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1000-83.-3-4.7 (2)
SUFF0LK, CCU;` TY Or..R:" 7'ME',JI C7' .iL:AL'I H SERVICES i APPROVAL OF CONSTf;UCTF-5 0VOR S SURVEY OF PROPERTY Date: I 2r24 H.S. Ref. ��,�._c.�o�_�� a.t1.LD_ AT CUTCHOG UE The sz mge dis;:, 7,oal and wz!ter sur r,iw fac:litles TOWN OF SOUTHOLD CL this Ioca',11 an Iiave been SI•i p e.-1'.>e 1'n 010r SUFFOLK COUNTY certified by this Departr gent to .<:.i ar a�;a1��i_s • sa and found tr: bbe :;sf Ict ry. � 1000-83-03-4.7 SCALE.- 1'=40' .. ��, ,fi:. .a _ Y ryo-; • APRIL 13, 2010 tr^ ,. _ NOVEMBER 4, 2010 (WATER & SEWER LINES) DECEMBER 24, 2019 (BUILDING LOCA 77ON) DULY 19, 2023 (FINAL SURVEY) OREGON R OAD JUL Y 14, 2024 (Revisions) RECEIVEDSeptember 10, 2024 (Revisions) OCT 312024 Southold Town v Planning Board � N/0/F JEANNE GRACE & DONALD GRIMM ` ^p (COMMERCIAL BUILDING) N/0/F NORTH FORK RESOURCES INC. m WELL 150'+ (COMMERCIAL BUILDING WITH PUBLIC WATER) Z x ' ' I 905.41 7RANSFRMR. G� I N30'12 50�E CHAIN LINK FENCE ON CONC. X X X—X /�I _ �C WL (APPROXIMATE LOCA77ON) WL W CATCH BASIN WL H/�— O TOP OF GRATE EL=52.5' m (n WATER O C < O METER .p SCALE ASPHALT m z Cco ASPHALT pNj RCA STEEL GUARD RAIL 00 STORM DRAN/ p n O CATCH DRYW£LL ^� BASIN EPLEVRIC 0 CATCH BASIN m _ k TOP OF GRATE EL=52.3' METER 2 RCA TRI I POLE cn ,E PANEL J C �v IIV� m RCA �A G E S O� CHAIN LINK FENCE y v CONCRETE I m i- co CONCRETE RETAINING WALL7RNSFCONCRETE WALL 61.6'ON COS30'12'S0"W 224.97'STEEL 1A.�24.1' E--� WEL VERS o 2\ HVAC O(BA/ON£D)S.T. UNIT 2 2 z RCA ae.o' B 24.1' O I m 6o.1 ------- WA TER rq O UNE f� CZi� a O ~ • TANS n O '-4 CONCRETE WALL BOLLARDS 2 m Z O 1 & 11/2 STORY r� r R° 01 FR.BUN DING EEL O C ZE BOLLARDS it 8 (Fin. Flr. EL=64.6) 8 m � Z CONCRETE SEPTIC SYSTEM t • - r n ELECTRIC _ Z � SCDHS REF.No. CIO-17-0010 _� C7 so.o' 1 PAN WELL G7 (n A B Re BOLLARD N ❑PIT SEPTIC TANK 39'4" 33' f` o o (ABANDONED) O a N 2 LEACHING POOL 24'3"499" Z O CONCRETE O N v \ CONCRETE UND�ER a 1) 1,200 Gal. Precast ST. with Traffic Bearing cover RCA ROOF OVERI�ANG \ / 1) 8' Dio.x 12' Ef. Depth. L.P. with Traffic Bearing cover Gi RCA i-✓ ORIGINAL SCDHS REF.No. C10-97-08 STORM DRAN/ OOi DRYWELL RCA 0 a X x x x x x O C) Ti o r'a r r 1 ,0 —G G S32'23'25"W M s' r�"c x x x x x x x x x x x x x m' x x -'re CHAIN LINK FENCE X X X X X x X —g��1 694.10' z m i�� i _ ` r i YOq =w a N Tl C �0, � s � r._. - ��, r� TOWN OF SOUTHOLD � 9. P �` i} .• � �M� �.� � T i NO WELLS OR CPS WITH 150' R7 "C , x, G-!05 r- e =MONUMENT N.Y.S. LIC. NO. 49618 ANY AL 7ERA 77ON OR ADDI77ON TO THIS SURVEY IS A VIOLA 77ON PECONI C U'R VEYORS, P.C. OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. (631) 765"15020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ELEVATIONS REFERENCED TO M.S.L. P.0. BOX 909 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR AREA=5.0000 ACRES 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 ��—��� r � N '� Ili ( ( i 9 s� ,Q �b v N/0/F JOHN d 5U5AN DR05KI5K1 51TE PLAN BASED ON , PROPOSED V�IORK: �\ ER05ION CONTROL MEASURE: °�v \ COMMERCIAL BUILDING OR16INAL SURVEY BY: o •CONNECT THE PROPOSED SEPTIC TANK TO THE OUTLET OF THE PROPOSED WATER METER _ I INSTALL 51LT FENCE A5 SHOWN. FENCE SHALL b2 63.1 ?gg' q O PROPOSED WATER SERVICE 15LAND / I ---� ----/'_--- - 5/ '' WELL 150'+ N PEGONIG SURVEYORS, P,G. ° Not INTERNAL WASTE PIPING FROM PROPOSED BUILDING. /Ti �Q T f ( BE MAINTAINED THROUGHOUT DEMOLITION / I. 3: 6Q 56.6 1230 TRAVELER STREET or •• PROP05ED SANITARY OUTLET PIPING SHALL BE CAST IRON AND '�' ::5OU� ; � • W M L J �y SOUTHOLD, N.Y. IMI u o o ALL PROJECT FROM THE BUILDING FOUNDATION A MINIMUM OF CONNECTION POINT �" CONSTRUCTION PHASES AND REMAIN IN WORKING . . IV ' ' '- p _ d, of N.Y.C.& Island 5H q/ alq O'� N � I // i e, CONDITION UP TILL PROJECT COMPLETION �. • .\ � . _ �. EXISTING U/6 POWER/COMM GABLE TO STUB UP NEARBY 631-165-502'O "� `r � 24" IN LENGTH. `/ C ,� o d 600-272-44801 611 T 62 h �� . . \ ILL �W ILA PANEL. UTILITY SERVICE PERSONNEL 631-765-17g1 FAX - - _ CN •• INSTALL GLEAN OUT AT BUILDING FOUNDATION. CONNECT A 4 / o 5H O EXI5TIN6 LINES AND PROVIDE A MEAN5 SURVEY DATED: 04 13 2010 GLASS 2400 PIPE(5DR) TO THE OUTLET END OF GLEAN OUT '� 540,5 .0 EXI5TING UTILITY POLE W/EX15TING U/6 5ERVIGE 51TE EX.ASPHALT J 0 O www.dignetnycll.com or t' wwrv.ca11811.com(forotherstates) W PAVEMENT �OF CONNECTION (JUNCTION BOX PER CODE) FOR THE LAST REVISED: II-04-2010 •INSTALL NEW SEPTIC TANK(5.T) �' Z�CURRENTLY PROVIDED TO EX,OFFICE TRAILER. LOCATION PRDF05M MODIFICATION TO EX1511N6 639 b .Ib li ¢ ¢ --•- 5 . (5ERVIGE TO BE REWORKED TO PROVIDE POWER TO REMAIN CONTINUATION OF 5ERVIGE LINES TO PROPOSED BLD6. ° " ° By law,excavators and contractors working in the • REMOVE DOME FROM EXI5TIN6 LEAGHIN6 POOL. INSTALL 2'H RING � 5 53. I �` SANITARY SYSTEM. / �' �• five boroughs of New York City and Nassau and " AND GOMMUNIGATION5 TO PROP05ED BUILDING) Suffolk Counties on Long Island mustcontact ON TOP OF EXISTING 12 H RINGS. INSTALL 8 H TRAFFIC BEARING � I I � (MEETS MINIMUM GONINERGIAL SYSTEM REQ'MT5) .4 3. OWNER: � 0 4; 52.4 .3 ''�' '0 NORTH FORK RECYCLING S DlgNet,t-800-2724480or811,atleast48hours W 53.0 � I 1 � INSTALL: / � � I PROPOSED ADDITIONAL ASPHALT(SOa 5F� but no more than to working days(excluding 5LA5 ON 1414 RIN55. EX15TIN3 5I6NA6E TO REMAIN \ `: _ to .-t ;•--• +53.0' REPUTED LOGATION OF I l • 1200 GAL PRECAST SEPTIC TANK / 6 8: SAWGUT EXISTING PAVEMENT PRIOR TO ° mekends and legal holidays)priorto beginning any • PIPE INLET AND OUTLET INVERTS PER'MODIFIED SANITARY 5Y5TEM -----" ---�---- ---------r--------'-- ---+ ---------- •� r , / 4\ �- 4, 56•q z t� „�„ eechanizeddiggingorexcavationworktoensure EXI5TIN6 WATER MAIN - underground Imee are marked.Excavators and ENLARGED PLAN',THIS DWG. PROPOSED I" RPZ IN HOTBOX ON P.G. 5 1 8 mx5'DP,4 EFF.DEPTH INSTALLATION,SEE DWG,5P2 FOR contractors can also submit locate requests on-line, SLAB,FOR INFO.SEE 'RPZ PLAN' •� - � � I � USE/MODIFY: / � � _ � � NO RIGHT OF WAY `" z � `" ' _ _M �, f;:'� s. �. RESTORATION DETAIL ~ through ITIC.If you do not currently use ITIC, r /r2. ,6 W ��9 Y�1 , • EXISTING Skl2'EFF.DP.LEAGHIN6 POOL _ �b +U' ? b.� EX15T WITHIN 500 FT please call 1-800-524-7603 for more information. + /. �. i�i, of ADD 2.014 x SAm RIN6 ON TOP OF 6 .q •65. OF PROPERTY ' t/1 MAINTAIN ALL REQUIRED SEPARATION ¢ i'" For safety reasons,homeowners are strongly ABANDONMENT BY REMOVAL- 4 •' ' ' '// N e,7, EXI5TIN6 12DV DRAINA6E RIN65 � �- � � � 64.4� �T' '��5 DISTANCES WHILE INSTALLING PROPOSED p.'.'. . 56.3 Bc el •+64.9' \ 58.1 encouraged to call as well when planning any type v t ,nx�a,n •• INSTALL 8'FI x Sm PRECAST SLAB COVER of digging on their property.Homeowners can EXISTING SEPTIC TANK TO BE ABANDONED BY REMOVING ALL RESIDUAL SEWAGE WASTES WATER SERVICE 54.3 8 ti. . . Q I a O ° tt ) j g 4� contact us directly at 1-800-272-4480 or by calling �r .h .� OVER MODIFIED 13AH LEACHING POOL �q• gp, - EROSION CONTROL MEASURE: t- ,•N•, 811,the national call before you dig number.For BY A LICENSED WASTE HAULER,REMOVING THE ENTIRE 5TRUCTURE(5),BACKFILLING WITH . .(if ...521 '- �`a''; ! I Pao • INSTALL G.O.6 BLD6 FIND ? ' 4 •.•WATER, GE'LINE.'\' `� O �"' - W excavation work completed on personal property,k SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY COMPACTING. EXISTING 5TORM DRAINAGE f = to„��3:,, �� '� ! ,µ INSTALL 51LT FENCE A5 SHOWN. FENCE SHALL BE i �_ '' ;+ INSTALL 4V PVC,5DR 35 PIPE(T kb) :`',�9' �0 TO BE AI3 LEAGHIi16 POOL,TOG = EL 52.5' ., / a 6 .a . . . . . . . . . MAINTAINED THROUGHOUT DEMOLITION / ' o - Isthecontractor'sresponsibility-NOTthe h NO RIGHT OF WAY .�,,. 9 + 5 \6 p t- j homeowners-to contact DigNet Having utility lines 8'�x 8'DP TO REMAIN �. . . . k sner..•ce±House • SEE DETAILS ON DW6.5P2 bb.4 NOTE:LEACHING POOL DOME COVER TO BE REMOVED,I2H RINGS BELOW SHALL REMAIN 54.3 Caro, "Ir;;, f,.' 1N 0' marked prior to diggingisfreeofcharge. �.' EXIST WITHIN 500 FT 14& A. T � � 1�i1 s • 65.5 � � PROPOSED � �� CONSTRUCTION PHASES AND AIN IN WORKING H Ica bl.l . OF PROPERTY �4 �; T + LANDSCAPE AREA(2,62�5,F� CONDITION UP TILL PROJECT MPLETION ER05ION CONTROL MEASURE: wORE50URGE5 I/F NORTH �GK J. °_` LOGATI ON MAP: ` �Tti SEE 5HT 2 FOR INFO. ZONING INFORMATION: INSTALL 51LT FENCE AS SHOWN. FENCE SHALL BE (GOMMERGIAL BUILDING q NOT TO SCALE N/O/F NORTH FORK . . . . . . • . • • • , . . • • • . . 06 O O MAINTAINED THROUGHOUT DEMOLITION/ . . . . �'` NO 5URFAGE WATER5/WETLAND5 + �' + . . . . . . . . . . . . . \ \ o N o o N o RESOURCES INC. �- : r, WITH PUBLIC WATER) '� .•.•.5 ? .8 WITHIN 300' OF PROPERTY LINE (COMMERCIAL BUILDING WITH •. ` PROP. I + bb.8• ' ' ' ' • . . . \ • • c 2 cv LIGHT INDUSTRIAL LI CONSTRUCTION PHASES AND REMAIN IN WORKING CONTRACTOR 5HAM GLEAN(2) EXISTING DRAINAGE LEACHING POOLS 6i•2 p ICE AREA:abosF. 6 + +\ . bb.b. . . . . . . . . . . . . �. . CONDITION UP TILL PROJECT COMPLETION ALONG ENTRANCE OF 510E ON NE. AND N.W.51DE5 OF DRIVEWAY AT PUBLIC WATER) �p /, :• . �' o F LFL ®6525 b 52 LOT 51ZE: 40000 MIN / ' EXI5TIN6 STORM DRAINAGE , . F M 5 O 0 EXISTING: ±211800 S.F. (5.0 AG) j q ".2 LEAGHIN6 POOL,TOG = EL 52.3' THE COMPLETION OF GONSTRUGTION. y o" ' ' ' • • ' EXISTINC-7.ELECTRICAL F 4N �1 PROPOSED: N.G. + q' . �4` � b'4)x 8'DP TO REMAIP! NO RIGHT OF WAY �/ �`� -I GA. ,y bq3 �A 5 bib OR FY°�S EXISTING PWR/GOMM 5ERVIGE SHALL BE ` ( / RETIRED ' PANEL TO IN FSo 015GONNECTED FROM THE EXISTING 58 I T 0 ery /OI P M\N -'�� `Q �� + + TESTW i.6 'e- \ f b2.3 �Nri EXI5TIN6 POWER/GOMM. 5ERV. TO BE REWORKED/REROUTED TO EX15T WITHIN 500 FT :, h _o• EL E STING - r OFFICE TRAILER AND PARTIALLY 1 .� G _ . . . �+ + +/ + + " 'bb.� . LOT WIDTH; 100 MIN 1 ��_'�� �5. 'STUB UP' IN LOCATION NEARBY EX. ELEGTRIGAL PANEL. INSTALL "` SD�� OF PROPERTY �<`�' -I + PROPOSED \ f ABA ONED WELL.PIT (� r ABANDONED TO THE EXTi:NT INDICATED 1 f� e, t + o. .�� 0 EXISTING: 30q.33 v O , REQUIRED SPLIGE/JUNGTION BOX FOR INTERMEDIATE CONNECTION � o �' ' � s.T.`�. + � � (Vz STY STEEL BUILDING"" + 3Fx•PK PROPO5ED: N.G. s . .53.'v' �''• .. �. Cy - PROP:LANDSCAPE SCREENING: L�J m c FOR CONTINUATION OF PROP05ED POINT. FOR CONTINUATION OF POWER/COMM. 5ERVIGE LINE \ 0, TL. AREA: 6g60 S.F. 0 -- 6 _ \ + + 5 03) 6 H. D AMERIGAN ���viTAE � � a o � I"P PUBLIC WATER SERVICE LINE SEE PARTIAL 51TE PLAN(THIS DWG) s� 6 PROP05ED + s F.FL.EL. ® b525 1 ' '". . . Q. /�� N �- m BOTANICAL:�THUJA LOT DEPTH;150 MIN 6 . . . . I rn �. . .' '. 56.6 PROP. I STY a. . . � SEE PARTIAL 51TE PLAN(TH15 DWG) o. 644 LANDSCAPE AREA (1,58b S.F.) (NO BASEMENT) OGCIDENTALI 'NIGRA' . Q a' EXISTING: g05.41' ICE AREA 96o SF. . . . . 05.1 b .o �A I X Ui *-i PROP05ED: N.G. / 3 "� "' EXISTING ELEGTRIGAL !` LH.U 65 25 SEE SHT 2 FOR INFO •' PLANT:.5'TO 6•'OG'5PAGIN6' d m EXI5TIN6 TEMPORARY 5TORAGE y33 JANEL TO REMAIN ,6A2' Sb'/LF._ / \ 65.164 0 / SEE PLANTIN6 D DH6 5P2' ,ry U o C. 0.09 MIN DROP OF.63 34 , TEST HOLE i. ' / / / 0 �„ Lt u� o TRAILERS /BLD65 TO BE REMOVED PROVIDE 5 R P.G. WALK(4615.FJ, FRONT YARD 5ETBAGK;_' MIN 6 �63.0 ! GONDmoN) - GD b ® PROP. (Y STY bb.l Q h �/ EXISTING: llq.l' (STORAGE ITEMS NO.I THRU No.l2) / 2 r N/O/F JOHN d 5U5AN DRo5K15K1 / SEE PVMT DTL, DWG 5P2 HEATED WAREHou�f AREA: e O EX 5TING PROP05ED: 58.1' 64\ O; 561 GOMMERGIAL BUILDING W� 63.5 4,bbO S.F. / A �N� /- XP/ `� / PROVIDE 5TRIPIN6 FOR 11�STY. . . . . ' �p 9.0 Ffl.EL.®6525' 0 � 2 PROPOSED I"IODIFIGATIOH TO EXIST. SON.SYS.: Z�,' \ WELL 150'+ N��6N�R EXI5TIN6 (OL.P.1 2625®Y," \AQ PROP05FD PARKIN6 SPACES SET o°o• '�. / r • E.X. 1,000 6AL. HEAVY DUTY 5EPTI0 TANK .� � �C� � 1 � LF.=656 = / ' 510E YARD 5ET13ACK: 20 MIN +64q Qj; 644' ' ' ' ' ' S=1 ' 58.I �FtZOW NEIGHBORING HELL \` 055'MIN DROP ON EXISTING ASPHALT PAVEMENT. . '° r •• TO BE ABANDONED BY REMOVAL •t•; . . . . . \. 5� ro = ��•.::: F'P-'�-•®�'� EXISTING: 55.1 EX I LL ADb. o oFe I �� ` / �� SEE HG PARKING DTL, DW6.6 Pl r •• SEE BOXED NOTE FOR 5CDH5 REQ MNTS � 5 . . � �5 � w H �(Lr PROPOSED: 1g.g .. SEE PARTIAL SITE PLAN FOR NEW SEPTIC bb '�. �5 . \ S h��iERSERVlGE�INE"• - I 05.T.�IF.62.19 � / •• � ® .; 1 / bl.l .�SST 3b5. O BE .I. . . . . . • IE bl.g3 � Ol 51DE YARD 5ETBAGK CUMULATIVE: 40' MIN TANK .:' �'�i N EXt571NG ' ' 6 \,8 I4/ vow b .I yo + R P D+ T INA ESYSTEM E.X. 8 xl2 EFF. OP LEACHING POOL �����J' EXISTING. 248.0' �T�� G8. ELECTRICAL PANEL c WO/F PRIME PURVEYORS OE 2 2' `� EXISTING EDT B+UI ING ROOF RUNOFF - •• REMOVE EXIST. GONE COVER 67;2• �ST� � 64�REMAIN y4/N COMMERCIAL AND RESIDENTIAL \ k�' 4 ASPHALT PAVEMENT 6 .q q 66 bb.o + R VD ( $'W D. STORM DRNG PROPOSED: Ibb.l s �o,����v�:o ° '� : ' ' : ` LEGHIN POU NNEGT A5 SHOWN, v •• SEE PARTIAL 51TE PLAN FOR NEW SLAB T 6 8 To REMAIN EX.P.G. s � gy . b i / /.• \ Fo SLAB TO 6 + m REAR YARD SETBAGK: 10' MIN s�' � �'a .ro,. :1 x19T1 ' : '.:.:.:.... PROP05ED DUMP5TER AREA ON F 6 e1 MAINTHAIN ALL QD SEPARATION 015TANGE5 //�� � S) :•Q 80 \� F l��h/' 623 v�r 4 r o REMAIN �5 �+ + + EXISTING: 5418' / i .. b .0 �' �r :¢> ��' �k� l .'. . .' �:. / .'\3ANDONE MODIFIED SON. S 1 ►J. ��' EXISTING ASPHALT PAVEMENT \ �n,�r 2� 4.q Q 2" + � wEL PIT. . . .6A. . . . . . 6 .4 SEE DETAIL,DWG 5P2 to LRO510N TROL MEASURE: PROPOSED: 566.0 � � EXI5TIN6 y�o . . . . . . . . . .` 64.8 + + 1 EXISTING OFFICE TRAILER 3 .\ : P.G.5LAB TO RECEIVE 6.5 b'S'I'. . .'•'.'.', b. 63.5 o' 65.i /+ PROVIDE- T PROTECTION FOR ALL OPEN LANDSCAPE AREA REQUIRED: 25� 4450 5FJ TO BE REMOVED #{41 � �Sc; �(1 PROPOSED BUILDING 65� X,RETIREDST.WELL' .r. Ix 55 ENLARGED PLAN / 63.8 \ \ �. • / �q (SEE PROPOSED PARTIAL . . . \ + + + O GRADE. SEE DTL„ DWG SP2 - Q (� EXISTING: i2156� (f46,%O 5.FJ b 4 \ ?p 1 EXI5TIN6I' �� \ \ + + + + + n�� ('{) PLAN,THIS DWG.) 1' LL PROP05ED: t25.08q 054,614 5F) NO SURFACE WATER5METLAN05 / TEST 1 ABANDor ED wELy' �0 4 6� \ / C WITHIN 300 OF PROPERTY LINE 63� ®HOLE a F v W to AXIMUM PERMITTED DIMENSIONS: / �``� EX15TINO a h� F EX GONG / 20 10 0 20 40 �� �v \ \ 6 .2 + + 2 X M o �. . . . . . ./. .. ( 6RAPHIG SCALE 1 - - 3 \ �� ASPHALT PAVEMENT 65.1 �' TO BE / 20 0 v \ 63.8 + + LOT COVERAGE. 30q MAX(65,340 SQ.FT.) NO RIGHT OF WAY / �� TO REMAIN, +65.I' 6 •q �� � / b/ b . / �� 60.5 0=�`, \ H W UL EXISTING LOT: 2.15% (4614 50.FT) EXIST WITHIN 500 FT • e v �v EXISTING �r �. . . . . PROPOSED X Z �. 65.E ,i O PROP05ED LOT: 3.20% (6,gbO SOFT) OF PROPERTY 64.3 6 5�j!` 15' / SANITARY YIELD GALL: b,w Q LOCATION FOR 65.3 �� + / LAN05GAPE AREA (3,,448 5.FJ, I RGA 5TORA6E 0 + I' . `\ �_ / `` SEE 5HT 2 FOR INFO ED � Q ALLOWABLE FLOW(DENSITY): ° MM BLDG HEIGHT: 35 FT. MAX •4 v b 6 e� 63.I \ ��� + F��-1 EXISTING LOT: -12 6 •4 1 \ b 6.4 GROUNDWATER MANAGEMENT ZONE: IV + � ✓ •8 \ ALLOWABLE FLOW FOR 51TE = 600 GPD/ACRE 4� ee + l 'S NO RIGHT OF HAY . W PROP05ED LOT: 125' \ \ /q� , �° PARTIAL SITE PLA �° + j . I• • bb.0 EX15T WITHIN 500, FT L- DY b5. TOTAL 51TE AREA = 5.0 ACRES(211,800 5Q.FT� v NUMBER OF STORIES;2 I/2 MAX. / 4 \6 \ I / n + ° \ \ ° . . . . OF PROPERTY' O �. ' ��� v� \ �b .2 1.2 (600 6PD/AGRE)(5.0 OGRES) = 3p00 6PD ALLOWED v y w'.. . . . .. . . . J EXI5TIN6: 1 5TY �o b0 Ex15TIN6 637. px, }/ w PROP05ED: 11'2 5TY \�= . .�. w`� . 5 LOCATION FOR \ 65.3 ����� / 5ANITARY FLOW GALL: 30 15 O \ 30 60 O �/ m RGA STORAGE \ 6RAPHIG 5GALE I = 30'-0'\ / FOR PROPOSED LIGHTING PLAN `p .b 63.1 a o PROP05ED BUILDING AREA(6,g60 5.F.) BREAKDOWN: \ . . . . . . . . . . / / SEE PARTIAL SITE PLAN .: : 1 ': 6.0 OFFICE AREA: q60 5F bi. bi.3 \ SEE DWG Nro.2 . . z� 2, .'J �� • 6� HEATED WAREHOUSE AREA: 4,860 5F TEST HOLE v \kOR WORK IN T S A A. . . . . . . . . }/ �-6,000 S.F. W BY. YOUNG AND YOUNG 1 w} 4�� \ ' 'HIS DWG) OPEN SPACE AREA: 1,140 5F DATE: MAY 23, lggl 62 q .0 �° br \ 6 �o� PLANNING BOARD GOND I TI ON5 OF PARKING GALLS: FLOW RATES: SITE PLAN APPROVAL: v° �} \6 }� ' GENERAL INDUSTRIAL = 0.04 6PD/5F RESERVED Z -"NO PARKIN PARKING REQUIRED ON SITE PER TOWN CODE: ENGINEER: EL.b5.5 6ROUND LEVEL 0 643 ¢`� \ NON-MEDICAL OFFICE 5PAGE = 0.06 6PD/5F 1. All trucks must use the designated truck route NO a� ANYTIME' 5 N BROWN LOAM - OFFICE; I SPACE / 100 S.F. OF GR055 FLR AREA ': ti° �o o �.q for this site, which runs between the site PARKING F NE (OL) b 1T61.1' v \ }/moo H. .P ING 5I6 WAREHOUSE; 15PAGE / 1,000 S.F. OF 6RO55 FLR AREA q60 5F X 0.06 6PD/5F = 51.6 6PD FLOW driveway and the signalized intersection of Q AIL TF'Is r1 EL.64.0' 15'BELOWGRADE °Nc v }��w� NO RIGHT OF WAY bo00 5F x 0.04 6PD/SF = 240.0 GPD FLOW GR4& and Gox Lane. Truck traffic to and PARKING 9 FINE TO GOAR5E 3 <<r v� 2 1} 150,53' �� EX15T WITHIN 500 FT from this site is prohibited to travel over - PROP05M OFFICE AREA: P o TOTAL 51TE FLOW = 2g1.6 6PD p ANY q60 S.F. / 100 S.F. PER 5PAGE = 10 SPACES * 9 SAND(SP) /. � / �'�°NC �M,�/ ��' EXISTING /. ���' OF PROPERTY g p '.„'°` r i r (� Oregon Road except Circumstances that ( ( , RGA STORAGE �I �v�LOGATION FOR SEPTIC TANK CALCULATION: require it. �� TIME v `•may PROP05ED WAREHOUSE AREA. !'ry;�i� w 2glb 6PD X 2 = 5g52 6PD ii. The permlttee shall only accept construction m - 63.3. ro °Nc b0. NO SURFACE WATERS/WETLANDS " ' " " " 6;000 S.F. / I,000 S.F. PER SPADE = 6 SPACE 2 `� 6I. RF Wq bo.3 r SEPTIC, TANK CAPACITY REQUIRED = 5g52 6PD and demolition debris as defined 6NYGRR I_ g-0 1 8-0 I 8-0 I 8-0 I EL.405' -25.0 BLW 6RD 3 • Mq/4 l� 6 .4 . . / WITHIN 300 OF PROPERTY LINE Part 360-I Z(b)(38 and non- utres by P� NO PARKING �- '3 (KYS.DA.Tj TOTAL PARKING REQUIRED = 16 SPACES }66.7 LEACHING POOL CALCULATION: wastes such as tires, furniture, carpeting, ANYTIME 516N TYPICAL PARKING DETAIL A F NO WATER ENCOUNTERED �.' / f' 9 (SEE SITE PLAN FOR LOW NOT TO 5GALE NOT TO 5GALE E S S\0 HIGHEST EXPECTED GROUNDWATER h�� �/ 2glb GPD / 1.5 6PD/S.F. = Ig8.4 5F REQUIRED appliances, scrap metal, and machinery) at the PARKING PROVIDED ON 51TE = Ib SPACES PER 5.6,WATER MONITORING WELL 60•5 // \ SIDEWALL LEAGHIN6 AREA REQUIRED = W3.4 5F facility in an amount that does not exceed HANDICAPPED H.G. SPACES REQUIRED (OF TOTAL)= (I SPACE) JEFFREY T. BUTLER, P.E. No.5323Q0.1 15 EL.10.26'(?JAVD2q) b 1 \ _ _ 2q0 cubic yards per day. PARKING 516N - 6�'� 58.4 - `O EXISTING 51TE DRAINAGE GALL.: y p 58.4 A } PROPOSED MODIFICATION TO ill. The permlttee shall not store more than 1,200 NOT TO WALE Q EXI5TING f ,ti° / }/ VOLUME = AREA x RAINFALL x COEFFICIENT EX15TING SANITARY SYSTEM cubic yards of solid waste at the facility at ' LOCATION F R - / AREA = 5URFAGE OF RUNOFF ORIC71N (50.FT) (MEET5 MINIMUM COMMERCIAL SYSTEM R.EQ'MT5 any given time. C1-� RGA STE �/ RAINFALL = 2" = 0.161' ) iv. The ermittee Shall limit operations at the PROPOSED SITE FLAN: EQ •.•.•f / 51.5 �- � INSTALL: p p i- 5e- 58.0 / GOEFFIGIENT OF A5PHALT = I.0 . 1,200 GAL. PRECAST SEPTIC TANK facility between the hours of 8:00 AM and 51TUATE AT: O a / 1 5 .4 .' 4.1 COEFFICIENT OF GRAVEL,DIRT,RGA = 0.40* 6:00 PM, ' .. '/ a •• 8',PX5'DP, 4' EFF. DEPTH Monday thru Saturday. An attendant 8415 COX LANE GUTGHOGUE,NY o> * lfl a° a bo. / Q�/ 2 BA5ED UPON 5UB6RADE OF FINE TO GOAR5E SAND /MODIFY: shall be present during all hours of operation. TOWN OF SOUTHOLD 11/ /,� z 6 51.0 56.1 `' EXI5TIN6 5'XI2' EFF. DP. LEAGHIN6 POOL v. The permlttee shall maintain a fence around SUFFOLK COUNTY, NEW YORK v u- EQ v�' 58. } EXI5TIN6 DRAINAGE 5Y5TEM No.l the property and a sin at the entrance that 5GTM NO.: 1000-83-03-043 z 1-; INGLU51VE OF: of REMOVE DOME FROM EXI5TINN LEAGHIN6 POOL Indicates hours of operation, and the es of EXI5TIN6 WATER SOURCE: PRIVATE WELL TO BE ABANDONED Z Q •• INSTALL 2A H X 8.0 m RING ON TOP OF EXISTING P �p W A5PHALT DRIVEWAY ENTRY = 4,000 S.F. r waste accepted and not accepted. PROP05ED WATER 50URCE: PUBLIC SERVICE \ I�_ •. a: • • EQ ��� INSTALL L i5i 6E�RINGS vi. The ermittee shall control nuisance at all TOWN ZONING: LI (LIGHT INDUSTRIAL) O ng P INSTALL 8 H X 8 m PRECAST SLAB COVER OVER P � � rI>� 3 ,o E � g � � Z_ O � OO Z � I 4,000 5F x 0.161' x 1.0 = 661 GU.FT. •• MODIFIED 13.0'H LEACHING POOL times which include, but not limited to, odors, 6ROUND WATER MANAGEMENT ZONE: IV �_. -;rn W a, a a J Ex15TING EXI5TIN6 DRAINAGE STRUCTURES PROVIDED: dust vectors, noise and windblown litter. FEMA FLOOD ZONE: N/A sn ti ° EI °, �' v 55.6 '� • INSTALL G.O. ® BLD6 FND E E- I C- / � �� LOCATION FOR EXISTING MONITORING 2 - 60 X l2' LIQUID DEPTH = " DATUM: ELEVATIONS AND TOPO REFERENCED TO M5L W sl 3 S ° •° 1164 ° ~ J (n � 0L STR / \ RGA STORA6E WELLS ON NEIGHBORING •/ INSTALL 4 m PVC, 5DR 35 PIPE (lYP) N C 615.84 GU.FT. OF VOLUME PROVIDED • SEE DETAILS ON DWG. 5P2 �' �' � `J C, 58. _ 1'.'60 � � PROPERTY �, � � � bw � ed +; a (� {„' � \ FlO 5.q \ o 'b r 52 /y c' /� 51TE DATA: EXISTING: PROP05ED: to q o �, iv a L) > W I 9F f 50 c. . . y +55.05 EXISTING DRAINAGE SYSTEM No.2 .A ' o W y�/4 S . / `o�• / \ 5 INGLU51VE OF: AREA OF 51TE: t211,800 S.F. N.G. 1g .�, < I,.� Z O (5D AGj N.G. c :a 56.b / ' /, EXISTING GRAVEL/RGA = 151,g00 S.F. OREGON ROAD BUILDING, AREA: E I 4 'a � A � J 8.4 / ` 54.4 / .6 EXIST. ASPHALT DRIVE MANEUVERING AREA = 24,500 S.F. : OFFICE TRAILER 644 S.F. TO BE REMOVED o �' A `�' .a � �L 4) w O / s4` PROP05ED ASPHALT = 50q 5.F. TEMP 5TOR No.l 2&0 S.F. TO BE REMOVED c: l °�y a ��, m 0 O H LL X # J N LEE: ING I CO. 54. / PROPOSED` .. / APPLICANT: , NO DULDIN65 AND TEMP STOR Not 248 S.F. TO BE REMOVED B Q �Ir. E 'ti ,; co pne�/c yOS� 1.. . . . . . . . .'.'.'. --5TORMWATER CONTAINMENT AND MORTON BUILDINGS 151,g00 S.F. x 0.161� x 0.40 = 10530 GU.FT. 2 00 'of PROP.THIN NE TEMP 5TOR No.3 312 S.F. TO BE REMOVED o � .5 '� g tr a 1- O RECHARGE AREA t S 25pOq S.F. x 0.161 x I.D = 4,111 GU.FT. /`% ? COMPERGIAL RENTAL TEMP 5TOR No.4 312 S.F. TO BE REMOVED Ci ci LL o 0 .��. 3 B = 0 � T3 O lf) 223.,5 COX LANE UNIT No.4 STORAGE REQUIRED: 14101 GU.FT.VOL. � ' -- a' •"� ca � N \ 111,310 50.FT. / Gl1TGH000E, NY IIg35 vrELt INs TEMP 5TOR Nos 232 S.F. TO BE REMOVED A 0 t Q. ,ram p In - - �\ STORAGE VOL.: t21500 GU.FT., 631-134-4060 NO BULDINC75 AND ITEMP 5TOR ��'n�~i a' c `� �'� C t) Z STORAGE PROVIDED IN STORMWATER CONTAINMENT TEMP 5TOR No.� 5F.F TO BE REMOVED �j D c� a o a� �' 51.3 AND RECHARGE AREA - �1,500 CUPT. STRUCTURES WITHIN u� ' Zoo'OF PROP,LINE :..I..: r: ,:' J5E:______--I TEMP 5TOR Nob 512 S.F. TO BE REMOVED j �. �, i i, ^� c�• • U I- Z NO RIGHT OF WAY \ o �i �, �, N ti �, �_ a? EXIST WITHIN 500 FT �' �'• LEG END: U56 5TORASE-� TEMP 5TOR NoA 324 S.F. TO BE REMOVED I > o y w W OF PROPERTY \.. ° a z •9 ,b .; UNDERGROUND LINES -� W � - o TEMP 5TOR No.lO Ip42 S.F. TO BE REMOVED cis ~ \ TEMP 5TOR Noll 158 S.F. TO BE REMOVED c, 02 °� a >, ° = ` U < A M 'b M� TEMP 5TOR NO.12 12 S.F. TO BE REMOVED == e° °' -d Do A � aa� am 1 r' (� WATER SERVICE PROP05ED DRAINAGE GALL: Q a:OFFICE � ME:DKUINe � � � a �^,� .; NO SURFACE WATERS/WETLANDS F� NO BULDIN65 AND n METAL- BUILDING WA b,g60 S.F. a) a WITHIN 300' OF PROPERTY LINE ^4'M/ SONS q '. . STORM DRAIN - so so sD- VOLUME = AREA x RAINFALL x COEFFICIENT 5TRUGTURE5 WITHIN a W c a S `� 14No �° \ �0 200'OF PROP,LINE EX. SITE BLD6 AREA: 4 14 AREA = SURFACE OF RUNOFF ORI61N(SQ.FT� ,6 S.F.5.F. b,g60 S.F. �A �E . SANITARY PIPING � 55 RAINFALL = 2" = 0.161' USE=0 LER BLD6 GOVERA6E: 2.15% 3.20� OVERALL SITE PLAl�T STORM WATER FLOW ARROW d COEFFICIENT OF ROOF RUNOFF = I.O NO BULDINGS AND �' 1 FIN15HED FLOOR ELEVATION FINFL.EL.= PROPOSED DRAINAGE SYSTEM No3 5TRUGTURE5 WITHIN ROOF AREA = 6,g60 S.F. zao'OF PROP.LINE AREA OF D15WEBANGE: 38bg8 50.FT. LEACHING POOL / � EX.SPOT ELEV. x6.0 ' O ,t b q60 5F x 0.161' x I D = 1,162 Gl1.FT. �' I°L W/OPEN 6RATE �. � EX.UTILITY POLE �T 115E WOBOM SPI 50 25 O 50 100 150 200 250 4 -&0 x 1' LIQUID DEPTH = KEY MAP: SGDHS REF. NO. 6RAPHIG 56ALE 1" = 50'-0" TEST HOLE 1,02.12 GUPT.OF VOLUME PROVIDED 5GALE: I" = 200'-0" PRIOR 5GDH5 REF. NO. CIO-cl7-00I SGDHS APPROVAL AREA: of 2 O CAST IRON FRAME AND 6RATE/GOVER N GAMPBELL 11112 G OR APPROVED EQUAL SEPARATION D15TANGE REQUIREMENTS FOR n A5PHALT CONCRETE - TYPE 6 5TORMWATER LEAGHIN6 STRUCTURES AND ° I N 36 MIN.LENGTH FENCE WOVEN HIRE FENCE(MIN. NOTE: o P05T5 DRIVEN MIN 16' 14 I/2 GAUGE W/MAX.6' o PIPING (OTHER THAN RESIDENTIAL): z Q 2 X4 WOOD FRAME EVER6REEN5 SHALL HAVE ASPHALT BASE.COURSE FINAL GRADE HORIZONTAL SEPARATION S O INTO 6ROM. MESH SPACING) THE SAME PIT AND BALL DI TANGES FOR STORM p r= o r'\� z :f;;`::.: 8"TRAFFIC DRAINAGE LEACHING POOLS: O o REQUIREMENTS AS MINOR / STONE BLEND BASE -a5% COMPACTION(STANDARD PROGTOR) % BEARIM,SLAB PROPERTY LINE = 10'MINIMUM `� N STAKE b'MAX c.ro c. TREE5 NO STAKING REQUIRED. \\`'\\ \\`J\` \i\\ \\\\ \\ \\`'\\`'\\\\�\y\\�\y\\�\\�\\�\\�\y\\�\\�\\� I5"PIPE DIA.MIN. I (WHERE BUILDINGS WITH CELLAR = 10'MINIMUM �- <.11 �/ I APPLICABLE) BUILDINC75 ON SLAB = 10 MINIMUM - 1%MIN.(AS REQUIRED) � N a FABRIC-� PIPE: I I WATER SERVICE LINEJLATERAL5/MAIN5 - 10 MINIMUM ° U _ _ _ _ UNDERGROUND UTILITIES = 5'MIN IMUM Q PAVEMENT 5EGTION (MINIMUM THIGKNE55) ENSITY POLYETHYLENE(HOPE) ® ® ® ® ( SANITARY LEAGIHIN6 POOL 0201NMIMN O HIGH D SIZE: n F REINFORCED DOUBLE STRAND #12 DR I T TO 5D CONN = ONO MIN I ® ® ® ® ® i CREASE TRAP = 20'MINIMUM W Z Q ASPHALT CONCRETE I y HE16H1 of RUBBER HOSE 2 WIRE TWISTED WEARING COURSE I I/2" sD C.ONN - 15'm MIN PUMP STATION - 20 MINIMUM Q FILTER PIECES ROOF LOR CONK= 4"m MIN I MANHOLE = 20'MINIMUM V- -T� =1111-lilt- I a � .� .. . ..�.. �v 1' � _ :� I �n v Ib'MIN. ASPHALT CONCRETE I ® ® ® ® ® 3 MIN. � _ I I-III' D M' z en BINDER COURSE 2 1/2 3'MIN. I ® ® I� ® ® PRIVATE WELLS = 50 MINIMUM ? =I I I I=1111 �,o o�c' m€ LOOSEN BURLAP SAUCER }}�� I RETAINING WALLS = 10'MINIMUM �n z " " STORM DRAINAGE LEAGHIN6 POOL NOTES: 1 ® ® ® U5 ® ® I WRAP STRUCTURES WITH FUEL STORAGE TANKS(BELOW 6ROUND) MINIMUM Z 3 9 Q �. y AROUND TRUNK 12 3"MULCH STONE BLEND BASE 4 1.COLLAR DEPTH 15 NOT REGV WHEN I ® ® ® ® ® I FILTER FABRIC0 DROP INLET BURIED FABRIC PER5PEGTIVE VIEW j MIN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. ® ® ® ® ® GEOTEX 351,BY PROPEX) HORIZONTAL SEPARATION DISTANCES F ORM U S 0-1 WITH GATE p �^ C 2.COLLAR MATERIAL SHALL BE GLEAN I DRAINAGE NON-LEAGHIN6 STRUCTURES: o FRAM 36'MIN.FENCE POST-� \ I- ARK(NlJ AREA GRAVEL ONLY. ® ® ® ® ® I WATER SERVICE LINES/LATERALS/MAINS = MINIMUM 3.ALL DRAINAGE STRUCTURES MUST BE 1 I `j U ® ® ® ® ® UNDERGROUND UTILITIES = V MINIMUMWRAP IC. �q �' PAVEMENT SEGTI ON 4 U5EP5DDIIA GORRIGUGTH FILTER ATFD HIGH DENSITY I® ® ® ® ® i GREASE TRAP= V MINIMUM o Q WOVEN WIRE FENCE(MIK 141/2 6AUGE W/ N ® ® ® ® ® PUMP STATION = 5 MINIMUM /-"- MAX 6'MESH SPACING)WITH FILTER CLOTH ° MIX 25Ai PEAT M055 / N NOT TO SCALE POLYETHYLENE MDPL)HEAVY DUTY PIPE FOR I® ® ® ® ® I MANHOLE = 5'MINIMUM l _ z TOP..54.I1:.::.': INTERCONNECTION OF ON-51TE STORM WATER I SANITARY SEPTIC TANK = 5'MINIMUM 2 l � FLOW (DO6WOOD5 AND LEAGHIN6 POOLS w 0 © r EVER6REEN5 ONLY) A.HOPE PIPE 5PEGIFIGATION(AA5HTO M-2q4) z I NON-RATEABLE g s _1 .� 0 o GATHER EXCESS UM715TURBED 6ROUND 6" IS" MIN. 6" B.INSTALLATION OF HOPE SPEGIFIGATION COLLAR MATERIAL SOIL rF■��■•I1 \"' iv VERTICAL SEPARATION DISTANCES FOR (ASTM 0-2321) 6ROUND WATER V DIAMETER DRAINAGE LINES: tL' N AT CORNERS I I COMPACTED SOIL p d r --�i --� SAWGUT AT WATER SERVICE LINES= 18'MINIMUM Ry,, G.WATER-TIGHT JOINT TESTING SANITARY WASTE LINES = 18'MINIMUM LQ EMBED FILTER CLOTH PLANTING PIT EXISTING 5PEGIFIGATION(A5TM D-3212) ( MIN. Q 04 �Cn I A MIN.OF 6'IN GROUND. U4- PAVEMENT (PENETRATION) GONSTRUGT I ON SPEG I F I GAT I ONS SECTION VIEW MINOR TREE5 I PAVING 4 1/2' I BINDER 5: D.GASKET SPECIFICATION(ASTM F-4ll) - - - RATEABLE SOIL H H b'RCA,4 I/2'BINDER COURSE � � � I. FILTER FABRIC SHALL HAVE AN E05 OF 40-&5. BURLAP MAY BE U5ED FOR SHORT SPEG'S FOR TREE PL1�NT1 NC MILLTO TOP 111/ , I WITH 1 1/2'TOP COURSE UNDERLYING SAND AND 6RAVEL STRATA 4 � _ TERM APPLICATIONS. PAVEMENT d U U 04 �� 2. GUT FABRIC FROM A CONTINUOUS ROLL To ELIMINATE JOINTS. IF JOINTS ARE NEEDED GONSTRUGTI ON SPEG I F I GAT I ONS 1. TREES SHALL BE AN APPROVED SPECIES,GROWN UNDER THE SAME CLIMATIC BLEND PV NEW I 4 TOPSOIL d SEED TYPIGALL STORM HATER _ _ THEY WILL BE OVERLAPPED To THE NEXT STAKE. I.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE Po5T5 WITH WIRE TIES CONDITIONS A5 THE PARTICULAR SITE. THEY SHALL BE OF SYMMETRICAL LEACHI NC POOL (5D) DETAIL PROVIDE � 12 ' USE: HEAVY DUTY,WATERTIGHT,INSECT-PROOF > �' ° m 3.STAKE MATERIALS WILL BE STANDARD 2 x 4 WOOD OR EQUIVALENT. METAL WITH A 6ROWTH,FREE OF IN5EGT PEST AND DISEASE,SUITABLE FOR STREET TREE USE. ..••............................................ 7 - ADJUSTABLE AND LOGKING CAST IRON FRAME AND COVER A OR STAPLES.Po5T5 SHALL BE STEEL EITHER'T"OR"U"TYPE OR HARDWOOD. 2. THE AVERAGE TRUNK DIAMETER MEASURED AT A HE16HT OF 51X INCHES ABOVE NOT TO SCALE u� ? i 0 ,c i MINIMUM LENGTH OF 3 FEET. W TO BE SET AT FINISHED GRADE OVER EACH OPENING(TYP) 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE THE FINISHED GROUND LEVEL SHALL BE A MINIMUM OF THREE(3) INCHES. W W y y CAMPBELL 102 G OR APPROVED EQUAL LU 4. 5PAGE 5TAKE5 EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS 3. ALL PLANTING SHALL BE DONE IN CONFORMANCE WITH GOOD HORTICULTURAL i`�i i N �' t _� ° -° FENCE WITH TIES 5PAGED EVERY 24 AT TOP AND MID 5EGTION. /\/\/\/\/ U) a INGHE5 DEEP. 5PAN5 6REATER THAN 3 FEET MAY BE BRIDGED WITH THE U5E OF . PRACTICE. THE FOLLOWING 15 DECLARED TO BE GOOD HORTICULTURAL i\�/\�/\\/��/ NOTE: ADDITIONAL GLEAN OUT SHALL BE PROVIDED FENCE SHALL BE WOVEN WIRE,12 1/2 GAUGE,b MAXIMUM ME5H OPENING. PRACTICE: //\\�/\\//\\//\�// IN INTERIOR OF BLDG,NO HOUSE TRAP SHALL BE ■ L- WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. •y / v , ; v /\/ /\/\/ 3.W IEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- (1) THE TRUNK SHALL BE WRAPPED WITH BURLAP OR KRAFT PAPER TREE WRAP /\\//��//\//\//��//��//\�//��//\\//�\//�\//��// PROVIDED PER IRG 2015,P3201.4 24 24 5. FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BAGKFILLED. IT LAPPED BY 51X INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X AND THE TREES BE STAKED WITH TWO / // // / /\//�//\//\//�//�//�//�// 20"MIN P 20'MIN 8 MIN TRAFFIC SHALL BE 5EGURELY FASTENED TO THE 5TAKE5 AND FRAME. (2) GEDAR POLES SECURED TO THE TREE BY MEANS OF WIRE THROUGH RUBBER i\\ \� \� \� MIRAFI IOOX 5TABILINKA TI40N OR APPROVED EQUIVALENT. / // // // // //\//\//\//�//�//�//�//, SUITABLE COVER n BEAIRING SLAB 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE GRE5T OF THE FABRIC, 4.PREFABRICATED UNIT5 SHALL BE 6EOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. HO5E5. (SEE PLANTING DETAIL SHEET) STOPPER TO 6RADE _ FOR OVER FLOW STABILITY.MAXIMUM DRAINAGE AREA I AGRE (3) ALL TREES SHALL BE TRANSPLANTED BALLED AND BURLAPPED,AND THE 5AWGUT DETAIL END�� 1 ----- - 5.MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN BALL SHALL BE AT LEAST TWO AND ONE HALF(2H' FEET IN DIAMETER NOT TO SCALE INLET z �. BULGES DEVELOP IN THE 51LT FENCE. (4) ALL TREE PITS SHALL BE BACKFILLED WITH TOPSOIL. ' OUTLET 4. ALL TREES LISTED UNDER(U HEREOF SHALL BE BRANCHED NOT LOVER THAN NOTES: MIN 4'DIA. I FLOW LINE `9 MIN 4"VIA. FILTER FABRIC 51X(b)FEET-WITH AN AVERA6E HE16HT OF 10 TO 12 FEET WITH A MINIMUM 1.FOR CLEANOUT(5)LOCATED IN SDR 35 PVG 6. _ 5DR 35 PVC, U.5.DEPARTMENT OF AGRIGULTURE US.DEPARTMENT OF AC-RIGULTURE SPREAD OF TOP OF 4 FEET. TRAFFIC AREAS,PROVIDE WITH PIPE OR NATURAL RE50URGE5 CONSERVATION SERVICE DROP INLET NATURAL RESOURCES CONSERVATION SERVICE SILT TRAFFIC BEARING FRAME AND EQUIVALENT °I a PIPE OR I EQUIVALENT m NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE TYP I GAL SEl^IER PIPE COVER PITCHED MIN. BAFFLE NEW YORK STATE 501L d WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL d WATER GON5ERVATION COMMITTEE 2.FOR USE WITH BUILDING ya IN/I FT I WALL I Q PITCHED MIN. EXTERIOR 30'ELBOW EXTEN51ON5/GONIEGTION5. T �° Ya IN/I FT �O GLEANOUT RIFLED 1 OY RAB LIGHTING WALL MOUNT DOWNLIGHT, FULL CUTOFF, CONCRETE DOME TOP X X X X FULLY SHIELDED LUMINARE - INTERNATIONAL DARK 5KY5 •r _ 8'CHAIN LINK APPROVED FIXTURE I m GRAIN LINK FENCE W/6REEN X FENCE W/GREEN X b"m STEEL PIPE Q PRIVACY SLATS PRIVACY SLATS LED INFO: DRIVER INFO: CONCRETE FILLED .o A , r'n ,; WATTS: IOW TYPE: CONSTANT CURRENT m X d PAINTED YELLOW I I ;.:"',':'` :'t} ' DOLOR TEMP: 3,000K I2ov: o.1A SEPTI G TANK - 1200 AA�L. � w COLOR ACCURACY: 53 GRI 20bV: 0.01A NOT TO 5GALE X Z W L10 LIFE5PAN: 100,000 240V: 0.06A PROVIDE PROPOSED COVERS_ � o LUMEN5: 576 2-11V: N/A In X O TOOL USE: HEAVY DUTY,WATERTIGHT,INSECT-PROOF NOTES: tl'3® 12'OL.Ew EFFICACY: 73 LPW INPUT WATTS: 12H ADJUSTABLE AND LOCKING CAST IRON FRAME AND COVER L GONGRETE TO TEST 4000 P.5.1 ® 28 DAYS < )�EDGE A ( IOk10'CONCRETE j \j\ � c • y __ -- PAD FOR EFFICIENCY: 83% TO BE SET AT FINISHED GRADE OVER EACH OPENIN6(TYP) 2. REINFORCEMENT MEETS A.5.T.M. A-b15,A-185 5PEG5 �'j = III I \\/�\\/�\\��\\��� r X DUMPSTER o X GAMPBELL 1182 G OR APPROVED EC1l1AL 3. ALL 5ANITARY PIPING TO BE 4"(P 5DR 35 PVC, LLI - VANLED I OY/PCS RAB LIGHTING LOW-•PROFILE VANDAL-RESISTANT FIXTURE FINISHED GRADE 4. ALL PIPING INSTALLED UNDER BLDG SHALL BED CAST IRON,AND SHALL REMAIN CAST IRON LEAVING THE BUILDING TO A DISTANCE OF 5 AWAY FROM BLDG PERIMETER. GOVER5 THE FOOTPRINT OF M05T TRADITIONAL CANOPY IMBED 1 ° _ =v9 ;,; 5. CALG'S AND DESIGN PERFORMED IN ACCORDANCE WITH 56DH5 5PEG5. MOUNTIM Imo_-�I 'µk - 4, „., -Y,.;:;,. L16HT5. GIELING MOUNT TO RECESSED JUNCTION WITH 24 PROPOSED CV • L2"SAND BAND X X s ! KNOGKOUT TEMPLATE OR DIRECTLY TO GIELIN6 5URFAGE. ') - 2m MIN CHIMNEYS " , - r. INLET ------ ----- `O FENCE EDGE BEAM 245 TOP d h __-- ___-- PROPOSED LED INFO: DRIVER INFO. fl #3500 CONCRETE TO EXTEND lo"MIN. BOT.CONT. I WATTS: IOW TYPE: CONSTANT CURRENT F 8'MIN TRAFFIC BELOW FIN.6RADE x COLOR TEMP: 3;000K 120V: 0.30A I-0 W/3 TIES® .. ..., MIN.410 5DR 35 PVC,PIPE � BEARIN6 5LAB I'-2•m 24't O.G. " COLOR AGGURACY: 72 GRI 208V: N/A OR EGIUAL,PITGFEDYe"P� ® LU 10 r PROP05M WORK: �----� PLAN V I EN � LIN FT MIN FINISHED GRADE `�;, L10 LIFESPAN: 100,000 240V: WA REMOVE DOME FROM EXISTING /� SEGTI ON Ac LUMEN5: 1,400 211V: N/A ®�®® LEAGHIN6 POOL. INSTALL 2'H RIN6 i, i i i i_�= =1I1=HIE 1I I-1 I I: BOLLAP,D DETAIL p G �f EFFICACY: IOq LPN INPUT WATT5: 13H ON TOP OF EXISTIN6 12'H RIN65. ENGINEER: 56ALE: N.T5. DUMPSTERS ENGLOSURE EFFICACY: IOq LPN �p INSTALL IN TRAFFIC BEARJN6 SLAB ~•`°~ I - • PIPE INLET�OUTLET INVERTS PER ALL WATER LINES SHALL BLDG. UNLESS 'C�O� T. g �O ��• SCALE: N.T.S. 'MODIFIED SANITARY 5Y5TEM " OTHERWISE BE 4-6 BELOW GRADE. Q to'-0' Calculation Summary o ENtAR6ED PLAN',THIS DWG. DIRECTED. �< * 9 Label Description GalcType Units Avg Max Mtn Avg/Min Max/Min Pt5w Pt5pcTb �' 3' MIN. °L ADJUSTABLE GURB BOX " _ '" _j �BINGHAM 4 TAYLOR w SIDEWALK 4-0" 4 4 GaicPts Slte Readings Taken at 0'-ON AF6 Illuminance Fc 021 4.7E 0.0 N.A. N.A. 3 3 } I COLLAR LU m o FIG. No. 4g01 BUFFALO 2 2 nW' N TYPE,COMPLETE OR s�. o ry I > APPROVED EQUAL. O OZ3 ` P + + + + o. RAB NOTE-5: *THE LIGHT L055 FACTOR(LLF)15 A PRODUCT OF MANY VARIABLES,ONLY LAMP a I CURB STOP MUELLER - LUMEN DEPRECIATION(LLD)HAS BEEN APPLIED TO THE CALCULATED RESULTS I H-15204 OF P.E. GONSTRUGTION EXPANSION JOINT + + + 8'DIA - PROPOSED I'WATER SERVICE JEFFREY T. BUTLER, JOINT EVERY 4' PLAN EVERY 20' + +Q + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �.� UNLE55 OTHERWISE NOTED. THE LLD 15 THE RESULT(QUOTIENT)OF MEAN LUMEN5 (GOPPER PIPE). APPROVED EQUAL. + + yo, + 6 , /INITIAL LINENS PER LAMP MANUFAGTURER'5 5PEGIFIGATION5. PROP. + Ll 4" POURED ICE AREA:q60 S. • . 'ILLUMINATION VALUES SHOWN(IN FOOTGANDLES)ARE THE PREDICTED RESULTS b'MIN. + + . . . . . . . . . . . . . . . . . . . . . . . . PENETRATION O „ CONCRETE 4. LR ®65.2 FOR PLANES OF CALCULATION EITHER HORIZONTAL,VERTIGAL OR INCLINED AS ? + + + + DE516NATED IN THE CALCULATION SUMMARY. METER ORIENTATION 15 NORMAL TO INTO A VIRGIN cn = SEE DETAIL 3 5EE DETAIL A o \ .O„ . . . . . . . . . . . . . . . . . . . . . . STRATA OF CD 2f0�. + + . . . . . . . . . . . . . . . . . . . THE PLANE OF CALCULATION. HIGHEST RECORDED GRND WATER I SERVICES I- ��.\ 5AND AND ZD CORPORATION STOP UELLER D _ " D _ ', D, ' D D 'D ' D ' D _ ' D _ D _ " + + O /qa + + . . . + THE CALCULATED RESULTS OF THI5 LIGHTING SIMULATION REPRESENTS AND GRAVEL (SEE PLAN FOR Q ` 'o + + + + + DESTINATIONS) lf� Q 0.11 I.0 -o' ANTICIPATED PREDICTION OF SYSTEM PERFORMANCE. ACTUAL MEASURED H-15000 OR APPROVED EQUAL PROPOSED BAGKFILL MATERIAL WITH APAG FULL BODY SUPPORT � � + 2 + �. RESULTS MAY VARY FROM THE ANTICIPATED PERFORMANCE AND ARE SUBJECT Z LL CD 12&� - 6 + + + 4 V'2" 5TY STEEL BUILDING + + TO PNL TO MEANS AND METHODS WHIGH ARE BEYOND THE CONTROL OF RAB LIGHTING, (GLEAN 5AND b GRAVEL) INSERT SERVICE SADDLE / 107. o + + o, TL. AREA: 6,g60 S.F, o ING. MODIFIED Z r 6" POROUS �- F.FL.EL. 6 65.25 • . • • • • • • • EXISTING WATER SERVICE Z m LU Q SECTION, A-A . . . . . . . . . • . . . SANITARY LEA�GH I NC POOL (LP) z o ° o MATERIAL (NO BASEMENT) MOUNTIN6 HEIGHT DETERMINATION I5 JOB SITE SPECIFIC OUR LIGHTING x } SIMULATIONS ASSUME A MouNTIN6 HEIGHT(INSERTION POINT OF THE LUMINAIRE loll- TER SER1�I GE DETAIL L z O EXISTING PROP. IY2 STY SYMBOL)TO BE TAKEN AT THE TOP OF THE SYMBOL FOR CEILIM MOUNTED NOT TO SCALE O -.1 = ((� I- " Yu JOINT ASPHALT PAVEMENT ^-OK- HEATED WAREHOUSE AREA: . . . . .'. . . LUMINARIES AND AT THE BOTTOM OF THE SYMBOL FOR ALL OTHER LUMINAIRE OL 2 SEALER TO REMAIN IA 4,860 5.F. MOUNTING GONFIOURATION5. N.T.S. O O o y4 RADIUS y4" 2.0 FFL.EL.®65.25' . . � v � ('f� LL IL 02 e 'RAB LIGHTING,INC.LUMINAIRE AND PRODUCT DE516N5 ARE PROTECTED UNDER U.S. �otwG I n'y I NST�LL�TI ON REQU I REMENTS FOR Z v C6 L < B AND INTERNATIONAL INTELLECTUAL PROPERTY LAWS. N O WATER 5ERVIGES W m o ' o - 0.5 PROP. IY2 STY (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY, APPENDIX 3) W \ 9 PATENTS ISSUED NA PENDING APPLY. • _ oo_ OPEN AREA: O 2.0 0- 1,14o S.F. INSTALLATION OF 5ERVIGE5--SUBDIVISIONS C. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT 15 UTILIZED I5 NOT Z o NOTE: _ ' D _ D _ ts� o.I B FRa.0 6625' -� B 8002�2 ��80 1811 INSTALL PIPING 4 I/2'DEEP FROM THE HOUSE TO THE EXISTING STUB VAULT(TIE IN AT AUTHORITY'S ACCEPTABLE.(BRASS COUPLINGS ARE REQUIRED) a < 2.0 1•0 THE L16HTIM ANALYSIS,EZ-LAYOUT,ENERGY ANALYSIS AND/OR V150AL SIMULATIONS ALL CONCRETE www.dignetnycli.com or COPPER TAIL) D. TWENTY(20')FEET OF COPPER 15 REQUIRED FROM INSIDE THE BUIILDIN6 TO w TO BE 4000 P51 2.0 OS o (LIGHTING DESIGN I PROVIDED BY 1M LIGHTING,INC.R ANC REPRESENTS AND www.call811.com(for other states INSTALLATION OF SERVICES--EX1511NO STREET d WATER MAIN THE START OF THE PLASTIC PIPE.,6 B ANTICIPATED PREDICTION OF LI6H11M SYSTEM PERFORMANCE BASED UPON DESIGN ) � O X # � �O AIR ENTRAINED �¢ �¢ O I PARAMETERS AND INFORMATION PROVIDED BY OTHERS. THESE DE516N PARAMETERS 1. INSTALL PIPING ON THE PROPERTY,4 1/2 FEET DEEP FROM THE BUILDING TO THE PROPERTY SERVICE LINE INSPECTION PROCEDURES B law,excavators and contractors working In the five LINE.A MINIMUM I SERVIGE LINE I5 REQUIRED. I. GALL THE NEW SERVICE DEPARTMENT TO REOUE5T AN INSPECTION WHEN YOUR WORK = O o + AND INFORMATION PROVIDED BY OTHERS HAVE NOT BEEN FIELD VERIFIED BY RAB y g � O V � boroughs of New York Cityand Nassau and Suffolk Counties 2. LEAVE A I RI5ER ABOVE THE 6ROUND LEVEL AT THE PROPERTY LINE WITH THE END 15 COMPLETED.(ONE BU51NE%DAY ADVANCED NOTICE 15 REQUIRED) LL O DETAIL "B" DETAIL u�u 20 + AND THEREFORE ACTUAL MEASURED RESULTS MAY VARY FROM THE ACTUAL FIELD on Lon Island must contact Di Net,1-800-272-4480 or 811, CRIMPED. U_ GONTRAGTION JOINT X2" x 3%'" PREMOULDED + GONDITION5. RA13 RECOMMENDS THAT DESIGN PARAMETERS AND OTHER g g 2. 50MEONE MUST BE PRESENT ON THE DAY OF INSPECTION. N I. INFORMATION BE FIELD VERIFIED THE REDUCE VARIATION. at least 48 hours but no more than 10 working days(excluding 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF 3. IF REMPEGTION IS NECESSARY,A$25.00 FEE MUST BE PAID PRIOR To THE - EXPAN510N JOINT + RA13 NEITHER WARRANTEES,EITHER IMPLIED OR STATED WITH REGARD TO ACTUAL weekends and legal holidays)prior to beginning any INSPECTION.MEASUREMENTS ARE TAKEN FROM TWO(2)NEAREST CORNERS OF THE BUILDING REIWREGTION. Z '�- PARTI �, 05 + + MEASURED LIGHT LEVELS OR E1NER6Y CONSUMPTION LEVELS AS COMPARED TO mechanized digging or excavation work to ensure underground TO THE END OF YOUR PIPE AT THE PROPERTY LINE.SERVICE LINE MEASUREMENT FORMS ARE 4. LEAVE THE TRENCH OPEN.DO NOT BAGKFILL THE TRENCH UNTIL OUR INSPECTOR HAS LL \ + + TH05E ILLUSTRATED BY THE LIGHTING DE516N RAB NEITHER WARRANTEES,EITHER lines are marked.Excavators and contractors can also submit AVAILABLE AT THE NEW SERVICE DEPARTMENT. APPROVED THE SERVICE LINE. o 02 IMPLIED OR STATED,NOR REPRESENTS THE APPROPRIATENESS,COMPLETENESS OR locate requests on-line,through ITIC.If you do not currently 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET AWAY FROM ANY 5. IF THE SERVICE LINE INSPECTION PASSES THE END OF THE PIPE BY THE CURB WILL NO I DEI�IA�LK PLAN AND ELEVATION I E1�15 LIGHTI + + use[TIC,please call 1-800-524-7603 for more Information. OBSTRUCTION SUCH A5 TREES,TELEPHONE POLES,CATCH BA51N5,OR DRIVEMY5 AND BE PAINTED BLUE.IF SERVICE INSPEGTION FAILS,THE END OF THE SERVICE WILL BE Z NOT TO SCALE O•I SUITABILITY OF 11iE LI6HTIM DESIGN INTENT A5 COMPLIANT WI1H ANY APPLICABLE + + + RE6ULATORY CODE REQUIREMENTS WITH THE EXCEPTION OF TH05E SPECIFICALLY SHOULD BE AT A LOCATION APPROXIMATELY OPP051TE THE POINT OF ENTRY INTO TIE PAINTED RED. Z (� For safe reasons,homeowners are strop encouraged+ + + 5TA11]2 ON DRAWIN65 GREATER AND SUBMITTED BY ROB. THE LIGHTING DESIGN 15 safety strongly to BU11-DING• b. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M.IF YOUR INSPEGTION'FAILS. 5 ISSUED,IN WHOLE OR IN PART A5 ADVISORY DOGUMENT5 FOR INFORMATIONAL call as well when planning any type of digging on their 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. 1. NO OTHER UTILITIES(EB.6A5,ELECTRIC GABLE TV ETC)SHALL BE BURIED IN THE O O 4" THICK CONCRETE WALK w/BROOM 5WEPT 30 15 0 30 60 q0 + + PURPOSES AND 15 NOT INTENDED FOR CON57AZTION NOR AS BEING PART OF A property.Homeowners can contact us directly at b. ALL OTHER UNDER6ROUN9 UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER WATER SERVICE TRENCH. � O FIN15H. CONTROL JOINTS ® IO' MAX. SLOPE 1/4" 6RAPHIG SCALE IN = 301-0" + + PROJECT'S CONSTRUCTION DOCUMENT PACKAGE. 1-800-272--4480 or by calling 811,the national call before you SERVICE. METER�, TO I/2" ACROSS WALK. >«3® 12'o.G.E1^I. dig number.For excavation work completed on personal INSTALLATION OF SERVICES-EXl5TTN6 STREET STUBS AFTER ALL OF THE ABOVE HAS BEEN COMPLETED GALL THE NEW SERVICE DEPARTMENT TO SEE PLAN property,it is the contractors responsibility-NOT the 1. INSTALL PIPE 41/2 FEET DEEP FROM THE HOUSE TO THE EXISTING STUB VAULT(TIE IN AT HAVE THE METER SET.WE MUST HAVE THE HOUSE NUMBER BEFORE THE METER CM BE SET. homeowners-to contact DigNet.Having utility lines marked AUTHORITY'S COPPER TAIL) TAP LETTERS f Luminalre Schedule prior to digging is free of charge. 2. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. TAP LETTERS GM BE REQUESTED AFTER ALL FEES HAVE BEEN PAID,WATER SERVICE HAS f--'� SPECIFICATIONS BEEN ESTABLISHED AND THE METER HAS BEEN SET. 5pbol Tag Qtg Label Arrangement TI Lamp Lumens Lum.Lumens LLF Description MNT6 HT. Lum.Watts Arr. Watts Total Watts 1. TYPE'K'SOFT COPPER TUBING,MINIMUM 5IZE 1'INSIDE DIAMETER NOTICE: IF IN5TALLIM SEPARATE HOT WATER HFAT'ER5,SEPARATE EXPANSION TMK5 JEFFREY T. BUTLER, P.E. 15 NOT RE5PON5IBLE FOR 2• CT-)TOMER5 VALVE: SHOULD BE INSTALLED. A 3 VANLEDIOY/PG5 SINGLE 4,200 1,400 I.000 LED IOW CANOPY FIXTURE 8.0' 30.0 10.0 30A SAFETY AND SECURITY RISKS DUE TO INADEQUATE A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST EKTER5 THE BUILDING. SWITCHING SERVICE TO HOMEM ER--THE BUILDER GAN BRIM IN A 516NED APPLICATION - - - WARM LIGHT(30001C) 3. PLASTIC PIPE SPECIFICATION5: CARD 516NED BY THE BUYER BUT IT MUST BE FILLED OUT COMPLETELY INCLUDING 50GIAL L16HT LEVEL5. TH15 15 NOT A RECOMMENDED LIGHT B 6 WPLEDIOY 51N6LE 5,256 81b 1.000 LED IOW WALLPAGK 12A' 60D IOA 60D LAYOUT. IT 15 A DE516N BASED UPON THE 5OUTHOLD A PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SYSTEMS GAN BE SECURITY NUMBER DRIVER LICENSE ID NUMBER,CURRENT MAILING ADDRESS,AND CONTACT i TOWN CODE - SECTION 280-12q AND SUB-SECTION INSTALLED FROM THE BUILDING TO WITHIN 20'FROM THE PROPERTY LINE.111E LAST PHONE NUMBER.IT 15 RECOMMENDED THAT THE BUILDER ESTABLISH THE AC.000NT AND GALL _D2 51 DEI�I�LK G�.055 SECTION WARM LIGHT(3000K) FULL CUTOFF,FULLY 5HIE.LDED TO - EXTERIOR LIGHTING 20'TO THE PROPERTY LINE MUST BE'K'SOFT COPPER TUBING. FOR A D15GONNE-GTION OF 5ERVIGE,ALLOWING THE BUYER ONE WEEK TO ESTABLISH B. PIPE SHOULD BE CLA551FIED TO WITHSTAND WORKIM PRE59 RE OF 200 P5.1.(WITH SERVICE IN HI5AHER NAME. NOT TO SCALE BURSTING PRE55LPE RATED AT LEAST TWICE THE WORKING PRESSURE) O f 2 THESE DRAWINGS AND AGGOMPANYINC 5PEGIFIGATION5,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARGHITEGT AND THEIR L15E AND PUBLICATION SHALL BE RESTRIGTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARGHITEGT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITEGT. VISUAL GONTAGT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACGEPTANGE OF THESE RE5TRIGTION5. `' ZZ" MAILING ADDRESS: OFFICE LOCATION: ��� �� Town Hall Annex , 7 P.O. Box 1179 54375 State Route 25 C `^ Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) �t, Southold, NY Telephone: 631 765-1938 coo www.southoldtownny.gov COUN PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 9, 2019 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Approval — Proposed Site Plan for North Fork Recycling (NF Sanitation) 8475 Cox Lane, f500' s/e corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-34.7 Zoning District: Light Industrial (LI) Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 8, 2019: WHEREAS, this Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue; and WHEREAS, the Town Board of the Town of Southold approved the permit for a Transfer Station Permit pursuant to Chapter 233 of the Town Code on October 28, 1994 with twenty (20) operating conditions; and WHEREAS, on March 30, 2017, William Kelly, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on April 24, 2017, the Planning Board found the application incomplete for review and required certain information to be submitted; and WHEREAS, on May 1, 2017, William Kelly, authorized agent, submitted required materials.and revised-site plans.for_review; _and North Fork_Rggycling Page 2 April ,_201 WHEREAS, on May 8, 2017, the Planning Board accepted the application as complete for review; and WHEREAS, on May 8, 2017, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on May 10, 2017, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on May 19, 2017, the Architectural Review Committee reviewed the proposed project and approved it as submitted; and WHEREAS, on May 19, 2017, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; WHEREAS, on May 24, 2017, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on May 31, 2017, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, on May 31, 2017, the Suffolk County Planning Commission (SCPC) reviewed the proposed project and considered it to be an act for local determination as there appears to be no significant county-wide or inter-community impact(s); and WHEREAS, on May 31, 2017, the Southold Town Engineer reviewed the proposed project and provided certain recommendations that were incorporated into the site plan to ensure all drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on June 5, 2017, a Public Hearing was held and closed; and WHEREAS, on June 28, 2017, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies; and WHEREAS, on July 13, 2017, the Planning Board required certain information be provided by the applicant prior to the Board completing their referral review and SEQRA analysis; and WHEREAS, on July 21, 2017, William Kelly, authorized agent, submitted pertain materials for review as required; and North Fork. Rec clan Page 3 April 9, 2019 WHEREAS, on October 11, 2017, William Kelly, authorized agent, submitted a renewed New York State Department of Environmental Conservation (NYSDEC) permit, as required, to operate a transfer station receiving a maximum of 290 cubic yards per day of construction and demolition debris (CD) and other non-putrescible waste, #1-4738- 00899/00003 that expires September 28, 2022; and WHEREAS, on October 11, 2017, William Kelly, authorized agent, submitted proof of filing to the Suffolk County Department of Health Services (SCDHS) as required; and WHEREAS, on December 19, 2017, William Kelly, authorized agent, submitted certain information and materials for review as required; and WHEREAS, on May 10, 2018, the Suffolk County Water Authority (SCWA) provided a letter of water availability that expires May 1, 2020; and WHEREAS, on July 9, 2018, the Southold Town Planning Board, as Lead Agency pursuant to SERA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, at their Work Session, held on July 9, 2018, the Southold Town Planning Board reviewed the proposed Site Plan and determined that all applicable requirements of the Site Plan Regulations were met with exception of approval from the Suffolk County Department of Health Services (SCDHS) and the submission of final site plans; and WHEREAS, on August 24, 2018, William Kelly, authorized agent, submitted final site plans as required; and WHEREAS, on February 8, 2019, the Suffolk County Department of Health Services (SCDHS) granted approval for the application under their reference #C10-17-0010 for "Non-medical office and Industrial" @ 298 gallons per day; and WHEREAS, on March 29, 2019, the Southold Town Chief Building Inspector reviewed and certified the proposed Transfer Station as a permitted use in the Light Industrial Zoning District; and WHEREAS, on April 8, 2019, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations„ Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants approval with six (6) conditions for the site plan entitled "North Fork Recycling, Inc.", prepared by Jeffrey T. North Fork I ec c[ing Page 4 April 9. 2019 Butler, P.E. dated December 16, 2016 and last revised August 6, 2018 and authorizes the Chairman to endorse the Site Plan. Conditions: 1. All trucks must use the designated truck route for this site, which runs between the site driveway and the signalized intersection of CR 48 and Cox Lane. Truck traffic to and from this site is prohibited to travel over Oregon Road except in circumstances that require it. 2. The permittee shall only accept construction and demolition debris as defined by 6NYCRR Part 360-1.2(b)(38 and non-putrescible wastes such as tires, furniture, carpeting, appliances, scrap metal, and machinery at the facility in an amount that does not exceed 290 cubic yards per day. 3. The permittee shall not store more than 1200 cubic yards of solid waste at the facility at any given time. 4. The permittee shall limit operations at the facility between the hours of 8:00 AM and 6:00 PM, Monday through Saturday. An attendant shall be present during all hours of operation. 5. The permittee shall maintain a fence around the property and a sign at the entrance that indicates hours of operation, and the types of waste accepted and not accepted. 6. The permittee shall control nuisance at all Times which include, but not limited to, odors, dust, vectors, noise all windblown litter. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town-Engineer at the time of-installation. Please call the Southold.Town Engineer prior to beginning this work. North Fork R!p clingy Page 5 April 9, 2019 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a Final Site Inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector, with map James Richter, Stormwater Manager, with map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: , Applicant/Agent Signature: Date: OFFICE LOCATION: 14 a MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtow-imy.gov UN PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 3, 2024 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Extension of Approval — Site Plan for North Fork Recycling (NF Sanitation) 8475 Cox Lane, ±500' s/e corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-3-4.7 Zoning District: Light Industrial (LI) Dear Mr. Kelly: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, December 2, 2024: WHEREAS, on April 8, 2019, the Southold Town Planning Board granted approval with conditions to the Site Plan for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue; and WHEREAS, on October 8, 2020, the site plan expired; and WHEREAS, on July 26, 2021, William Kelly, authorized agent, submitted a request for Extension of Site Plan Approval for one (1) year to September 13, 2022; and WHEREAS, at a Work Session held on September 13, 2021, the Planning Board reviewed the application and determined that the expired Site Plan was in compliance to complete construction; and WHEREAS, on September 13, 2021, the Planning Board extended the Site Plan Approval to September 13, 2022; and North Fork Rep clip Page 2 December 3 2024 WHEREAS, on September 13, 2022, the site plan expired; and WHEREAS, on October 31, 2024, William Kelly, authorized agent, submitted a request for Extension of Site Plan Approval for one (1) year to December 2, 2025; and WHEREAS, at a Work Session held on November 18, 2024, the Planning Board reviewed the application and determined that the expired Site Plan remained in compliance; and WHEREAS, pursuant to §280-132(A) [...all terms and conditions of any approved site plan or approved amendment are immediately enforceable, and compliance is required prior to the commencement of the approved use, unless the Planning Board expressly states an alternative period of time for compliance within the site plan approval; be it therefore RESOLVED, that the Southold Town Planning Board grants an Extension of Approval with Conditions, listed below, for one (1) year from December 2, 2024 to December 2, 2025 of the site plan entitled "North Fork Recycling, Inc.", prepared by Jeffrey T. Butler, P.E. dated December 16, 2016 and last revised August 6, 2018. On-going Conditions: 1. All trucks must use the designated truck route for this site, which runs between the site driveway and the signalized intersection of CR 48 and Cox Lane. Truck traffic to and from this site is prohibited to travel over Oregon Road except in circumstances that require it. 2. The permittee shall only accept construction and demolition debris as defined by 6NYCRR Part 360-1.2(b)(38 and non-putrescible wastes such as tires, furniture, carpeting, appliances, scrap metal, and machinery at the facility in an amount that does not exceed 290 cubic yards per day. 3. The permittee shall not store more than 1200 cubic yards of solid waste at the facility at any given time. 4. The permittee shall limit operations at the facility between the hours of 8:00 AM and 6:00 PM, Monday through Saturday. An attendant shall be present during all hours of operation. 5. The permittee shall maintain a fence around the property and a sign at the entrance that indicates hours of operation, and the types of waste accepted and not accepted. 6. The permittee shall control nuisance at all Times which include, but not limited to, odors, dust, vectors, noise all windblown litter. North Fork Recycling Page 3 December 3 2024 Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a Final Site Inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, )(,I,-- ff A.-_4 IL James H. Rich III Chairman To: Cummings, Brian A. S b� Cc: Michaelis,Jessica Subject: Closing Out North Fork Recycling SCTM# 1000-83-3-4.7 Brian, CT 3 1 202, r Ut5crbd r6"vwn At this time we would like to complete North Fork Recycling SCTM#1000-83-3-4.7 Manning Board Please schedule a final inspection and extend forthe approval process. _ m_...... a. ......a...... '""""..__" °" Could you please provide any additional information you may need in order to close out. I will drop off a final survey with health department approval stamp today 10-31-2024 Thankyou Bill Kelly 631-235-9841 OFFICE LOCATION: �a-� �� � ILING SS: Town Hall Annex " au P.O. Box 1179 54375 State Route 25 � r Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY rk Telephone: 631 765-1938 www.southoldtownny.gov NV PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 14, 2021 Mr. William Kelly 22355 Cox Lane, Unit #4 Cutchogue, NY 11935 Re: Extension of Approval — Site Plan for North Fork Recycling (NF Sanitation) 8475 Cox Lane, ±500' s/e corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-3-4.7 Zoning District: Light Industrial (LI) Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, September 13, 2021: WHEREAS, on April 8, 2019, the Southold Town Planning Board granted approval with conditions to the Site Plan for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 '/-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue; and WHEREAS, on October 8, 2020, the site plan expired; and WHEREAS, on July 26, 2021, William Kelly, authorized agent, submitted a request for Extension of Site Plan Approval for one (1) year to September 13, 2022; and WHEREAS, at a Work Session held on September 13, 2021, the Planning Board reviewed the application and determined that the expired Site Plan was in compliance to complete construction; and WHEREAS, pursuant to §280-132(A) [...all terms and conditions of any approved site plan or approved amendment are immediately enforceable, and compliance is required North Fork.,R_ecyclin Page 2 �eptgmber 14,,202 prior to the commencement of the approved use, unless the Planning Board expressly states an alternative period of time for compliance within the site plan approval; and RESOLVED, that the Southold Town Planning Board grants an Extension of Approval with Conditions, listed below, for one (1) year from September 13, 2021 to September 13, 2022 of the site plan entitled "North Fork Recycling, Inc.", prepared by Jeffrey T. Butler, P.E. dated December 16, 2016 and last revised August 6, 2018. On-going Conditions: 1. All trucks must use the designated truck route for this site, which runs between the site driveway and the signalized intersection of CR 48 and Cox Lane. Truck traffic to and from this site is prohibited to travel over Oregon Road except in circumstances that require it. 2. The permittee shall only accept construction and demolition debris as defined by 6NYCRR Part 360-1.2(b)(38 and non-putrescible wastes such as tires, furniture, carpeting, appliances, scrap metal, and machinery at the facility in an amount that does not exceed 290 cubic yards per day. 3. The permittee shall not store more than 1200 cubic yards of solid waste at the facility at any given time. 4. The permittee shall limit operations at the facility between the hours of 8:00 AM and 6:00 PM, Monday through Saturday. An attendant shall be present during all hours of operation. 5. The permittee shall maintain a fence around the property and a sign at the entrance that indicates hours of operation, and the types of waste accepted and not accepted. 6. The permittee shall control nuisance at all Times which include, but not limited to, odors, dust, vectors, noise all windblown litter. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. North w rk R . n Page 3 September„m14�2021 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a Final Site Inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Soy hold Town Plannin„g Board Work Session 9e)comber 13. 2021 — Page 2 Project Name: Hard Corner Southold Mixed Use I SCTM#: 1000-61-4-1 Location: 53530 Route 25 Southold Description. This site plan is for the proposed mixed use construction of a 2-story 4,983 sq. ft. building fronting Main Road NYS Route 25 with retail on the first floor and three Affordable Housing apartments on the second floor and 25 parking stalls; and four 1,597 sq. ft. 55 and older rental units along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Status: Pending Action: Referral Review Attachments; Staff Report Project Name: Berry, & Berry, LLC SCTM#: 1000-75-5-13 Location: 41535 Route 25, ±495s/w/o Peconic Ln. & NYS Rt, 25, Peconic Description: This proposedpplication is to convert an existing 1,096 sq. ft. dwelling to a business office and construct a 2,560 sq. ft. four bay storage garage pursuant to ZBA File#6818 on 20,419 sq. ft. (0.47 acres) in the General Business (B) Zoning District. Status: Approved Action: Review for Final CO Attachments: Staff Report name, Nortllli Fork, clingy Project Recycling NF Sanitation) SCE( II\A#: 1000-83.3 4.7 i y' ( Location: 8475 Cox Ln., in Cutchogue Description: This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 'h-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District Status: Approved Action: Review for Final CO and Extension Attachments: Staff Report Project Name: Peconic Landing Dining Additions SCTM#: 1000-35-1-25 Location: 1500 Brecknock Road, Greenport This amended site plan is for the proposed construction of a 1,998 sq. ft. addition and interior alterations to the existing dining building, all part of Description: an existing continuing care retirement community on 144 acres in the Hamlet Density Zoning District. Status: Pending Action: Review for Completeness Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Review Extension and for CO Date September 13, 2021 Prepared By: Brian Cummings I. Application Information Project Title: North Fork Recycling Applicant: Scott Schelin Date of Approval: April 8, 2019 Tax Map Number: 83.-3-4.7 Project Location: 8475 Cox Lane Hamlet: Cutchogue Zoning District: Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 5 acres (217,800sf) Building Size 6,960 square feet This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 '/z-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. III: Analysis 1. Existing: a. Existing temporary storage trailers / buildings to be removed (items 1 — 12); b. Existing office trailer to be removed. Power and communications line service to be disconnected and partially abandoned; i Existing power/comm service to be reworked/rerouted to provide a new electrical panel to provide for the proposed building; 2. Town Board Transfer Station permit issued 1994 — runs with owner of the land 3. NYSDEC Operating Permit The site operates under a NYSDEC Solid Waste Management Permit #1-4738-00899/00003 under the name of North Fork Sanitation Inc. issued on 8/10/12 and was renewed on 9/29/17. The permit limits the operation to 1 i. Accepting 290 cubic yards of construction and demolition debris and other non-putrescible waste per day. ii. Prohibiting the storage of more than 1200 cubic yards of solid waste at the facility at any given time. iii. Operation is restricted from 8:OOam to 6:OOpm six days a week (no Sundays) iv. Signage required. v. Control of nuisance at all times ...odors, dust, vectors, noise and windblown litter is required. vi. Special Conditions: 1. The permittee shall comply with the most current 6NYCRR Subparts 360-1 and 11, the approved engineering report dated December 9, 1993, revised March 28, 1994 and September 22, 1994, prepared by Warren A. Sambach, Sr„ F,E., except as specifically modified below in the special conditions of this permit. 2. The permittee shall only accept construction and demolition debris as defined by 6NYCRR Part 360-1.2(b)(38 and non- putrescible wastes such as tires, furniture, carpeting, appliances, scrap metal, and machinery at the facility in an amount that does not exceed 290 cubic yards per day, 3. The permittee shall not store more than 1200 cubic yards of solid waste at the facility at any given time. 4. The permittee shall limit operations at the facility between the hours of 8:00 AM and 6:00 PM, Monday through Saturday. An attendant shall be present during all hours of operation. 5. The permittee shall maintain a fence around the property and a sign at the entrance that indicates hours of operation, and the types of waste accepted and not accepted. 6. The permittee shall control nuisance at all Times which include, but not limited to, odors, dust, vectors, noise al I windblown litter. 7. The permittee shall notify the NYSDEC, Division of Solid and Hazardous Materials, SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 within 18 hours of an event which causes the facility to cease operation, for a period of 48 hours or more, Such an event would include a fire, spill, etc. 8. The permittee shall submit an annual report to the Central Office and the Region One Office of this Department within 60 days of the first day of January following each calendar year in question. Such reports must be prepare, in accordance with 360-11.40) and submitted on forms prescribed by or otherwise acceptable to the Department. b. SCDHS approval C10-17-0010 granted for "non-medical office and industrial" @ 298gpd; 4. On-going Conditions: a. All trucks must use the designated truck route for this site, which runs between the site driveway and the signalized intersection of CR 48 and Cox Lane. Truck traffic to and from this site is prohibited to travel over Oregon Road except in circumstances that require it. b. The permittee shall only accept construction and demolition debris as defined by 6NYCRR Part 360-1.2(b)(38 and non-putrescible wastes such as tires, furniture, carpeting, appliances, scrap metal, and machinery at the facility in an amount that does not exceed 290 cubic yards per day. c. The permittee shall not store more than 1200 cubic yards of solid waste at the facility at any given time. d. The permittee shall limit operations at the facility between the hours of 8:00 AM and 6:00 PM, Monday through Saturday. An attendant shall be present during all hours of operation. e. The permittee shall maintain a fence around the property and a sign at the entrance that indicates hours of operation, and the types of waste accepted and not accepted. f. The permittee shall control nuisance at all Times which include, but not limited to, odors, dust, vectors, noise all windblown litter. 5. Site Plan Expired October 8, 2020. Approval extension request for one (1) year in order to complete CO process was received July 26, 2021; 6. With reference to the site inspection conducted August 26, 2021 (see photos): V: Planning Board items to consider 1. The extension of site plan approval at tonight's public meeting; 2. Coordinate a site visit to assess the finalized site and it's consistency with the approved site plan, including the proposed as- built parking change. 4 Southold Town Planning Board Work Session —April 8 2019 — Page 2 . Project Name: _111Duffy Standard Subdivision SCTM#: 1 1000 111 11 26.1 Location; 3360Wunneweta Road, Cutchogue Description: This rop osai is for a Standard Subdivision of a 3.02 acre parcel into two lots, where Lot 1 is 1.69 acres and Lot 2 is 1.33 acres, located in the R- 40 Zoning District.