'CLING AND TRANSFER 860 COMMERCE DRIVE C O M M R C E GUTGHOCsUE, NY 11935 R O 4 D REINFORCED CONO COLLAR PROJECT DESCRIPTION: SHEET DESCRIPTION: 0 0 0 0 0 0 NEW FACILITY DRAINAGE PLAN G- .I 000000 II- v III 0 0 0 0 0 �1LLMw!MIC�LEAN SArm' PROPOSED D R P41 N N4 G E PLAN — Unauthorized State E or 0 0 0 0 0 0'O I I_ vdolui n of sectlo�°izos of N — 4o ew York State E4�an not SCALE • I " 20 ' < 0 0 0 0 ow. Copies of this pan not eoring the rofesslona 0 0 o PERFORMED PRECAST LONG' englnee ttnkgd seal ,hal at -1 I RIN65 be a w�id true copy. 0 0 _I _cp PRCN/rFC TAX MAP# • . :; :. 11 �. :. .•' jf S SCALE: _1 I I=1 I I—III—III=1 I I-1 I I i I- , AS NOTED REUffORCm GONG FOOrRK RINE �x c '^ Y DWG.#: ASSOCIATE 050201 DRYUJELL w/ MANHOLE DETAIL Eor DRAWN CHAD BY: STATE O �/�`) HAA CsWCs SCALE NOT TO SCALE I " DATE: ISHEET y 08,29/0, I OF 4 DWG. 5 -1 ^�r:^ es:amara^csmsxrarsrtmt�maan�a"iwamst�a' >�tcauin¢.:-rr... �iL�ac�ra-�a^�sau�..,_ �r_t�.a.�iam:r�:.rw::; caxmm^ - z¢ rnxs+rvr.Jnr*•�;: n^.^ ar,^^�.'�sn�.�.,._. _tea^.-_":..' r,'� n:�.a'nr.^:;^^�* ��_Tra.^.m:� .�.. n;m-:xar.,'..�.,. _.r.,m„�, ,, ._,i:a!L"y.�.;c:s^czres�.;. '. , _:uamc�n .: ;rwa9+.rn--^.tc� , .. ..aa�mc:artam ¢,'s+ummrreaau�- taasma�emm ytdnusmro�mms• a^^.mtac•,w.:=eu.' -�-„.. • - . .. avta..”i.�rnrrtxnkir^mcrti'�rwmmmam:^maium�.^os^mnmr..:t��u:e,wreuca::vyr.- I I Ili I I!I IIII II I I 'li!j I I II j I i ! IIi III ! ! I I I i I I ! I I I I I I I I I I I li III II ( � I I I I ! i III III III III IIII j I ! II ! 1 I ! ! � III III ! I i I • I J� KEY M14P rs A S t rz E 14 V t I O N NOT TO SCALE SCALE 1 " • 10 ' ZONING DATA ! III III III ! ! ! COMMERCE DRIVE CI71'C4I06IE,NY 11995 .; I III OWNER AMOR II ! ! ! ! ( • PECONIC RMYCLIND AND TRANSFER 500IM-r,NY MATTITI:CK,NY 11952 ij it I!I II ! ! I . li 15U CGIERUSATPD III : ! ! ! ! ! III CONN VIV PERSON pULDIN6 5mIN8 ! (6ANTHONY 0-,550v D O ' ; i ! IIII ! IIII I � !I I I ' I ' III ii I1 I ! I III II II I I I LIOO I IIII II I ! ; i � II Ij III IIII 1', ij I I ! ! � I I 11 I ! 1111111111 1 1111'Milli I I i 9CATM 000- �ORMATION NORorH ELEV14t 1 0 N SCALE • I " • 10 ' REVISION DESCRIPTION DATE I REVISED LI6HTN9/L4VSCAPE/PARNINS 01/11/06 2 RW PER TOWN CRAtNTS 09/14/06 S RE/ PER TOWN CaJANrS 11/90/06 k REVISED PER TONN COI 00/29/01 5 REVISED PER TONN CGMhPNTS II/29/07 I I I I i I I I ! I I ! ! li 11 I I , I I I ' I I I I 1 I I I : I I , I , I I II , I I I , ! I i I I I I I � 1 1 I I I I I I I I I , I I I . I I I I I , I ! I I I I I I ! I . I „ I � I I I 1 ' I I . ! I i i I ! I I I I ! I I � I I . I I , I ! I I I I I I I I I I I , ! II ! I I � I i I I I I I I I I I . I I I , I I I I ! II I I I i . 11 I I I „ I I , I 1 I 1 I „ I 1 I ! I I I I I I , I � MICHAEL K. D UNN I I I I I ! I 1 I ! I I I I I ( I I , I I ! I � I REGISTERED . I I I I ARCHITECT I 1 1 l I 1 I , I „ I 1 . 1 ! I I I I 11 I I , I II ! I I , II I 1 I 1981 UNION BOULEVARD HAY SHORE NY 11706 I I II 1 631 665-9619 FAX 968 0115 ORADF , i , ! IIII II ; III IIII III ! 1 11 � I . I I . I . IIII IIII I LIII I . I I W E S or E L E V til L I O N PERMIT ACQUISITION AND EXPEDITERS SCALE • I " • 10 ' 1981 UNION BLVD BAYSHORE, NY 11706 (631) 665-9619 FAX 969-0115 *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING , ' ! i I ! III IIII i 111 I P�CONIC R�CI'CLINCx AND tR,4NS�1=R III, I ! I TM 860 COMMERCE DRIVE GUTCHOCsUE, NY 11935 PROJECT DESCRIPTION: SHEET DESCRIPTION: III 1 i• ! ! ! ! STEEL CORRWATED ! NEW FACILITY ELEVATIONS 1 1 ! DOLDNS SIDING r authozad altaratfan or aaaltlan Iso this ala s a ! ! ! ! ! ! ! ! Ute New Yoof We not rk Slate Edueotion enme gin erRt�oged seol�s�iall not III I I III I I I I TAX1000 t96 cop y. S Cfi EPAW- Ell l�l� IIIIII III �R �ICK VENIMR RDc DwcS NOTED I I I ^ ASSOCIATE 050201 O U C H L E V 14 t I O N k DRAWN BY: CGu KID BY: � ar HAA GWCs NO.O �'�O DATE: SHEET SCALE • 1 " 10 ' 05/28/0 1 STaT[OF T"" r DWG./: "Vl e? or 1 r. .:.•.eia.,mn�4rl�f.•rr;�uars:Tr"1\utrv_:rzrt,,.is•m .i'. 4'�: l�S.+- ��ry:� ,:igl,Tnvn ,'."P'^^•�: •...s�,nsn.,_•,,s4,- .- me�f, �.A.,, dm' amt3-^s.� .�.'4S�r a - ,•ZRrr TJT ^., ,:'TTL- fiS?LT•. .. ....,mm•,. .-m^ --=,..,_ 'r,;,P i ;rm.. „ i, _.r 'I?iT., 1 �^:.,. - 'Trmm..:",]YR^.';aa? .^.Ti . .. .a'r.u, .is.3'm�, .�:r.^.-• 171 rl— F A b 083-03-06.1 083-03-06.1 10150 OREGON ROAD 10150 OREGON ROAD K M AC9 McBRIDE, FRANK J. MCBRIDE, FRANK J. NOT ro scALE T� RFD BOX 15q, OREGON ROAD RFD BOX I5q, OREGON ROAD GUTGHOGUE, NY IIg35 CUTCHOGUE, NY IIg35 \ � ZONING DATA. PF{YSICAL LOCATION: 96-01-002 96-02-5 CUTC COMMERCE,MI INNS 2015 COUNTRY ROAD 48 20310 COUNTY ROAD 48 o, McBRIDE, FRANK J. MCCALL, RUSSEL G. ROAD 1311 255 SPRING STREET SW OWNER ADDRESS 4PE(JON10 OREGON ROAD PWONIC RPOYOLINS,AND TRANSFERGUTGHOGUE, NY IIg35 ATLANTA, GA 30303 BOO WICKHAM AVENUE MATTITIZK,NY 11952 CONTACT PERSON ANTHONY DIVE-W 099-02-0001.11155 DEPOT LANE96-01-00KRUP5KI, JOHN P. S SUZANN M. 20345 MAIN ROAD 1 �14 COMPASS COURT REG. TRANSFER TIDE GROUP, ING. LIO HUNTINGTON, NY 11143 GKHAM RIVE SITE C/0 H. RAYNOR p MATTITUGK, NY 1 1152 P.O. BOX 14511 d MATTITUCK, NY 111152 , TAX MAP INFORMATION 0 SCTM, 1000-95-2 -5 I corrtnnEw,E DRIVE p 96-02-01 96-01-04 96-01-00 Ig810 COUNTY ROAD 4 6810 DEPOT LANE 20345 MAIN ROAD SUFFOLK COUNTY GOODWIN, JAMES D. TIDE GR(QUP, ING. 330 CENTER DRIVE 6810 DEPOT LANE C/O H. "YNOR RIVERHEAD, NY 11901 REVISION DESCRIPTION DATE P.O. BOX 1459 L P.O. BO/X 14511 CUTGHOGUE, NY 11935 MATTI171.16K, NY 111152 1 REVISW LI9HrM6 /t-AnDS/,,:PE/PAruvNS ol/II/ab 2 REV PER TONN CaACNTS 09 N/O6 DEPOT E RB/ PER TONN 66HAWS WS II/'b/06 4 REVIEW PER Tom cadveRrs 08/29/01 5 REVISEV PER TONN COMMENTS 11/29/07 _ 6005 DEPOT-CANE 5165 5�Of' LANE — — — — — — — KRHP5Ki', JOHN P. R SUZANN M. CAiIAZINSKI, 6ETlEVIEVE 14 COMPASS COURT 5155 DEPS LANE 099-04-10 HUNTINGTON, NY 