-,,,- Status: h_.. Conditional Sketch ....... Approval Action Review for Preliminary Plat Approval Attachments: Staff Report 1 - Project name: North Fork Recycling (NF Sanitation} SCTM#: 1000-83-3-4 7 _ utheogUeLocatiom __ .... Description: �475 Cox Ln. is for in C This Site Plan ' r proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District ..... .. r Status: Pending Review Action. Update and for Determination Attachments Staff Report Project Name Gonzalez Standard Subdivision . SCTM#: 1000-27-1-9 ... Locat th of Descry tion: q This Platt osa�as for9the Standard Subdiv lion of aYS Route p, Orient ....... ... �p Y p p p 4.29-acre arcel into two lots, where Lot 1 is 2.07 acres and Lot 2 is 2.22 acres in the R-80 Zoning District. This parcel is located on Platt Road, +/- 1,830' south of . Status: Conditional Preliminary Approval j Action: Final Plat Completeness _ . _ Attachments: Staff Report 1 Project Name Pederson Standard Subdivision SCTM#. F 1000-21-3-15 Location: 670 Circle Drive, East Marion Description: This proposal is for the Standard Subdivision of a 9.2-acre parcel into 3 lots, where Lot 1 is 5.1 acres, Lot 2 is 2.3 acres, and Lot 3 is 1.8 acres, in the R-40 Zoning District. This parcel is located south of the intersection of Aquaview Avenue and Circle Drive in East Marion ... t Action: ..........Status- Review ....... _ Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Review for determination Date April 8, 2019 Prepared By: Brian Cummings I. Application Information Project Title: North Fork Recycling Applicant: Scott Schelin Date of Submission: March 30, 2017 Tax Map Number: 83.-3-4.7 Project Location: 8475 Cox Lane Hamlet: Cutchogue Zoning District: Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 5 acres (217,800 sq. ft.) Building Size 6,960 square feet This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. III: Analysis 1. Proposed: a. Existing temporary storage trailers / buildings to be removed (items 1 — 12); b. Town Board Transfer Station permit issued 1994 — runs with owner of the land c. Existing office trailer to be removed. Power and communications line service to be disconnected and partially abandoned; i. Existing power/comm service to be reworked/rerouted to provide a new electrical panel to provide for the proposed building; d. Existing sanitary system to remain: i. The site plan references SCDHS approval C10-97-0008 from 4/15/98 for a 300gpd system currently installed with 1 — 1,000gal septic tank and 1 — 8' x '12 deep leaching pool; 1 ii. Notation: "The existing minimum sanitary system meets SCDHS requirements (size and configuration) for processing the proposed sanitary flow (297.6pgd)"; 2. With reference to the Planning Board letter dated July 13, 2018: 1. Obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide one (1) print of the approved plan including the allowable flow for the site with the seal, stamp and signature of the SCDHS; Submitted: yes, C10-17-0010 approval granted February 8, 2019 for non- medical office and industrial @ 298gpd; 2. Provide a minimum of five (5) revised site plans to include the following information: a. As per comments from the Town Engineer, split the two leaching pools into two 7' deep structures each. The Storm Water drainage system indicated on the plan calls for two 8' diameter Leaching Pools to be installed 14' in depth. This depth will be difficult to install and even more difficult to maintain and clean over time. Submitted: yes; b. Add the following as conditions to the site plan: i. All trucks must use the designated truck route for this site, which runs between the site driveway and the signalized intersection of CR 48 and Cox Lane. Truck traffic to and from this site is prohibited to travel over Oregon Road except in circumstances that require it. ii. The permittee shall only accept construction and demolition debris as defined by 6NYCRR Part 360-1.2(b)(38 and non- putrescible wastes such as tires, furniture, carpeting, appliances, scrap metal, and machinery at the facility in an amount that does not exceed 290 cubic yards per day. iii. The permittee shall not store more than 1,200 cubic yards of solid waste at the facility at any given time. iv. The permittee shall limit operations at the facility between the hours of 8:00 AM and 6:00 PM, Monday through Saturday. An attendant shall be present during all hours of operation. 2 v. The permittee shall maintain a fence around the property and a sign at the entrance that indicates hours of operation, and the types of waste accepted and not accepted. vi. The permittee shall control nuisance at all times which include, but not limited to, odors, dust, vectors, noise and all windblown litter. Submitted: yes; Planning Board items to consider: All site plan requirements listed in §280-133 of the Town Code have been met and the site plan application may be scheduled for determination by the Planning Board at tonight's public meeting. 3 Telephone(631)765-1802 Town Hall Annex 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT RECEIVED TOWN OF SOUTHOIDC..... . _._ MAR 2 Z01 MEMORANDUM Tow-in (Planning (Board TO: Donald J. Wilcenski, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: October 12, 2018 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: North Fork Rey clingy Location: 8475 Cox Lane, Cutcklo e SCTM# 1000—Section 83 - Block 3 —Lots 47 Date: December 16, 2016 Revised Date: August 06, 2018 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE Transfer Station IS A PERMITTED USE IN THIS LI DISTRICT AND IS SO CERTIFIED. _. Michael J. Verity Chief Building Inspector To: 2-18-19 Town of Southold Planning Board From: �' � .......__.. ,.. Bill Kelly Owners Agent RECEIVED W_ Ref: North Fork Recycling � ���µ� -f7-- I- a.��.. SCTM#1000-83-03-04.7 Nanning I oar 8475 Cox Ln ...... ..............-�m..� ..........�.........�...�...�.-o Cutchogue, NY 11935 To the Board: Attached is approved Suffolk County Health Department plans with red stamp. Please advise if any other items are required to approve this project. I kindly request that this project be put on the agenda for final planning board approval. Respectfully Bill Kelly 631-235-9841 FICE OFTown Hall AnnexON. . � � � MAILING ADDRESS: P.O. Box 1179 54375 State Route 25 { Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov K, cOUNT`( PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Damon Rallis, Building Permits Examiner From: Brian Cummings, Planne Date: September 25, 2018 Re: Request for Use Certification Proposed Site Plan for North Fork Recycling 8475 Cox Lane, ±500s/e/o Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-4.7 The Planning Board has found this Site Plan Application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Your certification is requested by October 12 2018. Thank you for your cooperation. Encls: Site Plan Application Site Plan Submission Without a Cover Letter % � e � .. ; I � Sender: " Subject: � � � LL- '�-� . T-AJC SCTM#: 1000 - ' Q4' Date: $ - 7. Comments: OFFICE LOCATION: � h MAILING ADDRESS: Town Hall Annex � � P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtow-xmy.gov COO PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 10, 2018 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: SEAR Determination Site Plan for North Fork Recycling (NF Sanitation) 8475 Cox Lane, ±500' s/e corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-3-4.7 Zoning District: Light Industrial (LI) Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, July 9, 2018: WHEREAS, this Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 '/z-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, the Planning Board performed a coordinated review of this Unlisted Action pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA); be it therefore RESOLVED, that the Southold Town Planning Board hereby declares Lead Agency status for the SEQRA review of this Unlisted Action; and be it further North Fork Recycling July 10, 2018 - Page Two RESOLVED, that the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration. Enclosed is a copy of the Negative Declaration for your records. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, C--� C-)akJ_ Donald J. Wilcenski Chairman Encls. OFFICE LOCATION: t 10:z MAILING ADDRESS: Town Hall Annex / P.O. Box 1179 54375 State Route 25 ,, � C ��, Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov "OUNTI PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Proposed Site Plan for North Fork Recycling Project Number: SCTM#1000-83-3-4.7 Date: July 9, 2018 The Town of Southold Planning Board as lead agency has determined that the proposed action described below will not have a significant adverse impact on the environment. This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Conservation Law. Name of Action: Proposed Site Plan for North Fork Recycling SEQR Status: Type 1 Unlisted X Scoping: No_X Yes_ If yes, indicate how scoping will be conducted: Description of Action: This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 1/2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Location: 8475 Cox Lane, Cutchogue Reasons Supporting This Determination: 1. Impact on Land Current use on site is a transfer station that received a Certificate of Occupancy for containment, walls and fence on 3/21/2012. The site operates under a NYSDEC Solid Waste Management Permit#1-4738-00899/00003 under the name of North Fork Sanitation Inc. issued on 8/10/12 and was renewed on 9/29/17. SEAR Environmental Assessment Page 12 July 9,2018 The permit limits the operation to: 1. Accepting 290 cubic yards of construction and demolition debris and other non-putrescible waste per day. 2. Prohibiting the storage of more than 1200 cubic yards of solid waste at the facility at any given time. 3. Operation is restricted from 8:00am to 6:00pm six days a week (no Sundays). 4. Signage required. 5. Control of nuisance at all times ...odors, dust, vectors, noise and windblown litter is required. This proposal is for a warehouse/office building on a 5 acre cleared and improved parcel in the Light Industrial Zone. The purpose of the Light Industrial Park/Planned Office Park (LIO) District is to provide opportunity for the location of business and professional offices, research facilities, industrial uses and similar activities in an open, campus-like setting in areas which are not appropriate for commercial activity or low-density residential development. In this area, such uses can be established in an attractive environment and serve both as a means of preserving the open qualities of an area and providing an area adjacent to hamlet areas where such uses can be appropriately developed with suitable protection for ground- and surface waters. All uses must conform to Suffolk County Health Department standards. The proposed use does not conflict with the purpose of the zoning district. Light Industrial zoned properties occur to the north, south east and west of the parcel. The Town of Southold Transfer Station and capped landfill is located along the eastern boundary of the parcel. The proposed use does not conflict with the zoning district or the existing, similar uses surrounding the parcel. The Suffolk County Department of Economic Development and Planning issued no comments on the action. No to low impacts are expected to land. 2. Impact on Geological Features The proposed project site does not contain nor is it adjacent to any unique geologic features. 3. Impacts on Surface Water There are no surface waters within the vicinity of the parcel. The generalized flow of groundwater from the parcel is expected to be towards the Long Island Sound. Recent studies have linked on-site sanitary systems with contributing nitrogen (nitrates) to surface waters and cumulative impacts could be moderate to large in areas with low flushing and high nutrient loads. Long-term, cumulative impacts could result from the continued increase of conventional sub-surface sanitary wastewater system density in the Town; however, the impacts from this action are expected to be low due to the calculated sanitary flow for the use. f�.. .r��rilirlewal r ssessincti.l: Page 3 JL ly c 2 L 8 ��y� . The control of stormwater will be achieved on-site pursuant to Chapter 236 Stormwater Management of the Southold Town Code requirements. In a May 31, 2017 letter, the Office of the Engineer states that the proposed drainage and erosion and sedimentation controls meet the requirements. Based on the above the expected impacts from the proposed action on water quality of any water bodies within or downstream of the site of the proposed action are none to low. 4. Impact on Groundwater The parcel is located within Groundwater Management Zone IV and is not located within a designated Special Groundwater Protection Area. Water supply to the parcel is sourced from a sole source aquifer. 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 Suffolk County Department of Health Services (SCDHS) Groundwater Management Zone IV, which according to Article 6 of the Suffolk County Sanitary Code, has an allowable flow of 600 gallons per day (gpd) per acre in areas served by public water. The FEAF states that the average depth to groundwater is 55'. The applicant proposes to connect to public water (SCWA water main on Cox Lane) via a I" water main. The estimated water usage is 300 gallons per day for potable water and irrigation. A SCWA Letter of Water Availability was issued for the project on May 1, 2018 based on 10 gallons per minute use. The proposed action will require wastewater discharged to groundwater. Sanitary wastewater will be discharged to the ground via the existing sub-surface sanitary waste system serving two bathrooms on-site in compliance with Suffolk County Department of Health Services Article VI Regulations. Total calculated sanitary yield for the five acre site equals 3,000 gpd. The calculated sanitary flow for the use is 297.6 gallons per day and is far below the calculated sanitary yield of the parcel. Consequently, the expected impacts to groundwater volume are expected to be low. Recognizing the problem of Nitrogen(nitrates) loading in ground and surface waters,the Suffolk County Legislature established a goal of reducing fertilization in residential areas by 10 to 25 percent, and passed Local Law 41-2007 to reduce Nitrogen pollution countywide. Although the landscaped area is small, the following best management practices are required. a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. c. Require a maximum of 1 lb. of nitrogen per 1,000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1 st and April 1 st. Sf4: l� l.�nv�baa�n.Nnental ssessanent I L4 Ilfly a2018 � , . The expected adverse impacts to groundwater quality are low. 5. Impact on Flooding The action is not located within a floodway. Drainage will be controlled via on-site control structures pursuant to Chapter 236 Stormwater Management of the Southold Town Code regulations. The impact on flooding is expected to be none to low. 6. Impacts on Air Air pollution can harm human health, and damage elements of the ecosystem. Exposure to air pollution is associated with numerous effects on human health, including pulmonary, cardiac, vascular, and neurological impairments. The existing solid waste transfer facility has the capability of causing fugitive dust with truck movement, vehicles entering and exiting the site and operations on-site. Fugitive dust from exposed soil and soil/RCA storage piles in windy conditions could also result. NYSDEC permit regulations monitor dust on a complaint driven basis. There is no indication in the record that fugitive dust has impacted the site or adjacent properties. The proposed action in itself will not result in the significant increase of fugitive dust. Adverse impacts on air as a result of this action are expected to be none to low. 7. Impacts on Plants and Animals Most vegetation on the parcel has been cleared except in areas around the perimeter of the parcel near fence lines. A total of 25 percent of the parcel will be landscaped with vegetation retained on the east, west and south of the parcel. Additionally, a total of 13 American Arborvitae are proposed to be installed in the northeast corner of the site together with a 3,448 sq. ft. landscaped area with undefined plant specifications on the eastern property line. A landscape area equal to 2,620 sq. ft. with unidentified plant specifications is also proposed in the north of the parcel adjacent to the north side of the building. Adverse impacts to existing plants and animals are expected to be none to low. 8. Impact on Agricultural Resources The parcel is not designated within an Agricultural District Suffolk 01. Due to the current commercial use, the integrity of the soils is expected to be severely compromised. The proposed action will not significantly impact soils classified within Soil Groups 1 through 4 of the NYS Land Classification System. The impacts to prime agricultural soil groups on this property are expected to be none to low. SE. R.._Enviro � � Assessment Page 5 July 9, 2018 .9. Impacts on Cultural/Archeological Resources The site is heavily disturbed through past commercial activities, including impact to soil layer structure. Expected impacts to cultural/archeological resources are therefore, expected to be none to low. 10. Impacts on Aesthetic Resources The site is not visible from a scenic resource important to community or officially designated by a governmental agency (Suffolk County Route 48). Existing vegetation is proposed to remain to function as screening from interior parcel operations. Landscaping is also proposed, therefore, adverse impacts to aesthetic resources are expected to be low. 11. Impact on Open Space and Recreation The site does not currently offer public recreational opportunities. Future recreational opportunities could be achieved, however, due to location; the likelihood of the land area being converted for recreational use is low. 12. Impact on Critical Environmental Areas The site is not located within a Critical Environmental Area. 13. Impact on Transportation The action is in support of a transfer station use. Large vehicles enter and exit the site carrying construction and demolition and other waste (concrete, brick, clean wood, asphalt, yard waste, roof and wall coverings, glass, plastic, metal house and plastic fixtures, furnishings, furniture, appliances, tires machinery and demolished vehicles) down Cox Lane to the facility. The applicant has stated that no additional truck traffic would result as a part of this action. One concern is that if the site changes ownership or expands current operations of the waste management facility in the future, truck traffic vehicle trips would increase on local roadways. Currently, the facility operates the following equipment on site: 3 Roll-Off Trucks, used for delivery and pick-up of large dumpster containers 3 Garbage Trucks for pick-up of household garbage 2 Mini Packers for pick-up of household garbage 2 Dump Trucks (misc. uses) 2 Retriever Trucks (rear loader) used for pick-up and delivery of dumpsters under 5 yards 2 Pick-up trucks used for running earns (parts etc.) 2 Payloaders that stay in the yard for loading and moving material 1 Skid steer that stays in the yard for loading and moving material R l-nviron nt.,ntal wAssessnICIA Page 16 July 9, 2018 In a December 18, 2017 email the applicant indicated that there is an average of 35 vehicles per day in the facility on a daily basis including delivery trucks. Most vehicle trips are in the early a.m. and evening p.m. hours due to the type of operation. It was al�o stated in the same email, gy that the, action will not,increase thenumber of vehicles ehicles enterin the facility per-day. Cox Lane is a local roadway located between Oregon Road and Suffolk County Route 48, a principal arterial roadway. The speed limit is 30 mph. The road provides access to municipal, commercial and residential land uses. Opposite the facility is a ten lot residential subdivision; Additional residential uses occur to the west of the parcel along the roadway. Impacts to the quality of life to the surrounding residents include truck engine noise. Due to the existing municipal and commercial uses served by the road, truck traffic on the road is expected to be moderate in volume. The southern intersection of Cox Lane is signal controlled at the intersection of Suffolk County Route 48 and the western intersection by a stop sign at Cox Lane and Oregon Road. Oregon road is a local road serving residential and agricultural areas and is not designed for large, commercial truck traffic. The area is prevalent with working farms and slower farm vehicles often use the road to access fields. Vehicle conflicts could arise if trucks from the facility are routed down Oregon Road to access other transfer station facilities (there is a large facility located on Depot Road) or destinations in the Town. To mitigate potential impacts, the prohibition or minimization of use of Oregon Road by large commercial trucks is required. Furthermore, routing of commercial vehicles accessing the facility to the signalized intersection at Suffolk County Route 48 and Cox Lane is required. Due to the existing, low number of vehicle trips entering and exiting the site, no expansion of waste handling (limited to 290 cubic yards of construction and demolition debris and other non- putrescible waste per day) and no increase in vehicles entering and exiting the site over the current number of vehicles, as stated by the applicant; the adverse impacts to transportation/traffic from the proposed warehouse/office use are expected to be low. 14. Impact on Energy The warehouse/office building is expected to contain customary interior and exterior electrical fixtures under normal energy use. No alternative energy is proposed. The adverse impact on energy use is expected to be low. 15. Impact on Noise, Odor, and Light Noise currently results from engine noise from trucks entering and leaving the site in addition to unloading, loading and moving of materials by heavy equipment. However, the proposed action will not increase the generation of vehicles existing or entering the site and noise generation over existing levels are expected to be consistent with current conditions and therefore; low. The site operates under a NYSDEC Solid Waste Management Permit#1-4738-00899/00003 which allows the processing of construction and demolition debris and other non-putrescible $E.. .�_QR Envitonni null Assessment Page 7 Jul 9, 2018 .., waste. Odors capable of affecting the quality of life or health of employees from the construction or operation of the proposed action are not expected. Lighting on site must comply with Chapter 172. Lighting, Outdoor in the Southold Town Code, Adverse impacts on noise, odor, and light are expected to be low. 16. Impact on Human Health No substantial hazard to human health is expected to occur as a result of this proposed action. Stormwater and fugitive dust are expected to be adequately controlled pursuant to a Chapter 236 Stormwater of the Southold Town Code and the NYSDEC Solid Waste Management Permit#1- 4738-00899/00003, All of the proposed lots are located outside of the FEMA mapped flood zone. Adverse impacts to human health are expected to be none to low. 17. Consistency with Community Plans The action is recommended as CONSISTENT with the Town of Southold Local Waterfront Revitalization Program Policies (LWRP). The Town of Southold Solid Waste Management Plan (1995) or the update currently under review by the NYSDEC does not specifically mention this facility or operation (Personal Communication James Bunchuck, Solid Waste Coordinator). Adverse impacts of the proposed action on the consistency of community plans are expected to be low. 18. Consistency with Community Character The Cutchogue Fire District provided a letter on May 25, 2017 finding "adequate fire protection". The proposed action is not expected to create moderate to large demand for additional community services (e.g. schools, police and fire). The proposal is not inconsistent with community character of the area. For Further Information: Contact Person: Mark Terry, AICP, Assistant Town Planning Director Address: P.O. Box 1179, 5309 State Road 25, Southold,New York 11971 Telephone Number: 631-765-1938 AgemyUseoidy (IfApph"tblej PrOjed, North Fork Recycling( arlitation) Date Jrily 9,2018 Full Environmental Assessment Form Part 3 -Evaluation of the Magnitude and Importance of Project Impacts and Determination of Significance Part 3 provides the reasons in support of the detennination of significance. The lead agency must complete Part 3) for every question in Part 2 where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may, result in a significant adverse environmental impact. Based on the analysis in Part 3,the lead agency must decide whether to require an environmental impact statement to further assess the proposed action or whether available information is sufficient for the lead agency to conclude that the proposed action will not have a significant adverse environmental impact. By completing the certification on the next page,the lead agency call complete its determination of significance. Reasons Supporting This Determination: To complete this section: • Identify the impact based on the Part 2 responses and describe its magnitude. Magnitude considers factors such as severity, size or extent of an impact. • Assess the importance of the impact. Importance relates to the geographic scope,duration,probability of the impact occurring,number of people affected by the impact and any additional environmental consequences if the impact were to occur. • The assessment should take into consideration any design element or project changes. • Repeat this process for each Part 2 question where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. • Provide the reason(s)why the impact may,or will not,result in a significant adverse environmental impact • For Conditional Negative Declarations identify the specific condition(s)imposed that will modify the proposed action so that no significant adverse environmental impacts will result. • Attach additional sheets,as needed. See Attached State Environmental Quality Review Negative Declaration Notice of Determination Non-Significance Determination of Significance- Type I and Unlisted Actions SEQR Status: ❑ Type I Unlisted Identify portions of EAF completed for this Project: Part I Pail 2 Part 3 ............... Upon review of the information recorded on this EAF,as noted,plus this additional support information StL(?Iect rHe ........... and considering both the magnitude and importance of each identified potential impact, it is the conclusion of the souljlold Planr0n L .. ............ 'El�aM, 3�ya cf.. I as lead agency that: L A. This project will result in no significant adverse impacts on the environment,and,therefore,an environmental impact statement need not be prepared. Accordingly,this negative declaration is issued. E] B. Although this project could have a significant adverse impact on the environment,that impact will be avoided or substantially mitigated because of the following conditions which will be required by the lead agency: ............ There will,therefore, be no significant adverse impacts from the project as conditioned,and,therefore,this conditioned negative declaration is issued. A conditioned negative declaration may be used only for UNLISTED actions(see 6 NYCRR 617A). EJ C. This Project may result in one or more significant adverse impacts on the environment,and an environmental impact statement must be prepared to further assess the impact(s)and possible mitigation and to explore alternatives to avoid or reduce those impacts. Accordingly,this positive declaration is issued. ............... Name of Action: North Fork Recycling(NF Sanitation) SCTM#1000-83-3-4.7 Name of Lead Agency: Southold Planning Board .......... Name of Responsible Officer in Lead Agency: Donald Wilcenski Title of Responsible Officer: Chairman Signature of Responsible Officer in Lead Agency: Date: —1 I q L ...... ..... Signature of Preparer(if different from Responsible Officer) Date: 1 C1 ts--- For Further Information: Contact Person: Mark Terry,Assistant Director of Planning Address: 54375 State Route 25,P.O.Box 1179,Southold,NY 11971 Telephone Number:631-765-1938 E-mail: Mark.Terry@town.southold.ny.us For Type I Actions and Conditioned Negative Declarations,a copy of this Notice is sent to. Chief Executive Officer of the political subdivision in which the action will be principally located(e.g.,Town City Village of) Other involved agencies(if any) Applicant(if any) Environmental Notice Bulletin: fill ........... PRINT FULL FORM Page 2 of 2 A,pmic,y Use Only[If aVlAicablc] Full Environmental Assessment Form Project r INorth Fork Recycling(NF Sanitation] Part 2-Mentification of Potential Project Impacts Date f July 9 2618 Part 2 is to be completed by the lead agency. Part 2 is designed to help the lead agency inventory all potential resources that could be affected by a proposed project or action. We recognize that the lead agency's reviewer(s)will not necessarily be environmental professionals. So,the questions are designed to walk a reviewer through the assessment process by providing a series of questions that can be answered using the information found in Part 1. To further assist the lead agency in completing Part 2,the form identifies the most relevant questions in Part 1 that will provide the information needed to answer the Part 2 question. When Part 2 is completed,the lead agency will have identified the relevant environmental areas that may be impacted by the proposed activity. If the lead agency is a state agency and the action is in any Coastal Area,complete the Coastal Assessment Form before proceeding with this assessment. Tips for completing Part 2: • Review all of the information provided in Part 1. • Review any application,maps,supporting materials and the Full EAF Workbook. • Answer each of the 18 questions in Part 2. • If you answer"Yes"to a numbered question,please complete all the questions that follow in that section. • If you answer"No"to a numbered question,move on to the next numbered question. • Check appropriate column to indicate the anticipated size of the impact. • Proposed projects that would exceed a numeric threshold contained in a question should result in the reviewing agency checking the box"Moderate to large impact may occur." • The reviewer is not expected to be an expert in environmental analysis. • If you are not sure or undecided about the size of an impact,it may help to review the sub-questions for the general question and consult the workbook. • When answering a question consider all components of the proposed activity,that is,the"whole action". • Consider the possibility for long-term and cumulative impacts as well as direct impacts. • Answer the question in a reasonable manner constricting,the scale and context of the project. 1. Impact Proposed action may involve construction� Land y ' ruction on, or physical alteration of, ONO ❑YES the land surface of the proposed site. (See Part 1. DA) n to Section 2. I "Yes', answer questions a-t. If"No", move on .._ _ ........ Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action may involve construction on land where depth to water table is E2d less than 3 feet. b.The proposed action may involve construction on slopes of 15%or greater. E2f c.The proposed action may involve construction on land where bedrock is exposed,or E2a LJ generally within 5 feet of existing ground surface. d.The proposed action may involve the excavation and removal of more than 1,000 tons D2a t of natural material. e.The proposed action may involve construction that continues for more than one year Dle t;;'t or in multiple phases. f.The proposed action may result in increased erosion, whether from physical D2e, D2q disturbance or vegetation removal (including from treatment by herbicides). _[_ g.The proposed action is,oi•may be, located within a Coastal Erosion hazard area. Bl i h.Other impacts: _ Page 1 of 10 2. Impact on Geological Features The proposed action may result in the modification or destruction of, or inhibit access to, any unique or unusual land forms on the site(e.g., cliffs, dunes, ®NO [:1 YES minerals,fossils, caves). (See Part 1. E.2.g) If"Yes", answer questions a-c. If"No", move on to Section 3. ........... .............. ................... Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur ..................... a.Identify the specific land form(s)attached: . ......... E2g n ......................... ........... ..... ........... ........ .......... b.The proposed action may affect or is adjacent to a geological feature listed as a E3c F1 registered National Natural Landmark. Specific feature: ........... ---------------------- ........ ............ c. Other impacts: .............. E-J ......... ........ ............... .......... ...... 3. Impacts on Surface Water The proposed action may affect one ❑or more wetlands or other surface water EINO ®YES bodies(e.g., streams, rivers, ponds or lakes). (See Part 1. D.2, E.2.h) If"Yes", answer L ff"No", move on to Section 4. _e�r ........__- Relevant No,or Moderate questions a Part I small to large Question(s) impact impact may ma occur occur a.The proposed action may create a new water body, D2b,Dlh IZI ID b.The ........... proposed action may result in an increase or decrease of over 10%or more than a D2b 10 Cl 10 acre increase or decrease in the surface area of any body of water. c.The proposed action may involve dredging more than 100 cubic yards of material D2a 10 ❑ from a wetland or water body. d.The proposed action may involve construction within or adjoining a freshwater or E2h IZI ❑ tidal wetland,or in the bed or banks of any other water body. e.The proposed action may create turbidity in a waterbody,either from upland erosion, D2a,D2h ❑ runoff or by disturbing bottom sediments. ................. f.The proposed action may include construction of one or more intake(s)for withdrawal D2c of water from surface water. g.The proposed action may include construction of one or more outfall(s)for discharge D2d IZI 0 of wastewater to surface water(s). h.The proposed action may cause soil erosion,or otherwise create a source of D2e storinwater discharge that may lead to siltation or other degradation of receiving water bodies. ....................... i.The proposed action may affect the water quality of any water bodies within of- E2h downstream of the site of the proposed action. .......... j.The proposed action may involve the application of pesticides or herbicides in or D2q, E2h around any water body. .............. k.The proposed action may require the construction of new,or expansion of existing, Dla, D2d FO ❑ wastewater treatment facilities. .................................. ..................... Page 2 of 10 1.Other impacts: „Wyyyy._ ......... _._ _--- ❑ _ .._......... 4. Impact on groundwater The proposed action may result in new or additional use of ground water,or []NO ©YES may have the potential to introduce contaminants to ground water or an aquifer. a D.2.c D.2.d D.2. D. (See Part 1. D.2. , p, D.2.q, 2.t) If"Yes", answer questions a-h. If"No", move on to Section S. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action may require new water supply wells,or create additional demand D2c ❑ wells. pp supply on supplies from existing water PP y� b.Water supply demand from the proposed action may exceed safe and sustainable D2c El withdrawal capacity rate of the local supply or aquifer. Cite Source: c.The proposed action may allow or result in residential uses in areas without water and Dl a,D2c 0 ❑ sewer services. d.The proposed action may include or require wastewater discharged to groundwater. 132d,E21 e.The proposed action may result in the construction of water supply wells in locations D2c,E If, El where groundwater is,or is suspected to be,contaminated. Elg,Elh f.The proposed action may require the bulk storage of petroleum or chemical products D2p,E21 ❑ over ground water or an aquifer. g.The proposed action may involve the commercial application of pesticides within 100 E2h,D2q, ] El feet of potable drinking water or irrigation sources. E21,D2c h. Other impacts:. .......... .w_..... .... — m . ............ ❑ ❑ 5. Impact on Flooding The proposed action may result in development on lands subject to flooding. VINO ❑YES (See Part 1. E.2) If"Yes", answ er questions a-g. If"No", move on to Section 6. ��- — _ Relevant _ No,or FModerate Part I small arge Question(s) impact ct may may occurcur a.The proposed action may result in development in a designated floodway. E2i D FJ b.The proposed action may result in development within a 100 year floodplain. E2) D c.The proposed action may result in development within a 500 year floodplain. Elk r;:a d.The proposed action may result in,or require,modification of existing drainage D2b, D2e [' patterns. e.The proposed action may change flood water flows that contribute to flooding. D2b, E2i, _E'.I.�E2k f. If there is a dam located on the site of the proposed action, is the dam in need of repair„ E I e n ar up;-rade? Page 3 of 10 g.Other impacts: t ❑ 6. on Impacts _... ......._.. ...�._ ._......... p Air The proposed action may include a state regulated air emission source. ®NO ]YES (See Part 1. D.2.f., D,2,h,D.2.g) If i""Yes , answer questions a „f f ion 7. -w__... . __.. - I "No", move on to Sect .� w V.._....__ Relevant mmNo,-or._.r Moderatem Part I small to large Question(s) impact impact may nlaV occur occur a.If the proposed action requires federal or state air emission permits,the action may also emit one or more greenhouse gases at or above the following levels: i. More than 1000 tons/year of carbon dioxide(CO,) D2g ❑ t:7 ii. More than 3.5 tons/year of nitrous oxide(N,O) D2g iii.More than 1000 tons/year of carbon equivalent of perfluorocarbons(PFCs) D2g ® t iv.More than .045 tons/year of sulfur hexafluoride(SF6) D2g ❑ v. More than 1000 tons/year of carbon dioxide equivalent of D2g ❑ t't hydrochloroflourocarbons(HFCs)emissions vi.43 tons/year or more of methane D2h ❑ t b.The proposed action may generate 10 tons/year or more of any one designated D2g t: hazardous air pollutant,or 25 tons/year or more of any combination of such hazardous air pollutants. _ c.The proposed action may require a state air registration, �. or may produce an emissions 132f D2g ••� ❑ El rate of total contaminants that may exceed 5 lbs.per hour,or may include a heat source capable of producing more than 10 million BTU's per hour. d.The proposed action may reach 50%of any of the thresholds in"a"through"c", D2g r:7 ❑ above. .. e.The proposed action may result in the combustion or thermal treatment of more than 1 D2s ❑ (3 ton of refuse per hour. f.Other impacts: ® t' .......................The proposed action may result in a loss of flora o�_...... _ .........._..... 7, Impact on Plants and Animals p p y fauna. (See Part 1. E.2. m.-q.) NO ❑YES If. Yes ans.� ..9 / ...�...�.,. 8 answer questions a- ' move on to Section Relevant No,or Moderate Part I small to large Question(s) impact impact may �.. .. ................_ ma occur occur a.The proposed action may cause reduction in population or loss of individuals of any Il"',2o U C::r threatened or endangered species,as listed by New York State or the Federal government, w that use the site,or are found on,over,or near the site b.The proposed action may result in a reduction or degradation of any habitat used by E2o any rare,threatened or endangered species,as listed by New York State or the federal government. c.The proposed action may cause reduction in population,or loss of individuals,of any E2p t:a species of special concern or conservation need, as listed by New York State or the .. Federal government,that use the site,or are found on over,or near the site., d.The proposed action may result in a reduction or degradation of any habitat used by IE2p ¢:::a [J ally species of special concern and conservation need,as listed by New York State or the Federal government. Page 4of10 G e.The proposed action may diminish the capacity of a registered National Natural E3c ❑ Landmark to support the biological community it was established to protect. f.The proposed action may result in the removal of,or ground disturbance in,any E2n ❑ n portion of a designated significant natural community. Source: ...... ... g.The proposed action may substantially interfere with nesting/breeding,foraging,or E2m over-wintering habitat for the predominant species that occupy or use the project site. h.The proposed action requires the conversion of more than 10 acres of forest, Elb grassland or any other regionally or locally important habitat. Habitat type&information source i.Proposed action(commercial, industrial or recreational projects,only)involves use of D2q t_' ❑ herbicides or pesticides. j.Other impacts: C.] ❑ 8. Impact o _.... p n Agricultural Resources The proposed action may impact agricultural resources. (See Part 1. E.3.a. and b.) WINO ❑YES If" _ questions a-h. If 'No", move on to Section 9. ___mm_mmmITITIT I Yes", answer� _ ... Relevant No,or Moderate Part I small to large Question(s) impact impact may ...... .,, r occur occu.... _ ... a.The proposed action may impact soil classified within soil group 1 through 4 of the Etc,E3b '::a [ NYS Land Classification System. b.The proposed action may sever,cross or otherwise limit access to agricultural land Ela,Elb (includes cropland,hayfields,pasture,vineyard,orchard,etc). c.The proposed action may result in the excavation or compaction of the soil profile of E3b active agricultural land. d.The proposed action may irreversibly convert agricultural land to non-agricultural Elb,E3a ':Y uses,either more than 2.5 acres if located in an Agricultural District,or more than 10 District.acres if not within an Agricultural Disict. e.The proposed action may disrupt or prevent installation of an agricultural land El a,Elb management system. f.The proposed action may result,directly or indirectly, in increased development C2c,C3, potential or pressure on farmland. D2c,D2d g.The proposed project is not consistent with the adopted municipal Farmland C2c Protection Plan. h.Other impacts Page 5 of 10 The land use of the proposed action are obviously different from, o 9. Impact on Aesthetic Resources r are in NO W]YES sharp contrast to, current land use patterns between the proposed project and a scenic or aesthetic resource. (Part 1. E.La,E.Lb, E.3.h.) "Yes"., q,n, swer questions "No", go to Section 10. Moderate Relevant No,or ate Part I small to large Question(s) impact impact may ........... -,!!Ccur Lioccur._.Y. ........... M a.Proposed action may be visible from any officially designated federal,state,or local E3h scenic or aesthetic resource. b.The proposed action may result in the obstruction,elimination or significant E3h,C2b IZI El screening of one or more officially designated scenic views. c.The proposed action may be visible from publicly accessible vantage points: E3h i.Seasonally(e.g.,screened by summer foliage,but visible during other seasons) El ii.Year round d.The situation or activity in which viewers are engaged while viewing the proposed E3h action is: E2q, i. Routine travel by residents, including travel to and from work IZI El ii.Recreational or tourism based activities Elc 0 El e.The proposed action may cause a diminishment of the public enjoyment and E3h appreciation of the designated aesthetic resource. f. There are similar projects visible within the following distance of the proposed Dl a,El a, project: Dlf,Dlg 0-1/2 mile V2-3 mile 3-5 mile 5+ mile g.Other impacts:.............. ............... m, ----------- ......... ........... ...................--------------- ----------- ............... 10. Impact on Historic and Archeological Resources The proposed action may occur in or adjacent to a historic or archaeological [:]NO YES resource. (Part 1. E.3.e, f. and g.) If 'Yes answer questions a-e. If"No' go to Section 11. ............. Relevant No,or Modermmm ate Part I small to large Question(s) impact impact may occur a.The proposed action may occur wholly or partially within,or substantially contiguous De to,any buildings,archaeological site or district which is listed on or has been nominated by the NYS Board of Historic Preservation for inclusion on the State or National Register of Historic Places. ... ................ b.The proposed action may occur wholly or partially within,or substantially contiguous E3f IZI El to,an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory. c.The proposed action may occur wholly or partially within,or substantially Contiguous E3g to,an archaeological site not included on the NY SHPO inventory. Source: ............... .......... .................... Page 6 of]0 d.Other impacts: ❑ El If any of the above(a-d)are answered"Moderate to large impact may e. occur",continue with the following questions to help support conclusions in Part 3: i. The proposed action may result in the destruction or alteration of all or part E3e,E3g, ❑ �] of the site or property. E3f ii. The proposed action may result in the alteration of the property's setting or E3e,E3f, integrity. E3g,El a, Elb iii. The proposed action may result in the introduction of visual elements which De,E3f, ❑ ❑ are out of character with the site or property,or may alter its setting. E3g,E3h, C2,C3 11• ImpactOpen Spaced Recreation The proposed action may result in aloss of recreational opportunities or a ZNO ®�YES reduction of an open space resource as designated in any adopted municipal open space plan. (See Part 1. C.2.c, E.l.c., E.2.q.) If"Yes", answer questions a-e. if No", °to Section 12 Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur .— a.The proposed action may result in an impairment of natural functions,or"ecosystem D2e,Elb ❑ i services",provided by an undeveloped area, including but not limited to stormwater E2h, storage,nutrient cycling,wildlife habitat. E2m,Ego, E2n,E2 b.The proposed action may result in the loss of a current or future recreational resource. C2a,El c, ❑ C2c,E2q�mµ . c.The proposed action may eliminate open space or recreational resource in an area C2a,C2c ❑ i with few such resources. Ele,E2q d.The proposed action may result in loss of an area now used informally by the C2c,E1 c community as an open space resource. e. Other impacts: 12 The ppropos d action may be located within or adjacent to a critical ❑ Areas NO YES environmental area(CEA). (See Part 1. E.3.d) f" answer questions a-cIf"No", go to Section 13. 1 Yes answer _ ....... Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action may result in a reduction in the quantity of the resource or E3d characteristic which was the basis for designation of the CEA. b.The proposed action may result in a reduction in the quality of the resource or E3d :. characteristic which was the basis for designation of the CEA. c.Other impacts: FJ V Page 7 of 10 13. Impact on Transportation............. -mmmmmmmmmmmmIT The proposed action may result in a change to existing transportation systems. ONO YES (See Part 1. D.2 J) If r questions a-f I "Na", o f' Yes , answe o Section 14. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.Projected traffic increase _ _ITITITITITITmmm ���._�.._� �ITITIT-�� .. may exceed capacity of existing road network. D2j ® ❑ b.The proposed action may result in the construction of paved parking area for 500 or D2j ® ❑' more vehicles. c.The proposed action will degrade existing transit access. D2j ® ❑I d.The proposed action will degrade existing pedestrian or bicycle accommodations. D2j ® ❑ e.The proposed action may alter the present pattern of movement of people or goods. D2j f. Other impacts: _....— ❑ 14. The po naction may cause an mere Energy proposed y ase in the use of any form of energy, [—]NO YES (See Part 1. D.2.k) g "No", go to Section 1 S ..........If.."Yes answer uestions a-e. If Relevant No,or Moderate Part I small to large Question(s) impact impact may y ma occur occur p„action will require a new,or an upgrade to an existing,substation D2k ® Ela.The pro osed .. _. . �.. _. b.The proposed action will require the creation or extension of an energy transmission DIf, or supply system to serve more than 50 single or two-family residences or to serve a D 1 q,D2k commercial or industrial use. c.The proposed action may utilize more than 2,500 MWhrs per year of electricity.. D2k El d.The proposed action may involve heating and/or cooling of more than 100,000 square Dlg 0 [] feet of building area when completed. e.Other Impacts: No significant increase will occur. �� ❑ 15. The proposed action may result in an increase in noise, odors, of on Noise Odor,and Light y outdoor lighting. Li NO ©YES (See Part 1. D.2.m., n., and o.) If"Yes•", answer questions a-f. If'"No", go to Section 16. Relevant No,or Mo derate Part I small to large Question(s) impact impact may __ local D2m may occur _ occur a.The proposed action may produce sound above noise levels established by I m m. ❑ ❑ regulation. �. b. The proposed action may result in blasting within 1,500 feet of any residence, D2m, E I d ❑ hospital,school, licensed day care center,or nursing home. c.The proposed action may result in routine odors foi•more than one hour — _. �..� _ ... .... .. p p y r per day, D2o ® ❑ Page 8 of 10 d.The proposed action may result in light shining onto adjoining properties. D2n e.The proposed action may result in lighting creating sky-glow brighter than existing D2n,El area conditions. f.Other impacts:,. mm. ..-___----- _..... ❑ ❑ 16. Impact on Human Health The proposed action may have an impact on human health from exposure NO YES to new or existing sources of contaminants. (See Part 1.D.2.q., E.1. d. f. g. and h.) ... 7. If"Yes' answer questions a-»z. I `No", go to Section Relevant No,or Moderate Part I small to large Question(s) impact impact may may cccur occur a.The proposed action is located within 1500 feet of a school,hospital, licensed day Eld C care center, group home,nursing home or retirement community. b.The site of the proposed action is currently undergoing remediation. Elg,Elh c.There is a completed emergency spill remediation,or a completed environmental site Elg,Elh A remediation on,or adjacent to,the site of the prof•med action. d.The site of the action is subject to an institutional control limiting the use of the Elg,Elhm:� property(e.g.,easement or deed restriction). e.The proposed action may affect institutional control measures that were put in place Elg,Elh ;:'a ❑ to ensure that the site remains protective of the environment and human health. f.The proposed action has adequate control measures in place to ensure that future D2t ❑ generation,treatment and/or disposal of hazardous wastes will be protective of the environment and human health. g.The proposed action involves construction or modification of a solid waste D2q,Elf a ❑ management facility. h.The proposed action may result in the unearthing of solid or hazardous waste. D2q,Elf ❑ i.The proposed action may result in an increase in the rate of disposal,or processing,of D2r,D2s :: solid waste. j.The proposed action may result in excavation or other disturbance within 2000 feet of E I f,E I g N a site used for the disposal of solid or hazardous waste. E I h k.The proposed action may result in the migration of explosive gases from a landfill Elf,Elg ❑ T site to adjacent off site structures. I.The proposed action may result in the release of contaminated leachate fi•om the 132s, E If, project site. D2r in. Other impacts: Page 9 of 10 ....... ....... ...._...._. _................. 17. Consistency with Community Plans The proposed action is not consistent with adopted land use plans. [;�]NO YES (See Part 1. CA,, C.2. and C.3.) If"Yes", answer questions a-h. If"No", go to Section 18. Relevant No,or Moderate Part I small to large Question(s) impact impact may _ a occur occur my a.The proposed action's land use components may bedifferent from,or in sharp C2,C3, la [-I I contrast to,current surrounding land use pattern(s). Ela,Elb b.The proposed action will cause the permanent population of the city,town or village_ C2 LI ❑ in which the project is located to grow by more than 5%. C.The proposed action is inconsistent with l p g.._..., p p local land use tans or zoning regulations. C2,C2,C3 ❑ ❑ d.The proposed action is inconsistent with any County plans,or other regional land use C2,C2 t:i ❑ plans. _ e.The proposed action may cause a change y p , y ge in the density of development that is not C3,Dlc supported by existing infrastructure or is distant from existing infrastructure. Dld,Dlf, Dld.Elb ..._ ........ f.The proposed action is located in an area characterized by low density development C4,D2c,D2da t that will require new or expanded public infrastructure. D2j _. g.The proposed action may induce secondary development impacts(e.g.,residential or C2a commercial development not included in the proposed action) h.Other: t't 18. Consistencywith Community with the existing.._ _..__.......� munity Character The proposed project is community character. QNO YES (See Part 1. C.2, C.3, D.2, E.3) If"Yes", answer questions a If 'No", proceed to Part 3. .._ Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action may replace or eliminate existing facilities,structures,or areas De,E3f,E3g EJ of historic importance to the community. b.The proposed action may create a demand for additional community services(e.g. C4 schools,police and fire) c.The proposed action may displace affordable or �low-income housing in an area where C2,C3,Dif there is a shortage of such housing. Dlg,Ela d.The proposed action may interfere with the use or enjoyment of officially recognized C2,E3 or designated public resources. e.The proposed action is inconsistent with the pred ominant architectural scale and C2,0 character. f.Proposed action is inconsistent with the character of the existing natural landscape. C2,C3 t Ela,Elb .. .. gg E , E2h g.Other impacts: PRINT FULL FORM Page 10 of 10 Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date July 9, 2018 Prepared By: Brian Cummings I. Application Information Project Title: North Fork Recycling Applicant: Scott Schelin Date of Submission:. March 30, 2017 Tax Map Number: 83.-3-4.7 Project Location: 8475 Cox Lane Hamlet: Cutchogue Zoning District: Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 5 acres (217,800sf) Building Size 6,960 square feet This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. III: Analysis 1. Proposed: a. Existing temporary storage trailers / buildings to be removed (items 1 — 12); b. Existing office trailer to be removed. Power and communications line service to be disconnected and partially abandoned; i. Existing power/comm service to be reworked/rerouted to provide a new electrical panel to provide for the proposed building; c. Existing sanitary system to remain: i. The site plan references SCDHS approval C10-97-0008 from 4/15/98 for a 300gpd system currently installed with 1 — 1,000gal septic tank and 1 — 8' x '12 deep leaching pool; ii. Notation: "The existing minimum sanitary system meets SCDHS requirements (size and configuration) for processing the proposed sanitary flow (297.6pgd)"; 1 Staff: updated approval from the SCDHS is required and not yet provided; d. Exterior lighting: exterior lighting information has been provided on page two of the site plan which provides details for six (6) total fixtures. The photometric plan is compliant with §172 of the Town Code; e. Parking: Office Area; 1 per 100sf; 960 / 100 = 9.6 or 10 Warehouse/Storage; 1 per 1000sf; 6,000sf/ 1000 = 6 TOTALS Required = 16; Provided = 16 proposed including 1 ADA and two loading berths f. Code requirements / Bulk Schedule (LI): i. Lot Coverage: 1. Maximum: 30% 2. Existing: 2.15% 3. Proposed: 3.2% ii. Landscaped Area: 1. Minimum: 25% 2. Existing: N/A% 3. Proposed: 25%* *Shading has been provided on the site plan to detail the proposed landscape areas in order to meet the Bulk Schedule minimum for the LI zone; iii. Landscaping: thirteen (13) Dark Arborvitae at 6' high and 5'-6' on center; 2. SEQR Analysis — Unlisted (see attached assessment by Mark Terry, Assistant Planning Director) - Provide the number of trucks associated with the use on site. This is to quantify the existing use that is proposed to remain (not increase) and possibly incorporate into certain site plan operating conditions; 2 Submitted: Currently, the facility operates the following equipment on site: 3 Roll-Off Trucks, used for delivery and pick-up of large dumpster containers 3 Garbage Trucks for pick-up of household garbage 2 Mini Packers for pick-up of household garbage 2 Dump Trucks (misc. uses) 2 Retriever Trucks (rear loader) used for pick-up and delivery of dumpsters under 5 yards 2 Pick-up trucks used for running errands (parts etc.) 2 Payloaders that stay in the yard for loading and moving material 1 Skid steer that stays in the yard for loading and moving material In a December 18, 2017 email the applicant indicated that there is an average of 35 vehicles per day in the facility on a daily basis including delivery trucks. Most vehicle trips are in the early a.m. and evening p.m. hours due to the type of operation. It was also stated in the same email that the action will not increase the number of vehicles entering the facility e r-d Staff Recommendation: To mitigate potential adverse impacts from truck traffic, consider designating a truck route to and from this site between the site driveway and the signalized intersection at Suffolk County Route 48 and Cox Lane. See recommendations below for a suggested condition to the site plan reflecting this. 3. Referrals: Architectural Review Committee (ARC) The ARC reviewed the application and approved it as submitted; Office of the Town Engineer • The drainage calculations and Drainage Designs meet the minimum requirements of Chapter 236 for stormwater management. • The proposed Erosion & Sediment controls meet the minimum requirements of Chapter 236 for stormwater management. 3 The Storm Water drainage system indicated on the plan calls for two 8' diameter Leaching Pools to be installed 14' in depth. This depth will be difficult to install and even more difficult to maintain and clean over time. Therefore it is recommended that these leaching pools each be split into two 7' deep structures. Fire Marshall No comments or concerns regarding the proposed project; Cutchogue Fire District No comments or concerns regarding the proposed project, there is adequate fire access to the subject site; Suffolk County Planning Commission (SCPC) Pursuant to Section 2391 & m of the General Municipal Law, the following site plan which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Local Waterfront Revitalization Program (LWRP) The proposed action has been reviewed to Chapter 268 and the proposed action is recommended as CONSISTENT with the LWRP. The following recommendation would further the below listed policies: 3.1 Enhance visual quality and protect scenic resources throughout the Town of Southold. E. Preserve existing vegetation and establish new indigenous vegetation to enhance scenic quality: 1. Preserve existing vegetation which contributes to the scenic quality of the landscape. Retain trees and vegetation along property lines that provide beneficial screening to adjacent properties. a. Staff Analysis: i. Town Board Transfer Station Permit— 1994 1. Runs with owner of the land 4 ii. NYSDEC Operating Permit The site operates under a NYSDEC Solid Waste Management Permit#1-4738-00899/00003 under the name of North Fork Sanitation Inc. issued on 8/10/12 and was renewed on 9/29/17. The permit limits the operation to: 1. Accepting 290 cubic yards of construction and demolition debris and other non-putrescible waste per day. 2. Prohibiting the storage of more than 1200 cubic yards of solid waste at the facility at any given time. 3. Operation is restricted from 8:OOam to 6:OOpm six days a week (no Sundays) 4. Signage required. 5. Control of nuisance at all times ...odors, dust, vectors, noise and windblown litter is required. iii. Special Conditions: 1. The permittee shall comply with the most current 6NYCRR Subparts 360-1 and 11, the approved engineering report dated December 9, 1993, revised March 28, 1994 and September 22, 1994, prepared by Warren A. Sambach, Sr„ F,E., except as specifically modified below in the special conditions of this permit. 2. The permittee shall only accept construction and demolition debris as defined by 6NYCRR Part 360-1.2(b)(38 and non- putrescible wastes such as tires, furniture, carpeting, appliances, scrap metal, and machinery at the facility in an amount that does not exceed 290 cubic yards per day, 3. The permittee shall not store more than 1200 cubic yards of solid waste at the facility at any given time. 4. The permittee shall limit operations at the facility between the hours of 8:00 AM and 6:00 PM, Monday through Saturday. An attendant shall be present during all hours of operation. 5. The permittee shall maintain a fence around the property and a sign at the entrance that indicates hours of operation, and the types of waste accepted and not accepted. 6. The permittee shall control nuisance at all Times which include, but not limited to, odors, dust, vectors, noise al I windblown litter. 5 7. The permittee shall notify the NYSDEC, Division of Solid and Hazardous Materials, SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 within 18 hours of an event which causes the facility to cease operation, for a period of 48 hours or more, Such an event would include a fire, spill, etc. 8. The permittee shall submit an annual report to the Central Office and the Region One Office of this Department within 60 days of the first day of January following each calendar year in question. Such reports must be prepare, in accordance with 360-11.40) and submitted on forms prescribed by or otherwise acceptable to the Department. iv. Hours of Operation: 1. Construction Phase (per FEAF) a. 7am — 5pm Monday — Friday b. 8am — 3:30pm Saturday c. Closed Sunday and Holidays 2. During Operations a. 8am — 5pm Monday— Friday b. 8am — 3:30PM Saturday c. Closed Sunday and Holidays Staff Recommendations 1. As per comments from the Town Engineer, split the two leaching pools into two 7' deep structures. The Storm Water drainage system indicated on the plan calls for two 8' diameter Leaching Pools to be installed 14' in depth. This depth will be difficult to install and even more difficult to maintain and clean over time. 2. Consider the SEQR assessment and accept a Negative Declaration at tonight's public meeting; 3. Consider the following as conditions to the site plan: a. All trucks must use the designated truck route for this site, which runs between the site driveway and the signalized intersection of CR 48 and Cox Lane. Truck traffic to and from this site is prohibited to travel over Oregon Road except in circumstances that require it. 6 b. The permittee shall only accept construction and demolition debris as defined by 6NYCRR Part 360-1.2(b)(38 and non-putrescible wastes such as tires, furniture, carpeting, appliances, scrap metal, and machinery at the facility in an amount that does not exceed 290 cubic yards per day, c. The permittee shall not store more than 1200 cubic yards of solid waste at the facility at any given time. d. The permittee shall limit operations at the facility between the hours of 8:00 AM and 6:00 PM, Monday through Saturday. An attendant shall be present during all hours of operation. e. The permittee shall maintain a fence around the property and a sign at the entrance that indicates hours of operation, and the types of waste accepted and not accepted. f. The permittee shall control nuisance at all Times which include, but not limited to, odors, dust, vectors, noise al I windblown litter. 4. Obtain approval from the SCDHS and provide a print of the approved plan consistent with the proposed site plan to this department; 5. Once SCDHS approval has been obtained, all site plan requirements listed in §280-133 of the Town Code have been met and it is recommended that the above referenced site plan application be scheduled for determination by the Planning Board at their next available public meeting. 7 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, July 9, 2018 4:00 p.m. Southold Town Meeting Hall 2:30 p.m. Executive Session — Advice from Town Attorney 4:00 p.m. Applications atin Fuzion SCTM# 1000-61-1 13 1 LLocat�on Name: 620 Traveler Street, Southold _...., a... , ,e..... . . .. .. Description: This Amended Site Plan Application is for the proposed conversion of an existing 1,113 sq. ft. retail store to a sixteen (16) seat restaurant and installation of a new sanitary system on 3.14 acres in the Hamlet Business Zonis District Status Pending Action l Com leteness Attachments: [Staff Report Project name; North Fork Recycling (NF Sanitation} SCTM#:j 1000 83 3 4 7 475 Cox Ln., in Cutchogue Location: a �.8N. . . . ..... . .. _.. Description:-- This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 '/z-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in g Zoning District. . . _ .. . e, ...... ....e.. the Li ht Industrial, Status: Pending Action: Referral Review Attachments; Staff Report Project Name: Verizon Wireless at MGH Enter rises SCTM#:I ! 1000 15-9-8.1 ,I p' Location: 40200 Route 25„ ±345' s/w/o Lands End Road & NYS Route 25, Orient Description'. This Amended Wireless Communications Application p pp ion is for a proposed 20 ft. pole extension to an approved 70 ft. high concealment pole for a Verizon Wireless co-location of an interior mounted antenna between 70' and 90' above ground level, a 10 kw diesel generator with sound enclosure, associated ground equipment and additional landscaping. There are ±3,924 sq. ft. of existing buildings including a restaurant, marina and associated accessory structures, all on 4.7 acres in the Marine II Zoning District, Status: Approved Action: 1 Review filed C&Rs,. .. .. and Final Site Inspection Attachments: Staff Report c&b-� 'PSI"L41'cT, Be Submission Without a Cover Letter f' 9 tD � �uMo[d lrrw u,. w„ Sender: ,�rv. 1� Subject: S CTM#: 1000 'f5P - L4 Date: "j— l Comments: WA �V L .77(, e R-,C>Ae-\ � OL COO 7r' R AUT New Construction: P.O. Box 38,Oakdale NY 11769-0901 (631)218-1148 May 1,2018 Jeffrey T.Butler,PE PO Box 634 Shoreham NY 11786 Re: Water Availability—8475 Cox Lane,Cutchogue North Fork Recycling SCTM# 1000-83-3-4.7 BP#2000306741 Dear Mr.Butler: We have received your request for information regarding availability of public water service to the above referenced property. Per your request, we have determined that there is an existing water main adjacent to the above captioned property from Cox Lane and based upon the water requirements of 10 gallons per minute provided in your application dated May 1,2018, the Suffolk County Water Authority(SCWA)has sufficient capacity to this property. Connection fees, which include any applicable water main surcharges,or directional bore fees, will be required for service line installations, as well as service line and RPZ applications and inspections. An RPZ device is required on commercial properties. SCWA recommends the use of smart irrigation control systems and drought tolerant plantings to promote conservation and minimize the impact of peak pump age so as to ensure compliance with the SCWA Water Conservation Plan. If you have any further questions or would like to proceed with application for service, please contact our New Construction Department at (631) 218-1148 or the undersigned at (631) 563-5672. Please be advised that should your requirements for service increase at any time following the issuance of this letter,you are urged to contact this office. This letter of availability expires 5/1/2020 Sincerely Lisa Cetta Manager LC:lap ExistingMain_RPZ_Notification Michaelis, Jessica From: Cummings, Brian A. Sent: Tuesday, December 19, 2017 9:15 AM it To: Michaelis, Jessica 1 Subject: FW: [EXTERNAL] NF Recycling n�oW,��7ur4G1YI�� � ' �Y^�l n.mmnm oummnnM From: William Kelly [!Llaft WIL,LIAM,� Li Y6&mortonbuil�inps c�c1n1] Sent: Monday, December 18, 2017 9:34 AM To: Cummings, Brian A. Subject: RE: [EXTERNAL] NF Recycling Brian, I think I may have fallen behind on this project, below is the additional information you requested on North Fork Recycling, as it was sent to me from Scott Schelin. Hi Bill, I believe that the information that I previously supplied to you stated that we have an average of 35 vehicles per day including my own trucks come into our yard on a daily basis. Take note that most of my trucks leave in the early morning and don't return to our yard until their route is completed a the end of the day. This number of vehicles includes UPS, Federal Express, and other companies that deliver products to us. Again, by putting up the new office and maintenance building it will not increase the number of vehicles entering or facility per day. If you have any questions please email or call me. Regards, Scott From: Cummings, Brian A. [mailto:brian.cummin s town.southold.i .us] Sent: Wednesday, November 1, 2017 11:42 AM To: William Kelly<WILLIAM.1<ELLYL@mortonbu id din s.coi > Subject: [EXTERNAL] NF Recycling Hi Bill, I just did an update review on this application to see when it can be reviewed at a work session and the Board still needs the average truck trips per day for the site in order to supplement the provided totals of the trucks and accessories associated with the site.Thank you for your submission to SCDHS and SCWA. Please let me or Mark know if you have any questions. Brian Brian A. Cummings, Planner i Michaelis, Jessica From: Cummings, Brian A. Sent: Friday, July 21, 2017 12:55 PM To: Michaelis, Jessica Subject: FW: NF Recycling From: William Kelly [s raAlto WILLIAM LLY(e.m rtonbL]iL ! aOM,j Sent: Sunday, July 16, 2017 12:59 PM To: Cummings, Brian A. Subject: RE: NF Recycling Brian, I spoke with Scott at North Fork Recycling They have the following equipment 3) Roll-Off Trucks, used for delivery and pick-up of large dumpster containers 3) Garbage Trucks for pick-up of household garbage 2) Mini Packers for pick-up of household garbage 2) Dump Trucks (misc. uses) 2) Retriever Trucks (rear loader) used for pick-up and delivery of dumpsters under 5 yards 2) Pick-up trucks used for running earns (parts etc.) 2) Payloaders that stay in the yard for loading and moving material 1) Skid steer that stays in the yard for loading and moving material Thanks BK From: Cummings, Brian A. [m il„to:brian.cummin spa a msoutho[djl ,uj Sent: Monday,July 10, 2017 10:18 AM To: William Kelly<° tILLI M KE,ITLLYrOmortonbt,Nildlu¢l �.corr> Subject: NF Recycling Hi Bill, Just wanted to give you a heads up about today's work session where NF Recycling is first on the agenda. We will be doing a status update, while also requesting certain information required in order to complete the SEQR review. It should not be a lengthy discussion. Primarily: Provide the number of trucks associated with the use on site.This is to quantify the existing use that is proposed to remain (not increase) and possibly incorporate into certain site plan operating conditions; Provide an approval from the SCDHS for the proposed building. Although the application states the existing system has the capacity to handle the new building, verification and approval from the SCDHS is required for any new building; I Provide a letter of water availability from the SCWA. A letter of water avauability has not yet been provided.The applicant has recently provided the SCWA with a rate at 300 gallons per day for potable water and no irrigation; Please let me know if you have any questions. Brian Brian A. Cummings, Planner Southold Town Planning Department 53095 Route 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 E-mail: bi-ian.cLit rnin fi)town.soutliold 2 Term,Mark From: Kennedy, Kimberly <Kimberly.Kennedy@SCWA.com> Sent: Wednesday, June 28, 2017 8:58 AM To: Lanza, Heather Cc: Terry, Mark; Cummings, Brian A. Subject: RE: North Fork Recycling & North Fork SurgiCenter Applications Good Morning: Just wanted to let you know that I just spoke with Bill Kelly of North Fork Recycling. I asked him to send me an email as per our discussion. Thank you. Kimberly Kennedy Assistant to General Counsel Suffolk County Water Authority 4060 Sunrise Hwy Oakdale, NY 11769 631-563-0375 631-563-0370- Fax From: Lanza, Heather ............ ... Sent: Tuesday, June 27, 2017 10:03 AM To: Kennedy, Kimberly Cc: Terry, Mark; Cummings, Brian A. Subject: RE: North Fork Recycling & North Fork SurgiCenter Applications I<im, We've taken steps to get you the information. Please hold on a little longer on this. We have let the applicant for North Fork Recycling know again today, in no uncertain terms, that they must provide the information or their application would be processed no further. North Fork Surgicentcr is relatively new and they also have been put on notice to provide the information, and we expect it is forthcoming. From now on we are not going to process applications at all until they provide the information. Thank you for your patience. Heather From: Kennedy, Kimberly [ITs� a .—i--'IjIerj� UJ Sent:Tuesday,June 27, 2017 9:53 AM To: Lanza, Heather<dm, h1w_t i wb�_ �����c� �,�d �� ufl'ua�i l �I Subject: North Fork Recycling & North Fork SurgiCenter Applications Good Morning Heather.. I am writing today as a follow up to our conversation of last week with regard to the two captioned applications referred by the town which are lacking anticipated water usage data, data that is essential to SCWA's review. Should I anticipate receiving this information? I have been trying to secure this information for the North Fork Recycling center since May. I do not want the record to reflect that SCWA did not have any comments, since we do not know that as this time. As discussed, there have been several applications in recent times that have been missing this information and I have called and corresponded via email with your office to obtain this information, which I did eventually receive. Please advise how you wish to address the current situation with the North Fork Recycling Center and more recently, the North Fork Surgi Center. I await your reply. Thank you. Kimberly Kennedy Assistant to General Counsel Suffolk County Water Authority 4060 Sunrise Hwy Oakdale, NY 11769 631-563-0375 631-563-0370- Fax 2 Submission Without a Cover Letter s y�� �� Vi Sender: If�>xuSwWiald Town Subject: M�-W fpe-e_ SCTM#: 1000 - 0 .f 1, 2 01 S01Lwflhco �a��rro Date: 10-1% — 1-7 FlafMinu Board Comments: 1 �4 1 p r 1 ro ,- r p , ,, pp ixr✓; gip' 9 !r I'PI��!/,Gr //r� wwcTtr„2"(;T SUPPLY SYSTEMS Perrriit g [ ] Food Establishment of Ex irreat Permit her S, SECTION 1 Amy - ' Hamlet Town Location:N E/W side of y'}57A!ct ®W of ! ! t OR N/S/E/W Corner of and ' s District(s) Section Tax Map No.• ( ) Block(s) Lc�tls GL7 Q2 " Name of Applicant: " III I Tel#: UOZ35-9 Mailing Address: Email Address rn �i�ri odd i+ J rl s ,,.� �;,�r l���l V,�� "%",'NO t ,! ✓ "xi. 'yriY!/, `��� �;r ✓ ,,�' a, ,,,q ,s�.¢� o "w. '"' ,gyp x Name of Current Property Owner: Tel#: ( Y - 72,21 Mailing Address: Email Address Mnircgv jy I Gvh'%�rm iu�i✓ i��rcf rr� !! r n r ✓ '!r nr x'yr uM p i i i'ti l r m+ Name of Industrial Park, Subdivision and/or shopping center(if applicable): Previous Health Department Reference No(s). Site is currently: Town Zoning of Occupancy Rating as Total Area of Parcel(Acres): Topography(Flat Vacant Parcel: per Building Code. Steep,etc.): Improved L T �- in Gallons Per Day of Se wage Discharge; Total Parking Spaces: Number of Stories(in each s(in eachBwldtl t ). Total Gross Floor Area ofBui►ding(s) ExNstitg _qq Baistint __—I._.�, (including all Mezzanine areas): �_ Pro Existing ICr�C�i/lf posed m_.-. g Bement: YesEl No Ex sting all floors and Mezzan Proposed Proposed V_ I . ,,. Mezzanine: Yes No Specify Method of Water Supply Proposed pp Y• Distt ice To Water Main&Name of Nearest Public Water District: [Public [ ]Private Well T I�e�fo 1/J � f, Specify Method of �w;t, �*Disposal: [Subsurface Disposal(conventional) Public Sewers Distance To&Name of Nearest Public Sewer District or Treatment Plant: [ ] [ ,l Other(explain) 1� w. �p . "'q WWM-004(Rev.02/12) Page I of 4 'p ( � , � lV�l� �'A S NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region I SUNYft Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 WWW.dCc.r1y'goV September 29, 2017 North Fork Sanitation Inc. PO Box 982 Cutchogue, NY 11935-0982 Re: NYSDEC Permit# 1-4738-00899/00001 North Fork Sanitation Transfer Station, 8475 Cox Ln.,Cutchogue Renew Permit without Modification Dear Pennittee: In conformance with the requirements of the State Uniform Procedures Act(Article 70, ECL) and its implementing regulations (6NYCRR, Part 621)we are enclosing your pen-nit. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions,please contact us at the above address. This permit must be kept available on the premises of the facility at all times. Sincerely, Kevin Kispert Environmental Analyst 11 file cc: Y.Zhao,NYSDEC DMM Cameron Engineering&Assoc. LLP f "omyoilf( Department of 21L Environmental Conservation Am Wkwd NEW Y RK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION N Facifity DEC ID 1-4738- 0899 PERMIT Under theEnvironmentalr . Conservation_ ` (E( ) ..... Permittee and Facility Information PermitIssued o: Facility. NORTH FORK SANITATION INC NORTH FORK SANITATION TRANSFER STA PO BOX 982 8475 COX LN CUTCHOGUE,NY 11935-09 2 cuTCHOGUE,NY 11935 (631) 73 -7221 Facility Application Contact: CAMERON ENGINEERING&ASSOCIATES LLP 117 Crossways Park Dr WOODBURY,NY 11797 (516) 24-5250 Facility Location: in SOUTHOLD in S FF LI< COUNTY Village: CUTCHOGUE Facility Principal erence Point: NYTM-E: 79.792 NYT -N: 4545. 56 Latitude: 1°01'59.9" Longitude: 72°30'15.6" Authorized c i i : Operate a transfer station receiving a maximum of 290 cubic yards per day of construction and demolition debris (C& ) and other non-putrescible waste. Solid Wastea e e Facility Into.: 521'63 Permit Anthorizations Solid Waste Management-Under Article 27,Title 7 Permit ID 1-4738-00899/00003 Renewal Effective ate 9/29/2017 Expiration ate: 9/28/2022 Page 1 of 8 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NNW Facility DEC ID 1-4738-00899 '1"'",'-'l".".---11' I""I-1-111 -. —1 ------------ 17'1.'----------- NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,and all conditions included as part of,this permit. Permit Administrator: ROGER EVANS, Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony 13roo l5,� Y I ] ,'9O -3409 , p Authorized Signature: Date / / / . �_ - _...._ _ Distribution Lis CAMERON ENGINEERING &ASSOCIATES LLP YIN Z,HAO KEV.IN A KISPERT ... n Permit . _..p _ ...�w ..... �...... .__ _m__..�. . Components �._ .- ,..... SOLID WASTE MANAGEMENT PERMIT CONDITIONS GENERAL,CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS SOLID WASTE MANAGEMENT. ._ .�.._. .._. ..__. ...._ ... CONDITIONS .�. ._ ...�.� � PE YO 1T G ._w - .-....... � . .. . ...a.....w. 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the permit application, plans and materials prepared by Cameron Engineering and Associates, LLP on April 2012. Page 2 of 8 Cummings, Brian A. From: Cummings, Brian A. Sent: Thursday, August 10, 2017 10:48 AM To: William Kelly (WILLIAM.KELLY@mortonbuildings.com) Subject: NF Recycling Importance: High Hi Bill, 1. NF Recycling—on hold for referral review until all requested information is received from most recent PB correspondence: a, SCWA letter of water availability(confirming SCWA has the capacity for the proposed use) b. Submission (at least)to the SCDHS for the proposed plan *(SCDHS approval is required) c. I was updated by the DEC that the renewal for the operating permit is almost done and "one step away" so that is good progress; d. Thank you for the truck/vehicle information, however it does not address the answer needed to complete the environmental review; please provide the following: i. The number of trucks and other vehicles entering and exiting the property daily and noting the busiest periods; would be extremely helpful to quantify the scale of the operation ii. Please answer the following: 1. Will the action change the manner they handle waste at the facility? 2. Promote an increase in the amount of waste they expect to handle in the future? Please let me know if you have any questions. Best, 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 l r;i� r7.�.�u.�rmrwrup;�(c' kown.sutah old ray :�:s 1 MAILINGADDRESS: PLANNING E E P.O. sox 1179 DONALD J.WILCENSKI �< r '� Southold, 11971 Chair OFFICE LOCATION: WILL J.CREMERS Town all Annex PIERCE RAFFERTY c i„� 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR " Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 13, 2017 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re Proposed Site Plan for North Fork Recycling (NF Sanitation) 8475 Cox Lane, ±500' s/e corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-3-4.7 Dear Mr. Kelly: I am writing as a follow-up to the Work Session held on July 10, 2017 where the Planning Board discussed the above-referenced Site Plan and determined that in order to complete the SEQR and referral review of the subject application, the following information is required: 1. Provide the number of trucks associated with the use on site. This is to quantify the existing use that is proposed to remain (not increase); 2. Provide an approval from the Suffolk County Department of Health Services (SCDHS) for the proposed building. Although the application states the existing system has the capacity to handle the new building, verification and approval from the SCDHS is required for any new building; 3. Provide a letter of water availability from the Suffolk County Water Authority (SCWA). The Planning Board, its Staff, Town Departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office at 631-765-1938. Very truly yours, o Brian A. Cummings Planner Q. Proiece and'yellina Instructions foi° Completing Pail I Part I is to be completed by the applicant or project sponsor, Responses become part of the application for approval or fundin!', - are subject to public review,and may be subject to finther verification. Complete Part I based ou information currently available. If additional 1,11 research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information; indicate whether Illissilm information does not exist, or is not reasonably available to the sponsor; and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. must completo all Rams in "aecfimm,A B, In Sections C,D&E,most items contain an iuitial question that must be answered either"Ve's"or"No". Tr the alo'mer to the initial question is"Yes",complete the sub-questions that follow, Ifthe alls,wer to the illit4d qucstioll is"No",proc('(,A (o the next quesdon. Section F allows the pvOicet sponsor to identify and attach any additional information. Section G requires the name and signaftire of the project sponsor to verify that the information contained in Part lis accurate and complete, A.Project sand Sponsor Information. .. ..... .......... Name of Action or Project: Project Location(describe,and attachhangel a al location inap): e-�e—rjqj 41 —rz: �10( , L-AWL. _w)( Brief Description of Proposed Action(include purpose or need): C1 5. E 6D F:�4-4-- E ATTAC-1-1-� 7F17) (fi0 S. � MAT-07 Ek"CL _=LY-4!F=> D�TALL- Name of Applicant///Sponsor: Telephone: "' E-4viail: y A 1dress: City/PO: State. 7 ii 1)C'o de el ?e: LU UL 11 ___ __ —1-1111-1 J............ Pro ect Contact(if not same as sponsor;give name and title/role): Clepholle: -------............ E-Mail: m. .......... ......... ........... ....... t e z 13 Codp! State ...... .......... ........ ............. Property Owner (if not same as sponsor): Telephone: z, 7 ........... ........ E-Mail: ..... J '111 L 61 Mhlr essr tv',>I c—C,rri city/po: State. Pag:e I of 13 B. Government Approvals Fulldilia,or Sponsorship. iucludcs -1-ants, Joans, Box 11.1:,fliof, 'uld aCry o0lcr florms ol'finauckd assistance.) ............... ----- ---- ....... Government Entity if Yes: Identify Agency and Approval(s) .�pplicatioji Date Required (Actual oi-projected) a. City Council,Town Board, [I Yes t',lo or Village Board of rostees ................__------- b. City,Town or Village Yes 0 NO I'A.A-) )V,P -d or Commission ........ Plannim,Bom A 4 c. City Council,Town or ?-I Yes Wo VflJ,,,u1c Zoning Board of Appeals d.Other local agencies Yes F] No 'j 2 ........... ................ e.County agencies El Yes 0 NoI. f.Regional agencies El Yes F4NTo -----------....... State agencies El Yes 1,No i li.Federal agencies �y Yes vi,we i. Coastal Resources. i. Is the project site within a Coastal Area,or thewaterfront area of aDesignated Inland Waterway? es No ✓ If Yes,U. Is the project site located in a community with an approved Local Waterfront Revitalization Program? Yes No W. Is the project site within a Coastal Erosion Hazard Area? 13 Yes No C.Planning and Zoning C.I. anning and zoningactions. Willa Faministrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the Yes 0 No only approval(s)which must be granted to enable the proposed action to proceed? ® If Yes,complete sections C,F and G. ® If No,proceed to question C.2 and complete all remaining sections and questions in Part I C.2.Adopted land use plans. a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s) include the site Yes 1"10 where the proposed action would be located? If es,does fide c nipreliensive plan me uc e specific the proposed action would be located? ,'Yes q(No Is the site of the proposed action within any local or regional special planning district(for example: Greenway Brownfield Opportunity Area(BOA);designited State or Federal heritage area;watershed inanagenient plail,- or other?) If Yes,identify the plan(s): ----------- . ......... Is the proposed action located wholly or partially witfini an area listed in an adopted municipal open space 1) in, 1CCs lit� N o or an adopted municipal farmland protection p]10 If Yes,identify the plan(s): Pagee 2 of 13 f".:3. y,a7riirrl:; r. is the site:of the proposed actioll locatcd in a municipality with all adopted rorlbul law ol or(1inancc;. s lfYrs what is BJw zoning classification(s)nncludin- r ry ap plre a blc cwcr lay district? s the use permitted orballowed by 1 ilditlonal Ilse p 1p. I a special or co erriut? „i�Yes Et No 1, rl P.orrlr➢[ Glrai'1.... V.leStlCl ars p8 err o.l the nao p0,eci rction? G 3 )1'O's r;4;10 s' a> i� � 1 1 1 ., If Yes, w zoning for the Srte°.J. a.... �t _:.i, What is tllc proposed ne... CA Existirug Community services, , a..In what school clistrict is the pro ect site located? m 1 j ocated? .. _ 6.Wll�rt w_m.,. .. ���� . _ police or other protection forces serve the project site? 1 � e7 i .> _ ._. R _ le vies serve the sites c.Which fire protr ctr(nn mild emergency medical services e project _ .°_� °� _ . . ....� d.What parks,serve the project site? .m .. „__ ...., .,m,�m.. .,_.e..._ —.._ .... D.Project Details D.I.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential industrial commercial recreational; _ c g 1 p if mixed,include all components)? b,a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? 'aarer c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 5,4 acres C.Is the Posed P action an expansion P of an existui project proposed or use? Yes❑No i. If Yes,what is the lip roxim,le purcellila e of the proposed(xparrsr0 ll and identify the units(e.g.,acres,miles,housing units, square feet)? % r.. "j r ) ,1� 4jrtit ..p,ai d.Is the proposed action a subdivision or does it include e a subdivision? ❑Yes C t err lclud Ifyes; -"'- .. .,a........ i.Purpose or type of subdivision?(e.g.,residential,industrial,commercial; if mixed,specify types) ii. Is a cluster/conservation layout ....... _ __ �___ m�r°_. �_ ._.. . _..n.___� .. .•-, .• ❑Yes a,__.__ proposed? iii. Number of lots proposed? _ iv. Minimum and maximum proposed lot sizes? Mininnuu °__..._.� ,.,,.._ Maximum e,Will�n'o proposed action be constructed in multiple.. m � �rrrorrths n e. o � �..�}P phases? yes i. Il I o, anticipated period of construction. ii. If Yes: ® 'Total number of phases anticipated ® Anticipated commencement(late of phase 1 (including dcm0lition) illonth year ® Anticipated completion(late of final please month —__yeai- • Generally describe connections or relationships among phases, including ally coil till gencies where progress of orle phase luay deterrlline timing or duration of future phascs° 1:1acfe 3 of 13 ` Initial Phase At completion of all phases 'Ills 11 Does the proposed action include 3w%v non res�dential construction(inchl din exi), io s)? i,Total numbcr of structures U. 0imensions(in feet)of laroest proposed sti-1101113,C: iii. Approximate extent of buildin space to be licated or coolecL la. C et liquids,such as creition ofa water supply,reservoir, pond,lake,Nvaste lagoon or otlici,storage? If Yes, i. Purpose of the impoundinent� ii, If a water impoundment,the priiicipal source of the water: 11 Groloid Water 0 Surface water streanis 0 Other specify: iii. If other than water,identify the type of liquids and their source. i.v Approximate sizooftlic Volume: ........million gallons;surface area: acres v.Dimensions of the or impounding structure: height;_length vi. for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? � • Volume(specify tons or cubic yards): • Over what duration of time? iii. Describe nature and characteristics of materials to be excavated or dredged,and phans to use,manage or dispose of them. il'. Will there be onsite dewatering or processing of excavated materials? 0 Yes _ - _--__ ` ir. t.t,(scribc 11O the proposed action as'ol ld�u�Idcc, t" t that �^d<sCs.a�lsody or weticaracl, a,.ax, a,:,.c.alvQatucaaa, Pull, palaammcmat ail`staa;e,taunGss,oil' :dterartion of,c;l�saantr�ck, l,aa�ro�rlt�'� aand oSlm,c ills, �fildre.cate c.xte i of�auel�iv�6cs;, Gallia.,,T Uiolas a nd cat4�aViPiaa�ns irl.�s:lar,r�I�a:f,cot Flu°ar�ra,s: iii. Will proposed action cause or ru..allt in dlstm,bance to bottom sedimcrlts? ors a i 0 If Yes,d4 '(',riaa _ �a,;Itl�ca,a.. iv. Will proposed) a trfas°� oaansc or result in the destrriction or removal of aclua tic vc Mtatialnt If Yes: 1 t<I1 ,ead'acluaticvegetation proposed to fact rcnac`:i ved c.:laat.tid acreage of s-egctsrltcarl is o�a�amilllurl after project completion: ,purpose of proposed d t.cruta al lr ra, beach clearing, invasive species cont.rol,.baftt access): ----- ...... ws pl°oposed nlella y.1-cif plant removal:,.. . ifchemace,Mali,dhrueir6ttreatmentwillbeused s ec> p ify lrr°rrtluae i&,) .. 1 reclsumation/rmiti ation follcr� anrx alt.irub ana �... J. l,trm.;eril)s p an rl'aa'l�a:aa.c'' g ro osed action use,or create a new demand for water? „ r ° � ..� .•..�...._....._ ..�..mn.� .._ ..�. ..�.�_. � . �.°.w •.. _a °water? C. WilltheA�.. Y e To If Yes: l anticipatedi. g 1 Y m_. _ gallons/day ii. Will lthe proposed]action obtain ew ter frorn an existingpublic v ? ...__."water supply Yes❑No If Yes: — • Naine of district ce arew Does the existing o public water supply,� �"es ❑No....,.._ • l pp y have capacity to serve the proposal? t • Is the project site in the existing district? IVYes 11 No • Is expansion of the district needed? ®Yes KNo • Do existing lines serve the project site? ❑Yes 0 No iff. Will line extension within an existing district be necessary to supply the project? ®Yes kNO If Yes: • Describe m.,...or capacity exImnsions.propose d to serve this project:ROM h� . :�.. � • Source(s)of supply for the district: iv. Is a new water supply district or service area proposed to be formed to serve the project site? 13 Yes No If,Yes: • Applicant/sponsor for new district:.. ._-----— • Date application submitted or anticipated: m • Proposed source(s)of supply for new district v. If a public water supply will not be used describe plans to provide water supply for the prole vi.If water supply wall be from wells(public or private),maximum pumping capacity: gallons/minute. ���� _ _ _ ... _..__�.. • 1 ]mute. d.Will th....�ro proposed°rcti.._.. generate liquid wastes? _.W_._m_.�..�..._....._._..��,,....�,.,�__.®.....�.,.�...__..__. ...__. Yes r�No e l l on 6 g stes. If Yes: i. Total anticipated liquid]waste generation per day .__..Zat7. gallons/clay if. Nature of liquid wastes to be generated (e.g.,sanitary wastewater,industrial;if combination,describe all components all(] approximate volumes or proportions of each). tdid ",�� 7�L ;' w,e W -� . t fif Will theproposed action use an existing_,public wast..���. �� �..,m � � ��� � n Yes No y g l wastewater treatment facilities. If Yes: • i,�talljc of wastemacr treatment plant to be useC}' u • Name of district: a ment plant have capacity to serve th._. p • Does the exrstir>!l�r wastewater tu•c�.� _ l 1 y c project? [s yes 0 No I • Is the project site in the existing district? -' Yes s:-1 No • Is expansion of the district necded? a-° Yes s-s No Page 5 of' 13 Lac;existing, S(ne cr Nnincs se'nvc,the,pa oJec,t sntc, YQ:s tXlNo WilH lint<,e'�k'nnsion,n within an(,�Xist qi ",din,h�c°t be,m r cssanly to sc vc dic paaroa4cC? Y'es,1,:11"N o t es: Desc,u H)c cxtensnons Or c a raac•nt cx;an„ioncs proposed used to Serve this ° a q ,° Y� 1 l: 1 �� i s pa-cape cP', .---------- ti,watei ew�igc ti catment district be formed to. .. . _. h P i1. Will an r�c�w wo�°¢is '( ) srrvr the l,rojc;rt site. Yes t�;Ncr If Yes: • r ppIicant/,spoiisor°for new di°°strict. • Date application submitted or anticipated . o What is the receiving water foi•the wastewater discharoc? v. If public facilities will not be used,describe plans to provide wastewater°treatment for the project, including specifying proposed ft4Gl"r inJg water(]],line and classification if surface dis iae or describe sli slirface d]S)O,S�a,1 n plans): w _ .... 14. Describe an Mans or designs to capture,recycle or reus ' Y I g P Y e liquid waste: e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point o Yes l .10 sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-paint source(i.e.sheet flow)during construction or post construction? If Yes: i. 1-I01v much inipervi�ous surface will tlpe.-Project create in relation to total size ofpi"¢ppect�°1i,irce�l"? Square feet or neres(impeivioris surface) _._ Square feet Or acres(parcel size) ii.Dcscr&e types of new luoint sources' --— -_ . . _ ._ _....._. _._.. .... .... iii. Where\gill the. Ater runoff be directed(i on-site stormwater management facility/stru .e._�...m .., .m..._._ w< "mm � ctures,adjacen"f properties, t site surface waters). s ornn pro iroficll atci on-site biro Ca.e water or o1 • If to sul l tics'w" ei's, identify receiving water bodies or wetlands: stormw i Y, Does proposed plan minnnizefimpervious surfaces,use pervious materials or collect and re-use stonnw_... r? s? ❑Yes VNo proposed P � P No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑Yes ❑ do combustion,waste incineration,or other processcis or operations? If Yes,identify i.Mobile soirees chininf;Inoject aalnrsrltion �i..a..,heavy egiiilincnt,fret or deliver velircli °�- !7. Stationary sour°ceS drlrirlg construction(e.g.,power•geilel•atlon,stiuct o-- _....r. ..,,W,am.... ...�. . ....... ... .....__, ........_ ral heating,batch plaint,crushe°s} _ _. .._... m.._.. —_.._--__..... iii. Stationary sources during operations(e.g.,process emissions,large boilers, electric generation) g,Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, r]Yes ES��fer or Federal Clean Ali`Act Title IV or Title V Permit? If Yes: i Is the project site located in at)Air quality non-attainincit area? (Area routinely or periodically fails to meet r_I Yes C No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: Tons/year(short tons)of Carbon Dioxide(CO,) 1'on w/year(short toms)of Nitrous OXide(N,O) ------------------.Pons/year(short torts)of Perfluorocarbons(PFCs) 1 ons/year(short tons)of Sulfur Hexafluoride (SP6) ]girt:/;year(short tons)of Carboni Dioxide equivalent of flydroflourocarbons(II Cs) Eons/year(short tons)of Hazai does Air Pollutants (I121.Ps) Paige 6 of 13 wiVl tlic proposed action r.� nellflk,of euurl ncthauc(inc udurq,but om(. hnd.Cd m, s as s`;c t (.n )rnt pls.11n9s �.t,c s ,"Ic linldiuVl:;,c',o apos4.ing Rlacilitic.$)? If Ycs: ii.Describe mothane ill hn)i uc g ° /� ( ) .. • �any l or aA�iar7,sr,nC„c7au uraa.tasurc;s rrac,pr.a<]c,cl in lrn�cpjc.c C c1rM.,iyua (c r;. Ica crr - electricity,flawing): �1 dl tlacc prcr uarsaad action a tlic ucl., l p°„_� l 1 aG stilt r.r casc o air pollraanta fioiva o len-aarr o'pcmtions or pmccs,scs, such as es l (J+1d1 qo our f or laandfill(,:)pCratiol1S? f I:.f'yCs>� 1)CS,aib0 0 er"Ifions and ur ature u:)f Craaissions(a csc,l cxhauu[St,roc,liM par( uua<rlCS/clar,st�: J, proposed 1 ....-.'Jill the pro posed action result in a substantial increase in traffic above present levels or.generate substaantuaul new de'nand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply):° E] Mo•ning f_l Es,Cning i Meckcnd ❑Randomly between hours of --------..___. to n. ,For commercial activities only,projected,nuiialit of .. ysemi-trailer•truck trips/day: proposed Proposed-„____ t�let increase/decrease rrt. Parking spaces: Ercistring„ _ iv. Does the pro osed action rucludr a ny shared use parking? ❑Yes a No v° If the proposed action purwlritgeil"any modification of existing roads, cnr,ation of new roads or change iri-a X/Jstin,access,describe: F .......°...... vi. Are pubhr l i"vane transportation services or°'arcr9rtue,s Kiv°iilrilple within /s mil mm ®Ye Pr p O ' e ref llie;proposed site. s vii Will thv f5i-oposed action include access to public trlirnsportation or for use of hybrid,electric t °ks No or other alternative fueled vehicles? viii ill the proposed action include plans lcpa peclr to°ldkn or bicycle accon)mod ations for connections to existlifi)" p C]Yes 0 No pedestrian or bicycle routes? ..r k.Will the proposed action for commercial or industrial projects p p ( 1 j is only)generate new or additional demand `i'es No for energy? If Yes: nrati<iii o _i.Estimate annual electricity demand during ia1lc,�° f the proposed action: _.. �P-dLI—A' 4AAJD tr4pi y project( .g.,on-site t• 'µ.. ii. Anticipated taaniees/sriplaBiens c�tf elcckr°i�ept� for the ro ect a on siteinppta non-site renewable via rriicf�Jlcearl arl�i9ity,or uatlaer)° �� .e ° on require ie�w,o an i G or t ,� ,t ;iii° Will th Ic 1.IlrrrwiMscrfaplp `atirdi: iisrw i klil i.teirls"arlarclLIlly.... • Burin Constriction: -��� ^° _.�i ii. During Operations: � e i. During Monday-Friday: � C f � �'hA Monday-Friday: )Ak � .. a Saturday: �, %cam ai"1 ..., "aI`> t Saturday: _... *� " I. l IT Sunday: m, Sunday: 6 C> Y _. IIolida s: holidays: 7 of' 13 M. WM Ow pmposcd actioll producc no�'S"'thm will excec.d cxisting amb�(,,nt noiso �cvcls durin�;COMMRIINJ(A�, c", (Y";No op�%�ion'm huth9 U-) U Z4 i�� VV�H action �0'1110VC cx�sfinr'naturl� lixarriers Owl,coldd act as a noise baniel 01,SCIC(�O ................ Ii.. Will the proposed action have outdoor lighting? If yes: i.Describe location(s),licight offixture(s),directionhini, and proximity to 11(nuest occ,"upied Sti-LICIUMS: 0 A-, ii. Will proposed action remove existing natural balTiCI'S that could act as a light barrier or screen? y C S L" "0)o .. . ...................... ....... ........... ........ ..... .......... o.Does the proposed action have the potential to produce odors for more than one hour per clay? No If Yes,describe possible sources,potential frequency and duration of oclor emissions,and proximity to nearest occupied structures: . ......... .............. ... ..................... . p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) No or chemical products(185 gallons in above ground storage or any aniount in undeij;round storage)? If Yes: i.Product(s)to bq1S'toi'&d""_'_"__ H. Volul per unit time 41--Ino6b,year) iii�kiffi�rally describe proposed storage facilities., .................... .................................. ........................ q.Will the proposed action(commercial,inclustri recreational projects only)use pesticides(i.e.,herbicides, 11 Yes No insecticides)during construction or operation? If Yes: i.Describe proposed treatnipmto): ............. .................. ....... ---- ii. Will the loposed aLfiSni Lie Intq.S a!��j esl �jLi.,jEnicnt Practices? F3 Yes 0 Z'lo r.Will flie proposed action(commercial or industrial projects only)involve oi-require the management oi-disposal Yes No --Of solid iv.aste�,(.excliidhiglia=.d.ous materials)?.. Ifyes: i.Describe any solid waste(s)to be generated during coq,�Iriicfion or operation of flie facility: * Construction: tofls"ller (unit of * Operation lons per ('11nit of'-flinc) ---------- U.Describe any proposals for on-site in in i in recycling oi-rcuse of mate rials to avoid disposal as so J Coils tru Ction: ............... Operation: ............... ...... .......... W.Proposed disposal for solid waste�f'�cif I'ated on-sitc: Construcli�m""',_ OPCI'Aflow ------------ .............................. Page 8 of 3 � _ s� Does the proposed action inch�dc�ccmlmcdo�i Orllloddlcafio��orii Solid wasto nlanagenlent facility? os Oflm'disposal activities): I Tonshnonth, if tral)Sfer or other ticaWnent,or iiL If landfill, anticipated site life: yeall's 1.Nanic(s)of all hazirdous wastes 01'constituents to be generated,handled oi-managed at facil 4,y': ii. Generally describe processes or hazardous wastes 01' _71'r i.v. Describe any proposals'[01"'On-site minimization, recycliw,or reuse of hazardous constihwtits�, V. W i I I any]'at zaf d o u s wastes b e(11 i sp os ed a 1,ab exi sting offsite h a zard ou s waste fad i I i ty? Ws ENo If Y es:p�()Vp4n.ame and location of zwardotf�waste facility: ` If cscrii)e proposed niaiiagciPehl of any hazardous wastes',Xybiedi will not be sent to a h, E.Site and Setting ot Proposed Action a.Existing land uses. i. Clieck all uses that occur on,adjoining and near the project site. E.I.Land uses on and surrounding the project site 11 Urban ;K,Indiistrial * Conmiercial (A Residential(suburban) d Rural(non-farm) ii. If mix of uses,generally describe: b.Land uses and covertypes on the project site, __— Land use or Current Acreage A r Change — c. Is the pm c°c,t site lesexntly aus'ed by k11e lbc, s of thc,couwu �.. _.. _ 1 ➢ 1 aaaruoaity for public,a�.b,u rs;utuoau". If ices: a xplaaiuu; J. Are thero aq facilifles sc svuua childuuul, flue clde� ly^ lag:oPIC wv tlu disaul.uilid s (e:.s7.,schook,hospi&,,ds,lucu cd �u N day c;puu c ceunacu.s,or 6 ro upp homes) a ii:lnira l'500 fect of the pprojec;:t site,? i 5i Yes, i Icictn6fy F au litue,s: C.Does the project site contain aii c isting clam? "� ""` "p ''�o If Yes: i. Dimensions of the dam and innpoundnncnt: ® Dana height: l'i ct ® Dann length: fect f Sur ace area: _ aM'es w Vol a ie impounded -allons OR acre-feet ii. Darn"s existing hazard classification W. Provide(late and summarize results of last inspection: f.Has the project site ever been used as a municipal,commercial_ ...� or industrial solid waste management facility, t�'Yes ❑No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i.Has the facility been formally closed? ❑Yes ❑ o • If yes,cite sources/documentation: __ ....... ii.Describe the location of� the project site relative the boundaries of the solid waste iaa«taa«ag(.rn(:z�nt t a��� ri'i rite activities: . m Describe��ny development constraints due to the prior solid w g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin Cl Yes No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i.Describe waste(s)handled and waste management activities, including approximate time when activities occurred: Potential contamination history. Has there been a reported spill at the proposed project site,. ��—. .. .. .._.— mm..n.. , Y P P p 1 ] J or have any ❑Yes�,_.�,Na remedial actions been conducted at or adjacent to the proposed site? If Yes: i.-Is-any-portion-of-the site-listed oil-the'iNIYSJ'Ai,'a 8" piIVs-Iticidents clkttwaba�c or F"nVirol duelttal cl Yes .No Remediation database? Check all that apply: Spills e '" Provide DEC IL}ant rn@rer(s) o Yes—Environmental Site K fi,icdiation database Provide ]v T"C [D number(s) ElNeither database 11. If site,has been sub e,t'%n RC_.. J I "�p RA corrective activities, r,rl nneasures: If es utatry4tcleDFCID mnnnbcn• s . Y 1 O tal Site Remo d�ation altiiabase? a Yes 0 No , l � y . 111. IS tin(, pear gat within 2000 feet of any site in k1ra�,,!"t S]"11 L 1 nvnronnncn ._ iap. if to(i),(ii)or(iii) above,aCa u,a,a ilrn: a.uraa.uat status of site(s): Pa�ue 10 of 13 71 ]s tl%G;i)I.oJ(.'Ct site smbjce:A to aninstitutional wilt%ol linrdling prolmly %r.se's? 'es ")'IJ to Ii yE:.r, 1 A C si[e W%'%m1ibor: Describe tlic type of ilislitutkoxl'rl control.(r (r, deed r 1 su action or c a%scmcnt) Describe r ibc°dtxr tz;,c;} linu%t.er.tions: Describe 1 ibe any crl kt](Cr ll'k contrC.K Vill (tic pro cet ;1't�ld.ct: the ins6tr.utkomll or ell gine r rr%11,;controls ill pla.%cc? ��K G „K a No E.2. Natural Resources On or Near Project Site ____ ar..wh'at is tkkc aversi(;r_ de.ptli to bcdrock on the project site? '1 1 I ll�,� .I��.N feet Gr&ol%terolppripgs 01!tile.._. _ Ip. 1rc tlas rc IJecJr., � lriGp�e.ct site? t r"1'es,)i'�Iet If Yes,what proportion of luc site is comprised of bedrock.outerophings"? c.Predominant soil type(s)present on project site: -t`tl fit, I ' a i. `Iy ap1:�r _ % (Ca d What is the average depth to t_. . _..P.. .. �� .._ ..w ... ....__.__... _ , he water table on the project site? Average: feet _..............._... _ A..._ m__—_..._ ..W__, ...._.... .. e.Drainage status of project site soils. ❑ Well Drained: J___1J%ofsite ❑ Moderately Well Drained: %of site ❑ Poorly Drained _ _%of site f.Approximate roximate proportion of proposed action site with slopes: ❑ L_etD 1 P 1 1 p_.,.}m4 p 0-10%: %ofsite ❑ 10-15%: %of site ❑ 15%or greater: - %of site g.Are there any unique geologic features on the project site? ❑Yes)yNo , If Yes, describe: h.Surface water features. ... •.����� �... .�.� �.. ..�..ro�_._ .�. i.Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑YesV No ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? ❑Yes No If Yes to either i or ii,continue. If No,skip to E.21 iu. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑YesX No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the followingy information: Fakes or Ponds: Name Classification ® Wetlands: Name --._-- ._.....,. Approximate Size • Wetland No.(if regulated by DEC) --..... v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ❑ Yes❑No waterbodies? If yes,name of impaired water body/bodies and basis for listing as impair-ed: r.Is the project site.. •. .w....., ,__ _.. m . _ --- .._,.w _.....____ 1 j in a designated Floodway? I YeNNo Is the project...�. .� j 1 ° J site in the 100 year Floodplain? 1 Yes . 1 0 k.Is the project site _-...._. , 1 ) to in the 500 year Floodplam? Yes �°ler I.Is the project � immediately•_ a i nmr n inci pal or sole source a uifer. � � Yes 1 Iect site located over,or adjoining, �pin y, principal �� 5 JI� 1 9 w �es (No � I f Yes: i Name of aquifer: Fate 1 l of.d 7 aar. Ildcn tP fy fhe I,rw<Iomimmt wi dfifc,spcc:ic°s that accCua cy W,HSC pgIc proJoc:t ", n...Does the project site contain a de.signatte . y7 �r 1nx t11�d significant nifificarrt natural coruarrrrnat Ncr If'Yes: i. Dcscrib(c the haabitat/co.narrrunity (composifion,firrrction, and basis for de'sironation): ii Source(s)of d scri:tion -or evaluation: iii. Extent of community/habitat. �a �:,°autiia,wrtlti>,. an�.yc;:r l ollrra5i11„f completion oflrarrolg„w°1'9,;proposed" r� ��lraaa err lass arrclrc<atc F,tra• ;j: aa:a•csti> ,•' o. Does project site contain any species of plant or animal that is listed by federal government or NY' as Is Yes a4 No endangered or threatened„or does it contain any areas identified as habitat for an endanger ed or thrca.tened species? p. Does the project site contain any species of plant or anmral that is listed by NYS as rare,or as a species of _ ❑Yes'@r No.... special concern? 9.Is the project r adjoining a currently -area cuently used for hunting,trapping,fishing or shell fishing? ❑Yes t site or .� No If yes,give a brief description of how the proposed action may affect that use:— E.3. Designated Public Resources On or Near Project Site a.Is the project site,or any portion of it located in a designated agricultural orti 'g district certified pursuant to � ❑Yes Jyo Agriculture and Markets Law,Article 25-AA, Section 303 and 304? If Yes, provide county plus district name/number: _ ....------... _......m. _ b.Are agrictrlhrral]ands consisting_ . __...___.�....._ ........._.. . ...w_.."��_.... .... _.�_.. _...�__.� a...., of highly productive soils present? ❑Yes No i. Il YCS: racreaage(s),orr-project site? ..� .. _. rcrrarcc l eut",ail rsrt'". Does the ca,t site contain all or pertregistered a _ cNational . _ . ...... _._ _ ... . _ f _ of or is it substantially contiguous to, r cgrster:€d Ntitiarr rl Yes fNca Natual Landmark? If Yes: i. Nature of the rr�tturar9"l andnaaru°]c: El Biological t;omniunity ❑ Geological Feature ii. Provide Vafaaal""ilw rr.iption of landmark, irretra 9warlf,vaalra'e.t` ehind designation and approxanraaq,siz (I'Vent _.. d..Is the project,site located in or does it adjoin a state listed Critical Environmental Area? Yes f No If Yes: i. CEA name: ii, 133abai fbi desig:nation: rtr Designating agency ,and date'; Barge t 2 of 13 i �. lr oafs to, a bud�W ra^b, me ihacC 7llogii ufl itcx,o.rM d1 wstu'uc,C C;.ifCaG,i tia4 I�w7 a;et site c:4J➢rtaa➢aa C7Y'1i n it i"Il)wtarVaQl�<Vll 6 4aVltrg r"l�arcar ia" hstaad oil or has bc':'n racrraJn ated by the!'YN'f' [Ward of 1L isto6c,flr csob a"raPion for inclosiola on, Ow State or Ncatuomd NZegist.ear of Ilia tonic PNaac; s? ffyes. i,IlN iata.al'c.of"hr Stm k"/aargb aedt gl,ic,<al r•csoir ce' rr Aroryna,cagaac;ica l sutc U lllustoricc Barik ivaej�fau Jl:�ls4uic,t ii 81 Name, k. Brief r�c:„c 1ption of attlibutes on wlarc)) listing; is bused: f.Is the project site,or any of it portion i , located iinooradjacent to an area desr natecq ;as sensitive for 4..a P"N, ea archaeolos,;ical sites oil the NY State Historic,Preservation Office(SIJPO) archaeological site iaaventory? rr Havc additional ar•chaeolo"'real or historic siteso .__ ® n �. (s)or re� ur°ecs been identified o the project site? i r 1fcss`a�s`"^fcr If Yes: i.Describe possible resonr°ce(s): ii.Basis for identification: lr,IS the pro ect site.. ........... ) ........ w.m .m rte evitlaiza S raailcsofan„officially clesr�raated grad nrblrcl accessible federal state or local 1 1 Y y � publicly al �_i ��e r "�J'No scenic or aesthetic resource? If Yes; i. Identify resa:",�nr a ii N ata yc o or basis for,designation clew n', g �, ... .. t"siaRa"crr local park,state lrw 4tcaa•&a trail oa s�^erarc tayv'�eayw w� ahon �� a,�t�al�lrstra ul hr hwa Diva olaua`r1�. _ iii.Distance between projeg-aertt°resource: „miles. r. Is the project designated river corridor der the Wild,Scenic and Recreational Rivers o YesN_...e. 1 proJ site located within a ren o Program 6 NYCRR 6667 Il'Yes; r Is tl a e• �� consistent a.� ii. klentif the r aaatw of the river and its d ,i2nati6fi 6NYCRR Part _.. _. —_ _ .. _.. _ ......... y et'avrty orasr tent with c']cvu�pl�ynent restrictions conLrgtiraed i'n' � 666? ❑Yes o No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. p' �frfaiirraaantff»tprpnscar•.C�tarave a �� �..'. +a � ...... . ,� �C:�at� " Sa g,1I;ttr r I Title 2'� 1-7 Page .13 of 13 ( M1c AC OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ' P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) z �rw' Telephone: 631 765-1938 Southold, NY 11971 t�, �'��� P ` ;:'" LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM 1 l J N f "u To: Donald Wilcenski, Chairriu�� �:i�N Town of Southold Planning Board RaFM' na Board From: Mark Terry, LWRP Coordinator Date: June 13, 2017 Re: Proposed Site Plan for North Fork Recycling The property is located at 8475 Cox Lane, Cuthchogue SCTM#1000-83-3-4.7 This Site Plan is for the proposed construction of a 1-story 960sf building for office use attached to a 1%:- story 6,000sf building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial zoning district, Cutchogue. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, the proposed action is recommended as CONSISTENT with the LWRP. The following recommendations would further the below listed policies: 3.1 Enhance visual quality and protect scenic resources throughout the Town of Southold. E. Preserve existing vegetation and establish new indigenous vegetation to enhance scenic quality: 1. Preserve existing vegetation which contributes to the scenic quality of the landscape. Retain trees and vegetation along property lines that provide beneficial screening to adjacent properties. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Planner hrall Ell r4roFaraaeaataal,dssessaaaeaat Form Part .l .. Project and Settiaaq Instructions for Completing Part I STlrlut�Jat -u s111 - tARnanrpimt;Board Part I is to be completed by the applicant on•project sponsor. Responses become part of the application for approval or fi ndl,11 t are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current infonniation; indicate whether missing information does not exist, or is not reasonably available to the sponsor; and,when possible,generally describe work or studies which would be necessary to update or frilly develop that information. Applicants/sponsors must complete all items in Sections A &13. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section P allows tine project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the information contained in Part lis accurate and complete. A.Project and Sponsor Information. Name of Action or Project: Project Location(describe,and attach a general location map): e-�,C-Tt41 4,1_ � t—Ak1E. "� ..ki ' � M Sul a l �S _ Brief Description of Proposed Action(include purpose or need._): S," Of_� �� �e S-rtael -- C_Jz�`Tak_= G&!Z:> 5. F C7 A—rTA(_1� TG� D165TA4_t.... Fll- L VJ A"t k--P --,UP PL H �—Ct�►�.6�L`7 i�J J=���Z�DCa ����c�l �vc.4 S�Z�� .�_ . ....� Name o fApplicant/Sponsor: Telephone: " E- ail s .IFIw. � � _�j o � .a ._ w .1 .t. �, . -a;lala1, 1a1 :Irtd .!.. a ; 1 / a.. Cit y (._-l.���_�-•-��m."- _..�.-.�.� ..��.�...--_�.r- �mm_.a_...�I Stater �...Z11n cocNc Project Contact(if not same as sponsor;give name and title/role): Telephone .wE-Mail: _ww Address: .... __ ._. __ ....... _ _. . { State w h " .. . Z`I, _ �_ it !h"1 _.._� ___..m ....__ _ ._ ...� .... ._ .. ..._�_�__....w... : _ _....... m� Ccla Property 0%V11cw (i °not s„aanu as sponsur)t - Telephone: E Vlal. 7 . .u � ..Y� t"»1 .. _a(W _,.,..._ _ _ ._NDIr" br ..1).a Address: f C—orri City/Po: _... _ _. ���e.m _. _ ."_:..._State: _re...__ ... Zipt"crc��._ e Page 1 of 13 13. Government Approvals B. °Govern , anen 11 t.kpprrovals?ftundirng,orsp 11 onsor°shrl}. (°`I°taer<lsrw"iraclu.icics r;rarsats, 1c)Qduus t,.a:w.�C lici, aiild any Ee9.ira.;a•q'i}Pubis of fun,xelcaa'll uassistaruu,e.} Government I"(rrtity If Yes: Identify„Agency and Approval(s))' � _- pl}licatiorr Date Required (actual or°projected) a. City Council, Town Board - ...__ ... . .- r� 'es fl'�o or Vill aIle Board of Trustees b....Ciy,Town or _,__....��..._� .._�...mY._esm. n No It Board or Commission ( a City Council Town l .,.....__or r)Yes h'YNro Village Zoning Board ofA�rc als _I ......, _ _ d. Other local agencies ❑Yes❑No ...� uW un Yagencies pt)AA"C_ e. Count Yes❑NoMIT� � ...m. �..... �� f.Regional agencies -❑Yes No g.State agencies ❑ Yes No lr.Federal agencies ❑Yes l' No i. Coastal Resources.� i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? W"es 'No If Yes, ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? P a'es No W. Is the project site within a Coastal Erosion Hazard Area? Yes WN0 C.Planning and Zoning C.I.Planning and Will administrative or legislative adoption,or amendment of a plan,local law,ordinance nile or regulation be the Yes❑l� _ only approval(s)which must be granted to enable the proposed action to proceed? ® if Yes,complete sections C,F and G. • q p g questions in Part 1 If No,proceed to question C.2 and complete all remaining sections and uestio� . C.2.Adopted land use plans. a.Do any municipally-adopted (city, own,village or county)Comprehensive land pl ii s include the .e _. t a ( } ° re site El Go where the proposed action would be located? _ _�as I1"'�"es,c`toes the cc�ear�r°elrerrsive plairi'inciiicle'sgfdcific iec®rritner"icl�tioii"s°fdi`'the site�vhe>•e the proposed-action ... _�Yes a o would b.Istlie�«ite of the proposed action within anyy local or regional special planning district(for exampllee: Greenway Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify tlrKe t}t rrr(u)„ _,° +�":.�..� � ,. c. Is the proposed action located wholly or partially within an area listed in an adopted nrullicipal open span,plan, r1 Yes�Y,N � or an adopted n7nrnicipal farnnland protection plan? If Yes,identify the plan(s): Pa.(ye 2 of 13 C-3. Zonfilo, Is t I I C i it CO F fl n C propo S C(i act oil pocatc ii I a n wnic pah tv. with an R(k-)pa od zonillt kvv of or(finance, If Yes, what ns Ole zonillo classifications)including imy appkablc ovellay district? b. is the use permitted or allowed by as special or conditional Ilse permit? W"Yes t.i No f art Offlic proposed act"on? 'Ho c, s a zan ing Chan C requested as 1), if Yes, i. What is the proposed new zoning for the site? ........ ............. -------- ....... C/L Existing Community services. ------------ a,Ill what school district is the project site located? Z".4C .......... b. Whai police or other public protection forces serve tile,project site? AL polite k ------ ............ .......... c.Which fire pvotect,km� and emergency medical services serve the project site? ......... ......... ....................... ............. d.What padus,.serve the project site? .................. ........................ ............. ....... D.Project Details D.I.Proposed and Potential Development a.Wh at is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational; if mixed,include all components)?2W b.a.Total acreage of the site of the proposed action? e acres b.Total acreage to be physically disturbed? c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? . acres ................ 0 No c.Is the proposed action an expansion of an existing project or use? -es, 1. If Yes what is theapproxim le pereentage offlic proposed C'Nplinsion and idelltify the units(e.g.,act milvs,housing units, A. �0,) =� ;? ,�, 4, - ............ square feet)? % tfi)its: 166 d.Is the proposed action a subdivision,or does it include a subdivision? 0 Yes 11Zk� Ifyes�-.�--- -I.--111.-.............. ....... i. Pujpose or type of sthchvisioli?(e.g.,residential,industrial,colmnercial; if mlxcd,specify types) ..................... .............. .......................... .. ..... Y .c"s-41RO— ii. Is a chister/conservation layout proposed? W. Number of lots proposed? _ iv. Minimum and maximum propose(] lot sizes? Millilnulln Maximum ...... ................. c�Will proposed action be constructed in multiple phases? cl Yea i. If No, anticisated period of mistructioll: rnoliths ii. If Yes: • Total number of phases anticipated ® Anticipated commencement date of phase I (inclUdill,(.1 demolition) month _year • Anticipated completion date offinal phase month _____year • Generally describe connections or relationships among phases, i"Gluding any Contingencies Where progress of One phase may determille tieing or duration of filture phases: --------- ..... ......... latad e, 3 of 13 f. uDoc s thc pro cd.include ncWv i<siclenfiaal tlsc-w`r lf'A`Csl,shovv urrrmUpens of i.lidts prrolpor;Ud. Onc'lf vllt�:r. k,- l�We I";aIIIAlli " Tj):,�1Fati„rnlly A°�iopl'�irjpy V`'ul:rtfl -dI..�R.d.r,sa>ITru��'n,1 Iuriflid 1111'a,°se A(Completion of all phases _l oc's tlic 1prop�pos(.xi ocflour irons udc urC�v ilon le'sidential coiistrrrction(irrchr drrrvg w,ex p"rrr Sioilay)? Y� .., ..a .......,... q r If 5r,, ii .Total number of structures � �dim � �. �a elf) dings space struct heated or coolcc]he ght t ti d,-y° Wicltli; and square feet length l)irrieaisrons (in feet)ofl�ra a t _ iii. Approximate extent of bull l et h.Does the propose(]action include constl-uctioip or other activities that will result in the impoundment � 1 l _..._� 1 ent of any n YCa> i�l No liquids, such as creation of a Water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, � ii. Ifia water impoundment,tl et�principal source of the water! � _ '�` .......... p p .. i" -- � as i iu oalt"e�l water ❑Surface water streams a Other specify' �I -- clltaarrttuitaroa. aids an...,.. ...— iii. If other t y type ltl lic] d their source. than water,identify the t pe ofirri piprnrcl v.Dimensions of the 1prcplp�p�,�dlclam or impounding i Volume: million gallons; � � � Luc. • iv. Approximate size of the piss rra , el CIVm, n�iricliip�iai°it V ;surface area i'es oundin str uctt re. height; lei h vi. taplists-iui Ci 11-illellic,)dI'hnaterials for the proposed clam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations a.Does the proposed action include an excavation minim or d _ s No- 1 p y g, dredging,during construction,operations,or both? Yes�No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? Z 1 L;)hAQA ",-- ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? . Volume(specify tons or cubicyards) ver wha duration iii.Describe e nrret and characteristics of materials ateiiails to be excavated or dredged,and ph ins to use,manage or dispose of them. .. _ _ ,..... _.,_. s. __... .��... � -._....___ iv. Will there be oiisite dewaterhpg or]processing of excavated materials? .,�.. .m .�._ .. _.. i.r YeS NVi"ca If yes,describe. -- v. What is the ,total dredged •� ? i,i. What isthe maximum au ea to be'v orked at a eCone time? vii. What would be the maximum depth of excavation or dredging? 'e'"..._ __ feet viii. Will the excavation require blasting`? Yes rl°lo LT. Summarize site reclamation goals and plan s� �'� A p 1 m_no ..m_ -_,__ . ._ or encroachment �1 yes. _ b.Would the ro pasecl action cause or result in alteiatron of mciease or ciccrease in size of .._..._ mm into any e)6 timg Nvel ind, �V'arterbody',shor-a,l➢nc,beach or a.0.dlacei4t a`rea2,P IfYCS: X. .lr.peritdl;y Hla:'%ya t1aYi'id or wWp'rr p'1 vvor.rla:p be affected (by. V'rallt'ile, \vatcr UrY¢iC;.iidllml'reu", VetpaY,VkGp ir'r6:V.1D Ili'arr'rllp^r of Iw 67f?V'a1]pl'idC Page 4 of' ]3 (scribe i I ONV the pro p oscd ac,film I v'Fo I dd a ffcct fl I,it v atcl body or we't I'an d, c-g, excavation, fi I I,pl ace ment of'strk I C I I I rcs,or akc�,I[ io I C)t'c I"I n I 6 k" b'mdks and dil I m(',I I I(,'S, indicate cxdenl'of acfivi6es' Edterafiolls'111d,additions ill square RTI or;lcr('-;: ill disturbance to bottom sediments? y c's I'll'No iii� Will proposed action muse orsc, If Yes,describe: iv. Will proposed acfimcc, Q 0 Im C v I,,111SC 01*1,esilit ill the(lost,-Ilctjoij ol rem, :val f aq ti cictatioi? If Yes: ac fl aciiiatic vegetation proposed to be�,ren'v'wcd: T project conipkAiOn- Llxpecllcd acreage of aquatic%1eg,LA3tKM"J"ell KlUlffig after ......... 0 pui pose of proposed icmov1d(v-'o beacliclearincy,invasive species(oj,,'It'ol, boat access): A) proposed lneflicyl,tr.fplant removal: .................. 0 if cllcnlic;1l;ll'('d)icidc treatment will be used,specify produ('A(S): ------ V. Des cri be,any,proposcd reclaination/mitigation c.Will the proposed action use,or create a new demand for water? 40 If Yes: ay: gallons/day i. Total antpated water usage/deinand per d, ii. Will the proposed action obtain water from an existing public water supply? Yes o No If Yes: ® Name of disict or seice area: e Does the exitrsting public water supply have capacity to serve the proposal? 1�Yes El No • Is the project site in the existing district? LVYes El No • Is expansion of the district needed? 11 Yes KNo • Do existing lines serve the project site? El Yes 41 No iii. Will line extension within an existing district be necessary to supply the project? 0 Yes LyNo If Yes: 0 Describe extensions or capacity expansions proposed to serve this project: VA 0 Source(s)of supply for the district: iv. Is a new water supply district or service area proposed to be fornied to serve the project site? 0 Yes No If,Yes: 0 Applicant/sponsor for new district: 0 Date application submitted or anticipated: .......... ............... ---------- a Proposed source(s)of supply for new district:.......... ............ ........ i,. If a public water supply will not be used,describe plans to provide water supply foi-the project: ------........... ............... vi.If water supply will be from wells(public or private),maximum pumping capacity:_gallonshilinutc. d.Will the propose([action generate liquid wastes? Yes F3 1\10 If Yes: i. Total anticipated liquid waste generation per day: 111111 Zr17. a gallonshk y ii. Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial; if combination,describe all components and approximate volumes or proportions of each): YJ ...................... ...... ............ iii. Will the propose(] action use any existing public wastewater treatment facilities? 1-3, Yes ltJNo If Yes: • Naille of wastewater treatment plant to be used:...... ............ ............... • Name of district: • Does the existingwastewater treatment plant have capacity to serve tile Project? ia Yes,n No • Is the project site ill tl)C existing district? E.I Yes I s No • Is expansion of the district needed? 11-] Yes C]No . ................... ........ C.XYsfiw,°ro4."e'r lhl('s Serve the,ptl4lj"e,t Site, t, YY"dl Bala°u:.atcrasron a i� hin can e.Nistim,aliswict be n ca°ssau w selvss ths,pines' t? (c. j If Yes 0 Describe extensions or capacity cxpaana>icns J.a>rop oscd to se VC this prajcda iv. Will l now wrrstcwattcr_. (sewar,e)treatnICnt district be forined to""erve the lalo.jcct site? Ycs aver?o If Yes: Applicant/sponsor for new district Date aap°aplicaflon astsoiAtted or aanflcipasate( . .. n What is the receiving water for the wastewater discharge? v. If public facilities will riot be used,describe plans to provide wastewater treatment for the project,including;specifying proposed l Icc water iri iaaae and classification if discharge,or describe sul surface disposal plans} ervin ld. Describe m. any plans or desig5ns to capture,recycle oi-reuse liquid waste: i t/r 'f°kI..w.. e.�Will the proposed action disturb more than one acre and create stormwater runoff,either from new point __.. C)Yes11 sources(i.e.ditches,pipes,swales,curbs,gutters or otlier concentrated flows of stormwater)or non-pouit source(i.e.sheet flow)during construction or post construction? If Yes: i.How much impervious surface will t�e,pr6ject create in relation to total size of liroject 1 ai°cel? Square feet or acres(impervious surface) Square feet or acres(parcel size) ii. Describe types of new point sources. yrll Ilia st rmwater o . rrr. Where runoff be directed(i.e.on-site stormwater management facility/staa'rctures„tp(tlacc ht propei°ties, raiut ilw,itc.r on-site s ?ate car off-site surface waters)?, � Lrulcu c� i _- .... ... m,._ -. _._ .. .. _.... _....... — _.� ..w...-... m.__ ..to sais•ftacc��if °c�r•s,} If identify receiving water bodies or wetlands Will stormwater runoff flow to adjacent pro�ctticO ❑Yes No i'll,�Does proposed plan mmunize impervious surfaces,use pervious materials or collect and re-use stormwater? O Yes o No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel Yes qo combustion,waste incineration,or other pr4"14:a'".'a;ses or operations? tify� I rY Mobile isources during project o as a � r���dioru a lieav e ui JI7TL itt fleet of deliver vehicles e ii. Stationary sources during construction(e.g.,power generation g structural heating, - h � .'m �batch 1)]at1t,crushers) W. Stational sources durui operations e.n process emissions large boilers,electric y g 1 ( o°+1 , g gClrel°at10IT} �.Will ail au emission sources named in D.2.f(above),_...: .._.° �'- --a- - Permit, ... s.-... es ry y require a NY State Air Registration,Air°Facility Pernut, ra Yes r} No or Federal Clean Air°Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or°periodically fails to meet =a YCS I Nca ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application, the project will generate: • Tons/year(short tons)of Carbon Dioxide(CO2) Ton s/year(short togas)ofNiti•ous Oxide(N20) `I"airs/year•(short tons)of I'ei-fluorocaa`boias(I'FCs) I'ons/year(shoi t tons)of Sulfur Hcxafluoride(SF6) limiisfye a (short tons)of Carbon Dioxide equivalent of I lydroflourocarbons(I-Il°Cs) __........._......._.f°ons/year(short tons)of Hazardous Air Pollutants(l IAPs) Page 6 o l' 13 la. Will the prod poscd aactiop i encraato,w .,gait incthaanua, hicltudintf,but nnw lintriLcd to l _ � N } 1 � , >a,sa�a �, aA c.,atanpr;rrt pl;rrut.a � Y u,rs o huladfills,composling faac lidesp? If'Yc,s: i. Estimate rncthaano(yencration in toms/year (rraetric): _ _._.. ii.Describe any methane capture, control or ljirnhla Id6lu utpa,<asaunes includcd in i N)Jec[dcsign (a �;., contlrtt°•'ti+att Go Oerucrft heat 01 electricity,flaring): l .u... L Will the proposed action°result in the release of air pollutants from o poll-an•a n, 1 1 pen<atncaurs or patoccss¢,s,Such as quarry or landfill operations? If Yes:Describe operations and nature of etuissions(e.g,,diesel exhaust,rock particulates/dust): Will tile' osed action result in a substantial incr ease in traffic above}present levels or generate substantial ®Yes �.... ja prop new demand .for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply):` ❑Morning Lr Evening [1Y'Maeelu;Id 0 Randomly between hours of to iii. Parkin spaces: Ex�stnra Proposed l fi. For commercial activities only, rro n cted arutnber of sem treailer truck trr s/d< l a osed P y et incre w.. g P' b P ase/decz°ease iv. Does the proposed action inc ludtp atn y shared use parking? o Yes No v. If the proposed action incha e zany modification of existing roads,a rasatir.r6 of new roads or change ltt�exisffiig access,describe: vi. Are public/ptty ate,transportation service(s)or facilitrtn,'&a ble within ''/s mile oftlyd`proposed°site? 0 Yes NaS' vrr Will the titI,)pclsed action include access to public tr;ill's portataota or accomnroc E l, ns for use of hybrid,electric y dtl No or gtlea alternative fueled vehicles? vii"r".MAll the proposed action include plans tyar p"e`dcwi�aan or bicycle accoalpn1odat:ions for connections to etd 66 ❑Yes❑No pedestrian or bicycle routes? ,. k.Will the proposed action for commercial or industrial projects only)generate new or additional demand P P ( projects Y)g yes [Va for energy? Ifi. Estimate annual electricitydemand Burin o tcratraprk µ ". ,M _ �.��� ; a--------------- g of proposed action: ii. other)- ,sources/suppliers. f-,G*Ie l°icity for the project(e.g.,oil-site� stnon,on-site°en focal"ut'l y ' � ca�rralntr� renewable,via grreld r rt ,or ii re proposed sed action _ a tan tw.r . rn. Will the s �n re a oa�t t ,Ds , g �... " �" ❑Yes t_ lt:u � 1 q p ., ,z n.,tntn substation? 1.",imloan s rp'"tvppa,n�`i�u��na, �n is�h�ll ifettas���9'at�li'aal'al�l�w� - - - i. During Construction: ii. During Operations:. ' � m � � Monday-Friday:° .p ;' .I, 0 Monday-Friday: _ .._ Saturday: a h ° ... �._ _ - yy _ -.-.. _. .._ ... 3lJ a Saturday: 0 Sunday:_C. e ...+��~�..a���'.:�� Sunda � ref" �1 n 9 Holidays:, ._ :.... ..._ ............... 0 Holidays; l�atl,a, Q t 13 p p kC,"C. m Irod ce,net7m,thaat Vdil c C Cd c xru thig unibiena �Ioi c V °m c 1s dua iim ("on rtn Maio n. ` nnn. tvrlf liri rnnetaisaal� n iuere .°e kkc p . Pr°i�ve do(.dials riududini irlir6`a'G, trrrur o d<ay 411)d dumnOM xt. Will icdon routte:'se;asktiuip4i raintant°nnC pann°rcrs tltiit n,or•rld act as a nnisise, es t1t r°rilse°; n.. 4Ui11 the i l n 11av os 10 1 lc el actio � c outdoor 11;liting? If yes: i. Describe olnlW e(a),location(s)r 116 ht ar,t fi Kture(s),directio Y/afi0r and pxohnnrly ties RY M 4R e,4Ipj d E b'uc tlCJcsa ry ,r r^'� "saC _ b � n 4�9:�,� y a4°�.✓kv ,�,,,,,.,- t ''r,'� �' M1°" m° 1 f p.Yaa,''$` .G �@ t,jN biti �,¢ t9tJ h" Will proposed action remove existing natural barriers that could Duct as a light barrier or screcn? � � y O.s i'S.a�1a�r Does theproposed�action have the potential o o...�... � 1odors fore.__._._.. . �r.....0 ...... ........ . m,�,� _. .. _.,._ _..._. tial to � more than one hour per clay? �Yes i i�o If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: 7 Will the proposed action include an bulk storage of petroleum combined capacity of over 1,100 gallons) - o Yes Iota_. 1 • P° P Y g P ( P h' g } y c.a' �rela.uaid storage}? If Yes: p ( . amount n1 unnd or chemical products 1$5 gallons in above round storage or an amou castoti _...._—._, __ x.Product(s)to b � m. H. Volar111,ei0- per unit time_ (e ixro l�thi,year) 6erally describe proposed storage facilities' p.�_.. ( Projects only)use pesticides( q._ Pro _......_ Will the proposed action commercial,industrial and recreational i.e.,herbicides, 0 Yes No insecticides)during constniction or operation? If Yes: i.Describe proposed tre,aitnipit(5)i . .... s __". - Y.....� � ...._ H. Will the �roo� Integrated sed action use Inte rates]Pest Mann ement Practices? �r Yes u a 1 ro _.. ._.. �w] .. _ �. m m _.._._. . ..._. _A.._ _......_..�. r.Will the proposed action(commercial or industrial projects only)involve oi•require the management or disposal Yes , 1Nlo _._of�solid,w.ast.e-(-excludiiig ha ;dous.iuiiterialls)?._ ... _ If Yes: i.Describe any solid waste(s)to be generated during a^,op,nAtr uc fion or operation of the facility Construction: tons pbf _ _ --_ (unlit oftiri,)tal 'r Operation : _"t()rus per _ (;ainit ot°tixuiti) it.Describe any proposals for on-site recycling or reuse ofunia8eriais to avoid iir.Upiosal as s,axlrcl.