11143 CUfOMOGLE, NY 119% 1155 DEPOT LANE KRUP5KI, ANN MARIE SKYLINE DRIVE P.O. BOX 40gD 95-02-3 LIVING5TON MANOR, NY 12158 1200 DEPOT LANE GOODWIN, JAMES D. b MARYLIN DEPOT LANE GUTC MICHAEL K. D UNN GUTGHOGUE, NY IIg35 REGISTERED ARCHITECT 1981 UNION BOULEVARD BAY SHORE, NY 11706 (631) 665-9619 FAX 969-0115 RA mIUS 11l AAP SCALE = Is = 200 ' ��r�a�JU4C5ZSJ4N4 !G•��O�:I GlLS� L� I�r� PERMIT ACQUISITION AND EXPEDITERS 1981 UNION BLVD BAYSHORE, NY 11706 (631) 665-9619 FAX 969-0115 *ENARONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING Bb' HOT TAR SEALANT B' FINI5FED6RADE PECONIC RECYCLING AND TRANSFER PAVEMENT SURFACE n 1 1/2 660 COMMERCE DRIVE a Q•, PAVEMENT I ` }� I CUTCHOGUE, NY 11935 18" VARIABLE 18" ®I I I I GOLD LETTERS TOP OF GU MAX MAX PROJECT DESCRIPTION: SHEET DESCRIPTION: _ NEW FACILITY DEtAILS/RADIUS MAP .a TT 2" 1 1/2" 18" CURB2 n4 GONTINIW� Z EXPANSIONPAVEMENT 811 9 Ir A� I SPER GREEN BAGKROUND aadi ion°fto thlstpl°°n°ia or ala on of this plan of he New York S EUn Education Law. Cop ea of this plan not bearing the go selonal Waco PSI coNc.AT q, ry ry �p JOINT (TYPJ NOTES 2B DAYS �+ /� SECT ION be'a wild nk d eeol . not I. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR y�T `i' EXTERNALLY ILLUMINATED be'a valid true appy. SOIL CONDITIONS SHALL BE BALKFlLLED WITH 5/4' CLEAN CM)SHEO STONE. 660 COMMERCE ROAD TAX MAP# ALL SIIBGRhDE9 SHALL BE APPROVED BY THE TOYAISHIP ENGINEER PRIOR TO ARCH/,,, 1000-96-I-8 POURING. Iy;��ELK.O[�e,- * SCALE: 2. EXPANSION JOINTS SHALL BE PROVIDED AT EOUAL DISTANCES OF NOT MORE A5 NOTED W THAN 20'AT ALL STORM SWER INLETS. JOINTS SHALL BE FILLED WITHDEPRES6ED CURB AT DR 1 VELUA `r DETAIL. "" ' ASSOCIATE 050201 PERFORMED EXPANSION JOINT FILLER, I/2' THICK. THEJOINT SHALL BE1 RECESSED 1/4' FROM THE TOP AND FRONT OF THE CONCRETE CURB. � DRAWN BY: CHKD BY: SGALEN07 TO SCALE Y CONCREtE CURB DEtAAIJ_ I N D E t A4 I J_ o� HAA C�U1Ca SCALE • NOT TO SCALE S NO.O'L�^�'1 SCALE NOT TO SCALE T,y 7'F OF KG' DATE: SHEET 06,26,0, DWG.& , OF 1 77 363' K9 I II 11 11 II II II II II II II II II II II I II II I /SITE I IC 1 11 11 II II II II II I II II II II II II II II II II I � i � ' I 11 11 II II II II II I I II II II II II 11 II II I I II 11 11 11 II II II II II II II II II II 11 II II I e rry� I 1L ; 1 11 IL ; I IL ; I IL ; 1 � I IL � I Ii I IL it Ii i � �• I I ____ I 1 1 1 ____ I ____ ____ 1 __ i___� �___ I.____f p. NI UUU X111 i____T ___ _I L____w �____� � R' PARKING � FE]JGE w LPA¢.E VINYL O I I I I I 1 1 1 I 1 I I I I I I 1------ STALLS / I. Of "IN UW I II II II II II II II II F __ I 1I 1 II 1I I1 11 II II I 11 1111 II II II II II II I I____� `____� �____� i_ i_ I J L L,y. J J _Ji _J � JJJ II I II II II II STORAGE FOR APPROXIMATELY PRIVACY MATS, TYP PRCPOSF.D b" 90 DLMPSTERS - - Id-e PC. CIRb FIRE LANE / �_ 19e-'-4" ' -- ASPHALT PROPOSED PAVEMENT, WOOD OO�NGKETE• (Ib' x 16) -yi__---- ROCK,x a) -='==------------ - -- - - --- 55' y KEY 1"I 4 P //// --`---- NOf TO SCALE FUNRE TWY.KJ --r C h D PMRIS TIPPING WASH PAD w/ 1 RECYCLAMES O h D DECRIS OL/WATQZ SFFARATOR g AND --0' X ka-a) (��I XB� SYSTEM / ^ \ ZONING DIAITIAI srcRAGE AREA # % (Ad-d' % 6d-di x 7d-01 P-IYSICAL LOCATION: COMMERCE DRIVE / \ CUTrHOSCM, NY 11955 BAY BhYSHORE,N.Y. OWNI=R ADReIS S _ / PECON C RECYCLING hND TRANSFER MATTITUGK,NY 11952 L & D D.=DRIS RESIDWL - Ate, BOO WICKHAM A-152 / \ WASTE STORAGE AREA 5',d' X 5-7 / / \ .F' .. (AN--a' X fv�) � CONTACT PERSON ANTHONY DIVELLo' '• i+l�!°i 631-29B-RBBB BUILDING / �� USE DROP MSW C AND & D D IlDIN6 AREA: n000 `r7 Ff PMR1S LOADING AREA \ \ \ \ LIO TAX MAP INFORMATION \ \ 5m# I000-96-OI-OI MSW RESIDUAL CT WASTE STORAGE AREA "" WAST ' STOPAPD " �°L'� 111 REVIEWED PLANS TO BE KEPT WASTE AGE ARFA Lam' x n'i7 Q ON JOB SITE AT ALL TIMES IL 4 DURING CONSTRUCTION FOR INSPECTORS' USE RECyOApES MOW TIPPING AMP MSW PMR16 GRAVEL STORAGE AREA (Ad--O" X 6d-a) ARELNLOAPA ARFA� ASION OESCRIPrIL DATE 0)6-0, % 70-0')) CARDPOARD METALS (Ib' x IS) (Ib' x 151 IL 1.111,1611 LOCKERS RR. / IAN 66APING RR MICHAEL DU1VN R.A LFFICE AREA: %•wa 6q FT $ / REGISTERED ARCHITECT ftn) E O.R6 CurbPO5f PROP. FFE — / 1981 UNION BLVD BAYSHORE, NY 11706 `OR A� AGILOO eRAVa- AREA 51a / i (631) 665-9619 FAX 1969-0115 IMAN a'-d' -y-d' g-d' g-0 s d g-0 , i — — — — — PRcLO b„ 0 wi PERMIT ACQUISITION AND 'IEXPEDITERS S / � ' p p 1981 UNION BLVD BAYSHORE, I NY 11706 / © (631) 665-9619 FAX 1969-0115 *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS *COMMERCIAL SITE PLANNING *PERMIT; EXPEDITING j d S.U. PF-CONIC RECYCLING ANp TRANSF-ER - COMMERCE DRIVE d�rS�DAEu cYARD I I b k o / CUTCOCxUE, N.Y. N1i�11936 �d PROJECT DESCRIPTION: SHEET DESCRIP11ON: NEW BUILDING 51TEIPL4N COMMERCE � I DR I YE unauthorized alteration or addl an to thissec planula a viola iew of section 209 iof o the New York St to Education hearin0apt�Ie rfot.selolan not Q engineers inked seal s�Iall not he a valid true copy. N. AOM rJmll W I TAX�M�A % '2^S- I I IG, I. ;I -1 SCALE: ILO 1�1.4.� 4S NOTED 'I Il DWG.$: 01 PROPOSED CJ T P LA N 0 MAR 15 2001 I DRA KAAWN IBY:BY: TE CHm5 BYY: O __- - Z' �K WG O C A L E = = 20 Q t__ '._ _ri DA SHEET SHEET ' 103/01/01 p _....,,,.- DWG. x OF 6 0-AssaiaL\2005\050201\050201 P=LONCdwq,3/ 5/2009 93928 AM,Oce(05600 PROPOSID I V 2V CHAIN FENCE W%6 . 41' 46' 20" 0 GPAc(I.E VINYL - - PRIVACY SLATS pp (1'YPIGPL) l r 11 51TIE/ II ii ii ____ 6 . L____, I L____. ____ I I ____ 1 I L__ I I u� u r ,.____, r I I i r F_ 2 PARKIN I 11 11 � � IIC I IF � fsrALLs II r r : r r r i i i i i i i I I I r i i i i i i r i i I -- rr rr J L - ---' `--- - - --. sroRAGE FOR ATFL - - -' FuruzE A,RB GUT PROPOSED b' 'i -- -• FOR FUTURE ACCESS. PG. CURB ST- RAGE FOR r I/d-�-,�d" TOI A J1NVN LOT FIRE LANE u 1�,�„ . \' (' -I r. BOARD OF APFEAL5 51TE DATA •�--�R L I O ZONE PROPOSED USE OF STRUCTURES, PROPOSED b„ TRANSFER/REGYGLIN6 FACILITY I ASPHALT ' IG6'—d' / FRONT YARD (p LOT AREA PG. GLRD © EM — WOOD I 118,164.2 SQ FT PAVENT, LONGRETE, (Ib' x 15) _—yi- --- PROPOSED TOTAL BUILDINb COVERAGE f/ -------- ----/-/-f-/-------`-`-=_'"I FLOOR AREA RA54,210.0 A O 79AS 3a 50 F- (16! i 9 I` NOT TO SCALE ROCK, & ---- FUTU2E TRUCK J PROPOSED SETBACKS (16' x10) I _ _ M A P WASH PAD w/ g PROPOSED SEMIRED G & D DEBRIS TIPPING G & D DEBRIS I 1 AND .�ORTIN6 AREA LNLOADIN6 AREA 15YSTE TER SEPARATOR RFLYGLADLES WLDIN6 �r••� ^ ^ STORAGE AREA ' 2 (4d-d' X 4d-d) (4d-d' X bd-d) SYSTEM / \ FRONT YARD(I), 169'- 0" I0O'- O" ZON 1NCS 1)AtA ('�8'-/J" X 2d-fl) FRONT YARD(2). 60,0.. 190'_ 0.- SIDE. "SIDE. 50'- o" PHYSICAL LOCATION: EAR, 45'- 0" '9'- 0" COMMERCE DRIVE R COMMERCE, NY 11955 / \ © 5AY5HORE, N.Y. BUILDINS HEI 6Fii OWNER ADRESS N6 ND TRANSFER I STORY, IB-O'/55'-0" � PEGONC REGy GLI A SPILL RESPONSE I4 .. . G & D DEBRIS RESIDI.WI_ EQUIPMENT \ I BUILDING DIMENSIONS MATO'rlf GKHANY A11952 WASTE STORAGE AREA ST GE AREA 2ooA' x I6oA' - 5'-d' X 5'-d / \ I OFF-STREET PARKING DESIGN 1 (45'-d' % 55'-d) / / \ 1 SPACE PER 0 - SQUARE FEET OF OFFICE CONTACT PERS CS �_� 891 AC FT/ loo . 9 SPACES FEET(LOOKER OF ROOM REMOVED) ANTHONY D65 \� I SPADE PER 1000 SQUARE FEET of WAREHOUFFJS'rORA6E 631-298-8800 PROPOSED 16,000 50 Fr 50 FT/ 1000 . 16 SPACES(EGUIPMENTAAADIN6 ZONES REMOVED) ' APA 2 4 2007 BUILDING /� \ TOTAL OF 25 SPACES PROVIDED /25 REQUIRED I AREA OF LANDSCAPED 15LAND5 V41THIN FARKIN5 LOT PERIMETER USE DUII171N6G p 111` BAR 5 LOAD NG AREA 'R \ / / \ \ NONE ZONE rr PROP. FFE. 51.5 (54'-O" X 65'-d) J / DRAINAGE GALGULATIONS: TA MAP_IN_�O rIATIONw 1 \ \ TOTAL PROPERTY = 110,1645 50 FT ROOFER AREA - = 64A,210.0 11 F FT ROOF AREA •AREA V0 HIN FT X R \\I \ LANDSCAPED AREA WITHIN RI OF I& WAY • 0927."9 SQ FT _--- --- LANDSCAPED AREA OFFSIDE OF RIbHT OF WAY = i-1,706.75 50 FT SGTMk 10100-9¢-OI-Ob" MSW RESIDUN_ CALCULATIONS EASED ON 2" RAINFALL WASTE STORAGE AREA ROOFER • 64850.11 Srli Fix .Ibb x IOb90.71 GIJ FT REQUIRED (4•yA X �A—d) ROOF • 942IOA 5Q FT x .166 x I • Sb70.06 CU FT REOd11RED __j UJA.UTHORIZED AND HAZARDa)S LANDSCAPING = 17,706.75 SD FT x .166x90 • 08179 CU Fi REQUIRED WASTE STORAGE AREA TOTAL VOLUME TO BE RETAINED = 175936 GIl FT REVIEWED PLANS TO BE KEPT (a'-d' x 12•-4 > O N 1o'm x l'wNb = 6096 Gu Fr ON JOB SITE AT ALL TIMES ROOF • 5b7Bbb/6686 • 89 LIN Fr USE(6) 10'0 x 14' 9F FOOLS • 96 LIN Fi (� LANDSGAP&SRAVEL - 16A89B8/68% = 241,15 LIN Fr USE 06) 10'm x 16'OF IL p POOLS • 256 LIN PT DURING CONSTRUCTION FOR ASnC INSPECTORS' USE !J- fy SANITARY CALCULATIONS OFFICE, .Ob RPD x 2,200 50 FT • 192 GALLONS P&RAVELl� WAREHOUSE, .04 SPD x SP OOO = 1,280 SALLONS I¢�i REG5M AR ES MSW TIPPING •`ID MSW' APINE, GRAVEL TOTAL. 1,412 6ALL.ONS REVISION DESCRIPTION DATE kr, STORAGE AREA /j SORTING a.RB'�1 UJLOPDING AREA 03/20/01 (oa'-0 x 2d-d) (4d-d• x 4d-d) (4d-d'�xA4d d) GARDWARD METALS LAImSGM �i'�1""'1'a/ 71 04' x 15) (la x 15) Vd a' / SIDE YARD MICHAEL D UNN, R.A R.R. wo ,�I1IA, 5 REGISTERED ARCHITECT FUTURE CURD cur `--PROPOSED PROP. FF.E. I /' / ? 1981 UNION BLVD BAYSHORE, NY 11706 FOR FUTURE ALGEx G�A�- 518 PROPO5w b" +U AP' 7 i f �/,/ �.,y/ L F 701 ADJOINING LOT AREA PG. CURB /Ira7n e Yr4 rJ/j-QK J� (631) 665-9619 FAX 969-011.. 41 © Cc s° L��i° AN,- o0M.A r(91 -d' 6--a' %-d' 9-d'11 9_ ' PERMIT ACQUISITION AND, EXPEDITERS f� 1981 UNION BLVD BAYS;HORE, NY 11706 / (631) 665-9619 FAX 969-0115 *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING I — © J — L J °©36' ys� o_s-�s� ;'� y« �' – OCC/ wee- PEGONIG REGI G.. ING AND TRANSFER u• COMMERCE DiPIvI_-- CUTCHOCzUE, N.Y.,'liib35 9d-0" SIDE YARD SETBACK COMMERCE NEW PROJECT DESCRIPTON: SHEET DESCRIPTION: SUILDI SITE PLAN 1I�w��• $ �lr� EXISTING GGBBI-ESTONE L � , I A 1\,00r= K' GLRBINI6 l adddoiukklon rto thlet ratio ls a vlolatian of section R1 9 of the New York State Education - 1 1,aw. Copies of this plan not �o bearing the profesalona NgoInked seal Sha I not be a valid true copy. TA N 40'14 5d' W AS NOTED l O a o l n Q A/ 5 / F7; DWG.AS90GATE fD5m201 „ DRAWN BY: CHKD BY: PROPOSED 3 1 1' E P L A N 0 _4 ro, ��, "-,.. DA KZ rz n' flAy S G A L E = = 20 ' "� GJ ILO ycr"0�� " A ROOflN& MATERIAL 6KALL m DE ORE5J TO COMR_IN19Jr �F TRIM AND AOOENr 15A NP K SITE .V. K �pp L7 f A., KEY M 4P NOr TO 'X.ALE DRAPE LL11 d FV E14at ELEv4t ION ZONINC� D4tA Pi-IYSIGAL LOCATION: 56ALE = " = 40 ' COMMERCE DRIVE CUTCHOBUE, NY 11935 BAYSHORE, N.Y. OWNER ADDRESS boo WICKHAM A AVN ND TRANI EUZ = I I M� Tm MATrl=K, NY 11952 CONTACT PERSON ANTHONY Q bSl651-2,48-88558558BB STEEL CORRUDARP 4 WILPINEI SIPIND m € LIo TAX MAP INFORMATION SGT" 1000-9b-01-06 GRADE REVIEWED PLANS TO BE KEPT NORtH ELEV .4t ION ON JOB SITE AT ALL TIMES DURING CONSTRUCTION FOR 5GALE = I " = 20 ' INSPECTORS USE REVISION PESORIPTION DATE ROGQING MATERIAL SHNL DE SRE N TO C MPLIML-NT TRIM AMID AOOEJr 6AW mum- WILRND rASGA MICHAEL DUNN, R.A MXW MDR1� REGISTERED ARCHITECT OR "- ® � 1981 UNION BLVD BAYSHORE, NY 11706 Elus (631) 665-9619 FAX 969-0115 DRAPE ((//►��jr, Cy��77��+C+�,7� ��'/�� /(��(/�(��( �/(��57 %� �Ij y�)p_q�_/]�� S WIhIDArC CAST AP �J ��J4A4�JYN4 �OI._JOL.� oO��/�+� 'e-4 �✓" I.r� STLe00. T OM E, T` P 7 tEK�Ffr AT LfFIGE, TIP 7 Rffa PERMIT ACQUISITION AND EXPEDITERS W E S T E L E V 14 t 1 O N 1981 UNION BLVD BAYSHORE, NY 11706 SCALE = " = W ' (631) 665-9619 FAX 969-0115 *ENVIRONMENTAL COMPLIANCE *PETROLEUM SPECIALISTS WLPIND SIPIND apLL EE *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING GEM IN MOORS RAE DRAY (TAS OR EQUAL PECONIG REC;"rCLING AND TRAN5FER COMMERCE DRIVE CUTGI-IOCxUE, N.Y. 11935 PAINTED MW (DEMWdIN MOORS E5sEJ( GREEN OR E$I.NL) PROJECT DESCRIPTION: SHEET DESCRIPTION: 11111 H 1111111 NEW BUILDING ELEVATIONS STEEL OO61PIND ED Unauthorize alteration or d111DIN6 SNIN6 4 p a5 thelNew YorkhSt to Education vias on of section"7209 of Law. Copies of �is plan nat bea Ing t e rofee to a da be"`�aile"iges�epy�ial not n AX — 1000-96-01-06 DRICK VENEERSCALE:E: AS NOTED 6RPDE DWG.