��9lrstr�: Construction, Operation: ° ° iii.Proposed disposal iulc laadslfacilities for colic]waste p,,en r-wated on-site: ® Coll structiaw'' e' Page 8of13 01, 1�`re D tNue ploposeduacteoauasVua�4ed xi�,utrrurc,trora�f modification ofg6 so8rc waste nudfas g, zut l�uu ulity°/ r_7 Ye:.� a i `Fypo ofma nagcrrrcnr or ila n(lisr�g of vvasta°pr°opos(":d ft_',r the site(s g , r coyc ling or traans.la.r,staajl:m,saatrrq)ost ni 1,l<arrcplill,or otlwr ciispros al °act. . r vrtrc,a �. r r � w h. c nt Aiip rted rate cut'd R s'pc7s+ri/I7r°c1Ccssrr]IF;` Tonshnorrtlr, if traruarsfer or.... ot&aer noun,corrlbustion/tlaermaaU tr eaata� ent,cure Tons/boor,iifc:ombustion Or tlresnnaul U'eatmcnt ii, If la ncifill, aurtic;ipaatcd site He: _I"cams Will proposed action at tl e site involve tire,c,onliner craall"r ncl aatiosr treatment,ent storwye, cr,:..dl sposaal of hazardous r I (,s l vaastc,p If Year i.Name(s)of all hazardous wastes or constituents to be gencrated,liandicd or managed at facility: y..._ .___...1 —...,..,_ __ ii. Crcnorall describe rrocesses of ,rastr atl r rrs u�lvrairr,hazardous wastes or c drrrstitaaa nts ii> Seiyamount �t to be lr ndlon-srte lnerat.. ��� � anlolln ° e'Y D]aS/61rf}rlti"4 6 Describe proposals �enerirnization,r a,c°�^cLarrgrr or reuse of hazardous coa�rc�tilue tr is ��.. .M..._, .. . .......... w. _.__ .... �. r If Yes, rrcrvr ]c,name and location of l�ra,w)at�� _ _� �.... _ M.� ... — - .. .w ...... v.Will aa�y ��d _ a trr ex waste latarl430 tt e i,❑No a 1r�r^r"a�derais wastes be disposed � g 1 ^ to hazardous -- _.._ .. �.... .. w � rstrlr offsr bus was y. nt of an hazardous sva to facility: li'°Ncr„�It.scnbe proposed�arltlraager�tc:" y ----- stes�v�a,iclti"vill not be sent to a 11 ta�wrci,,�r-"� r E.Site and Setting of Proposed Action E.I.Land uses on and surrounding the project site a.Existing land uses. i. Check all uses that occur on,adjoining and near-the project site. ❑ Urban ?(Industrial * Commercial i Residential(suburban) ti f Rural(lion-farm) El Forest 'A Agriculture ❑ Aquatic ❑ Other(specify):_. ._....__..— ^^ ii. If mix of uses,generally describe: b.Land use.. s and covertypes on the project site. Lan d Covertyper , Acreagrente e . ,.. I''uuwp�+.�t comp1,c Aft Change „ , .,z , le t1011 Roads,buildings, and other paved or impervious surfaces 170 a - ® Forested _. . .. ores - Meadows,grasslands or bl•ushlands(non- agricultural,including abandoned agricultural) " Im$ /,g(includes active orchards, .._-�. Agricultural (inc Field,greenhouse ctc.) Surface water features etc, , Wetlands(fie ponds,shtwatersorlversj } \V _ r tidal Non-~b e et atc bare rock e� _ a g d( , °arth or till) - ,n.� w 0 Other Describe: Patue9 of' 13 k dw,lvq�cct silc presently owd by I bm of'flic Comm I:m ty for p�Nic,rccl(',��tikm? FJ Yes No d Aw 010re any facflrtics childrcn, the eddcrly, peolfle wifl'l disabjh6es (o.lg schook, Wspitals,ficensed V� i i I' d a,,, care Genters,or a I Oup l o 1 CS)w i 1 00 fee i of'0)C."pd o Ct S i to? It Yes, Facifides: r C. 11)c's the])].Oj(-,Ct sitc contain all CXistilm dam? E.) ye's If Yin i. I)imclisions of the dam and i1111)0111)dmenit: * Dam height: fect * Dam length: fect * Surface area: acres * Volume impounded: acre-feet gallons OR. ii. Dam's existing hazard classificatiow ffl. Provide(late and summarize results of last inspection: ' , .. .................._......... .............. .......... .................. .... minf.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, 6(Yes 0 No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i. Has the facility been formally closed? 11 Yes C1 )40 • If yes,cite sources/documentation: — —------ ii. Describethe location ofthe project site relativetothebounclaries ofthe solid waste inamagenimt f1icility-, t", TFI+_ PX111 U2�� _E� ....... AA --, L___ — - A-A I — EAR (_12z _f ._('W iii, Describe;zany development constraints clue to the prior solid waste activities: ......................... g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Yes No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i.Describe waste(s)handled and waste management activities,including approximate tune when activities occurred: ......................................... ..................... .......... -—.......... It. Potential contain ination history. Has there been a reported spill at the proposed project site,or have any 13 Yes No remedial actions been conducted at or adjacent to the proposed site? If Yes: i,Is•ally-portion-of the site listed on the N� N'SIA""'C",Spills incidents database or Yes❑No Remediation database? Check all that apjflyr El Yes-Spills Incidents(kdaba,X, Provide DEC', ------------- . ....... E) Yes-Environmental Site R.eriwdiation database Provide DFW ID ........... G Neither database ii. If site has been sutajc�t i'ARCIU, corrective aotivitics, (k.scril V,Wiltrol rimisli I cs� ill, Is the prqje�'�l withiii 2000 feet of any site ill thy''I",f I"SDEC F'nvironmental Site EJ Yes M) If,yes,proyi,du DEC ID number(s), N If �vs to(i), (ii)or(iii) above,desci ib ,c"6n,cril status of sjte(s):� Paly C 10 of 13 :7 Is cure^ l'or cct S; tc s u'b :t k) Gamy hist�u:�r��ronaq C"on..._. e 1 .I ., to°o1 uirrartrrrut Ilan°ogas;r Caw rasa,^„'� lfya's, DEC"sits l l t m unhol _ ° Describe the type of institutional control(t,.!;.,deed restriction or casement): acscrilvx 1�misatr _ Describe any c rr<; _;corntr°ors - M11 the project affect the institutional or engrnc.errrn;.,Controls in place Jo E' hlairi:. _ E.2. Natural Resources®rr or Near Project Site ... _ __... _,. - a.What is the average depth to bcdrock on the project site? O u I V�a,tt as 'V'' feet �........,. __b.Are there bedrock outcroppings oilthe project sitev El a CSrt 1*;u If Yes,what proportion of the site is comprised of bedrock outcroppings? _...._ m . present. .,...._._ 1 _._ ... xrl jai . r..,.t<m.l r t° ,W�t: J''I ,.._e fi a � �.161")(' � �la _ c.Predominant soil type(s) on proJ ect site: —.. . .._...m _ _...... °!a d.�"..._ . ..What is the average depth to the water table on project o e site? Average: --,,5 �.._fe_.._m.._— ... . .�--...._ .. _ ._ .,..... ...__ ..w et us of project site soils: ❑ Well �Vim%o. � _----- e.Drainage status ...... project 1]Dr 'ined: �_ � .f site ❑ Moderately Well Drained,- %of site ❑ Poorly Drained %of site £Approximate proportion of proposed action site with slopes: 0 oOf f site 00105�0 �o�o e ❑ 15%or greater: %of site Are therein unique geologic features g, y q g g' on the project site? ❑Yes"y,No If Yes, describe: Surfaceh. water features. i.Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑YesV No ponds or lakes)? ii.Do any wetlands or other waterbodies adjoin the project site? ❑Yes kNo If Yes to either i or ii,continue. If No,skip to E.21 iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑Yes ANo state or local agency? iv.For each identified regulated wetland and waterbody on tine project site,provide the following information: ® at9a, ilh d..... ._.. S�mIle t l iswrlrr rtrcarn �,A . .�.'......... �.., ._., _.. ....-�� �. .n, ifil - . bakes or Ponds: Name _ _ Classification ® Wetlands: Name ..._.. �..� Approximate Size Wetland No.(if regulated-by DEC).m._,.n,.._. v. Are any of tlne above water bodies listed in the most recent compilation of NY S water quality-impaired ❑Yes❑No waterbodies? If yes,name of impaired water body/bodies and basis foi-listing as impaired: —_____ _... i.Is the project site in a designated P'loodway? y"ear1�lca _ __ J.Is the project site in the 100 year Ploodplain? t t es G "'qc° project Y y ...... 0 s the pro ect site m the 500 er..,_.. . k.I a Floodplain. Yes t`u t"lo . ...... 1.Is the]project.site local.ed over,or immediately adjoining, a primary, print,pal or sole source aquifer? r i Yes I w 11,Ym i.Name of aquifer-: I'ti(;er 1 1 cpf 13 Nun. ldNd,liffy tVra, rrc'�d6drYariin�Quuut�wflcfli N rd,s ffi at oa'c upny O . . g ft� ,nd�r„" ¢ arsd; Pius:prda,Cd;9. yrtdw: :u..'Dcrs,s ...ads projectcontain .... ....... ee..n �.a � "o°d°..Y.„d t� tl.,v�. . the I I sofa^con aain ad gnitedl significant naatauuaal d.oumuur mir �, " t esa..y .� If yaws: D De,scr°ibc the pr;bD tat/counnua uldty (cdlmp os—i iorn, fturnctio n, and basis i S c,(s)ofdescripatua.r9 d `cvaluation: .., W. Extent of,';o 4rlVlraI&v/habitat: f;.ti�4W"uaCr$l 1ad7Hpva iagt Completion ofpl.cj.aua;&'aas proposed: itt°'ern or loss(ind.lo'atc a unu° "Wres o.r Does project or threatened,or does it contain an areas identified as habitat f€.nr an endangered site y p plant or animal that is lists dl b the federal government or NYS a s o 9 "d cs Pd�No ,� b y or tlrre<rterrecN species? p.0 Does the project site contain any species of plant or animal that is listed by p NYS as rare,or as a species of r.D Yes �...._.,�. To special concern? d.Is the project site or adjoining area currently use g,trapping,fishing or shell fishing? ❑Yes � .��..�. d for hunting, .... f No If yes,give a brief description of how the proposed action may affect that use: E.3. Designated Public Resources On or Near Project Site a.Is the project site,or auy portion of it located in a designated agricultural district certifiedpursuant _ ._..._ r to ❑Yes r� ~�Dca Agriculture and Markets Law,Article 25-AA, Section 303 and 304? If Yes, provide county plus district name/number: b. agricultural]ands consisting of highly productive spresent? Are ag• ..... ti gm._ g y P p• ❑Yes No oils resent? i. If Yes: ad r a s°� xc(s).arrr project site? m .w w_.. ii SdanrMfaarN r ttrurp' w} —'� ......� part ..._._. _ c Does the rr� c.ct site contain allor of,os" it substantiallycontrgrcr�to aregrstered National ED Ye No _ Natural Landmark? If Yes: ty,H. Provide hpi. Nature of�cf lesrcri�ptiornlof lancimar]< or�InrroNio�rv�,l r�as'Nic�lafind designationYr ❑ Geological Feature ' din and approxe .............. .._m d.�Is the project site located nr or does it adjoin a state listed critical Environmental area? 1eslrcr If Yes: is f'EA name: ii. Basis for desu;nration: iii IDe,signntung-agerncy and (Name Pay-c 12 of 13 e.Does the project site contain,or is it substantially contiguous to,a building, archaeolo icai site p J y •g � g, ... g 9 a,°district ❑ �'e� '�l�to_m which is listed on,or has been nominated by the NYS Board of Historic Preservation for inclusion on,the State or National Register of Historic Places? If Yes: gu�.Smte ❑Historic 1.tt:ilaht�g or District m� ii.Name: _ f.Nature of h toi of attributes on ww liras r.tln is a 8rawe�N c is .... iii.Brief lc.wru o.P,aoar Taco a��uca resource: ❑ based: � f archaeological calrsrtes on the State Preservation Officer SHPO ai•chaeolo archaeological site inventory? ��������� �������� �������� Is the project designated as sensitive for ❑Yes g ( ) g' nventory? g.Have additional archaeological or historic sites or resources been identified on the project site? _ 13 Y.. If Yes: i.Describe possible resource(s): _ if.Basis for identification h.Is the project site within 5.miles of any officially designated and publicly accessible federal,state,or local ❑Yes�fNo scenic or aesthetic resource? If Yes: i.Identify e"sonve u.N tuu or basis for,designation(e° blished highway ovelo�ok�st,6_7or local park,state hts.torlc trail l...o. r scenic b wya y ,�, �st r � i iff.Distance between projePl arsd'resource: W _miles. ' i. Is the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers ❑Yes VNo...... . Program 6 NYRR 66 ? _.. l Yes: aa° Is the�. tivu Consistent with dive �ic r �t i � con ,�ed'iu 6 Identity the aWrr6iat°the river and its e gn ri ent restrictions ��.�..... ._.....,. �-_...._. __....�.�Ye......._ ._._..�._. '"ty ��p r� NYCRR Part 666? s❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. laplaCturttral�oa�uu Nane a�aa��tu nature _ _ „ 1 Page 13 of 13 Submission Without a Cover Letter Sender:� L oo—ROd"'own Subject: �. [y1�Ld 1�� YIngY �3oara SCTM#: 1000 - �- Date: L- ZO- l—( Comments: I1:a..Ie No u 189:.1.. p WAr'(f EN A. SAMBACH, aR. i . CONSULTING ENGINEERS PLANNERS P O.BOX 1033°7675 COX LANE CUTCHOGUE,NY 11935 (516)734-7492 Marcl..1 23 , 1994 Ruth Hussle Town Councilwoman Town Board Town of Southold Town Hall 53095 Main Road P .0 , Box 1170 Southold NY 11971 Mz Hussies You asked me if I could come up with a definittio of a "Transfer Station" . Did some research and following should be considered . Transfer Station shall mean any structure , premises , building or unimproved premises at which construction and demolition debris originating from a construction and/or demolition site , is received for the purpose of transfer to another location irrespective of whether waste is subject to any processing , reduction in volume , or resource recovery . "Construction debris" shall- mean nonputrescible waste resulting from excavation or from construction , alteration , repair , renovation , demolition of any structure or building , including but not limited to dirt , earth, plaster , concrete , rock , rubble , slag , ashes , waste timber , lumber , plexiglass , fibre- glass , ceramic tiles , asphalt , metal , steel , glass , plastic pipe ,sheetrock, tar paper , treestumps , wood , windows , window frames , tubes , rubber hoses , electric wires and cables , card- board and non-hazaradous building materials . Mixed loads containing items which are not direct products of construction/demolition work , but which are not always removed from the site prior to the commencement of said work may also be deposited at construction transfer stations . Mixed loads P A GE -. 2-... Mar(::,Ii 23 , 1. 994 may therefore , include such items as kitchen and bathroom fixtures , cabinets , sinks , applicances , unwanted and disposal of rugs , furniture , TV ' s , mattresses , old clothes , metal desks , file cabinets , demolished cars dnd; trucks , tires etc . ,There will be NO selling of car and truck parts , batLeries , ' and tires . If' there are any questions , please call me at 734-7492 . ,S1 r eJ y W Warren A . Sambach Sr . P.E . Consulting Engineers and Planners was : F71 cc : N F'S N f VY YI f I J I I I I J A I I f f f i11 1 V J I I IIP I A J I ' I APP� �AN� t4CHR I-I i I W S0,fl I A I]ON C0 I I I 10 0' Ny I I I AIPPIMI'Ano'l II) I AH I CJJ : �11 1, 1 l'l I k: SOHD I I-' 'H14,1"H I:ACH I�Y PROM:X�f 0�f OC)VEo I"I a`aOl I l Ho��I) pq "3UlT�OIJ�� cuui'�ly PROJECT DESCRIP I ION THE APPLIGNT I")ROPOSES TO OPEFIATE A 1-RANSFER STATION FOF1 UPTO 200CY/DAY OF CONSTRUCTION & DEMOLITION DEBRIS(C&D) & OTHER WASTE COLLECTID IN I[-IE 'TOWN OF SOUTHOLD. ACCEPTED MATEnIAI. TO INCLUDE CONCRETE, B II CLEAN WOOD, ASPHALT, YARD WASTE, ROOF&WALL COVERINGS, GLASS, PLASTIC, METAL, HOUSE & BUILDING FIXTURES, FURNISHINGS, FURNITURE, APPLIANCES, TIRES, MACHINERY & DEMOLISHED VEHICLES. MATERIALS RECEIVED WILL. BE TRANSIFFRED TO RECYCLING FACILITIES. THE TRANSFER STATION WILL OCCUPY 2 ACRES OF A 5 ACRE LOT LOCATED AT 8475 COX LA, CUTCHOGUE, NY. SCTM#1000-83-3-4.7 STATE ENVIRONMENTAL QUALITY REVIEW (SEQR1 DETERMINATION: SEAR - 3B Project is an unlisted action and will not have a significant impact on the environment. A negative declaration is on file. No coordinated review was performed. SEAR LEAD AGENCY None Designated STATE HISTORIC PRESERVATION ACT(SHPA)DETERMINATION: SHPA - 0 The proposed activity is not subject to review in accordance with SHPA. The permit type is exempt or the activity is being reviewed in accordance with federal historic preservation regulations, AVAILABIL[TY FOR PUBLIC COMMENT: CONTACT PERSON Comments on this project must be ROBERT N THURBER submitted in writing to the Contact SUNY CAMPUS, BLDG 40, ROOM 219 Pei-son no later than 11/25/94 STONY BROOK, NY 11790-2366 (516) 444-0365 ........... ............ r()11 IE APPIL CAN I': f 11 NS K-3 N10"I A PERRAI 1 2 rus Is,fa advil.,in yw lhaul yowl lq phnnlkm is camplow",indin rmkw has qW.Nninowe'd Adfflfiorlai hlo(II Inay I'm requested Im"I you M n iuluro daIleo If doww"d nocas"wily in order io mach a decision on Vow appHcniion 3 youIr proilm"i Is :7Iassificd MAJOR Accorftqfy, a dociskin wkl ho marlo volihin 90 days of fho dalo of this Whre If a pubk hearIng Is rimessaly,y1m wHI fm no[IfIod%01110n(30 dnys and Ire henrirq volt wwmence v0fifln 90 days of the flow W Him nolice If as hoffinq Is hidd, Me filud loos-Isknl vdl lop, mado wkhIn 60 days aifter 010 henflng Is Gmylpla'fod ,I PufAwnholl (if INS Noncn In a nvw pnimr is roqw'od (."o isull Ulm nc coi'npnvlying lnvIdI.Idiows fol rknwq)nfw1 fllaft"fflnn 17N D 10 114 0 R'l H f:`(I)FiK 33ANI fATION (.',0 385 LOCi J ST I..,A SOUTHOLI.), NY 11971 IHnvironmenIni Nohcu IhAviin, floom 509,60 Wolf Rowl, Mbnnv, N Y 12213-d5n(f Filo I 3UPERV1,130A, H)WNOI: SOWHCU) P DANII[_IJM 11,19-2111181y10t, Df Pr6R l r NT t NEW YORK STATE DEPAlt"'i"90 NT OF ENVIRONMENTALhlLJhwttrf CONSERVATION M r-.', Y DIVISION OF SOLID WASTE �1N APPLICATION FOR A SOLIDT T FACILITY IAf"IG..dTY���tr�..._ . —...� PERMIT Please read all instructions before completing this arPp�feaki®n Mona eE OF APPLICATION f r l+a rrp PLICATION(Check All Applicable Boxes). —_ 1APpLI T IS THE: ❑Permit to Construct 0 Initial (New) ®Renewal IR Facility Owner Operate M Subsequent Stage New ❑Facility Operator � Permit to p ❑Subse g (New) El 3 h �r,dl 11�Y W _. . ,. ... _ qF �_.._ ...� f Nr� to For " IncMl 4 Address Y Opt RATR S NAME aNGINFff S NAME AND P E. LICENSI NO. North Fork ,tnitotit�ra Inc, srplr R Anrnto P E. 5 6484 Address x Lana�dt atdon..Ln.c. ___..e ...,._ F 8475 Co 8475 Cox Lane FIrrn Name g .� Cameron ,, CI �_ ..,�. ._..� ...__ �,�. ...� n Lr1 den ran �,A ,!�, City city g �oonaart,,,,LiaP State2lp Coda _...m.. .. _., State/Zip Code _ .._. _ 100 Bunn si t.ordul v�ard,Suite 100 utr hogtre _ ptork 11935 ._ .... " a11rr �ide Boulevard, .... w_ v... , _._ Newyork, N'11767 Tele � New Yonk�" 11���95 rano N2�umbor .-_.., �...��----�. ..-,.�.. Telephone Number TeIelptlone Ntartatrrr .. .Y�a.._.„ ILITY , _�_. p (a16 t1.'7 aag0yy 6,FACeNort AME AND LOCATION Attraol'a Ld of To3o M,r orin exact location] " ` Nam 7 9 g 7,xI'TC OWNfl=RS N�MA � •�,�_.... w eta3larnw Inc, North Fork SariltstIon Inc. h Fork Srata 51reet .._. .� .__ 8475 Cox Lane Address �Y �-- __ _.. ,. . .. n7 Cox Lane City State"Zip f ode _ �._ _..���......._ � 84 city -- - � .. Daat00gue,NY 1'1935 citCtiy ague ..W. . Stalo, Southold Surfolk _.,.._ Now l ip Code Town Oorjln;tes York, 11 g35 NYTM.N APPLICATd Telephone1) 24 Number LandfilE OF FACILITY(C.,., m� ... . _.� 6"i1) 724 7221 _ M E _ �, _ �_ hccJc all applicable boxes) rt, Y= N f31 tNt FILED F.D BY OR 10. FEE AM NIT (Specify Develocategorpment a„ � ON BEHALF OF A MUNICIPALITY? ENCLO; 1'.D Research,Devolopmerrt and Demonstration ❑Yes ®No If yes, name. ❑Land Application �Transfer Station ❑Solid Waste Incineration ❑Medical Waste S N/A ❑Refuse Derived Fuel Processing ❑Waste Tire Storage 1�1.NAME(S)OF ALL MUNICIPALITIES SERVED�� �I ❑Composting ❑Landfill Gas Recover y NIA _._ ❑Recyclables Handling and Recovery ❑Waste Oil """ °IT `mm-- � � ••••---- 1 Other(Describe) _ 2. SOLID WA N P:l dANf>I_FtWt 13. PROVIDE T11r-,rOLL(WtG tt INFORMATION WHERE APPLICe I C.F w. a,Last wastes to be ao pted Cerrrp�(patttrl trtrl d! pttl:Ia rr da dlff% a.Facility area proposed In the application NIA a. p1 C1�Itrar1 t�rrire' ratate rvrY�)e� b. Facility area ultimately planned c, Ultimate facility height above existing ground level b.Quantity(, per.dfy Units) Existln "approved aroved Eder n capacity" d,Total Site Area o' 9 dap _o� g g P f tYty �290 cubdlr a�r(�IrP y0 m.�.l landfill _...,._ .. jacent pm r`tir s acres N 11... - prutkosoat rirprcrvrd rlesy n ca rani I1t3 %Ids r f xi:rting Iand011 area on this site andcI" 14. IS A VARIANCE R OUESTED FROM ANY'F"Rt7VdSk08�OE 6 NY4"'k"R PAI�'I j1,)? Yes ® No If yes,cite the specific provlslon(s) hereby affirm under penalty of perjury that Information provided on this form and attached statements and exhib(ts was prepared by File or ,ur9e:ro My rlupervlsion and direction and Is true to the best of my knowledge and belief, and that I have the authority or am authorized as to sign this appli f , o C� f tR t .,360.f am...a (title)Of that r�tdd�C r.d" �trni( tlaall In1 (Ent,I") 0 Aft !an false stalemant made herein i s punishable as a ClawA mis pursuant to Section 210,45 of I't1e�Pol)DI Lav, y Isdemoa ,rar 1 t` _., , .__. --� � � Sra a^i~a arrr� Pr1nt Name � t, Aft dftwo NEW YQ)R S'r TE DEPAR'n w'r OF ENV IRON i lFNTAL C'ON sERVA1 N PERMITFacility DEC 11) 1-4738-00899 Under tk � nv�� on . . �ta...l..Conservation Law.. -. P rinittee and Facility Information Permit Issued To: Facility: NORTH FORD. SANITATION INC NORTH FORK. SANITATION TRANSFER. STA PO BOAC 982 8475 COS LN CU'I C,HOGUE, NY 11935-0982 CUTC HOGUE,NY 11935 (631) 734-7221. Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 709.9 NYTM-N: 4545.6 Latitude: 41°02'04.5" Longitude: 72°30'10.8" Project Location: 8475 Cox Lane, Cutchogue Authorized Activity: Operate a transfer station receiving a maximum of-290 cubic yards per day of construction and demolition debris (C&D) and other non-putrescible waste collected within theTown of Southold. Permit Authorizations .. l �.a,.... . _m�. . _.__. . . . . Solid Waste Management- Under Article 27, Title 7 Permit ID 1-4738-00899/00003 Renewal Effective Date: 8/1 0/2012 Expiration Date: 8/9/20 l.7 NYSDEC Approval y acceptance of this permit, the periWttee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: ROGER EVANS, Regional Permit Administrator Address: NYSDEC REGION I HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY 11790 .3409 o r Authorized Signature: fie _. M Y:: i '.. Page 1 of 7 a<BEW Ya'P' '-'A`lF::DEf)ARTMF-,r4"r OF EY VBRONEth&:N'TA..COB4S&":.P'VAI C ..._..m. _..__._ _.... _. w NOTIFICA r ION OF „...�_ ER PERM ITTEE OBLIGATIONS ltn,1'n'r A: Po"`n,Jttee P d:ojl :s R r 9vil IZe.dponsibility -and Agrees to Indemnification ne pr�rrnittsi',e xpro sly efgrr r , to incjellmIfy,anrl hralr'I harnilo"~sw the DRPartm ew of l r°aviu`orartnr.,arlr:ul' t_o;a,arer'vat'+clr 'r,thu StaleSt of lw"I;'vr York 0 rellrF°>G'"rrt ltnllTer rwryupl y� „'s,ttlaft a'gerlts ("DEC")forofl f l 1r8"t� , rst.lits, actions, and darf'1rTges �o Ih : ��� � exlcnt ariribLitalalt-1 tra t1le p ,anni tee'sacts or rrmi`ssions in conrrerfron w01 the,! permittee's under°tratE°ing of activ�y,as in connection+pith rrr and inainat nsance of, the facilrty or faaa patios;aarathoria.a'ad bytllre,°erraalt raalaetlrer In caorn me the iaer"nklt, ..f1a41 iE"lrlc slac'liftlC bd.�rara 4:1'�C] es I"lot extrerld try an yr"d aar's '„I61ts, I or l e. in cwr,,alla ar v�itll 17e`, r8 a and r ond; tions of tl� ar, ik) a,s, or i1-lz n atdru-s to Aire extent altrll��)I,ltab e to DE,G's a'aw°rr rar f a: acts or orni";ash'lms or to aray c :1�dCIS, suits, oractions naming the DEC and arising underarticle 78 of tl�ac. I�Jf_ylyorlw Cjvll f r�ar;,trrwo 1. av�s aan(.f l r.a"�C,aa;or sar'ay r'u�.nrt suit or civil rights provision under federal or state laws, IteIn 6,; Paerr'rarttpre's t~onttac:tors to ct.:nnpaly with Permit . r , l Car s rc'�1�onsi le for Nf`iforrfj)lij l ItC' h kC�C*t�Cw'r"kr"IC?'nt Contractor,-,, CEMII�IIW,`TI"s, delCtrants and assia,lF o II"aelr l`7"Ha "td ir1"I ltr,°�.��.. Ca ,� rr!aspons bili'y io c nr Taply with t`Lis permit ifICAU(Iir)g :iris s pec;;ial corrrdiit"rons ar hilr,a @Cting :as the perrnitlee's .a lent with rr ae ct o the pe teal a"�clavrl''a s, and such p(-"rs ans shall l7ra subject Ir:a the 1,;Hrne� sanctions for vio IFjtscarrw'a of lio t";l'avir°r;anr �r'7tal t ' 'r rr 91t G" oases vatrr,an Law as those I�arCaur�ri;�a�u.l for. tl`tr: permittee Item, C Perrnittcee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permlts, approvals, lands, easements and rights-of-way tha may be egultzad to carry out the activities that are authorized ray this permit. Itrrn D: No Right to Trespass or Interfere with Riparian Rights This permit does gaol, convey to li'le perms"tee any right to trespass upon the lands or interfere with the riparian rici its of uthers in order to perform the permitted work nor does It authorize the impairment of any rights, title, or interest in r -al or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition I; Facility Inspection by the Department f nra perritted site orfac,[lity, including rnlevanl records is subjo+ct to inspection at reasonable hours and intervals ,y an authorized representative, of the Department of Environmental Conservation (the Department) to determine wh"etN l the permittee is complying with this permit and the ECL.Such representative may order the work suspended pursuant tc ECL 71-0301 and SAIDA 401(3)" The permittee shall provide a person to accompany the Department's representative during an inspectlon to the p-" rmlt area when requested by the Department. A copy of this permit, irac,luding all referenced naps,drawings and special conditions, must be available for Inspc .tion by the Department at all times, at the project site or facility, Failure to produce a copy of the permit upon request by a Department representative Is a viclatlon of tia'is permit. General' onition 2, Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, Issuance of this permit does not modify, Supersede orrescin, any order or�tr�aete�n�irrotlorr I:ar'r..viously issued by the Denl;:arartment or any of the terms, conditions or r wrtr.ri'rr-ments contain—d in sr,rreh order-or r,determiraatlon, General Condition 3: Applications for Permit Renewals or Modifications The normittee ralust st",abrnat a separate written aapphc abon to the Department for renewal, modification or transfer c this pec nit. Such application must include any forms car supplemental information the Department requires. Any ren. wal, na.aVIcation or transfc:r gw,nnte d by tt-ae IDepartmm it inu st be in writing. The permittee must C?:flw br°nit a renewal aapplicatir'an trat least, aa) 180 days before expiration �:af permits for Stag^ Pollutant Discharge Elimination System (Sl-"VES), H,,Izaar ous Waste Manaqe w ent Facilities fl-lAt1t ), r°rarajor Air Pollution Control (APC) and Solid Waste lent I tirrurlilie r� ( , �tvtl�)� and - I.a) :3()days before expiration of all olhoa pcerwit tyl;ar s, svl"arr issiorl of aIopf icatlons for. perrrait renewN tar. modification are to be submitted to; NYSDEC Regkmaal I lrerrni"t Administrator, Region 1, SJUNY Bldg #40, Stony Brook NY 11790-2356 Gonaerali Condition 4; 1')Ormit Modifications, Suspensions and Revocations by the pelrartrta��nt The IDepar Irrar,nt rc eI,vo, 'Glae right t,O Modify,su.apemt or rew'oke this permit in acc mdance with 6 NYCt I;,'Pwt 621. I'he :Irounds for modificatu.ara, sr,,,�Iacrraanon r r rnvCarar�ation lnckirfr.: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions, relevant technolol or applicable law or regulations since the issuance of the existing permit; e) noncompllance with previously issued permit conditions, orders of the commissioner, any provisions o' the Environmental Conservation Law or regulations g of the Department relate the permitted activity. a d to _—.... C PERMIT NUMBER �6?_-T163Program 1-4738-0089910003 � _. .. .._..m „,..... 0 rwrorr �d�rtr��rr�gY +�� i �dS[",RV rw :_. A r o e nr ,raft . .... 7,1,w. L CONDITIONS For Article 27 Title 7; 6NYCRR360: .Solid Waste Management 1, The permittee shall comply with the most current 6NYCRR Subparts 360-1 and 11, the approved engineering p ep rrt dated Decembr;r 9, 1993, revised March 28, 1990-and September 22, 1994, prepared by Marren A, a�nbach, Sr., P,E,, exc'apt as sl°aox,,i'fically modifki�t b0ow in the special condittiin!3 of this permit, 2. The permittee shall only accept construction and demolition debris as defined by 6NYCRR Part 360m1.2(b)(38 and non-putrescible wastes such as tires, furniture, carpeting, appliances, scrap metal, and machinery at the facil 'y in an amount that does not exceed 290 cubic yards per day, 3. The permittee shall not store more than 1200 cubic yards of solid waste at the facility at any given time, 4. The permittee shall limit operations at the facility between the hours of 8:00 AM and 6:00 PM, Monday througF Saturday. An attendant shall be present during all hours of operation. 5, The permittee shall maintain a fence around the property and a sign at the entrance that indicates hours of operation, and the types of waste accepted and not accepted, 6e The permittee shall control nuisance at all times which include, but not limited to, odors, dust, vectors, noise ae I windblown litter. 7, The permittee shad@ notify the tW YSDEC, Division of Solid and Hez,,)rdous Materials, SUNY @ Stony Brock, 50 Circle Road, Sto-iy Bro,oh, NY 11790-34.09 within 18 hours of an event which causes the facility to tease operati, n 'for a period of 48 hours or more, Such an event would include a fire, spill, etc. 8, The permittee shall submit an annual report to the Central Office and the Region One Office of this Dcpartrner within 60 days of the first day of January following each calendar year in question, Such reports must be prepare, in accordance with 360-11.4(j) and submitted on forms prescribed by or otherwise acceptable to the Department, DEC PERMIT NUMBER Facility/Program No. PAGE 3 OF 3 1-4738-00899/00003 52-T-63 NEW YORK STATE DEPARTMENT `'F ENVIRONMENTAL CONSERVATION ` F YORK Department of STATE OF DIVISION OF MATERIALS MANAC ENT OPPORTUNfTY Environmental SOLID WASTE MANAGEMENT FAviLITY INSPECTION REPORT Conservation 6 NYCRR PART 360-16 - PERMITTED CONSTRUCTION AND DEMOLITION DEBRIS f A PROCESSING FACILITY " C'I l Y N _A1tirlt _ LOCATION .C.. � � FACILITY NUMBER D TE r.. � TIME . txfTOtISS A,MErkt,)I. � 8rc,Z__.._CQK,_.vSS�IIQ_._.4 � I1,PENSONS INTERVIEWED 11N TITLES '6� 3� ,,, �.lc�u �. .�� �_��'f't � w hfif.tr4r�N VhP'irA7 bRf= d NDITIONS I'DEC PERM]f NtlMrt�-It sG/ ATION SHEET ATTACH D n YES +a'NO ATTACHED ` SHEET tt ar Violalion of P -_ I cl l 6 -- -_ e _.....prig. . ,.. ` Part 36f3 are ash t!ct la"5 A a�Ilr,a�rls;f,uwil,Arinr6a�oslr;uti ra and f:;rlrr7anal.��xr.kiorl. .rt��t Forth in fi�C,t.Article yt ar�cN as appropriate, the Clean Water and Clean Air Acts Additional and/or Multiple Violations May Be Described on Sheet One of this Inspection Report, This form Is a record of conditions which are observed In the field at the time of Inspection. Items marked NI Indicate no Inspection(or not applicable to the facility)and do not mean no violation has occurred,. C NI V Facility Management C NI V Access ra'® ❑ 1. Facility is authorized and solid waste management 13 ❑ 18,Access to the facility is adequately controlled. 360 occurs within approved area. 360 1.7(a); 360 `IA4(d), 360 16.4(h) 1.8(h)(1),(5), 360 16.1 0 0 19,Onsite roads are passable. 360 1.14(n), 360 rr r n 2. Facility accepts only those solid waste materials 16.3(g)(4) authorized for management at the facility. 360 VS ® 20,Attendant is present during all operational hours to 1.14(e),(r), 360-16.1(a),(d), 360-16.3(h)(4), 360 control access and receive solid waste, where 16.4(b) permanent operating equipment exists. 360 1,14(c) ,pro n 3. Facility components are maintained and operated in Waste Handling-All C&D Debris Types accordance with authorization. 360 1.14(f), 360 t//O ❑ 21.Incoming waste is inspected before acceptance and 16.4(a) the C&D debris accepted is weighed or measured f.a aI:u 4. O&M Manual, permit, and most recent annual report before unloading. 360 16.4(b)(2) is maintained and available for reference and t/o ❑ 22,Proper separation of materials and adequate � inspection 360-1.4(u)(1), 360- 16.4(a) supervision is provided to ensure that waste wood is 5. Operational records are available where required. unadulterated and not contaminated if it is to be 360-1.4(c), 360 1.8(h)(8), 360 1.14(e)(2),(i), 360 pulverized or processed separately from other C&D, 16A(b)(2),(i),(I) 360 16.4(c)(3) Operation Control b/o ❑ 23,Adequate storage for incoming C&D debris is L 6. Solid waste is sufficiently confined or controlled. 360- available. 360 16.4(f)(1) 1.14(j), 360 16.3(h)(4), 360 16.4(b)(5) o o-o 24 Unauthorized solid waste material received at the n 7 Dust is effectively controlled. 360-1.14(k), 360 facility is removed within 24 hours. 360 16.4(0(1) 16.3(g)(5), 360 16.3(h)(5), 360 16.3(b)(5) n 25.Recyclables recovered from the C&D debris are not �® 8 Vectors and vector breeding areas are effectively stored at the facility for a period of 60 calendar days, prevented/controlled. 360 1.14(I),360 16.3(h)(5), 360-16.4(0(4) 360 16(b)(5) n /,'26.Screenings which meet all the requirements for an r�/¶ ❑ 9. Odors are effectively controlled. 360 1.14(m), 360 alternative daily cover material and screenings which 16.3(h)(5), 360 16.4(b)(5) received an approval of a petition for a beneficial use v'UDe'a 10.Adequate shelter for mobile equipment for routine determination are not stored uncovered at the facility � maintenance and repair is provided. 360 1.14(o) for a period of 15 calendar days. 360-16.4(d)(1); 360- n 24, ❑ 11,Noise levels are controlled to prevent transmission of 16.4(f)(6) sound levels above the allowable levels off site. 60 Additional Requirements for C&D Debris Other 1.14(p), 360 16.3(h)(5), 360 16.4(b)(5) Than Recognizable Uncontaminated Concrete ®.�® 12.An air monitoring program is implemented to monitor and Other Masonry Waste, Asphalt Pavement, dust, odors or other air pollutants at and emanating Brick,Soil or Rock, unless specified by permit from the facility,where required by the Department. ® ® 27 Processed and unprocessed C&D debris is not 360-16.4(b)(5)(iv stored uncovered at the facility for a period ® fafLi 13.Facility has adequately heated and lighted shelters, exceeding 30 days. 360 16.4(f)(2) safe drinking water supply, sanitary toilet facilities, n. ❑ 28.Processed and unprocessed C&D debris is not and radio or telephone communications. 360 1.14(t) stored enclosed or covered at the facility for a period ❑wd n 14 Fire protection and detection equipment is available, exceeding 90 days 360 16.4(f)(2) � 360 16.4(b)(4) n 29.Processed and unprocessed C&D debris storage r_I 'ra 15 Telephone numbers to emergency response piles do not exceed 20 feet in height and the area at agencies are conspicuously posted in all areas at the base of the pile does not exceed 5,000 square facility where telephones are available. 360-1.14(s) feet. 360-16.4(f)(3) Water /U ® 30.C&D debris storage piles are not located in CI'll ❑ 16,Solid waste is prevented from entering surface excavation or below normal grade. 360-16.4(f)(3),(5) waters and/orgroundwaters. 360 1.14(b)(1) r..l 17 Leachate is minimized and discharge to waters is ❑ ® 31 A minimum separation distance of 25 feet is prevented/controlled. 360 1.14(b)(2), 360 16,3(f)(2), maintained between C&D debris storage piles and 360 16.4(g) 50 feet is maintained between storage piles and (� (� property boundaries. 360-16 4(0(3) I hereby acknowledge receipt of the Facility Copy of this Inspection Report Forrn �) ,,.....,. _ � GIs fha+r ( It raru,Fnnt) � Individual i rta ��rn a I� � �� nspec.ors Signor ure S. gnF.Qu.um ex r; MAILING ADDRESS: 179 PLANNING BOARD MEMBERSD ���` s®P P.O. ®x 111g71 ONALD J.wILCENs Chair t� OFFICE Town Hall Annex WILLIAM J.CRES PIERCE RAFFERTY 54375 State Route 25 �� �� J ES H.RICH III y (cor. Main Youngs Ave.) MARTIN H.SIDOR (INTI (1 Southold, NY a . Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 6, 2017 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Proposed Site Plan for North Fork Recycling (NF Sanitation) 8475 Cox Lane, ±500' s/e corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-3-4.7 Zoning District: Light Industrial (LI) Dear Mr. Kelly: A Public Hearing was held by the Southold Town Planning Board on Monday, June 5, 2017 regarding the above-referenced application. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Very truly yours, r Donald J. Wilcenski Chairman COUNTY OF SUFFOLK mi- MA 31 01 Steven Bellone SUFFOLK COUNTY EXECUTIVE lki� dfuidd)Tdvti 9`1:1dI�Illg d�aird Department of Economic Development and Planning Theresa Ward Division of Planning Deputy County Executive and Commissioner and Environment May 23, 2017 Town of Southold 53095 Route 25 P.O. Box 1179 Southold,NY 11971-0959 Attn: Brian Cummings,Planner SEQRA Lead Agency Coordination Re: North Fork Recycling S.C.T.M. No.: 1000 83000 0300 004007 S.C.P.C. No.: SD-17-LD Dear Mr. Cummings: Your notification for SEQR Coordination was received by our agency on May 22, 201T Please be advised that our agency,the Suffolk County Planning Commission,has no objection to the Town of Southold assuming Lead Agency status for the above referenced. The Suffolk County Planning Commission reserves the right to comment on this proposed action in the future and wants to be kept informed of all actions taken pursuant to SEQRA and to be provided with copies of all EAF's,DEIS'S and FEIS's,etc. Please note that pursuant to New York State General Municipal Law section 239 and Article XIV of the Suffolk County Administrative Code,prior to final approval,this action should be referred to the Suffolk County Planning Commission for review. Sincerely, Andrew P. Fre eI"�g Chief Planner APF/cd H.LEE DENNISON BLDG a 100 VETERANS MEMORIAL HWY,11th FI mi P.O.BOX 6100 im HAUPPAUGE,NY 1 1 7 88-0099 r (631)853-5191 WrCHOGUE FIRE DisrRICT ............................. 18 260 New Stiffolk Road, Cutchogue, NY 1 1935 Telephone (631) 734-6907 - Fax (631) '734-7079 Over 88 E-mail: cutfd@?opt.onUn(:1.:net Years of vim7w.,(,-ut(.,,Iioguefi.:irec,:I.ept,.org Service May 25, 2017 Manning Bwd Brian Cummings Southold Town Planning Bd. PO Box 1179 Southold NY 11935 Dear Mr. Cummings The Cutchogue Fire District is in receipt of your site plan concerning the North Fork Recycling, 8475 Cox Lane, Cutchogue for firematic review of the area. Basically we find that there is adequate fire protection for the site area and have no concerns at this time. Thank you for your consideration, we remain, Very truly yours, Board of Fire Commissioners Matthew J. 1arti.r� Fire District Secretary SCOTT A. RUSSELL JAMES A. RICHTER, R.A. SUPERVISOR MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. 631 765 1560 a Fax (631) 765 9015 AJ " , . .. `m. . f � r u119 I#14 6. i.,1lp�.(p �.' �_11a.,�_ 1 �.9I ',lW�_4.b . ���u�l� �y��� r��c..,.. OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Donald J. Wilcenski May 31, 2017 Chairman - Planning Board P)�- Town Hall, 53095 Main Road Southold, New York 11971 Re: North Fork Recycling, Inc. 4,,W 31 2017 � SCTM #: 1000—83—03—4.7 8475 Cox Lane, Cutchogue Soulhal- rovv°u ,a Plannft Board Dear Mr. Wilcenski: As per a request from your office, I have reviewed the Site Plan indicating the proposed construction of a 1 story Office/Warehouse metal building. The drawings have been prepared by the office of Jeffrey T. Butler, P.E. and have been dated 12/16/16. Please consider the following: 1. The drainage calculations and Drainage Designs meet the minimum requirements of Chapter 236 for stormwater management. 2. The proposed Erosion & Sediment controls meet the minimum requirements of Chapter 236 for stormwater management. 3. The Storm Water drainage system indicated on the plan calls for two 8' diameter Leaching Pools to be installed 14' in depth. This depth will be difficult to install and even more difficult to maintain and clean over time. Therefore it is recommended that these leaching pools each be split into two 7' deep structures. If you have any questions regarding this review, please contact my office, Sin y, James A. Richter, R.A. cc: Vincent Orlando (Superintendent of Highways) = AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as AO— 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 lace for at least seven days prior to the date of the public hearing on .�1" " 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 Cd Your N e (print) gnature�" 2-Z Gs l Address A/.-Z- 1-1 Date y Notary Public CONNIE D. BUNCH Notary Public,State of New York No.01 BUS185050 Qualified In; County Commission EXPIres April 14, PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 6/2/17 Re: Proposed Site Plan for North Fork Recycling NF Sanitation SCTM#s: 1000-83-3-4.7 Date of Public Hearing: Honday, dune 5 2017 6:02 p.m. Notice to Adjacent Property Owners North Fork Recycling (N.F. Sanitation) 8475 Cox Lane Cutchogue, NY SCTM#1000-83.-3-4.7 V/1, 83.-3-3.2 /2- 83.-3-4.5 83.-3-4,8 83.-3,-4.1.2 /5, 83.-3-5.3 /6 83,_3.5.1 8'3.-3-'8 84 3-1..1 5. 96 4-17.5 AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: North Fork Recycling (NF Sanitation) Address: 8475 Cox Lane, P.O. Box 982, Cutchogue, NY 11935 Land Owner (if other than applicant): Land Owner Address: Description of Proposed Project: This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 1/2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Property Location (road and tax map #): 8475 Cox Lane, Cutchogue; SCTM#1000- 83-3-4.7 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-83-3-2.1: 14990 Properties LLC, P.O. Box 907, Cutchogue, NY 11935 .SCTM#1000-84-1-13: Michael & Maria Demchak, 3206 Carnoustie Ct., Riverhead, NY 11901 . ,. . TM#1000-83-3-2.2: 14990 Properties LLC, P.O. Box 907, Cutchogue, NY 11935 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant/Agent Signature Date North Fork Recyclin, 8475 Cox Lane, Cutchogue, NY 11935 SCTM# 1000-83.3-4.7 83-3-3.2 Antone Berkoski P.O. Box 1097 Cutchogue, NY 11935 83-3-4.5 Donald Grim P.O. Box 300 Cutchogue, NY 11935 83-3-4.8 and 83-3-4.12 F & S, LLC 538 Edwards Ave. Calverton, NY 11933 83-3-5.3 Alex Zuhoski 11900 Oregon Rd. Cutchogue, NY 11935 83-3-6.1 F. McBride & Sons, LLC 10415 Oregon Rd. Cutchogue, NY 11935 83-3-8 TFLC, Inc. 8405 Cox Lane Cutchogue, NY 11935 84-3-1.1 Prime Purveyors, Inc. P.O. Box 201 Peconic, NY 11958 96-1-17.5 Town Of Southold P.O. Box 1179 Southold, NY 11971 83-3-2.1 & 83-3-2.2 14990 Properties LLC P.O. Box 907 Cutchogue, NY 11935 84-1-13 Michael & Maria Demchak 3206 Carnoustie Ct. Riverhead, NY 11901 o � o O pZ (O � � m c 0 p C 0 'D 00 rn m oo O (D a • m I_ N O , L i ru C x3 w iA I }}a •� Q' N >. G ni tAtit t�Mall Fee uI GirtrarttiA BAa &rice rif... II c' -- rn x �,a-ry CL rl ❑Return RolpR(rrlootsorrlc} S "IU,• `" CL Cat r „"�"' ',.. (W Return Receipt(hardcopy) S w�A"tt ( .-� L-J O C3 0 Certlned Mall Restricted Delivery $� a rrb � 0 ❑Adult Signature Roqulred S �w "' '0" 1 G ( 0 fD O Adult Signature Restricted Daafrwaey S is_N. N f'1 C fD r o to so.49 _ "� o N = m .n Total rte atlT %.99 84-3-1.1 cD to o � w. L arty rb Prime Purveyors, Inc. - " n, � f . o znrrt � t P.O. Box 201 a -.1 ❑❑� ❑w O W x a ' r` (P S'®�®; y�. • Peconic, NY 11958 =�� Ur. »� w w , . � m rL m a ro R� • O a. cO O N i ❑ ❑ G:7 ".1❑ b r: } m ', + 'As ,to` � j ter- r r+ O CCDD C • f �, � Ln �.,• 'm OR m • c S� fat ❑❑ ❑❑ 3 3 Er N12. � aiv Y 00 O m w CD �: W UI o a 't E, 03 C ® r r a p7.C � ru r o ru Y. 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N � , N 6 ❑Adult Signature Reatrleted Delivery$ k'^wy RJ rs! i — �' $0.44 " iPT Ln— .:I- , ��� � a,a -83-3-4.8 and 7 Ln So�i .59 F &S, LLC - ' . p a a�mu 538 Edwards Ave. p mart err tgniiaarTt} � dd y i a ' Calverton, NY 11933 CL XIM El 1300 Cr CD • e � 4 0 . r=1 I '.a. .:I- 11 47.9 08 u'1 �elrztai nms "ti�a(ah�rrrr��n�, fae�u v Palm Rocalat(hmdraprr) S . 1 ? r-9 []Return Receipt(electronic) $ (" Stllrti ki r p ❑Certified Mell Restricted Delivery $„.._„..._. Here, p []Adult Signature Required p ❑Adult Slgnature Restricted Delivery p i�lgiw(�e �0.49 Total Postage and F ��9 3-3-5.3 p Alex Zuhoski '-q 11900 Oregon Rd. ' prlr a`nrfat'Nor.: r u ° ............ Cutchogue, NY 11935 ....... kL -I o D o n _. (ta m ppI N T b W a m m Eaa41:P�Naxd Psh^t!I Fee N .» O N ^,CN O K: j rij7- 8 -� o M "" N 5 c} N P X r s:.na c. laha k box,aarP_ "'� ,Cn W 1 �p m Ln ^.w -�vor W fib , a�6i (a Q O ❑Csrllaed Mall Restricted} lv .. .. .. perk "?' C3 r � W g, fa r—q ❑R rnRecelpt(aal nlc} S„ pp Adult Signature Raulred ' . tY N fp• W .�+ ,10 fuli,eXl Signature Restricted Ctatil('euivll 6. .......�_..-....�...._ " '" �mAs, . tu.�R,. Ln �. N N � • W N Ln r 3 V2 01 -� V. y p m .n TO 1 postage Glad F BI � (D 83-3-3.2 o - -@ 1 $ . Antone Berkoski u.� � soart xr� .__ f �tatraarz r(t �atd tea P.O. Box 1097 _.. RO OP Cutchogue, NY 11935 "�' it !p P F-cID ` ® to -M o fa01 0 0C)0 Z.u °0 H � 31 air ER -n o.� Ca 0 69 a 130wti Ln o f 1 - Q 00 to • ( "+ cr a • � � " p N Er � O W c" u sar SLIJ OJ M C.m -m+, Ca Q 0) C Ox � � w N Y --� (� n ao Ln Co (D • ru w . . Ln W ^p f ! s rn r D m L1 Lr ri . s Ln W [)007. N)tl} CuA ILn k X Pol, ru CorMWd Mail Fee �i '(ru < u") Lxtrx atary .7 .,,,gao (ta trG rtr i j _.......... . . ❑Return Receipt(herdcopy) $ ( t7 Rom° < rq ❑Return Receipt(electronic) 6 ..ry °la(m a'k 1 < M -8 ❑Certi ied Melt Restricted Delivery S +,--•- 1 C3 adult ftnature Required SFL 9 O Aduu Signature,Restricted Delivery$ g � o pw%tag( $0.49 �_� ® z Q 83-3-4.5 � � � g � � �n Tit�cl��o,�ao�(� 59 Don z ald Grim ' u7 ,oars 7'ta 0 " P.O. Box 300 3 A ❑ m L7 C7 W €rear rrrasl m�34ro caa Y C) a (dw r r rd r,� �r ea�1 Hal Y � �3 N ................ Cutchogue, NY 11935 _ .._ � ?t s a dt"y"Sta1l(a,Zits t ❑I ❑❑ �ha z o 2S0 o , cc ®, m 99iI ; 'r) �rtlmapca ru ul EXtYSI;arvdcaa �t:r5,s asp wr box m ❑Return Receipt(herdccPY) �"�qpy t. r=I ❑Return Receipt(eleatrunlc) $ p ❑Cerllged Mall ReWeted Dellvary $ Jj or O ❑Adult signature Requl e C3 Adult signature Restrlobd 'rataa o Total ,aat'Sg a,gild F o - A `Michael & Maria Demchak Ln ent tb 3206 Carnou tie Ct. e__. ra Sd+rezu� NY f d i p .. ru rr ` m 0. C erfiCIad Mail Feltru 'r $ U1 Etttrd.vr3ct"ice",sray,g0h"kj'P' el�Faara c,�st �, ❑Return Recelpt(hard!ccpy) $, *,- "" ra ❑Ret—Reeelpt(eleaftwlc) $ Pafltrulark a ❑�1ar1191wtt1'MaP Rcetrlc�tod L7 Il vary $. ❑dadt.l%C S,Vna6ure Ragaitrerl $ t may, tom) 0 ❑Adult Signature RestrictedGegvawy$. o l a $0.49 o 'otstl Nostalgia rued F 83-3-2.1 &83� $ 14990 Properties LLC Ln -.Wf rat to ��MRifi iCWI WPU P.O. Box 907 Cutchogue, NY 11935 suolJena13 veld aj!S pue uo!}eollddy veld a}!g :°slou3 nog(NUeul 'plogjnoS '}olajslQ buluoZ OV ay} u! Alunoo Nloj1nS Aq plau slgbiN }uawdolanaQ ql!M �9-000�#WlOS) puelwiel 10 saaoe 8,8�T- o} pegoe}le adolanua bulpllnq aaoe ZZ'0 a ulgl!m paleool juaweseq ou pue 'a6eao}s leinl1nola6e ao} bulpllnq -:q -bs 0�j7't, tio}s- a jo uollonalsuoo pasodoad ayj aol si ueld a}!S slul •s}uawwoo pue MGlnaa ao} 99:4!wwoo anon( of uoljeollddy ueld a1lS slgl sa919a WOO Buluueld aul ov :lola}sla 6uluoZ t Vtl-E-l9-00M#WloS plow}nog '-any MGlnpunoS �g 'pal �Jelo O/M/s ,008:F "@AV M9lnpunoS 0�W� uae8 a6eaojS BV paeAouln ueuaoM aup a01 ueld a}!g pasodoad :ON L�OZ `0� AeW :a}eQ 'Guueld `sBuiwLuno uepe :Wojd aa}}lu LUOD nnalnab lejn}oajluoa`d umol plog1noS uosaadaleyo `uosduaoyl tj}agezll3 :ol uanp owaW QrloHsnoS AO NAnos 213I330 Q'V03 ONINNrvT'Id n02•suumo;piog3nos*Atmm SM-99L iE9 .auogdaiaiL xN `piouTnoS 1 �W 80QIS°H NIS2I (°and*s,2unox v °pu utuyk °joo) )0)�A III HDIU'H SgFqVr gz agnoH aIuTS 9Lc vg v y " �L2Id3 3H2I�D2IdId xauuV IIuH umOJ, i S2I Y�i�2ID'P I IIA2 WOIZdaoll Haiddo � a?eup ImSNaD'IIAA°P Q'IvNOQ TL6TT AN `pioulnOS x 6LTT xog 'O'd � � SlIHOAiHIAi QlldOg:JNINNF7'Id :SSa2IQQv JNIZIvIAi ,a ' MAILING ADDRESS: PLANNING BOARD MEMBERS '* P.O.Box 1179 DONALD J.WILCENSKI ( Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS = Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III (cor.Main Rd.&Youngs Ave.) MARTIN H.SIDOR Cf7U Southold,NY Telephone:631 765-1935 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 9, 2017 Mr.William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: SEAR Classification&Set Hearing -Proposed Site Plan for North Fork Recycling (NF Sanitation) 8475 Cox Lane, t500's/e corner of Oregon Road &Cox Lane, Cutchogue SCTM#1000-83.-3-4.7 Zoning District: Light Industrial (LI) Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, May 8, 2017: WHEREAS,this Site Plan is for the proposed construction of a 1-story 960 sq.ft. building for office use attached to a 1 '/-story 6,000 sq.ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue; and WHEREAS,the Southold Town Planning Board, pursuant to State Environmental Quality Review Act(SEQRA)6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore RESOLVED,that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, June 5, 2017 at 6:02 p.m.for a Public Hearing regarding the Site Plan entitled "North Fork Recycling Inc.", prepared by Jeffrey T. Butler, P.E., dated December 16, 2016 and last revised April 28, 2017. North Fork Recycling Page 2 May 9, 2017 The public hearing packet regarding the Town's notification procedure and the sign &post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of Posting, included in the packet, along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday, June 2 2017.The sign and the post need to be returned to the Planning Board Office after the public hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Donald J.Wilcenski Chairman Encls. Southold Town Planning Board Notice to 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#1000-83-3-4.7; 3. That the property which is the subject of this application is located in the Light Industrial Zoning District; 4.. This Site Plan is for the proposed construction of a 1-story 960sf building for office use attached to a 1 %-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres. The property is located at 8475 Cox Lane, Cutchogue; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. &NYS Rte. 25, Southold (2"d Ff., Capital One Bank). If you have any questions, you can call the Planning Board Office at(631)765-1938. Information can also be obtained via the internet: 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on Town Records Weblink/Laserfiche icon located on the home page; 3. Click on"Planning Dept."folder; 4. Click on "Applications", then"Site Plans", then "Pending"; 5. Click on the SCTM#(tax map#)of the application (found in#2 above). Or by sending an e-mail message to: JessicaM(a southoldtOWnny.gOV; 6. That a Public Hearing regarding the Site Plan will be held on the matter by the Planning Board on MondaV,June 5 2017 at 6:02 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: North Fork Recycling Inc. Date: 5110/17 Notice to Adjacent Property Owners North Fork Recycling(N.F.Sanitation) 8475 Cox Lane Cutchogue,NY SCTM#1000-83.-3-4.7 1. 83.-3-3.2 2. 83.-3-4.5 3. 83.-3-4.8 4. 83.-3-4.12 5. 83.-3-5.3 6. 83.-3-6.1 7. 83.-3-8 8. 84.-3-1.1 9. 96.-1-17.5 ` /I tl� � renow weans mu ra aveaesr ,a!vx+ � � � IW �e;rcaa PPf � i / / 41 )q l, 0 i Ex dd � fl✓a' a fir/ 1 k M I`TId 0 g� "tea, y/ /"��°� � � ,✓''�" � � ���W�%' x' w s fi y �.` � y✓E ^ dry"f� �M r I / � ✓" ➢illy R �.� ..... ,M, "{ ��,fi 3+aiti N1CbW ,{ek£'u("➢ ���.C 4 i�. IF Tq r f/L h 9 �k PF o 8 4 ✓ P p�P i oy i o h t f ✓�' m ,/y'� v 1 � •J � a r,� t�I a Al f gel � H w a a, a�a 'II .; L - �u ' Ali j ,� ,� ��� ray i�, u a � l✓ i � �N�' / /� `'' „l" `',•,,j. ',,is �l,�.. p` /* rasa- 3': ""� m. �✓ ,..,, n a✓ i o ga iy�% w a �� ,w'' r; 1. ✓ , I� WAN',�"�°� ,✓ {vM1� fay�w., f rf `-. u�'"��?� ��b� 00 INall Ix tt aW I HVle r d Q� .. ✓`y' 'F `bra ' H"1 ��I �-r~��/ ��a�� ���� M� � ��sy `'� " ref N✓� �'�• ✓ ��A a n^' "s j` ��J ff^ e`�+Fs` t m$ / 'aa* �,N�+✓ �``' �.yw°x'� 6 � N 8 I 1 d Y \ 4 F Cg p f t f l ➢� �� e � pg{py d p Up j ( 1wJHI L_ �� AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval,use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: North Fork Recycling(NF Sanitation) Address: 8475 Cox Lane, P.O. Box 982, Cutchogue, NY 11935 Land Owner(if other than applicant): Land Owner Address: Description of Proposed Project:This Site Plan is for the proposed construction of a 1-story 960 sq.ft. building for office use attached to a 1 "h-story 6,000 sq.ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District,Cutchogue. Property Location(road and tax map ft 8475 Cox Lane, Cutchogue; SCTM#1000- 83-3-4.7 Is this parcel actively farmed? Yes No Names&addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-83-3-2.1: 14990 Properties LLC, P.O. Box 907, Cutchogue, NY 11935 SCTM#1000-84-1-13: Michael&Maria Demchak, 3206 Carnoustie Ct., Riverhead, NY 11901 SCTM#1000-83-3-2.2: 14990 Properties LLC, P.O. Box 907, Cutchogue, NY 11935 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant/Agent Signature Date "-- f � .I �I Im _ 1J!1L_�_ �� �.p • Cr , I ITI Hm / c � ASP., r f �r ` � � / �� �.�f �+ �� fJrf• a ..,. ._..._., -_...J�k�'� ,. , 'u '�1 1 � ��� � �"` ✓ �^ '�� it/r✓��°" r r w, /� % � I � t WI a ( �J _"^..!' ,WA �y'i�wY y k'8'" � "+ ^�j �r!✓ �''�l$ 4^� �. re •� ' �iV ,jdrt � �/� �/ /' f5/'N 1 ,+ wi `t ' a', to °zl � rvweecu an.au See uEa P "4�s�.��,c na nw C, � ;� i a e 7 rl �"ry �A 1 uj SIC �I elf Q r Ea ���� � � it �, .:� `^n"� � xr� »� .. � w, ✓� Apr 1 f if v, Ilk, I ' / _ _... �. � Z_' z ......._ ... 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 at least 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. /2/17 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx�xxx�,txxxxxxxxxxx*xxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxxxxxxxx**x Re: Proposed Site Plan for North Fork Recycling (NF Sanitation) SCTM#s: 1000-83-3-4.7 Date of Public Hearing: Monday, June 5, 2017, 6:02 p.m. L 1 ■ a CL .L to Q z :3 0 0 LO LL L Z U) Co LL U) uj U) z z0 :3 0 0 0 LL LL (.D CV) Z z co) 00 >= uj U (1) cr L •� L L ®L N0 uj .® 0 C) cn L 4-0 Town of Southold PCICodehookfor 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 shalt 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 whichabuts 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. Michaelis, Jessica From: Cummings, Brian A. Sent: Wednesday, May 24, 2017 11:09 AM , To: Michaelis, Jessica Subject: FW: NF Recycling 83-3-4.7 J Y 9 NAM 2_4 2017 Southold Tome PlanOig Board From: Fisher, Robert Sent: Wednesday, May 24, 2017 10:06 AM To: Cummings, Brian A. Subject: NF Recycling 83-3-4.7 Brian I have no objections,corrections, or changes for the site plane for North Fork Recycling. Bob Robert Fisher Fire Marshall, Town of Southold robert_f r G r 1,-owri,$oLl-til��..ld..ny,us (W) 631-765-1802 - (C) 631-786-9180 PRIVILEGED AND CONFIDENTIAL COMMUNICA TION CONFIDENTIALITYNOTICE This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by privilege. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this transmission in error,please notify the sender immediately by e-mail and delete the original message. a C)F SOUTHOLD Mon to uso IN Sm TV Qmv non? 00(vnq71WUA ty So aqkmt A ow sprMpme jundt, "lle apprriv 11, Il w ,h11'.1�4Y1`,'' ",;I, lai' �,-)!-cv-,<< (),') J)Iop )"y vvZd),'I, 'm Ofa foal Opel:10I)n -(r pqoN /'Ji I')Is fr" rr r"',I ui"� i:"(-, f Eiferr(",tJ �n cl """'u uik Go I t ii ig Corn II );,,Irc;� vvlS I I III ,)nd 23�'),r( of HlI:5 ApWilant Namm NoMh Fat Amyrdig (NI banbohn) AWass: 8475 Cox L ano, P.0 1% 98? QUAque. 04Y 1 1 Larid Oiimiier� (if other than app�lire,;a,nt): Laml O%mer Addmss: Dom,tpfiori of IPiroposed f)rojocii Thp s SA"', II III muuu for the p cipr)Sn;d C"Cin'Jil uctim of a 1-Mmy 960 sq fi, tl-)uMilng for office uv3e AJach'r,41 to a 'I 'Vv,-Story 6,000 !-,q fl, LmArfiling for waiehouse sp)ace arid nticn hmeiment nth 16 pm king staUs on 5 (gymcam in be Light pi (k striM ZoNng Ustrk.t, Gutdicque Fhopoily Locoimi Voad and to map iq: 8d75 Cox tonc, Ciu',,(;hoguie SC,"FiV1#1000, 83-34,7 Is Ws parc61 actively farilned? Yes V111 0 Plames & addir,esses of any III andmmms WtWn tho ag6cWtural chistrict contahihing acHve fanm operations loicated 500 feet of tho Ilhuoiijndaii y of the prcq,)oSed project SCTM#1 00,0433,3-2,1 p4940 Wymoks L L C!, I I () Sm 001 AWshy;in, 04 ( 11915 SCjjW#1OOO-84A-13: NOW 9 NAN Annshak, UOU Quip into V, HYMand NY 11101 SICTRA#1000-8:4302: 14900 1 ImpMes 1 W, 11 G VWx th), MAwkypir, NY i AUS a Wx imp o; (Shcr nmp Alawky On nit; A 'to jmjzq; Mir n, 1% papov! pmpmud roAtIve to To lawthi of A-0 cuminkm Qvailvn 1 "how;, Elizabeth Thompson, Chairperson xr Town Hall Annex Reynolds duPont,Jr. ' C * 54375 Route 25 Ronald McGreevy " s PO Box 1179 Stephen Geraci Southold,NY 11971 Patricia Butler '17 James Garretson ` V Telephone: (631)765 - 1892 Or William Coster ,. Fax(63 1)765-6641 Pl3lN(_1MT www.southoldlownr� v Town of Southold ': �i ... Architectural Review Committee Minutes 4:00p.m., May 11, 2017 rowAn Town Hall Annex Executive Board Room - ftarc Members Present: Elizabeth Thompson, Chairperson; Ron McGreevy; Stephen Geraci; Patricia Butler; William Coster; Brian Cummings, Town Planner; and Elizabeth Cantrell, Secretary The minutes for the April 13, 2017 meeting was approved. Introduction• All applicants will give a presentation consisting of drawings, exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes, and be made part of the Planning file for that application. The Planning Board will consider these recommendations, together with all comments from other agencies, and provide the applicant with a comprehensive written list of its requested revisions. New Site Plan Applications: • NORTH FORK RECYCLING (N.F. SANITATION) SCTM# 1000-83.-3-4.7 Scott Schelin, property owner was present to present the Site Plan for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 11h-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District. Located: 8475 Cox Lane, Cutchogue. The Committee reviewed the application and approves the project as it was submitted today. Motion made and seconded. All Ayes, • ONE WOMAN VINEYARD AG. STORAGE BARN SCTM# 1000-51-3-4.14 Brian Cummings, Town Planner presented the Site Plan for the proposed construction of a 1-story 4,410 sq. ft. building for agricultural storage, and no basement located ........_.__ _..... � � _ l .. within a 0.22 acre building envelop'e attached to ±18.8 acres of farmland (SCTM#1000- 51.-3-4.14) with Development Rights held by Suffolk County in the AC Zoning District, Southold. Located: 19110 Soundview Avenue, Southold. The Committee reviewed the application and approves the project as it was submitted today. Motion made and seconded. All Ayes. I zzib- ",' elti Cantrell, A.R.C. Secretary I,V7�11t . ........... Michaelis, Jessica POD From: Cummings, Brian A. Sent: Thursday, May 18, 2017 4:00 PM D JE To: Michaelis, Jessica � Subject: FW: Proposed Site Plans MAY,o 90 17 Plw'w'g,ftaird From: Doherty,Peter Sent: Thursday, May 18, 2017 3:59 PM To: Cummings, Brian A. Subject: Proposed Site Plans Brian, As of 5/18/17 There are no violations in Municity at 8475 Cox Lane Cutchogue 83.-3-4.7. Reference Proposed construction of 960 sq. ft. building. As of 5/18/17 There are no violations in Municity at 19110 Soundview Ave. Southold 51.-3-4.14 Reference Proposed construction of a 4,410 sq.ft. building. Thanks Pete MAILING ADDRESS: ,.PLANNING BOARD MEMBERS P.O. Box 1179 Southold, 11371 DONALD J.WILCENSKI � "� Chair OFFICE LOCATION: WILLIAM J.CREMERS � Town Hall Annex PIERCE RAFFERTY � IRS 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ' + , f Southold, IVY Telephone: 631 765-1938 www.s outholdt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Damon Rallis, Building Permits Examiner From: Brian Cummings, Planner k�m Date: May 17, 2017 Re: Proposed Site Plan for North Fork Recycling U75 Cox Lane, ±500s/e/o Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-4.7 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. Encls: Site Plan Application Site Plan esa� .. I SS: PLANNING l F sU " �" P.O.� .O. Box 1179 DONALD J.WILCENSKI �� �� �'� Southold, NL'' 11971 Chair ' OFFICE LOCATION: WILL J.CREMERS Town Hall Annexe PIERCE RAFFERTY w 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ���� COUNTI ti���.��, Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Damon Rallis, Building Permits Examiner From: Brian Cummings, Planner Date: May 17, 2017 Re: Proposed Site Plan for North Fork Recycling 8475 Cox Lane, ±500s/e/o Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-4.7 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. Encls: Site Plan Application Site Plan .wNIAILING ADDRESS: PLANNING J ' � P.O. Box 1179 A + DONALD J.WILCENSKI All's t7 Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CEES c t Town Hall Annex PIERCE FERTY 54375 State Route 25 JAMES H.RICH III �wX A (cor. Main Youngs Ave.) MARTIN H.SIDOR � T" z .)i Southold, NY Telephone: 631 765-193 S www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 17, 2017 Mr. Matthew Martin c/o Cutchogue Fire District 260 New Suffolk Road Cutchogue, NY 11935 Re: Request for Review: Proposed Site Plan for North Fork Recycling 8475 Cox Lane, ±500s/e/o Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-4.7 Dear Mr. Martin: The Site Plan Application described below is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 %-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. Sincerely, Brian Cummings Planner Encls: Site Plan Application Site Plan xr ; L SS: o PLANNING BOARD S % � ,d P.O. Box 1179 DONALD J.WILCENSF�I 0, Southold, 11971 Chair OFFICE LOCATION: f WILLIAM J.CREMERS Town Hall Annex elk- PIERCE RAFFERTY � � � 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) �. � MARTIN H.SIDOR .,� � , � Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Peter Doherty, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planner �C dA" Date: May 17, 2017 Re: Proposed Site Plan for North Fork Recycling 8475 Cox Lane, ±500s/e/o Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-4.7 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 1/2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-83.-3-4.7 X1, P.O.MAILING ADDRESS: fox 17.79 I90NALD J.WILCENS � a; Southold, 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS s� ). Town Hall Annex PIERCE RAF'F'ERTY y'� ` 54375 State Route 25 JAMES H. RICH III � �� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR N a Southold, NY Telephone: 631 765-1938 www.southol dtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Peter Doherty, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planner cl� Date: May 17, 2017 Re: Proposed Site Plan for North Fork Recycling 8475 Cox Lane, ±500s/e/o Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-4.7 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2=story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. Laserfiche; Planning, Applications, Site Plans, Pending, SCTM#1000-83.-3-4.7 m.z MAILING ADDRESS: S OF Soy P.O. Box 1179 PLANNING BOARD MEMBER " DONALD J.WILCENSHI " Southold, NY 11971 Chair OFFICE LOCATION: WILL WILLIAM J.CREMERS Town Mall Annex PIERCE RAFFERTY t� 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR x ��UN Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Planner_7i6c Date: May 17, 2017 Re: Proposed Site Plan for North Fork Recycling Application Name: North Fork Recycling Tax Map Number: 1000- 83.-3-4.7 Location: 8475 Cox Lane, Cutchogue Type of Application: Sketch Subdivision Map Dated: Preliminary Subdivision Map Dated: Final Subdivision Map Dated: Road Profiles Dated. Grading and Drainage Plans Dated: Other Dated: Site Plan Dated: 12/16/16; rev 4/28/17 Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Project Description: This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. rcz _ MAILING ADDRESS: a SO *" . PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J.WILCENSKI +TM, Southold, 11971 Chair OFFICE LOCATION: LL J. CRElVIERS Town Mall Annex WPIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III , (cor. Main Rd. &Youngs Ave.) RTIN H.SIDOR , ,COUN11,�` Southold., NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner Date: May 17, 2017 Re: Proposed Site Plan for North Fork Recycling 8475 Cox Lane, ±500s/e/o Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-4.7 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. ALMLING ADDRESS: P.O. Box 1179 PLANNING BOARD MEMBERS N � � ww, Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS � � � Town Hall Annex .FIERCE FERT�' 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR �.:_ �� Southold, NY Telephone: 631 765-1938 www.s outh of dt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, Planner N-�`-�(--* Date: May 17, 2017 RE: Amended Site Plan Application Review— • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act -SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. North Fork Recycling — Page Two — May 17, 2017 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Project Name: North Fork Recycling Address: 8475 Cox Lane, Cutchogue Tax Map #: 1000-83.-3-4.7 Requested Action: This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Environmental Assessment Form 2 MAILING ADDRESS: l®lI1V S � � � P.O. Box 1179 xf Southold, NY 11971 DONALD J.WILCENSKI ChairOFFICE LOCATION: WILLIAM J.CREMERS �' Town Hall Annex PIERCE RAFFERTY �, ' 54375 State Route 25 JAMES H. RICH III a (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR C�UN 1�,�,� 1 Southold, NY Telephone: 631 765-1938 www.s outholdt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Brian Cummings, Planner's =�_ Date: May 17, 2017 RE: Site Plan Application Review— • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 The purpose of this request is to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act - SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below. Project Name: North Fork Recycling Address: 8475 Cox Lane, Cutchogue Tax Map #: 1000-83.-3-4.7 Requested Action: This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted North Fork Recycling—Paemmm2 - NIay 17,2017 Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan • Site Plan Application Form • EAF 2 MAILING ADDRESS: PLANNING BOARD MEMBERS �( "� ` a, °, P.O. Box 1179 Southold NY 11971 DONALD J.WILCENSKI � wk Chair ' OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III ��` �� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Y ,� 1 Southold, NY Telephone: 631 765-1938 www.s outholdt ownny.gov PLANNING BOARD OFFICE TOWN F SOUTHOLD MEMORANDUM To: Suffolk County Water Authority (SCWA) From: Brian Cummings, Plannermr Dater May 17, 2017 Re; Site Plan Application Review— North Fork Recycling • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131, and LWRP Coastal Consistency Review • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act -SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below. Project Name: North Fork Recycling Address: 8475 Cox Lane, Cutchogue Tax Map #: 1000-83.-3-4.7 Requested Action: This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 '/-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. North Fork Recycling — Page Two — May 17, 2017 SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan • EAF 2 IV.4 1. r MAILINGSS: PLANNING BOARD MEMBERSi � P.O. Pox 1179 DONALD J.WILCENSKI �� � Southold, NY 11971 Chair , OFFICE CAT WILLIAM J.CREMERS q, �� Town Fall.Annex PIERCE RAFFERTY y tar 54375 State Route 25 JAMES H.RICH III ` ' (cor. Main Rd. &Youngs Ave.) C MARTIN H.sIr�OR �UNT`I, . Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planner�jC—L Date: May 17, 2017 Re: Proposed Site Plan for North Fork Recycling 8475 Cox Lane, ±500s/e/o Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-4.7 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 %-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-83.-3-4.7 J"Xxzz MAILING ADDRESS: PLANNING BOARD MEMBERS OF 5 P.O. Box 1179 Southold, NY 11971 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILL J.CREMERS � Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 J ES H.RICH III �V ` (cor. Main Rd. &Youngs Ave.) RTIN H.SIDOR .M w��UIY 1�, ;1" Southold, NY Telephone: 631 765-193 S www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD Memorandum To: Elizabeth Thompson, Chairperson Southold Town Architectural Review Committee From: Brian Cummings, Planne� Date: May 10, 2017 Re: Proposed Site Plan for North Fork Recycling (N.F. Sanitation) 8475 Cox Ln., Cutchogue, ±515' s/e/o Oregon Rd. & Cox Ln. SCTM#1000-83.-3-4.7 Zoning District: Light Industrial (LI) The Planning Board refers this Site Plan Application to your committee for review and comments. This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 '/z-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District. Thank you Encls.: Site Plan Application and Site Plan Elevations u. MAILING ADDRESS: PLANNING MEMBERS �OF SU , `` x. P.O. Box 1179 Southold, 11971 IDONALD J.WILCENSKI v Chair ' CDFii'ICE LOCATION: WILL J.CREMERS Town Hall Annex PIERCE FFERTY 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.} MARTIN H.SIDO �OUNTY,�� � Southold, NY Telephone: 631 765-1938 www.southoldtow-imy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 10, 2017 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Proposed Site Plan for North Fork Recycling (NF Sanitation) 8475 Cox:Lane, ±500' s/e corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-3-4.7 Dear Mr. Kelly: am writing as a follow-up to the Work Session held on May 8, 2017 where the Planning Board formally accepted the above-referenced Site Plan for review and initiated the coordinated review process. The Planning Board, its Staff, Town Departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office at 631-765-1938. Very truly yours, mm Brian A. Cumming Planner Southold Town Planning Board Work Session — May 8 2017 -- Page 2 . . _ _. Project Name Goggins, William SCTM#: 1000-114-11 9 1 Location: 13200 Route 25, ±225' west of Wickham Avenue, Mattituck _ .. Description: This Site Plan is to convert an existing 2,187 sq. ft. single family dw 11 elling to include two one-bedroom apartment units at 600 sq. ft. each and a 785 sq. ft. office pursuant to ZBA File #6677. Eight parking stalls are proposed. ... _District. Status. Approved Pending3200 NYS Rt. 25 Mattituck in the HB pp ...Final Inspection_ .. a Action: ... Review for Approval Extension Attachments: Staff Report I __ .. . ,. .... Project name: North Fork Recycling (NF Sanitation) SCTM# 1000-83-3 4.7 Location: 8475 Cox Ln., in C,utchogue �. . ........... Description: This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District. ... Status ; New Application Action i Completeness Attachments Staff Report Project Name, Hazard, David & Barbara SCTM# 1000-103-2-1 J J ... ... . Location; 1465 Harbor Lane, Cutchogue p .....p _ tion:Descri This proposal osal is for a Standard Subdivision of a 5.14 acre parcel into two lots where Lot 1 = 2.47 acres inclusive of 0.03 acres of wetlands and Lot 2 = 2.67 acres inclusive of 0.08 acres of wetlands located in the R-80 Zoning District m ..mm a _ I Status i Sketch Plan Approval ..... Action: I Completeness of Preliminary Plat Application Attachments: Staff Report Discussion: ❖ Draft Planning Board Monthly Report for April Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date May 8, 2017 Prepared By: Brian Cummings I. Application Information Project Title: North Fork Recycling Applicant: Scott Schelin Date of Submission: March 30, 2017 Tax Map Number: 83.-3-4.7 Project Location: 8475 Cox Lane Hamlet: Cutchogue Zoning District: Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 5 acres (217,800sf) Building Size 6,960 square feet This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. III: Analysis 1. Proposed: a. Existing temporary storage trailers / buildings to be removed (items 1 — 12); b. Existing office trailer to be removed. Power and communications line service to be disconnected and partially abandoned; i. Existing power/comm service to be reworked/rerouted to provide a new electrical panel to provide for the proposed building; c. Existing sanitary system to remain: i. The site plan references SCDHS approval C10-97-0008 from 4/15/98 for a 300gpd system currently installed with 1 — 1,000gal septic tank and 1 — 8' x '12 deep leaching pool; ii. Notation: "The existing minimum sanitary system meets SCDHS requirements (size and configuration) for processing the proposed sanitary flow (297.6pgd)"; 1 2. With reference to the Planning Board letter dated April 26, 2017 regarding finding the application incomplete: a) Provide the remainder of the fee for a new site plan application: o Flat fee of $500 (already submitted) o An additional $500 for each acre (or fraction thereof) in excess of the first acre, (5 acres —the first acre = 4 acres x 500 = $2,000) o Plus $0.10 for each gross square foot of proposed construction, (6,960 sq,. ft. x $0.10 = $696) Submitted: $3,196, which is $500 more than required ($2,696); b) Provide the locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street; Submitted: yes, noted on site plan; c) Provide the location and use of all buildings and structures, including curb cuts, within 200 feet of the boundary of the subject property; Submitted: yes, provided on site plan; d) Provide a floor plan detailing the proposed uses with a narrative to describe the intended on-site operation; Submitted: yes, a narrative has been provided to support the floor plans on file • Replace existing office trailer and storage trailers and construct a new storage/maintenance facility for equipment and trucks; • 24' x 40' open floor plan office with ADA bathroom; • 60' x 80' maintenance garage; • 60' x 20' covered/open sided area for vehicle parking for roll-off dumpster delivery trucks and garbage trucks; e) Provide a Long Environmental Assessment Form (LEAF); Submitted: yes; f) Specify the proposed landscaped area(s) as shading on the Site Plan to meet the minimum required in the LI zone (min 25%); 2 Submitted: yes, g) Provide sign renderings and dimensions for all proposed exterior signage pursuant to §280-80 of the Town Code and/or photographs of existing signage proposed to remain; Submitted: yes, a photograph of the existing main sign proposed to remain; h) Provide a Photometric Plan for any proposed exterior light fixtures and cut sheet specifications for all proposed exterior light fixtures. Please provide photographs of any existing light fixture proposed to remain. Submitted: yes, nine (9) fixtures @ 3000K and :52.Ofc 3. SEQR: pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, it's recommended that the proposed action be classified as an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; V: Staff Recommendations 1. Recommend the Town Board authorize the return/refund of the excess $500 submitted for the application fee by Town Board resolution; 2. It is recommended that the application be found complete for review along with the following: a. Set the public hearing at today's May 8t" public meeting for June 5, 2017; b. Classify the action as Unlisted under SEQR as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; c. Begin coordinated review process by sending referrals to at least: i. Cutchogue FD ii. Town Engineer iii. Fire Marshall / Code Enforcement iv. Town Board v. Building Department vi. LWRP vii. SCWA viii, SCDHS ix. SCPC 3 Michaelis, Jessica From: Cummings, Brian A. Sent: Wednesday, May 24, 2017 11:09 AM Vf ) ig U To: Michaelis, Jessica Subject: FW: NF Recycling 83-3-4.7 MAY 2 4 2011� Soullhold Town Planning Board From: Fisher, Robert Sent: Wednesday, May 24, 2017 10:06 AM To: Cummings, Brian A. Subject: NF Recycling 83-3-4.7 Brian I have no objections,corrections, or changes for the site plane for North Fork Recycling. Bob Robert Fisher Fire Marshall, Town of Southold robert.fisher@town.southold.ny.us (W) 631-765-1802 - (C) 631-786-9180 PRIVILEGED AND CONFIDENTIAL COMMUNICATION CONFIDENTIALITYNOTICE' This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected byprivilege. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited, If you have received this transmission in error,please notify the sender immediately by e-mail and delete the original message, i T C,�(V IN 0 F' S 0 1)N 10 L,D Men to use ths faw Ilia Jorm noW, cmvpwAd by bw fk, 1 pnc6%jl pcdn,nit, Saki, :�,I I 1, e %Qll" ",I C l c Od,SI J)ch,,d I �,,)o pI v W j i ,:w nf,,r c j I, v I dk3tricl, UR w I A "MCA) AM :A a M cpayski '"!:at d in �,wl og� cu�lhs',I I d I,�,I' ?aji a fcani,i nust be reMed to awo SuJfok P�aonill ,j, In &,,lAduns 2 39 tin ap1l 2 D n xJ�,bi- AqI�qaliicant I�Iairvze: Nciilh or Pecy,�Jin,,I Addresw 8475 Cnx I ana, P D Rox 982, (Achoy je. PA'`' A 93 , 1 and (iii,f cither flinain Land Owner 441dres!:5� DescHpIM of 1�:111 ol')CISed I!)111,ojecL p h�s &k,� Plao us kir fli,C, covl fiucficnn of a 1-AMT 060 Sq ft, t)UiAOii-ig fi�)� io,:Iice �Se a Miq f1 ::�uJkfinq for o,iai,ehc se and w bassnent w3h 16 pm*ill g AM on 5 ameg Who LOM ndusfiia Zc]"Ong [)Isfilctj Cutchoque, Property WaVon Ova and twc map #), 8,175 C,,cx (,,��IutcJ-,,nque �3(,, rl,/VP�10001 Is this parcel actively farmed? 'Yes Nanws & addresses M aii,,ty III inrlwiwirwrs Wthhi tho aghcWhwal WMA co"Whding achve fann opwraUons k),catelil 500 fcicd: �,Iif Clio I)C1,111ndary, of thie prinposciii proI�ect�� P Iwjlw U C 11 c 1 Box 10?ANAUKKdrAn Oil 11935 SUMS004840-13: rkchae,1 & ivlaha Gunchak, 320(], F.=verhra, ,cd, NY 11901 SUMIDNAR3.11.0 14950 PnonWw UP P 1) Wei 'M r vAPPpi, N? 1 1;0�5 Mach a tax map or Wer map showikq �J�c, oi, t1 openly whep; the g0ject W goposed reWhvetc Te hxakw cd fam') Elizabeth Thompson, Chairperson � Town Hall Annex Reynolds duPont,Jr. If .11 54375 Route 25 Ronald McGreevy PO Box 1 179 Stephen Geraci cmh" Southold,NY 11971 Patricia Butler James Garretson Telephone: (631)765 1892 William Coster Fax(631)765 6641 PQM4(-t MT X- www.southolcldkrwprr ov Town of Southold Architectural Review Committee Minutes 4:00p.m., May 11, 2017 Town Hall Annex Executive Board Room Members Present: Elizabeth Thompson, Chairperson; Ron McGreevy; Stephen Geraci; Patricia Butler; William Coster; Brian Cummings, Town Planner; and Elizabeth Cantrell, Secretary The minutes for the April 13, 2017 meeting was approved. Introduction: All applicants will give a presentation consisting of drawings, exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes, and be made part of the Planning file for that application. The Planning Board will consider these recommendations, together with all comments from other agencies, and provide the applicant with a comprehensive written list of its requested revisions. New Site Plan Applications: • NORTH FORK RECYCLING (N.F. SANITATION) SCTM# 1000-83.-3-4.7 Scott Schelin, property owner was present to present the Site Plan for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 11/2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District. Located: 8475 Cox Lane, Cutchogue. The Committee reviewed the application and approves the project as it was submitted today. Motion made and seconded. All Ayes. • ONE WOMAN VINEYARD AG. STORAGE BARN SCTM# 1000-51-3-4.14 Brian Cummings, Town Planner presented the Site Plan for the proposed construction of a 1-story 4,410 sq. ft. building for agricultural storage, and no basement located within a 0.22 acre building envelope attached to ±18.8 acres of farmland (SCT1000- 51.-3-4.14) with Development Rights held by Suffolk County in the AC Zoning District, Southold. Located: 19110 Soundview Avenue, Southold. The Committee reviewed the application and approves the project as it was submitted today. Motion made and seconded. All Ayes. 4z C 11 Cantrell, A.R.C. Secretary .. 2 .. Michaelis, Jessica tl'� ,, 0(-- __ From: Cummings, Brian A. Sent: Thursday, May 18, 2017 4:00 PM To: Michaelis, Jessica . Subject: FW: Proposed Site Plans OUHhuir rowrl From: Doherty,Peter Sent: Thursday, May 18, 2017 3:59 PM To: Cummings, Brian A. Subject: Proposed Site Plans Brian, As of 5/18/17 There are no violations in Municity at 8475 Cox Lane Cutchogue 83.-3-4.7. Reference Proposed construction of 960 sq. ft. building. As of 5/18/17 There are no violations in Municity at 19110 Soundview Ave. Southold 51.-3-4.14 Reference Proposed construction of a 4,410 sq.ft. building. Thanks Pete 1 411 MAILING ADDRESS: PLANNING ;'� 8 P.O. sox 1179 DONALD J.WILCENSKI `� , Southold, NY 11971 ' " ", a� Chair ®FFICE L®CATI®1®T: WILLIAM J.CREMERS Town Hall Annex PIERCE FFERT�' 54375 State Route 25 JAMES H.RICH III { (car. Main Rd. &Youngs Ave.) MARTIN H.SIDOR � I j" Southold, NY s. r /Y Telephone: 631 765-1938 www.southoldtow-xmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Damon Rallis, Building Permits Examiner From: Brian Cummings, Planner \J- �J Date: May 17, 2017 Re: Proposed Site Plan for North Fork Recycling 8475 Cox Lane, ±500s/e/o Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-4.7 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 1/2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. Encls: Site Plan Application Site Plan MAILING SS. PLANNING BOARD MEMBERS v Sol/� ,, P.O. Box 1179 DONALD J. LCENS �� w1' Southold, NY 11971 Chair OFFICELOCATION: WILL J.CREMERS Town:Mall Annex PIERCE PERT' 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR # , Southold, NY Telephone: 631 765-1938 www.s outholdt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Damon Rallis, Building Permits Examiner From: Brian Cummings, Planner' Date: May 17, 2017 Re: Proposed Site Plan for North Fork Recycling 8475 Cox Lane, ±500s/e/o Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-4.7 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. Encls: Site Plan Application Site Plan 7re: r MAILINGSS: PLANNIN f � + R,e P.O. Box 1179 DONALD J. LCENSa � ' a: Southold, 11971 KI Chair OFFICE LOCATION: WILLIAM J.CRE E S Town Hall Annex PIERCE FERTY w, 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Cou v Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 17, 2017 Mr. Matthew Martin c/o Cutchogue Fire District 260 New Suffolk Road Cutchogue, NY 11935 Re: Request for Review: Proposed Site Plan for North Fork Recycling 8475 Cox Lane, ±500s/e/o Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-4.7 Dear Mr. Martin: The Site Plan Application described below is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 '/z-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. Sincerely, Brian Cummings Planner Encls: Site Plan Application Site Plan MAILING ADDRESS: fjv PLANNING � P.o. Box 1179 LDONALD J.WILCENSKI � Southold, NI' 11971 Chair FFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTY g S � 54375 State Route 25 JAMES H. RICH III ' r (cor. Main Rd. & Youngs Ave.) RTIN H.SI1�OR I ,� Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Peter Doherty, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planner �c dry" Date: May 17, 2017 Re: Proposed Site Plan for North Fork Recycling 8475 Cox Lane, ±500s/e/o Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-4.7 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-83.-3-4.7 MAILING ADDRESS: PLANNINGS ,��� �,� P.O. Box 1179 DONALD J.WILCENSKI w'r„ Southold, NY 11971 .� Chair ' OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY �� 54375 State Route 25 JAMES H.RICH III „ (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR •w �` i'' Southold, NY Telephone: 631 765-193 8 www.s outhol dtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Peter Doherty, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planner Date: May 17, 2017 Re: Proposed Site Plan for North Fork Recycling 8475 Cox Lane, ±500s/e/o Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-4.7 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-83.-3-4.7 PLANNING BOARD MEMBERS ; MAILING ADDRESS: � � P.O. Box 1179 DONALD J.WILCENSKI ��y ` Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTY �� 54375 State Route 25 JAMES H.RICH III i,, ��°� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR cou ,�` Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Planner_ijc Date: May 17, 2017 Re: Proposed Site Plan for North Fork Recycling Application Name: North Fork Recycling Tax Map Number: 1000- 83.-3-4.7 Location: 8475 Cox Lane, Cutchogue Type of Application: Sketch Subdivision Map Dated: Preliminary Subdivision Map Dated: Final Subdivision Map Dated: Road Profiles Dated: Grading and Drainage Plans Dated: Other Dated: Site Plan Dated: 12/16/16; rev 4/28/17 Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Project Description: This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. rx MAILING SS: PLANNING BOARD MEMBERS � P.O, Box 1179 DONALD J.WILCENSKI k Southold, 11971 Chair OFFICE LOCATION: WILL J.CREMERS Town Mall Annex 54375 State Route 25 PIERCE RAFFERTY JAMES H.RICH III x , rV ��w � (cor, Main Rd. &Youngs Ave.) C MARTIN H.SIDOR `^ 4UN 1 Southold I Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner Date: May 17, 2017 Re: Proposed Site Plan for North Fork Recycling 8475 Cox Lane, ±500s/e/o Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-4.7 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. xr wMAILING SS: PLANNING BOARD MEMBERS "v So P.O. Box 1179 DONALD J.WILCENSKI k'"1) Southold, NY 11971 Chair OFFICE LOCATION: WILL J.CREME Town Hall Annex FIERCER FERTY 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) SIN H.SIDOR ,� J .� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, Planner'~ Date: May 17, 2017 RE: Amended Site Plan Application Review— • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act -SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. North Fork Recycling — Page Two — May 17, 2017 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. O Other (see comments below) Comments: Project Name: North Fork Recycling Address: 8475 Cox Lane, Cutchogue Tax Map #: 1000-83.-3-4.7 Requested Action: This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 1/2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Environmental Assessment Form 2 MAILING ADDRESS: P.O. Box 1179 PLANNING4` Southold, NY 11971 DONALD J.WILCENSKI ChairOFFICE LOCATION: WILL J.CRENIERS Town Hall Annex 54375 State Route 25 PIERCE RAFFERTY � ` JES H.RICH III (eor. Main Rd. Youngs Ave.) �+� MARTIN H.SIDOR �,:� UN 1�� Southold, NY zz{ : Telephone: 631 765-1938 www.s outhol dtowiniy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Brian Cummings, Planner`- , Date: May 17, 2017 RE: Site Plan Application Review— • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 The purpose of this request is to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act - SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below. Project Name: North Fork Recycling Address: 8475 Cox Lane, Cutchogue Tax Map #: 1000-83.-3-4.7 Requested Action: This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 '/z-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted North Fork_Recy ling— Page 2 — May 17a 2017 Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan • Site Plan Application Form • EAF 2 NUILING SS: PLANNINGS � .I�� � � `�, P.O. Box 1179 DONALID J.WILCENSKI ��� "��Fy Southold, NY 11971 Chair OF°F°ICE LOCATION: WILL J.CREMERS Town Hall Annex PIERCE RAFFERT Y " � 54375 State Route 25 JAMES H.RICH III TIN H.SIDC�R � C 1� ifj (cor. Main Rd. &Youngs Ave.) MARk � Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Water Authority (SCWA) From: Brian Cummings, Planner =N Date: May 17, 2017 Re: Site Plan Application Review— North Fork Recycling Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131, and LWRP Coastal Consistency Review • Coordinated Review under SEAR The purpose of this request is to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act -SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below. Project Name: North Fork Recycling Address: 8475 Cox Lane, Cutchogue Tax Map #: 1000-83.-3-4.7 Requested Action: This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. North Fork Recycling — Page Two — May 17, 2017 SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan • EAF 2 rra:,zt I SS: PLANNING BOARD MEMBERS � QF S & � „ P.O. Pox 1179 a DONALD J.WILCENS �� Southold, NY 11971 Chair w (3FFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY �a��.s 54375 State Route 25 JAMES H.RICK III ,� � �� {�� (cor. Main Rd. &Youngs Ave.) RTIN H.SIDOR �QUIy 1 �'j'l Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planner�j� Date: May 17, 2017 Re: Proposed Site Plan for North Fork Recycling 8475 Cox Lane, ±500s/e/o Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-4.7 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-83.-3-4.7 . , MAILING ADDRESS: PLANNING BOARD MEMBERS � P.O. Box 1179 r Southold, NY 11971 DONALD J.WILCENSKI rc� Chair OFFICE LOCATION: WILLIAM J.CREMERS +� Town Hall Annex PIERCE F'F'ER �� � 54375 State Route 25 JAMES H.RICH III � nI (cor. Main Rd. &Youngs Ave.) RTIN H.SIDOR4 COON Southold, NY Telephone: 631 765-193 8 www.southol dt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD Memorandum To: Elizabeth Thompson, Chairperson Southold Town Architectural Review Committee From: Brian Cummings, Planne� Date: May 10, 2017 Re: Proposed Site Plan for North Fork Recycling (N.F. Sanitation) 8475 Cox Ln., Cutchogue, ±515' s/e/o Oregon Rd. & Cox Ln. SCTM#1000-83.-3-4.7 Zoning District: Light Industrial (LI) The Planning Board refers this Site Plan Application to your committee for review and comments. This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District. Thank you Encls.: Site Plan Application and Site Plan Elevations CD C) 0 Cl) 0 M 0 Co. (n (j) z rt. . CL 0 m CL cr 0 m< 0 c :3 r.t� 0 > M CL ® r® =< N Cc r.-I. Cc co rm 0 Z z �® C) n mn CD a 0 46 m 2) Q ft*4 0 U) z CD Cl) r*h > 0 cy z cn N*4 3 EP > r-1p, -4 0 cr) -*� CD 0 =r r_ ;u -& cn z CD 1164) CC CD o ■ ■ MAILING ADDRESS: PLANNING BOARD MEMBERS 1' '` P.O. Box 1179 DONALD J.WILCENSKI Southold, NY 11971 Chair OFFICEC I . WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III � �x (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR % Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD Memorandum To: Elizabeth Thompson, Chairperson Southold Town Architectural Review Committee From: Brian Cummings, Planner Date: May 10, 2017 Re: Proposed Site Plan for One Woman Vineyard Ag Storage Barn 19110 Soundview Ave., t800' s/w/o Clark Rd. & Soundview Ave., Southold SCTM#1000-51.-3-4.14 Zoning District: AC The Planning Board refers this Site Plan Application to your committee for review and comments. This Site Plan is for the proposed construction of a 1-story 4,410 sq. ft. building for agricultural storage, and no basement located within a 0.22 acre building envelope attached to t18.8 acres of farmland (SCTM#1000-51.-3-4.14) with Development Rights held by Suffolk County in the AC Zoning District, Southold. Thank you Encls.: Site Plan Application and Site Plan Elevations MAILING ADDRESS: PLANNING L Southold,BOARD MEMBERS � * P.O.Box 1 11971 J.WILCENSKI Chair y OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY " 54375 State Route 25 JAMES H.RICH III ,le e ( (cor.Main Rd.&Youngs Ave.) MARTIN H.SIDOR [� Southold,NY Telephone:631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 9, 2017 Mr.William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: SEQR Classification&Set Hearing -Proposed Site Plan for North Fork Recycling (NF Sanitation) 8475 Cox Lane, ±500's/e corner of Oregon Road &Cox Lane, Cutchogue SCTM#1000-83.-3-4.7 Zoning District: Light Industrial (LI) Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, May 8, 2017: WHEREAS, this Site Plan is for the proposed construction of a 1-story 960 sq.ft. building for office use attached to a 1 '/-story 6,000 sq.ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act(SEQRA)6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore RESOLVED,that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED,that the Southold Town Planning Board sets Monday,June 5, 2017 at 6:02 p.m.for a Public Hearing regarding the Site Plan entitled "North Fork Recycling Inc.", prepared by Jeffrey T. Butler, P.E., dated December 16, 2016 and last revised April 28, 2017. North Fork Recycling Page 2 MaU 9, 2017' The public hearing packet regarding the Tmmm/`s notification procedure and the mign &post will need hobe picked mpatthe Planning Board Office at the Southold Town Annex when you are contacted twdoso. Please return the Affidavit of Posting, included in the packet, along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon an Friday,June 2, 2017.The sign and the post need to be returned to the Planning Board Office after the publichearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Donald J. Wilcenski Chairman Enc|n. 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#1000-83-3-4.7; 3. That the property which is the subject of this application is located in the Light Industrial Zoning District; 4. This Site Plan is for the proposed construction of a 1-story 960sf building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres. The property is located at 8475 Cox Lane, Cutchogue; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. &NYS Rte. 25, Southold (2°d Ff., Capital One Bank). If you have any questions, you can call the Planning Board Office at(631)765-1938. Information can also be obtained via the internet: 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on Town Records Weblink/Laserfiche icon located on the home page; 3. Click on "Planning Dept."folder; 4. Click on "Applications", then"Site Plans", then "Pending"; 5. Click on the SCTM#(tax map#)of the application (found in#2 above). Or by sending an e-mail message to: Jessica a-)southoldtownnv goy; 6. That a Public Hearing regarding the Site Plan will be held on the matter by the Planning Board on Monday,June 5, 2017 at 6:02 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: North Fork Recycling Inc. Date: 5/10/17 Notice to Adjacent Property Owners North Fork Recycling(N.F.Sanitation) 8475 Cox Lane Cutchogue, NY SCTM#1000-83.-3-4.7 1. 83.-3-3.2 2. 83.-3-4.5 3. 83.-3-4.8 4. 83.-3-4.12 5. 83.-3-5.3 6. 83.-3-6.1 7. 83.-3-8 8. 84.-3-1.1 9. 96.-1-17.5 Mn F1LY ua YAAi QtI SE J% 'p.'3f:3:fl1 i � ! r� n� I all" 1,7 / ✓ ,7 Eo /! � IBM r �a yy a" a; q f r d. �.. � awa, / JI 7 a p �•,/ , M1WIp. x Als � ro m � m TIT _ 'TI L�7 - - r ✓ �y CAS > �-- ... y, wa w f s $ Xi 76 U Y n F � ��� a��f✓� e, n ✓ � n f "x u ✓ P r y t AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval,use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: North Fork Recycling (NF Sanitation) Address: 8475 Cox Lane, P.O. Box 982, Cutchogue, NY 11935 Land Owner(if other than applicant): Land Owner Address: Description of Proposed Project:This Site Plan is for the proposed construction of a 1-story 960 sq.ft. building for office use attached to a 1 1/2-story 6,000 sq.ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Property Location(road and tax map ft 8475 Cox Lane, Cutchogue; SCTM#1000- 83-3-4.7 Is this parcel actively farmed? Yes No Names&addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-83-3-2.1: 14990 Properties LLC, P.O. Box 907, Cutchogue, NY 11935 SCTM#1000-84-1-13: Michael&Maria Demchak, 3206 Carnoustie Ct., Riverhead, NY 11901 SCTM#1000-83-3-2.2: 14990 Properties LLC, P.O. Box 907, Cutchogue, NY 11935 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant/Agent Signature Date l .Ll ..S M . t 0 I I rcn.on ml *�i6m m J ✓' F Iy � /�o p�F' d�� ,rr ✓�✓ '�8 �✓ u.^c f u � 4 w'I \ � 'm; ✓' , � y r r "dam "%71 7 y Imp � f t, a1 p. b r f 1/ I r kill 1� � � f' �` �✓ dos /d � �' �� Ej H ii' �_ �4 oQ � 1P� ss=sx xa.os. �...,w„% ss�src rco auc m � see sec no oen �, w I �11 �MHRI 41, Ze III I �' � ti^ ,✓�� � M���/ A �� ,�, / �"� �� �`"° I" �,., e "al e ! /r arN �� �"a ✓'� ��'� �� _`�„ � � ,sal �� ��� 7 \N 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 at least seven days prior to the date of the public hearing on I have sent notices by certified mail—return receipt,the receipts and green return receipt cards of which are attached,to the owners of record of every property which abuts and every property which is across on Your Name(print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 6/2/17 Re: Proposed Site Plan for North Fork Recycling NF Sanitation SCTM#s: 1000-83-3-4.7 Date of Public Hearing: Monday, June 5, 2017.6:02 p.m. Town of Southold PCICodebookfor 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. r�r�� . MAILING ADDRESS: SOIN `z P.O. Pox 1179 PLANNING BOARD MEMBERSSouthold, NY 11971 DONALD J.WILCENSKI + sr Chair OFFICE LOCATION: Town Hall Annex WILLIAM J.CREMERS = PIERCE FFETY 54375 State haute 25 J ES H.RICH III «� (cor. Main Rd. Youngs Ave.) TIN H.SIDOR - Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 10, 2017 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Proposed Site Plan for North Fork Recycling (NF Sanitation) 8475 Cox:Lane, ±500' s/e corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-3-4.7 Dear Mr. Kelly: I am writing as a follow-up to the Work Session held on May 8, 2017 where the Planning Board formally accepted the above-referenced Site Plan for review and initiated the coordinated review process. The Planning Board, its Staff, Town Departments and relevant agencies will.provide additional comments following full review. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office at 631-765-1938. Very truly yours, Brian A. Cumming Planner Southold Town-Plannina Board Work Session — May 8 2017 -- Page 2 Project Name: Goggins, William SCTM# 1000-114 11-9 1 - _ Location: 13200 Route 25, ±225' west of Wickham Avenue, Mattituck Description: This Site Plan is to convert an existing 2,187 sq. ft. single family dwelling to include two one-bedroom apartment units at 600 sq. ft. each and a 785 sq. ft. office pursuant to ZBA File #6677. Eight parking stalls are proposed at 13200 NYS Rt. 25, Mattituck, in the Zoning„District. j Status: j Approved Pending„Final Inspection Action: Review for Approval Extension Attachments _ Staff Report Project name: Nor th rth Fork Recycling (NF Sanitation); SCTM# 1000-83-3-4.7 Location: 8475 Cox Ln., in Cutchogue Description: This Site Plan is for the proposed construction of a 1-story 960 sq. ft. l building for office use attached to a 1 '/z-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District. ..... ®.. Status ` New Application Attachments Staff Report . ®.... .. Completeness .. .,Action — om a _,. _. .. ..... Project Name Hazard, David & Barbara SCTM# 100971103-2-1 Location 1465 Harbor Lane, Cutchogue ®. Description: This proposal is for a Standard Subdivision of a 5.14 acre parcel into two lots where Lot 1 = 2.47 acres inclusive of 0.03 acres of wetlands and Lot 2 = 2.67 acres inclusive of 0.08 acres of wetlands located in the R-80 Zoning District. . .. Status: Sketch Plan Approval Action. Completeness of Preliminary Plat Application . Attachments: J,Staff Report Discussion: Draft Planning Board Monthly Report for April Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date May 8, 2017 Prepared By: Brian Cummings I. Application Information Project Title: North Fork Recycling Applicant: Scott Schelin Date of Submission: March 30, 2017 Tax Map Number: 83.-3-4.7 Project Location: 8475 Cox Lane Hamlet: Cutchogue Zoning District: Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 5 acres (217,800sf) Building Size 6,960 square feet This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 Y2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. III: Analysis 1. Proposed: a. Existing temporary storage trailers / buildings to be removed (items 1 — 12); b. Existing office trailer to be removed. Power and communications line service to be disconnected and partially abandoned; . Existing power/comm service to be reworked/rerouted to provide a new electrical panel to provide for the proposed building; c. Existing sanitary system to remain:. i. The site plan references SCDHS approval C10-97-0008 from 4/15/98 for a 300gpd system currently installed with 1 — 1,000gal septic tank and 1 — 8' x '12 deep leaching pool; ii. Notation: "The existing minimum sanitary system meets SCDHS requirements (size and configuration) for processing the proposed sanitary flow (297.6pgd)"; 1 2. With reference to the Planning Board letter dated April 26, 2017 regarding finding the application incomplete: a) Provide the remainder of the fee for a new site plan application: o Flat fee of $500 (already submitted) o An additional $500 for each acre (or fraction thereof) in excess of the first acre, (5 acres —the first acre = 4 acres x 500 = $2,000) o Plus $0.10 for each gross square foot of proposed construction, (6,960 sq. ft. x $0.10 = $696) Submitted: $3,196, which is $500 more than required ($2,696); b) Provide the locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street; Submitted: yes, noted on site plan; c) Provide the location and use of all buildings and structures, including curb cuts, within 200 feet of the boundary of the subject property; Submitted: yes, provided on site plan; d) Provide a floor plan detailing the proposed uses with a narrative to describe the intended on-site operation; Submitted: yes, a narrative has been provided to support the floor plans on file • Replace existing office trailer and storage trailers and construct a new storage/maintenance facility for equipment and trucks; • 24' x 40' open floor plan office with ADA bathroom; • 60' x 80' maintenance garage; • 60' x 20' covered/open sided area for vehicle parking for roll-off dumpster delivery trucks and garbage trucks; e) Provide a Long Environmental Assessment Form (LEAF); Submitted: yes; f) Specify the proposed landscaped area(s) as shading on the Site Plan to meet the minimum required in the LI zone (min 25%); 2 Submitted: yes, g) Provide sign renderings and dimensions for all proposed exterior signage pursuant to §280-80 of the Town Code and/or photographs of existing signage proposed to remain; Submitted: yes, a photograph of the existing main sign proposed to remain; h) Provide a Photometric Plan for any proposed exterior light fixtures and cut sheet specifications for all proposed exterior light fixtures. Please provide photographs of any existing light fixture proposed to remain. Submitted: yes, nine (9) fixtures @ 3000K and :52.Ofc 3. SEQR: pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, it's recommended that the proposed action be classified as an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; V: Staff Recommendations 1. Recommend the Town Board authorize the return/refund of the excess $500 submitted for the application fee by Town Board resolution; 2. It is recommended that the application be found complete for review along with the following: a. Set the public hearing at today's May 8t" public meeting for June 5, 2017; b. Classify the action as Unlisted under SEQR as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; c. Begin coordinated review process by sending referrals to at least: i. Cutchogue FD ii, Town Engineer iii. Fire Marshall / Code Enforcement iv, Town Board v. Building Department vi. LWRP vii. SCWA viii. SCDHS ix. SCPC 3 Submission Without a Cover Letter � Euthoold 017wnard Sender: Subject: N V Y r l k.. fUiCHCJk 1 1 6\1 F san l C1y� SCTM#: 1000 - Date: �—:)I 1 I F7 Comments: ea S-e+ t\f oxy c+- VV l Hwz 0� 1 o b 6 -� -6 t l �,� MAILING ADDRESS: PLANNING BOARD MEMBERS ,F' `!R`�Q� Sayl P.O. Box 1179 1 �DONALD J.WILCENSKI Southold, NY 11971 �1'��, �� . Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY �` fit'{ 54375 State Route 25 JAMES H.RICH III � (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR .� ' ��� gat[t' Southold,NY pry, � � ..x. Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 26, 2017 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Proposed Site Plan for North Fork Recycling (NF Sanitation) 8475 Cox Lane, ±600' s/e corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-3-4.7 Dear Mr. Kelly: I am writing as a follow-up to the Work Session held on April 24, 2017 where the Planning Board found the above-referenced Site Man Application incomplete for review. Before the Board can commence its full review, it is necessary to provide the following directly to this department: Provide the remainder of the fee for a new site plan application: o Flat fee of$500 (already submitted) o An additional $500 for each acre (or fraction thereof) in excess of the first acre, (5 acres —the first acre = 4 acres x 500 = $2,000) o Plus $0.10 for each gross square foot of proposed construction, (6,960 sq. ft. x $0.10 = $696) Provide the locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street; rovide the location and use of all buildings and structures, including curb cuts, within 200 feet of the boundary of the subject property; North Fork Recycling Page Two April 26, 2017 4. Provide a floor plan detailing the proposed uses with a narrative to describe the intended on-site operation; XF Provide a Long Environmental Assessment Form (LEAF); .Specify the proposed landscaped area(s) as shading on the Site Plan to meet the minimum required in the Ll zone (min 25%); Xprovide sign renderings and dimensions for all proposed exterior signage pursuant to §280-80 of the Town Code and/or photographs of existing signage proposed to remain; /Provide a Photometric Plan for any proposed exterior light fixtures and cut sheet specifications for all proposed exterior light fixtures. Please provide photographs of any existing light fixture proposed to remain. Once the above information is received, the Planning Board, its Staff, Town departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Very truly yours, f Brian Cummings Planner MORTON BUILDINGS, INC. www.mortonbuildings.com Cox Lane Industrial Park•22355 County Rd. 48, Unit 4 Office: 631/734-4060 Cutchogue, New York 1 1 935-1 1 59 Fax: 631/734-4061 TO: 5-1-17 Brian A. Cummings, Planner Southold Town Planning Department 53095 Route 25 P.O. Box 1179 Southold, NY 11971 FR: William Kelly Owners Authorized Agent RE: NORTH FORK RECYCLING 8475 Cox Lane, Cutchogue, NY Brian, Per your Comments via letter dated 4-26-17, item#4 Proposed new construction to replace existing office trailer and storage trailers and construct new storage/maintenance facility for equipment and trucks. 24'X 40'Open floor plan office with ADA bathroom 60'X 80' Maintenance Garage 60'X 20' Covered open sided vehicle parking for roll-off dumpster delivery trucks and garbage trucks. Respectfully William Kelly Excellence—Since 1903 North Fork Sanitation Inc. � � aM1't 24, 2 017 P.O. Box 982 M 5 Cutchogue, NY 11935 Town of Southold (631) 734-7221 - Fax(631) 734-2016 Attention: Planning Department P.O. Box 1179 Southold, NY 11971 To whom it may concern: North Fork Sanitation is a local sanitation company which was founded in 1963 by my parents Joanne and Roy Schelin. In 1986 my company purchased 5.0 acres of industrial property on Cox Lane in Cutchogue. In 1996 we moved our office to an office trailer on this property. At this time, we would like to remove the existing office trailer and replace it with a new office that would provide a cleaner environment and more office space for our office staff on this property. In addition, we would like to create a heated building to work on our vehicles, service our equipment, store our parts, and park our trucks. Once this is completed we will remove the existing trailers and airplane pods that we are currently using for storage. This building will be very beneficial for us during the cold winter months as we currently have to service our equipment and park our vehicles outside. By creating these two buildings we will not generate any additional traffic on Cox Lane and will provide a safer work atmosphere for our employees. Sincerely, Scott Schelin .t • . t a7' fII .y fit "� f ' ; f � � `��,/}f�.♦ �A`>,x'r � ��•'� ><. �r�� �y a r4 � •�T ..� Vto s nIwo 5 C 9 �� �� '.• D - ML �..�. l �, MAILING ADDRESS: PLANNING BOARD MEMBERS r� �' P.O. Box 1179 DONALD J.WILCENSKI � Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS �<<%r Town Hall Annex PIERCE RAFFERTY « 54375 State Route 25 JAMES H.RICH III w „ (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR � � �j ' �',� Southold, NY Telephone: 631 765-1935 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 26, 2017 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Proposed Site Plan for North Fork Recycling (NF Sanitation) 8475 Cox Lane, ±500' s/e corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-3-4.7 Dear Mr. Kelly: I am writing as a follow-up to the Work Session held on April 24, 2017 where the Planning Board found the above-referenced Site Plan Application incomplete for review, Before the Board can commence its full review, it is necessary to provide the following directly to this department: 1. Provide the remainder of the fee for a new site plan application: o Flat fee of$500 (already submitted) o An additional $500 for each acre (or fraction thereof) in excess of the first acre, (5 acres —the first acre = 4 acres x 500 = $2,000) o Plus $0.10 for each gross square foot of proposed construction, (6,960 sq. ft. x $0.10 = $696) 2. Provide the locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street; 3. Provide the location and use of all buildings and structures, including curb cuts, within 200 feet of the boundary of the subject property; North Fork Recycling Page Two Aril 26, 2017 4. Provide a floor plan detailing the proposed uses with a narrative to describe the intended on-site operation; 5. Provide a Long Environmental Assessment Form (LEAF); 6. Specify the proposed landscaped area(s) as shading on the Site Plan to meet the minimum required in the LI zone (min 25%); 7. Provide sign renderings and dimensions for all proposed exterior signage pursuant to §280-80 of the Town Code and/or photographs of existing signage proposed to remain; 8. Provide a Photometric Plan for any proposed exterior light fixtures and cut sheet specifications for all proposed exterior light fixtures. Please provide photographs of any existing light fixture proposed to remain. Once the above information is received, the Planning Board, its Staff, Town departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Very truly yours, Brian Cummings Planner WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, April 24, 2017 4:00 p.m. Southold Town Meeting Hall 3:00 p.m. Executive Session (Legal Advice) 4:00 p.m. Applications Project Name: The Heritage at Cutchogue 2015 w_SCTM#: j 1000-102 1-33 3 Location: 75 Schoolhouse Road, on the n/w corner of Griffing Street and School House Lane, approximately, 1,079 feet n/o the Main Road, in Cutchogue. Description: This proposed Residential Site Plan is for development of 124 detached ` and attached dwellings, with a 6,188 sq. ft. community center, an outdoor( I swimming pool, one tennis court, and other associated site improvements, on a vacant 46.17-acre parcel in the Hamlet Density (HD) Zoning District. Status: "{ Pending (Conditional Site Plan Approval) Action: ... Attachments: Staff Report k Project name: North Fork Recycling _(NF Sanitation SCTM#:1 1000-83-3-4.7 w ..... . Location: 8475 Cox Ln., in Cutchogue Description: This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 1/2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. Status: New Application ' Action: Completeness r Attachments: Staff Report Project Name: Sannino Winery & Tasting Room ( SCTM#: C 1000-101-1-14.4 Location: 7495 Alvahs Lane, ±490' s/w/o Alvahs Lane and CR 48, Cutchogue f Description: This Site Plan is for the proposed construction of a 2-story building with a 2,852 sq. ft. first floor for wine production, wine retail area, and a wine education room), a 438 sq. ft. second floor for an office, and a 3,600 sq. j ft. basement with thirty nine (39) parking stalls on two adjacent parcels (to be merged pursuant to ZBA File 6882) totaling 8.94 acres in the A-C Zoning District, Cutchogue. Status; Pending a Action: Review Public Hearing Comments and Next Steps Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date April 24, 2017 Prepared By: Brian Cummings I. Application Information Project Title: North Fork Recycling Applicant: Scott Schelin Date of Submission: March 30, 2017 Tax Map Number: 83.-3-4.7 Project Location: 8475 Cox Lane Hamlet: Cutchogue Zoning District: Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 5 acres (217,800sf) Building Size 6,960 square feet This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 '/z-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District, Cutchogue. III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis 1. Proposed: a. Existing temporary storage trailers / buildings to be removed (items 1 — 12); b. Existing office trailer to be removed. Power and communications line service to be disconnected and partially abandoned; i, Existing power/comm service to be reworked/rerouted to provide a new electrical panel to provide for the proposed building; c. Existing sanitary system to remain: i. The site plan references SCDHS approval C10-97-0008 from 4/15/98 for a 300gpd system currently installed with 1 — 1,000gal septic tank and 1 — 8' x '12 deep leaching pool; 1 ii. Notation: "The existing minimum sanitary system meets SCDHS requirements (size and configuration) for processing the proposed sanitary flow (297.6pgd)"; 2. SEQR: To be discussed. Once some more information is provided we will be able to classify the action; 3. Code requirements / Bulk Schedule (LI): a. Lot Coverage: i. Maximum: 30% ii, Existing: 2.15% iii. Proposed: 3.2% b. Landscaped Area: i.. Minimum: 25% ii. Existing: N/A% iii. Proposed: 25% per site plan application form* *Shading on the site plan should be provided to detail the proposed landscape areas in order to meet the Bulk Schedule minimum for the LI zone; c. Parking: Office Area; 1 per 100sf; 960 / 100 = 9.6 or 10 Warehouse/Storage; 1 per 1000sf; 6,OOOsf/ 1000 = 6 TOTALS Required = 16; Provided = 16 proposed including 1 ADA and two loading berths d. Sanitary: connect to existing system approved C10-97-000& Staff: SCDHS approval may be required to confirm the capacity of the existing system to handle the proposed building uses; e. Connect to public water (SCWA water main on Cox Lane) and abandon existing on-site well.; 2 f. Landscaping: thirteen (13) Dark Arborvitae at 6' high and 5'-6' on center; g. Exterior lighting: no exterior lighting information has been provided; h. Exterior Signage: no signage information has been provided V: Staff Recommendations 1. It is recommended that the application be found incomplete with the following information to be submitted immediately: a. Provide the remainder of the fee for a new site plan application: - Flat fee of$500 (already submitted) - An additional $500 for each acre (or fraction thereof) in excess of the first acre, (5 acres — the first acre = 4 acres x 500 = $2000) - Plus $0.10 for each gross square foot of proposed construction; (6,960 sq. ft. x $0.10 = $696) b. Provide the locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street; c. Provide the location and use of all buildings and structures, including curb cuts, within 200 feet of the boundary of the subject property; d. Provide a floor plan detailing the proposed uses; e. Provide a narrative to describe the intended on-site operation; f. Provide a Long Environmental Assessment Form (LEAF); g. Specify the proposed landscaped area(s) as shading on the site plan to meet the minimum required in the LI zone (min 25%); h. Provide wall sign renderings and dimensions for all proposed exterior signage pursuant to §280-80 of the Town Code; i. Provide photographs of exterior light fixtures to remain and/or cut sheet specifications for all proposed exterior light fixtures. i. A photometric plan may be necessary for multiple fixtures on the building or if there are any parking lot lights or lights on poles existing or proposed. 3 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: North Fork Recycling Completed by: Brian Cummings Date: April 24, 2017 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. (2) The site plan review fee, as specified in Subsection B $500 submitted; below. Editor's Note: See now § 280-138, Fee schedule for X additional fees site plan applications. required (3) A completed environmental assessment form. X Provide LEAF (4) Nine copies of the site plan. �l (5) Four copies of a property survey, certified by a licensed land surveyor. B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. (b) The name and address of the landowner on record: [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 X feet of the subject property, indicate the distance to the nearest intersection with a public street. (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest X tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. 1 Checklist for Site Plan Application Completeness Southold Planning Department (i) A complete outline of other existing easements, deed 4 restrictions or covenants applying to the property.. (j) Existing zoning, including zone lines and dimensions. 4 (k) Site plans drawn at the scale of one inch equals 20 feet,. If all required information cannot be shown clearly on one plan, the information should be separated as 4 follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, N/A escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the X subject property. 2 Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property �l lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian circulation. (c) The location, direction, power level and time of use for Not specified any proposed outdoor lighting or public address X systems. (d) The location and plans for any outdoor signs must be in Not specified accordance with applicable sign regulations. X (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity �l and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans Provide a more showing the proposed use of floor area. X detailed floor plan Notes: N/A = Not Applicable Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness Submission "hout� a Cover Letter E r �{ (r, 0 ; Sender: Subject: k e C c l CA.(r SCIO l4a-7�Ob SCTM#: 1000 - Date: 3130 [1 -7 Comments: (Sik Plan AiDpkcaJ�crn Mo�-�to,4y $ 6-6o c �� SOUTH OLD PLANNING , O NING BOARD Baaid SITE PLAN APPLICATION FORM Site Plan Name and Location � � Site Plan Name: F AZ , Application Date: / 1-7/ 17 Suffolk County Tax Map #1000- 73 - 3 -1.7 Other SCTM#s Street Address: 60 Hamlet: ... .......... .. .. .. Distance to nearest intersection: Type of Site Plan: New Amended Residential Zoning District Owners/Agent Contact Information ease list name,mmnit.i n midr e,5s, 7qL±) n number for the j eo r beIq v: ..�_..� Property Owner S e-Qv— :5e-14 gz Street 1;�,2o JA5M N�, LAA(�i city SQ�d�b State i 1 Home Telephone — Other Applicant 41�� Street it"rw�... State Grp Home T1 ll Other ...._ - v.._,.... - Applicant's Agent_... � ,.... _�._....�, ........ ._...a. .... _�..em... .... —.. .�� .�, _.._... or Representative: Contact Person(s)* W I LLIA-AIL).. ... �L . .. .._...... ....__.—_ m.._...__....._ Street 4��1 ltv.__ � Q. -? ...� .. ...,.. . State /�.._ _.. ., Office Telephone 2J 0 _ _6 3� o7 �/ �-1'/ ��r��l���c� �.� Other � Unless otherwise requested, a;�.���; JC _ 4s q 1 will be sent �.wi�:l:,to the contact 1) r oii noted here. Site P1anApplication Form /78i2010 Site Data Proposed construction type: New ; I d°ilncation of Existing Structure ,tltural� .. .. mm .aa lu-m ge of use Property total acreage or square footage: ac./sq. ft. . Site Plan build-out acreage or square footage: .tl� °rs f1:. Is there an existing or proposed Sale of l:�evel<.�prr7�,A�P lt.i�ul�t:ay on the prop�,rty... .. ...,, ...-----,. . If yes, explain:— Does the parcel(s) meet the Lot Recognition standard in 'Town Code §2 0-9 Lot Recognition? Y N If"yes", explain (and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: Is an application to the Sowhold Town Zoning, Board of Appeals required? Yes No If yes, have you submitted an application to the. ;BA'�:" Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses Il "' ;dmW List all proposed property use �pn —. Other accessory uses: w � a Existinglot .... coverage: g ` ,'` 0/o Proposed lot coverage: 3. % Gross floor area of existing st cture(s): sq. ft. Gross floor area of proposed structure(s): . �' C tar kin S pane Data ii of e.�isting spaces �of proposed spaces �� I oa a Bertl g l ��ngrth 'yes ` ". Landscaping Details: Existing landsc�ap coverage,- e " r f� Proposed landscape coverage, " `i _.. �._m. g__ .. .... .,.... ... ...... Wetlands: Is this property within 500' of a wetland area? Yes No 'i\,aybe I, the undersigned, certify that all the above information is true. Signature ofPreparer: Date ...� 2 To: Southold Town Planning Dept. Fr:North Fork Recycling, Inc P. O. Box 982 Cutchogue,NY. 11935 Re: Authorization Letter for SCTM#1000-83-3-4.7 I Scott Schelin,Vice President of North Fork Recycling, Inc, owner of property SCTM #1000-83-3-4.7, located at 8475 Cox Ln. Cutchogue, in the Town of Southold, hereby Authorize William Kelly to act as agent handling all necessary work involved with the Southold Town Planning Dept., in order to acquire permission to construct an office with heated shop at the referenced property r Signature of owner " ........ Sworn before me this T aday o m m in the year �� 7 Notary CHRISTIE HALLOCK Notsfy fia State of New York Nw 4931950 Suffbik Coun Eph t APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK S[ —[`T SLA G—L.TJ _ being duly sworn, deposes and says that he resides at / • 'gip "� ...: � 0 C A� � in the State of New York, and that he is the owner of property located at XL,-C 1000— 3— 3-14.1 , or that he is the l P"y of the A = I144 (..... �" Title (Specifywhether Partnership r C._Corp.) ) p o r . and said Corporation is the owner of the above property, which is hereby making a Site Plan application;that there are not existing structures or improvements on the land which are not shown on the Site Plan;that the title to the entire parcel, including all rights-of-way, has been clearly established and is shown on said Plan;that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same;that the plans submitted, as approved,will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed. ���daer S d;,gn ,l (Partner or Corporate Officer and Title) Sworn to me this dav of 1 a/ 7 CHRIME HALLOM' Na.4831950 Suffolk Coun Na. Public'ssion p State t Notary Public 1...,ORA/1 NO. 3 NOTICE OF DISAPPROVAL DATE March 3, 20 17 TO North Fork Recycling.1ne. 8475 Cox Lane Cutchogue, NBC 11935 Please take notice diat your application.dated.Ja rivary 30, 2017 For 1pen nit to constnict I aIew 0 dice„and lig ted sligg at Location profproperty. 8475 Cox Lane. Cutc.ho�-),Ue County']I ax Map No. 1000 Sect orb .8 3. BloeU Lot 4.7 Is returned.herewith and disappi:-oved on flit fibl loa,,ing grounds: Tlic proposed use re�tiiires siteplan a)lLro a ng-Board. L _Ifal froni [lie Scg,itlio�d J`owii Plaiii i Yo ]2�ru-vply-!�LthiL4g --- Y-d -Aff ed Si Rl)r1lz CC- file, Planning Note to Appficant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Departm.ent. r FORM NO. 3 NOTICE OF DISAPPROVAL ,,, DATE: March 3 �." '77- µ �dr��riO Boail TO: North Fork Recycling Inc. 8475 Cox Lane Cutchogue, NY 11935 Please take notice that your application dated January 30, 2017 For permit to construct a new office and heated shot at Location of property 8475 Cox,Lane.Cutchogue County Tax Map No. 1000 - Section 83 Block 3 Lot 4.7 Is returned herewith and disapproved on the following grounds: The proposed�use requires site plan a 1?roval from the Southold TownPlanning Board. You may apply to this agency directly. Anthcariei Sign tore CC: file, Planning, Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. M„ FOR INTERNAL USE Ue. —Y L �. 1SS SITE PLAN USE ETE I �� �TI . FIE FIEB 1. 4 2011 u initial nation ��s?��n&r�Kd Bvard D�� �rtl �30 :� Date Date---, -------- Project-Name. _. ddressm - ` Project A ® ...�.- _ _ Zoning District: Suffolk County Tax Map w Request _ R lxcatlon and sup documentation-as to - orting - . (Note: Copy`of IuildirIg ire "nit App W proposed Use or uses should be s�'Irr�itted.) Inial Determination as to whether use 's per pitted: ti r . Ian is required: _. Initial-Deterrrination as to whether site p Y Signature of Building Inspector Planning Dep artnent (P.D.) R Terra: l 17 - p Received .Q.Date := l�{ ! -Date of Co�;nn�ent f Comments, Signature of i�tann�ng D lafC Reviewer l l el De ermi at,lon Decision:, , 1 c:..na�ad ina vzaj�c:tnr FOR INTERNAL- USE �� �� _. �. SITE PLAN USE DETERMINATION , a Initial De errin 1gyp .: Date Sent: Date' l project' -Name: Name:. � Project Address: - � � c(: . D'stri Suffolk County Tax Map No.:1� G Zoning Request (Note: Copy of Building Perri ppiicalicn and supporting documc7njatiorw ais to proposed use or us s sl�ouid be suhrr�ilted.) WOW Determination as to whether use is permitted: l nitial-Determination as to whether site plan is require' _ M` y rM Signature of BUi{ding inspector Department (P.D.) Referral.Planning Depa - - � 1 I l= P.D.Date Received:= I 1 l 1 Date of Comment: Co rnnts: � S m lain 1ng Signature ofi De � a Reviewer Fin-at De 6irmina on Date: 1= ,.-,nat��rP of R►�.. .�.��.. .�...�.. C lildina InSnP.0 for TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENTDo you have or need the following,before applying? 'I'O 'l 11.A II.Jl, Board of Health SPlrll"1 IIIf-1.01,11)� l°r Y 1.1.9711. 4 sets of Building Plans _ "1"E . 16311 " trol''5-11102Planning Board approval- FAX: (011) 00:�11502 Survey_ llw�`r tlnt V1111"1°rrwiuin al' tr�mlah:0°t�o llllr..u�o ...tip 1 1�III] IIIC"if' :fl Check _ Septic Form N.Y.S.D.E.C. Trustees C.O.Application _IT„m Flood Permit Examined _'20 Single& Separnaae Storm-Water Assessment Form Contact: pp Mail to: A roved 20a......� ,, .._.� Disapproved a/c Phon,b:: , Expiration_._,20__D '[EC[EUVE D ' Buildin Ins ector JAN 3 0 2017 APPLICATION FOR BUILD ER MIT Date ... . 20 BUILDING DEPT. INSTRUCTIONS `` `1."- TOWN OF SOUMOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has,not,been completed.within 18 months.frobx-such date.If n®zoning amendments or other regulations affecting the property, have been enacted in the interim, the Building Inspector may authorize, in . riti . g the pxtension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICA`I'ION 1S HERE,B"'f MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sign re appli or n ie,if a corporation) NI��iVin address c�fa ...._ .. State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises . -.. - As on thr✓tax .....�( roll c r latest deed} If applicant is a corporation, signature of did ed officer ...... (Name e of corporate officer) Builders License No. Plumbers License No. Electricians License No. .... Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 5 Block. r Lot Subdivision_ Filed Map No. Lot 2. State existing use and occupancy of premises,and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee To be aid on filing this application) ( p g pP 5. If dwelling, number of dwelling unit Number of dwelling units on each floor If garage, number of cars 6. if business, con-unercial or mixed occupancy, specify nature and extent of each type of use. "XAl ' 4.0,y l 7. Dimensions of existing s� �reNuer of�t " . � , �u �.pt g • y- Rear Height D 17" - - .. Dimensi of s e structure wi Iterations or ad ns: Front e w. Depth eight Number of'., :ones r 8_. Dimensions ofc :t:i.me new construction: o of Storiesy , Reaa Depth 'Height Number x ... 9. Size of lot: Front_. 30 Rear 10. Date of Purchase °" acne of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO i 13. Will lot be re-graded? YES NO_)CWill excess fill be removed from premises?YES NOV 14. Names of Owner of premises , Address i u hone No. - - Name of Architect Address Phone No Name of.Contractor Address hone N( "-19 15 a. Is this property within f 00 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY E RE UIRED. * b. Is this' property REQUIRED. * �.�"ES NO IF YES, D.E.C. PER-MfTS'MAY BE, 16. Provide survey, to scale, with accurate fdtindation plan and distances to property lines. j 17. If elevation at 1ny point,o pope , .A-at J;Q et or below,must provide topographical data on survey. '18. Are there any 6bvend t and;zesWcti fi)Xith respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: . COUNTY OF_15pfiE } being duly sworn,deposes:and says that(s)he is the applicant (Name of individual signing contract)above named, ( )He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn before me tbig day of 20 o .. N6tary public a Notary Public,Mate of o S' na Me 'Applicant o.Oi fait 850 c)uagfied in Suffolk County -. ram', FkrTown of Southold Annex 3/21/2012 " P.O.Box 1179 54375 Main Road Southold,New York 11971 * o" �`� CERTIFICATE OF OCCUPANCY No: 35483 Date: 3/21/2012 THIS CERTIFIES that the building COMMERCIAL Location of Property: 8475 Cox Ln,Cutchogue, SCTM#: 473889 Sec/BioddLot: 83.-3-4.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/26/2012 pursuant to which Building Permit No. 36950 dated 1/26/2012 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: containment shed,walls and fence for a transfer station as applied for. The certificate is issued to North Fork Recycling Inc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-97-008 11/22/10 ELECTRICAL CERTIFICATE NO. 36950 8/30/10 PLUMBERS CERTIFICATION DATED utlo i, atur Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I All applicants for permits* including Town of Southold agencies, shall complete this CC AF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is Intended to supplement other information used by a To of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the To of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneftial and adverse effects uMi the coastal area()MLiicLimcludes all of Southold T)n: 3, If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both,spa pporlingand non- supporting facts. If an action cannot be certified as consistent with the LV%TRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the To of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the To Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTNM Yl PROJECT NAMIE NMI—# 1-0"ex_ The Application has been submitted to(check appropriate response)- Town Board El Planning Board L�111 Building Dept. D Board of Trustees 1 Category of To of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) (b) Financial assistance(e.g- grant, loan, subsidy) (c) Permit, approval, license, certification: D�l Nature and extent of action: Cy 1 l Location of action: u fC Size acreage: Present land use: 1 l Present zoning classification ® / 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: AM(a 1 Name of applicant:_.....___ (b) Mailing address: ( ) Telephone number: Area Code (d) Application number,if any:..,,_ Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No;K If yes,which state or federal agency?_., C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section M—Policies; Page 2 for evaluation criteria. Yes No Not Applicable Attach additional she ets if necessary ,_�..... Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria lY Yes � o �Not Applicable Attach additional sheets if necessary ._ ...__.. Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section 1111—Policies Pages 6 through 7 for evaluation criteria Yes [] No Not Applicable ._.._ ..... ....- - _...._ ............. Attach additional sheets if necessary NATURALCOAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from ooi and erosion. See LWPP Section HI—Policies Pages 8 through 16 for evaluation criteria Yes ... o Not Applicable .. ..._...... —_ ......... Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See Section — �oli�cies ages 1 through.. 21 for evaluation criteria E] Yes D o I......" o Applicable �.,... .. mm. ..... Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section HI— Policies; Pages 22 through 32 for evaluation criteria. 1-1 Yes F—] No of Applicable Attach additional shee ts if necessary Policy 7. Protect and improve air quality in the Town of Southold. See L Section III — Policies Pages 32 through 34 for7 valuation criteria. Yes No LZi Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes r See L,WRP-Section- —Policies;Pages-3 -through- -for-evaluation-criteria. El Yes F-1 No 121"Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use o , coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. 11 Yes o Not Applicable Attach additional s'h-'e ets._if—necessary— ........ necessary— . ...m- ..m_ ....- _...... WORKING COAST POLICIES Policy 10. Protect Sotol `s Water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section M—Policies; Pages 47 through 56 for evaluation criteria. Yes ❑ No Lv rNot Applicable Attach additional sheets if necessary Policy 1 . Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Yes 1:1 No Not Applicable Attach additional sheets if necessary Policy 1 . Protect agricultural lands in the Town of Southold. See LWRP Section M—Policies; Pages 62 through 65 for evaluation criteria. Yes ❑ No Not Applicable ........... Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes 0 No Not Applicable PREPARED _ TITLE DATE AL Amended on 811105 0 ECEE E Full Environmental Assessment Form Part I -Project and Setting MAY 01 2017 Instructions for Completing Part 1 Southold Town Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes%complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the information contained in Part lis accurate and complete. A.Project and Sponsor Information. Name of Action or Project: Nkf--TLA olu— - Project Location(describe,and attach a general location map): c;j=T1A f3lileC5 Cc) LA41L Cs t -1 4L 0 q L 1�35 Brief Description of Proposed Action(include purpose or need): Ct 4CD 5. F CdF-FTZ-,k- A-r TA/.A-F—p -M.) 146-TALL._ g -"PUS- VJA-k.?. f-::,U P PL-" Name of Applicant/Sponsor: Telephone: E-]Nail: ddress: _i . Li State: Zip Code: City/PO:/_ WA Project Contact(if not same as sponsor,giv name and title/role): Telephone: E-Mail: Address: City1P State: Zip Cod . Property Owner (if not same as sponsor): �I� Telephone: 4- , 7 i E-Mail: Ad ress: 65 •conq 4e ALA Zip ip Co : City/PO: r , ,T&a4t�l� C0 Page 1 of 13 B.Government Approvals B.Government Approvals Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief,and any other forms of financial assistance.) Government Entity If Yes:Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Council,Town Board, 0YesJJNo or Village Board of Trustees b.City,Town or Village Yes❑No —4Z> �-�7 1DV-AJ Planning Board or Commission -ZQ1 c.City Council,Town or ❑Yes Wo Village Zoning Board of Appeals d.Other local agencies ❑Yes❑No W5'n` e.County agencies ❑Yes❑No 6t FfCx-V- CtAmJ " GCE-P'1 f.Regional agencies ❑Yes 14No g.State agencies ❑Yes QCNo h.Federal agencies ❑Yes No i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑Yes I(No If Yes, U. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ❑Yes O(No iii. Is the project site within a Coastal Erosion Hazard Area? ❑Yes M&o C.Planning and Zoning C.I.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the Ycs❑No only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. a.Do any municipally-adopted (city,town,village or county)comprehensive kind use plan(s)include the site ❑Yes b&o where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ❑Yes❑No would be located? b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway ❑Yes fXNo Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑Yes No or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. Yes❑No If Yes,what is a zoning classification(s)including any applicable overlay district? b. Is the use permitted or allowed by a special or conditional use permit? Yes❑No c.Is a zoning change requested as part of the proposed action? ❑Yes No If Yes, i.What is the proposed new zoning for the site? CA.Existing community services. a.In what school district is the project site located? - b.What police or other public protection forces serve the project site? 5©LYT ud= c.Which fire protection and emergency medical services serve the project site? C.1STC 1C>C41.]� d.What parks serve the project site? D.Project Details D.1.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational; if mixed,include all components)?TAA b.a.Total acreage of the site of the proposed action? j.a acres b.Total acreage to be physically disturbed? 4!qCIO S. c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? S,4 acres C.Is the proposed action an expansion of an existing project or use? Yes❑No i. If Yes,what is the ap�roxim to percentage of the proposed expansion and identify the units(e.g,acres,miles,housing units, square feet)? °/4 !R{.`$` �3 i Units: 7..Z$� S.F��PA�I K d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes WO If Yes, i.Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) H.Is a cluster/conservation layout proposed? ❑Yes o iii.Number of lots proposed? iv.Minimum and maximum proposed lot sizes? Minimum Maximum e.Will proposed action be constructed in multiple phases? ❑Yes o i. If No,anticipated period of construction: 6 months ii. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase 1 (including demolition) month year • Anticipated completion date of final phase month _wear • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: Page 3 of 13 f.Does the project include new residential uses? ❑Yes to If Yes,show numbers of units proposed. One Family Two Family Three Family Multiple Family(four gr more Initial Phase At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? Yes❑No If Yes, i.Total number of structures 14 & ,tN ` H.Dimensions(in feet)of largest proposed structure: height; 43Z , _width; and l PW length M.Approximate extent of building space to be heated or cooled: 4 g square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any o Yes KNo liquids,such as creation of a water supply,reservoir..pond,lake,waste lagoon or other storage? If Yes, i.Purpose of the impoundment: — ii.If a water impoundment,the principal source of the water: ___9U_CV0V6ff water ❑Surface water streams ❑Other specify: iii. If other than water,identify the type of impounded/ ned liquids and their source. iv.Approximate size of the propo poundment. Volume: million gallons;surface area: acres v.Dimensions of the dam or impounding structure: height; length vi. CO odlmaterials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or bolls? Yes❑No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? 1 V" -ii-How much materiai(including.rock,earth,sediments,etC.)-is_propos% to ho remv;d-from the site? • Volume(specify tons or cubic yards): hit_ • Over what duration of time? iii.Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. F -L` -- iv.Will there be onsite dewatering or processing of excavated materials? ❑Yes 11<No If yes,describe. v. What is the total area to be dredged or excavated? 7 UCO vi.What is the maximum area to be worked at any one time? 7� g.1Z. vii.What would be the maximum depth of excavation or dredging?_�Z' feet viii.Will the excavation require blasting? ❑Yes�No ix. Summarize site reclamation goals and plan: I' E FJ1Llv6L - b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment ❑Yes-�,,,Ne into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i.Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): - Page 4 of 13 H.Describe how the proposed action would affect that waterbody or wetland,e.g,excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent ivities,alterations and additions in square feet or acres: M.Will proposed action cause or. It in disturbance to bottom sediments? o Yes❑No If Yes,describe: - iv. Will proposed acti cause or result in the destruction or rem of aquatic vegetation? Yes❑No If Yes: • ac• of aquatic vegetation proposed to be oved: • expected acreage of aquatic vegetal' enzaining after project completion: • purpose of proposed remova beach clearing,invasive species control at access): • proposed meth plant removal: • if chemicOM&rbicide treatment will be used,specify pro (s): v.Describe proposed reclamation/mitigation followin sturbance: _ c.Will the proposed action use,or create a new demand for water? ❑Yes No If Yes: i. Total anticipated water usage/demand per day: gallons/day H. Will the proposed action obtain water from an existing public water supply? Yes❑No If Yes: _ • Name of district or service area: V - - taA Lit�l Y �—; "-OZ!-t — • Does the existing public water supply have capacity to serve the proposal? 5 Yes❑No • Is the project site in the existing district? IYYes❑No • Is expansion of the district needed? ❑Yes[KNo • Do existing lines serve the project site? ❑Yes 10 No iii.Will line extension within an existing district be necessary to supply the project? ❑Yes O(No If Yes: • Describe extensions or capacity expansions proposed to serve this project: • Source(s)of supply for the district: iv.Is a new water supply district or service area proposed to be formed to serve the project site? ❑Yes No If,Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • Proposed source(s)of supply for new district: - v. If a public water supply will not be used,describe plans to provide water supply for the project: vi.If water supply will be from wells(public or private),maximum pumping capacity: gallons/minute. d.Will the proposed action generate liquid wastes? XYes❑No If Yes: i. Total anticipated liquid waste generation per day: gallons/day H.Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each): ; AAiggA &2-LE- JA- - iii. Will the proposed action use any existing public wastewater treatment facilities? ❑Yes VNo If Yes: • Name of wastewater treatment plant to be used: • Name of district: • Does the existing wastewater treatment plant have capacity to serve the project? ❑Yes❑No ■ Is the project site in the existing district? ❑Yes❑No ■ Is expansion of the district needed? ❑Yes❑No Page 5 of 13 • Do existing sewer lines serve the project site? ❑Yes WNo • Will line extension within an existing district be necessary to serve the project? ❑Yes qNo If Yes: • Describe extensions or capacity expansions proposed to serve this project: iv.Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑Yes 6KNo If Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated. • What is the receiving water for the wastewater discharge? v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge,or describe su surface disposal plans): vi.Describe any plans or designs to capture,recycle or reuse liquid waste: e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ❑Yes Vo sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e.sheet flow)during construction or post construction? If Yes: �"f i.How much impervious surface will 11 Iect create in relation to total size of pr arcel? Square feet or acres(impervious surface) Square feeleracres(parcel size) U.Describe types of point sources. iii.Where the stormwater runoff be dircgwd(i.e.on-site stormwater management facility/structures,a ' properties, dwater,on-site surfa a water r4f-site surface waters)? If to �t�jrface , ers identif g water bodies orwetlands:y receivin W ill stormwater runoff flow to adjacent pro�erties? ❑Yes 1ZNo A Does proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ❑Yes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑Yes ro combustion,waste incineration,or other processes or operations? If Yes,identify: L Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) ii. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes[INo or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes YNo ambient air quality standards for all or some parts of the year) ii.In addition to emissions as calculated in the application,the project will generate: a y'I'ons/yeah-(short tons)of Carbon Dioxide(CO2) ■ Tons/year(short tons)of Nitrous Oxide(NZO) • Tons/year(short tons)of Perfluorocarbons(PFCs) Tons/year(short tons)of Sulfur Hexafluoride(SF6) • Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(BFCs) ■ _ Tons/year(short tons)of Hazardous Air Pollutants(HAPs) Page 6 of 13 h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, ❑Yes) No landfills,composting facilities)? If Yes: i.Estimate methane generation in tons/year(metric): U.Describe any methane capture,control or e' ion measures included in r esign(e.g.,combust enerate heat or electricity,flaring): i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑Yes o quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yes No new demand for transportation facilities or services? If Yes: i.When is the peak traffic expected(Check all that app 0 Morning 0 Evening l7l eekend ❑Randomly between hours of to U.For commercial activities only,projected ber of semi-trailer truck trips/day: _ iii.Parking spaces: Existing Proposed ' itiet increase/decrease iv.Does the proposed action inclu y shared use parking? ❑Yes❑No V. If the proposed action inclu any modification of existing roads,crea' of new roads or change i;I e, isting access,describe: vi. Are publicf rvate transportation service(s)or he It vailable within''/s mile of proposed site? ❑Yes❑ vii Will th roposed action include access to public sportation or accommod ' ns for use of hybrid,electric �� ❑No or er alternative fueled vehicles? - viii. ill the proposed action include plans pedestrian or bicycle acco odations for connections to ex� S ❑Yes❑No pedestrian or bicycle routes? _ k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand ❑Yes No for energy? If Yes: i.Estimate annual electricity demand during o on of the proposed action: U.Anticipated sources/suppliers ectr'city for the project(e.g.,an-site c stion,on-site renewable,via grid/ t�lity,or other): iii.Will the pro ed action require a new,or an upgr o,an existing substation? ❑Yes❑No 1.Hours of operation. Answer all items which apply. i.During Construction: ii. During Operations: • Monday-Friday: T.W ALA RA 0 Monday-Friday: $".tab AM-- S'. • Saturday: 8'. !)%-50 FM • Saturday: '-Cv> AA • Sunday: • Sunday: • Holidays: UAXAD • Holidays:44.ml Page 7 of 13 m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ❑Yes o operation,or both? If yes: i. Provide details including sour , me of day and duration: H. Will pi cd action remove existing natural barrie at could act as a noise barrier or scre ❑Y o T tribe: n..Will the proposed action have outdoor lighting? >stYes❑No If yes: i.Describe ,location(s),height fixture(s),directi air,and proximity to nearest oc pied structures: ' "'7 ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes a Describe: o.Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes 4No If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes No or chemical products(185 gallons in above ground storage or any amount in under ound storage)? If Yes: i.Product(s)to b ii. Volu per unit time (e. ,year) Hi. nerally describe proposed storage facilities q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑ Yes No insecticides)during construction or operation? If Yes: i.Describe proposed treatm H.Will the proposed action use Integrated Pest Management Practices? ❑ Yes ❑No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal Yes No of solid waste(excluding hazardous materials)? If Yes: i.Describe any solid waste(s)to be generated during co ction or operation of the facility: • Construction: to er (unit oftim • Operation: ons per (unit ime) ii.Describe any proposals for on-site mini 'ration,recycling or reuse of mate ' to avoid disposal as soli ante: • Construction: — • Operation: iii.Proposed disposal odslfacilities for solid waste erated on-site: • Constructi IZ • Ope ion: Page 8 of 13 s.Does the proposed action include construction or modification of a solid waste management facility? ❑ Yes it No If Yes: t46 t>F VuAf:� FA=L T--l.t-J i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities):H. Anticipated rate of disposal/processing: • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment iii. If landfill,anticipated site life: years t.Will proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous ❑Yes i a waste? If Yes: i.Name(s)of all hazardous wastes or constituents to be generated,handled or managed at faci h. Generally describe processes or activities' ❑lving hazardous wastes or c tuents: hi.Specify amount to be handl or generated tons/ iv.Describe any proposals on-site minimization,rec ang or reuse of hazardous constituents- V.Will any ha dous wastes be disposed a n existing offsite hazardous waste ' ility? es❑No If Yes:provi name and location of faci _ f If No: escribe proposed manage nt of any hazardous wastes rvliic:i wiII not be sent to a hazarciptdwaste facility: f E.Site and Setting of Proposed Action E.I.Land uses on and surrounding the project site a.'!Existing land uses. .i Check all uses that occur on;adjoining and near the project siw ❑ Urban Industrial I Commercial A Residential(suburban) id Rural(non-farm) ❑ Forest 9 Agriculture ❑ Aquatic ❑ Other(specify): _ ii. If mix of uses,generally describe: b.Land uses and covertypes on the project site. Land use or Current Acreage After Change Covertype Acreage Project Completion Acres+/-) • Roads,buildings,and other paved or impervious ��� �ya y �� 7� b _ Us4-6F surfaces _ f� • Forested _ (� _z 1{ �� 2!'-3 76 4 4,474 S.F • Meadows,grasslands or brushlands(non- agricultural,including abandoned agricultural) • Agricultural includes active orchards,field,greenhouse etc.) • Surface water features (lakes,ponds,streams,rivers,etc.) • Wetlands(freshwater or tidal) • Non-vegetated(bare rock,earth or fill) • Other Describe: Page 9 of 13 c.Is the project site presently used by members of the community for public recreation? ❑Yes No i.If Yes:explain: d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ❑Yes KNo day care centers,or group homes)within 1500 feet of the project site? If Yes, i.Identify Facilities: e.Does the project site contain an existing dam? ❑Yes VNo If Yes: L Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • Surface area: acres • Volume impounded: gallons OR acre-feet ii.Dam's existing hazard classification: M.Provide date and summarize results of last inspection: f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, I(Yes❑No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i.Has the facility been formally closed? ❑Yes❑ )40 • If yes,cite sources/documentation: U.Describe the location of the project site relative to the boundaries of the solid waste management facility: l O`_ 1 RA5--T— A T 1-1 W. Describe any constraints due to the prior solid waste activities: g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Yes No --property which.is.now-ar-wa"t..one..Ome.used to commfTQjOy_tma _slbre andlot ftgse of hazardous waste? If Yes: i.Describe waste(s)handled and waste management activities,including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any is Yes No remedial actions been conducted at or adjacent to the proposed site? If Yes: i.Is any portion of the site listed on the NYSD ' pills Incidents database or Envirorunen e ❑Yes❑No Remediation database? Check all that y: ❑ Yes—Spills Incidents database Provide DEC ID ber(s): ❑ Yes—Environmental Site ediation database Provide D number(s): ❑ Neither database ii. If site has been subj iaf RCRA corrective activities,descriU ntrol measures: iii.I/pro' within 2000 feet of any site in the SDEC Environmental Site Remediation base? ❑Yes❑No If yesEC ID number(s): iv. Ifii)or(iii)above,describ aarrent status of site(s): Page 10 of 13 v.Is the project site subject to an institutional control limiting property uses? ❑Yes X No • If yes,DEC site ID number: • Describe the type of institutional control(e.g.,deed restriction or easement): • Describe any use limitations: • Describe any engineering controls: • Will the project affect the institutional or engineering controls in place? ❑Yes . No • Explain: E.2. Natural Resources On or Near Project Site a.What is the average depth to bedrock on the project site? V*AK to _ feet b.Are there bedrock outcroppings on the project site? ❑Yes No If Yes,what proportion of the site is comprised of bedrock outcroppings? % c.Predominant soil type(s)present on project site: I= E-1;At- 6 I0/0 D© d.What is the average depth to the water table on the project site? Average: S—feet e.Drainage status of project site sails: ❑ Well Drained: _&*%of site ❑ Moderately Well Drained: %of site ❑ Poorly Drained _%of site f.Approximate proportion of proposed action site with slopes: ❑ 0-10%: L4?�1010 of site ❑ 10-15%: %of site ❑ 15%or greater: %of site g.Are there any unique geologic features on the project site? ❑Yes'lyNo If Yes,describe: -h-Surface.Water features. i.Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑YesV No ponds or lakes)? ii.Do any wetlands or other waterbodies adjoin the project site? ❑Yes biNo If Yes to either i or H,continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑YesX No state or local agency? iv.For each identified regulated wetland and waterbody on the project site,provide the following information_ • Streams: Name Classification • Lakes or Ponds: Name _ Classification • Wetlands: Name Approximate Size • Wetland No.(if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ❑Yes❑No waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: i.Is the project site in a designated Floodway? ❑Yes)iiNo j.Is the project site in the 100 year Floodplain? ❑Yes V40 k.Is the project site in the 500 year Floodplain? ❑Yes No 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? ❑Yes)(No If Yes: i.Name of aquifer: Page 11 of 13 m. Identify the predominant wildlife species that occupy or use the project site: n.Does the project site contain a designated significant natural community? ❑Yes'{ No If Yes: i.Describe the habitat/community(co sition,function,and basis for ton}: H. Source(s)of descriptio evaluation: W.Extent of commu Habitat: • Current] s • Foll ing completion of pro" as proposed: acres • in or loss(indicate acres- acres o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑Yes No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of ❑Yes V No special concern? q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑Yes i No If yes,give a brief description of how the proposed action may affect that use: E.3. Designated Public Resources On or Near Project Site a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to 0 Yes Wo Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number: _ b.Are agricultural lands consisting of highly productive soils present? ❑Yes No i.If Yes:acreages ject site? ii. Source soil rating(s): c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑Yes WNo Natural Landmark? If Yes: i. Nature of the na andmark: ❑ Biological Comm ❑ Geological Feature ii.Provide b ' escription of landmark,includin ehind designation and approximat � ent: d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑Yes VNo If Yes: i. CEA name: H.Basis for designation: W. Designating agency and date: Page 12 of 13 e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ❑Yes V.No which is listed on,or has been nominated by the NYS Board of Historic Preservation for inclusion on,the State or National Register of Historic Places? If Yes: i.Nature of historic/ar ogical resource: ❑Archaeo ite ❑Historic I3 g or District ii.Name: W. Brief ription of attributes on whit ng is based: f.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑Yes(l,No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g.Have additional archaeological or historic site(s)or resources been identified on the project site? ❑Yes` JJ' If Yes: i.Describe possible resource(s): h.Basis for identification: - — h.Is the project site within 5 miles of any officially designated and publicly accessible federal,state,or local ❑Yes+.4No scenic or aesthetic resource? If Yes: _ i.Identify reso e: U.Natur ,or basis for,designation(e. a fished highway overlook a or local park,state trail or scenic bye W.Distance between proj resource: miles. i. Is the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers ❑Yes VNo Program 6 NYCRR 666? - If Yes: i.Identify the of the river and its desi n: U.Is the vity consistent with deve ent restrictions conWued m 6NYCRR Part 666? ❑Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impa�ieh caul associ fad your proposal;ple-a—se deswi a those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name -A" Date t5 - f hv Signature Title/ Wklt e> Page 13 of 13 61Z20 Appendix.B Short 1`tivii-oyiinentalAsvcssy?ieiii.Foi-tri Instructions fOLCqinp]Ldn_g Part I -Project information. The applicant or project sponsor is responsible for the COD]plefi011 of Part L Responses become part ofthe application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1. based on in Fon-nation currently available. If additional research or investigation Would be needed to fully resporid to any iten),please answer as thoroughly as possible based on current information. 0 Comple'e all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplernent any Reim Part 1-Project and Sponsor Information Name of Action or Project: Project Location(describe,and attach a location map): Nt Brief Description of Proposed Action: coaeFrally--T OFVLCk-- - 03 Name of Applicant or Sponsor: Telephone: E-Mail: Address: Ipti i'lelt rw •C.0 rn ----------- City/PO: Sta Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to cluestion 2. 2. Does the proposed action require a perinit.,approval or funding ftoin any other governmental Agency? N 0 —EIS If Yes,list agency " . (s)narne and permit or approval: —Tbv4d d* -6�TWM-O eOT�- V 5urf-ow(- C4LAnL4 D&'F�7- W--A ...................... 3.a.Total acreage of the site of the proposed action? uaC11 es b..Total acreage to be physically dish-irbed? .......... c.Total (pro acrea ge(project site an d an v contiguous Lis properties)owned -1 J I or controlled by the applicant or project sponsor? ucz es ..................................... Check all land uscns thal cc(,ur on,ad I oinhi—and neau the,proposed ac6on. J t kJyban turaj (non-agricidun-c') (Subu�'ban) �al X"Ommerc Ej Foyest 1c.1 Aquatic Ell Other(Specify)........ ....... Paddand ............ .............................. -.............. ------ ............... ........ 1-1age I of'4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b Consistent with the adopted comprehensive plan? .. ... � .. --...-�.. „ .. —.__.,_.P.m .. 6. Is the proposed action consistent with the predominant character of the existing built:or natural�..�,m.. ..._ No YES landscape? ., Is the site of the proposed action located in,or'does at ad Join,a state listed Critical Environmental Area? NO 'YES If Yes,identify-' .___ -,_ u. .—_. . _.. _substantial i y above present level, _. ..m._NO . .YES 8. a.Will the proposed action result air a substantial iracreasc,n2 traffic� �•? ®'� � 1L b.Are public transportation service(s)available at or near the site of the proposed action? c,Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ®.... .... ....m 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies 10. Will the proposed action connect to an existingpublic/private w ..... uW_.... p. ic ub...� water supply? 1,40 YES If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? ..�.. N YES If No,describe method for providing wastewater treatment:m mm��mmmmm„m IT„ _... ...._..... _.._ ..... .. .. _ _ ..� _W......._. .......... .. _ .. 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic ES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: _....... ld. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check. all that apply: 0 Shoreline 0 Foyest 0 Agricultural/grasslands 0 Early raid-successional 0 Wetland 1:1 Urban 1:1 Suburban 15.Does the site of the proposed action contain any species of an7rnal or associated habitat, listed- - S l 1 �° y np- - r�d�D � Y]I�`S by the State or Federal govemm nt as threatened or cndangercd? / — i .�...1 ts. Is tf��ne, project.. �_ ...� _..., -__ ._e.......-. , �.,_r......- . , ..._ _ .. �. ._ -..._ snit,loccae:d in the l00 yc e1.flood plain? NO YES w.... .... n 1 yy 01 the pro: 3osed action c,u a"11 be stornnn %Vat("r di sc haer ve,e rtleesn fio ni ;ao n nt or Mon point oc uu ce,s,? O YES j ifyes, n. `r"" 11 s aim cVawr cl'ischal e's flow m ado anc,esrut lrrarper,ics? N.() I I yi",S r� 'dill ,te'Sn'�n' wus be,di'ccte'd to a„> c,111,,au1&"ek c)4:fn'",G'1'"tq'1c,4; Y`+.,'C:4';nrSr nr1110ff,0.L1el;,e0,1'i1 ilia,�'7ca)`% r2� -T,�u")D'Ve,l l p ,,'� — �" ._..�i __.9bM'."�" .f 1``v'� Foe—------------------- V _......._ .,,, ... .. 2 of 4 ti s".an inohnde construction a �l8.Does the proposed action .-__... .._ on or other activities that result in the impoundment of NO YES eater or other halu:ulds(e.g.. retention ion pored,waste lagoon,darn)? If ;s,„explain n pu.n pose and size: ...mm.. ---- m__ ._........ .....— _...... ..... ..... 19.Has the site of the proposed action on an adjoining pnop e ty been the location of an active or cloased NO YES solid waste nnanage ment. liachity? If Yes,describe _...., m ,,... �...,, . 20.Has the site of the proposed action or an a¢:1~poinisng prroperty been the subject of rencnedia Lion(ongoing or NO 'DES completed)f6r hazardous waste? lffes,describe: AFFI104 THAT THE, INFORMATION PROVIDED ABOVE IS TRUE AND ACCUIUTE TO THEBEST OEt KNOWLEDGE a npli-antrsporctnamed ..X� . .. r Date: a .. Sib ature: Part 2-Impact Assessment® The Lead Agency is responsible for the completion of Fart 20 Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result _ It in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community - b � 4. Will the proposed action have an innpact on th.e ernwiron men aal chaaracterpstics that carved the establishment of"a Q,,0.it.ical Environmental Area(CEA)? Will the proposed action re,� � -r. W' p p sLflt in an adverse change,in the existing level oftraaff is or affect existirno,infrastmcture klni..n"i ass transit,biking or walkway? d �llnl'l the pnroposeci anctnoen csaaasa aan incirea c ian thic uut;e cni eiier;y<aia.d at laznls to inconpora:te � reasonabiy �asaul..n.be ei.. rgy ccns�ur tuc% or renewableenergy oy77(�'a? i. Will 0 e panopaosed action irnp act en:isfinl-: a.public,/pn nsrate water su:npplies? � ......_. ...� ....... ._ b p7anlnhe /tarrvazYc wastewmer trc atzncrst art'ilitaes? wifl the pmpnose.d action inlpai,s the Character or puan.1 t✓ofirrnpoa°ant luistorlc,, archaeological, weDitec unil or aesthetic resm7 rc.e,s? J. p t I c�brcsla �aa a, t i in an cs;a:> nxict; atscRi u :w...c.... zuc ,: 6c g, rct �uucs>vsaenErahas anr�oa� utFY flora aadktiaa)r No or Moderate small impact impact May May occur occur 10.. Will The proposed actiorn result in an increase in the potential for erosion,.flooding� In ➢� � rn�or drainage � roblerras. l L Will the proposed action create a h and to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion o➢`-P2rit 3. For every question in Fart 2 that was answered"moderate to Marge imPac't rrnay occuue%or if there is a need to explain why a particular elerrnernt of the proposed action may or will not result it°a a si-roipicaarrt adverse,environmental impact,please corrnpnlete Part:3. Part.3 should,in sufficient.detail,identify the impact,irnclurd.i.ana any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. :p w t 3 s'houu'Id also explain how the lead agency determined that the impact may or will not he significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope w.wd magnitude,de, Also corn,sider°the potential for short ten.nn,lorng-terrrn and ctnrrnrrlative impacts, �t the proposed uctrory.., above, and , � CPnecle.'ttnns box ik°yoeu have danter-rnnirned,based on'the arnl"o:anxratrcarr and analysis above,crud sarnv supporting documentation, i that l pa m may result in one or mf,-,sn e pno'tenntially large or si,.piilicamt adverse impacts and an environmental impact s'tatenrnent is required, Check this boar.ifyour.have determined,based on'0',a hiforrnation and analysis above,and any supporting documentation, that tire,p-araopuose'ail acticoru will:n of re.rrnrlt:iD any signi h�rt adverse environmental impacts. i aarrnes of'Lead 'i.oenncy late r ly�re;launnae;eoi°Jli�sinoan — -_.,.... w..... l ar prat e nanlrle,t"i'tre:ar.inn La,arel .°�p�� ,�w�° -Title eofRa,<,praonn4arlaVe,iif1[ie.cn Signature _ e Si'gnua�rt.uor a of P& e,o ure.:n if diff."er e nt ir��e�or n Responsible i ff"ice r.. .. ._— ,nu uvatunn•e as teas orosr n' r t� � � ti i" a Officer u:u^rro]Lead +���ant. � 1, ��n (I cid,_i ` MAILING ADDRESS: PLANNING BOARD MEMBERS q soly�© P.O. Box 1179 DONALD J.WILCENSKI �d 0� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS Gr Town Hall Annex PIERCE RAFFERTY Y� 54375 State Route 25 JAMES H.RICH III {� �V (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ��jf 1►,� Southold NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: May 1, 2017 Re: Checks Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not-yet-accepted by the Planning Board. — Applicant/Project Name & Type Tax Map # Amount Check Date/No. North Fork Recycling (North Fork 83-3-4.7 $3,196.00 4/25/17-#109 Sanitation) Site Plan NF Recycling JAM Att. — - NORTH FORK RECYCLING INC. ��43397 8475 COX LN. 10 9 PO BOX 982 CUTCHOGUE,NY 11935 &rBank _= n �°Z 1:0 2 20000 i 500 - -__.�� 4 23 748 73 58n'0 109 ADDRESS:MAILING PLANNING BOARD AMAMERS 0 DON D J. LCENS Soupth NY old,ox 1179 11971 Chaira OFFICE LOCATION- WILLLI J.CREMERS Town Hall Annex PIERCE RAFFERTY 1�,' 54375 State Route 25 JAMES He RICH III " (cor. Main Rd. &Youngs Ave.) MARTIN H.SIO ° Southold, NY Telephone: 631 765-1938 www.southoldtovz=y.gov P.I.A.] :IIII: �-ry BOARD. O p(HD. OFFICE TOWN. 'm...,d�..11' P..HO KK.MV M�.I�.�A.lu.. 1..fi�...1 E DUI To: Accounting From: Planning Department Date: March 30, 2017 Re: Checks Please deposit the attached check into B91: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. _._.... ..............._.......... Applicant/Project Name & Type Amount Check Date/No. North For)Recycling (North Fork 83-3''4.7 $500.00 3/28/17 #111922 Sanitation Site Plan Morton Buildings JAM .... �L e MORWIN I 1 1 16DV m a1 INC, PA 111922 .i" . Box 399 Of3T011 V C� 1110110UIIVII Y 11,1 8'OIC Mai en„Iflmds n1,5 0 u"M"1i P' I ...._._... _.......... ,,. _.... .. ......,,. 1. �. _..._ ....�✓" 11 iV ('�114„�k111 V q 1i,:r b_ ®,m ..... a,r Wiz, _.... CENTS NTS o i m O Wit' L" i ll+i:", li 1'� �W 1p� 1111anW1'� U OVER $50G,,00 NOT VALID ()uu'u W N 0 U Q r 0i11 H,1111 II II+ mrouG11 II%V 1U 1IR u 1 1 10 3 3fim On 7 1 1 7 1 7n 1 ®• 1 7n 1 C 1 u■ 'I{I PROPOSED WORK: N � ' iv� / N/0/F JOHN 8 5U5AN DROSK15K1 51TE PLAN BA5ED ON •a I+J I EROSION CONTROL MEASURE: �8 2g 0 \ COMMERCIAL BUILDING ORIGINAL SURVEY BY: O •CONNECT THE PROP(75ED SEPTIC TANK TO THE OUTLET OF THE PROPOSED WATER METER �,: LUNG: i L } g ry INTERNAL WASTE PIPING FROM MP05M BUILDING. � FX/ � :. - � ---- INSTALL SILT FENCE A5 SHOWN. FENCE SHALL OJ 63.1 '�"�� � N PEGONIG SURVEYORS P.G. ° 15LAN© -' -- - ---- ---- t --- -- 5/ WELL 150'+ z �J Q ST�Ns PROPOSED WATER 5ERVIGE i' � BE MAINTAINED THROUGHOUT DEMOLITION / 6 . o v� •• PROP05ED SANITARY OUTLET PIPING SHALL BE CAST IRON AND y S01JND I 7 3' Q V\\ ' 56.6 1230 TRAVELER STREET p t- o �R CONNECTION POINT %" GON5TRUGTION PHASES AND REMAIN IN WORKING 50UTHOLD N.Y. II�II u o ofN,Y.C.&La1q Island SHALL PROJEGT FROM THE BUILDING FOUNDATION A MINIMUM OF <y Mq/ . / J CONDITION UP TILL PROJECT COMPLETION ``7 24` IN LENGTH. �� o �� f i I �' \ EXISTING U/G POWER /COMM GABLE TO STUB UP NEARBY 631-165-5020 m o 8002�2-��80 811 •. BUILDING FOUNDATION. T A 4"� a �� J b3'14 i i. 6� 6 . . E'X15TINO UTILITY PANEL. UTILITY 5ERVIGE PER50NNEL 631-165-I'MI FAX QQ INSTALL GLEAN OUT AT BU L N6 FOUND 0 . GONNEG I `�' SHALL REWORK EXISTING LINES AND PROVIDE A MEANS SURVEY DATED: 04-13-2010 d N z www.dgnetnycli.00m or CLASS 2400 PIPE(50R) TO THE OUTLET END OF GLEAN OUT 54.0'+5 .0 EXI5TIN6 UTILITY POLE H1 EXISTING UIG 5ERVIGE / 51TE \A4 EX.ASPHALT � www.call81l.com(for other states) }� GURRENTLY PROVIDED TO EX,OFFICE TRAILER. - PAVEMENT 639 6 \� �OF CONNECTION (JUNCTION E30X PER GODS) FOR THE \ LAST REVISED: 11-04-2010 o F- • INSTALL NEW SEPTIC TANK(S.TJ '�' 2 g LOCATION PROPOSED MODIFICATION TO EXISTING 63 r a Bylaw,excavators and contractors working in the (5ERVIGE TO BE REWORKED TO PROVIDE POWER o TO REMAIN G�ITINUATION OF 5ERVIGE LINES TO PROP05ED BLDG. ° five boroughs of New York City and Nassau and • REMOVE DOME FROM EXI5TIN6 LEACHING POOL. INSTALL 2 H RING O 5 53. I SMITARY 5Y5T W; / '- E Suffolk Counties on Long Island mustcontact ON TOP OF EXISTING 12'H RIN65. INSTALL 8"H TRAFFIC BEARING AND GOMMUNIGAT10N5 TO PROPOSED BUILDING) j 0MEET5 MIMMIM COMMERCIAL SYSTEM R WS) - .4 3.. OWNER: Q s DigNet,1-800-272-4480or811,atleast48hours Lt 52.4 .3 f• ADDITIONAL ASPHALT NORTH FORK RECYCLING but no more than 10 working days(excluding SLAB ON 14'H RIN65. �Y 53.0 \ INSTALL_, / ,/ / I ALT(SOg 5.FJ m w ° spi EXI5TIN6 51GNA6E TO REMAIN I �:';:. _ m weekendsand legal holidays)prior to beginning any . . +53.0' REPUTED LOGATION OF - ___-__•, 200 GAL.PRECAST SEPTIC TANK � _ 5AWCUEXISTING PAVEMENT PRIOR TO p mechanized digging or excavation worktoensure • PIPE INLET AND OUTLET INVERTS PER 'MODIFIED SANITARY SYSTEM --i---------- -- ------i---- ----'- --- ----------- ' I / / 64 8,., + 4 56.9 ? S� underground lines are marked.l xcavators and ENLARGED PLAN',THIS DWG. PROPOSED 1" RPZ IN HOTBOX ON P.G. 5 EXI5TIN6 WATER MAIN of 8'mx5'OP,4'EFF.DEPTH INSTALLATION,SEE DWG 5P2 FOR � contractors can also submit locate requests on-line, SLAB,FOR INFO. SEE 'RPZ PLAN' 1 ` USE/�IFY' / �''. 6 RESTORATION DETAIL NO RIGHT OF WAY through ITIC.if you do not currently use ITIC, /ry�z, <y /� \`� ''hJ '` ' EXI5TIN6 65d2'EFF.OP.LEAGHIN6 POOL 1 q�• . b '•' EX15T WITHIN 500 FT `� 9 please call 1-800.524-7603 for more information. + ' �2 •6 t. e/ ;;' •• ADD 2.0'H x 600 RIN6 ON TOP OF b .ca b 65� �� o OF PROPERTY L MAINTAIN ALL REQUIRED SEPARATION ( l•:-:' u For safety reasons,homeowners are strongly ABANDONMENT BY REMOVAL: pISTANGES WHILE INSTALLING PROPOSED ¢4' N "' f , EXISTiN612.0'H DRAINAGE MN65 64.4 •T' '��5 ° S encouraged to call as well when planning any type A.•.•.•. V 5b3 B„42?A •• r •+64.9' �- \ ��'/ 58. _ of digging on their property.Homeowners can EXI5TIN6 SEPTIC TANK TO BE ABANDONED BY REMOVING ALL RESIDUAL 5EWAGE WASTES WATER SERVICE 54.3 ••• 8 • � ' - INSTALL 8'H x 8 PRECAST SLAB COVER f`:` 'y �V . . a OVER MODIFIED 13AN LEAGHIN6 POOL y / �� } 'AND \ ,i ER05ION CONTROL MEASURE: ° `t contact us directly at 1-800.272-4480 or by calling BY A LICENSED WASTE HAIA_ER,REMOVING THE ENTIRE 5TRUGTURE(5),BAGKFILLING WITH 'R �6 3 ` 1 ,; .��� q.�, •o1 Q o 811,the national call before you dig number.For ' '� 52l '' • INSTALL GA.6 BLDG FND WATER GE LINE. .. . p' excavation work completed on personal property,it SUITABLE SAND AND TRAVEL MATERIAL,AND PROPERLY COMPACTING. EXISTING STORM DRAINAGE ��- .� / �� O j 1e„ �ao9a _ �� �- �.;: + + IN5TALL 51LT FENGE AS SHOWN. FENCE SHALL BE • • °o ' + INSTALL 4"m PVC,5DR 35 PIPE(TYP�6.6 4• b.4. .TO BE \ MAINTAINED THROUGHOUT DEMOLITION /Is the contractor'sresponsibil 4 �N NO RIGHT OF WAY -;,' �q, 4 + 5' \6 ° responsibility-NOT the LEAGHIN6 PDOL,TOG = EL 52.5' homeowner's-to contact DigNet Having utility lines a'Qi X S'DP TD REMAIN `� sP""��`"�''� SEE DETAILS ON DWG.5P2 ° NOTE:LEACHING POOL DOME COVER To BE REMOVED, RIN65 BELOW SHALL REMAIN 54.3 4 /�, �� EX15T WITHIN 500 FT °'ty8b �`' . + r°tl 5 66.4 . . 'PROPOSED \ CONSTRUCTION PHASES AND REMAIN IN WORKING marked priorto digging is free of charge. 5 . . r'' .�6,' h�O- V (� `�'",. \� tea, IL bT. Q 1 \N o5.5 LANDSGA AREA 53.G 4. `� Y OF PROPERTY 1 ® 4 . CONDITION UP TILL PROJECT MPLETION ER05ION CONTROL MEASURE: WOR F NORTH FORK G. l o� LOGATI ON MAP: ° /' + PEA (2;62�S FJr' / ZONING INFORMATION: INSTALL SILT FENCE A5 SHOWN. FENCE SHALL BE (GOMMERGIAL BUILDING . . //yy,O, NOT TO SGALE N/O/F NORTH FORK / +p p\ . SEE 5H. 2 FOR INFO . 0b r a� MAINTAINED THROL16HOUT DEMOLITION / 55.3 �, . , .!. . . . 'J NO SURFACE WATER5/WETLAND5 RE50URGE5 ING. WITH FUBLIG WATER 8 rrnn PROP. I u� N 5'.� vJ WITHIN 300 OF PROPERTY LINE (COMMERCIAL BUILDING WITN + 66.8 � � � � - Cy LIGHT INDUSTRIAL LI CONSTRUCTION PHASES AND REMAIN IN WORKING f� \ CONTRACTOR SHALL GLEAN (2) EXI5TIN6 DRAINAGE LEACHING POOLS 61'2 A , EA 656o5F• 6• + 52 bb..b ' ' ' ' ' N °MMF� CONDITION UP TILL PROJECT GOMPLETION " / PUBLIG WATER) / .:.' > \ R Ri LOT 51ZE: 40,000 MIN / EXI5TIN6 STORM DRAINAGE ALONG ENTRANCE OF SIDE ON N E. AND N.W. SIDES OF DRIVEWAY AT o ..+ ,� ¢ _ 6 . + . . . . . . . . . . . . . . l •./., _ F� c�4 MF EXISTING: ±211800 S.F. (5.0 AG) EXISTING PWR/GOMM 5ERVIGE SHALL BE q \ ��/ LEAGHIN6 POOL,TOG = EL 52.3' THE COMPLETION OF CONSTRUCTION. �o,^ EXI5TINWkELEL,IKI +a LO. 645 \ 5 618 R Frp PROP05ED: N.G. + Al O/�' 8V x 8'DP TO REMAIN NO RIGHT OF WAY , 5 /f:; PANEL TO REriAIN' S Frio 'V'S Q. \N IcSs' �'. -`/ + + RETIRED 6 F DISGONNEGTED FROM THE EXISTING 58 � �' � I T • q e�' ioLp,� '�� \A , Ao TE57 L T.6 E TINT, . . . � f 6�o Nri i . EXISTING POWER/COMM. 5ERV. TO BE REWORKED/REROUTED TO /� EX15T WITHIN 500 FT . . . . h Y+ T+ + + ;o- _� �F�1 5 q� OFFICE TRAILER AND PARTIALLY t O r / b ABA ONED WELL.PIT O LOT WIDTH; 100' MIN j c} c� �5� 'STUB UP' IN LOCATION NEARBY EX. ELECTRICAL PANEL. INSTALL `� OF PROPERTY �� + �+ PROP05EE \ /' ABANDONED TO THE EXTENT INDICATED 1n� . . . � i \/ } y �, t + o. . . \•.•.•. .•. . .O . St / EXISTING: 30g 33' REQUIRED 5PLIGE/JUNCTION BOX FOR INTERMEDIATE CONNECTION ( 0 1 - �i 5.T`I+ " STY STEEL BUILDING + 3Ex• � \ �Q �i PROP05ED: N.G. s� 5,1. /'•".. { \ O �o \ (�, + o `PROP:LAND5GAPE StREENIN6: �. FOR CONTINUATION OF PROPOSED ,�o POINT. FOR CONTINUATION OF POWER/COMM. SERVICE LINE ( ;y - o_ TL. AREA: 6,g60 S.F. " r (1� U. .\. 1 s \ + S, r + 6.5 (I3) 6 H. DK AMERIGAN AR130fZV E b 0 PUBLIC, WATER SERVICE LINE 6 56.6 SEE PARTIAL SITE PLAN(THIS DWG) b PROPOSED + F.FL.EL. ® b525 BOTANICAL\NAM TFO� LOT DEPTH;150 MIN SEE PARTIAL 51TE PLAN(THIS DWG) , PROP. 15TY . . (NO BASEMENT) r r ' ICE AREA6 g60 5F. 6 4 LANDSCAPE AREA (1,586 5.FJ OGGIDENTALI HIORA . . . . . . Q EXI5TIN& g05.41 �s.I 6 .o �p ! X PROP05ED: N.G. / 3 EXISTING ELECTRICAL F` .°. LFl. 65.25 5EE 5HT 2 FOR INFO . PLANT:, "TO 6. OG 5PAGING d EXISTING TEMPORARY STORAGE 6.42'` V/L.F.= 64. _ 11 1 • g - PROVIDE 5 W P.G. WALK(461 S:FJ '. . . . . . . . . /j` / o .3 I.f ANEL TO REMAIN 0 OGONDIT1oN) OF.6334 0 \ TEST HOLE / SEE PLANTIN6-b. 'DWG 5P2 a h TRAILERS /BLDGS TO BE REMOVED o- - FRONT YARD SETBACK;-' MIN is (STORAGE ITEMS No.l THRU No.12) a / G 0° ® HEATED WAREHOUSETMAREA: a EXISTING: Ilg.l' / ? r p N/O/F JOHN t 5U5AN DR05KI5KI / SEE PVMT DTL, DWG 5P2EX STIrdG PROPOSED: 58.1' 64\ 3• 7 b q CAMMERGIAL BUILDING G WEN\_ ( t / P / 63.5 II 4Abo 5F. / �2 STY. A�NDONFbD�IELL'/ ' j' / / Q� P7�'.OPO�aED MODIFICATION TO EXIST. SAN. SYS.: p ' WELL 150'+ RAN /- XP PROVIDE STRIPING FOR F.PL.EL.0 b5.25' o . . . r • EX. I 6AL. HEAVY DUTY SEPTIC TANK ,q •' ,'. . ,. ` MN��e�� EXISTING 1 OL.P.'t •2?6�" _ � a� PROPOSED PARKING SPACES SET o°o- •. `�o° 51DE YARD 5ET13AGK: 20 MIN '�O +b49' aJ: 64.4 5,1 58.1 FRO NEIGHBORING WELL \ JEL. r •• TO BE ABANDONED BY REMOVAL .<c•: . . . •. . gti� 055'MIN DROP ., �. ON EXISTING ASPHALT PAVEMENT. `° / - 1. F.R.EL.®6625' /•. j•.. / �03=� EXISTING: 55.1 OFF I S 1 0 . . . . / s, �- � r •• SEE BOXED NOTE FOR 5GDH5 REQ'MNT5 5 . . . 'EXI.L:�ND. \_ gyp 5\� ��`� 0 SEE HG PARKING DTI.,DWG.65PI a ,yX 0 PROPOSED: lg.g 66 �� 6 TER. NE . If. -� + + o •• SEE PARTIAL 51TE PLAN FOR NEW SEPTIC . . sr . . h 1 '�I . . . I (O T. o t65.r 1 / / b.b / 4- bl.l �.� sp 3655 'TO BE ABANDONED IP 6M � �7: / SIDE YARD SETBACK CUMULATIVE: 40' MIN TANK c �gp ¢ . . . . . . \. . . . / \ I �`O/ q/ _w �' i P + T I.M INA E Y TEM N EX. VAZ EFF. OP LEACHING POOL �. ��'Io?�J: EXISTING 8 EXI5TIN6: 245.0' c �T �� 68. of 2.02' � + ELEGTRIGAL PAN�� WOLF PRIME PURVEYORS vj EXISTING. �DE IGA D T B+UI ING ROOF RUNOFF - PROPOSED: 166.1' •• REMOVE EXIST. GONE COVER b7:2'.' �sTo� '3) Z �, 6��REMAIN • ' tigiNl COMMERCIAL AND RESIDENTIAL k�' ASPHALT PAVEMENT 6 q 6 66.0 + k Vito ( b'� .0. 5TORM ORNC m •• SEE PARTIAL 51TE PLAN FOR NEW 5LAB \`. TO REMAIN EX.P.G. Q r l y�/ . . ./. . . . . . ��� 6 �.' \ Fo � SLAB TO + , Cn REAR YARD 5ETBAGK: 10 MIN > ^o " �' i Xi971 Q PROP05ED DUMP5TER AREA ON �c b MAINTAIN Akl Q D SEPARATION DISTANCES \ \��.�Q o 0 8°� � . . ib/-�BANDONE L. ' �«V REMAIN �s� / + + O EXI5TING: 541,b / b •o s�T� •q ` ' ' ' '.'.' ' MODIFIED SAN. S 1 S. ��4 EXI5TIN6 ASPHALT PAVEMENT \ �y�r Q, qq d} . . . . . .wEL PIT. . . .6s . . . . . . ,, 6 .4 SEE DETAIL,DW6 5P2 t' 4 + ER051bN TROL MEASURE: PROP05ED: 566.0 o EXISTINGo . . . . . . . . . . . EXISTING OFFICE TRAILER �. P.G.SLAB TO IF 6.5. ((,'S5'I`- b. 635 \ 64.8 r •3 �� X.RETIRED ST.kJELL' ; . . j ENLARGED PLAN / 63.8 \ �. 65.1 + + /+ PRU11/IDL LET PROTECTION FOR ALL OPEN W N TO BE REMOVED41. �cX ti41 PROPOSED BUILDING 65� ' . _ f. \ \ + + + DOVE O GRADE. SEE DTL DWG SP2 r LANDSCAPE AREA REQUIRED: 25� (54,450 5.FJ / (SEE PROPOSED PARTIAL x 5.5 _ , ^ b .4 q PLAN,THI5 DWG.) J l. . . . . . . . . . . . EXI5TIN6. . . . . . . . ��� �� \ + + EXISTING: f2156� (±46,g60 S.FJ \ L \ / �/ m ?p, 1 ABANDONED WEL �° 6y \ + + / PROP05ED: 125.06% (±54,614 5.F) NO 5URFAGE WATERS/WETLAND5 TEST �' .' b.'l.'.'.'.'. ." ".'.'.'.'. . . ; / WITHIN 300'OF PROPERTY LINE 635 ®HOLE Sao \ ° 4F .. . o� ho \ \ \ 6 .2 + ° _ �}- }-h`ti EX GONG. . . ..'. . . 20 10 O 20 40 �� \ + + l.2 MAXIMUM PERMITTED DIMEN51ON5: I 4 EXISTING 6 '• �° ASPHALT PAVEMENT 65.1 ��' C� F TOE l / l ORAPHIG SGALE 1" = 20'-0" t07 3� \ 63.8 \ + + _ I _ `O LOT COVERAGE: 30% MAX(65,340 5Q.FT.) NO RIGHT OF WAY +65.1' 6 q h� €� �� , \ o `- 1� 1 J J_ v TO REMAIN h / b Q 60.5 0 �" \ + v EXISTING LOT: 2.15% (4,614 50.FT) e a o o e / • , • . • . PROPOSED f'- < � X Z EXIST WITHIN 500 FT •� �• 65.�:` ,� Q� EXISTING 65.3 �� + -d' PROP05ED LOT: 3.2036 (6,g60 SOFT) OF PROPERTY ��' b4.3 b • � 5Z ! 666.0 / � SANITARY YIELD GALL: 67N� LOCATION FOR � / LAN05GAPE AREA 0,445 S.FJ, I �T I b ii 8 o RGA STORAGE + SEE 5HT 2 FOR INFO a] Q .8 \ .o ALLOWABLE FLOW (DENSITY): �� �' i ' BLDG HEIGHT: 35 FT. MAX 4 \ q " / 6.4 GROUNDWATER MANAGEMENT ZONE: IV 6 .6 �� 63.1 \ v + . ; D t EXISTING LOT: ±12' b •4 .l \ jw}•8 b . \ ALLOWABLE FLOW FOR 51TE = 600 6PD/ACRE 4� Qe + ''S/66 NO R16HT OF WAY W PROPOSED LOT: ±28 \ �1. TOTAL 51TE AREA = 5.0 AGRES ±211 5Q.FT PARTIAL SITE PLA Q� . . ..I.. Q1 EX15T WITHIN 50o FT � p- cY . ( ,ao0 J � 65. / \64 \ - OF PROPERLY NUMBER OF STORIES 2 I/2 MAX. / (600 6PD/AGRE)(5.0 ACRES) - 3p00 6PD ALLOWED o � O b` O 6 .2 ` l2 r J EXI5TING 15TY / �° EXI5TIN6 63.E- PROP05ED: t!2 STY \ �o� . �, Pw 60.5 LOCATION FOR 65.3 ���`��� . • . . . ... /} 5ANITARY FLOW GALL: 30 IS o \ 30 60 0 / m �� / RGA 5TORA6E \ - so o'er . . . . / FOR PROPOSED LIGHTING PLAN GRAPHIC SCALE I ' - �.'. .' .b 63.1 �� PROP05ED BUILDING AREA (b,g60 5.FJ BREAKDOWN: \ bl. 61.3 \ / SEE DWG No. ) �� l• �� \66\ \ SEE PARTIAL SITE PLAN .,.' '� .�+� '� -�-�6�� � OFFICE AREA: 960 5F • ' ' . ' � a 2. j, HEATED WAREHOUSE AREA: 4W 5F J TEST HOLE / �� FOR WORK IN T S A. . . . . . . . . I �/ tK �-6,000 5.F. BY: YOUNG AND YOUNG 14 a� \ (THIS DWG) / nn� o` o OPEN SPACE AREA: 1,140 5F DATE: MAY 23, Iggl 62 g .'�'.'.' b .o \ 61.3 . . • . . . . , • . W ,�0 PLANNING E30ARD CONDITIONS OF / / FLOW RATES: PARKING GALLS: °° �} _ \ }� GENERAL INDUSTRIAL = 0.04 6PD/5F SITE PLAN APPROVAL: e 6 o RESERVED Z "No PARKI PARKING REQUIRED ON 51TE PER TOWN CODE: G EL.65S GROUND LEVEL 0 ��' ��� ��� �� 643 /�� 1. All trucks must use the designated truck route - r I ° NON-MEDICAL OFFICE SPACE = O.Ob 6PD/5F g NO - 'S N OFFICE; I SPACE / 100 S.F. OF C-RO55 FLR AREA �O Y BROWN LOAM . . . . 0 r - . ,I �o .g for this Site, which runs between the site PARKING '� O (0L) �,�/ b 1161.1' ° \ /�° WAREHOUSE; 15PAGE / 1,000 S.F.OF GROSS FLR AREA P 60 9 ` �. . . . 6 2 driveway and the si nalized intersection of PARKING �X c �" o 0 gb0 5F X 0.06 6PD/5F = 51.6 6PD FLOW y 9 H EP TAIL�T}fl5 T) I � EL.64.0' 15'BELOW GRADE O °Nc o /w NO RIGHT OF WAY GR48 and Cox Lane. Truck traffic to and !� }• 6�000 5F x 0.04 6PD/SF = 240.0 GPD FLOW - PROPOSED OFFICE AREA: FINE TO COARSE `"J �.. 3'� j <<rO o0 2 b00.3' \ �/�� EXIST WITHIN 500 FT TOTAL 51TE FLOW = 2ci1.6 OPD from this Site 15 prohibited to travel over ANY qb0 S.F. / 100 S.F. PER SPACE = l0 SPACES g 1 �. ExI5TIN6 }�� OF PROPERTY Oregon Road exceptin Circumstances that iI w SAND(5P) / j / \ NCrOR Mq�Nb1�+1� b 1 LOCATION FOR bl. .'./ SEPTIC TANK CALCULATION: require it. TIME F F RGA 5TORA6E / / o �- M •q ��► PROPOSED WAREHOUSE AREA: �. . . . . q/ / �' C? O b3.3. r°c Nc N 60.� / /� NO SURFACE WATERS/WETLANDS 2`fl6 Gi'D X 2 = 5g52 6PD li. The permittee shall only accept GonStruction 6;000 S.F. / I,000 S.F. PER SPACE = 6 SPACE �F !° 3 ° I g'-0" I 8'-0" I 8'-0" I 8'-0" O 7349 EL.40.5' -25D'BLW 6RD I'b 3. • .' RF^�q/Nq�l bo.3 6 .4 . . /� WITHIN 300' OF PROPERTY LINE SEPTIC TANK CAPACITY REQUIRED = 5g52 GPD and demolition debris a5 defined by 6NYGRR P4-b NO PARKING r �- T r � - R Part 360-1.2(b)(38 and non- utrescible (KYW.O.TJ ANYTIME 51&N TYPICAL PARKIN& DETAIL O�ESS\� }66.7 p TOTAL PARKING REQUIRED - I6 SPACES NO WATER ENCOUNTERED LEACHING POOL GALCULATION: wastes Such as tires, furniture, ca etin , •'•'•'��' � \ /� / � g (SEE SITE PLAN FOR LOW NOT TO SCALE NOT TO SCALE HI6HE5T EXPECTED GROUNDWATER �� 2glb 6PD / 1.5 6PD/5.F. = Ig5.4 5F REQUIRED appliances, Scrap metal, and machinery) at the PARKING PROVIDED ON SITE = I6 SPACES PER S.G.WATER MONITORING WELL 60.5 .'.'.' � `� \ b 51DEWALL LEA( AREA REQUIRED = N5.4 5F facility in an amount that does not exceed HANDICAPPED H.C. SPACES REQUIRED (OF TOTAL)- (I SPACE) JEFFREY T. BUTLER, P.E. No.5323g0.I 15 EL.I0.26'(NAVD2q) b 1 \ - --60- 2�10 Gubic yards per day. PARKIN& 516N - • b� 58.4 �'. y p y. /. ... 58.4 p EXI5TING 51TE DRAINAGE CALL.: PROP05ED MODIFICATION TO 111. The permittee shall not store more than 1,200 NOT TO SCALE Q •' EXI5TIN6 �ti° l }/ VOLUME = AREA x RAINFALL x COEFFICIENT EXISTING 5ANITARY SYSTEM cubic iyards Rof solid waste at the faGillty at JO LOCATION F R -- \ / AREA = SURFACE OF RUNOFF ORIGIN (SQ.FT.) (MEETS MINIR M COMMERCIAL 5Y5TEM REQ MT5) any given time. /� I RGA ST E �_ / </ RAINFALL = 2" = 0.161' INSTALL: iv. The permittee shall limit operations at the PROPOSED SITE PLl"cl�l: CD 51.5 -sa_ _ 55.0 / COEFFICIENT OF A5PHALT = 1.0 • 1,200 GAL. PREGA5T 5EPTIG TANK facility between the hours of &:00 AM and 51TUATE AT: . . . l�. 55.1 �\ �� 5.4 4'1 GOEFFIGIENT OF GRAVEL,DIRT, RGA = 0.40" .. 8'Q�X5'DP, 4' EFT. DEPTH 6:00 PM, Monday thru 5aturday. An attendant &415 COX LANE GUTGHOGUE,NY Q bo. /�_ . / �, •2 5A5E0 UPON SUBGRADE OF FINE TO COARSE SAND shall be resent during all hours of operation. TOWN OF 50UTHOLD 51.0 5b.1 •USE EX MODIFY: &XIZ' EFF. OP. LEACHING POOL v. The permttee shall maintain a fence around SUFFOLK COUNTY, NEW YORK v Z LL CQ 5b. o� /} EXISTING DRAINAGE 5Y5TEM No.1 .. REMOVE DOME FROM EXISTING LEACHING POOL the property and a sign at the entrance that 56TM NO.: 1000-53-03-04.1 Z 11 j 1- Q �° �F�� } INGLU5IVE OF. •• INSTALL 2A'H X 8.0'� RING ON TOP OF EXISTING indicates hours of operation, and the types of EXISTING WATER SOURCE: PRIVATE WELL TO BE ABANDONED Z Q LU q. A5PHALT DRIVEWAY ENTRY = 4,000 5.F. r waste accepted and not accepted. PROPOSED WATER 50URGE: PUBLIC 5ERVIGE • • CO } 12.0 H DRAINAGE RINGS P p O } 1Q •• INSTALL 50H X b'40 PRECAST SLAB COVER OVER vi. The permittee shall control nuisance at all TOWN ZONING: LI (LIGHT INDUSTRIAL) z Z Q 4,000 5F x 0.161' x 1.0 = 661 GU.FT. MODIFIED 13.0'H LEACHING POOL times which Include, but not limited to, odors, GROUND WATER MANAGEMENT ZONE: IV (Z/ EXI5TIN6 EXISTING DRAINAGE 5TRUGTURES PROVIDED: • INSTALL G.O. ® BLDG FND du5t vectors, nol5e and windblown litter. FEMA FLOOD ZONE: WA O v v O < IL >` 55.6 LOCATION FOR \ } WELLS ON NEI&HBOR G 2 - 60 x 12' LIQUID DEPTH = INSTALL 4'0 PVG 5OR 35 PIPE 0YP) I DATUM: ELEVATIONS AND TOPO REFERENCED TO M5L (Y� LY CL 5S \ b0 STR / \ RGA STORAGE 1,�`, PROPERTY 615.84 GU.FT.OF VOLUME PROVIDED . SEE DETAILS ON DW6. 5P2 � v v cS� L < \ 1}2 W 5`q \ "J SITE DATA: EXI TINLU 65.. , 5 0 \ }� EXISTING DRAINAGE SYSTEM No.2 5 G PROPOSED: Ql O AREA OF SITE: ±211,800 5.F. N.G. 1LJ 6 o y / o'0. \ 5 INGLU5IVE OF: Z O .15 .. . . . � � (5.0 AC) N.G. �FF�. . . 56.6 / /, a�/ EXISTING GRAVEL /RGA = 151,g00 5.F. OREGON ROAD BUILDING AREA: IY < O 5.4 / / 54.4 } EXIST. ASPHALT DRIVE 4 MANEUVERING AREA = 24,500 5.F. 200 CIFF5ET OFFICE TRAILER 644 5.F. TO BE REMOVED w O WF���NG sy�RtRFy���g l 55.6 / / s4` �� /�/(.� PROPOSED ASPHALT = 50g S.F. u :' I TEMP 5TOR No.l 2&0 5.F. TO BE REMOVED 1 L X # J Wiry Fr // 5q.7 / PROPOSED A. % � �/'J APPLICANT: NO EIJLDINGS AND TEMP 5TOR Not 245 S.F. TO BE REMOVED Z �'�,Z�yOs /� \ 1 �STORMWATER CONTAINMENT AND \ MORTON BUILDINGS 151,900 S.F. x O.Ibl x 0.40 = 10,530 GU.FT. STFwGTURES WITHIN I- I- Q `p e USE: TEMP 5TOR No3 312 S.F. TO BE REMOVED I- v LL _ c �� / 25,0001 5.F. x 0.161'x 1.0 = 4,111 CU.FT. zoo'of PROP.LINE COHh1ERGIAL F5TAL v LL O Wgr � \ RECHARGE AREA 22355 COX LANE,UNIT No.4 STORAGE REQUIRED: 14,101 CU.FT.VOL. TEMP 5TOR No.4 312 5.F. TO BE REMOVED N 5 111,310 50.FT. CUTCH06UE, NY Ilg35 DWELLING TEMP 5TOR NOS 232 5.F. TO BE REMOVED - \ \ 5TOFGE VOL.: t21,500 GUPT., Z '� �•° 631-134-4060 STORAGE PROVIDED IN STORMWAi�R CONTAINMENT NO BULDINGS AND TEMP 5TOR No.b 668 S.F. TO BE REMOVED 51LL TURE5 WITHIN TEMP 5TOR No.1 10 5.F. TO BE REMOVED - / i .3 AND RECHARGE AREA = �1,500 CU.FT. 6 iJ . . � � •'. 200'OF PROP.LINE . , .,. , `...� • • , �E�-------- TEMP 5TOR Nob 312 S.F. TO BE REMOVED � NO RIGHT OF WAY Z EX15T WITHIN 500 FT �'� \ ti LEOr=N�' �(� 5TORA6E-� I TEMP 5TOR NoA 324 5.F. TO BE REMOVED OF PROPERTY \ t� TEMP 5TOR No.IO 1042 S.F. TO BE REMOVED z CD UNDERGROUND LINES -u6 u6 u6 - TEMP STOR No.il 155 S.F. TO BE REMOVED � O M`4'io / WATER 5ERVIGE PROPOSED DRAINAGE GALL-. TEMP 5TOR N0.12 12 S.F. TO BE REMOVED NO SURFACE WATER5/WETLANO5 e F� �/ ": 9 - NO BULDINGS AND a 13 METAL BUILDING WA b,g60 S.F. WITHIN 300' OF PROPERTY LINE �M/ �Ns ��, STORM DRAIN - so so s2- VOLUME - AREA x RAINFALL x COEFFIGIENT 5TRUGTURE5 WITHIN qNo //c o 200'OF PROP.LINE EX. 51TE BLDG AREA: 4 14 S.F. b,%0 S.F. AREA SURFACE OF RUNOFF ORIGIN(SQ.FTJ +6 ���� . q•1 SANITARY PIPING -� � RAINFALL = 2" = 0.161' U56 C BLDG COVERAGE: 2.15% 3.20%STORM WATER FLOW ARROW d COEFFICIENT OF ROOF RUNOFF = I.O USE: NO BWLDINGS AND OVERALL SITE PLAN FINISHED FLOOR ELEVATION FIN.FL.EL.= PROPOSED DRAINAGE SYSTEM NO3 5TRUGTURE5 WITHIN LEACHING POOL / '\t Ex.SPOT ELEV. x6.0 ROOF AREA = 6,gbO S.F. 200'OF PROP.LINE AREA OF DISTURBANCE= 38,ba8 SQ.Fr. w/OPEN GRATE ,�O_ J CORIERGIAL 060 5F x o.lbl x 1.0 = 1,162 CU.FT. ° EX.UTILITY POLE �f IJSE SGEH5 REF. No. 50 25 0 50 100 150 200 250 TEST HOLE 4 -&0 x 1' uQU12 DEPTH = KEY MAP: 2oa OF T ' SGDHS APPROVAL AREA: GRAPHIC, SGALE 1" = 50'-0" 1,02.12 CU.FT.OF VOLUME PROVIDED SCALE: I" = 200'-0" 0 PRIOR SGDHS REF. No. GIO-C`1-1-0008 of 2 r � O CAST IRON FRAME AND ,OR APPROVED SEPARATION P15TANGE REQUIREMENT5 FOR GAMPBELL 1182 G OR APPROVED EQUAL � ro ■ WI ASPHALT CONCRETE - TYPE b 5TORMWATER LEAGHING 5TRUGTURE5 AND 36 MIN.LEN6TH FENCE WOVEN RE FENCE(MI NOTE: • POSTS DRIVEN MIN 16' 14 I/2 GAUGE W/MAX 6' .A PHALT BA5 DOUR o PIPING (OTHER THAN RESIDENTIAL) z HORIZONTAL SEPARATION DI5TANGE5 FOR STORM Q 2 X4 WOOD FRAME EVERGREENS SHALL HAVE 5 E. 5E FINAL GRADE - o INTO GROUND. MESH SPACING) THE SAME PIT AND BALL '• •� • � "r�TT%7`°T�^>T�l i"TiiTTcr�rT `i�i�i�T� z 8"TRAFFIC DRAINA6E LEACHING POOLS: o , , , , �/�/�/�/�/ PROPERTY LINE = 10 MINIMUM REQUIREMENT5 A5 MINOR i STONE BLEND BA5E -a5% GOMPAGTION(5TANDARD PROGTOR) / -€ I (INHERE 5LAB BUILDINGS WITH CELLAR = 10'MINIMUM in 10'MAX.G.TO G. � STAKE TREES NO STAKING REQUIRED. /\1��\��'��i% �y;>%\l \ / \��\v\�/%�i 15'PIPE DIA MIN I APPLICABLE) BUILDIN65 ON SLAB = lo'MINIMUM FABRIC I GE LINE/LATERAL5/MAIN5 = 10'MINIMUM p \\\ w -� PIPE: ® ICI ® ® I OUND UTILITIES = 5'MINIMUM r Q MIN.(AS REQUIRED) WATER 5ERVIGE UNDERGR 3 NIGH DENSITY POLYETHYLENE(HOPE) SANITARY SEPTIC TANK = 20'MINIMUM n PAVEMENT SECTION (MINIMUM THICKNESS) _ ®_ ®_ o_ ® 1 SANITARY LEAGHING POOL = 20'MINIMUM W q x REINFORCED DOUBLE STRAND12 SIZE: _ < HEIGHT of RUBBER HOSE 2 WIRE TWISTED ASPHALT CONCRETE I I/2' DRN INLET TO 52 GONN = 10"�MIN ;I ® ® ® © ® 1 GREASE TRAP= 20'MINIMUM w c o ° I _ IWEARIN5 COURSE 5D TO SD GONN = 15 MIN PUMP STATION = 20'MINIMUM l ® ® ® ® ® J 7T� 7. PIECES ROOF LDR GONN= 4'�MIN I 3'MIN. MANHOLE = 20'MINIMUM w =I111=�T� II ° FILTER ;�=���111 ° i = Ib'MIN ASPHALT CONCRETE 2 1/2" PRIVATE WELLS = 50 MINIMUM z 111�=III _=11 �o m 5AUGER BINDER COURSE 3'MIN. I ® ® ® o ® - vo �� y Q .v .� v € N L005EN BURLAP " }L J11' RETAINING WALL5 = 10'MINIMUM�v 1 �' z w AROUND TRUNK I2° STONE BLEND BASE 4 STORM DRAINAGE LEAGHING POOL NOTES: ® ® ®® ® ® ® ® WRAP STRUCTURES WITH FUEL STORAGE TANKS(BELOW GROUND) = 20 MINIMUM 3" MULCH I.GOLLAR DEPTH 15 NOT REOV WHEN I LL FILTER FABRIC(USE S u DROP INLET BURIED FABRIC d MIN RATEABLE MATERIAL EXI5T5 FOR FULL DEPTH. ® ® ® ® ® HORIZONTAL SEPARATION DI5TANGE5 FOR STORM WITH GATE PERSPECTIVE VIEW - > 6EOTEX 351 BY PROPER) DRAINAGE NON-LEAGHING STRUCTURES: o /�^ 2.COLLAR MATERIAL SHALL BE GLEAN I ' f- FRAME 36"MIN.FENCE P05T PARK I NC AREA GRAVEL ONLY. ® ® ® ® ® ( WATER SERVICE LINEs/LATERALS/MAINs = 5'MINIMUM -� 3.ALL DRAINAGE STRUCTURES MUST BE I® ® ® ® ® I UNDERGROUND UTILITIES = 5'MINIMUM PL PAVEMENT SEGTI ON 44.APPED.U1 E V DIITH FILTER A GORRI606ATED HIGH DEN5ITY I® � ® ® ® I GREASE TRAP= 5'MINIMUM o WOVEN WIRE FENCE(MIK 141/2 6AUGE W/ N i ® ® ® ® © PUMP STATION = 5'MINIMUM o MIX 25% PEAT M055 cv NOT TO 50ALE POLYETHYLENE(HOPE)HEAVY DUTY PIPE FOR I® ® ® ® I MANHOLE = 5'MINIMUM MAX 6 MESH SPACING)WITH FILTER CLOTH ;•:.'rQP.� :'. ` INTER(ONNEGTION OF ON-51TE STORM WATER I SANITARY SEPTIC TANK = 5'MINIMUM 3 _OP Z (DOGWOODS AND LEAGHING POOLS Z I r ao EVERGREEN5 ONLY) A.HOPE PIPE 5PE61FIGATION(AA5HTO M-214) - NON-RATEABLE O - - O 6ATHER EXGE% I I I I UNDISTURBED&ROUND „ " n B.IN5TALLATION OF HOPE 5PEGIFIGATION COLLAR MATERIAL 501E O N N 4- b IS MIN. b T`+ � VERTICAL SEPARATION DISTANCES FOR STORM � AT GORNER5 I COMPACTED SOIL (A5TM D-2321) GROUND WAS V DIAMETER DRAINA6E LINES: �i� 4 i' r' � 5AWGUT AT WATER 5ERVIGE LINES= 18"MINIMUM o 0 o O G.WATER-TIGHT JOINT TE5TING EMBED FILTER CLOTH EXISTING b'MIN. SANITARY WASTE LINES = 18'MINIMUM A MIN.OF 6"IN 6ROUND. U4' PLANTI N( PIT PAVEMENT 5PEGIFIGATION(A5TM 0-3212) (PENETRATlow GONSTRUGTI ON SPEG I F I GAT I ONS SECTION VIEW MINOR TREE-5 ' PAVING SPECIFICATIONS: D.GASKET 5PEGIFIGATION(A5TM F-477) - - - RATEABLE 501L 6'RCA,4 1/2'BINDER COURSE I. FILTER FABRIC 5HALL HAVE AN E05 OF 40-&5. BURLAP MAY BE U5ED FOR SHORT SPEG'S FOR TREE PLANTI NC MILLTO TOP 11N6. I WITH 1 1/2'TOP COURSE UNDERLYING SAND AND 6RAVEL STRATA TERM APPLIGATION5. 2. GUT FABRIC FROM A GONTINUOUS ROLL TO ELIMINATE JOINT5. IF JOINT5 ARE NEEDED GONSTRUGTI ON SPEG I F I GATT ONS PAVEMENT d I 4'TOPSOIL d SEED TYPICAL STORM HATER I. TREES SHALL BE AN APPROVED SPECIES,GROWN UNDER THE SAME CLIMATIC BLEND WV NEW PROVIDE COVERS- THEY WILL BE OVERLAPPED TO THE NEXT STAKE. CONDITIONS AS THE PARTICULAR SITE. THEY SHALL BE OF SYMMETRICAL 7 LEAGHI NO POOL (52) DETAIL USE: HEAVY�'-WATERTIGHT,INSECT-PROOF 3.5TAKE MATERIAL5 WILL BE 5TANDARD 2" X 4" WOOD OR EQUIVALENT. METAL WITH A I.WOVEN WIRE FENCE TO BE FASTEN®SECURELY TO FENCE P05T5 WITH WIRE TIES GROWTH,FREE OF IN5EGT PEST AND DISEASE,SUITABLE FOR STREET TREE USE. ............................... ADJUSTABLE AND LOCKING CAST IRON FRAME AND COVER MINIMUM LENGTH OF 3 FEET. OR 5TAPLE5.P05T5 SHALL BE STEEL EITHER'T'OR 'U"TYPE OR HARDWOOD. 2. THE AVERA6E TRUNK DIAMETER MEASURED AT A HE16HT OF 51X INCHES ABOVE NOT TO 56ALE TO BE SET AT FINISHED GRADE OVER EACH OPENING(1YP) THE FINISHED GROUND LEVEL SHALL BE A MINIMUM OF THREE(3) INCHES. 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE W GAMPBELL 1182 G OR APPROVED EQUAL 4. 5PAGE 5TAKE5 EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS 3. ALL PLANTING SHALL BE DONE IN CONFORMANCE WITH COOP HORTICULTURAL FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF FENCE SHALL BE WOVEN WIRE 12 I/2 GAUGE 6"MAXIMUM MESH OPENING. PRACTICE. THE FOLLOWING IS DECLARED TO BE GOOD HORTICULTURAL /\//\//\//\// NOTE: ADDITIONAL GLEAN OUT SHALL BE PROVIDED FINISHED GRADE THER_ PRACTICE: `/\\/\\/\\/\\/ IN INTERIOR OF BLD6,NO HOUSE TRAP SHALL BE WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. / �j�ij r/ /j ij // / //\//\//\//\// 24' 24' 5. FABRIG SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BAGKFILLED. IT 3. LAPPED BYWO 51X I INCHES AND FOLDED. ILTER CLOTIN EACH H Sf+ALL BE EITHER FILTER X,5HALL BE OVER- (T) THE TRUNK AMP THE TREES BE STAKE BE WRAPPED WTWOWITH BURLAP OR KRAFT PAPER TREE WRAP /�/\ \ \ /\�/\\%\\%/\\%\\%/ PROVIDED PER IRG 2015,P3201.4 8"MIN TRAFFIC /\/\/\/\//\//\//\//\//\//\//\//\// 20 MIN 20 MIN SHALL BE 5EGURELY FASTENED TO THE 5TAKE5 AND FRAME. (2) CEDAR POLES SECURED To THE TREE BY MEANS OF WIRE THROUGH RUBBER i\\ \\ \\ \\ \\ \\ \ \ \ \ \ \ f _ - �`+ BEARING SLAB 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE GRE5T OF THE FABRIG MIRAFI IOOX,STABILINKA TI40N,OR APPROVED EQUIVALENT. / // // // // // //\//\//\//\//\//\// SUITABLE COVER :`+ 4.PREFABRICATED UNITS SHALL BE 6EOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. HOSES. (5EE PLANTING DETAIL SHEET) STOPPER OR TO 6RADE FOR OVER FLOW STABILITY. MAXIMUM DRAINAGE AREA I AGRE (3) ALL TREES SHALL BE TRANSPLANTED BALLED AND BURLAPPED,AND THE SAWGUT DETAIL END I - - - -'; ____- 5.MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN BALL SHALL BE AT LEAST TWO AND ONE HALF(2Y9 FEET IN DIAMETER. NOT TO SCALE INLET --- Zo - �. "BUL6E5"DEVELOP IN THE SILT FENCE. (4) ALL TREE PITS SHALL BE BAGKFILLED WITH TOP501L. OUTLET 4. ALL TREES L15TED UNDER(1)HEREOF SHALL BE BRANCHED NOT LOWER THAN NOTES: MIN 4"DIA. " FLOW LINE MIN 4"PIA. FILTER FABRIC 51X(6)FEET-WITH AN AVERA6E HIE16K OF 10 TO 12 FEET WITH A MINIMUM I.FOR GLEANOUT(5)LOCATED IN 5DR 35 PVG I b 5DR 35 PVC U.S.DEPARTMENT OF AG-RIGULTURE U.S.DEPARTMENT OF AORIGULTURE SPREAD OF TOP OF 4 FEET. NATURAL RESOURCES CONSERVATION SERVICE DROP INLET NATURAL RE50URGE5 GON5ERVATION SERVICE SILT TRAFFIC AREAS,PROVIDE WITH PIPE OR AL G PIPE OR NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL GON5ERWATION NEW PORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE TYP I GAL TRAFFIC BEARING FRAME AND EQUIVALENT aI , � I EQUIVALENT �' ) 1Y� NEW YORK STATE 501L d WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE 501L d WATER CONSERVATION COMMITTEE -SEWER PIPE 2.FOR WITH BUILDING PITS ED T IN. I o a� WALL I 4 PITCHED MIN. C'7 EXTERIOR 30"ELBOW F_XTENNONS/GONNEGTION5. �° Ye IN/I FT �O GLEANOUT I I = r WPLED 1 OY AB LIGHTING WALL MOUNT DOWNLIGHT, FULL CUTOFF, N.T.5. I 4 I W CONCRETE DOME TOP X X X X � FULLY SHIELDED LUMINARE - INTERNATIONAL DARK 5KY5 •r APPROVED FIXTURE . 8'CHAIN LINK ,,.-_ . �., CHAIN LINK FENCE W/6REEN X FENCE W/GREEN X - - - - - ° -6'0 STEEL PIPE PRIVACY 5LAT5 PRIVACY SLATS .. LED INFO: DRIVER INFO: " Fry d � X WATT5: IOW TYPE: GON5TANT CURRENT WE CONCRETE FILLED �„ ,v,: _ W m m d PAINTED YELLOW ,. k� COLOR TEMP: 3,000K 120V: O.IA SEPTIC TANK 1200 COAL. ,_,.,� `o w In X X 2� ` COLORFES AN:ACCURACY:00,000 l 240V: O.O A _ NOT TO SCALE X Z � LUMENS: 8�6 277V: N/A PROVIDE PROPOSED COVERS TOOL fi3® 12'o.G.E.W EFFICACY: -15 LPW INPUT WATT5: 12H ADJUSTABLE AND LVY OCKING CAST IRON FRAMEAND CO NOTES: �(]° < ° CRq� EDGE A 10 xl0 CONCRETE COVER I. CONCRETE TO TEST 4000 P.5.1 ® 28 DAYS � Q 1.(� . PAD FOR EFFICIENCY: &3% TO BE SET AT FINISHED 6RADE OVER EACH OPENIN6(TYP) 2. REINFORCEMENT MEETS A.5.T.M. A-615,A-05 5PEG5 2 - - OL"TER CAMPBELL 102 G OR APPROVED EQUAL 3. ALL SANITARY PIPING TO BE 4"� 5DR 35 PVG 0 O \//�\//�\� ♦I L� j♦ a ° X x VANLED l0Y/PCS RAB LIGHTING LOW-PROFILE VANDAL-RESISTANT FIXTURE FINISHED GRADE 4. ALL PIPING INSTALLED UNDER BLDG SHALL BED GA5T IRON,AND SHALL REMAIN GA5T w 0 \\ \ IMBED 1 .r �W�.,, Z ILI HT55 G ELIN�MOUNT TOFRE55 D DJUNGTION WITH PROPOSED i^ IRON LEAVING THE BUILDING TO A DISTANCE OF 5 AWAY FROM BLDG PERIMETER. 5. GALG 5 AND DESIGN PERFORMED IN AGGORDANGE WITH SGDHS SPECS. MOUNTING '} KNOCKOUT TEMPER OR DIRECTLY TO GIELING SURFACE. g ') ,) CHIMNEYS 1 I 4 N __.Aim L2'SAND BAND 20 MIN X X � I; ♦ 5, 5a, N I b f� ` INLET _____ _____ FENCE EDGE BEAM 2-#5 TOP d r °• ----- t LED INFO: DRIVER INFO: ____ PROPOSED ' ; AUG ` 4 O1 I 3500 CONCRETE TO EXTEND 10'MIN. BOT.GONT. I WATTS: ION TYPE: CONSTANT CURRENT F 8'MIN TRAFFIC BELOW FIN.GRADE _..-,......_ 1-O W/#3 TIES® COLOR TEMP: 31000K 120V: 0.30A MIN.4.0 5DR 35 PVC PIPE I- BEARING SLAB J 24 t OG. f 1 Uj f-----I PLAN VIEW DOLOR ACCURACY: "f2 GRI 208V: WA oREQUAL,PIruNEDYa`PER ®� a PROPOSED HORK: °. I- Ll0 LIFE5PAN: 100,000 240V: N/A LIN FT MIN 0 REMOVE DOME FINISHED GRADE SEGT I ON ®�®� LF POOL. NSTALL 2'HHIRING + LUMENS: 1,4�00 2T1V: N/A � ON TOP OF EXI5TIN612'H RINGS. ENGINEER, BOLLARD DETAIL EFFIGAGY: IOq LPW INPUT WATT5: 15H INSTALL 8 H TRAFFIC BEARING SLAB SCALE: N.TS. DUMPSTERS ENCLOSURE EFFICACY: I o� NEW IOq LPN I D ON 14'H RIN65. NOTE: �G )' , SCALE: N.T.5. � PIPE INLET AND OUTLET INVERTS PER ALL WATER LINES SHALL BLDG. UNLESS P FP�� T• 80r1O�`f'�; 'MODIFIED SANITARY SYSTEM BE 4'-b" BELOW GRADE. OTHERN15E ` GAlculation 5lmlma,9 _� ENLARGED PLAN,THIS DWS. DIRECTED. > fn y 10'-0' p .. . Label Dewiptlon Oak Units Avg Max Min Avg/Min Max/Min Pt5par mpcTb `n s' MIN. Z ADJU5TA5LE GURB BOX ,; " `� _' �BINGHAM 8 TAYLOR m 2 4'-0' 4 GOICPts 51te Readings Taken at O-0 AF6 Illuminance Fr, 021 4.76 0.0 N.A. N.A. 3 3 } I COLLAR = m o z FIG. No. 4g01 BUFFALO SIDEWALK � TYPE,COMPLETE OR 0 0 APPROVED EQUAL. ��rEss�o� + + + + a. RAB NOTES: I 'THE LIGHT L055 FACTOR(ELF)15 A PRODUG OF MANY VARIABLES,ONLY LAMP L I CURB STOP MUELLER GON5TRUGTION E:XPAN51ON JOINT + + + LUMEN DEPRECIATION(LLD)HAS BEEN APPLIED TO THE CALCULATED RESULTS I 8'DIA PROPOSED i"WATER SERVICE H-15204 OF JEFFREY T. BUTLER, P.E. JOINT EVERY 4' ��� EVERY 20' + +a + W55 OTHERWISE NOTED. THE LLD 15 THE RESULT(QUOTIENT)OF MEAN LUMENS (COPPER PIPE). APPROVED EQUAL. PROP. 15T'G + ��6 /INITIAL LUMENS PER LAMP MANUFAGTURERS SPECIFICATIONS. Q 4" POURED IGE AREA: 460 5. . + . . . . f ILLUMINATION VALUES SHOWN(IN FOOTGANDLE5)ARE THE PREDICTED RESULTS b'MIN. ' _: + + . . . . . . . . . . . . . . . . . . . . . PENETRATION z „ CONCRETE 0. EEL.®6525 FOR PLANES OF CALCULATION EITHER HORIZONTAL,VERTICAL OR INCLINED AS <` +. + g + DE516NATED IN THE CALCULATION SUMMARY. METER ORIENTATION I5 NORMAL TO INTO A VIRGIN m 5EE DETAIL B SEE DETAIL A oo . . . . . . . . . . . . . . . . . . . . . . . . Z 2fO� <z + + . . . . . . . . . . . . . . THE PLANE OF CALCULATION. STRATA OF HIGHE5T RECORDED GRND WATER I" 5ERVIGE5 ~ +. + Oi5 �\ �/ + + SAND AND CORPORATION 5TOP4ELLER p - " - 'i - ' ' • -• - • - - " - - . . . . . . . . . . . . . . . . . . . . . "THE CALCULATED RESULTS OF THIS L16HTW 51MULA11ON REPRESENTS AND GRAVEL (5EE PLAN FOR Q v I.0 ;o- H-15000 OR APPROVED EQUAL is L L + + 01 + + - + DE5TINATIONS) ANTIGIPAIED PREDICTION OF SYSTEM PERFORMANCE. ACTUAL MEASURED + .2 PROP05ED + �. .•. . . . •, RE5ULT5 MAY VARY FROM THE ANTICIPATED PERFORMANCE AND ARE SUBJEGT BAGKFILL MATERIAL WITH APAG FULL BODY 5UPPORT Z H Q/ - + + + d V'2" 5TY 5TEEL BUILDING + + .EX.PNL. . . . . . . (GLEAN SAND d GRAVEL) IN5ERT 5ERVIGE SADDLE / 10-1. Z 1" Q TO MEANS AND METHODS WHICH ARE BEYOND THE CONTROL OF RAB LIGHTING, MODIFIED _ + + o, TL. AREA: b,g60 S.F. O + INC. Q b" POROUS _ �� F.FL.EL. ® 65.25' . . . . EXI5TING WATER 5ERVIGE rI '�- Z m LU E TIN A . . . . . . . . . . . . SAN I TAR*)( LEAGH I NC POOL (LP) Z r°�� o X z } MATERIAL � (NO BASEMENT) MOUNTING HEIGHT DETERMINATION IS JOB 511E SPECIFIC OUR LIGHTING v 51MULArION5 ASSUME A MouNr1NG HEIGHT(INSERTION POINT of THE LUMINAIRE HATER 5ERVIGE GE DETAIL ° EX15TIN6. PROP. lye 5T. SYMBOL)TO BE TAKEN AT THE TOP OF THE SYMBOL FOR CEILING MOUNTED NOT TO 5GALE O {- u CL JOINT ASPHALT PAVEMENT y2 HEATED WARp.Iq�AREA; . . . . . . . . LUMINARIES AND AT THE BOTTOM OF THE SYMBOL FOR ALL OTHER LUMINAIRE O YV RADIUS SEALER TO REMAIN I.0 � 4,860 S.F. MOUNTING GONFIGURATTONS. N.T.S. � � � m � � y4■ 2.0 FFL EL.®bs2s' "frfw yx an Z v v dJ Ca < D 2 e 'RAB LIGHTING,INC.LUMINAIRE AND PRODUGT'DE516WS ARE PROTECTED UNDER U.S. &LONG 15l ANl7 INSTALLATION REQUIREMENTS FOR HATER 5ERV1 GE5 w I d t, ' ` • p ` O.5 PROP. ►Y2 STY . . AND INTERNATIONAL INTELLEGIUAL PROPERTY LAWS. q Q� �o OPEN AREA: O� • . . PATENTS ISSUED OR PENDIN6 APPLY. I j (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY, APPENDIX 3) 1. LU ° o I ' _o _ o d - 2.O D Via' 1,140 S.F. �0 c�' 7� INSTALLATION OF SERVICES-SUBDIVI510N5 G. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT 15 UTILIZED IS NOT NOTE: _ ' u _ _ t '� 0.1 B `� F.FL.EL.®b6.25' �-'� B 500-272'��80 1811 INSTALL PIPING 41/2'DEEP FROM THE HOUSE To TINE EXISTING STUB VAULT(TIE IN AT AUTHORITY'S ACCEPTABLE.(BRASS CoU l%6 ARE REQUIRED) a' (Y < ALL GONGRETE ts 2.0 1.0 THE LIGHTING ANALYSIS,EZ-LAYOUT,ENERGY MALY515 AND/OR VISUAL 51MULATION5 O.2 www.dignetnycli.com or COPPER TAIL) D. TWENTY(20')FEET OF GOPPER 15 REQUIRED FROM INSIDE THE BUILDING TO W TO BE 4000 PSI � � (LIGHTING DESIGN)PROVIDED BY RAB LIGHTING,INC.