$: II \ ' ASSOCIATE 050201 KD S O U T H E L E E 4 t 1 O N KZ DRAWN BY: CGuBY: = I " = 10 DATE: SHEET 5GALE 03/01/01 B DWG.(`: 2 OF { TRANSFER PECONIC RECYCLING AND 8 S 8 6 0 C O M M E R C E D R I V E C U T C H 0 G U E , N Y 1 1 9 3 5 NOT TO SCALE S C T M 1 0 0 0 - 9 5 - 2 - 5 ZONING D141'A PHYSICAL LOCATION: COMMERCE DRIVE CUTCHO6UE, NY 11995 S I T E P L A N P A C K A G E OWNER ADDRESS GOO AIC RECYCLING AND TRANSFER 800 RUCK, M AVENUE MATTITUCK,NY 11953 CONTACT PERSON ANTHONY DIVELLO (631) 298-8088 ZoNro LID TAx MAP INFORMATION Sr-7M: 1000 - 95-2 -5 REVISION DESCRIPTION DATE I REVISED U0-ITIN6/l-AWS6NE/PARKIN5 07/11/06 ' - 7 2 REV PER TOM 6,24A)NTS 09/14/04 G REV FER rONN CaAf"9 II/w/06 4 REVISW PER TONN G6Mv1 WS 08/29/07 GENERAL. NOTES: STATE OF NEW Y0;R< C)9f= fRTr,Ir=NT OF: ACgRICULTURrm I4N= 1"I, R<MTTS 1. GENERAL CONTRACTOR SHALL SECURE ALL 5U5OONTRACTOR'5 PERMIT'S FROM ALL APPLICABLE AGENCIES HAVING I . NO SOIL SHALL BE REMOVED FROM PROJECT SITE. JURISDICTION AND UPON COMPLETION OF ALL PIORK.CONTRACTOR SHALL OBTAN ALL REQUIRED APPROVALS FROM GOVERNMENT AND LOCAL AGENCIES INVOLVED PRIOR TO FINAL PAYMENT. 2. GENERAL CONTRACTOR SHALL RETAIN ONLY LICENSED CONTRACTORS FOR PLUMBING,MX-4791CALAND ANYOTIE32 2. A GRAVEL COVERED AREA SHALL BE SET ASIDE AT EDGE OF SITE TO POWER NASH TRADE THAT REQUIRES LICENSING. 9. GENERAL CONTRACTOR AND/oR HIS S1IBCONTRACTORE HAVING JURISDICTION SHALL CALL FOR ALL INSPECTIONS �/ /� OF HISIMR WORK AND OBTAIN WRITTEN 51SN-OFFS AS REWIRED. MAGHINER I BEFORE EXITING SITE. MICHAEL K DUNN 4. ANY GNANROMSAIDCHANGE To AFFROVED PLASMADE ETHESOLTHE COMRKTORSHALL OFTHE CONTRACTOR TORTRESPHSICOTRAND ANY TORSHAORK M. 3. VEHICLES AND GONSTRUGT ON EQUIPMENT ARE LIABLE TO BE QUARANTINED P THE SOIL / 1 _ REGISTERED ARCHITECT BEIM BURSE�5,SAIDTECT �D FOR LSAA RESPONSIBILITY OF THE CONTRACTOR hE CONTRACTOR SHALL / 5. FIELD CdJDITIONS: CONTRACTOR SHALL VERIFY ALL CONDITIONS AS YELL AS ALL DIMENSIONS AND CONDITIONS IS NOT GOMPLETELY REMOVED. 1981 UNION BOULEVARD BAY SHORE, NY 11706 INDICATED ON THE APPROVED PLAN5. �T 6. PRIOR TO BEGINNING WORK.ANY VARIATIONS FROM CONDITIONS INDICATED ON THE PLANS SHALL BE BROUGHT TO (631) 665-9619 FAX 969-0115 THE ATTENTION OF THE ARCHITECT AND OWER'S REPRESENTATIVE PRIOR TO WORK COMMENCEMENT. COORDINATION OF WORK: THE CHARACTER AND SCOPE OF WORK ARE ILLUSTRATED BY THE WORKING DRANINGS. CONTRACTOR SHALL CAREFULLY EXAMINE ALL FLANS AND SHALL BE RESPONSIBLE FOR THE INSTALLATION OF HIS/HER n ��G-�� /� J \/�L+`.( +ms's U:�• / WORK AND PROPER COORDINATION WITH ALL SUB-CONTRACTORS. 7, INSURANCE, PRIOR TO YORK COMMENOETMENT,COMRAfTOR SHALL DIVER,TO OWNER CERTIFICATES OF INSURANCE FOR BOTH COMPRBENSIVE GENERA-LIABILITY AND W0PJ04ANS COMPENSATION SFEGFYINS LIMITS AS REQUIRED BY THE LOCAL 6OVERNIH6 MUNICIPALITIES. ^ // / 0.r �A�s- PERMIT ACQUISITION AND EXPEDITERS B. 4 LIEN WAIVERS AND CRN AFFIDAVITS CONTRACTOR SHALL FURNISH TO THE OMER WITHIN 90 DAYS AFTER Q 2 - L �c f� C I COMPLETION OF WORK,FINAL WAIVERS OF LIEN FOR ALL WORK PERFORMED AND FROM ALL 9UBCONTRAGTORS AND / ' LULU / 1981 UNION BLVD BAYSHORE, NY 11706 AND MAJOR SUPPLIERS. QG �rrr �/: Q3 (631) 665-9619 FAX 969-0115 q, QUALITY STANDARDS. ALL PROPOSED WORK SHALL BE PERFORMED IN A FIRST CLASS,WORKMANLIKE MANNER AND J 5 � "ENVIRONMNETAL COMPLIANCE "PETROLEUM SPECIALISTS SHALL BE IN GOOD AND USEABI-E CONDITION AT THE DATE OF COMPLETION THEREOF,CONTRACTOR SHALL 6UARWITE WD ALL WORK PERFORMED TO BE FREE FROM ANY AND ALL DEFECTS IN RKMANSHIP AND MATERIALS FOR ONE O) COMMERCIAL SITE PLANNING "PERMIT EXPEDITING / n /T"J`/� '�A YEAR FROM DATE CF COMPLETION OF ALL PUNCH LIST ITEMS AND ACCEPTANCE HAS BEEN CONFIRMED,IN WRITING, " PROM THE OWER'S REPRESENTATIVE. CONTRACTOR SHAD-BE RESPONSIBLE FOR THE REPLAMIMT OR REPAIR j- A�egrrorr laxs/-Far / WITHOVI'ANY ADDITIONAL CHARGES,FOR ANY AND ALL WORK DONE MICH MAY BECAME DEFECTIVE WITHIN THE SAID J A C t5 /mit T"'' 0� O Se, o-� ONE(1)YEAR PERIOD.THE CORRECTION OF 5UG4 DETECTS SHALL INCLUDE,INTHOUT ADDITIONAL CHARGE,ALL EXPEN9B8 AND DAMAGES IN CONNECTION OF SAID REMOVAL,REPLACEMENT OR REPAIR WITH ANY PART OF THE WORK / /7 L, WORK WHICH MAY BE DAMAGED OR DISTURBED. ALL WARRANTIES AND/OR GUARANTEES APPLICABLE TO THE MATERIALS T ` /`/ / OR THE WORKMANSHIP ON OR WITHIN RESPECT To THE OYNERS WORK SHALL BE CONTAINED IN THE CONTRACT OR t,u� / s .Kers a/u 3 �d7 SUBCONTRACT YUIIGHSHALL BESOMrMN THAT BKHGUARANTEE AID/OR WARRANTEE SHALL INSURE 70 THE BENEFIT lJ q I // L ///'� //� I) / PECONIC RECYG�.IACs AND TRANSFER OF TIE OWER �J'9 - S//n1,45( �<C /� l I/ /1�,clCs ` n,.�rl - � , / �/J JJ l/ 860 COMMERCE DRIVE 10. THE INSTALLATION of ALL 517E AND HIGHWAY IMPROVEMENTS INCLUDING,EXCAVATION,BACKFILL AND COMP ACTION ,, \ G / CUTC 40GUE, NY 11935 of THE TRSNCNE5 FOR SANITARY SEWERS AND UTILITIES SHALL BE SUPERVISED BYTE APPLICANTS PROFESSIONAL ��(� 'O�'b�e Q"f 5/q,� .t S ENGINEER(LICEL"ED BY THE STATE OF NEW YORK,OR A LIGM45M LAND SURVEYOR WITH A 1206N CERTIFICATE) WHO ✓ 1 I // SHALL SUBMIT A SIGNED AND SEALED LETTER TO THE TOM OF RIVERHEAD STATING TINAT THE IMPROJEMQNTS HAVE ,- I / Ij �// ._ BEEN MADE IN ACCORDANCE WITH THE 517E PLAN AND INSTALLED TO THE APPLICABLE NEW YORK STATE,SUFFOLK (J-"�� -/ '"0 7�'J</C /1 0 ��o,u -/� / / / F =1 < a COUNTY OR TOM OF RIVERHEAD SPECIFICATIONS.THE CERTIFICATION SHALL ALSO APPLY TO THE PROPOSED R-AD �/ f1!o S pro /J� �c PROJECT DESCRIPTION: SHEET DESCRIPTION: OPENINGS ON EXISTING STREETS.SAID WORK ON EXISTING 5TRM75 SHALL INCLUDE TRAFFIC MAINTENANCE AND TE O-/y � Yom/ t///J I' NEW BUILpIACs COVER SHEET PLACEMBNT OF TEMPORARY AND FINAL PAVEMENT. �c II. ALL EXISTING LEACHING POOLS/DRYW915,THAT ARE To MAINTAINED,SHA)-BE CLEANED AND INSPECTED. r. `(f "JOU 12. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE.ALL UNSUITABLE MATERIAL AND DEBRIS SHALL SE DI5POSEV OF (/ y 0Com ✓ �� YJ SEP - Z�� 111 UNAUTHORIZED SECTION OR IN ACCORDANCE WITH ALL LOCAL TOW,COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE CODES. U C! 1 -AW ON TO THIS PLAN IS A // / N IY/ 1^ ADDrIIONOFSEOTIAN 72090E �q (�� (.S(. ((/ J THENEWVORKSTATEEIXIDATION 15. ANY BROKEN OR HAZARDOUS SIPMALK OR DRIVEWAY APRON5 OR CURB ADJACENT TO THE SUBJECT 517E SHALL BE FEARING NGTHCOPIES of THIS FUN NOT REPLACED IN ACCORDANCE NTH CURRENT STANDARDr. 2pU / - BEARING THEPROOPY. NAL Q.J I" /PS / ENGINEERS INKED SEAL SHALL NOT 14. NO B'®SUMPS ARE PERMITTED ON SITE. J ,(',; '„ \ BE A VALID TRUE COPY. Zr A1000-'35-2-5 15. ALL DRYYBJ.S AND CATCI�ASINS SHALL BE PRECAST,WITH PRECAST OFS 11455 FOR DRAINAGE PIPE(5) AND SHALL cc S�a Il (JC n15 / /`�� o� CONFORM TO SUFFOLK COUNTY STANDARDS. I .,,,,....V•-- ^ •-'-'^ r T P Ib. ALL PARKING AND PAVED AREAS SHALL BE REGULATED WITIi POURED CONCRETE CURBING IN AREAS WHERE GARS U 23 T n SCALE: /� � AS NOTED ARE PARKED PERPENDICULAR To PROPERTY LINES 1 BUILDINGS,TE OURS 514ALL BE PLACED A MIN OF 9'OFF THEDWG.#: U PROPER.,LINE AND/OR BUILDING.CURB SHALL BE PLACED IN ALL PAVED AREAS TO PROTECT PEDESTRIAN TRAFFIC. IT. ALL SITE PLANS MUST COMPLY WITH ALL PROVISIONS OF THE CODE OF THE TOWN OF OYSTER BAY,BUILDING ZONE ASSOCIATE 050201 M�� -�%< , DRAWN BY: CHKD BY: ORDINANCE OF THE TORI of OYSTER BAY. S9 q HAA GUIG 10. ALL SIDEWALKS AND STREET CURBS,ETC,ARE EXISTING EXCEPT WHERE OTHERWISE NOTED. `-"" DATE: SHEET A COUNTY PERMIT IS REQUIRED TO CONSTRUCT CLROG/SIDEWALK. 08/29/, C s 20. RPL EACE ALL NON-APPROVED CUR5 CUTS WITH STANDARD COUNTY CURB,TYPE -0,REPAIR ALL DEPRESSED,CRACKED DWG.#: I OF 7 OR MISSING SIDEWALK AND CURBS. STORAGE FOR APPROXIMATELY 30 PUMP5TER5 NOTE: AREA MOST LIKELY TO BE EMPTY. Id-d' PEALS SITED TA $ (SPECIAL BOARD OFAPPEALS A I MAX DUMPSTER SHOWN FOR APPROVAL OF OUT DOOR STORAGE) 363' i L 1 OZONE PROPOSED S. PRnPO D LSE OF 5TLGTL�P9 b� LINK / - TRAN5FERIR ECY CLINS FACILITY CPAgIE VINYL LOT AREA SLATS 120,000 sa.Fr�1 �) PROPOSED TdBU11,121149 C OVERAGE 12. F WKINC PROPOSED BUILDING, 9410.0 sa. Fr Ij jl II II II - II II II II II II II II II II II II I s I II II II II II II I II II II II II II II II II I II � FLOOR AREA RATIOI � L_J JL I__J L_J I__ L_J I__J L_J L__J L_J L__J L-_J L_J - L_J L� 34$1oA/ 120p00A . 259 • 28 1/2% FUTURE CURB GUi PROPOSED b.. >)1> OP0 D SETBACKS REQUIRED P.O. OURS LIN FOR FUTURE AGGEss FIR 8 LANE j- PROPOSED TO ADJOINING LOT '� TRACK j, F d-d,�I. Id-d' �y_d-d' y Id-d' . Id-d�I. IU�J" . Id-d' Ids' ) Id-d' Id-d' Id-d' Pdl14PIN@ m BALLAROS ' �.,�. FRONT YARD N: 11 100-- o" • FRONT YARD (2): 60'- O" 100'- W 5d- 1" • • PROPOSED b' I O SIDE, 50-- 0- 50' - of ----- -------- 169'-d' / FRONT YARD (1) PG. CUR$ Q Q O - -- - --- - --� r- HASP11ALT H H I REAR, 45'- o" Ts'- O^ HPAVEmE'r' H woCD H II �U I-J=ETE, H (Id x IS) H 5 -0 I S HEIS 1675 ROOK, & 501 I STORY, IB'-0"/95'-O" H(w x B9 H I I / q � --- �--- /I�- - BUILDING DIMENSIONS FUTURE TRUCK \ 200.0' x 160.0' G & D pE6R15 TIPPING WA5H PAD W/ / I \ / OPF-STREET PARKINS DESIGN II G & D PEDRIS OILANATER SEPARATOR / RFLYLI-AdFs I AND SORTING AREA UNLOADINE, AREA SYSTEM / / \ I \ / \ I SPACE PER 100 SWARE FEET OF OFFICE 7/ �/ Iy� STORAGE AREA 2 (4d-d' X bd-d) (4d-d' X bd-d') / / \ \ Sal So.FT/ 100 . 9 SPACES(LOCKER ROOM REMOVED) K I - I (96'-0° x 2d-0) I / / \ / \ \\ I SPACE PER 1000 SQUARE FEET OF WAREHOUSE/STORA&E Nor ro BCALe 1bp00 Sd FT SQ.FT/1000 . 16 SPACES(EOUIPME NTA.OADINS ZONES REMOVED) TOTAL OF 29 9PhCE5 PROVIDED /25 RECd11RED \\ \ O Q \\11 1LONE OF LANCAPED ISLANDS WITHIN PARKING LOT PERIMETER ZONING D14t14 ------- -6666-- II II LSPILL RESPONSE STEAD / I \\ I PHYSICAL LOCATION: G & p DEpRlS RESIDUAL / WASTE STORAGE AREA I _------S5"-d' X b'=d2 \ BULK SCHEDULE OF ZONE COMMERCE DRIVE X55'-d') r \ _ CUTCHOSUE,NY 11995 Pi�OPOS6D I LOOT S�izE (so.FT) 120,000 . Fr. 120p00 90 . OUJNER ADDRESS // \ LOT WIDTH (FT) 200.00' 335100' PECONIC RECYCLING AND TRANSFER 5UILDING I �1 // \ \ boo WIGKHAM AVENUE 1 ' f�R01P I MSW AND G & D \ ) LOT DEPTH(FT) 900.00' 955.00' MATTITUGK,NY 11952 LEE61)IIDING AREA pEpRIS LOADING AREA -{II 9'Lp00 SQ 54'-d' X '0-d� FRONT YARD (FT) IOONP RIABLE FRONT YARD(U 160, 0' CONTACT PERSON i2'=a��=1=1=C C)=L Z=] PROP. FF '51.5 i ( I ®I 2060' 70'60' 7O-0' FRONT YARD (2) 60.00' ANTHONY DIVELLO I I I SIDE YARD (FT) 30.00' 30100' (63U 298-0608 I I REAR YARD Irr)I ARE "15 45 LANDSCAPE AREA(PERCENT) 35%5% 22%2% ZON (INCLUDING RIGHT of WAY) LIO MSW RE61PUAL WASTE STORAGE AREA I (45'-d' X 55'-0) L- --------- - ----- 1 MINIMUM RE 20% PROPOSED I UNAU-HORIZFP AND 1AZARDOUS-fir-- Q Lor eov[fieA6E(PERCENT) zo% 2Ba% TAX MAP INFORMATION WASTE STORAGE AREA 1� bGTTi, 1000 - 95 - 2 - 5 (5' O x 12' b'� BUILDING HE F ) 9510' 95.0', L-- • I NUMBER OF STORIES 2 1 - -- - -6666-- I � r6666-- � i- I --------------- I II \\ III JII II I I `P I REVISION DESCRIPTION DATE I I I ORAVEL AREA �I I I REV, LIGNTING/JADSUFE/PARKING Oi/II/Ob REGYGLApIES MSW TIPPING AND I MSW DEDRIS ) SORTING AREA U LOADING / 2 REV PER TOWN CGN,tY¢)NF5 03/I4/06 (ro"- x AREA wl- I I a,d d' x bo-d) I I A I I I (4d-d' X bd-d) 9 REV PER TOOT! OGMy1F7NT5 11/90/06 4 REVISED PER TONIN CG&tWS 06/29/01 H H I I � NAWICAP PARKINS & SIGN H GARDcow H METALS IN ACCORDANCE wn 11 NYSpC H (Ib' x ISS H(Ib' x I5� I � 1 b" coNG slmRouND SECTION III H r.6 YARD H ------ ----i L_--------- I RAMP UP 2 IF ADA RAMP UP �_ ( V� :,a.': .: : . .• .. ,. GRADE 6 6 6 6 LUNCH LOCKERS RR RR. OFFS SQ�FT � \\\ � I / / � , ��i��/��/��\�\i��\/��\/ ✓\��/��/�\�/� .L 9" SUBSURFACE GONG FORM \ �� / PROF. FFE / PROPOSF� 6" sE - ICHAEL K D UNN > \� � � � / "¢¢LL..9+ r�rl�nl Tu ROUGH H.C.HG. RAMP SCALE: I/2 "=142" SURE cuRe cUT ° PROPOSED \ /// // ® REGISTERED ARCHITECT IFOR FUTURE AGGE55� '� ASPHALT \ TO ADJOINING LOT DACE , \� `6 6 6 6-_ / / 9 1981 UNION BOULEVARD BAY SHORE, 0 11706 /J T / d I (L (631) 665-9619 FAX 969-0115 1-0' 1-0" - / %//pp'�� j�►� %/pp�� C��c �CC j� /p� (� ' O - m(5��L5ZSJYN 4 L5zS4�JLJ QO�lS/off rS �� d I C)o 1 s p O ^ PERMIT ACQUISITION AND EXPEDITERS -0. R G O O O PROPOSED SIGN 1981 UNION HCVD BAYSHORE, NY 11706 (631) 665-9619 FAX 969-0115 _ ® - - / "ENVIRONMNETAL COMPLIANCE "PETROLEUM SPECIALISTS - -Cl - --� D336—� a M1 'COMMERCIAL SITE PLANNING "PERMIT EXPEDITING N 40'14' 60" W O PROP Q o PEER POSED DHOF6UE HYDRANTIRE FIRE DISTRICT d' \�\ 5d d PEGONIG REGI'GLING AND TRANSFER 7ddseaACK r \\---6666-- SC 0 COMMERCE DRIVE EXISTING COBBLESTONE GUTCHOCsUE, NY 11935 CURBING \\ PROJECT DESCRIPTION:RUI�DINCS SHEET DESCRI ESITE PLAN 9 \ AV1`O` 'ION TO T 'A-L 4NSONOR (3/ \ THE =N TEw YORK STATE rOUCAnoN LAW.COPIES OFTHIS PLAN NOT SEARING THE PROFESSIONAL ENGINEERS INKED SEALSHALL NOT BE A VALID TRUE COPY tiS TAX MAP#\ 1000-S5-2-5 �sllnh(r 3 I t P L 4 N SCALE PROPOSED firs' AS NOTED SCALE . 1 " 20 ' Cj u`; I � � DWG#: ,) ASSOCIATE 050201 DRAWN BV: I GHKD BV: HAA CsWCs DATE: SHEET DWG#: A 2 OF , LANDSCAPING SCHEDULE PROPOSED LANDS CAP I Ne, SYM qTY COMMON NAME BOTANICAL NAME HE16HT SPACING & 41'46' 20" 363' BT 6 BffLIH TREE FAGUS 6RANDIFOLIA T'TO R' AS SHOWN t' 7'TOT AS SHOYM OP/YA1.E VINYL — — — — — — — — BW 4 BAX WOOD TILIh AMERICOT 4 OAK TREE -GLIEROUS, ANA PRlvncv 61ATS T'TO 9' AS SHOW TYPICAL) I MT 4 MAPLE TREE ACER DISTICM1M T'TO T AS S 40AIN 0 LT 9 LINDEN TREE TILIA T'TO R' AS SMOWN M AB S-1 CEDAR CEDARS ATLANTICA 4'TO 6' 4'-0' r` k AZ 99 RED AZALEA AZALEA HERSHEY RED 24'TO 50' 2-6' $ FA AS FM FLOWERING AmALS WA b"TO 0' 6" ALL PLANTINGS SHALL BE SURROUNDED BY MULCH L A N D S CAPING K E Y ---- ITTTI H H H -----Ir-------- - H H H II O� 000 HN H j j OAK TREE BASS WOOD II I II I KEY MAP MAPLE TREE LINDEN TREE NOT To sCALE I II I II I I II I - --------- ---- l o Do ZONING DATA ® I I II O BEECH TREE CEDAR L --- ------J L--- ----- L I'IMEA�LLOCATION;I ® r r--------- -- ----- CUTGHO6UE,NY 11995 I I OWNER ADDRESS PROPOSED I PECONIG RECYCLING AND TRANSFER I BUILDING I BOO WICKHAM AVENUE I + RED AZALEA MATTITUGC,NY NRS2 I I CONTACT PERSON SSC'C�C--LCCCLL=7 I (691988008 ANTHONY O I I ZONE I LID O LANDSCAPE' NOTES I. THE CONTRACTOR SHALL LOCATE AND VERIPY THE ENSTENCE OF ALL MLmES PRIOR TO STAMINS WORK TAX MAP INFORMATION L------- ---- ---- 2. ALL FLAW MATEUAAS SHALL CONFOAH TO THE SIIDELUlES MTAMOM BY THE a%RW AMEUCAN 5GTM, 1000 - 95 -2 -5 STANDARD FOR N '128tY STOCK,FU LISED BY THE MMOAN A5 IATIOH OF N '1 LMNIE L 5. NO FLAMS SHALL W INSTALLED BEFORE ROUS H 6RADIN6 HAS SEEN FINISHED AND APPRWED BY THE L-- LANDSCAPE AR 1#750T OR SSIAL. r -- r------- - - 4. ALL PLANTS SHALL EE SPRAYED WITH A AWMSSIC WTHIN2 HOURS AFTER PLAMINS,AND AGAIN AT ® I I AT THE EE6INNINS OF THEIR FIRST PUNIER II --------------J I I 5. ALL RANK SHALL BE INSTALLED AS PER THE DETAILS AND CONTMACT SPE IFICAMONS. 6. ALL PLHHS SHALL THEN WATERED RED V MNLY TAKE M OF THE FIRST 24 HOUR PENS T EF IRS R.ANRHS. ALL PLANTS SHALL 1FEN EE WATc'iR�YEBRLY OR MORE OFTEN,IF NECTSSARY OLRINS THE FIRST 6POPUN6 ® REVISION DESCRIPTION DATE I II 7. ALL RANTING BEDS SHALL BE MULCHED WITHH 4'OF SIF®D®BARK MACN OYEZ A SYNUEnC PEW I I BAHRIB2 FABRIC. MACTOR SHALL FlIRNSH A RE YEAR WAWRAMY ON AL,PLANE MATERIALS. I REVISED LINAiTINC2/I.Al•DS:APE/PARKIN6 6. THE COI 07/II/Oi I 4. ALL AAM MAIEHWS SIMLL BE INSTALLED USI M STANDARD AOCLnABLE LANDSCAPE PRACTICES. 1 REV PER 70AM CRv44QNT5 RD`J/14/06 10,LANDSCAPING S kL EE R.ANT®AND MAINTAIN®IN COMPLIANCE WITH THE TOM OF S=NDLD S REV PER TOWN CIA&ENTS II/SO/Oi V, REGULATIONS F S'EGIFICATIONS. 4 REVISED PER TOWN 66MMENTs 06/29/07 TT— —— ——— 11. NO FLANNN65 AT THE MWENAYS SHALL VIOLATE ANY LINES OF SI&W. H H I I i�]I O 12. PFL E ALL BROKEN OR O MA6M BRAWA6. H HF7f IRS I 15. GROUND LINE TO EE THE SME A9 EXISTED AT NIREIM.. H H SAN 14. RANNN6 HOLES 51,10"BE AT LEAST TWICE THE DIAFEIER C4 THE ROOK BNl, H H k I5, ROOF BALL OF PLWrS SHOULD BE PLACED ON UDMTRE.D EARTH.THE GROWN OF THE ROOF BHA.AND ---------J L--------- FL.HE OF THE FLAW TRUlC OR STEN SHOULD FE AT&ROUND LEVE. 16. M-AP SHOULD EE FEWOED FROM AT LEAST THE TOP ONE THIMD OF THE ROOF BML ALL WFIES AND WINHENODFbRADABLE MATHUAL SHOULD EE REM W COIPLETB.Y FROM THE ROOF BALL. IT. BACKFILL SHOULD CONSIST OF A MINIMUM OF 50R OF THE ORIGINAL SOIL EXCAVATED FROM THE RARMS n Z= THE CONDmON5 OF THE MAVAT D MATERIAL AARRW R PI.AOEENr OF 916NFICAM 15. FEAT NOW 15 47 115=4 SOM FOR USE AS MA.GH OR A5 A 5011 AHENON�BR IN BACKFILL M. THREE IW405 OF H LGH SHOULD EE S FMV OVER THE PLARNNS HOLE.THE MILGH SHOULD BE KE'F AWAY FROM THE TMICHAEL K. D UNN FSNY.OF TREES. I 20.TFM SHOULD NOT EE STAKED ARLES ABSOUBELY NECESSARY.IF TEES An TO EE STAKED,THE 6UY �— PUR3 SHOULD EE LEST LOOSE 90 THAT THE TREE HAS A DAME To ADAFF TO THE SE CaVITONE.STARS REGISTERED ARCHITECT AND"RES S`MI BE REMMW FROM THE TREE WTMIK ONE TEAR 21. TREEYRAPPIN619WEWCOMHE7VEDUNLESS S'EGIRCALLYRMSEED. 