(RAB)REPRESENTS AND b 2.0 D 05 ANTIGIPATED PREDICTION OF LI6HTIN6 SYSTEM PERFORMANCE BASED UPON DE516N www•ca11811.com(for other states) INSTALLATION OF SERVICES--EXI5TTN6 STREET d WATER MAIN THE START OF THE PLASTIC PIPE. �-I O X # O AIR ENTRAINED o�s �s,r�¢ 17 01 PARAMETERS AND INFORMATION PROVIDED BY O11iER5. THESE DESIGN PARAMETERS I. INSTALL PIPING ON THE PROPERTY,4 1/2 FEET DEB'FROM THE BUILDING TO THE PROPERTY SERVICE LINE INSPECTION PROCEDURES F---1 + AND INFORMATION PROVIDED BY OTHERS HAVE NOT BEEN FIELD VERIFIED BY RAB Bylaw,excavators and contractors working in the five LINE.A MINIMUM I'SERVICE LINE 15 REQUIRED. I. GALL 1TiE NEW SERVICE DEPARTMENT TO RECZl1E5T AN INSPECTION WHEN YOUR WORK 0 � H ° boroughs of New York City and Nassau and Suffolk Counties 2. LEAVE A I'RISER ABOVE THE 6ROUND LEVEL AT THE PROPERTY LINE WITH THE END 15 COMPLETED.(ONE R61NE55 DAY ADVANCED NOTICE 15 REQUIRED) j ° DETAIL "B" DETAIL ��/��� 2A AND THEREFORE ACTUAL MEASURED RESULTS MAY VARY FROM THE ACTUAL FIELD on Lon Island must contact Di Net,1 800-272 4480 or 811, CRIMPED. GONTRAGTION JOINT y2" x 3%4" PREMOULDED + CONDITIONS. RAB REGOMMEN05 THAT DE-516N PARAMETERS AND OTHER g g 2. 50MEONE MUST BE PRESENT ON THE DAY OF INSPECTION. N I. INFORMATION BE FIELD VERIFIED THE REDIZE VARIATION. at least 48 hours but no more than 10 working days(excluding 3. 5ERVIGE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMII7ED AT TIME OF 3. IF REIN5PEG110N IS NECESSARY,A$25.00 FEE MUST BE PAID PRIOR TO THE ° 1- EXPAN51ON JOINT PAR + RAB NEITHER WARRANTEES,EITHER IMPLIED OR STATED WITH REGARD To ACTUAL weekends and legal holidays)prior to beginning any INSPECTION.MEASUREMENTS ARE TAKEN FROM TWO(2)NEAREST CORNERS OF THE BUILDING REIN5PEGTION. Z d- O5 + + MEASURED LICHT LEVELS OR ENERGY CONSUMPTION LEVELS A5 COMPARED To mechanized digging or excavation work to ensure underground TO THE END OF YOUR PIPE AT THE PROPERTY LINE.SERVICE LINE MEASUREMENT FORMS ARE 4. LEAVE THE TRENCH OPEN.DO NOT BAGKFILL THE TRENGH UNTIL OUR INSPECTOR HAS LL .. 1N05E ILLUSTRATED BY THE LIGHTING DE516K RAB NEITHER WARRANTEE5,EITHER lines are marked.Excavators and contractors can also submit AVAILABLE AT THE NEW 5ERVIGE DEPARTMENT. APPROVED THE SERVICE LINE. ° 51 DENALK PLAN AND ELEVATION V I ETAS LIGHTING �,AN + + locate requests on-line,through[TIC.If u do not current) 4. THE END OF THE PIPE AT THE PROPERTY LINE 5HOULD BE 10 FEET AWAY FROM ANY 5. IF THE SERVICE LINE INSPECTION PASSES,THE END OF THE PIPE BY THE CURB WILL Z 02 + + + IMPLIED OR STATED,NOR REPRESENTS THE APPROPRIAlENE55,GOMPLElENE55 OR � 9 you Y � � SUITABILITY OF THE L16HTIN6 DE516N INTENT A5 COMPLIANT WITH ANY APPLICABLE use ITIC,please call 1-800-524-7603 for more Information. OBSTRUCTION 5UGH AS TREES,TELEPHONE POLES,GATGH BASINS,OR DRIVEWAYS AND BE PAINTED BLUE.IF SERVICE INSPECTION FAILS,THE END OF THE SERVICE WILL BE NOT TO SCALE O'I + + + REGULATORY CODE REQUIREMENTS WITH THE EXCEPTION of TH05E SPECIFICALLY SHOULD BE AT A LOCATION APPROXIMATELY OPPOSITE THE POINT OF ENTRY INTO THE PAINTED RED. CD + + + STATED ON DRAWIN65 GREATED AND SUBMITTED BY RAB. THE L16HTIN6 DE516N 15 For safety reasons,homeowners are strongly encouraged to BUILDIN6. b. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M.IF YOUR INSPECTION FAILS. Z ° ISSUED,IN WHOLE OR IN PART,AS ADVISORY DOGUMENT5 FOR INFORMATIONAL call as well when planning any type of digging on their 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. 7. NO OTHER UTILITIES(E.6.6A5,ELECTRIC,GABLE TV,ETG)SHALL BE BURIED IN THE 4" THICK GONGRETE WALK w/BROOM 5WEPT + + O 30 15 0 30 60 q0 PURPOSES AND 15 NOT INTENDED FOR GONSIRUGTION NOR AS BEING PART OF A Property.Homeowners can contact us directly at b. ALL OTHER UNDER6R0UND UTILITIES MUST MAINTAIN A 10 FOOT GLEARANGE FROM WRIER WATER SERVICE TRENCH. FIN15H. CONTROL JOINTS @ 10' MAX. 5LOPE 1/4" 6RAPHIG SCALE 71. =30'-0" + + PROJECT'S CONSTRUCTION DOCUMENT PAGKA6E. 1-800-272-4480 or by calling 811,the national call before you 5ERVIGE. 3 a 12"O.G.E.W. dig number.For excavation work completed on personal INSTALLATION OF SERVICES--EXISTING STREET STUBS AFTER ALL OF THE ABOVE HAS BEEN COMPLEIID METER SETS TO I/2" ACROSS WALK. � ,GALL THE NEW SERVICE DEPARTMENT r0 5�PLAN property,it is the contractor's responsibility-NOT the I. INSTALL PIPE 4 1/2 FEET DEEP FROM THE HOUSE TO THE EXI5TTN6 STUB VAULT(TIE IN AT HAVE THE METER SET.HE MUST HAVE THE HOUSE NUMBER BEFORE THE METER GAN BE SET. homeowner's-to contact DigNet.Having utility lines marked AUTHORITYS COPPER TAIL) TAP LETTERS t`"7 . Luminaire Schedule prior to digging is free of charge. 2. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. TAP LETTERS CAN BE REQUESTED AFTER ALL FEES HAVE BEEN PAID,WATER 5ERVIGE HAS z D D D SPECIFICATIONS BEEN ESTABLISHED AND THE METER HAS BEEN SET. Symbol Tag Qty Label Arrangement TI Lamp Lumens Lum.Lumens LLF Descrlptlon MNT6 HT. Lum.Watts Arr. Watts Total Watts 1. TYPE'K'SOFT COPPER TUBIN6,MINIMUM 51ZE I"IN51DE DIAMETER. NOTICE: IF INSTALLING SEPARATE HOT WATER HEATERS,SEPARATE EXPANSION TANKS _ JEFFREY T. BUTLER, P.E. 15 NOT RE5PON51BLE FOR 2• CUSTOMERS VALVE: SHOULD BE INSTALLED. A 3 VANLEDIOY/PG5 51N6LE 4,200 1,400 1.000 LED IOW CANOPY FIXTURE 8.0' 50D 10.01 50A A VALVE MU5T BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDIN6. SWITCHING SERVICE TO HOMEOWNER-THE BUILDER CAN BRING IN A 516NED APPLICATION _-_-_ I- � SAFETY AND SECURITY RISKS DUE TO INADEQUATE I WARM LIGHT(30001U 3. PLASTIC PIPE 5PEGIFICATIONS: CARD 516NED BY THE BUYER,BUT IT MUST BE FILLED OUT COMPLETELY INGLUDING 50GIAL LIGHT LEVELS. THIS 15 NOT A RECOMMENDED LI6HfT -I - LAYOUT. IT 15 A DESIGN BASED UPON THE 50UTHOLD A PIPE MANUFACTURED AND DE516NED FOR USE IN POTABLE WATER SYSTEMS GAN 13E SECURITY NUMBER,DRIVER LIGEN5E ID NUMBER,CURRENT MAILING ADDRESS,AND CONTACT O B 6 WA M L16 SINGLE 5,256 8l6 I.000 LED IOW WA,FULLY 12A' 60A IOA 60A TOWN CODE - 5ECTION 2&0-12a AND SUB-SECTION INSTALLED FROM THE BUILDING To WITHIN 20'FROM THE PROPERTY LINE.THE LAST PANE N MBER•IT 15 RECOMMENDED THAT THE BUILDER ESTABLISH THE ACCOUNT AND GALL SP2 51 DENALK GR055 5EGT I ON WARM LIGHT t'3000a FULL CUTOFF,FULLY SHIELDED 1-12 - EXTERIOR LI&HTIN5 20'TO THE PROPERTY LINE MUST BE'K'SOFT COPPER TU5IN6. FOR A 015GONWGTION of 5ERVIGE,ALLOWING THE BIKER ONE WEEK TO ESTABLISH B. PIPE SHOULD BE CLA551FIED TO WITHSTAND WORKING PRESSURE OF 200 P.S.I.(WITH SERVICE IN HIS/HER NAME. NOT TO SCALE BUR5TTN6 PRESSURE RATED AT LEAST TWICE THE WORKING PRESSURE) of THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXGLU51VE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RE5TRIGTION5. C N/O/F JOHN 8 5U5AN PP05KISKI 51TE PLAN BASED ON I o ' i 1.8 2� GOMhtERGIAL BUILDING ORIGINAL SURVEY BY: www.dignetnycli.com PROP05ED WATER METER ._ . LONG_ I ry \' --_.,-- . ------ EROSION CONTROL MEASURE: Q� 63.1 4 ,, •�•�� ; � o or T/ 0 9 Ar,ro -- / WELL 150'+ NIGP.G.Of 0 YX CITY his 15LAND: .: --- - --- INSTALL SILT FENCE A5 SHOWN. FENCE SHALL 5 N PEGO SURVEYORS P z www.ca11811.com '�' Ns PROP05ED WATER SERVICE 3 6q 4� 56.6 1230 TRAVELER STREET o &SONG RAW for other states �hq � SOUND %� $ BE MAINTAINED THROUGHOUT DEMOLITION p ( ) /Fp CONNECTION POINT r�9 s �y 50UTHOLO,N.Y. IMI w Mq/N �� % I �r CONSTRUCTION PHASES AND REMAIN IN WORKING EXISTING U16 POWER /COMM GABLE TO STUB UP NEARBY 631-165-5020 O� �� 559°55'31 "E 63.14' , \ 1 \ , � . . - - CONDITION UP TILL PROJECT COMPLETION 6� 800-212-4480 81 I / 7 ,/ EXISTING UTILITY PANEL. UTILITY SERVICE PERSONNEL 631 765 17g1 FAX /" / �` SHALL REWORK EXISTING LINES AND PROVIDE A MEANS SURVEY DATED: 04-13-2010 5 .0 EXI5TIN6 UTILITY POLE EXI5TIN6 U16 5ERVIGE �y54('+ IN CURRENTLY PROVIDED TO EX.OFFICE TRAILER. LOCATION o / 10 ASPHALT 63q. b `OF GONNEGTION (JUNCTION BOX PER CODE) FOR THE LAST REVISED: II-04-2010 By law,excavators and contractors working in the For safety reasons, homeowners are strongly O 2� 5 . 28(5ERVIGE TO BE REWORKED TO PROVIDE POWER 1 q / / PAVEMENT _. 63. GE'9ATINUATION OF SERVICE LINES TO PROPOSED BLDG. 5 . 53. - ® TO REMAIN OWNER: five boroughs of New York City and Nassau and encouraged to call as well when planning any AND GOMMUNICATION5 TO PROPOSED BUILDING) 3 3. Suffolk Counties on Lon Island must contact type of digging on their roe Homeowners 4 63.0 PROPOSED ADDITIONAL ASPHALT(50q S.F) NORTH FORK RECYCLING g YP 99 g property. EXI5TIN6 516NA6E TO REMAIN 52.4 3 h 53.0 j ,\ m DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by +53.0' REPUTED LOGATION OF _\ _ _ - / / 6g\ 3�... + \ 64 5AWCUT EXISTING PAVEMENT PRIOR TO p I but no more than 10 working days(excluding calling 811,the national call before you dig PROPOSED I" RPZ IN HOTBOX ON P.G. EXI5TIN6 WATER MAIN i h INSTALLATION,SEE DWG 5P2 FOR weekends and legal holidays)priorto beginning number. For excavation work completed on \ms FROPOSM / NO RIGHT OF WAY SLAB,FOR INFO. SEE 'RPZ PLAN 1 ! �� � `;' , 5TORATION DETAIL any mechanized digging or excavation work to personal property, it is the contractors j2. .. . HOUSE CONNECTION AND OUTLET PIPE o ? '� 64.\ EXIST WITHIN 500 FT ensure underground lines are marked. responsibility-NOT the homeowners-to contact MAINTAIN ALL REQUIRED SEPARATION ' '" 65q � . \ FROM NEW BUILDING TO � .S OF PROPERTY Excavators and contractors can also submit DigNet. Having utility lines marked prior to D15TANGE5 WILE INSTALLING PROPOSED "'"' EXISTING SANITARY SYSTEM }. . i EX.I GAL.HEAVY DUTY 5EPTIG TANK FIG :>. locate requests online,through[TIC.If you do not digging is free of charge. WATER SERVICE 54.3 A� ffRAF 7q ?go h� WELL AND i, EROSION CONTROL MEASURE: currently use ITIC, please call 1 800-524-7603 . .fin `.52 b �, BEARIN5 SLAB 4 2-G.I.GOVER5 TO GRADE) \ WATER 5ERVIGE LINE EXISTING STORM DP.AINA6E Q / �� I en3d:m,`.E. \ • EX.B'xl2'EFF.DP.LEAGHIN6 POOL '� . / ' o' + + INSTALL SILT FENCE A5 SHOWN. FENCE SHALL BE for more information. .. .: :5:; TO BE ABANDO \ '�' LEAGHIN6 POOL,TOG = EL 52.5' �� Q Q NO RIGHT OF WAY fir..! (TRAFFIC BEARING NU I-G.I.COVER TO �q�64 + + br.4. .\6 . MAINTAINED THROUGHOUT DEMOLITION / o 8'd x 8'DP TO REMAIN a0 w Siw�rl„ao$PGccre 66.4 . 54.3 Y D�' EXIST WITHIN 500 FT �' PIPE CONNECTION AT SEPTIC T f' o PROP05ED. . . . . \ CON5TRUGTION PHASES AND REMAIN IN WORKING ER05ION CONTROL MEASURE: 53q 5 ' 4. 3 �� '�� �� OF PROPERTY r� TO BE INSTALLED AT INV. EL. O' Dip �, :"+ �+ + r + s bss LANO5GAPE AREA(2,62a SF) CONDITION UP TILL PROJECT MPLETION WOIF NORTH FORK � ?o LOGATION MAP: INSTALL SILT FENCE AS SHOWN. FENCE SHALL BE RESOURCES INC. V . . .' o- O >/ � i, •, + . + �.. SEE SHT 2 FOR'INFO . ZONING INFORMATION' MAINTAINED THROUGHOUT DEMOLITION / (GOMMERGIAL BUILDING / NOT TO SGALE N/O/F NORTH FORK 1, o • �� NO SURFACE WATERS/WETLANDS + + 55.3 h. . . . RE50URGE5 ING. / ti- . . . . . . . . . . . . . . . i O CONSTRUCTION PHASES AND REMAIN IN WORKING WITH PUBLIC WATER) 5 y .8 WITHIN 300' OF PROPERTY LINE (Gor1r1ERCIAL BUILDING WITH + PROP. 15TY + LIGHT INDUSTRIAL 'LI' CONDITION UP TILL PROJECT COMPLETION CONTRACTOR SHALL GLEAN(2) EXISTING DRAINAGE LEACHING POOLS 612 ICE AREA:gb05. . MIN PUBLIG WATER) f.::• FLPL.®6525' b . + + 5:2. . . LOT SIZE 40,000 M EXISTING STORM DRAINAGE ALONG ENTRANGE OF 51DE ON N.E. AND N.W. 51DE5 OF DRIVEWAY AT / A o +_ ,� g _ + . . 1 . . EXISTING: f211 LEAGHIN6 POOL,TOG = EL 52.3' THE COMPLETION OF CONSTRUCTION. -� Uf„V� 6 �o . • EX15T \ NcF q p lr�e /f`. h+5 INC fLEGTRIGAL N ! 300 S.F. (5.0 AG) EXISTING PWR/COMM 5ERVIGE SHALL BE / / r,. r° +c T �g( � 8V x 8'DP To REMAIN ND RIGHT OF WAY PANEL TO REMAIN ' Fsip FS PROPOSED: N.G. DISCONNECTED FROM THE EXI5TIN6 \. ( �. + +�\N �i + + - RETIRED ' F OFFICE TRAILER AND PARTIALLY 587 i � \ ��o tiTi EXI5T WITHIN 500 FT ,o TE57 L T•6 E STING LOT WIDTH; 100 MIN 1 �-� � EXISTING POWER/GOMM. SERV. TO BE REWORKED/REROUTED TO LEGEND: � � + �+=, +�,,z + + + ��.� • • • 65.0 AAA ONED I�ELL.Pl7 . O ABANDONED TO THE EXTENT INDICATED j .�� 5. 'STUB UP' IN LOCATION NEARBY EX. ELECTRICAL PANEL. INSTALL OF PROPERTY PROP05ED \ EXISTING: 30g 33' i. .' / EX.L + + 0. Q�' REQUIRED SPLICE/JUNCTION BOX FOR INTERMEDIATE CONNECTION -US US u - O �� T + o .'�X•� PROP.�ANDSCAPE S�REENIN6: •`��� PROPOSED: N.G. Q 5:1. �' UNDERGROUND LINES + + 4 lye STY STEEL BUILDING EX.S.T. FOR CONTINUATION OF PROPOSED s� POINT. FOR CONTINUATION OF POWER /COMM. 5ERVIGE LINE p� ham. + + .. o L. AREA: (0XbO 5.F. + �, �. \� � �, S,. 65 (13) b .Ff: DK AMERIGAN ARBORVITAE• WATER 5ERVIGE 6 . . . . . . . . LOT DEPTH; 150' MIN 1"�0 PUBLIC WATER SERVICE LINE \ SEE PARTIAL SITE PLAN (THIS DWG) ?�° F.FL.EL. ® 65.25 . PROP05ED + BOTANICAL NAME:'Tl. . . a ` 6 �. 56.6 LAN05GAPE AREA (1,5b6 5.F), (NO BASEMENT) N T . SEE PARTIAL SITE PLAN(THIS DWG) STORM DRAIN - sD 5D sD- OGGIDENTALI !NIGRA' �51 PLANT: TO 6.OG'SPACING, EXISTING: g05.41' 6� . . _ SEE 5HT 2 FOR INFO / PROP05ED: N.G. / 3.3 EXI5TIN6 ELEGTRIGAL EXISTING TEMPORARY STORAGE 3 PANEL TO REMAIN ° SANITARY PIPING � � b 4 \ 65.164 `�D ,T / SEE PLANTING b , DW6 5P2 'ry TRAILERS /BLDGS TO BE REMOVED . PROVIDE 5'W. P.G. WALK(467 5:F), PROP. U' STY bb., . . . . . FRONT YARD SETBACK; MIN �c�� STORM WATER FLOW ARROW d (STORAGE ITEMS No.1 THRU No.12) 6 2 r �v�-� Wo/F JOHN S SUSAN DRO5KI5KI / / \ SEE PVMT DTL, DWG 5P2 HEATED WAREH2OU5E A� EX 5TINC. EXISTING: I Iq.I' X 6q _. 3 "moo h q ��� FINISHED FLOOR ELEVATION FIN.FL.EL.= 63.5 II 4860 5F. �i A NOON D ELL/ PROPOSED: 58.1 EXIST. SANITARY SYSTEM TO REMAIN �o; St , COMMERCIAL BUILDING �N�W 9 \ , V2 5 \. .. . . o� PROVIDE STRIPING FOR / F.FL.EL.0 b525 0 Q EX. I,000 GAL. HEAVY DUTY SEPTIC �' - WELL Iso'+ o �, ° 51DE YARD 5ET13AGK: 20 MIN 64.4 5.7 \ �� 581 1 F ��'�\�N�o NEI6HBOPJII6 WELL wl OPEN ANTE �\O EX SPOT ELEV. x6.o \�q PROPOSED PARKING SPACES SET °o-a g s- 1,140 S.F. ' ak, . o w0 \ ti F.FL.EL.®bb25 l EXISTING: 55.1 TANK (TRAFFIC BEARING SLAB d G.I +64.q' '. w\. 0\-\ � EX.UTILITY POLE �� / ON EXISTING ASPHALT PAVEMENT. a ''�/ \ �\ �: SEE HG PARKING DTL, DW6.65PI 1 COVERS TO GRADE) / Ex.wELIrAND. �. o � �• � PROP05ED: lq.q' 66 +� 5 (K TER_5CIRMGE LINE \5 TEST HOLE . . �� Q q \ + + O • 5'x12' EFF. OP EXIST. LEACHING POOL 67.1 T\T\ T + / I \SO\\Q \ `�'S. to ABANDONED I 0 65.1' / b. (TRAFFIC, BEARIN6 W/G.I. COVER ,� . c \� \ . . . . . . . . . . . . \ \ � . 4 6 .I �� +SIDE YARD SETBACK CUMULATIVE: 40' MIN TO GRADE) / . \S�\'���J .... . . . . Ex15T1N6 . . . z a °� EDIGATED T WI INC ROOF RUNOFF - EXI5TIN6: 24b.0 r c T \\. ` ELECTRICAL PAW.. WO/F PRIME PURVEYORS � � EXI5TPIG Er(ISTIN6 SANITARY SYSTB•f OUT LET PIPE b1.2. �\\ 6 8 vTG REMAIN yqi COMMERCIAL AND RESIDENTIAL / 4.7 ASPHALT PAVEMENT 6 q 4 6 bb.0 + OR Vi►�(2 b'O+ L.D. STORM ORNG • PROPOSED: Ibb.l' ( \ ST � ',3�: o�P .. . N w r m TO BE GAPPED AND ABANDONED IN PLA6E i 6 \� ��� O '� TO REMAIN EX.P.G. LNCHING PO� NNEGT AS SHOWN `./ • { sT ���sr� . . . . . . 1. . . . . . . . . . . cS'C- / PROPOSED DUMPSTER AREA ON\ �° 6 6f21 SEE PARTIAL PLAN,TH15 DWG FOR ss� \�°�,�� `sTo\ EXi5T1 F SLAB To +p,6 PIAINTNAIN / L Q'D SEPARATION DISTANCES Q REAR YARD 5ET13AGK: 10' MIN :Q s \ iH �4 r CONNECTION TO PROPOSED BUILDING 6 .o �'� ��, ���\ `. . BANDor E. � /. EXISTING ASPHALT PAVEMENT °i y �� REMAIN �� + + + � . . . . . EXISTING: 541.8' \ \ T Q a \•q \ . .t.4�. . ." . .'.WEL 'PLT.'. . .6 .. . . . . . . . • �i b .4 \ NT 4.9 Q + • PROPOSED: 566.0' • \\ ° EXI5TIN5 \ . . . . . . J � SEE DETAIL, DWG SP2 EROSTbN TRRO MEASURE: EXISTING OFFICE TRAILER �. PG SLAB TO RECEIVE v �5 1 NI R 6 63.5 RELOCATED FUEL NKS ON PROPOSED 64a + + W r FF1I55 5A TA Y YIELD GAL 63 a 0' 65.1 /+ PRUVIDL T PROTECTION FOR ALL OPEN N TO BE REMOVED 3 \ c$c� �(1 PROPOSED BUILDING X,RE7JRED.157.WELL 10 W x I6 LG`':G. 5LA VEHICLE w + + + 1` LAN05GAPE AREA REQUIRED: 25% (54,450 5.F) � ALLOWABLE FLOW(DEN5ITY): e = PROTECTION. 5E PAVEMENT SECTION 9114 �L = i141 / 65� .. . . . . . . . . . . . . . • . . • . • . . . 5.5 \ O GRADE. SEE DTL DW6 5P2 (SEE PROPOSED PARTIAL 6 .4 q EXISTING WP C EXISTING: t21.56� (t46,g60 S.F.) I \ \ PLAN,TH15 DWG.) J 7. . ....... ... . . .\ GROUNDWATER MANAGEMENT ZONE: IV \ AND BOLLARD DETAIL, WG�SP2 + + �/ m PROP05ED: -25.08� (54,614 5.F) NO 5URFAGE WATER5/WETLANDS ` TEST ���` `A ''ABANDONED WEL. . o 6 a + + . . . \ O + + b 1l �. ALLOWABLE FLOW FOR SITE = 600 GPD/ACRE � F �/ WITHIN 300 OF PROPERTY LINE 635 - J. . .b4:q'.' . . . . . . ., \ \ + w / ®HOLE aA ,�� \o F /• TOTAL SITE AREA = 5.0 ACRES (t211,b00 SQ.FT) vo \ - . . MAXIMUM PERMITTED DIMENSIONS: �` EX15TI116 8 v EX GONG (b00 GPD/ACRE)(5.0 ACRE5) = 3000 6PD ALLOWED �V \ • d• ' + + ({� X o C �. . . . . . .'/. . . 3 \ ASPHALT PAVEMENT 65.1 �' � TO BE � � \ X X LOT GOVERAGE: 30% MAX(b5,340 50.FT) NO RIGHT OF WAY +b5.1' • Rl�V + + U_ EXISTING LOT: 2.15% (4,614 SQ.FT) �� To REMAIN /. eel / s`� bo.5 °° °� EXI571PJG \ �� + PROPOSED W .. O Z EX15T WITHIN 500 FT tP. � � 65`�' ,� ( SANITARY FLOhI GALL: �2 � Q \ 65.3 ¢ + . . . PROPOSED LOT: 3.20% (060 50.FT) OF PROPERTY 7\-' b4.3 6 bb.0 6YK LOCATION FOR \ LANDSCAPE AREA C3,446 S.F), EX.FUEL TAI It;S ON / \ RGA STORAGE \ 6 + 6 � gPROPOSED BUILDING AREA (b,gb0 5.F) BREAKDOWN: o SEE 5HT 2 FOR INFO (n O /.45'8 P.G.SLAB To BE v \ Vo/, OFFICE AREA: qb0 5F 6 .6 � + < 1!> BLDG HEIGHT: 35 FT. MAX \ REMOVED AND /�q 6.4 � 631 Q� \ 2 EXISTING LOT: ±12' ' 6 .4 .1 \ RELOGATEIP .8 6 . \ HEATED WAREHOUSE AREA: 4,860 SF b,000 5.F. o \ e• + bb ` NO RIGHT OF WAY LW d) PROPOSED LOT: t26' OPEN SPACE AREA: 1,14o SF } PARTIAL SITE PLA Qom° + . . . ... . . EX15T WITHIN 500 FT (Y 65. t-A. OF PROPERTY O NUMBER OF STORIES;2 1/2 MAX. / , . �� ��� \ b .2 I 1.2 FLOW RATES: p O) Z O EXISTING: I STY / �° 605 EX15TINO 63.8 }/ GENERAL INDUSTRIAL = 0.04 6PD/5F \ . . . . . (V PROPOSED: lye STY \ _°��. . .�. �w LOGATION FOR \ 65.3 NON-MEDICAL OFFICE SPACE = 0.06 6PD/5F 30 15 0 \ 3o bo o / }/ m FOR PROPOSED LIGHTING PLAN �� ? RGA STOP.A6E 6RAPHIG SGALE \ I" = 30'-O� `O` o o %0 5F X O.Ob CPO/5F = 51•b 6PD FLOW bl. 61.3 / ti SEE PA3 kTIA SITE PL l: : } \ \ SEE DWG No.2 �' 6,000 SF x 0.04 GPD/5F = 240.0 GPD FLOW % t TEST HOLE ��� '2 / ` \ \ FOR WORK IlV�THIS E 1. LU ��' TOTAL SITE FLOW = 2gl.6 GPO� } SEPTIC TANK CALCULATION: BY: YOUNG AND YOUNG 1 THIS DWG) . . . . . / (0E- DATE: MAY 23, Igg1 62 q . . 6 .o 61.3 \ 6 } ° 2g7.6 CPO X 2 = Sg5.2 6PD j �� �• z �\ SEPTIC TANK CAPACITY REQUIRED = 5g5.2 CPO RESERVED PARKING GALGS: P P \6 \ . . . PARKING REQUIRED ON 51TE PER TOWN CODE: ENG(�IEER: EL.b55 6ROUND LEVEL 0' p �� 4��` ���' �� 643 ���Q PARKING "NO PARKIN BROWN LOAM �.'.'.'.' ,y0 �o ° q LEAGHIN6 POOL CALCULATION: NO � ANYTIME• 5 x OFFICE; I SPACE / 100 S.F. OF GROSS FLR AREA O>= NF4 (OL) �• 6 7.7b1.7' \ \�° 2g7.b CPO / 15 6PD/S.F. = Igb.4 SF REQUIRED WAREHOUSE; I SPACE / 1,000 S.F. OF GROSS FLR AREA 6 .2 " _ - H. . P RKING 51 `y cON �° \ /moo NO RIGHT OF WAY 51DEWALL LEAGHIN6 AREA REQUIRED = Igb.4 5F O �,. PARKING PROPOSED OFFICE AREA: EL.b4.0 IS'BELOW GRADE O cW� �. } �� t , E ETAIL THIS HT) ! FINE TO COARSE `� / . 3 << T° �0 2 �b�.3' �� EXIST WITHIN 500 FT _ 9 ^` o RF EXISTING ��\ OF PROPERTY EXISTING 300 GPD SYSTEM OURRENTLY INSTALLED: q60 S.F. / 100 S.F. PER SPACE = 10 SPACES r- �+ - SAND (5P) a'�y /. . . j \ �OTo M�/N LOCATION FOR 61. . . ore • EX. I,000 GAL. HEAVY DUTY SEPTIC TANK(1fRAFFIG BEARING SLAB d 2 - G.I. COVERS ��► ANY m `. �I w O o FX C RFy�/ q RCA STORAGE �. TO GRAD �, PROPOSED WAREHOUSE AREA: 2 �:. 2 63.3 To otic 60.� f\ / NO 5URFAGE WATER5/WETLAND5 ( , TIME v 6000 S.F. / 1,000 5.F. PER SPACE = 3 SPACE v<1 I.� 3. . . RFV Wq� 60.3 h .4 WITHIN 300' OF PROPERTY LINE EX. b xl2 EFF. DP. LEACHING POOL (TRAFFIC BEARING W/ I - G.I. COVER TO GRADE) P4-6 O O, -25.0'BLW GRD �, r q'-O" 8'-O" 8'-O" I 8'-O" TOTAL PARKING REQUIRED = Ib SPACES EL.405 5 N 6 0 ' •• APPROVED FOR GONSTRUGTION STAMPED ON: 04-15-IggB 1 " (N.Y.S.D.O.TJ T 1` I _s s P�N }bh.7 •• S.G.D.H.S. REF. NO. GIO-g7-08 NO PARKING NO WATER ENCOUNTERED \ �. / (SEE SITE PLAN FOR LOG) HIGHEST EXPECTED GROUNDWATER HANDICAPPED PARKING PROVIDED ON SITE = I6 SPACES PER 5.G.WATER MONITORING WELL 60.5 . .:.\ `� \ - - b.\ \� THE EXIST. SANITARY SYSTEM CURRENTLY INSTALLED 15 RATED FOR 300 GPD. RK G ANYTIME SIGN TYPICAL PARKING DETAIL JEEFFREY' T. BUTLER, P.E. No.5323go.1 15 EL.1026'(NAVD2q) b NOT TO SGALE NOT To SCALE H.G. SPACES REQUIRED (OF TOTAL)= (I 5PAGE) 58.4 ---bo \� � THE EXISTING SYSTEM MEETS 5GDH5 REQIUIREMENTS (SIZE AND GONFI6URATIOf� PA IN SIGN 55.4 0 \ EXISTING SITE DRAINAGE GALG.: FOR PROCESSING THE PROP05W SANITARY FLOW OF 29Tb 6PD. NOT TO SCALE �. VOLUME = AREA x RAINFALL x COEFFICIENT Q EXI5TIN6 LOCATION F R / AREA = 5URFAGE OF RUNOFF ORI61N(50.FT) G G O RCA 5T\E �_ f l}/ C,OEFFRAINFGIENT20F ASPHALT = ID PROP05ED HEOEXRISKTIN6 SEPTIC TANK TO THE OUTLET OF THE INTERNAL WASTE PIPING FROM PROPOSED BUILDING. PROPOSED SITE TE PL�N: f / 51.5 --58- 58.0 SITUATE AT: / 1 Q9 5 .4 . 41 COEFFICIENT OF 6RAVEL,DIRT,RGA = 0.40• •• PROPOSED SANITARY OUTLET PIPING SMALL BE CAST IRON AND SHALL PROJECT FROM THE BUILDING OO 58.1 11' i - 3475 COX LANE GUTGHOG(JE,NY o �`3, bo. /�� \ aw 2 *BASED UPON 5U56RADE OF FINE TO GOAR5E SAND FOUNDATION A MINIMUM OF 24" IN LENGTH. TOWN OF SOUTHOLD 0/ }- 9 fi? 51.0 561 h/ of INSTALL HOUSE TRAP AT BUILDING FOUNDATION. CONNECT A 4 P CLA56 2400 PIPE (5DR) TO THE OUTLET SUFFOLK COUNTY,NEW YORK v Z LL CQ \e. o } EXISTING DRAINAGE SYSTEM No.l END OF HOUSE TRAP PIPE I� _ O r�, �� T14E NEW INLET PIPE TO SEPTIC _ SGTM NO.: 1000-83-03-04.7 Z J�j T- Q INCLUSIVE ASPHALT DRIVEWAY ENTRY = 4,000 5.F. • •• INSTALL THE SEPTIC TANK INLET PIPE CONNECTION®NV. EL. b2.0',(5,J) 5HALL BE PITCHED A MIN. OF Y4 /L.F. FROM PROP. BLDG TO S.T. EX15TING WATER SOURCE-PROPOSE WATER SOURCE-PRIVATE WELL TO BE ABANDONED • • Z PUBLICSERVICE Iv O } �f / 56.3 1 •• I E. 62.0' WILL MAINTAIN THE b" SEPERA,TION BETWEEN SEPTIC TANK INLET d OUTLET PIPING REQ'O BY 5GDH5. TOWN ZONING: LI (LIGHT INDUSTRIAL) �i Z Z O � 4,000 5F x O.Ibl' x 1.0 = 661 GU.FT. NOTE: NEW PIPE CONNECTION DOES NOT ALTER SEPTIC TANKS CAPACITY GROUND WATER MANAGEMENT ZONE: IY Q � EXI5TIN6 EXISTING DRAINAGE 5TRUGTURE5 PROVIDED: A. LIQUID DEPTH = 4' HI6H (NO CHANGE) FEMA FLOOD ZONE: N/A v O O < (� \ / / RFC_ 55.b LOCATION FOP. \ } EXISTIPIr MONITORING B. VOLUME = I p00 GAL (NO GHAN6E) DATUM: ELEVATIONS AND TOPO REFERENCED TO M5LR- Y WELL5 ON NEIGHBORING 2 - b x 12 LIQUID DEPTH = SrR� PGA STORAGE \ `� PROPERTY 615 b4 GU.FT. OF VOLUME PROVIDED Z l� L < 58 00 h�' c` 51TE DATA: EXISTING: PROP05ED: qfi 4-, 5 0 \ / t G� EXISTING DRAINAGE SYSTEM N0.2 (Y O +55.�i"� \ 5. ,/ INCLUSIVE OF: AREA OF SITE: t217,300 S.F. N.G. z O 5 . '0` / 3 tfN (5.0 AC) N.G. OFF . . . 56b / /. \ o� EXISTING GRAVEL/RGA = 151,g00 S.F. OREGON ROAD BUILDING AREA: QI ( < O io q/�X �26-i,NcT T84 / 54.4 �! EXIST. ASPHALT DRIVE 4 MANEUVERING AREA = 24,500 S.F. 2001OFF59 OFFICE TRAILER 644 S.F. TO BE REMOVED W O J V O TEMP 5TOR No.1 260 S.F. TO BE REMOVED (y 55.6 / \ i�54` \ PROPOSED ASPHALT = SOq S.F. :•D I I..L, X # �0 hiT /Fr 'v l 54. / PROPOSED_- •/ APPLICANT: NO BULDINGS AND TEMP 5TOR N0.2 24b 5.F. TO BE REMOVED Z O Q //,-o Z°yos jj i -5TORMHATER CONTAINMENT AND MORTON BUILDINGS 151,g00 5.F. x O.IbI x 0.40 = 10,530 GU.FT. STRUCTURES WITHIN y U5E; TEMP 5TOR No.3 312 S.F. TO BE REMOVED I- v ~ c �j .]� , j9.•. , . 200'OF PROP.LINE TEMP STOR No.4 312 S.F. TO BE REMOVED C IJ LL wqT 1 \ RECHARGE AREA 22355 COX LANE,UNIT N0.4 25OOg S.F. x O.Ibl' x I.O = 4,111 GU.FT. G4F4�ERGIALRBITAL v LL O i STORAGE REQUIRED: 14,101 GU.FT. VOL. N \ uSE:DNlELLIN6 TEMP 5TOR No.5 232 S.F. TO BE REMOVED Z N - A�A: t11,310 SOFT. � GUTGHO6UE, NY I Ig35 I � TEMP STOR Nob bbb S.F. TO BE REMOVED 5T09 E VOL.: i21,500 GUPT., / 631-734-4060 STORAGE PROVIDED IN 5TORMWATER CONTAINMENT NO BULDING5 AND STRUCTURES WITHIN TEMP STOR No.7 10 S.F. TO BE REMOVED I �� AND RECHARGE AREA = ±21,500 GU.FT. 200'OF PROP.LINE -` USE:........ 1 TEMP 5TOR Nob 312 S.F. TO BE REMOVED � 1� U NO RIGHT OF WAY ��,, O EXIST WITHIN 500 FT " � \ ti �• LEG END: ,�] �:sTOR�E-� I� TEMP STOR No.q 324 S.F. TO BE REMOVED � - � z � \.. WM►. o TEMP 5TOR N0.IO Ip42 S.F. TO BE REMOVED Z CD OF PROPERTY UNDERGROUND LINES -us us TEMP- A/ 6 TEMP 5TOR NOII2 12 S.F. TO BE REMOVED 0 BPi SERVICE PROP05ED D I AGE G G: USE:OFFICE U56I? IU% h Al O 1 2011 (� NO SURFACE WATERS/WETLANDS o� jj1 q. . YJATBZ 5 PROP RAN AL NO BULDINGS AND n METAL BUILDING WA 6,g60 5.F. v WITHIN 300' OF PROPERTY LINE F��M��SOtis '9�?. STORM DRAIN 5D so 5D - VOLUME = AREA x RAINFALL x COEFFICIENT STRUCTURE5 WITHIN 9 XX 0 200'OF PROP.LINE EX. 51TE BLOO Np C � � SANITARY PIPING -ssss AREA ° SURFACE OF RUNOFF ORIGIN(SQ.FT) �,�� BLDG COVERAGE: A• 2.5SK S.F. 3��5•F. Planning Board RAINFALL = 2 0.161 P A IIS E : STORM WATER FLOW ARROW d COEFFICIENT OF ROOF RUNOFF = 1.0 OVERALL SITE PLAN FINISHED FLOOR ELEVATION FIN.FL.EL. = NO BUILDINGS AND USE: I PROPOSED DRAINAGE SYSTEM No.3 STRUGINRES WITHIN LEAGHIN6 POOL / � EX.SPOT ELEV. x6.0 ROOF AREA = 6,g60 5.F. 200'OIF PROP.LINE AREA OF D15TURBAW-Z 3bk-lb SQ.FT. O 6g6o 5F x 0.161' x IA = 1,162 GU.FT. r ff-f SGDHS REF. No. spi w/OPEN GRATE -'� EX.UTILITY POLE �� USE WAREHOUSE 50 25 O 50 100 150 200 250 TEST�� 2 -b'� x 14' LIQUID DEPTH = KEY MAP• 2aa OFFSETDHS APPROVAL AREA: 6RAPHIG SCALE 1 = 50-O 1,162.12 GU.FT.OF VOLUME PROVIDED 56ALE: I = 200-0 C� PRIOR SGDHS REF. No. CIO-q-7-0008 of 2 >' 0 CAST IRON FRAME AND GRATE/GOVER CAMPBELL 1182 G OR APPROVED EQUAL 5EPARATION P15TANGE REQUIREMENT5 FOR A5PHALT CONCRETE - TYPE b 5TORMWATER LEAGHIN6 5TRUGTURE5 AND ' - O WIRE FENCE IN. -- --- -- - - - ---- MIN.LENGTH FENCE WOVEN M 36 LEN6 NOTE: -- - - -- - - P05T5 DRIVEN MIN Ib" 141/2 6A 16E W/MAX.b' PHA .0 �- b PIPING (OTHER THAN RESIDENTIAL): o 2"X4" WOOD FRAME EVERGREENS SHALL HAVE As LT BAST=Go_ RSE FINAL GRADE HORIZONTAL SEPARATION DI5TAWE-5 FOR STORM INTO GROUND. MESH 5PAGINS) THE SAME PIT AND BALL p �'%??\% /�/.�//// l/�1/`�T�T�'/. .�'/.�%.��/�!/ �/\' �/ z ; .:... V TRAFFIC, DRAINAGE LEACHING POOLS: v `� PROPERTY LINE = 10'MINIMUM T 15 RE5COMMENDED REQUIREMENTS AS MINOR i STONE BLEND BASE -95% COMPACTION(STANDARD PROGTOW / I I BEARING�� BUILDINGS WITH CELLAR = 10'MINIMUM � 5TAKE-�\ b'MAx c.To c. TREE5 NO STAKING REQUIRED. i���i �`%1`\`\1 `%`���`%`%�`%� `%�` `%�`%�`%�`i/�`i/�`i�`i/ I5"PIPE DIA.MIN. 1 l�� �u I%MIN.(AS REQUIRED) 1 APPLICABLE) 13UILPIN65 ON SLAB = 10'MINIMUM F FABRIC I I WATER SERVICE LINE/LATERALS/MAIN5= IO'MINIMUM �� PIPE: UNDERGROUND UTILITIES = 5'MINIMUM r HIGH DENSITY POLYETHYLENE(HOPE) SANITARY SEPTIC TANK= 20'MINIMUM p -� �- PAVEMENT SECTION (MINIMUM THICKNESS) ® P ® ® 1 REINFORCED DOUBLE STRAND #12 SIZE SANITARY LEACHING POOL 20'MIN' L H = IMUM a ASPHALT CONCRETE DRN INLET TO SD GOWN= 10'm MIN ® ® ® ® ® I GREASE TRAP = 20'MINIMUM v HEIeHr of RUBBER HOSE 2 WIRE TWISTED I I/2" 5D TO 5O CONN= 15"m MIN PUMP STATION = 20'MINIMUM m III v 1 '` FILTER WEARING COURSE 1 ® ® r ® ® o �I II= -�� v I e = Ib'MIN PIECES ASPHALT CONCRETE ROOF LDR GOWN=4"m MIN I ® ® � ® ® 1 Y MIN. MANHOLE = 20 MINIMUM I� = in SAUCER BINDER COURSE 3'MIN. I ® ® ® ® ® PRIVATE WELLS = 50'MINIMUM �IIII=��=��� � ' . .� .... 2 1/2 oo I : tiO 0� : v z L005EN BURLAP I ® ® ® ® ® 1 RETAINING WALLS= 10'MINIMUM 5TORM DRAINAGE LEAGHIN6 POOL NOTES: ' 1 I 3" MULCH 1.COLLAR DEPTH 15 NOT REQV WHEN I I FILTER FABRIC(USE WITH FUEL STORAGE TANKS(BELOW GROUND) = 20' MINIMUM O Q I y - AROUND TRUNK 12 STONE BLEND BASE 4 ® ® ® ® � WRAP STRUCTURES Q MIN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. ® ® ® DROP INLEET BURIED FRIG PERSPECTIVE VIEW � > j GEOTEX 351,BY PROPEX) HORIZONTAL SEPARATION DISTANCES FOR STORM I 2.COLLAR MATERIAL SHALL BE GLEAN 6 D L \ DRAINAGE NON-LEACHING STRUCTURES: o 7 7 K I�� � � GRAVEL ONLY. ® ® ® ® ® I I WATER SERVICE LINE5/LATERAL5/MAIN5 = V MINIMUM ry FRAME 3b"MIN.FENCE P05T-� \ '� \ z 3.ALL DRAINAGE 5TRUGTURES MUST BE 1® ® ® ® o I UNDERGROUND UTILITIES = 5'MINIMUM lu PAVEMENT SECTION WRPPPED WITH FILTER FABRIC. I 0 ® © ® o I GREASE TRAP = 5'MINIMUM 0 -�- WOVEN WIRE FENCE(MIN. 141/2 GAUGE W/ / ! - PUMP STATION = 5'MINIMUM I WITH FILTER CLOTH 4.USE 15"DIA GORRI6U6ATED HIGH DENSITY I® ® ® ® � _ _ MAX b"MESH SPAG NG) MIX 25% PEAT M055 c�v NOT TO SCALE POLYETHYLENE(HOPE)HEAVY DUTY PIPE FOR I® ® ® ® ® I MANHOLE = 5'MINIMUM 3 TOP..50IL; .' INTERCONNECTION OF ON-51TE STORM WATER ti � I 11 It i a FLOW (DOGWOODS AND LEACHING POOL5 I z I SANITARY SEPTIC,TANK = 5 MINIMUM >- EVERGREENS ONLY) A.HOPE PIPE 5PEGIFIGATION(AA5HTO M-2q4) COLLAR MATERIAL NON-RATEABLE 3 GATHER EXCESS UNDI5TURBED 6ROUND 6" IS" MIN. b" B.INSTALLATION OF HOPE SPEGIFIGATION ry 501E VERTICAL SEPARATION DISTANCES FOR STORM U AT CORNER5 + I I I I COMPACTED SOIL °' (A5TM D 2321) GROUND WAFER 8'DIAMETER DRAINAGE LINES: WATER SERVICE LINES = 18"MINIMUM O SAwSTI G, G.WATER-TIGHT JOINT TE5TING SANITARY WASTE LINES = IS"MINIMUM EMBED FILTER CLOTH bL T T EXISTING b MIN. A MIN.OF be IN GROUND. U4- r^A I � P I PAVEMENT 5PEGIFIGATION(A5TM D-3212) (PENETRATION) GONSTRUGTI ON SPEG I F I GAIT I ONS 5EGTION VIEW MINOR TREE5 ( PAVING 5PEGIFIGATION5: D.6A5KET 5PEGIFICATION(A5TM F-4TT) - - - RATEABLE 501E C be RGA,4 1/2"BINDER COURSE I. FILTER FABRIC,SHALL HAVE AN E05 OF 40-85. BURLAP MAY BE USED FOR SHORT 5PEG'5 FOR TREE PLA�NTI NG MILL TOP I IG, I WITH I I/2' TOP COURSE UNDERLYING SAND AND GRAVEL STRATA TERM APPLIGATION5. PAVEMENT 1 To EXISTING 2. GUT FABRIG FROM A GONTINUOU5 ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED GONSTRUGTI ON SPFG I F I GAT1 ONS I. TREES SHALL BE AN APPROVED 5PEGIE5,GROWN UNDER THE SAME GLIMATIG BLEND W/NEW ( 4"TOPSOIL d SEED TYPIGA�L STORM HATER THEY WILL BE OVERLAPPED TO THE NEXT 5TAKE. CONDITIONS AS THE PARTICULAR SITE. THEY SHALL BE OF 5YMMETRIGAL 7 3.5TAKE MATERIAL5 WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH A I.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE P05T5 WITH WIRE TIES GROWTH,FREE OF INSECT PEST AND DISEASE,SUITABLE FOR STREET TREE USE. .................... LEAcGH I NG POOL 15D) DETAIL OR STAPLES.POSTS SHALL BE STEEL EITHER"T'OR"U"TYPE OR HARDWOOD. 2. THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT OF 51X INCHES ABOVE W W NOT TO SCALE MINIMUM LENGTH OF 3 FEET. THE FINISHED GROUND LEVEL SHALL BE A MINIMUM OF THREE(3) INCHES. y W y MAINTAIN 5 K GRADE: 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE 4.5PAGE 5TAKE5 EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. 3. ALL PLANTING SHALL BE DONE IN CONFORMANCE WITH GOOD HORTICULTURAL , INGHE5 DEEP. 5PAN5 GREATER THAN 3 FEET MAY BE BRIDGED WITH THE L15E OF PRACTICE. THE FOLLOWING 15 DECLARED TO BE GOOD HORTICULTURAL i��j��j��j��j A MAXIMUM 5%5HALL BE MAINTAINED FOR A MINIMUM OF 20 HORIZONTALLY FENCE SHALL BE WOVEN HIRE,12 1/2 GAUGE,b MAXIMUM MESH OPENING. // // // // // PRACTICE: \� \� \� \� FROM THE NEAREST EDGE OF THE LEACHING POOLS BEFORE TAPERING OFF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. Y/� � � � ` 5. FABRIC,SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BAGKFILLED. IT 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- (1(( T WRAPPED�ITH BURLAP OR KRAFT PAPER TREE WRAP TO PREVENT SEEPAGE OF THE LEAGHATE THROUGH THE TOE OR EDGE OF THE LAPPED BY 51X INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X /\/\/\/\/\/\/\/\/\/\/\/\/ SLOPE(EQUATES TO MAXIMUM DROP OF 12 OVER 20 HORIZONTAL) SHALL BE 5EGURELY FA5TENED TO THE 5TAKE5 AND FRAME. (2) GEDAR POLES SECURED TO THE TREE BY MEANS OF WIRE THROUGH RUBBER b. A 2"x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE GRE5T OF THE FABRIC MIRAFI IOOX,STABILINKA TI40N,OR APPROVED EQUIVALENT. N05E5 (SE P�pVG DETAIL SHEET) FOR OVER FLOW 5TABILITY.MAXIMUM DRAINAGE AREA I ACRE 4.PREFABRICATED UNITS SHALL BE 6EOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. (3) ALL TREES SHALL BE TRANSPLANTED BALLED AND BURLAPPEO,AND THE SA�HGUT DETAIL 15TYMETAL EXI5TIN6 COVERS 5ET AT FINISHED 6RADE ARE 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN BALL SHALL BE AT LEAST TWO AND ONE HALF(2Y)FEET IN DIAMETER HM5E(ON HEAVY DUTY,WATERTIGHT,IN5EGT-PROOF ADJUSTABLE 'BULGES"DEVELOP IN THE SILT FENCE. (4) ALL TREE PITS SHALL BE BAGKFILLED WITH TOPSOIL. NOT TO SCALE _EL.BUIL=1N6 , GONNEGTION AND LOCKING GA5T IRON FRAME AND COVER. 4. ALL TREES LISTED UNDER(1)HEREOF 5HALL BE BRANCHED NOT LOWER THAN EFL$. =6525 (5EE DETAIL,TH15 DWG) FILTER FABRIC 51X(b)FEET-WITH AN AVERAGE HEIGHT OF 10 TO 12 FEET WITH A MINIMUM U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE SPREAD OF TOP OF 4 FEET. NATURAL RESOURCES CONSERVATION SERVICE DROP INLET NATURAL RESOURCES CONSERVATION SERVICE SILT EXISTING GRADE EXI5TIN6 6RADE m NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE NEW YORK STATE 501L d WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE 501L d WATER CON5ERVATION COMMITTEE O PROP05M Q-1 v I.E.6253' EXI5TIN6 i" WPLED 1 OY FULL CUTOFF I �� PD 4 . 1,000 GALL EXISTING rT, RAB LIGHTING WALL MOUNT DOWNLIGHT, VVV l/ � w ` / r CONCRETE DOME TOP X X X X FULLY 5HIIELDED LUMINARE - INTERNATIONAL DARK 5KY5 4 PVC,SDR 35 PIPE `r SEPTIC TANK LE.= 61.5 EXISTING • APPROVED FIXTURE of NEWYOIT CITY 25.4'6/4'/LF= I.E.61.3' ®®®®® rA ® V = 8'CHAIN LINK & I�ANt7 635" =053' g'-b' ®_ ®_®EXISTING® ®_ ® ® �` m CHAIN LINK FENCE W/GREEN X FENCE W/GREEN X 800-212-4480 811 bV x 12'OP ® ® ® LED INFO:. DRIVER INFO: EXISTING AND PROPOSED I.E.62A' ®LEAGHIN6 POOLS ® b'm STEEL PIPE Q PRIVACY SLATS PRIVACY SLATS WATT5: IOW TYPE: GONSTANT GURRENT ® ® ('{� X .++8 .�.�" '•-"may - www.di nets cli corn or ® ®®®®® ® ® ® www.call811.com for other states ®®®®® CONCRETE FILLED 4u. . s v d PAINTED YELLOW r ', ( ) ®®®®® ® ® ® �...,� �, COLOR TEMP: 3,000K 120V: O.IA � � � '� COLOR AeCGURAGY: 53 GRI 205V: 0.07A Bylaw,excavators and contredorswo king in the ®� ®® ® ® ® ® LL I IL ^`'•. five boroughs of New York City and Nassau and ®® ®®®®® ® ® ® ate X Z X X 00 LIFE5PAN: 100,000 24OV: O.O6A Suffolk Counties on long Island must contact Di Net, more than at least48hours : O O LUMENS: 816 21N: N/A g NO GROUND WATER FOUND 25 BLW GRADE(EL.403)PER TEST HOLE RESULTS w TOOL but no more then 10 working days(excluding #3 0 12'0 G.E.K. ®®®® ® ® ® EDGE I lo'xlo'CONCRETE EFFICACY: l3 LPN INPUT WATTS: 12W weekends and legal holidays)prior beginning HIGHEST EXPECTED GROUNDWATER PER ®�,, ®®�®® ® � �® < A GRADE any mechanized digging or excavation work to - A PAD FOR EFFIGIENGY: 835� ensure underground lines are marked. 5.G.WATER MONITORING WELL No.532310.1 15 EL. 10.26'(NAVD2q) ®®®®® ® ® ® � G -� ---- c� Excavators and contractors can also submit ® ® , „ ® ® � \\\\ G X DUMP5TER T X locate requests on-line,through[TIC.If you do 8-0 ® ® ® � O �/�/�/ •I I a VANLED 10Y/PC S not currently use ITIC,please call ® ® ® RAB LIGHITING LOW-PROFILE VANDAL-RE515TANT FIXTURE 1-800-524-7603formoreinformation. SAtNITA�RY PROFILE PROPOSED ALTERATION TO EXISTING SYSTEM � � I Wit„ GONERS 1fHE FOOTPRINT OF M05T TRADITIONAL CANOPY IMBED = "' '".)�,.;, """''�' r. •.. encouraged ed toscall as well whenen plann agly m MOUNTING I aI -..,: ;,,;,,,,�., . ._,._'; .> LIGHTS. GIELING MOUNT TO REGE55ED JUNCTION WITH g g m „ � aY �,,, .. type of digging on their property.Homeowners 2 SAND BAND X X t, KNOGKOUT TEMPLATE OR DIREGTLY TO GIELIN6 5URFAGE. can contact us directly at 1-800-272-4480orby SGALE: NONE m calling 811,the national call before you dig , - s - number.For excavation work completed on 2-#5 TOP d LED INFO:, DRIVER INFO: personal property,It is the contractors FENCE EDGE BEAM ( I i,{ ' a £ 3i responsibility-NOT the homeowners-tocontad _ FIIU51$D GRADE - - - •• 3500 CONCRETE TO EXTEND 10 MIN. BOT.CONT. '.:: WATT5: IOW TYPE: GON5TANT CURRENT DlgNet.Having utility lines marked prior to Fit 3'r, `.;,. ,�,; `". digging is free of charge. I I-III-I I t-I I T_ -III III-1 I I-�I�- BELOW FIN.GRADE ;n,':,"" "' COLOR TEMP: 3,000K 120V: 0.30A 1.,0 W/#3 TIES® X X ,,.�.., ' . �., L{._{ II'-2•m 24"t O.G. * i4: COLOR A6GURAGY: 12 GRI 205V: N/A GALV. 5TEEL GRADE ~ �I SECTION A� PLAN VIER L70 LIFE5PAN: 100,000 240V: N/A FRAME ff COVER NOTE: BLDG. UNLESS LUMEN5: 1,400 2TtV: N/A ALL WATER LINE5 SHALL BOLLAsRD DETAIL EFFICACY: IOC LPW INPUT WATTS: 13W a '. BE 4'-b" BELOW GRADE. OTHERWISE ENGINEER: SCALE: N.T.5. DUMPSTERS ENGL05URE EFFICACY: IOC LPN GAULK WATERTIGHT I III= DIRECTED. ADJUSTABLE CURB BOX SGALE: N.T.S. BL1 v�N PIPE AND �° 5LAB <°. �BINGHAM 8 TAYLOROYF�� Galculatlon Summary G z FIG. No. 4gO1 BUFFALO F�" 6G O TYPE,COMPLETE OR Label Description CalcType, Units Avg Max Min Avg/Min Max/Min PtSpcLr Pt5pcTb c� 6ALV. `P APPROVED EQUAL.I -I Galcpts 51te Readi s Taken at 0'-0' AFC, Illuminance Fc 0.21 4.7b OD N.A. N.A. 3 3 �„ SEE PLAN FOR � m r 4-0 ng 5TEEL SLEEVE a INV. ELEVATION Z s rti � � IDEWALK 4 '` 4 I CURB STOP MUELLER �, ��. w u, 0 u, ° e w o ° (COPPER PI I TER SERVICE A 152PPROVED EQUAL. �O 0,^4 93 T + + + + COVER THICKNESS < <l�� GON5TRUGTION EXPAN51ON JOINT + + + RAH NOTES: 3/Ib" FOR SPAN OF 50" - + + • + 19 THE LIGHT L0155 FACTOR MY)15 A PRODUCT OF MANY VARIABLES,ONLY LAMP LUMEN SECTION JEFFREY T. BUTLER, P.E. JOINT EVERY 4' PLAN EVERY 20' + + moo- ,- + I� DEPRECIATIION(LLD)HA5 BEEN APPLIED TO THE CALCULATED RESULTS UNLEx INTERIOR OF P.G. STRICT. PROF'. I 6'c OTHERWISE NOTED. THE LLD I5 THE RE5ULT(QUOTIENT)OF MEAN LUMEN5/INITIAL LUMEN5 FOR 4"� HOUSE TRAP + hq PER LAMP MANJFAGTURERS SPECIFICATIONS. SERVICES Q I 4" POURED ICE AREA:9bO 5 . + �Nt 30"W x 30"LG (SEE PLAN FOR :_ CORPORATION STOP �ELLEIR :r rr GONGRETEO L.E.L.@ b525' ti�F� *ILLUMINATION VALUES SHOWN(IN FOOTGANDLES)ARE THE PREDICTED RE5ULT5 FOR H-15000 OR APPROVED EQUAL DESTINATIONS) 0 5EE DETAIL B 5EE DETAIL A '+ + goo + + ��F PLANES OF CALCULATION EITHER HORIZONTAL,VERTICAL OR INCLINED AS DESIGNATED IN TYP I GALL >1�OU5E TRAP DETAIL WITH APAC FULL BODY SUPPORT m ✓> + + 2.0 A / + + + +. O THE CALCULATION SUMMARY. METER ORIENTATION 15 NORMAL TO THE PLANE OF ^ D _ o INSERT SERVICE SADDLE / IOl. + + Lo + �g o. + cALGULAT10Nl SGALE: NONE v p p EXISTING WATER SERVICE lfl o +1 2 PROP05ED + ;� QOO *THE GALGULATED RESULTS OF THI5 LIGHTING 51MULATION REPRESENTS AND ANTIGIPATED v Z 6 + + + 'r d IY2' 5TY 5TEEL BUILDING + .+ .Ex,PNL. . . . . . . . . . . . . . . . . PREDICTION OF 5Y5TEM PERFORMANCE. ACTUAL MEASURED RE5ULT5 MAY VARY FROM HATER 5ER�1 GE DETAIL Z U THE ANTICIPATED PERFORMANGE AND ARE 5UBJEGT TO MEANS AND MEM05 WHICH ARE + + 0_ TL. AREA: ba60 S.F. G + BEYOND THE CONTROL OF RAB LIGHTING,ING. - n 't Z Q b" POROU5 SECTION &6 F.FL.EL. ® 65.25' * N.T.S. Z O O O CD } MATERIAL (NO BA5EMENT) . . . • . . . . . . , , . . , , . . . . MOUNTING HE116HT DETERMINATION 15 JOB 51TE SPECIFIC,OUR LIGHTING 51MULATION5 O ASSUME A MOUNTING HEIGHT(INSERTION POINT OF THE LUMINAIRE SYMBOL)To BE TAKEN T_ M f- II JOINT A5PHALTSPAVEMENT PROP' IV2 5TY AT THE TOP'OF THE SYMBOL FOR CEILING MOUNTED LUMINARIES AND AT THE BOTTOM OF I NSTA�LLATI ON REQUIREMENTS FOR HALTER 5ERVI GES -� v Q <I/ vo HEATED WAREHOUSE AREA: r2 SEALER TO REMAIN B THE SYMBOL FOR ALL OTHER LUMINAIRE MOUNTING GONFOURATIONS. I CL 1.0 4W 5F. (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY APPENDIX 3) Y4" RADIUS l� v Q y4" 20 F'FI p ®�'2' EXISTING *RAB LIGHTING,ING.LUMINAIRE AND PRODUCT DESIGNS ARE PROTECTED UNDER U.S.AND INSTALLATION OF SERVICES--SUBDIVISIONS G. PIPING REQUIRIN6 JOINTS IN WHICH A CHEMICAL SOLVENT 15 OZ B ABANDONED NELL' INTERNATI01NAL INTELLECTUAL PROPERTY LAWS. INSTALL PIPING 4 1/2'DEEP FROM THE HOUSE TO THE EXISTING STUB VAULT(TIE IN AT UTILIZED 15 NOT ACCEPTABLE.(BRASS COLPLINI65 ARE REQUIRED) W I OS 4�p PROP. LV2 5TY 6 . . . . . . . . . . . . . . . . PATENTS 159W OR PENDING APPLY. AUTHORITY'S COPPER TAIL) D. TWENTY(20')FEET OF COPPER 15 REQUIRED FROM IN51DE THE (Y L J O OPEN AREA: 0' INSTALLATION OF SERVICES--EXISTING STREET d WATER MAIN BUILDING TO THE START OF THE PLASTIC PIPE. - "� 0.1 2.0 B .0 1�40 5F' B I. INSTALL PIPING ON THE PROPERTY,4 1/2 FEET DEEP FROM THE BUILDING TO THE SERVICE LINE INSPECTION PROCEDURES p„I V Z O NOTE: _ D _ D _ _ F.FL.EL.®bb 25' . . . . . . . O 2.0 10 THE LIGHTING AtNALY515,EZ-LAYOUT,ENERGY MALY515 AND/OR V15UAL 51MULATION5 PROPERTY LINE.A MINIMUM I SERVICE LINE 15 REQUIRED. I. GALL THE NEW SEIZVIGE DEPARTMENT TO REQUEST AN INSPECTION WHEN �T� (V ALL GONGRETE 0.2 ('LIGHTING DE5116N"9 PROVIDED BY RAB L16HTING INC.(W-)REPRE5ENT5 AND ANTICIPATED 2. LEAVE A I'RISER ABOVE THE GROUND LEVEL AT THE PROPERTY LINE WITH THE YOUR WORK 15 COMPLETED.(ONE BL61NESS DAY ADVANCED NOTICE 15 J TO BE 4000 P51 � E 2•0 B 0.5 + + + PREDICTION OF LIGHTING 5Y5TEM PERFORMANCE BA5ED UPON DESIGN PARAMETER5 AND END CRIMPED. REQUIRED) � IL X # _V � O + + + + INFORMATION PROVIDED BY OTHERS. THESE DESIGN PARAMETERS AND INFORMATION 3. SERVICE LINE FORM MUST TA EN FROM T AND SUBMITTED AT 2. SOMEONE MUST BE PRESENT ON THE DAY OF INSPECTION. O O O �_ AIR ENTRAINED ¢ �¢ �¢ '��T- 0'1 + + + + PROVIDED BY!OTHERS HAVE NOT BEEN FIELD VERIFIED BY RAB AND THEREFORE AGTUAL TIME OF INSPECTION DNTS ARE TAKEN FROM T T E NEAREST 3. IF REINSPEGTION 15 NECE55ARY A$25.00 FEE MUST BE PAID PRIOR TO I- a u "All 2.0 CORNERS IN THE BUILDING TO THE END OF YOUR PIPE AT THE PROPERTY LINE. THE REINSPECTION. ~ LL O DET,41 L B DETA�I L !6t + + + + + MEASURED RESIULTS MAY VARY FROM THE ACTUAL FIELD CONDITIONS. RAB RECOMMENDS SERVICE LINE MEASUREMENT FORMS ARE AVAILABLE AT THE NEW SERVICE 4. LEAVE THE TRENCH OPEN.DO NOT BAGKFILL THE TRENCH UNTIL OUR GONTRAGTION JOINT )/2" x 3%" PREMOULDED 1 + + + + vHATIADESIIGN PARAMETERS AND OTHER INFORMATION BE FIELD VERIFIED THE REDUCE N. DEPARTMENT INSPECTOR HAS APPROVED THE SERVICE LINE. EXPANSION JOINT PART \L + + + + RAB NEITHER WIARRANTEE5,EITH62 IMPLIED OR STATED WITH REGARD TO ACTUAL MEA5URED 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET AWAY FROM 5. IF THE SERVICE LINE INSPECTION PASSES,THE END OF THE PIPE BY THE Z 05 + + + + LIGHT LEVELS cOR ENERGY GON5UMPTION LEVELS A5 COMPARED TO TH05E ILLUSTRATED BY ANY OBSTRUCTION SIGH AS TREES,TELEPHONE POLES,CATCH BASINS,OR CURB WILL BE PAINTED BLUE. IF SERVICE INSPECTION FAILS,THE DO OF d) + + + + THE LIGHTING DE516N. RAB NEITHER WARRANTEES,EITHER IMPLIED OR STATED,NOR DRIVEWAYS AND SHOULD BE AT A LOCATION APPROXIMATELY OPPOSITE THE THE SERVICE KILL 13E PAINTED RED. O C) 51 DENArLK PLAIN AND ELE\/AtTI ON \/I EHS LIGHTING AN 0.2 REPRESENTS THE APPROPRIATENE55,GOMPLETENE55 OR SUITABILITY OF THE LIGHTING DESIGN POINT OF ENTRY INTO THE BUILDING. b. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M.IF YOUR INSPECTION D (� � �I(1 (� � Z + + + + + 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. FAILS. L�, U LC NOT TO SCALE 0.1 INTENT A5 COMPLIANT WITH ANY APPLICABLE REGULATORY CODE REQUIREMENTS WITH THE + + + + + EXCEPTION OF TH05E SPECIFICALLY STATED ON DRAWINGS CREATED AND 5UBMITTED BY 6. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM 1. NO OAR UTILITIES(E.6.6A5,ELECTRIC,GABLE TV,ETGJ SHALL BE Z CD + + + + RAB. THE LIGHITING DESIGN 15155UED,IN WHOLE OR IN PART,A5 ADVISORY DOCUMENTS FOR WATER SERVICE. BURIED IN THE WATER SERVICE TRENCH. 7) INST LATION OF SERVICES--EXISTING STREET STUBS M 0 1 2017 4" THICK CONCRETE WALK w/ BROOM 5WEPT + .+ INFORMATIONAL PURPOSES AND I5 NOT INTENDED FOR GONSTRCTION NOR A5 BEING PART OF MiETER SETS O � C1 30 15 0 30 60 ,. 0 A PROJECTS GON5TRUGTION DOCUMENT PACKAGE. 1. INSTALL PIPE 4 1/2 FEET DEEP FROM THE HOUSE TO THE EXISTING STUB VAULT AFTER ALL OF THE ABOVE HAS BEEN COMPLETED,GALL THE NEW SERVICE FIN15H. CONTROL JOINTS ® 10' MAX. SLOPE 1/4" GRAPHIC,SCALE I + + (TIE IN AT AUTHORITY"5 COPPER TAIL) DEPARTMENT TO HAVE THE METER SET.WE MU5T HAVE THE HOUSE NUMBER TO I/2" ACROSS WALK. d3® 12.O.G.E.W. 2. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. BEFORE THE METER CAN BE SET. anning Board SPECIFICATIONS TAP LETTERS `SEE PLAN I. TYPE 'K"SOFT COPPER TUBING,MINIMUM 51ZE IN IN51DE DIAMETER TAP LETTERS CAN BE REQUESTED AFTER ALL FEES HAVE BEEN PAID,WATER /� Luminaire Schedule 2. CUSTOMERS VALVE: SERVICE HAS BEEN ESTABLISHED AND THE METER HAS BEEN SET. v D C D D tool Tog Q Lobel Orr ant TI La Lumens Lum.Lumens LLF Description MNTG HT. Lum.Watts Orr. Watts Total Watts A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. NOTICE. IF INSTALLING SEPARATE HOT WATER HEATERS,SEPARATE EXPANSION • - - 9 N! ongem Lamp P 3. PLASTIC PIPE 5PEGIFIGATTON5: TANKS SHOULD BE INSTALLED. JEFFREY T. BUTLER, P.E. 15 NOT RESPONSIBLE FOR A• PIPE MARPACTURED AND DES16NED FOR USE IN POTABLE WATER SYSTEMS SWITCHING SERVICE TO HOMEOWNER-THE BUILDER CAN BRING IN A S16NED = I = A 3 VANLEDIOY/PGS SINGLE 4,200 1,400 1.000 LED IOW CANOPY FIXTURE 8.0' 30.0 10.01 30.0 SAFETY AND SECURITY RISKS DUE TO INADEQUATE CAN BE INSTALLED FROM TFE�BUILDING TO WITHIN 20'FROM THE " APPLICATION CARD SIGNED 13Y THE BUYER,BUT IT MUST BE FILLED OUT _ _ WARM LIGHT(3000K) LIGHT LEVELS. THIS IS NOT A RECOMMENDED LIGHT PROPERTY LINE.THE LAST 20 TO THE PROPERTY LINE MUST BE K SOFT COMPLETELY INCLUDING SOCIAL SECURITY NUMBER,DRIVER LICENSE ID NUMBER, B b WPLEDIOY SINGLE 5,256 81b 1.000 LED IOW WALLPAGK 12.0' bOA 10.01 bOA LAYOUT. IT IS A DE ON BASED UPON THE 50UTHOL D COPPER TUBING.B. PIPE SHOULD BE CLASSIFIED TO WITHSTAND WORKING PRESSURE OF 200 THAT THE BUILDER ESSTTAB�LISH THE ACCOUNT AND GALL FO,AND CONTACT PHONE RA DISCONNECTION 51 DEI�IAtLK GRC/" 55 5EGT10N WARM L16HT(3000K1 FULL CUTOFF,FULLY SHIELDED TOWN GODS - SECTION 280-129 AND SUB-SECTION Ill - EXTERIOR LIGHTING P.5.1.(WITH BURSTING PRESSURE RATED AT LEAST TWIGE THE WORKING OF SERVICE,ALLOWING THE BUYER ONE WEEK TO ESTABLISH SERVICE IN HIS/HER NOT TO SCALE PRESSURE) NAME - o f 2 THESE DRAWINGS AND ACCOMPANYING SPEGIFIGATION5,AS IN5TRUMENT5 OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL F,E RESTRICTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, 15 PROHIBITED EXGEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENGE OF ACCEPTANCE OF THESE RESTRICTIONS. OFFICE.• DESIGN AND EXPLANATORY NOTESr- CUTCHOGUE, NY JOB NO. MORTON BUILDINGS GENERAL SPECIFICATIONS 1.) ALL PLOT PLANS AND RELATED DETAILS`sF!iALL BE PROVIDED BY OWNER UNLESS 128-059720 LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS INCORPORATED AS PART OF THESE DRA'�'!lNGS. USED IN MORTON BUILDINGS ARE PRESSURE TREATED FOR INSTALLATION BELOW GRADE TO A RETENTION OF 0.8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN CONFORMANCE WITH 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED USEPA GUIDELINES AND AWPA STANDARD C28, THE TREATED PORTION OF THE COLUMN EMBEDDED IN DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS, 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.111.2 FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE ca.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSF (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE E CONCRETE MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED �•, ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY HOLE. CO C MEMBE R EMBER = 17 PSF THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN c.) FOOTINGS = 17 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER NON-TEMPORARY LOADS W/APPROVAL FROM BUILDING OFFICIAL). BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). 4.) IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON UNLESS ACTING TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 UNDER iiE DIRECTION OF THE LICENSED/ REGISTERED ARCHITECT OR LICENSED/ OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE REGISTERED ENGINEER TO ALTER ANY ARCHITECTURAL OR ENGINEERING ITEM. TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE CATEGORY UC413 (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. 5.) THE PROPOSED MIXED USE GROUP BUILDING HAS BEEN DESIGNED WITHOUT FIRE BARRIERS TO SEPARATE OCCUPANCIES S,-iTISFYING THE PROVISIONS OF I.B.C. SECTION 508.3.2 NONSEPARATED USE GROUPS. FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR 5. � THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE � O BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. U N ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED a_ AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT 4 Lu m STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. k: h � w SIDING & ROOFING PANELS (FLUOROFLEX 1000 TM) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME ['.w=7= STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON a EXTERIOR. U TRIM - DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, z Z CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. Lu GUTTERS -5"{K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70%PVDF FINISH TO MATCH TRIM, ON BOTH SIDES z Z OF THE BUILDING. 2x4 F 1 F 1 02 12 / U Z >- w UD w o j O u �- F_ LJLJ UJ O 7 0 od 0 0 r BUILDING DESIGN CRITERIA -� o BUILDING CODE 2010 NYBC _ I 0° USE GROUP B/S-1 (SEE NOTE #5) Z O CONSTRUCTION TYPE VB n. BUILDING AREA 6960 SQ FT FLOOR LOAD 125 PSF I L LJ = BUILDING CATEGORY lI Lu MINIMUM LIVE ROOF LOAD DESIGN SEE NOTE #3 v� GROUND SNOW LOAD 20 PSF ! l 1 1 g r ROOF SNOW LOAD* 17 PSF WIND SPEED (Vas) 120 MPH WIND IMPORTANCE FACTOR 1.0 >' z EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT ±0.18 BUILDING DESIGN CONDITION ENCLOSED MAX. DESIGN ELEVATION 1000 FT WIND LOAD DESIGN ASCE 7 METHOD 2 ZONE 1 E ( 21.1 PSF ZONE 2E -27.4 PSF ZONE 3E -18.7 PSF ZONE 4E -17.5 PSF MAIN WINDFORCE RESISTING SYSTEM ZONE 5E 17.3 PSF (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 6E L+ -13.4 PS" (FOR ZONES SEE MWFRS ON ELEVATIONS PAGE) ZONE 1 15.3 PSF ----# (MAXIMUM VALUE SHOWN) - I ZONE 2 i -19.1 PS; r� ��i� MAR 3 2017�• � ZONE 3 ' -14.2 PSF ' � ZONE 4 -13.1 PSF Seo' o;d 7mw -iai;n,na Board ZONES 12.7PSF I °" �- DRAWN BY: BISHOP ZONE 6 -10.3 PSF i i HEREBY CERTIFY THAT THE STRUCTURAL (DESIGN FOR ZONE 1 14.9,-23.7 PSF THIS BUILDING WAS PREPARED BY ME OR UNDE Ift� DATE"• 6/14/2016 ZONE 2 14.9, -41.3 PSF DIRECT SUPERVIS! , AND THAT I AM A DULY OF NEW 0~� CHECKED BY.• B. WOLF COMPONENT&CLADDING WIND LOADS LI S J i REGIST RE ROFESSIONAL EN 'Q �� CURRENT LUMBER SPECIFICATIONS (06-01-2013) (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 3 14.9, -61.0 PSF e O�' `�G ' �� DATE. 6/23/2016 ox S H E:ET INDEX (FOR ZONES SEE ELEVATIONS) Q- ` SIZE DESCRIPTION BENDING VALUE Fb 2 O• _ ZONE 4 25.9, -28.i PSF � SHEET# DESCRIPTION 2x4 NO.2 SPF 1313 PSI ZONE 5 25.9, -34.7 PSF _* `'m Z. REVISED DATE: -- SPECIFICATIONS SHEET INDEX 2x4 NO. 1 SYP 1500 PSI E REVISED DATE.'GI OF OF G1 RONALD L.SUTTON, P.E. °� ' A 571 • REVISED DATE: --- 2x4 2100f MSR SPF 2100 PSI Al OF A4 BUILDING LOCATION PLAN S, SPECIFICATIONS 2x6 NO.2 SPF 1138 PSI rlsutfonQat'ieddesignaes.com _ DATE:o(,.°`� P.EG.# v"3• �`�` REVISED DATE: -- 2x6 NO: 1 SYP 1350 PSI A2 OF A4 INTERIOR PLAN 2x6 2100f MSR SPF 2100 PSI A3 OF A4 ACCESSIBILITY REQUIREMENTS , 2X6 2400 MSR SYP 2400 PSI A4 OF A4 ELEVATIONS 2x8 NO. 1 SYP 1250 PSI �- 2x8 2400 MSR SYP 2400 PSI I HER CERTIFY THAT TH ARCHITECTURAL DESIGN S1 OF S8 COLUMN PLAN 2x10 NO. 1 SYP 1050 PSI *ROOF SNOW COA® CAL U CATIONS FOR, HIS BUILDING WAS PREPARED BY ME OR UNDER S2 OF S8 TRUSS PLAN, TRUSS DRAWINGS, & DETAILS 2xl0 2400 MSR SYP 2400 PSI - - MY DIRECT SUPERVISION AN � THAT I AM A DULY • S3 OF S8 SECTIONS & DETAILS 2x12 NO. 1 SYP �000 PSI L1C7ENSED / REGISTERED ARC ITECT. S4 OF S8 SECTIONS 8, DETAILS � Ps = OJ x Ce x 1 x Pg x Ct x CS �" �Q/� 2xl2 2250f MSR SYP 2250 PSI Ce = SNOW EXPOSURE FACTOR = 1.0 p S5 OF S8 SECTIONS & DETAILS 1 1/2"xl6" LAMINATED VENEER LUMBER 2800 PSI I = IMPORTANCE FACTOR = 1.0 S6 OF S8 SECTIONS 8 DETAILS 3 1/2"x15" GLU-LAM 1650 PSI Ng = GROUND SNOW LOAD = 20 PSF "` �� ��, CA Ct = THERMAL FACTOR = 1.2 DONALD'lltt"*�l__.- _CHITECT 5 1/4"xl 6 1/2" GLU-LAM 2400 PSI S7 OF S8 SECTIONS & DETAILS Cs = ROOF SLOPE FACTOR = 1.0 don.tipt allie designaes.com S8 OF S8 SECTIONS 8, DETAILS 5 1/4"xl9 1/2" GLU-LAM 2400 PSI Ps = 0.7 x 1.0 x 1.0 x 20 x 1.2 x 1.0 = 16.80 PSF DATE: _ EG.# �►� ?. ��� SCALE:AS NOTED OF N" SHEET NO. G1OFG1 _ '.RAi�CPiN�!Zi�1 CSC�•.�1laZS34t,•- dK.VTTG.S9•8sw..i3�P�'s.�...1rT1��:LY 2etlCr .'+.-JYSiG"T..'.AQS^.^i1f16i14:1k14N•"'-�_ • �e OFFICE.' DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY SITE PLAN ACCESSIBILITY JOB NO. 128-059720 1. THE MIMMUM CLEAR WIDTH OF AN ACCESSlt LE ROUTE SHALL BE 36 INCHES EXCEPT AT DOORS. 2. AN ACCESSIBLE ROUTES WALKING SURFACES, OTHER THAN RAMPS AND CURB RAMPS, SHALL BE NO GREATER. THAN 1:20. WALKING SURFACE CROSS SLOPES OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 1:48. 3. THE MAXIMUM SLOPE OF A RAMP OR CURB RAMP SHALL BE 1:12 OR LESS. THE ANCHORED WHEELSTOP . MAXIMUM RISE FOR ANY RUN SHALL BE 30 INCHES. AT EACH SPACE 4. THE MINIMUM CLEAR WIDTH OF A RAMP 30 FEET OR LESS SHALL BE 36 INCHES. RAMPS MORE THAN 30 FEET IN LENGTH SHALL HAVE A MINIMUM CLEAR WIDTH OF 44 INCHES. "VAN ACCESSIBLE"OR STANDARD ACCESSIBLE Z PARKING IDENTIFICATION SIGN PARKING 5. RAMPS SHALL HAVE LANDINGS AT BOTTOM AND TOP OF EACH RAMP AND EACH RAMP RUN WITH SLOPES NOT STEEPER THAN 1:48. .: 6. LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDTH OF THE RAMP RUN LEADING TO IT AND SHALL BE A MINIMUM OF 60 INCHES IN LENGTH. IF RAMPS CHANGE DIRECTION AT LANDINGS, THE MINIMUM LANDING SIZE SHALL BE 60 INCHES x 60 (INCHES. CURB RAMPS ACCESSIBLE ROUTE 3-2x6 LAMINATED COLUMN PERMIT ONLY F SHALL HAVE A MINIMUM OF 36 INCHES CLEAR LENGTH. $100.00 FINE NAILER PLANE ! l- WALKDOOR THRESHOLD WITH BEV2x8 NOTCHED SPLASHBOARD 2x4TR LESS THANEATED BLOCK SLOPE 7. IF A RAMP RUN HAS A RISE GREATER THAN 6 INCHES, THEN IT SHALL HAVE HAND RAILS x4 TR © REQUIRED AT VAN VAN 1/4" PER FOOT SLOPE ON BOTH SIDES. 6"CONCRETE FLOG' o ACCESSIBLE SPACES. ACCESSIBLE 6"CONCRETE APPROACH 8. CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. U v 6x6/1Ox10 WWM CHANGES IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE a e e c ,� NO GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE r- N MORTON _ - ACCOMPLISHED BY MEANS OF A RAMP. clq o AISLE SLOPE GRADE AWA7�,m_ 4' 9. THE t�11iolPAU',A WIDTH OF A CURB RAMP SHALL BE 36 INCHES, EXCLUSIVE OF FLARED w 71 APPROACH A MINIMUM PAINTED STEEL CHANNEL 1/4" PER FOOT SLOPE FOR 6 4 - `!� A MINIMUM DISTANCE OF 5'-0" 3 P ! .;c t ® Z ,ERIM,PERIMETER t SULATI Nt 10.FOR PURPOSE OF WARNING, THE FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE �/ w 60'MIN.TO BOTTOM OF SlGNAGE EXPANSION JOINT �- h !,AINIMUM COMPACTED, TRUNCATED DOMES WHICH SIGNIFICANTLY CONTRASTS WITH THAT OF ADJOINING Z GRANULAR BAA'E OR IN � N ROUTES TRUNCATED DOMES SHALL BE LOCATED FOR A DISTANCE OF 24#4 CONTINUOUS REBAR d � F'ED�STRl6. ,,. � V � AROUND PERIMETER 3 4"MINIMUM COMPACTED 6r'L" SITU GRANULAR SO!L a. INCHES IN DIRECTIONS OF TRAVEL. ! n GRANULAR BASE OR IN 8'-0" MIN. 6„ SITU GRANULAR SOIL 1 1.IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR 8'-0" MIN. ACCESS AISLE FINISH GRADE 'THERE IT IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED 16-0"MIN. LANDING & THRESHOLD DETAIL SIDES;THE MAXIMUM SLOPE OF THE FLARE SHALL BE 1:10. CURB RAMPS WITH RETURNED j L� _ CURERS MAY BE USED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE Z ! 1 1 SCALE: 1"= 1'-0" SEE NOTE #16 RAMP. THE MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY 1-U ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20. � Z ACCESSIBLE PARKING SPACE DETAIL 12.BUILT-UP CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT 'PROJECT INTO SEE NOTE #15 ACCESSIBLE PARKING SIGN VEHICULAR TRAFFIC LANES OR INTO SPACES THAT WOULD INTERFERE WITH PERSONS Z ENTERING OR EXITING PARKED OR STANDING VEHICLES. -� 13.CURB RAMPS SMALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY Z PARKED VEHICLES. r 1 Lu 14.MARKED CROSSINGS THAT ARE RAISED TO THE SAME LEVEL AS THE ADJOINING W p wm;mo SIDEWALK SHALL BE PRECEDED BY A 24 INCH DEEP AREA OF TRUNCATED DOMES U EXTENDING THE FULL WIDTH OF THE MARKED CROSSING. �[ 15.ACCESSIBLE PARKING SPACE: U A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE O U SLOPES NOT EXCEEDING 1:48 IN ALL DIRECTIONS. l ! 1 16.LANDING &THRESHOLD: �- ' A. ALL DOORS REQUIRED TO BE ACCESSIBLE, SHALL BE PROVIDED WITH LEVER HANDLES 0 " OR PUSH/PULL HARDWARE. Q U B. ALL DETAILS SHALL CONFORM TO Al 17.1 Z C. LANDINGS SHALL BE HARD, FIRM AND SLIP RESISTANT SURFACES AND SHALL HAVE '� x I SLOPES OF LESS THAN 1:48 IN ALL DIRECTIONS. m D. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN ^ Q POSITION OF 90 DEGREES,THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION v °" Or 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. Z E. THE MAXIMUM", FORCE FOR PUSHING OR PULLING OPEN ACCESSIBLE INTERIOR Lu H r HINGED DOORS SHALL BE S LE/FT. oc uj F. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED 34 vs INCHES MINIMUM TO 48 INCHES MAXIMUM ABOVE THE FINISHED FLOOR. � S G. CHANGES IN LEVEL OF 1/4 INCH HEIGHT SHALL BE PERMITTED TO BE VERTICAL. 1 1 1 IH. CHANGES IN LEVEL GREATER THAN 114 INCH HEIGHT AND NOT MORE THAN 1/2 INCH _! i � MAXIMUM HIGH SHALL BE BEVELED TO A SLOPE NO STEEPER THAN 1:2. Ob i Z 17.SURFACE: PROPOSED 24'x 40' i I MORTON BUILDING A. ALL ACCESSIBLE ROUTES /ACCESS ELEMENTS SHALL BE STABLE, FIRM AND SLIP 90' (±) RESISTANT. B. ACCESSIBLE ROUTES SHALL NOT BE STEEPER THAN 1:20. CROSS SLOPES OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. C. FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A SLOPE NOT STEEPER PROPOSED 60'x 100' f THAN 1:48. • MORTON BUILDING CONC. : Z' ... .. . . . , ASPHALT. .. .. .. . . . . •. t � • . i - I " ~ DRAWN BY.• BISHOP DATE.' 6/14/2016 CHECKED BY.* B. WOLF DATE. 6/23/2016 REVISED DATE.' --- REVISED DATE.' --- BUILDING LOCATION PLAN REVISED DATE.' --- REVISED DATE.' ---- 10' 40' • SCALE: 5' 20' 80' .� • ED T\T E ? 0 R 1 ' L7 ! 0 2017 L1 SCALE.•AS NOTED Southoid Tbv n SHEET NO. Planning Board A l OF A4 OFFICE.' DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY FLOOR PLAN , JOB",CCESSIBILITY NO. 140'-0" — 128-059720 1. SINKS. _j A. SINKS SHALL BE MOUNTED W,TH RIM NO HIGHER THAN 34 INCHES ABOVE FINISHED FLOOR. B. KNEE CLEARANCE AT LEAST 27 INCHES HIGH, 30 INCHES WIDE AND 17 INCHES DEEP 49'-0" 15-0" 15-0" 15-0" 15-0" 3V-0" SHALL BE PROVIDED UNDERNEATH SINKS. C. SINKS SHALL BE A MAXIMUM OF 6-1/2 INCHES DEEP. D. HOT WATER AND DRAIN PIPES EXPOSED UNDER SINKS SHALL BE INSULATED OR i OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. i E. �Av`CETS SHALL 8E LEVER-OPERATED OR AUTOMATED. 0 7 A ® A A A II F. A CLEAR FLOOR SPACE AT LEAST 30 INCHES WIDE BY 48 INCHES DEEP SHALL BE PROVIDED IN FRONT OF SINKS TO ALLOW FOR FORWARD APPROACH, WHEN Q 102 �Q FORWARD APPROACH IS REQUIRED.THE CLEAR FLOOR SPACE SHALL EXTEND A o i MAXIMUM OF 19 INCHES UNDERNEATH THE SURFACE. 1 I 2. DOORS. 0 0 " 103 b --- - A. DOOR HARDWARE THROUGHOUT BUILDING SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR N I 101 ( i TWISTING OF THE WRIST TO OPERATE, THE FORCE REQUIRED TO ACTIVATE CONTROLS I ` SHALL BE NO GREATER THAN 5 LB/FT. LO �n ❑ 3. DINING / WORK SURFACES. U `P _ _ A — - -- I A. THE TOP OF THE COUNTER, TABLE, OR WORK STATION RESERVED FOR HANDICAPPED o ( I 1 I PERSONS SHALL BE 28 TO 34 INCHES ABOVE THE FINISHED FLOOR HEIGHT WITH A o ❑ A A ❑ i MINIMUM WORK SURFACE OF 36 INCHES LONG FOR SIDE APPROACH OR 30 INCHES LONG FOR FRONT APPROACH. KNEE AND TOE CLEARANCE SHALL BE PROVIDED w co UNDER THE WORKING SURFACES. � 5_; O � — — — — — — — — —— —— — — Z ——— — —{ � B. FLOOR SURFACES WITHIN MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT — — — STEEPER THAN 1:48. Z _ o O l _ 4. SALES AND SERVICE COUNTERS. a 10 104 105 A. PARALLEL APPROACH: 1) A PORTION OF THE COUNTER SURFACE 36 INCHES MINIMUM IN LENGTH AND 36 ' INCHES MAXIMUM IN HEIGHT ABOVE THE FLOOR SHALL BE PROVIDED. co c 2) WHERE THE COUNTER SURFACE IS LESS THAN 36 INCHES IN LENGTH, THE ENTIRE U 1 1 I COUNTER SURFACE SHALL BE 36 INCHES MAXIMUM IN HEIGHT ABOVE THE FLOOR. Z 1 1 1 C? 3) A CLEAR FLOOR SPACE POSIT IONED FOR A PARALLEL APPROACH ADJACENT TO THE ACCESSIBLE COUNTER SHALL BE PROVIDED. Q B. FORWARD APPROACH: z __ I 1) A PORTION OF THE COUNTER SURFACE 30 INCHES MINIMUM IN LENGTH AND 36 _._ INCHES MAXIMUM IN HEIGHT ABOVE?HE FLOOR SHALL BE PROVIDED. U 2) A CLEAR FLOOR SPACE POSITIONED FOR A FORWARD APPROACH TO THE Z w ACCESSIBLE COUNTER SHALT_ BE PROVIDED. U o 3) KNEE AND TOE CLEARANCE SHALL BE PROVIDED UNDER THE ACCESSIBLE COUNTER. LU 0O - - ❑a I o i U 5. SIGNAGE. o1 �z M c k f vitz- A. SIGNAGE IS REQUIRED AT THE FOLLOWING LOCATIONS: U O O O ® O 1-- AT?) ALL NON-ACCESSIBLE ENTRANCES INDICATING THE LOCATION OF THE L - - - - - - - - - - - - - - - _ - - _ - - - - - _ _ -_ _ ____ J ACCESSIBLE ENTRANCES. LL i2) SIGNS STATING"EXIT'SHALL BE PROVIDED ADJACENT TO EACH DOOR THAT LEADS = Lu Z 1—_ O i TO A CORRIDOR,STAIRWELL, OR TO THE EXTERIOR OF THE BUILDING. 4'-6" 6'-6" 15-6" 9'-0" 4'-6" 16'-0" 24'-0" 24'-0" 13'-0" 12'-6" 10'-6" 00 3) SIGNAGE SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE O LOCATED AT ALL RESTROOMS. �Z ' B. All.SIGNS SHALL INCLUDE TACTILE SIGNAGE INCLUDING ANY OPTIONAL INTERIOR AND EXTERIOR SIGNAGE IDENTIFYING PERMANENT ROOMS AND SPACES. xO 40-0 " C. TACTILE AND BRAILLE SIGNAGE SHALL BE LOCATED 48 INCHES MINIMUM TO 60 INCHES m 100-0 MAXIMUM ABOVE THE FLOOR OR GROUND SURFACE, MEASURED TO THE BASE LINE OF Q THE HIGHEST TACTILE LETTER. D. TACTILE SIGNAGE SHALL BE LOCATED AT THE LATCH SIDE OF A DOORWAY. AT DOUBLE Cf5 INTERIOR LAYOUT DOORS SIGNAGE SHALL BE PROVIDED ON THE SIDE OF ANY INACTIVE LEAF. IF BOTH W N DOORS ARE ACTIVE THE SIGNAGE SHALL BE PLACED TO THE RIGHT SIDE OF THE Q w 2' 8 DOORWAY. IF SPACE IS NOT AVAILABLE FOR SIGNAGE IN THESE LOCATIONS, SIGNAGE a. SHALL BE LOCATED ON THE NEAREST ADJACENT WALL TO THE AREA SPECIFIED. N SCALE: l 1 1 81' 4' 16' E. A MINIMUM 18 INCHES x18 INCHES CLEAR FLOOR AREA CENTERED ON THE TACTILE SIGNNAGE SHALL BE PROVIDED BEYOND THE ARC OF THE DOORWAY. SIGNAGE SHALL —� �T BE ALLOWED ON THE PUSH SIDE OF DOORS WITH CLOSERS WITHOUT HOLD OPEN —� DEVICES. z F. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. G. STREET ADDRESS SHALL BE POSTED IN NOT LESS THAN 4 INCH HIGH LETTERS/NUMBERS (6 INCH RECOMMENDED) WITH A MINIMUM STROKE DEPTH OF 0.5 INCH ON THE BUILDING. 6. THRESHOLDS, A. ALL DOORS REQUIRED TO BE ACCESSIBLE, SHALL BE PROVIDED WITH LEVER HANDLES OR PUSH/PULL HARDWARE. B. ALL DETAILS SHALL CONFORM TO Al 17.1 9 C. ACCESSIBLE ROUTES SHALL HAVE SLOPES OF LESS THAN 1:20. CROSS SLOPES SHALL NOT EXCEED 1:48. ROOM FINISH SCHEDULE D. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN ROOM DESCRIPTION NOMINAL SIZE CEILING FLOOR FINISH BASE TRIM WALL FINISH CEILING FINISH ROOM ( POSITION OF 90 DEGREES,THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF NUMBER HEIGHT NUMBER 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. 101 OPEN OFFICE AREA 788 SF 1 1'-4" T.B.D. WOOD 5/8"TYPE 'X' GYP. BD.TAPED, PRIMED & PAINTED 5/8"TYPE'X' GYP. BD.TAPED, PRIMED 8, PAINTED 101 102 RESTROOM 5'-8"x 7'-3" 1 F-4" T.B.D. WOOD 5/8"TYPE 'X' MOIST. RESIST. GYP. BD.TAPED, PRIMED & PAINTED 5/8"TYPE'X' MOIST. RESIST. GYP. BD. TAPED, PRIMED & PAINTED 102 M E. THE RS SHtLV FORCE FOR PUSHING OR PULLING OPEN ACCESSIBLE INTERIOR HINGED SHALL!-lALL BE 5 LB/FT. 103 RESTROOM 5-8"x 7'-3" 1 V-4" T.B.D. WOOD 5/8"TYPE 'X' MOIST. RESIST. GYP. BD.TAPED, PRIMED 8, PAINTED 5/8"TYPE 'X' MOIST. RESIST. GYP. BD.TAPED, PRIMED 8, PAINTED 103 I F. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED 34 104 HEATED SHOP 78'-5"x 58'-5" 15'-8" (MIN.) SEALED CONCRETE STEEL HI-RIB STEEL ACOUSTICAL HI-RIB STEEL 104 INCHES MINIMUM TO 48 INCHES MAXIMUM ABOVE THE FINISHED FLOOR. DRAWN BY: BISHOP 105 OPEN AREA 19'-0"x 58'-5" 15'-8" (MIN.) SEALED CONCRETE STEEL HI-RIB STEEL ACOUSTICAL HI-RIB STEEL 105 ( DATE: 6/14/2016 G. CHANGES IN LEVEL OF 1/4 INCH HEIGHT SHALL BE PERMITTED TO BE VERTICAL. H. CHANGES IN LEVEL GREATER THAN 1/4 INCH IN HEIGHT AND NOT MORE THAN 1/2 INCH CHECKED BY.' B. WOLF DOOR SCHEDULE MAXIMUM HIGH SHALL BE BEVELED TO A SLOPE NO STEEPER. THAN 1:2. DATE.' 6/23/2016 DOOR # QTY. SIZE STYLE TYPE FIRE GLAZING FRAME TRIM CLOSER HARDWARE DOOR # 7. SURFACES. REVISED DATE.' ---- RATING A. FLOOR SURFACE SHALL BE STABLE, FIRM AND SLIP RESISTANT. REVISED DATE: ---- 1 3068 FIBERSTEEL 9LX - 22"x 36"INSULATED 9-LITE PULTRUDED FIBERGLASS WOOD YES LEVER LOCKSET Fil -- - B. FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A SLOPE NOT STEEPER THAN REVISED DATE. --- F2� 1 3068 FIBERSTEEL 9LX - 22"x 36"INSULATED 9-LITE PULTRUDED FIBERGLASS WOOD YES LEVER LOCKSET [) 1:48. 3m 1 3068 FIBERSTEEL 9LX - 22"x 36"INSULATED 9-LITE PULTRUDED FIBERGLASS STEEL YES LEVER LOCKSET ❑3 REVISED DATE.' -- 8. EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE OF THE ® 1 3068 FIBERSTEEL F - - PULTRUDED FIBERGLASS STEEL YES LEVER LOCKSET ® ' NP.lL ERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR, ❑s 1 3068 FIBERSTEEL 9LX - 22"x 36'INSULATED 9-LITE PULTRUDED FIBERGLASS WOOD (OFFICl )/STEEL(SHOP) NO LEVER LOCKSET ❑s tt ; 12'-0" ? WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. El 3068 FIBERSTEEL F - - PULTRUDED FIBERGLASS WOOD (OFFICE)/STEEL (SHOP) NO LEVER LOCKSET © T-0" � , ❑7 1 3068 SOLID CORE WOOD F - - WOOD FRAME WOOD NO LEVER LOCKSET E D0� BUILDINGS, INC.SUBCONTRACTORS SHALL MEET THE FOLLOWING SPECIFICATIONS:9. INTERIOR COMPONENTS THAT ARE PROVIDED BY MORTON BUILDINGS, INC. OR MORTON ® O� A Q 3 14'x 14' SECTIONAL OVERHEAD - - (1) ROW FULL VISION GLASS STD. HEADROOM TRACK STEEL - OPERATORS Q _ A. INTERIOR DIMENSIONS ARE TAKEN FROM THE INSIDE EDGE OF THE INTERIOR STRIPPING. 4 16' x 14' TRIMMED OPENING - - - WOOD FRAMING STEEL FLUSH 9-LITE CROSSBUCK LINDSAY MB442.9 LINDSAY t-.AB5430 B. INTERIOR STUDWALL DIMENSIONS ARE TAKEN FROM THE CENTERLINE OF THE STUDWALL, t (TYPE F) (TYPE 9LX) SLIDING WINDOW FIXED WINDOW C. STUDWALLS ARE TO BE 2x4's @ 16"O.C. UNLESS SPECIFIED OTHERWISE. WINDOW SCHEDULE 10.BUILDING HAS BEEN DESIGNED FOR A MAXIMUM OCCUPANT LOAD OF 15 PERSONS. �OF WINDOW # QTY. SIZE MANUFACTURER STYLE CATALOG# GLAZING FRAME TRIM ACCESSORIES WINDOW# r� n� iQ 4 52"x 33" LINDSAY SLIDING MB4429 LOW E W/ARGON VINYL WOOD 14"x 35" LOUVERED SHUTTERS Q �('n L� ll llllJl ® 5 64'x 36" LINDSAY FIXED MB5430 LOW E W/ARGON VINYL STEEL � - ® � 1� MAR 3 0 2017 SCALE:AS NOTED u SHEET NO. Southold To%:n A2 OF A4 _ .a -�cassns,a*c«�rz•r As-•r xsasn-•mcarirs.scarsras.•re�_amr-ax.e.�zsruv+c..s.,as or,.vuw•..oae r..ecz�am�wao.ma:s.�naue�o aewv*m.+. ! lannina Soard L OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1. RESTROOM CRITERIA 128-059720 _j A. IMPERVIOUS SURFACE TO BE PROVIDED IN RESTROOMS WITHIN TWO FOOT OF WATER CLOSETS AND URINALS TO A HEIGHT OF FOUR FOOT FROM FLOOR. A SMOOTH, HARD, NONABSORBENT FLOOR SURFACE AND A 6 INCH SMOOTH, HARD, NONABSORBENT BASE TRIM TO BE PROVIDED THROUGHOUT ENTIRE RESTROOM. B. BARRIER FREE RESTROOMS SHALL BE IDENTIFIED WITH INTERNATIONAL SYMBOL OF COMPLIANCE AND A TACTILE SIGN. THE SYMBOL OF COMPLIANCE SHALL BE LOCATED BETWEEN 60 INCHES AND 96 INCHES ABOVE FINISHED FLOOR.THE TACTILE SIGN SHALL BE MOUNTED 60 INCHES ABOVE FINISHED FLOOR ADJACENT TO THE LATCH SIDE OF THE DOOR. 2. BOTTOM OF MIRROR AND SOAP DISPENSER SHALL BE AT SAME HEIGHT. 3. FLUSH LEVER SHALL BE ON THE APPROACH SIDE OF THE WATER CLOSET. 4. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTION WITH AN OUTSIDE DIAMETER OF 1 1/4"MINIMUM AND A 2"MAXIMUM. 5. SPOUT SHALL PROVIDE A 4 INCH HIGH MINIMUM FLOW OF WATER. U 18"MIN. N I m y i zZO ;D, � O mN -j � M co JW LU U \ I I ( z ;o I / � z U MIRROR — LO SOAP DISPENSER Z ! 1 1 LAVATORY "°U' 2'-8"MIN. CLEAR - Q I 1 Q : I z p 15" 18" iv Z p O ° I Z ui U 36"MIN. GRAB BAR r N M I o Lij O 60" MINIMUM I U I 6"MAX. 8"MIN. I � 7-3"CLEAR .1:1" l 17"MIN. L — — — — — — 0 U RESTROOM CLEARANCE LAYOUT L12 !— o 102 SIDE ELEVATION OF WALL-HUNG LAVATORY FI SCALE. 1/2 1 -0" SEE NOTE #1 DOOR HAS _ �O = SCALE: 1/2"= V-0" SEE NOTE #2 CLOSER & LATCH 0 U I Z (�/ o TYPICAL ACCESSIBILTY CLEARANCE DETAIL FOR FORWARD APPROACH Z o 7-3"CLEAR r ^ n- V O 60"MINIMUM 36" MIN. GRAB BAR CD E w n. 18" 15" ® $ Q _J ANY OBJECT CV 39"-41" --® GRAB BARS 36"MIN. — �12"MAX 42"MIN. 00co 24"MIN 12" /� - - - - �I— \ - - � Z m I I 12"MIN' TOILET 11/7MIN. E 1-1/2"RAR "� _ 1-1/4"TO 2" U Z I I ` I (� DISPENSER N I i t I II ? Z M M I —— —..� �.. WATti ER CLOSET T-q "' co co WATER CLOSET \ I I 1-1/2"MIN Q i TOP OF SEAT ANY OBJECT '— 16"- 18" SIDE ELEVATION OF WATER CLOSET FRONT ELEVATION GRAB BAR CLEARANCES DRAWNBY.• BISHOP ACCESSIBLE WATER CLOSET DETAILS SCALE: 11/2"= V-0" SEE NOTE #4 DATE. 6/14/2016 102 RESTROOM CLEARANCE LAYOUT SCALE: 1/2"= 1 -0 SEE NOTE #3 SCALE: 1/2"= 1'-0" SEE NOTE #1 CHECKED BY.' B. WOLF DATE: 6/23/2016 REVISED DATE.• ---- REVISED DATE.• --- REVISED DATE.' -- REVISED DATE.• --- sv�.'f AA�p a y.t. raC � Cq OF NO MAR 3 0 2017 Southold Town SCALE:AS NOTED Planning Soard SHEET NO. A3 OF A4 OFFICE.• CUTCHOGUE, NY JOB NO. 128-059720 (D Q VENT-A-RIDGE 5"O.G. GUTTERS LL ' o 77 HI-RIB STEEL SIDING I �- 1 71 ED T#21 CORNER TRIM T#167 TRANSITION TRIM m HI-RIB STEEL WAINSCOT T#167 BASE TRIM i O Z o NORTHEAST ELEVATION CD z U � z w w o u O U 12 4 - 4� Z T#16 GABLE TRIM F- O p U 1 Z c1cofo I; m ' z HI-RIB STEEL SIDING O T#21 CORNER TRIM f� Z T#167 i RANSITION TRIM 1 1 1 = ® HI-RIB STEEL WAINSCOT Q uj ®• uj T#167 BASE TRIMIt Lu ! �- i SOUTHEAST ELEVATION NORTHWEST ELEVATION Z I � DRAWN BY: BISHOP DATE.' 6/14/2016 CHECKED BY: B. WOLF DATE. 6/23/2016 REVISED DATE.- --- REVISED DATE.• --- 1 REVISED DATE.• ---- � I �� EVISED DATE.• --- II ce SOUTHWEST ELEVATION 3 : ' � MAR 3 4 2017 � 0� Southold Town Plannino"oard SCALE.'AS NOTED 2' $' SCALE: SHEET NO. 1' 4' 16' A4 OF A4 . =s •"' . r_-^...,.•r¢+eFx* ,rvseN.wws:r�.: amcrAarss.-e,w.ns=rseewm.easneczr .a,ac OFFICE: CUTCHOGUE, NY 2'-7 1/2" 4'-10 1/2" 4'-10 1/2" JOB NO. _ 128-059720 r- O O O O O O i f\ It O - - tV O ^ t (V 7 7'-4 1/2„ 7,-6" N 7'-6" r 7'-6" 7'-6" ON! O v 7_6„ 7'-6" 7-6" N 7'-6" cy) 7'-6" v 7'-6" 7'-6" Lo 7-6' 0 7'-6" 7'-6" 7'-6" co 7'-6" °' 0�1 V-0"VENTED SIDEWALL OVERHANGS l'-0"VENTED SIDEWALL OVERHANGS V-0" NON-VENTED ENDWALL OVERHANG V-0" NON-VENTED ENDWALL OVERHANGS I I I I I 1 I I I I I 1 I I I I I I 59 -911 CV 23 -9 11 O I I ::l ° � e� M 2 - N 59 5Qr '_916"M 16"M 16"M 16"M 24"M 24" M M 24M 24M 24M 24M 24M 24'M 24"M 24"M 24"M 24"M N 16" 24"M -41/2' 16„M H 52'-4 1/2" - 15-10 1/2" - 16"Il S6 S4 I v h 16"M K ( 16"M i� - 52'-4 1/2"� 1 S7 00 1 ! 46'-1 1/2" - L--J 16"M C F S4 16"NI S5 44'-10 1/2" � 7'-10 1/2" — 16"M I� � O`o f J { Ln 41'-1 1/2" - I S6 1 16"M 16"M _ 41'-4 1/2" �c `./. 3 N zo N - S7 I 16"M 37'-10 112„ 16"M 16"M 16"M T 6"M 24"M 24"M 16"M - 37'-4 1/2"35'-1 1 1/4" - 0'-0" I w oI— - - - - - - - - - - - - -- - - - - - - S5 I ; :� O I Z �o • 29'-10 1/2" - I 16"M I - ( r--� F — Z 39'-2" L-_J I --J 16'M SS i - - _--- - 29'-10 1/7' � O r 8 1/2" -e I ` z 22'-4 1/2" - 16"M I 1 •• I----- 60'ATTIC: DRAFT STOP 16'M 16"M 2T'-10 1/2„ - —� 22'-4 1/2" v t 1 d 1 1 14'-10 1/2" - ' 116"M B ( _ - V I�S4 ( 16 M ( 14'-10 1/2" z F - 0 S5 L� `P U >- ! ,o Z 7'-4 1/2" - ( ! w _ 16„M D D D 16„M E iti - 1� 7'-�? 1/2" u C� Q S5 S5 XS5 ' - ` LLJ Oz v ( S1 ` 1 u �3 L716"M 24"M 24"M 24"M 24"M 30"M 24"M I " 16 1v1 1 2'-4 1/2" N Rr I ,[ U MD ■ ■ 24' 3:M . 24"O 24"O 30 M i'• t� 1 _ _ v I fi uJ O r� fa/ 0 7-4 1/2" 7-6" 7-6- 7-6" 7-6- 4'-0" 14'-0" 4'-6" 5-6" 14'-0" 3'-0" 7'-0" 14'-0" 7-6" O O z U r � 0 O N � � p cv � , � O O O O � O �a- � _ 1 X N - 01. m N N N � :o O Cfl O CD-7 1/2" 4'-10 1/2" 1'-6" 1'-6" 2'-4 1/2" COLUMN PLAN c� Z w = W ALE: a. 1' 4' 16' ® vi 1 ! g T\\T —J z NOTE: COLUMN PLAN LEGEND 3-2x6 UPPER COLUMN FASTENED TO 5x6 MFS LOWER COLUMN W/ (10) 1/4"x 4" POWER LAG WASHER HEAD YELLOW ZINC SCREWS. 3-2x8 UPPER COLUMN FASTENED TO 5x8 MFS LOWER COLUMN W/ o - 3-2x6 LAMINATED COLUMN LOCATION 3-2x8 LAMINATED COLUMN LOCATION (16) 1/4"x 4" POWER LAG WASHER HEAD YELLOW ZINC SCREWS.9 - ■ - HEADERED TRUSS LOCATION ALUMINUM SNOW RETAINERS ALL EXTERIOR STEEL FASTENED WITH STAINLESS STEEL SCREWS 5x8 MFS PRE-CAST 5r.6 MFS PRE-CAST BUILDING SEAL PACKAGE (COMPLETE BUILDING) CONCRETE COLUMN CONCRETE COLUMN sQ - 7/16"OSB SHEARWALL LOCATION (SEE DETAILS ON SHEET S7 OF S8) - (3) 30"x 30"ATTIC ACCESS PANELS (VERIFY LOCATIONS) 16"M - 16" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF 24" DIAMETER FOOTING � / t 24"DIAMETER FOOTING PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND I 3/4"xl4"THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ' i - ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE DRAWN BY. BISHOP DATE.' b/14/2016 �BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. %\ 24"M 24" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CHECKED BY. B. WOLF CONCRETE PAD (2500 PSI MINIMUM).20"BELOW BOTTOM OF I PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND DATE. 6/23/2016 3/4'xl4"THREADED ROD WITH AN ADDITIONAL MINIMUM 1" T,_6 REVISED DATE' --- „ ! ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. REVISED DATE.• --- 24"0 - COMBINED 24"DIAMETER OVAL FOOTING (SEE DETAIL #1 TO RIGHT) 30"M - 30" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK REVISED DATE.- ---- CONCRETE PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF 24�� COMBINED FOOTING DETAIL I kalSED DATE.• — PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND SCALE: 3/4"= 1'-0" —� 3/4"x14"THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE �se +F.e BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. �gOF NEW YO,Q�. oh� • �O A �co ,Z Z. _ 'D �r IF MAR 3 e 2017 1 oCo - 30 .►b Sautho!d To,,,n Planning 3oard SCALE.AS NOTED SHEET NO. S 1 OF S 8 �OFFICE- C6TCHOGUE, NY 2'-7 1/2" 4'-10 1/2" - - - 4'-10 1/2" -� JO8 N028-059720 I CK O O O O O O o lqq - - _ - �l m N N O �! cV a C04 co _L i 0c+ C N T-4 1/2" 7'-6" T-6" T-6" 7'-6" T-6" T-6" T-6" 7'-6" T-6" 7'_6" 7_6" 7�_6" 7�_6�� 7�_6�� T_6" 7,_6., TRUSS LOCATION DIMENSIONS I I I I I I I I I I I I I I I I i C S2 — !... . ... . .. . . . . o I ! I - - - . . . . . ... . . . �. .. . .. . . ! O 0 .. . . ... . .. . . . .. ... . . . . ... . . .. .. .. . . . .. .. .. .. . . . . .0.. .. .. .. . . . . o �.C,, U 4 0 0 0 0 0 o I R .. . . .. ... . . . . . . . . .. .. . . . .. . . .. .. .... . . ... .... .. .. .. .. .. .... . . ... . .... .... i, 0 - - - 60d R.S. NAIL Lu - - - - --- --- o \ 20 GA. GALVANIZED aQ w ti BOTTOM CHORD ti PURLIN CONNECTOR Z O ._O. ._. i I OF TRUSS \ \ � O O � \ g \ _ d — — — O — (1) #9X1" HWH SCREWS ON PEAK SIDE AND (2) U ON EAVE SIDE IN HOLES SHOWN. Lu (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) L Z LI TRUSS/BRACING PLAN LEGEND � � � � z <Z> 60' 1290 R.C. TRUSS -•- �-/ . ... . . . . . .. .. . . .. . . . . . . . . . ... .. . . . . . . . . . . .. ... . .. . . . . . . . . . . . ... . . .. . . . . . . . . . . .. .. . . .. .. .. . . . . . ... . . .... . . . . .. . . �_�� _2x4 TRUSS TIE DETAIL - z - 60' END RAFTER ASSEMBLY � QQ SCALE: 1 1/2"= 1'-0" - 24' 2090 S.C. TRUSS O B, J - a - 24' END RAFTER ASSEMBLY ( S2 U 2x4 TRUSS TIE ( Z 6 - 2x6 FLAT TRUSS TIE r 1 D a - 2x DIAGONAL — — —� � U O Q rz a 6 GO L END BRACE W 0 a - 2x6 DIAGONAL X-BRACING z O O - , 0 0 0 0 0 0 0 0 0 ti j U zz:) A LL _ C2 f LL.I Z TRUSS/BRACING PLAN LEGEND o 2 8 0 SCALE: z -- 1 4 16 ADDITIONAL 2x6 NAILER - 0 = 0 1 T 0 20d R.S. NAIL THROUGH STRAP INTO TIE t D (3) 1 1/2" R.S. NAILS THROUGH STRAP Z 2' LONG END ''BRACE STRAP Q (4) 2 1/4" R.W. NAILS IL Y ® - f Wr J z 2x4 TRUSS TIE 60' - 2x10 (NO. 1 SYP) 24' -2x8 (NO. 1 SYP) x4 I-RUSS TIE TO EN DWALL. DETAIL END RAFTER ASSEMBLY END RAFTER ASSEMBLY SCALE: 1 1/2"= V-0" r1 (2) 20d R.S. NAILS IN 3„ i, (2) 20d R.S. NAILS IN OVERHANG FRAME i OVERHANG FRAME 2x4 BEV. PURLIN A i. 2x4 BEV. PURLIN . 2' WIDE OVERHANG FRAME �n (5) 20d R.S. NAILS 2' WIDE OVERHANG FRAME ��� (6) 20d P.S. NAILS o PER CONNECTION PER CONNECTION 2x6 END COLUMN EXTENSION OR 2-2x6 END COLUMN EXTENSION OR UPRIGHT ASSEMBLY NAILED TO END . ' UPRIGHT ASSEMBLY NAILED TO END RAFTER ASSEMBLY AS SHOWN AND i RA TER ASSEld!BLY AS Sj4oWI� .:ND TO EACH INTERSECTING WEB. Lj TO EACH INTERSECTING WEB. DRAWN BY. BISHOP FASTEN TO HEADER AND FRAMING HEADER A TOE NAIL OVERHANG RAFTER 60'-2x10 (NO. 1 SYP) MEMBER WITH 2 160 R.S. NAILS TOE NAIL OVERHANG RAFTER 24'-2x8 (NO. 1 SYP) FASTEN TO H�AD� AN D FRAMING TO OVERHANG NAILER WITH END RAFTER ASSEMBLY ( ) TO OVERHANG NAILER WITH END RAFTER ASSEMBLY MEMBER WITH(2) 16d R.S. NAILS DATE.' 6/14/2016 (1) 16d R.S. NAIL EACH SIDE DETAIL B INTO EACH END COLUMN INTO EACH END COLUMN (7) 20d R.S. NAILS EXTENSION MEMBER OR UPRIGHT. (1) 1 bd R.S. NAIL EACH SIDE 7 DETAIL I L D CHECKED BY* B. WOLF SCALE; 1 = 1 -0" ( ) 20d R.S. NAILS SCALE: 1"= 1'-0" EXTENSION MEMBER OR UPRIGHT. 2x6 OVERHANG NAILER 2x6 OVERHANG NAILER DATE.' 6/23/2016 3-2x6 CORNER COLUMN 3-2x6 CORNER COLUMN REVISED DATE.' ---- REVISED DATE.• --- D ETA I L A DETAIL C REVISED DATE.• --- SCALE: 1"= V-0" SCALE: 1" = V-0 EVISED DATE.' --- Q• j.sr O• 1e gr •� 2. C 9 ' 46 �9 "CnE o(o , sc, tk I� MAR 3 C 201 SCALE.'AS NOTED Sou±hold Town SHEET NO. Plann!nq Board S2 OF SH �v OFFICE.' CUTCHOGUE, NY JOB NO. 128-059720 TRUSS SPACING 7'-6" O.C. LIVE LOAD 17 PSF DEAD LOAD 4 PSF 12 CEILING LOAD 2 PSF 4 TOTAL LOAD 23 PSF 1 V-1 1/8" o Q� N 1 1 ---- UK 59'-9" Lu rv000 co Z w 60e 1290 R.C. TRUSS (41 16) o SCALE: 3/8"= l'-0" V z z `j-' w TRUSS SPACING 7'-6" O.C. LIVE LOAD 20 PSF rn DEAD LOAD 4 PSF V CEILING LOAD 4 PSF z 12 J TOTAL LOAD 28 PSF ( � U-U 4 3' WIDE ./ Z " (ZONE 2 & 3) t � w _0 5'-3" `J uj O u 2x4 PURLINS @ 22"O.C. U clet �k O 23'-9" 3' WIDE v (ZONE 2 &3) = w O 0 -INDICATES PURLINS HEADLOK 0.19"x 6 O'O BE FASTENED W/FLATHEAD LAG = O `� SCREW, ALL OTHER PURLINS TO BE O U I 24' 2090 S.C. TRUSS FASTENED W/ 60d R.S. NAIL SCALE: 3/8" = l'-0" � �� p� z "oo 0 m @�O z O t� { 1 1 2x4 PURLIN Q � ,> 24' 'WIDE BUILDING PURLIN LAYOUT Lu CL It 2 SCALE: 1/2"= V-0" Q H ©60d R.S. NWIL i� 20 GA. GALVANIZED Q 1 1 1 g PURLIN CONNECTOR V _1 Z 0 TOP CHORD OF TRUSS • �; 6' WIDE a® v (ZONE 2 &3) (1) #9xl" HWH SCREW ON PEAK SIDE AND (2) #9x1" HWH SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 BUTTED PURLIN DETAIL ' SCALE: 1 1/2"= F-0" (PIJRLIN CONNECTED WITH 60d R.S. NAIL) 2x4 PURLINS @ 24"O.C. DRAWN BY,' BISHOP DATE. b/14/2016 2x4 PURLIN ) �� ) Or�� CHECKED BY: B. WOLF 0 HEADLOK 0.19"x 6.0" FLATHEAD LAG INDICATES PURLINS TO BE FASTENED W/- DATE.' 6/23/2016 © HEADLOK 0.19"x 6.0" it PORL N CONNECTOR O i'� r'�� FASTENED VV/GA. GALVANIZED SCREW, ALL OTHER 60d R.S.UNLAINS TO BE REVISED DATE.' --- IL FLATHEAD LAG SCREW ([CC-ES REPORT ESR-1078} ( 6' WIDE ,�� � � ���� ZONE 2 &3) REVISED DATE.' ---- ��(,�tN REVISED DATE.• --- 0 REVISED DATE: --- TOP CHORD OF TRUSS o• •e Of NEty ' ol sy * �0 - 0• (1) #9xl" HWH SCREW ON PEAK SIDE AND d r Z. a� •• (2) # 60eWIDE BUILDING PURLIN--LAYOUT 9x1" HWH SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE SCALE: 1/2"= V-9' TIGHT BEFORE FASTENING CLIPS) gam, • " s . . Asa . • 2x4 BUTTED PURLIN DETAIL p � ul (I��vfq f� a�° - 30 SCALE: 1 1/2"= V-0" i F — t i (PURLIN CONNECTED WITH MAR 3 0 2017 iai SCALE.'AS NOTED 6" HEADLOK FLATHEAD LAG SCREW) S%fholo Town SHEET NO. pp Fiannir.n��ard S3 OF SO �, „� . FCOFFICE,.- DESIGN AND EXPLANATORY NOTES TCHOGUE, NY JOB NO. 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-059720 CONDITIONS MAY REQUIRE MODIFICATIONS. 2. CONCRETE FLOOR NOTES: c. 3500 PSI, 5 1/2 BAG MIX CONCRETE. d. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM DISTANCE OF 10' PLUS OVERHANG WIDTH. c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL 5x6 MFS PRE-CAST LOWER COLUMN BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. CONCRETE COLUMN d. CONTRACTION JOINTS UNIFORMLY SPACED 18' Q.C. OR LESS. INSTALLATION FOR PERIMETER INSULATION USE EXTRUDED POLYSTYRENE OR A COMPARABLE PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF 1. INSTALL PRECAST CONCRETE 25 PSI '•''' ` `` '- COLUMN W/ADJUSTMENT ROD & f. IF THE FLOOR IS TO BE HEATED, USE 2" TYPE IV EXTRUDED POLYSTYRENE OR A •' . BASE PLATE IN THE AUGERED 3/4" ADJUSTMENT ROD ' ' �`''�', COMPARABLE PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF WITH BASE PLATE �•':. HOLE. 25 PSI UNDER ENTIRE FLOOR. 2. PLUMB PRECAST CONCRETE COLUMN IN BOTH DIRECTIONS 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF UNDISTURBED SOIL ;•• i LOOSE SOIL-TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF o_ ?.;;:•; :`�.,..;:.. 3. ADJUST HEIGHT UP OR DOWN LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND U WITH ADJUSTMENT HEX ROD .' " `i :',"; TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. a_ N 4. POUR READI-MIX CONCRETE INTO THE HOLE AS SPECIFIED. 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE �— ui 5. BACKFILL AND COMPACT THE "' ANNULAR SPACE AROUND THE CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION co LOWER COLUMN COLUMN TO GRADE WITH SOIL INSTRUCTIONS. ® Z ISOMETRIC AUGERED FROM THE SITE. a/ z o r ^ a FLUOROFLEX 1000 HI-RIB STEEL Z 2x4 PURLINS @ 24" O.C. FLUOROFLEX 1000 HI-RIB STEEL 2x4 PURLINS @ 24"O.C. I� T#16 GABLE TRIM (NO. 2 SPF) s0 i6 (4) 0.135"x 2 1/4" R.W. (NO. 2 SPF) �--L—� -)I - NAILS OR 16d R.S. NAILS Z 1 1 1 . 2x6 FASCIA � � ^--- R -- (1) 20d R.S. NAIL THROUGH T#194 FASCIA TRIM // STRAP & INTO BRACE / 2' END BRACE STRAP W/ ® FLUOROFLEX 1000 HI-RIB STEEL ® �9 SOFFIT / // I PRE-PUNCHED HOLES J _ 2x4 PURLINS @ 24"O.C. rk HI-RIB/SOFFIT CAP /' / l (BENT TO FIT- FASTENED WJ U > Ifin - 2-2x6 COLUMN EXTENSION ; (NO. 2 SPF) GABLE HI-RIB FILLER PLUGS // // (3) 0.140"x 1 1/2" R.S. NAILS) Z 2x6 DIAGONAL BRACING 60' 1290 R.C.TRUSS TOP CHORD M ( INSULATION STOP/AIR DEFLECTOR 2x6 END COLUMN EXTENSION / / (FASTENED TO COLUMN 12 / / FASTENED W/ (6) 20d R.S. U NAILS AT LIJ O O 2x4 BEV. PURLIN 4�� 60'-2x10 (NO. 1 SYP) / // W/(4) 16d R.S. NAILS) EACH COLUMN LOCATION) � `" 58 END RAFTER ASSEMBLY / 2x4 TRUSS TIE 60' 1290 R.C.TRUSS 2x4 TRUSS TIE u q FILLER STRIPS — - - - - -- - - - - - - --- _ - - - __ � �. --d- -- - - - - - - � � FLUOROFLEX 1000 HI-RIB STEEL —— — — — — — — — — — — — — - .i� _ � _ � U 2x6 BEV. FASCIA ® TRUSS IN COLUMN f v A �- 5" O.G. GUTTER ° SADDLE T#144 &T#146 TRUSS LAMINATED COLUMN U J 60' 1290 R. 9" (R-30) BLANKET INSULATION 9" (R•30j BLANKET INSULATION - /� i 9" (R-30} BLANKET INSULATION = 1 1 1 Z FASCIA TRIMS / L 1�-��_ 4 MIL BLACK VAPOR RETARDER h1lL BLACK�JArOP RETARDER —' ! 4 MIL BLACK VAPOR RETARDER F— �— o oa g SOFFIT 12 1 �e HI-RIB/SOFFIT CAP 9" R-30 BLANKET INSULATION ACOUSTICAL HI-RIB STEEL ACOUSTICAL HI-RIB STEEL I ACOUSTICAL HI-RIB STEEL = 0 2x6 OVERHANG NAILER 2x4 TOP BLOCK W/T#11 &T#136 2x4 TOP BLOCK W/T#1 1 &T#136 2x4 TOP BLOCK W/T#11 &T#136 0 4 MIL BLACK VAPOR RETARDER Z _ ® (2) 1/2"x 5 1/2"M. BOLTS & ACOUSTICAL HI-RIB STEEL '� x — 16" DEEP UNFACED FIBERGLASS (12) 20d R.S. NAILS INSULATION UTILIZED AS FIRE BLOCK O 16" DEEP UNFACED 2x4 TOP BLOCK W/T#11 INTERIOR HI-Rf6 STEEL Z ao O FIBERGLASS INSULATION 2x4 STRIPPING — , ( d UTILIZED AS FIRE BLOCK C/7 Q FLUOROFLEX 1000 HI-RIB STEEL 6" (R-19) BLANKET INSULATION 1 1 z 6" (R-19) BLANKET INSULATION is (4) ROWS OF 2x6 NAILERS W/4 MIL VAPOR RETARDER O 4 MIL VAPOR RETARDER (2100f MSR SPF) INTERIOR - IB T EL ON BOTH SIDES OF COLUMNS a HI-RIB STEEL INTERIOR ERIOR HI-RIB STEEL Q '4 2x4 STRIPPING 2x4 STRIPPING l I l g _J 3-2x6 LAMINATED COLUMN 3-2x6 LAMINATED COLUMN i 3-2x6 LAMINATED COLUMN 16-0" 2x2 VERTICAL BLOCKING AT COLUMN LOCATION 16-0" 16-0" GRADE TO HEEL T#167 TRANSITION TRIM & FILLER STRIP GRADE TO HEEL GR.AD1=TO HEEL 2x6 NOTCHED NAILER (2100f MSR SPF) iQ FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT 7/16"OSB PROTECTIVE LINER Q (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD YELLOW ZINC SCREWS 9D T#167 BASE TRIM 2x8 TREATED SPLASHBOARD (FASTENED TO 360M &370M BRACKETS WITH #14A x 1 1/2"MILLED SCREWS) 360M & 370M BRACKETS EACH FASTENED TO MFS 2x2 VERTICAL BLOCKING W/(2) HUS-P 6x40/5 SCREW ANCHORS j AT COLUMN LOCATION 370M BRACKET (FASTENED TO MFS W/ ( ® 11 (20) 1/4"x 2 1/2" POWER LAG 2) HUS-P 6x40/5 SCREW ANCHORS) F WASHER HEAD YELLOW ZINC SCREWS 2x4 NON-TREATED BASEBOARD 593M BRACKET ON EACH SIDE OF COLUMN (EACH BRACKET (20) 1/4"x 2 1/2" POWER LAG T#167 BASE TRIM � WASHER HEAD YELLOW ZINC SCREWS 2x8 TREATED SPLASHBOARD FASTENED W/ (1) ADDITIONAL HUS-P 6x40/5 SCREW ANCHOR) W/360M &370M BRACKETS DRAWN BY.• BISHOP 1"x 1 1/2" BLOCK W/T#109 BASE TRIM I 2x4 NON-TREATED BASEBOARD • 6" CONCRETE FLOOR ' W/370M BRACKET DATE.' 6/14/2016 4' WIDE R-10 PERIMETER INSULATION 1"x 1 1/2" BLOCK W/T#109 BASE TRIM CHECKED BY.' B. WOLF 8" 8" — ' -Yd DATE.' 6/23/2016 �.',,. ,: �• : ._�;:..... :: ":`a" r=, 77 7 ' r REVISED FINISH DATE.• FINISH •^; .�.. `' GRADE REVISED DATE. ---- GRADE 4"MINIMUM COMPACTED GRANULAR 5x6 MFS PRE-CAST CONCRETE COLUMN . 2x6 TREATED BOTTOM PLATE W/ 593M BRACKETS BASE OR IN SITU GRANULAR SOIL REVISED DATE.' --- 2x6 TREATED BOTTOM PLATE � '�' 5x6 MFS PRE-CAST CONCRETE COLUMN REVISED DATE. ---- ,.. 4'-0" 5x6 MFS PRE-CAST CONCRETE COLUMN 4'-0" 4'-0" 21"THICK CONCRETE PAD (2500 PSI MINIMUM). 21"THICK CONCRETE PAD (2500 PSI MINIMUM). ' �' 21"THICK CONCRETE PAD (2500 PSI MINIMUM), O -.� • : , 20" BELOW BOTTOM OF PRE-CAST CONCRETE 20" BELOW BOTTOM OF PRE-CAST CONCRETE 20" BELOW BOTTOM OF PRE-CAST CONCRETE `�.�, yp �..• .. . COLUMN AROUND EXPOSED REBAR CAGE COLUMN AROUND EXPOSED REBAR CAGE a '.��� COLUMN AROUND EXPOSED REBAR CAGE •`�P. •p L �G .���; AND 3/4"x 14"THREADED ROD WITH AN AND 3/4"x 14"THREADED ROD WITH AN AND 3/4"x 14"THREADED ROD WITH AN1� • Q� ��• ♦r ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF :d Z PRECAST CONCRETE COLUMN. PLACE PRECAST CONCRETE COLUMN. PLACE PRECAST CONCRETE COLUMN. PLACE E 24"0 CONCRETE BELOW AND ABOVE BOTTOM OF 16"O CONCRETE BELOW DE ROVE BOTTOM OF lb"O CONCRETE BELOW AND ABOVE BOTTOM OF sr • . °�. LOWER COLUMN IN ONE OPERATION. LOWER COLUMN N ON ON LOWER COLUMN IN ONE OPERATION. �� SIDEWALL SECTION A ENDWALL SECTION B PARTITION WALL SECTION C 1 SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" SCALE: 1/2"= 1'-0" —��(j - O(D so ` MAR 3 2017 SCALE.•AS NOTED `— :h,,Itl Toren SHEET NO. Piann na f?t CG S4 OF SU - >HSaYaYCZ► 9C!^_ 'Z— �"a'r 4 _ '6'RiYLT6.@'�3PAI9®Af_ `ST - �® OFFICE.' CUTCHOGUE, NY JOB NO. 128-059720 HEADER NAILING SCHEDULE // // HEADER NAILING SCHEDULE HEADER STUB JAMB ! HEADER JAMB MEMBER COLUMN COLUMN — — ———. —. —_ _ _ MEMBER UPRIGHT COLUMN EA.2xl2 8 12 60'-2xl0 (NO. 1 SYP) EA..2x12 4 6 END RAFTER ASSEMBLY EA.2x10 6 8 \ L l NOTES: O NOTES: 1. NUMBERS ABOVE ARE 20d R.S. NAILS ° 1. NUMBERS ABOVE ARE 20d R.S. NAILS '-""—" REQUIRED PER CONNECTION. ° REQUIRED PER CONNECTION. 2. PRE-DRILL HE'ADERS AS REQUIRED TO ° 2. PRE-DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING. 1290 R.C.TRUSS PREVENT SPLITTING. — INTERIOR HI-RIB STEEL 3• IF NUMBER OF NAILS REQUIRED FOR (2) 1/2"x 5 1/2"M. BOLTS & 60 3. IF NUMBER OF NAILS REQUIRED FOR HEADER TO JAMBCOLUMN CONNECTION (12) 20d R.S. NAILS HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING,THE jjjq� EXCESS NAILS MAY BE INSTALLED IN IS EXCESSIVE TO CAUSE SPLITTING,THE (2) 2xl O (2400f MSR SYP) HEADERS EXCESS NAILS MAY BE INSTALLED IN 2x6 UPRIGHT T#1 1 HEADER SUPPORT BLOCKING. 3-2x8 STUB COLUMNHEADER SUPPORT BLOCKING. — FLAT STEEL Lo(2) 2xl2 (2250f MSR SYP) HEADERS 2x6 BLOCK O 2x8 BLOCK FLAT STEEL 2x6 NAILER (2) 2x12 (ISO. 1 SYP} HEADERS U FILLER STRIP FILLER STRIP cv T#124 T#124 T#129 T#15 T#f 15 a— w T#129 2x2 BLOCK ALUMASEAL 2x2 BLOCK to O Z Lu T#151 I I T#153 T#151 I I I T#152 Z T#154 I I O.H.D. T#154 I ! ( O (2) T#101 (BEYOND) 14'-3" I T#10S (BEl`OND) 14'-3" T#151 (BEYOND) I I T#151 (BEYOND) I I• I GR7iD BO. V T#153 (BEYOND) GRADE TO BOTTOM I.�1-----_ _ T#152 (BEYOND) E TO TO M T#154 (BEYOND) I OF 2x8 BLOCK T#154 (BEYOND) OF 2xG BLOCK ALUMASEAL (BEYOND) I I f U w � W 3-2x8 LAMINATED JAMB --- 3-2x6 LAMINATED JAMB COLUMN (BEYOND) COLUMN (BEYOND) ( � 2x3 JAMB BLOCK (BEYOND; 2x3 JAMB BLOCK (BEYOND; BOTTOM 2'TREATED) BOTTOM 2'TREATED) Z 2x6 TRACK BLOCK (BEYOND; ( J 2x6 TRACK BLOCK BEYOND; �- U BOTTOM 2 TREATED) BOTTOM 2'TREATED) ' Z LLi OVERHEAD DOOR HEADER SECTION D HEADER SECTION F w o _o SCALE: 1"= l'-O" SCALE: 1"= i'-0" _ O U _ � o = o O z X m FLUOROFLEX 1000 HI-RIB STEEL �--- 2x4 PURLINS @ 24"O.C. 1 1 1 z H (NO. 2 SFF) Q a W d � © h 1 1 1 g HEADER NAILING SCHEDULE _J HEADER STUB JAMB 2x4 BLOCKING _J MEMBER COLUMN COLUMN BETWEEN PURLiNS z EA,2xl2 6 8 Z EA.2x 10 4 6 E!, 7/16"OSB NOTES: ;y ° 1. NUMBERS ABOVE ARE 20d R.S. NAILS REQUIRED PER CONNECTION. 2. PRE-DRILL HEADERS AS REQUIRED TO 60' 1290 R.C.TRUSS PREVENT SPLITTING. (2) 1/2"x 5 1/2"M. BOLTS & ° 3. IF NUMBER OF NAILS REQUIRED FOR I j (12) 20d R.S. NAILS O HEADER TO JAMB COLUMN CONNECTION ' IS EXCESSIVE TO CAUSE SPLITTING,THE -- EXCESS NAILS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING. (4) 2x12 (2250f MSR SYP) HEADERS I 2x10 (2400f MSR SYP) HEADER 2x4 BANDING @ 48"O.C. 2x6 BLOCK FLAT STEEL FILLER STRIP 3-2x6 STUB COLUMN 60' 1290 R.C.TRUSS T#124 T#129 T#15 1� 2x2 BLOCK T#151 I ( T#152 DRAWN 8Y. BISHOP DATE: 6/14/2016 T#154 I ( ( CHECKED BY- B. WOLF T#151 (BEYOND) T#105 (BEYOND) 14'-3"I i T#152 (BEYOND) GRADE TO BOTTOM 9" (R-30) BLANKET INSULATION! 2x4 TRUSS TIE DATE. 6 23 2016 T#154 (BEYOND) I I O 6 BLOCK _ .— _ — — _ I I __ _ � _ � _ / / REVISED DATE.' --- REVISED DATE.• --- REVISED DATE. ---- 3-2x6 LAMINATED JAMB TE.• COLUMN (BEYOND) REVI ED DA --- 2x3 JAMB BLOCK (BEYOND; BOTTOM 2'TREATEDACOUSTICAL 4 MIL BLACK VAPOR RETARDER , HI-R�eS STEED_ 2x6 TRACK BLOCK (BEYOND; r F,OYO N BOTTOM 2'TREATED) .o�P• .O l. �G 'A.�"`p« O• 'O Z. E HEADER SECTION E ATTIC DRAFT STOP SECTION O •• ,: SCALE: 1"= l'-O" SCALE: 1"= 1'-0" ' MAR 3 0 2017 , Co Sftmo,,j Ter Fi SCALE.AS NOTED ��..�i!�a L'oard SHEET NO. S50F S8 OFFICE.' CUTCHOGUE, NY JOB NO. 128-059720 FLUOROFLEX 1000 HI-RIB STEEL 2x4 PURLINS @ 24"O.C. (4) 0.135"x 2 1/4" R.W. T#16 GABLE TRIM (2100f MSR SPF) NAILS OR 16d R.S. NAILS 2x6 FASCIA FLUOROFLEX 1000 HI-RIB STEEL (1) 20d R.S. NAIL THROUGH T#194 FASCIA TRIM STRAP & INTO BRACE 2x4 PURLINS @ 22"O.C. " / 2' END BRACE STRAP W/ (2100f MSR SPF) SOFFIT �'' PRE-PUNCHED HOLES INSULATION STOP/AIR DEFLECTOR HI-RIB/SOFFIT CAP i (BENT TO FIT- FASTENED W/ (3) 0.140"x 1 1/2" R.S. NAILS) 2x4 BEV. PURLIN 12 GABLE HI-RIB FILLER PLUGS 2x6 DIAGONAL BRACING 4�' 2-2x6 END COLUMN EXTENSION ' (FASTENED TO COLUMN FILLER STRIPS 24'-2x8 (NO. 1 SYP) W/(4) 1 bd R.S. NAILS) 2x6 BEV. FASCIA G END RAFTER ASSEMBLY 2x4 TRUSS TIE 24' 2090 S.C.TRUSS �f 5"O.G. GUTTER ° FLUOROFLEX 1000 HI-RIB STEEL _ _ _ T#144 & T#146 ADDITIONAL 2x6 NAILER (2) 1/2"x 5 1/2"f��. BOLTS Ek FASCIA TRIMS 24' 2090 S.C.TRUSS (4) 20d R.S. NAILS SOFFIT HI-RIB/SOFFIT CAP R-38 BLOWN-IN INSULATION® R-38 BLOWN-IN INSULATION♦ 52Q CEILING BRACKET , 4 MIL VAPOR RETARDER 4 MIL VAPOR RETARDER 2x6 OVERHANG NAILER 2x4 STRIPPING @ 16"O.C. 2x4 TOP BLOCK 2x4 STRIPPING @ 16"O.C. 5/8"TYPE 'X' GYPSUM CEILING �- Q (2) 1/2"x 5 1/2" M. BOLTS & 5/8"TYPE 'X' GYPSUM CEILING 2x6 TOP NAILER (4) 20d R.S. NAILS 2x4 TOP BLOCK 16" DEEP UNPAGED FIBERGLASS 2x6 TOP NAILER INSULATION UTILIZED AS FIRE BLOCK 5/8"TYPE'X' GYPSUM WALLBOARD FLUOROFLEX 1000 Hi-RIB STEEL — w HI-RIB STEEL 3-2x6 LAMINATED COLUMN 3-2x6 LAMINATED COLUMN FILLER STRIP _ 24' 2090 S.C.TRUSS °0 1 00 O Z FLUOROFLEX 0 (3) ROWS OF 2xb HAILERS 2x4 STRIPPING @ 16"O.C. T#167 Fx T#374 TRANSITION TRIPsS —4 2100f MSR SPF 2x2 VERTICAL BLOCKING AT COLUMN LOCATION (HOLD T#16?3/4"ABOVE T#374) w ( ) Z T#167 TRANSITION TRIM & FILLER STRIP NAIL _-------- 2x6 NAILER 5x,s N,,lu PLATE — 6" (R-19) BLANKET INSULATION 2x6 NOTCHED NAILER (2100f MSR SPF) W/4 MIL VAPOR RETARDER 2x8 (NO. i SYP) HEADER 3 FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT 3' WIDE E�„EBRO+N FRAMES @ --+ \.J 2 APPROXIMATELY '-0"O.C. _ __---- 2x6 STIFFENER 7/16" OSB PROTECTIVE LINER (FRAMES FASTENED TO HEADERS W/ 12'-0" (20) 1/4"x 2 1/2" POWER LAG _ GRADE TO HEEL WASHER HEAD YELLOW ZINC SCREWS GRADE TO HEEL (4) 1 1/2" R.S. NAILS Pam. 5x5 NAIL PLATE Lu .�1 j w T#167 BASE TRIM 12 Z 2x8 TREATED SPLASHBOARD (FASTENED TO 360M &370M FLUOROFLEX 1000 HI-RIB STEEL BRACKETS WITH #14A x 1 1/2" MILLED SCREWS) 10 SET BOTTOM OF HEADER , w 360M & 370M BRACKETS EACH FASTENED TO MFS FELT 7/6"OSB SHEATHING $" BELOW TO? OF FRAME U W/ 15# ROOFING '' z W/(2) HUS-P 6x40/5 SCREW ANCHORS � _ 370M BRACKET (FASTENED TO MFS W/ T#t528 i 4/ � � BUILDING WRAP "j " l_ ZIA (2) HUS-P 6x40/5 SCREW ANCHORS) 2x6 BEV. FASCIA ! U 2x4 NON-TREATED BASEBOARD 2x i 0 (NO. 1 SYP) HEADEP. }- u (20) 1/4"x 2 1/2" POWER LAG T#144 8,T#146 5x5 NAlt. PLATE w= 593M BRACKET ON EACH SIDE OF COLUMN (EACH BRACKET WASHER HEAD YELLOW ZINC SCREWS FASCIA TRIMS ER �~ CREW ANCHOR — 2x6 STIFFEN W O a FASTENED W/ (1) ADDITIONAL HUS P 6x40/5 S ) 5 O.G. GUTTER = T#162 CONCRETE STOP _ _ _ ' 1 �_-- ------ --�� U x 6" CONCRETE FLOOR ` ~ 4' WIDE R-i 0 PERIMETER INSULATION 2x4 SOFFIT SUPPORT r J U 8„ SOFFIT ( � O 8" e . •.. v '. A.. ..•�+y A. •�'p l�r:�S OFF !T�rAP - �� J _ ' t 3-2x6 LAMNATED COLUMN ( l � . .:::. .+ t e�4::{'jo:c� .•r, ... y� 8+-4„ f{LLFR STRIP - / W o_ FINISH "��'.., ;..i. ;:. ,y..;. GRADE TO DOiT�OM,, ilt_ FINISH .:s.^�-,�.;,.,,, „ GRADE G, 2x6 BEV. FASCIA ~— Z GRADE •4 MI`NIMUM COMPACTED GRANULAR w5x6'MFS PRE-CAST CONCRETE COLUMN F'UOROFLEX 1000 HI-RIB STEEL i� Ix BASE OR IN SITU GRANULAR SOIL v'' 2x6 TREATED BOTTOM PLATE O 4'-0" •�'' 5x6 MFS PRE-CAST CONCRETE COLUMN 4'-0" 3` FIDE EYEBROW OVERHANG SECTION J Z � _ 21"THICK CONCRETE PAD (2500 PSI MINIMUM). 21"THICK CONCRETE PAD (2500 PSI MINIMUM). SCALE: 1"= 1'-0 X 20" BELOW BOTTOM OF PRE-CAST CONCRETE 20" BELOW BOTTOM OF PRE-CAST(CONCRETE COLUMN AROUND EXPOSED REBAR CAGE ' '• COLUMN AROUND EXPOSED REBA�R CAGE 0 AND 3/4"x 14"THREADED ROD WITH AN : , ' AND 3/4"x 14"THREADED ROD WIlfH AN Q ADDITIONAL MINIMUM 1 ABOVE BOTTOM OF ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF n. PRECAST CONCRETE COLUMN. PLACE PRECAST CONCRETE COLUMN. PLACE 16"O CONCRETE BELOW AND ABOVE BOTTOM OF 16"QS CONCRETE BELOW AND ABOVE BOTTOM OF O LOWER COLUMN IN ONE OPERATION. LOWER COLUMN IN ONE OPERATION. LJLJ = 0 w w SIDEWALL SECTION H ENDWALL SECTION I N SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" U-J g _I z Q Z h 2x6 NAILER �N-1 BEVEL CUT EDGE OF HIP FRAME 2x8 (NO. 1 SYP) HEADER 2x6 STIFFENER ' r 0 EYEBROW HIP FRAME ° 2x8 BLOCK WITH 2x6 BACKER (SEE DETAIL TO RIGHT) 3' WiDl EYEBROW OVERHANG FRAME / 2x6 NAILER 3 1/2„ ` 5x5 NAIL PLATES ((2) EACH EYEBROW FRAME WIDTH -3 1/2" " SIDE OF FRAME- BENT OUT 900 2x6 STIFFENER I & DRAWN BY.• BISHOP FASTENED W/ (4) 1 1/2"R.S. CENTERLINE OF EYEBROW HIP NAILS PER PLATE AS SHOWN) DATE.' 6/14/2016 2x8 (NO. 1 SYP) HEADER 2x8 BLOCK WITH 2x6 BACKER 2x10 (NO. 1 SYP) HEADER 2x6 STIFFENER CHECKED BY.- B. WOLF °0 DATE.' 6/23/2016 4f: 2x8 NAILER (LAP FRAME APPROX. 1 1/2") _ ° � REVISED DATE.' ---- REVISED DATE: -- CENTERLINE OF EYEBROW HIP 0 0 ( REVISED DATE: -- 0 0 REVISED DATE: --- ° 2x6 BEV. FASCIA EYEBROW CONNECTION DETAIL STANDARD EYEBROW FRAME WITH 3 1/2" TRIMMED OFF FASTENED TO HEADERS WITH TRIMMED HIP FRAME FASTENED TO BLOCKING SCALE: i"= 1'-0' 2x6 STIFFENER 10d R.S. GUN NAILS 4"Q.C. STAGGERED W'/ (5) 20d R.S. NAILS. 2'STRAP (THIS SIDE ONLY) 'of NEW FASTENED TO HIP FRAME W/ (4) 1 1/2" R.S. DF Y NO. 1 SYP HEADER NAILS AND TO HEADER W/ (3) 16d R.S. NAILS. 2x10 !:co �P, 'p E �G • ��. r .d ? 'i EYEBROW HIP CONNECTION DETAILS SCALE: 1"= 1'-0" AR 3 0 2017 $e4t SCALE.'AS NOTED held te:rn SHEET NO. Planning Board S 6 OF S8 OFFICE.' CUTCHOGUE, NY JOB NO. 128-059720 ® 2x6 BLOCK BETWEEN NAILERS FASTENED TO COLUMN W/ \ 20d GUN NAILS @ 3"O.C. I _o e ' ` 40'-0" 99'-9" v � c� 3-2x6 LAMINATED COLUMN p_ cv 2x4 &2x6 NAILERS FLUOROFLEX 1000 HI-RIB STEEL ADDITIONAL 2x6 LAMINATE 3-2x6 LAMINATED COLUMN i 7/16"OSB a_ w 60' -2x10 (NO. 1 SYP) END RAFTER ASSEMBLY 2x6 NAILERS FLUOROFLEX 1000 HI-RIB STEEL i m 2x10 NAILER (CUT TO FUT UNDER BOTTOM i� i� 6" (R-19) BLANKET INSULATION 6" (R-19) BLANKET INSULATION 2x6 VERTICAL BLOCK ® � BETWEEN NAILERS i i W/4 MIL VAPOR RETARDER W/4 MIL VAPOR RETARDER - Z CHORD OF END RAFTER ASSEMBLY) i �^�,i � 3-2x6 LAMINATEDw Z GABLE HI-RIB FILLER PLUGS i �,� ` JAMB COLUMN O T#129 & T#191 CONNECTION TRIMS d 4' WIDE 7/16"OSB SHEATHING W/ 3' WIDE SELF-ADHESIVE WATERPROOF MEMBRANE _ _ _ _ _ _ _ _ FLUOROFLEX 1000 HI-RIB STEEL r _T 71 ! 6" O S B S I"`!_EA_R���_�A LL DETAIL _ _ 5/8"TYPE'X' GYPSUM WALLBOARD FLUOROFLEX 1000 HI-RIB STEEL SCALE: ]/2"_ ]'-G" -�-- ~ O� (MOISTURE RESISTANT IN RESTROOMS) 2x4 STRIPPING v 2x4 STRIPPING @ 16"O.C. Z 2x4 PURLINS @ 24"O.C. T#48 INSIDE CORNER TRIM (, 1 (2100f MSR SPF) 2x4 LEDGER (FASTENED TO TOP 390 CLIP 39Q CLIP CHORD OF TRUSS W/ l Od R.S. GUN 2x6 VERTICAL BLOCK NAILS @ 6"O.C. STAGGERED) 2x4 STRIPPING v 5/3"TYPE 'X' GYPSUM WALLBOARD 24' 2090 S.C.TRUSS (MOISTURE RESISTANT IN RESTROOMS) FLUOROFLEX 1000 HI-RIB STEEL Z !I BOTTOM CHORD OF 60' —� '- 24' 2090 S.C. TRUSS ;I (TOP CHORD FASTENED TO EACH 2x4 STRIPPING @ 16"O.C. I I 6" (R-19) BLANKET INSULATION 2x6 E.C.E. -----� - 7Z END RAFTER ASSEMBLY COLUMN W/ (4) 20d R.S. NAILS) W/4 MIL VAPOR RETARDER i v Z G _R2 w �0 N 52Q CEILING BRACKET 7/16"OSB DRAFT STOP ON BOTH SIDES O'F COLUMNS 24 2090 S.C. TRUSS & 60 END 2x4 TRUSS TIE r RAFTER ASSEMBLY {ABOVE) I I _^� r___________� W O j 2x4 TOP BLOCK U T T . U 2x6 TOP NAILER ♦R-38 BLOWN-IN INSULATION INTERIOR HI-RIB STEEL CONNECTION DETAIL #2 2x6 NAILER o 2x4 STRIPPING @ 16" O.C. 2x4 STRIPPING SCALE: 1/2"= V-0" I �:; = u—� O i L------------1 �_ 4 MIL VAPOR RETARDER ! -;--__-`-_- T O 5/8"TYPE 'X' GYPSUM CEILING 3-2x6 LAMINATED COLUMN I _L._ 7/16"OSB 4 . i ----- ; .i O U . � T •! 2x6 VERTICAL BLOCKS @COLUMN _ I BETWEEN NAILERS AT COLUMN Z . � LOCATIONS &OSB BUTT JOINTS x GRADE TO HEEL r -I _--- 5/8"TYPE 'X' GYPSUM WALLBOARD 2x4 STRIPPING @ 16"O.C. T i------------- PERIMETER I OF OSB SHEETS �'\ i T c Z NAILED W/ 1 3/4" R.S. COIL. \ I T ' ! 1 1 = 6" (R-19) BLANKET INSULATION \ I T GUN NAILS @ 3"O.C. L ------ —__1_ Q ce W/ 4 MIL VAPOR RETARDER r----- �' ---_ 3-2x8 LAMINATED JAMB COLUMN 0- ON BOTH SIDES OF COLUMNS I I T T 24' 2090 S.C.TRUSS & 60' END 1 I H RAFTER ASSEMBLY (ABOVE) I I I (-L-_-_-_-_-----J f - 2,16 NAILERS LjLj 2x2 VERTICAL BLOCKING I I ! . . . . . AT COLUMN LOCATION x X (20) 1/4"x 2 1/2" POWER LAG 2x4 STRIPPING @ 16"O.C. WASHER HEAD YELLOW ZINC SCREWS 5/8"TYPE 'X' GYPSUM WALLBOARD ' 2x8 TREATED SPLASHBOARD 6" (R-19) BLANKET INSULATION 'i - - - i L OSB NAILED TO iNTEPMEDIATE W/360M &370M BRACKETS 39Q CLIP W/4 MIL VAPOR RETARDER : ---------- SUPPORTS W/ 1 3/4" R.S. COIL 2x4 NON-TREATED BASEBOARD 2x6 VERTICAL BLOCK s ON BOTH SIDES CIF COLUMNS `--.-- - .I GUN NAILS @ 6"O.C. W/370M BRACKET 2x4 STRIPPING @ 16"O.C. 1"x 1 1/2" BLOCK W/T#109 BASE TRIM 5/8"TYPE 'X' GYPSUM WALLBOARD ADDITIONAL 2x6 (LAMINATE ADDITIONAL 2x4 NAILERS AT 8„ , 4 ° OSB PANEL EDGES & �'► . ' T • j ' BETWEEN STANDARD NAILERS T --- ----- T . i 'e FCtR 24"O.C. MAX.SPACING r -----------�: :a' `°: =;,' ,;� ;"•' :'.';iy";;;; 3-2x6 LAMINATED COLUMN i ' ' T 2x6 NOTCHED NAILER L--------------i° 2x6 TREATED BOTTOM PLATE W/ 593M BRACKETS INTERIOR HI-RIB STEEL 5x6 MFS PRE-CAST CONCRETE COLUMN r__________ 6 (R-19) BLANKET INSULATION 4'-0" W/4 MIL VAPOR RETARDER 2x4 STRIPPING �-L ---'; 514x6 NAILER ° 21"THICK CONCRETE PAD (2500 PSI MINIMUM). FLUOROFLEX 1000 HI-R18 STEEL _-_- ---- -- 20" BELOW BOTTOM OF PRE-CAST CONCRETE 2x6 NAILERS b I i T (R-19) BLANKET INSULATION COLUMN AROUND EXPOSED REBAR CAGE T#48 INSIDE CORNER TRIM W/4 MIL VAPOR RETARDER T T •I 2x8 TREATED SPLASHBOARD AND 3/4"x 14"THREADED ROD WITH AN FLUOROFLEX 1000 HI-RIB STEEL II T ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF I T T PRECAST CONCRETE COLUMN. PLACE 2x6 NAILERS - DRAWN BY. BISHOP 16"0 CONCRETE COLUMON NOD ABOVE OF •� � ��. I DATE.' 6/14/2016 ,;=� CHECKED BY., B. WOLF CONNECTION SECTION K CONNECTION DETAIL #3 ::;:� .,; DATE.• 6/23/2016 = SCALE: 1/2 - 1 -0 REVISED DATE: -- SCALE: 1/2" V-0" 7/16" OSB SHEARWALL ELEVATION REVISED DATE: --- �__ _ REVISED DATE.• --- SCALE:1/2." =1',v" REVISED DATE.' --- (SHOWN FOR ENDWALL LOCATIONS- PARTITION WALL LOCATION IS Sltv,iLAR) s X"'b r 7 . s a �o • •'W. L ,! Q MAR 3 0 2017 Snuthold To•.arT - SCALE:AS NOTED Piar.ninq Sward SHEET NO. S70F S8 OFFICE: CUTCHOGUE, NY JOB NO. 128-059720 .ti Ln U yoy c� co cv a_ w m O :E Z Q/ w Z 0 CL _ z U � z w ROOF STRUCTURE FASTENING SCHEDULE Z Q VENT-A-RIDGE TO BASE TRIM #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @ 8"o.c. _ U ^ (2) RIDGE BASE TRIM TO 2x4 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (V-0"o.c.) y y QQ HI-RIB STEEL TO 2x4 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (V-0"o.c.) _ ( � ui o D 20 ga. GALVANIZED PURLIN CONNECTORS #9 x 1" HWH SCREWS `•' W p _O @s 2x4 PURLINS TO TRUSS (INTERIOR ZONES) 0.200"x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE U © 2x4 PURLINS TO TRUSS (EXTERIOR ZONES) HEADLOK 0.19"x 6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE �[ �= QQ 24'STRAIGHT CHORD TRUSS TO COLUMN (2) 1/2"x 5 1/2"M.BOLTS & (4) 0.177"x 4" (20d) RING SHANK NAILS Q 60' RAISED CHORD TRUSS TO COLUMN (2) 1/2"x 5 1/2"M.BOLTS & (12) 0.177"x 4" (20d) RING SHANK NAILS �- O U J = F— O ad 0 ® WALL FRAMING FASTENING SCHEDULE (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD YELLOW ZINC SCREWS (3-2x6 COLUMNS W/ 5x6 MFS) Z �/ o O COLUMN TO MFS PRE-CAST CONCRETE COLUMN (32) 1/4"x 2 1/2" POWER LAG WASHER HEAD YELLOW ZINC SCREWS (3-2x8 COLUMNS W/5x8 MFS) Q x0 360M &370M BRACKETS TO MFS PRE-CAST CONCRETE COLUMN (2) HUS-P6x40/5 SCREW ANCHORS to >> 2x8 SPLASHBOARD TO 360M &370M BRACKETS (4) #14A x 1-1/2" MILLED SCREWS ! n O v n. 2x6 NOTCHED NAILER TO COLUMN (4) 0.148"x 3-1/2" (16d) NAILS C@ SPLICE/ (3) 0.148"x 3-1/2" (16d) NAILS @ STANDARD CONNECTION O ©Q 7/16"OSB TO SPLASHBOARD & NOTCHED NAILER 0.099"x 1-1/4"ASBESTOS SIDING NAILS 2x6 NAILER TO COLUMN (4) 0.148"x 3-1/2" (16d) RING SHANK NAILS @ SPLICE/ (4) 0.148"x 3-1/2" (16d) RING SHANK NAILS @ STANDARD CONNECTiOti Q w 5� 60' END RAFTER ASSEMBLY TO 2x6 END COLUMN EXTENSIONS (6) 0.177"x 4" (20d) RING SHANK NAILS H 0 5B 24' END RAFTER ASSEMBLY TO 2-2x6 END COLUMN EXTENSIONS (6) 0.177"x 4" (20d) RING SHANK NAILS ! 1 1 g 9 2x4 PURLIN TO END RAFTER ASSEMBLY HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE -� J iQ HI-RIB STEEL TO NAILERS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (V-0"o.c.) Z 18 SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOfFIT/HI-RIB CAP is SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE s0 7/16"OSB SHEARWALL - Q OSB TO PERIMETER BLOCKS/ FRAMING 0.1 13"xl-3/4" RING SHANK COIL NAILS @ 3"o.c. Q OSB TO INTERMEDIATE FRAMING 0.1 13"xl-3/4" RING SHANK COIL NAILS @ 6"o.c. BLOCKS TO COLUMNS 0.131"x 3-1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS @ 3"o.c. DRAWN BY.• BISHOP DATE. 6/14/2016 CHECKED BY, B. WOLF DATE. 6/23/2016 REVISED DATE.• --- REVISED DATE:REVISED DATE: ---- EVISED DATE.' --- o �Q '0 Z. r se t� •O, [ r1 O (D , 1 O t <<O 6 U I� t u `l MAR 30 2017 SCALE.,AS NOTED SOL''i1Ci Tc.n _� SHEET NO. Planning board C Q OF C Q s� A / N/O/F JOHN 8 SUSAN DR05KISKI 51TE PLAN BASED ON www.dignetnycli.com ?4 \ ry0 PROP05ED WATER METER LONG / \ 60MMER61AL BUILDING OR16INAL SURVEY BY: or Q F ------ - --- - - -- - -_ .;_ __ ER05ION CONTRO MEASURE. / � HELL I50'+ �I of NSW YOLK CITY XX�rl4sl ` ISLAND . i ) INSTALL SILT FENCE A5 SHOWN. FENCE SHALL Q • \ g 1 PEC.oNIG SURVEYORS,P.G. www.call811.com PROPOSED WATER 5ERVIGE '_ �; q 6(for other states) SOUND ��r= o\ \ 1230 TRAVELER STREET �p GONNEGTION POINT �'I �� � BE MAINTAINED THROUGHOUT DEMOLITION / / / SOUTHOLD N.Y. I loll GONSTRUGTION PHASES AND REMAIN IN WORKING \ EXISTING U/G POWER/COMM GABLE TO STUB UP NEARBY 631-165-5020 �� S59°55'31 T 63.14r j� % �v / CONDITION UP TILL PROJECT COMPLETION / 6� J\ EXISTING - - 600-212-4480 81 / / UTILITY PANEL. UTILITY SERVICE PERSONNEL 631 lb5 Ilgl FAX \ �. i ExISTI"� SHALL REWORK EXI5TIN6 LINES AND PROVIDE A MEANS SURVEY DATED: 04-13-2010 X15TIN6 UTILITY POLE W/EXI5TIN6 U/6 5ERVIGE s h 59 D'+ I SITE ASPHALT 'OF CONNECTION(JUNCTION BOX PER CODE) FOR THE LAST REVISED: I I-04-2010 O G NTLY PROVIDED TO EX.OFFICE TRAILER. I By law,excavators and contractors working in the For safety reasons, homeowners are strongly •,2� LOCATION 4 / / 0 REMAIN \ \ CONTINUATION OF SERVICE LINES TO PROPOSED BLD6. (SERVIC BE REWORKED TO PROVIDE POWERPAVEMENT EX PNL five boroughs of New York City and Nassau and encouraged to call as well when planning any AND GOMMUNI N5 TO PROP05ED BUILDIN6) / Suffolk Counties on Long Island must contact type of digging on their property.Homeowners h I / \ \ OWNER: PROPOSED ADDITIONAL ASPHALT(SOq S.F) NORTH FORK RECYCLING DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by EXISTING 51GNAGE TO REMAIN +53.0' REPUTED LOCATION OF / ' -------..._ ,I __--i __-- / / �64 � ,�; ,_,... \ SAWGUT EXISTING PAVEMENT PRIOR TO but no more than 10 working days(excluding calling 811,the national call before you dig . EXI5TIN6 HATER MAIN weekends and legal holidays)prior to beginning PROP05ED I RPZ IN HOTBOX ON P.G. INSTALLATION SEE DWG SP2 FOR number. For excavation work completed on RESTORATION DETAIL SLAB,FOR INFO. SEE 'RPZ PLAN' any mechanized digging or excavation work to personal property, it is the contractor's y .`'¢ W ensure underground lines are marked. responsibility--NOT the homeowner's-to contact MAINTAIN ALL REQUIRED SEPARATION Excavators and contractors can also submit D�igNet. Having utility lines marked prior to DISTANGE5 HHILE INSTALLING PROP05ED EROSION CONTROL MEASURE PROPOSED HOUSE CONNECTION AND r64q' j;: . ^ \ \ INSTALL SILT FENCE AS SHOWN. FENCE SHALL BE locate requests online,through ITIC.If you do not digging is free of charge. WATER SERVICE /`a currently use ITIC,please call 1-800-524-7603 osa a h OUTLET PIPE FROM NEW BUILDING TQ �40, l to ', Pa, g\ \ \ �., MAINTAINED THROUGHOUT DEMOLITION/ for more information. EXISTING STORM DRAINAGE MI �Q JR / �� (� o,�,,,E EXISTING SANITARY SYSTEM. PIPE '� r: Q ifs �Q Q ' CONNECTION AT SEPTIC TANK T/6 BE 19 q \ \ CONSTRUCTION PHASES AND REMAIN IN WORKING LEAGHINS POOL,TOG = EL 52.5' `� �' ' I EX WELL AND \ - ,s° '`� .�WATER 5ERVIGE LINE \ CONDITION UP TILL PROJECT COMPLETION ' / o 8'm x e'DP TO REMAIN a/ ¢w �� �• .z: :-,,. INSTALLED AT INV. EL. b2.0'. \ .. A. Q TO BE ABANDONED ER05ION CONTROL MEASURE: o� o / oz�`�lO V LOCATION MAP: ZONING INFORMATION. "/0/F NORTH FORK INSTALL SILT FENCE AS SHOWN. FENCE SHALL BE � NOT TO SCALE \:: V, \j MAINTAINED THROUGHOUT DEMOLITION / ��+ 4 c�` RE50JRCES INC. V- \ i 'L ' CONSTRUCTION PHA5E5 AND REMAIN IN WORKING (COMMERCIAL BUILDING WITH / PROP. I \ LIGHT INDUSTRIAL I CONDITION UP TILL PROJECT COMPLETION ���� �> EXI5TIN5 STORM DRAINAGE GONTRAGTOR SHALL CLEAN(2) EXI5TIN6 DRAINAGE LEAGHIING POOLS PUBLIC WATER) / ICE AREA:Q60 5 . /y co, o,�p LOT SIZE: 40p00 MIN LEAGHIN6 POOL,TOG = EL 52.3' ALONG ENTRANCE OF SIDE ON NE. AND N.W.SIDES OF DRIVEWAY AT _ A Q f` �H ®�''2i' v �/ �'ryo �':: N 0' ELEGTR GAL PANEL + \ / 8'�x 8'DP TO REMAIN THE COMPLETION OF GONSTRUGTION. EXISTING: _211800 S.F. (5.0 AG) N/O/F NORTH FORK ° PROPOSED: N.G. EXISTw� o RESOURCES INC. / 2 �`� �. �- TO REMAIN \ (COMMERGIAL BUILDIN6 >( J\ �Q EXISTING POWER/COMM. 5ERV. TO BE REWORKED/REROUTED TO �� . �g�o ABANDONED\ f �600 �NT�q LOT WIDTH; 100 MIN WITH PUBLIC WATER) 1' �' �_` X. GTRIGA INST LEGEND: / / / R D 6 Ex.S.T. TEST \L PIT 'STUB UP IN LOCATION NEARBY E ELECTRICAL PANEL ALL / EX.L.P. PROPOSED EXISTING: 30q 33 '\ REQUIRED 5PLIGE/JUNGTION BOX FOR INTERMEDIATE CONNECTION 4 U'2" STY STEEL BUILDING Ex.PNL PROPOSED: N.G. NY s UNDERGROUND LINES - - / / PROP. LANDSCAPE SCREENING: FOR CONTINUATION OF PROP05ED D� POINT. FOR CONTINUATION OF POWER/COMM. SERVICE LINE p``' Q TL. AREA: 6g60 S.F. a , I"P PUBLIC WATER SERVICE LINE �n �C \ SEE PARTIAL SITE PLAN(TH15 DWG) WATER 5ERVIGE W �+ h'o� S'�ne F.FL•EL. ®�b5.25' (13) b H. Dk�AMERI(AN ARBORVITAE LOT DEPTH;150' MIN O 6 PROVIDE 5 W BOTANICAL NAME: THUJA SEE PARTIAL 51TE PLAN (THI5 DWG) OLD / STORM DRAIN so so So \ P.G. WALK(46l S.F (NO BASEMENT) OCCIDENTALI 'NIGRA' ®\ EXISTING: go5.41 / �p 6 SEE PVMT OTL,DWG 5P2 PLANT: 5' TO b Or, SPACING PROPOSED: N.G. / � EXISTING ELECTRICAL � EXISTING TEMPORARY STORAGE SANITARY PIPING -� 55 PROVIDE STRIPING FOR o �� / / a �d TRAILERS /BL065 TO BE REMOVED / � PANEL TO REMAIN Nio� ° / / ��� TEsr HOLE / SEE PLANTING D�L,DW6 SP2 FRONT YARD 5ETBAGK; MIN STORM WATER FLOW ARROW II / ® PROP. (2 STY (STORAGE ITEMS No.l THRU No.l2) / co tiNe / \ PROPOSED PARKING SPACES SET EXISTING EXISTING: Iig.l / � r. .S M HEATED WAREHOUSE AREA: p I -90 MFpc� sgti W � FINISHED FLOOR ELEVATION FINFLBL._ / / II \ ON EXISTING ASPHALT PAVEMENT: 4A60 S.F. / uQ PROP (Y2 STY ABANDONED WELL PROPOSED: 58.1 EXISTING SANITARY SYSTEM TO REMAIN. / ( o: \a' ��� WF� �� �N� q � l 5� PARTIAL PLAN, THIS DWG FOR ,: \ \jO�i �So; ois�� �N��� EX15TINO LEAGHIN6 POOL �O'j EX.SPOT ELEV. x6.0 / \moo o' SEE HG PARKING DTL, DWG. 5PI �000 S OPEN AREA: oc o� F.FLH..®6525 �O IN I / 0 NEIGHBORING WELL + vo p SIDE YARD SETBACK: 20 M CONNECTION TO PROP05ED BUILDING +64.G' �:' \ EXISTING: 5b.0' •c' \� \� oFFS��<� I w/OPEN GRATE EX.UTILITY PIOLE �� Ex15T1115 / -� 'yi4. F.REL.®6625' h�/ / /o��� EX R� \ p / ASPHALT PAVEMENT PROPOSED: lg.g' EXISTING PWR/GOMM SERVICE TO BE +6.5' �\ WATER SERVI=NE TEST HOLE �� Q R / I DISCONNECTEDD FROM TRAILER AND // ^��sTo�r� TO BE ABANDONED I // o I6 TOEMAIN +b5Y c R '� I / SIDE YARD 5ETBAGK CUMULATIVE. 40 MIN PARTIALLY ABANDONED ���'� \'Ui EXISTING \ -9j c �% I / POSED STORM DRAINAGE SYSTEM No.3. \S\ pMM p V\* EXI5TING: 24&.0 / /� c �r �. `� ELECTRICAL PAN �A'c Riy ��/ / �OEDIGATED TO BUILDING ROOF RUNOFF - PROP05ED: I66.1' EXISTING OFFICE TRAILER S �sT��� j TO REMAIN 'I _ D PROVIDE (2) 8(P x 14 L.D. STORM ORNG r TO BE REMOVED 6o n S N1\P,�����o �s� l 1\ �f�N�F ��oR��rOR PROP05ED DUMPSTER Ex.P.G. LEAGHIN6 POOLS CONNECT AS SHOWN V m .�� o . / FNc �(' sio s �� / ' \ 5LAB TO m REAR YARD SETBACK: 10' MIN EXISTING SANITARY SYSTEM / sT � sj r� 80 `��src)p ` EX15TI F� �o FN / / AREA ON EXI5TIN5 REMAIN �y j/MAINTAIN ALL REQb SEPARATION DISTANCES a Q EXISTING: 541.8' OUTLET PIPE TO BE GAPPED AND/ ��s ��. �'Ibg� ��BANDONE \ .S J� /. J? ASPHALT PAVEMENT PROPOSED: 566.0' I ABANDONED IN PLACE �N ° O WELL�IT 64� �i / DWG SP2 \ 4 6 EROSION CONTROL MEASURE- ABANDONED p SEED AIL, RELOGA'fED FUEL 5 ON PROPOSED / PROVIDE INLET PROTECTION FOR ALL OPEN W CV P.G.SLAB TO RECEIVE �� �r � / •/ � �� \ IO'W X I6'L6�':G 5 VEHICLE T-- �. PPOP05ED BUILDING X.RETIRED ST WELL ,X COVERS TO GRADE. SEE OTL DWG SP2 LANDSGAPE AREA REQUIRED: 25`% (54,450 5.F) 14>1 of (SEE PROP05EP PARTIAL / ��� �o PROTECTION. 5F�PAVE T SECTION V - / �� PLAN,THIS DWG.) �� EXISTING AND BOLLARD DETAIL,ONO. 2 .. GLi m EXISTING: I / \ PROP05ED: / \ TE5T ° ABANDONED WEL� e� �� y\ \ °. / I4 / ®HOLE tea. . o E / o d- a MAXIMUM PERMITTED DIMENSIONS: / � \ EX15TI115 8° �p EX GONG WALL / / / I / / / �� �G? \ \ \ ° .• / (�(� X �- TO BE REMOVED / / �� ASPHALT PAVEMENT LOT COVERAGE: 30% MAX(65,340 SOFT) I / T REMAIN +b5.1' v'` ;� / / J J_ EXISTING LOT: 2.15% (4614 SQ.FT) �,�� \ 6% �b Y E- 4 X Z PROPOSED LOT: 3.20% (6,g60 50.FT) / �� 6 / / ( 5ANITARY YIELD GALL: I /* EX.FUEL TANKS ON \X PARTIAL SITE PLAN EXISTING SANITARY SYSTEM INSTALLED: P.G.SLAB T0,BE �X � �/ /} • APPROVED FOR GONSTRUGTION STAMPED ON: 04-15-Igg5 BLDG HEIGHT: 35 FT. MAX ���/ / \ REMOVED AND v ALLOWABLE FLOW(OEN5ITY): 5L.D.H.5. REF. No. CIO-ql-Ob 2 EX15TINO LOT: ±I t vim/ / \ RELOCATED GROUNDWATER MANAGEMENT ZONE: IV O W PROPOSED LOT. 28 / \ DIM. TRAP SIZE ALLOWABLE FLOW FOR SITE = 600 GPD/ACRE EXISTING 300 GPO SYSTEM CURRENTLY INSTALLED. -4 �- LLB 1511, \ / 4" 30 15 0 30 60 q0 TOTAL SITE AREA = 5.0 ACRES(t21VOO SQ.FTJ I - 1,000 GAL. SEPTIC TANK NUMBER OF STORIES;2 1/2 MAX. �� �� 1 \ _� A 30 GRAPHIC SCALE 1" = 3o'-O" (600 GPD/ACR.EX5.0 ACR.E5) = 3000 GPD ALLOWED I - 8'cP x 12' EFF. OP. > N � EXI5TING: I STY ti� EXISING T _ a 30 PROPOSED: ly STY / /. �� LOCATION FOR \ �o� �} ** THE EXI5TIN6 MINIKH SANITARY SY5TEM MEETS SGDH5 Cf� \ PGA 5TORAGE \ �@� G g H.G. PARKING SIGN "NO PARKING SANITARY FLOW GALL: REQUIREMENTS (SIZE AND GONFIGURATIOI� FOR F'F'OGE551NG THE SEE PARTIAL ITE PLAN O (SEE DETAIL THIS 5HT) ANYTIME SIGN PROP05ED BUILDING AREA(6,%0 S.FJ BREAKDOWN: PROPOSED SANITARY FLOW (2g1.6 6PD) TEST HOLE / / • �e��v \6� \\ °: „ e ... m �" °° HEATED WAREHOU5E AREA: 4,DbO 5FI 6p00 S.F. W BY: YOUNG AND YOUNG / �, w� \ -,,FOR WORK IN T�IIS AREA / � / � DATE: MAY 23, HT1 `� �� \ (THIS DWG) /}� b ° ° �- OPEN SPACE AREA: 1,14o SF PROP05ED WORK: / / \ A ° CONNECT EXISTING SEPTIC TANK TO INTERNAL WASTE PIPING FROM PROP05ED EL.65.5' 6ROUND LEVEL 0' / o° �� �? �? \6 \ ° FLOW RATES: BUILDING. G.I. WASTE PIPING SHALL PROJECT FROM THE BUILDING FOUNDATION ENGINEER: BROWN LOAM p �� ��� ��� �� /}���� _ B GENERAL INDUSTRIAL = 0.04 6PD/5F A MINIMUM OF 24 IN LENGTH. CONNECT A 4 CLASS 2400 PIPE (5DR) TO THE -_,... (OLD �,` / yd +6T.�' �° �° \ / �o _ NON-MEDICAL OFFICE SPACE = O.Ob 6PO/5F G.I. PIPE WITHIN THE PROPOSED HOUSE TRAP AT BUILDING FOUNDATION. Uv E 1rV Y EL.64.0' I5'BELOW GRADE .�y y` �X co P~ �� }�� COVER THICKNESS p - INSTALL INLET PIPE IN SEPTIC TANK WALL® INV.EL. 62.0'. T gO O,p 3 16" FOR SPAN OF 30" ° TRAP ° - %0 SF X O.Ob 6PD/5F 51.6 GPD FLOW THE PROP05ED PIPE SHALL BE PITCHED Y4' /L.F. . FINE TO COARSE \O / W�<< o �� +bO3 }� / �� ° a o �00 5F x O.04 GPO/5F = 240.0 GPO FLOW THE PROP05ED HOUSE TRAP OUTLET INV. EL. n, 3 F r \ 1/4 FOR SPAN OF 36 n ° SAND(5P) fy� / / �coN °RFy �• EXISTING /��� °• a TOTAL 51TE FLOW = 2gl.b GPD t', p� CT N ` LOCATION FOR e` 5/16" FOR SPAN OF 45" e SEPTIC TANK CALCULATION: +I '" / \ °RF bT.9'+ RCA 5TORA6E �� " �� ( ( _ t .► w O / Fr c MAN w} 3/8 FOR SPAN OF 60 V V 2glb GPD X 2 = 5g5.2 GPD m ? ro °Nc a / ! 1/2" FOR SPAN OF 12" SEPTIC TANK CAPACITY REQUIRED = 5C15.2 ISM AREA OF DISTURBANCE: 2 '� Cr PLAN s I T 38,ba8 SQ.FT. \R r } LEACHING POOL CALCULATION: A P EL.40S' -25A'BELOW /� / / / 6ALV. STEEL 2glb GPD / IS C-A V6.F. = Ig8.4 5F REQUIRED oFEss�� C-RADENO WATER ENCOUNTERED �� � \ \ %}/ FRAME ff COVER GRADE TYPICAL PARKING DETAIL 51DEWALL LEACHING AREA REQUIRED = 1gb.4 5F 5GDH5 REF. No. NOT TO 5GALE JEFFREY T. E3UTLER, P.E. PRIOR SGDHS REF. No. GIO-�I-1-DD08 O / EXISTING f ` � // �/ �OQ�' SLAB O OQ" �� LOGAPCN F R �- -� / RCA ST Ac5E �_ } �� CAULK WATERTIGHT 0 0 / / �5g` /� �o v BETWEEN PIPE AND �� F- � ,�o �� ./ / ���� SLEEVE RESERVED PROPOSED SITE PLAN: o � � _� ��� 0 • / �p`�/ // / ��°^ SEE PLAN FOR PARKING G 51TUATE AT: LY 6ALV. STEEL SLEEVE a o G INV. ELEVATION NO b415 COX LANE CUTGHOGUE,NY vLL ° TOWN OF 50UTHOLD z 11J r SUFFOLK COUNTY, NEW PORK - d- Q l SGTM NO.. 1000 83-03-04.1 ,.',/' � 6 } PARKING • _ i - �56 SECTION USE: w -I O m O O 2 EXISTING ANY EXISTING WATER SOURCE: PRIVATE WELL TO BE ABANDONED Q OL LOCATION FOR } EXISTING MONITORY 5 PROP05ED WATER SOURCE: PUBLIC SERVICE RGA STORASE 1 / WELLS ON NEIGHBORING TOWN ZONING: LI (LIGHT INDUSTRIAL) \ Zv0 � o � PROPERTY TYPICAL GAL t�0U5E TRAP DETAIL TIME GROUND WATER MANAGEMENT ZONE: IV � , FEMA FLOOD ZONE: N/A 5GALE: NONE ( ./ P4-6 DATUM: ELEVATIONS AND TOPO REFERENCED TO M5L Uj Ci o Y NO PARKING l N. I .S.D.O.T.) SITE DATA: EXISTING: PROPOSED: w � J ANYTIME 51 ON (5EEE: SITE PLAN FOR LOG) AREA OF 51TE: t211,800 S.F. N.G. (� U_ X # V c �� EXISTING SITE DRAINAGE GALL.: UI DING AREA: (5.0 AGJ N.G. 10-01 �° , Ij j \ / PROPO5EO • .. APPLICANT: - MOT TO 5GALE HANDICAPPED BUILDING TRAILER 644 S.F. TO BE REMOVED O rF�J .� \ ` --5TORMWATER CONTAINMENT AND MORTON BUILDINGS VOLUME = AREA x RAINFALL x GOEFFIGIENT AREA - S.F.OF RUNOFF ORIGIN PARKING 51 GN ~ v ILL RECHARGE AREA 22355 COX LANE,UNIT No.4 TEMP 5TOR No.1 2bO S.F. TO BE REMOVED 111 AREA: 111,310 SOFT. / CUTCHOGUE, NY IIg35 RAINFALL = 2 = 0.161 NOT TO SCALE Q �- N \\ SroRAGE VOL.: t2l5oo Guar., COEFFICIENT OF ASPHALT = I.0 TEMP 5TOR No 2 248 S.F. TO BE REMOVED Z - - 631-134-4060 O o � � COEFFICIENT OF GRAVEL,DIRT,RGA = 0.40� TEMP 5TOR No3 312 S.F. TO BE REMOVED "'BASED UPON 5UB6RADE OF FINE TO COARSE SAND TEMP 5TOR No.4 312 5•F. TO BE REMOVED O A \ \ •• LEGEND: TEMP 5TOR NoS 232 S.F. TO BE REMOVED Z W '•.•\• '� EXISTING DRAINAGE SYSTEM No.l PROPOSED DRAINAGE GA G: PARKING GALGS: TEMP 5TOR No.6 bbb S.F. TO BE REMOVED TEMP 5TOR No.l 10 S.F. TO BE REMOVED Z h� UNDERGROUND LINES -us Lr- Lr- - ASPHALT DRIVEWAY ENTRY - 4000 S.F. VOLUME = AREA x RAINFALL x COEFFICIENT PARKING REQUIRED ON SITE PER TOWN CODE: 5 0 TEMP 5TOR Nob 312 S.F. TO BE REMOVED 4;000 5F x 0.161'x 1 •.0 = 66l CUPT. AREA = S.F. OF RUNOFF OR161N OFFICE I SPACE / 100 S.F. OF 6RO55 FLR AREA �a � TEMP 5TOR No.g 324 S.F. TO BE REMOVED WATER SERVICE EXISTING DRAINAGE STRUCTURES PROVIDED: RAINFALL = 2' = 0.161' WAREHOUSE; I SPACE / I POO S.F. OF GROSS, FLR AREA v /1 � °so 19 2 -&V x 12' LIQUID DEPTH = COEFFICIENT OF ROOF RUNOFF = 1.0 TEMP 5TOR No.lO Ip42 S.F. TO BE REMOVED tisx�c J?. \ / STORM DRAIN - so so so- b1584 CUPT.OF VOLUME PROVIDED PROPOSED OFFICE AREA: TEMP 5TOR NO.11 15& S.F. TO BE REMOVED TEMP 5TOR N0.12 12 S.F. TO BE REMOVED ���� . SANITARY PIPING � � PROPOSED DRAINAGE SYSTEM NO3 gb0 S.F. / 100 S.F. PER SPACE = 10 SPACES METAL BUILDING N/A 6,g60 S.F. _ _ STORM WATER FLOW ARROW d EXISTING DRAINAGE SYSTEM Not ROOF AREA = 060 S.F. -r�f1r - 151,g00 S.F. EXISTING GRAVEL,RGA bg60 5F x 0.161' x 1.0 = 1,162 CUPT. PROP05ED WAREHOUSE AREA: ( L �; (Ml n . SITE PLAN 24,500 S.F.EXIST. ASPHALT DRIVE d MANEUVERING AREA E7Cw5�T�L�DG6AREA: 2 s S.F. 3.20 S.F. _ FINISHED FLOOR ELEVATION FIN.FL.EL. = USE bp00 S.F. / Ip00 S.F. PER SPACE = b SPACE _ 50q S.F. PROP05ED ASPHALT 2 - bV x 14' LIQUID DEPTH LEACHING POOL i �� EX.SPOT ELEV. x6.0 u M A f� 3 C 2 017 O 15VOO S.F. x 0.I6l x 0.4 = 10,530 CU.FT. 1,02.12 CUPT.OF VOLUME PROVIDED TOTAL PARKING REQUIRED = 16 5PAGE5 w/OPEN GRATE . . UTILITY POLE �� 24,500 S.F. x4;000 SF x 0.161' x 1.0 = 403 CUPT. _ 50 25 0 50 l00 I50 200 25o Sir STORAGE REQUIRED: IS 22 CUPT.VOL' c r�.m PARKING PROVIDED ON SITE = I6 SPACES f TEST HOLE STORAGE PROVIDED IN STORMWATER CONTAINMENT AND 56085 APPROVAL AREA:.. P'anosng-`'U " GRAPHIC SCALE I = 50-O RECHAR6E AREA = t21,500 CUPT. H.G. SPACES REQUIRED (OF TOTAL)= (I SPACE) --� - of 2 CAST IRON FRAME AND G OR APPROVED EQUAL GAMPBELL 1182 G OR AP SEPARATION 015TANGE REQUIREMENTS FOR z 3b'MIN.LENGTH FENCE WOVEN WIRE FENCE(MIN. STORMWATER LEACHING STRUCTURES AND 2"X4" WOOD FRAME P05T5 DRIVEN MIN.16' 141/2 GAUGE W/MAX.6' FINAL GRADE o PIPING (OTHER THAN RE5IDENTIAU: INTO 6ROUND. MESH 5PACIN6) _ +s 10'MAX.G.T NOTE. z BEARING 9LRB DRAINAGE LEACHING POOTION LS: FOR STORM EVERGREENS SHALL HAVE PROPERTY LINE = 10'MINIMUM o G. BUILDINGS WITH CELLAR = 10'MINIMUM _ J STAKE THE SAME PIT AND BALL 15"PIPE DIA.MIN. I (WHERE BUILDINGS ON SLAB = 10'MINIMUM FABRIC TREEREQ)5 NO STAKIN6MENTS AS MINORREQUIRED PIS I%MIN.(AS REQUIRED) i I APPI IGABI F) WATER 5ERVIGE LINEMTERAL5/MAIN5 = 10'MINIMUM -� UNDERGROUND UTILITIES = 5'MINIMUM HIGH DENSITY POLYETHYLENE(HDPE) ® ® ® ® 1 SANITARY SEPTIC TANK = 20'MINIMUM 10"�MIN <.: ® ® ® I POO14L�---- 20'MINIMUM SIZE SANITARY LEACHING DRN INLET TO SO CONN = GREASE TRAP= 20'MINI _ HEIGHT OF " I © ® ® ® 0 1 -JJJ�-� I v I FILTER SD TO SD GONN = 15 MIN PUMP STATION = 20 MINIMUM I ® ® ® ® © I II II- REINFORCED DOUBLE STRAND #12 ROOF LOR C,ONN = 4"m MIN Y MIN. MANHOLE = 20'MINIMUM III�IIII-II�I11' y �I i i i, = Ib'MIN �BER H05E 2 WIRE TWI5TED I ® ® ® ® I PRIVATE WELLS = 50'MINIMUM �I-II II=I�- a 1 ® ® ® ® ® p z 3 MIN. I F ® F ® I RETAINING WALL5 = 10'MINIMUM 00 �, y vp PIECES 11, `� y y �' - I ® ® ® ® ® WRAP STRUCTURES WITH FUEL STORAGE TANKS(BELOW GROUND) = 20'MINIMUM DROP INLET BURIED IFABRIG LOOSEN BURLAP m SAUCER ® ® © ® ® I FILTER FABRIC WE PERSPECTIVE VIEW z 1 GEOTEX 351,BY PROPER) HORIZONTAL SEPARATION DISTANCES FOR STORM WITH GATE AROUND TRUNK 12113' MULCH DRAINAGE NON-LEACHING STRUCTURES: ® ® ® ® ® I WATER SERVICE LINE5/LATERAL5/MAIN5 = 5'MINIMUM q FRAME 36'MIN.FEWE POST-� �O j \ MIN 1® � ® ® ® I UNDERGROUND UTILITIES = 5'MINIMUM 1® ® ® ® ® I GREASE TRAP = 5'MINIMUM C� S WOVEN WIRE FENCE(MIN.141/2 6AU6E W/ \ '� \ I® � ® o ® 1 PUMP STATION = 5'MINIMUM z I® oa o ® I /-`-q �• _ MAX 6'MESH SPACING)WITH FILTER CLOTH . \.::. : MANHOLE = 5 MINIMUM V I II ! / I SANITARY SEPTIC TANK = 5'MINIMUM F"O w MIX 25% PEAT M055 N z I NON-RATEABLE GATHER EXCESS UNDI5TURBED GROUND - (D06WOOD5 AND \ 1�P. ':. DOLLAR MATERIAL iv 501E VERTICAL SEPARATION DISTANCES FOR STORM _ GOMPACT�501E EVERGREENS ONLY) GROUND WATER V DIAMETER DRAINAGE LINES: AT CORNERS I I � WATER SERVICE LINES= 18'MINIMUM EMBED FILTER CLOTH 6" IS" MIN. 6" 6 MIN. SANITARY WASTE LINES = 18" MINIMUM A MIN.OF 6"IN 6R0UND. U4' RATEABLE OW GONSTfi�'UGTI ON SPEG I F I GAT ONS SECTION VIEW PLANTING PIT - - - I.FILTER FABRIC SHALL HAVE AN E05 OF 40-55. BURLAP MAY BE USED FOR SHORT MINOR TREE5 UNDERLYING SAND AND GRAVEL STRATA TERM APPLIGATION5. 2 THEY WILL B OVERLAPPED TO THE NEXT STAKE��JOINTS. IF JOINTS ARE NEEDED GONSTRUGT I ON Si�EG I F I GATI ONS SpEG 11=I GATI ONS 1=0R TREE PLANTI NC TYPICAL STORM WATER I.WOVEN WIRE FENCE TO BE FA5TENED SECURELY TO FENCE POSTS WITH WIRE TIES EAC HINC POOL (50) DETAIL 3.5TAKE MATERIAL5 WILL BE 5TANDARD 2 x 4 WOOD OR EQUIVALENT. METAL WITH A OR 5TAPLE5.P05T5 SHALL BE STEEL EITHER"T"OR'U"TYPE OR HARDWOOD. MINIMUM LENGTH OF 3 FEET. I. TREES SHALL BE AN APPROVED SPECIES,GROWN UNDER THE SAME CLIMATIC CONDITIONS A5 THE PARTICULAR NOT TO SCALE 4. MINIMPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE SITE. THEY SHALL BE OF SYMMETRICAL GROWTH,FREE OF INSECT PEST AND DISEASE,SUITABLE FOR STREET of NSW YOLK CI1Y FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. TREE�• STORM DRAINAGE LEACHING POOL NOTES: I%HE5 DEEP. 5PAN5 GREATER THAN 3 FEET MAY BE BRIDGED WITH THE U5E OF 2. THE AVERAGE TW)NK DIAMETER MEASURED AT A HEIGHT OF 51X INCHES ABOVE THE FINISHED GROUND LEVEL &LONG I�,A P FENCE SHALL BE WOVEN WIRE 12 I/2 GAUGE b MAXIMUM MESH OPENING. I.DOLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 3 r Tyrp SECr1oN5 of FILTER,cLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- SHALL BE A MINIMUM OF THREE(3) INCHES. 2.COLLAR MATERIAL SHALL BE GLEAN GRAVEL ONLY. 800-272-��80 81 5. FABRIG SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BAGKFILLED. IT 3. ALL PLANTING SHALL BE DONE IN CONFORMANCE WITH 600P HORTICULTURAL PRACTICE. THE FOLLOWING 15 3.ALL DRAINAGE 5TRU6TURE5 MUST BE WRAPPED WITH FILTER FABRIC. SHALL BE 5EGURELY FA5TENED TO THE 5TAKE5 AND FRAME. LAPPED BY 51X INCHES AND FOLDED. FILTER CLOTH SHALL 13E EITHER FILTER 4 DECLARED TO BE GOOD HORTICULTURAL PRACTICE: 4.USE 15" DIA CORRIGIIGATED HIGH DENSITY POLYETHYLENE(HDPE)HEAVY DUTY PIPE FOR " „ MIRAFI IOOX,5TA131LINKA T14ON,OR APPROVED EQUIVALENT. (1) THE TRUNK SHALL BE WRAPPED WITH BURLAP OR KRAFT PAPER TREE WRAP AND THE TREES BE STAKED INTERCONNECTION OF ON-SITE STORM WATER LEACHING POOLS 6.A 2 x 4 WOOD FRAME 5HALL BE COMPLETED AROUND THE GRE5T OF THE FABRIG WITH TWO www.dignetnycli.com or FOR OVER FLOW 5TABILITY.MAXIMUM DRAINAGE AREA I AGRE 4.PREFABRICATED UNITS SHALL BE 6EOFA8,ENYIROFENGE,OR APPROVED EQUIVALENT. (2) CEDAR POLES 5EGURED TO THE TREE BY MEANS OF WIRE THROUGH RUBBER HOSES. (SEE PLANTIN6 DETAIL A.HDPE PIPE ON O FHOPE N SPECIFICATION O M-294) B.INSTALLATION OF HOPE SPEGIFIGATION(ASTM 0-2321) www.call811.com 5.MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN 5HEET) C.WATER-TIGHT JOINT TESTING 5PEGIFIGATION(ASTM 0-3212) "BULGES"DEVELOP IN THE SILT FENCE. (3) ALL TREES SHALL BE TRANSPLANTED BALLED AND BURLAPPED,AND THE BALL SHALL BE AT LEAST TWO D.GASKET SPEGIFI(ATION(ASTM F-4T1) (for other states) AND ONE HALF(2Y)FEET IN DIAMETER. FILTER FABRIC (4) ALL TREE PITS SHALL BE BAGKFILLED WITH TOPSOIL. By law,excavators and contractors working in the U.S.DEPARTMENT OF AGRICULTURE US.DEPARTMENT OF AGRIGULTURE SILT 4. ALL TREES LISTED UNDER(U HEREOF SHALL BE BRANCHED NOT LOWER THAN SIX(b)FEET-WITH AN AVERAGE g NATURAL RE50URGE-5 CONSERVATION SERVICE DROP INLET NATURAL RESOURCES CONSERVATION SERVICE five boroughs of New York City and Nassau and NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE HEIGHT OF 10 TO 12 FEET WITH A MINIMUM SPREAD OF TOP OF 4 FEET. Suffolk Counties on Long Island must contact NEW YORK STATE 501L t WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE 501L t WATER CONSERVATION COMMITTEE DigNet, 1-800-272-4480 or 811,at least 48 hours �•/� m but no more than 10 working days(excluding O weekends and legal holidays)prior to beginning :. (p any mechanized digging or excavation work to .-� N ensure underground lines are marked. w Excavators and contractors can also submit CONCRETE DOME TOP locate requests online,through ITIC.If you do not �i� V m currently use [TIC, please call 1-800-524-7603 .� �b"4)STEEL PIPE for more information. P4 CONCRETE FILLED For safety reasons, homeowners are strongly W m X d PAINTED YELLOW encouraged to call as well when planning any :K < type of digging on their property.Homeowners � X Z ��' can contact us directly at 1-800-272-4480 or by m calling 811,the national call before you dig y- O number. For excavation work completed on w personal property, it is the contractors 1�1 O Z responsibility--NOT the homeowner's-to contact CL L DigNet. Having utility lines marked prior to �••� GRADE digging is free of charge. Q A A SIDEWALK 4 " 4 �l N QL FINISHED 6RADE en i i-i i i-I i I-1 I I- -III-III-1 I I-1 I I �-I GONSTRUGTION EXPANSION JOINT ° UJ JOINT EVERY 4' PLAN EVERY 20' BLDG. UNLE55 OTHERWISE 4" POURED EER: SEE DETAIL "B" SEE DETAIL "A„ CONCRETE P . DIRECTED. �'F NEVU Off` ADJUSTABLE CURB BOX O )''#3500 CONCRETE �BINGHAM d TAYLOR D D _ " D _ I'-2"� FIG. NO. 4401 BUFFALO CIO k� F� ,� `• TYPE,COMPLETE OR , t' C APPROVED EQUAL. J 6 POROUS 13OLLARD DETAIL I CURB STOP MUELLER �?�, MATERIAL SECTION A-A SCALE: N.T.S. PROPOSED I WATER SERVICE H-15204 OF Fp O A9 ' (COPPER PIPF�. APPROVED EQUAL. 01 E S S\0 NOTE: '--- - ALL GONGRETE TO BE 4000 PSI AIR ENTRAINED y2:: JOINT - - JEFFREY T. BUTLER, P.E. Y4" RADIUS SEALER SAWGUT AT Y4 I SERVICES (SEE PLAN Q EXISTING CORPORATION STOP �ELLER FOR DESTINATIONS) .� PAVEMENT PAVING SPECIE 1GATIONS: X X X X X H-I5000 OR APPROVED EQUAL - - I 6" RGA, 4 1/2" BINDER COURSE WITH APAG FULL BODY SUPPORT NOTE: All MILL TOP 1 1/2" VCHAIN LINKINSERT 5ERVIGE SADDLE / IOI. ALL WATER LINES SHALL WITH I I/2" TOP COURSE BE 4'-b" BELOW 6RADE.TO EXISTING X FENCE W/GREEN X O EXISTING WATER SERVICE PAVEMENT 1 4" TOPSOIL 4 SEED PRIVACY SLATS < EW Z U- BLEND W/N :............................................. W W WATER 5ERY1 GE DETAIL z �; ,- o DETAIL "B" DE IL "A" y y W W y W y W y y W W GONTRAGTION Y2" x 55/" PREMOULDED \,' \ �, \i .\, �, \, X x N.T.S. � d) z Q JOINT EXPANSION JOINT /\�//\�//\�/\\//�//\//\//\//\// Z A lo'x1o'CONCRETE t1�i z O O z O i/�� PAD FOR I I NSTLL�TI ON I�EQU I REMENTS FOR W�4 --I 51 DEWALK PLAN AND ELEVATION �I El�lS ,\;\, 4 x DI,MPST� x TER SERYIGES �, v // // // // // // // //�//�//��j��j�//�//�//�//�/ // o (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY, APPENDIX 3) NOT TO SCALE / // // //�/ //�/ // //�/ // // // // // //�/ // INSTALLATION OF 5ERVICE5-SUBDIVISIONS C. PIPIN6 REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT 15 INSTALL PIPING 41/2'DEEP FROM THE HOUSE TO THE EXISTING STUB VAULT(TIE IN AT UTILIZED 15 NOT ACCEPTABLE.(BRASS COUP�LIN65 ARE REQUIRED) LU v �I SAWGUT DETAIL XM40FZITYS COPPER TAIL) D. TWENTY(20')FEET OF COPPER 15 REQUIRED FROM INSIDE THE (Y W O NOT TO SGALE X X INSTALLATION OF SERVICES-EXI5TIN6 STREET t WATER MAIN BUILDING TO THE START OF THE PLA51I6 PIPE. � Z O CHAIN LINK FENCE W/GREEN I. INSTALL PIPING ON THE PROPERTY,4 1/2 FEET DEB'FROM THE BUILDING,TO THE A-I V- O PRIVACY SLATS PROPERTY LINE.A MINIMUM In SERVICE LINE 15 REQUIRED. 1. GALL THE NEW SERVICE DEPARTMENT TO REQUEST AN INSPECTION WHEN LY J 2. LEAVE A I'RI5M ABOVE THE 6ROUND LEVEL AT THE PROPERTY LINE WITH THE! R�WORK RED 15 COMPLETED.(ONE BUSINESS DAY ADVANCED NOTICE 15 � 0 X #k V � ' END CRIMPED. 4" THICK CONCRETE WALK w/BROOM 5WEPT 4 b" X X 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND 5UBMInW AT 2. SOMEONE MUST BE PRESENT ON THE DAY OF INSPECTION. FINISH. CONTROL JOINTS ® 10' MAX. SLOPE I/4" "' TIME OF INSPECTION.MEASUREMENTS ARE TAKEN FROM TWO(2)NEAREST 3. IF REIN5PECTION 15 NECE55ARY,A$25DO FEE MUST BE PAID PRIOR TO I- Q CORNERS OF THE BUILDING TO THE END OF YOUR PIPE AT THE PROPERTY LINE. THE REINSPEGTION. V LL O TO I/2" ACROSS WALK. ASPHALT GONGRETE - TYPE b .:.: T� SERVICE LINE MEASUREMENT FORMS ARE AVAILABLE AT THE NEW SERVICE 4. LEAVE THE TRENCH OPEN.DO NOT BACKFILL THE TRENCH UNTIL OUR 11> Z) Q N ---- - - --"- --- EDGE #3® 12 O.G E W DEPARTMENT. IN5PE6 R - -TO HAS APPROVED 11�SERVICE LINE. O 1- N #3 ® I2 O.G.E.W. ASPHALT BASE COURSE • 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET AWAY FROM 5. IF THE SERVICE LINE INSPECTION PASSES,THE END OF THE PIPE BY THE --- ' • ' ° ANY OBSTRUCTION SUCH AS 1REE5,TELEPHONE POLES,GATGH BASINS,OR CURB WILL BE PAINTED BLUE.IF 5ERVIGE INSPECTION FAILS,IT•E END OF �-=� -� � � �l�T°%T 7 �T'T �7 i`T/ y/�l`�74T`7 'T'>'7�7�i�/�i�l :fl a DRIVEWAY5 AND SHOULD BE AT A LOCATION APPROXIMATELY OPP051TE THE THEE SERVICE WILL BE PAINTED RED. n..n� SEE PLAN \/�\��\��\��\�\��\/�\��\�\/�\/�\��\��\��\/�\/�\�\/�\/�\/�\/�\��\/�\/�\ a STONE BLEND BASE - 95%COMPACTION(STANDARD PROCTOR) j L.� ° ° POINT OF ENTRY INTO THE BUILDING. b. PLEASE Do NOT GALL OUR OFFICE UNTIL 4:3o PM. IF YOUR INSPECTION _ r� " D D D \ \l/G\\/jN \� �/\\/\\j�/\\15i�// `t 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. FAILS. 1 0 Tz Z W 3 IMBED ° b. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM �' c G MOUNTING 1. NO OTHER UTILITIES(E6.6A5,ELECTRIC,GABLE TV,ETCJ SHALL BE ,_ G, WATER SERVICE. BURIED IN THE WATER SERVICE TRENCH. �� ' r,M n Q 2"SAND BAND _; c_, INSTALLATION OF SERVICES-Ex15TIN6 STREET STUBS METER SETS ( M t- Q Ll - PAVEMENT SECTION (MINIMUM THICKNESS) I. INSTALL PIPE 4 1/2 FEET DEEP FROM THE HOUSE TO THE EXI5TIN6 STUB VAULT AFTER ALL OF THE ABOVE HAS BEEN COMPLETED,GALL THE NEW.SERVICE ( � r -_ FENCE E06E BEAM TO EXTEND 245 TOP t (TIE IN AT AUIHORITYS COPPER TAIL) DEPARTMENT TO HAVE THE METER SET.WE MUST HAVE THE HOUSE NUMBER _� ASPHALT CONCRETE 1 1/2" 10"MIN.BELOW FIN.6RADE BOT.GONT. 2. A VALVE MUST BE INSTALLED WARE THE PIPE FIRST ENTERS TIN£BUILDING. BEFORE THE METER CAN BE SET. L� - - - - _ - WEARING COURSE SPECIFICATIONS TAP LETTERS ASPHALT GONGRETE I-0' W/#3 TIES® 1O,-0, I. TYPE'K'SOFT COPPER TUBING,MINIMUM SIZE In INSIDE DIAMETER. TAP LETTERS CAN BE REQUE5TED AFTER ALL FEES HAVE BEEN PAID,WATER I I-III _III- 11= - BINDER COURSE 2 1/2" 24"t O.G. 2. CUSTOMERS VALVE: SERVICE HAS BEEN ESTABLISHED AND THE METER HAS BEEN SET. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. NOTICE: IF INSTALLING SEPARATE HOT WATER HEATERS,SEPARATE EXPANSION PA(5E : :: - STONE BLEND BASE 4" 3. PLASTID PE�IFIGRA 1ON5: TANKS SHOULD BE D AND OB16NED FOR USE IN POTABLE WATER 5Y5TEM5 SW TGHIN6 SERVICE TO MEOWNER--THE BUILDER GAN BRIN6 IN A 516NED 2 SAND BASE SEGTI ON A PLAN VI EH CAN BE INSTALLED FROM THE BUILDING TO WITHIN 20'FROM THE APPLICATION CARD SIGNED BY THE BUYER,BUT IT MUST BE FILLED OUT 51 DENIAL Gfi�055 SEGTI ON PARK I N6 AREA PROPERTY LINE.THE LAST 20'TO THIS PROPERTY LINE MUST BE"K'SOFT COMPLETELY INCLUDING SOCIAL SECURITY NUMBER,DRIVER LICENSE ID NUMBER, DUMi'STERS� ENCLOSURE GOPPER TUBIN6. CURRENT MAILING ADDRESS,AND CONTACT PHONE NUMBER IT 15 RECOMMENDED PAVEMENT SEGTI ON B. PIPE SHOULD BE CLASSIFIED TO WITHSTAND WORKING PRESSURE OF 200 THAT THE BUILDER ESTABLISH THE ACCOUNT AND GALL FOR A DISCONNECTION -D2 NOT TO SCALE SGALE: N.T.S. P.S.I.(NTH BURSTING PRE55URE RATED AT LEAST THICE THE WORKING OF SERVICE,ALLOWN6 THE BUYER ONE WEEK TO ESTABLISH SERVICE IN HIS/HER NOT TO SCALE PRESSURE) NAME. of 2 THESE DRAWINGS AND AGGOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXGLUNVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RE5TRIGTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.REU5E,REPRODUCTION OR PUBLICATION BY ANY METHOD,,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I �r IN All .T� /r ..`,.,'Y �Yf�i, fry- I `} n z Y♦ K�� �,�N'f - ., ��13.I � � `• ,Y �� _ ' f^ It Y u AV H tl 04 LO 7 r, ;O l 4f►% di w� r z� SITE TEST HOLE W YOUNG AND YOUNG °y n ('J NORTH FORK RECYCLING,INC. MAY 23, 1997 W {° 8475 COX LANE EL.65.5' ca CUTCHOGUE LOAM z N SCTM#1000-83-3-0,7 _I.5. EX FENCE O H GUARD 20' AT PROP LINE U a TOWN ZONE L-1 RAIGMZ IV L LOT SIZE 5.00 AC _ !l1CN_WATEiP LEVEL LPL _ SITE PLAN BASED ON SURVEY OF PROPERTY I_20 MIN BY PECONIC SURVEYORS,P.C. FINE TO pNe�7gt ' DATED APRIL 13,2010 SCnA N➢sE DRAINAGE BASIN SECTION AA "v ELEVATIONS AND TOPO REFERENCE MSL SCALE NTS +s z NOTES: 4 1. EXISTING WELLS TO BE REMOVED FROM POTABLE SERVICE "°�� -zs• I 2. NEW WATER SERVICE TO BE OBTAINED FROM SCWA WATER MAIN ' ON COX LANE. - 3. EXISTING BUILDINGS TO BE REMOVED UNLESS NOTED OTHERWISE. _ 4. EXISTING STORMWATER COLLECTION AND CONTAINMENT TO REMAIN. 5. ALL SANITARY STRUCTURES TO BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY — . "STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR LOCATION MAP N SEWAGE DISPOSAL RESIDENCES"DATED STEULY 15, OR OTHER THAN SINGLE-FAMILY re 6. NYSDEC PERMIT#1-4738-00899-00003. 7. HOURS OF OPERATION;MONDAY-SATURDAY 8:30am-6:OOpm OREGON ROM NTS 8. TYPE OF WASTE ACCEPTED:CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER NON-PUTRESCIBLE WASTE. N/O/F NORTH FORK RESOURCES INC. �= l (COMMERCIAL BUILDING'MTH PUBLIC WATER) •&DONALD GRIMM ++�tlr eanir.x _ GRACE � N/p/F JEANNE (COMMERCIAL BUILDING) -`__ - --_ -- WELL 150'+ - _ - -H1 m W"La•'eTR _ _ - -.__ / .. = -�f7J-- v��j', ' + .N Sys N3012'50"E^— D 41 4. �y�_ -=�' -------------- -'---,titer � 4ti� � 9 (�_��� .y+- --�"op1°S.�'Wee"vr•�� � � � .•-- 224.9� E 0"W oern u 530'115 Ire°nnc rroa. w ��t r P D I�il E I ~\ Cywe[lY Mel / I r' f a srcs,vs n� B — 5 I / T rau"ee ----- k °(r r r J I 11`L 3O st SEPTIC TANK w y\ ! I •� i intiy II LEACHING POOL " a R " " "4 ti +r EP EXPANSION POOL u WATER LINE h tt ` 5 i I 1 •nL P I y o s m 'y i ,1 _ T+ eaxrNra _ - 1 �x. I ° ii rem uNwxseaxm NesuTM ro sounrolnrowrleooesarron GUARD RAIL + AREA OF COTAINER STORAGE r�ru�wlimn�•Iemrro`�nr�riu°TNelnrm"""" �� I 1 � '� 1 ��m„ 1iJl7.JU�.��nru r++srna�ewemnlc.Lrnzn �S . 7 0 s� ) 1 ti �E .,.,: ) � r f- y �^`- STORMWATER FLOW ARROW t= - . 1 N _ k Jh f^P.eaINUI©OnRRv o z �yc 10 1T �e"ePpr � NVFB: - ejdl d:wc �¢etull 6e vend for W d�—Ii.o e .100621 iFsaa rAedau ofevvmrul os lxr W Q r �. [If Li [L Xo o u CALCULATIONS DRAINAGE AND STORAGE � � = wo STORMWATER CONIA/NMENT y ,5 ---5 { —��__r ;�' ' , r r~ 694 10' o DESIGNED FOR 2"RAIN Li Tl U i AND RECHARGE AREA �'� — 4 >°�� RUNOFF COEFFICIENT FOR ASPHALT=1.0 W a, e�vye.� l S32'23'25"W x¢Is TOWW OF SOUTHOLD RUNOFF COEFFICIENT FOR GRAVEL,DIRT,RCA=0.6' -tl✓ L'� NO VSELIS 0R fJ'S W11N I50' - 'BASED UPON TOWN REQUIREMENTS Q �' S 1 SUB-BASIN I-4,000sf ASPHALT DRIVE Z SITE PLAN STORAGE REQUIRED=4,000sf'(2"/l2")'1.0=667 cult SCALE 1:40 8'0 LEACHING POOL PROVIDES 42.2_\3W\STORAGE 667 CUF1742.2 cufVft=15.8 cuff; 16 tuft PROVIDED ,yy m �' Ir SUB-BASIN II-157,900sf GRAVEL,RCA,24,500sf ASPHALT S' STORAGE REQUIRED=157,900sf'(2"/l2")'0.6=15,790 cuff 24,500sf'(2"/12")'1,0=4,083 cult STORAGE PROVIDED=40,000cuft 3 a