1981 UNION BOULEVARD BAY SHORE, NY 10-06— M.MY READ SCAFINNASDOMwANAPF WPLANSAT HreGFAAINTA4 (631) 665-9619 FAX 969-0115 9.ALL PLARM RN6 O DOM ON AN ALL SHALL ERE SHALL EE MUMAIN3 M A AN715 OF 6ROWINS EL! ON. p AM PLANTS NOT SD THE E1SE SHALL SHALL EE REPLACED PU F W&WUMIN&NST RANI90F COMPAIFABLE 51ZF TTPE AlID glALltt AT HE EE6INNIN6 OF IE NEM IMNEDIATdY Fd10WIN6 GROWING SEA60N. 0 ,WIMP �� (D 01 PERMIT ACQUISITION AND EXPEDITERS 0 p 1981 UNION BLVD. BAYSHOR;E, NY 11706 (631) 665-9619 FAX 969-0115 � 0J ��66yyV9��, !b-0 0 0 � 4d *COMMERCIAL ICOMPLIANCE *'PETROLEUM SPECIALISTS I — -0_ - - - - �— D ceCOMMERCIAL SITE PLANNING PERMIT EXPEDITING 1J 49'10 0336 0 � o PECONIC RECYCLING; AND TRANSFER �6 B&O COMMERCE DRIVE -v CU7CHOC:UE, NY 11935 w Nor met C O M 1"I E R C E R O A DTwax PROJECT DESCRIPTION: SHEET DESCRIPTION:NEW NEW WILDING LANDSCAPE PLAN t� A STNUNS w5 NYLm UNAOTHORIZEO ALTERATION OR K#M NOR --� E M 6l YIPE ADDITION TO THIS PLAN IS A 1WBT® tiOE NEn'IOV YORK STATE EDUCOATON LAW.Y COPIES OFTHIS PLAN NOT LIIlAE 5661 F BEARING THE PROFESSIONAL �'e�ypgR Pi f9R 11� V MUCH ENGINEERS INKED SEAL SHALL NOT PBARE�R BEA VALID TRUE COPT. IN-11111111 I Y Sum NM TAX MAP# P rT 0P&L `o"ROPOSED LANDSCAPE PLAN % � v or MR mm SCALE: SCALE 1 " 20 ' M'Dltl iNNR Im5rw i0'%VIMI Cr wN1 , H" I t�''�° I l 1 AS NOTED DWG.#: MOWL WUH TR'A RD fFAF IM/% �H�N Naw &�i�M � �' ASSOGA7E 050201 'h R1TY/DY YRENE N T LA1BM I WDIN EdttS TOUR DRAWN BY: CHKD BY: WgBI FXH LASER WFL&TTIID PILL vw =� ' HIAA Csuis SHRUB PLANTING; DETAIL EVERGREEN PLANTING; DETAIL DATE: SHEET NOT TO SCALE 08/2'3/01a8,� ,�, 2 NOT TO bGALE DWG.#. 3 OF , }---------------- PROPOSED AEGW% 8, 41' ;6' 3 OP s FF,MV (TYPICAL) A A A ALL OVIDOOR LISNTINS SHALL BE SFNBD®SO THAT 4E LISHT SOAVE 15 NOT VISIBLE FROM ADJACENT A 0 PROPERTIES AND ROADITAYS USHTINS FIXRAESBOLL FOCW AND OIREOT THE LIGHT IN°AYH A MARM :R AS TO CONTAIN THE LISW AND GLARE WITHIN PROPERTY 5=ARIE9. O O 0 O B. IT ITPJIBI•ENEIITY BEIFNPJN FPJWftEOP ft PM.THE IAO AHT FARYJNS LOT LI5HT5 SHOULD BETURNED OFF OR REDK® D E O. ALL E SRO OINS DITDOJRR 115NTM5 ALL P E5 SAND VI LIMIT®TOA AS& OF IE MORE TWIN FOIIRIE:N VE FEET Ad3DJE 6RAR0 LEIS.. 'RIE FI%RIPE SHALL FOO/'AND DIRECT THE LI6XT/5 SPEOIFIm IN 5M5EBOTION A ABOVE H1fU2E OLRD cur P I E L A 1 ,1� FAR R)NRE AOOE% .+T TOI AD371NIN6 LOr 6 6 b 5 Q H H H ---------- r— H H H H H H � I H N N I I 6 II F II KAY M ' 4P 1 6 ° NOT TO SCALE 20' I II 1 c -- --------- ---- a pe ^ Op B ZONING D4T4 L---- --- --J L - - ------- I O ® I — > m 1 r-- ----------- -- 1`51-1Y3IGAL LOCATION: COMMERCE DRIVE T 2p' GVT0H06UE,NY 11995 PROPOSED 1 °` I 40' 20' O 20' 40' Mfg. NjIAL HORIZONTAL FOOTOAIVLE9 p c DIF F 9 OWNER ADDRESS BUILDING Hrs, A PEWNIG REGYCLINS AMP TRAINS! 14' 10.0 5.0 2.0 IA OS 02 0.1 e00 MATTITWK�Agg5NUE 2 NO TLT P : A5 ops CONTACT PER I I I FIXfLRE DY: HIW.O DM. -n ORArrE, Nc. ANTHONY DIVELLO I LIW- 100 WATT (651) 296-8569 ® I PROPOSED 400 WATT AREA LIGHT 180LUX CHART ZONE NOT TO SCALE LIO I I L-- -------------- r c TAx MAP INFORMATION L— — D 9cTM: 1000 - 95-2 -5 I I II \ I I II 1 -- ----- - --- ---- II I II I II l9 I I I �51 �1211{ •x'-511 REVISION DESCRIPTION DATE \ 1 I I O 1 I I ~—"1 1 REV1'-ED U6HTIN6/LMD55APE/PARKIN6 01/11/06 O 1011 2 Rr REV PER TOWN Oxv1ENT5 09/14/06 a m 5 REV PER TOWN CaAA Nre H H 4 REVIsm PER TOWN CORA NTS a9/29/0 H H II H H II H H --------- J L--------- I ❑ ID x z IV F MICHAEL K D UNN 1 TO) AAIOININB LOT � REGISTERED ARCHITECT 1981 UNION BOULEVARD BAY SHORE, NY 11706 6 (631) 665-9619 FAX 969-0115 F F F � ® A A O O PERMIT ACQUISITION AND EXPEDITERS 0 E) (DJC 1981 UNION BLVD BAYSHORE, NY 11706 - - - - o FIN. SRADE (631) 665-9619 FAX 969-0115 _ -O- © - /a• 'ENVIRONMNETAL COMPLIANCE 'PETROLEUM SPECIALISTS N - - ' - - Q (D 936' ® 'COMMERCIAL SITE PLANNING 'PERMIT EXPEDITING O PROP GOND ETE O PECONIC REC T-CLING AND TRANSFER �i O M IN E R C E R O TAM D abo COmmEfRCE HOGUE, NY1RIVE 1335YARDLIGHT ELEVATION LAMP: 400 W METAL HALIDE LENS: CLEAR FLAT TEMPERED GLASS PROJECT DESCRIPTION: SHEET DESCRIPTION' TYPE III DISTRIBUTION NEW WILDING LIGHTING PLAN 40000 LUMENS PER LAMP UNAuTHORRED ALTERATION OR Yol,R= . k3HT ��T41L THE NE NTOTHIS TE N ISA EDUCATION VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EILAN NOT LAW.NG THE OF PROFES PLAN NOT NOT TO SCALE SPARIENGINEERS INKED SEAL SHALL NOT TRUE coR TAX MAP# r PROPOS (= D L I C� H or PLAN a-� t� AS NOTED SCALE I " 20 ' Cj P ' ' , . III�SI l-T' 'DWG.#: ASSOCIATE 050201 DRAWN BY: CHKD BY: HAA Gurs DATE: SHEET 08/29/0, DWG.#: 4OF1 DRAINAGE CALCULATIONS: '2 S. 41' 46' 2 — - - — — — — — — — — — TOTAL PROPERTY • 120,000. 50. FT GRAVEL AREA . 55,95079 SQ. FT ROOF AREA • 94210.0 50.FT *AA* y ♦ A10ASPHALT AREA • 1,9,4.04 90. FT 4 z e LANDSCAPED AREA • 16,116.97 W. FT g O Y m (ON SITE ONLY) 13n1 CALCULATIONS BASED ON 2" RAINFALL GRAVEL • 55,95079 90. FT x .16-1 x .9O • Sp09.99 OU FT REOVIRED ROOF • 94210.0 SQ. FT x .161 x I • 5,719.07 GU FT REQUIRED k -- - --_ /L/G` / R 1 H ASPHALT • 9,14792 W.FT . .16'1 x AO • 1,9'14.04 Cu FT REQUIRED 3 W _ FOR FUTURE AC trr ,� / MIN �` / `\'/ p��p/��, LANDSCAPING • 16,116.97 50. FT x .16'7 x HO • 607.49 GU FT REQUIRED • • • H H H O ----1 r- ---- R • • M-0„ O O Q NLASNHHALLT- 11 60.1 B 6 12 125 LIN PT USE(5)i4010�eVVP°POOOLS LIN FT FT R TO ADJOINING LOT z ROOF c 5,719M/ FT LSE LS --- _- _ H H H II H H H H H H LL --- ----J SANITARY D15P05AL 51(5TEM ♦ I OFFICE 2,200 x O6 GPD a 152 GALLONS 20'-01, / \1 ` WAREHOUSE 52,000 x .04 SPD • 1,250 6ALLONS MIN a TOTAL ESTIMATED FLOW • 1,412 GALLONS I E I I / SEPTIC TANK CAPACITY REOUIRED (2 DAY FLOW) l I � 1,412 &ALLOWS x 2 • 2,624 NOT TO SCALE - SEPTIC, TANK • 9,000 GALLONS II MR CLEACHING F100 L_——_— — ———J L- - __ 1 L/G/ PROPOSED 9 FOOLS 0 1O'm x W DEEP• BO' ZONING D4T! i ) �� I I --- ---- RRAVEL PHYSICAL LOCATION: Ki AREA D R AIN A G E K E Y COMMERCE NY 1995 PRopos>=aON _ J� /' \ OWNER ADDRSS BUILDING / 101-011 / PECONIO RE° EYCUN9 AND TRANSFER JI i 1 L/G/ MIN I ,(1 1 SEPTIC SYSTEM 600 WICKHAM AVENUE ISS57C�- -CCCCLL27 CONTAMATTIT=rCT NY 11952 ID'o• Iz / °m' �IG�I \ / CONTACT PERSON MIN I I • ♦ K i Y44ddDDy'I \ / (ANTHONY DIV 651) 248-80SO � R / ASS�4M D-EL vAtIION ZONE / / \ UO ROOF DRAINAGE IL------------ --- - TAX MAP INFORMATION L -- • y q; 50TM. 1000 - 95 - 2 - 5 ------- -------- D" 1 R / 1 1101- LIG O I A 1 ASPHALT DRaINAGE REVISION DESCRIPTION ! DATE I R / Al REVIGEP LK�I nw/LAwGcArE/PNtK1N6 01/II/°b I II -► mi I z REV Paz TOM GGNNENTG I II ___ _ __ / \ REV PER TONN Ca&VNTS T rr II /L/G� I / \ / H H ! I L/C, I LANDSCAPE/GRAVEL DRAINAGE 4 REVISED PER T°r N ca mreNrs °a/z9/m R 1 H H II / H H II . ` O 1� 1 I / / lu LUNG7 ILLKFJZS R.R. R.R. /l v/ / \ 0 /1-- --� O j R1fIAtE GLR6 GUT FOR FUN.RE pGGE55 � T° 'P"'"'"� L°r ° ' O MICHAEL K. D UNN iz ASPHALT SURFACE " o 10 a 631 N BOULEVARD 19 ITEC, I �� _ � � � b"b SDR 60 / \ I b"m SDR 60 / A / Q REGIS RED ARCH5HORE, NY 11708 p A `------------------------------ A L-----------T-------------`-----� \� ' 1981 UNION BOULEVARD BAY , ) FAX 969-0115 O O OI �LS /sr,�4/sr, 5 [ezSI�JLoJO�Z4��oJ ! o �_R _f \� +^ R 010 PROPOSED 0 00 PERMIT ACQUISITION AND EXPEDITERS ® O ' O UD I J (981 )UNION BLVD HAYSHQ L \ RIDGE — — � � ��.� "ENVIRONMNETAL COMPLIANCE ""PET ' NY 11706 O O ti 631 685-9819 FAX 969-0115 336' *PETROLEUM SPECIALISTS N 40'14 Bm" W 0 I O COMMERCIAL SITE PLANNING PERMIT EXPEDITING 0 (D 4 14-20 LOAD RATED HEAVY DUTY PAVEMENT COVEVERANDLFRAME ID R °"�° PECONIC RECI'CLING AND TRANSFER C O M M E R C E R O 4 D 860 COMMERCE DRIVE CUTCHOCxUE, NY 111335 REINFORCED CONC COLLAR PROJECT DESCRIPTION: SHEET DESCRIPTION: -� gq 0 0 0 0 0 I NEW WILDING SITE PLAN 400000 0 0 0 0 0 BACKFILLWITH GLEAN SAND, _I I 1l1 10'A - GRAVEL MATERIAL UNAUTHORIZEV ALTERATON OR IW] ! ADDMONTOTHI 0 0 0 0 0 S PLN ISA _ VIOLATIONOF BECTION72090F 0 ] 0 L W COPIES OFTHS PLAN NOT '0 PERFORATED PRECAST CONC. BEARING THE PROFESSIONAL 0 0 0 MN`SS I BEAVAUD RUECO LSHALL NOT ° ° =1 TAX MAP# PROPOS E D D R 41 N 14 G E P L. 74 N I _ 1000-95-2-5 S -1 I I=1 I I—III—I 1—I I =III i 1- ,��;; ; ,� SCALE: SCALE • I " 20 '` REINFORCED CON,FOOTING RING , `•., \ DWG. NOTED rl ASSOCIATE 050e201 DRYWELL w/ MANHOLE DETAIL DRAWN BY: CHKD NOT TO SCALE \". [ HAA GLLG IA _ DATE: SHEET 05/2e/07 DWG.#: 5 OF l .10 i560 COMMERCESHPR0JFCTDESCRP-rioN: =L VD T I 'I A 083-03-06.1 083-03-06.1 ^^ 10750 OREGON ROAD K E Y M Iii' P 10750 OREGON ROAD McBRIDE, FRANK J. Nor ro WALE McBRIDE, FRANK J. RFD BOX 159, OREGON ROAD RFD BOX 159, OREGON ROAD GUTGHO6UE, NY 11935 GUTGHOGUE, NY 11935 - - - - - - - - ZONING D14T14 i PHYSICAL LO CATION: OMMSCE DRIVE -02-5 CUTGHOSUE, NY 11995 / 2o15 COUNTRY ROAD 48 20310 COUNTY ROAD 48 DE, FRANK J. \ McGALL, RU55EL G. ROADOWNfiR ADDRfi6B 255 SPRING STREET 5W PEOONIC RECYCLING AND TRANSFER OREGON ROAD 1 ATLANTA, GA 30303 600 WIGKHAM AVENUE SUS GUTCHOGUE, NY 11935 MATTITJCK,NY 11952 I 1 d CONTACT PERSON ANTHONY DIVELLO 1 r-- (631) 298-8866 095-02-0001.1 /1FfMATTITUGK, 1 -A "1155 DEPOT LANE ROAD 1 LONE KRUP5KI, JOHN P. C SUZANN M. , INC. LIO 14 COMPASS COURT PEQONIG REG. TRANSFER SITE OR 1 HUNTINGTON, NY 11743 80p WIGKHAM RIVE 9 MAtTITUGK, NY 1 952 NY 11952 1 TAX MAP INFORMATION 1 SCTM: IODO - 95- 2 - E 1 � � 1 COMMERCE DRIVE 1 96-01-04 96-01-00 g8102 COUNTY ROAD 4 1 6810 DEPOT LANE 20345 M INROAD SUFFOLK COUNTY GOODWIN, JAMES D. TIDE GROUP, INC. 330 CENTER DRIVE 6810 DEPOT LANE C/O H. I�AYNOR RVERHEAD, NY 11901 PREVISION DESCRIPTION DATE P.O. BOX 1459 P.O. BOIX 1459 REV16W L1511HN AAWS6MEI/l? RKIN& OI/II/o6 GUTCHOGUE, NY 11935 MATTI�UGK, NY 11952REV PFR TONN G L�7�If5 09/k/Ob REV FM TORN Cafi"TSDEPOT E REVISED PER TONN COMMFNrs 08/29/07 95-4-II / / 96-04-5 6005 DEPOT--CANE 5155 DEPOT LANE — — — — — — — M. — IER+1P5Ki, JOHN P. 3 SUZANN CAILDZIN5ICI, GfNEVIEVE 14 GOMPA55 COURT 5755 DEPOT LANE HUNTINGTON, NY 11-143 (UTGHOOLE, NY 11935 095-04-10 1155 DEPOT LANE KRUP5KI, ANN MARIE 5KYLINE DRIVE P.O. BOX 409D 95-02-3 LIVIN65TON MANOR, NY 12158 1200 DEPOT LANE GOODWIN, JAMES D. b MARYLIN MICHAEL K. D UNN 1200 DEPOT LANE GUTGHOGUE, NY 11935 REGISTERED ARCHITECT 1981 UNION BOULEVARD BAY SHORE, NY 11706 (631) 665-9619 I FAX 969-0115 fe�a�' a2-am PERMIT ACQUISITION AND EXPEDITERS 1981 UNION BLVD BAYSEIORE, NY 11706 &GALE : O 111 = 200' - '' (631) 665-9619 FAX 969-0115 1U SG/ SC/ 'ENVIRONMNETAL COMPLIANCE 'PIETROLEJM SPECIALISTS 'COMMERCIAL SITE PLANNING 'PERMIT EXPEDITING HOT TAR SEALANT EUGONIC REC'I'GLING LAND TRANSFER bll I FINISHED GRADE PAVEMENT SURFACE I�I /2 660 COMI'1ERCE pRIvE B.. �. u PAVEMENT CUTCH0GUI=, NY 11935 GOLD LETTERS B" TOP OF CUP 113 VARIABLE B" - c I PROJECT DESCRIPTION: SHEET DESCRIPTION: MAx MAX NEW BUILDING: DETAILS/RApIUS MAF : . . — °' 2" 1 I/2" 18" CURB G PAVEMENT " Q REEN BAGKROUND AOOmoNTo rwsFUNIIA LJNAUTHORREO ALTERATION OR I�®I VI.,TION OF SECTION 7209 OF 2 M4 CONTINUOUS 9 (e EXPANSION THE NEW YORK STATE EDUCATION -1 JOINT (TYP.) LAWNEERS INKED SES SHALLLAN NOT A000 P61 GONG.AT 9� N S BEAR INGTHE RUECOESIONAL 28 0PS ENGINEERS INKED SEAL SHALL NOT _ c *I EXTERNALLY ILLUMINATED 6E MAP#TRIIE COPY, I. ANY EXCAVATION BFJ_OW DESIRED GRADE TO OVER EXCAVATION OR H✓ET 5ECTION BrOP COMMERCE RO�ID T11000-C36-1-8 X MAP# 801E CONDITIONS SHALL BE BACKFILLED WITI 9/4" GLEAN CRUSHED STONE. ;i_� \ 10�D D-96-1-5 ALL SUBGRADES SHALL BE APPROVED BY THE TOVMSHIP ENGINEER PRIOR TO SCALE: PouRING. `• "� _ _�� A6 NOTED 2. EXPANSION JOINTS SHALL BE PROVIDED AT EOUAL DISTANCES OF NOT MORE J,;; 1, :`'I DWG.#: THAN 20'AT ALL STORM SEWER INLETS. JOINTS SHALL BE FILLED WITI f ��'P y `I ASSOCIATE 050201 KDBY: PERFORMED EXPANSION JOINT FILLER, I/2" THICK. THE JOINT SHALLBE S IGxN DETAIL 1 � ,'\' o'% , rl DRAWN BY: CHKD BY: RECESSED /A" FROM THE TOP AND FRONT OF THE CONCRETE CURB. " ,�141�;:,• , HAA CI SHE DEPRESSED CURS AT DRIVEWAY DETAIL NOT TO SCALE � � � DATE: SHEET CONCRETE CURS DETAIL NOT TO5GALE s++ 08/28/01 DWG.#: 6 V NOT To SCALE 1 O� .00